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HomeMy WebLinkAbout949 AVERY STREETig— coONA1.\\���` •� ���ttt��tftee q�setrttwezeeeee Civil Engineer/Landscape Architect LRC Group 160 West Street, Suite E Cromwell, CT. 06416 860.635.2877 TOWN OF SOUTL,,, NDSOR PHIi.IP KO SMI i I ELEMENTARY SCHOOL 949 AVERY STREET SOUTH WINDSOR, CT 06074 STATE PROJECT NUMBER0 : 1 -12_n099 N PHASE 2 OF 5 PHASE 1: HAZARDOUS ABATEMENT AND DEMOLITION OF EXISTING EUELDHNG PIIASE L: S1 T'E & 1S U IEVIIN Ci COl�I S T IK U C;1 ► 1�1 PHASE 3 TECHNOLOGY (NETWORK EQUIPMENT ONLY) PHASE y-: tills T U iKES, � �U iKly IStill�! 115, EQUm7'1V1EN T (rra0 E) PHASE 5: PLAYGROUND EQ.JIPMENT Construction Manager GILBANE Building Company 208A New London Turnpike ►ee0easi,gyoB© Glastonbury, CT. 06033 G 860.368.5100 0 6911 Structural Engineer GIRARD and COMPANY, LLP 10 Waterchase Drive Rocky Hill, CT. 06067 860.563.3820 VOLUME 1 OF 2 Architect MOSER PILON NELSON ve>,I<�ti�sla►turi� NO.25239 •� M/E/P/FP Engineers 30 Jordan Lane Wethersfield, CT. 06109 860.563.6164 RZ DESIGN Associates, lZ. ne. 750 Old Main Street, Suite 202 Rocky Hill, CT. 06067 860.436.4336 �OON''f IONS DI& Bic-sio ¢tt W JOSEPH J NORTON M �� REG. No. 202533R A EXPIRES 12-31-20 4/Techy n u ant L-G A I umm Owner's Representative COLLIERS International 135 New 'Road Madison, CT. 06443 860.395.0055 GUILLEN Technology Consultants, LLC 9 Moody Road, Building D, Suite 18 Enfield, CT. 06082 860.341.1206 Food Service Consultant RJS+Associates, LLC 4 High Street Old Lyme, CT. 06371 860.43 .2700 Cost Estimator TARBELL CONS77RUCTION MANAGEMENT, Inc® 8 Spalding Road toneham9 MA. 02180 781.435 00032 11/2/201 8 010 VOLUME I LIST OF DRAWINGS GENERAL A,n 1) /-% 1 V.G nnn I Mr%0V DET All c IVIILLvv VI.1f% L./L. I r% LJ 1.0 COVER VOLUME 1 A10.3 MILLWORK DETAILS GENERAL 1.1 LIST OF DRAWINGS A10.4 MILLWORK DETAILS 2.0 COVER VOLUME 2 1.2 ABBREVIATIONS, DOOR CLEARANCES AND MOUNTING HEIGHTS A11.0 OVERALL CEILING PLANS 2.1 LIST OF DRAWINGS CD1.1 CODE PLANS A11.1 PARTIAL FIRST FLOOR CEILING PLANS - NORTH AND SOUTH CD1.2 CODE INFORMATION A11.2 PARTIAL FIRST FLOOR CEILING PLAN - WEST FOOD SERVICE CD2.1 OVERALL ACCESSIBLE ROUTE SITE PLAN A11.3 PARTIAL SECOND FLOOR CEILING PLAN FS-G1 FOOD SERVICE EQUIPMENT GENERAL NOTES CD2.2 ACCESSIBLE ROUTE SITE PLAN ENLARGEMENT A11.4 CEILING DETAILS FS-El FOOD SERVICE EQUIPMENT ELECTRICAL NOTES CD2.3 ACCESSIBLE ROUTE SITE PLAN ENLARGEMENT A11.5 SIGNAGE AND SIGNAGE SCHEDULE FS-P1 FOOD SERVICE EQUIPMENT PLUMBING NOTES AF1.0 INTERIOR FINISH SCHEDULE FS-M1 FOOD SERVICE EQUIPMENT MECHANICAL NOTES SURVEY AF1.1 PARTIAL FIRST FLOOR FINISH PLANS NORTH AND SOUTH FS-1.1.1 FOOD SERVICE EQUIPMENT SCHEDULE V-1 PROPERTY & TOPOGRAPHIC SURVEY AF1.2 PARTIAL FIRST FLOOR FINISH PLAN WEST FS-1.2.1 FOOD SERVICE EQUIPMENT PLAN & SCHEDULE AF1.3 SECOND FLOOR FINISH PLAN FS-1.3.1 FOOD SERVICE EQUIPMENT ELECTRICAL ROUGH -IN PLAN & SCHEDULE CIVIL AF2.1 PARTIAL FIRST FLOOR FURNITURE PLAN - NORTH AND SOUTH (FOR FS-1.4.1 FOOD SERVICE EQUIPMENT PLUMBING ROUGH -IN PLAN & SCHEDULE C1.0 OVERALL SITE DEMOLITION PLAN REFERENCE ONLY) FS-1.5.1 FOOD SERVICE EQUIPMENT LIFE SAFETY & SPECIAL CONDITIONS PLAN C1.1 SITE DEMOLITION ENLARGEMENT SOUTH AF2.2 PARTIAL FIRST FLOOR FURNITURE PLAN - WEST (FOR REFERENCE FS-1.6.1 FOOD SERVICE EQUIPMENT ELEVATIONS REFERENCE PLAN C1.2 SITE DEMOLITION ENLARGEMENT NORTH ONLY) FS-1.6.2 FOOD SERVICE EQUIPMENT ELEVATIONS C2.0 OVERALL SITE PLAN AF2.3 SECOND FLOOR FURNITURE (FOR REFERENCE ONLY) FS-1.7.1 FOOD SERVICE SLAB PENETRATIONS PLAN C2.1 SITE PLAN ENLARGEMENT SOUTH FS-1.7.3 FOOD SERVICE EQUIPMENT EXHAUST CFM PLAN C2.2 SITE PLAN ENLARGEMENT NORTH STRUCTURAL FS-1.8.1 FOOD SERVICE EQUIPMENT EXHAUST HOOD DETAILS C2.3 SITE PLAN ENLARGEMENTS SO.1 STRUCTURAL DESIGN DATA FS-1.8.2 FOOD SERVICE EQUIPMENT EXHAUST HOOD DETAILS C2.4 FIRE LANE STRIPING & SIGNAGE PLAN SO.2 OVERALL THREE 'D' VIEWS FS-1.8.3 FOOD SERVICE EQUIPMENT EXHAUST HOOD DETAILS C3.0 OVERALL GRADING & UTILITIES PLAN S1.0 THREE'D' FOUNDATION VIEWS FS-1.9.1 FOOD SERVICE EQUIPMENT WALK-IN DETAILS C3.1 GRADING & UTILITIES PLAN ENLARGEMENT SOUTH S1.1 OVERALL FOUNDATION PLAN FS-1.9.2 FOOD SERVICE EQUIPMENT WALK-IN DETAILS C3.2 GRADING & UTILITIES PLAN ENLARGEMENT NORTH S1.2 PARTIAL FOUNDATION PLAN - NORTH AND SOUTH FS-1.9.3 FOOD SERVICE EQUIPMENT WALK-IN DETAILS C4.0 OVERALL SEDIMENTATION & EROSION CONTROL PLAN S1.3 PARTIAL FOUNDATION PLAN - WEST FS-1.13.1 FOOD SERVICES EQUIPMENT MANUFACTURERS DETAILS - MULTITERIA nn fi`A.I c+rnlnnrnl-rn-rl�nl o r-nr�c�l�nl n�nl-rnnl inn Ao/ C7RAI= -r oni ITu SEDIMENTATION o EROSION r%f' NIRC S2.0 THREE °D" FRAMING VIEWS F.q_1 1'� 9 Fnnn.qFR\/Ir.F.q FQ1 IIPMFNT MANI IFACTIJRFRS DETAILS - MULTITERIA L CIVL/yflIZCIVICIV1 JVVIII S2.1 OVERALL SECOND FLOOR AND ROOF FRAMING PLANS .. '•'...� ..•....-...-.."".�..-.,,.•''.'.-'"''."."--"'-'-"-.'---'""-_ C4.2 SEDIMENTATION &EROSION CONTROL PLAN ENLARGEMENT C5.1 SITE DETAILS S2.2 PARTIAL SECOND FLOOR AND LOW ROOF FRAMING PLAN NORTH AND FIRE PROTECTION C5.2 SITE DETAILS SOUTH FP1.1 FIRE PROTECTION FIRST FLOOR PLAN - NORTH AND SOUTH C5.3 SITE UTILITY DETAILS S2.3 PARTIAL SECOND FLOOR AND LOW ROOF FRAMING PLAN -WEST FP1.2 FIRE PROTECTION FIRST FLOOR PLAN - WEST C5.4 SEDIMENTATION / EROSION CONTROL & PLANTING DETAILS S2.4 PARTIAL HIGH ROOF FRAMING PLAN - NORTH AND SOUTH FP1.3 FIRE PROTECTION SECOND FLOOR PLAN - NORTH AND SOUTH C5.5 SEDIMENTATION / EROSION CONTROL DETAILS S2.5 PARTIAL ROOF FRAMING PLAN -WEST FP1.4 FIRE PROTECTION ALTERNATE 1 - ADDED CLASSROOMS C5.6 ADS STORMTECH DETAILS S2.6 FRAMING PLAN DETAILS FP-2.1 FIRE PROTECTION DETAILS S2.7 ALTERNATE 1 -FRAMING PLANS C5.7 SITE DETAILS S3.0 TYPICAL CONCRETE DETAILS C5.8 SITE DETAILS PLUMBING S3.1 FOUNDATION SECTIONS PO.1 PLUMBING GENERAL NOTES, ABBREVIATIONS AND SYMBOLS LANDSCAPE S3.2 FOUNDATION SECTIONS PU1.1 PLUMBING UNDERSLAB PLAN - NORTH AND SOUTH L1.0 OVERALL PLANTING PLAN S3.3 FOUNDATION SECTIONS PU1.2 PLUMBING UNDERSALB PLAN - WEST L1.1 LANDSCAPE PLAN ENLARGMENT SOUTH S3.4 FOUNDATION SECTIONS P1.1 PLUMBING FIRST FLOOR PLAN - NORTH AND SOUTH L1.2 LANDSCAPE PLAN ENLARGEMENT NORTH S3.5 FOUNDATION SECTIONS P1.2 PLUMBING FIRST FLOOR PLAN - WEST L2.0 OVERALL SITE LIGHTING PLAN S3.6 FOUNDATION SECTIONS P1.3 PLUMBING SECOND FLOOR PLAN - NORTH AND SOUTH L2.1 SITE LIGHTING PLAN ENLARGEMENT SOUTH S3.7 FOUNDATION SECTIONS P1.4 PLUMBING ROOF PLAN L2.2 SITE LIGHTING PLAN ENLARGEMENT NORTH S4.OA TYPICAL FRAMING DETAILS P1.5 ALTERNATE 1-ADDED CLASSROOMS S4.OB TYPICAL DRAMING DETAILS P2.1 PLUMBING ENLARGED PLANS & DETAILS ARCHITECTURAL S4.1 FRAMING SECTIONS P3.1 PLUMBING ISOMETRICS AO.0 AERIAL VIEWS S4.2 FRAMING SECTIONS P3.2 PLUMBING ISOMETRICS AO.1 EXTERIOR VIEWS S4.3 FRAMING SECTIONS P4.1 PLUMBING DETAILS AO.2 EXTERIOR ENVELOPE ASSEMBLIES S4.4 FRAMING SECTIONS P4.2 PLUMBING DETAILS AO.3 INTERIOR ASSEMBLIES S4.5 FRAMING SECTIONS P5.1 PLUMBING SCHEDULES S4.6FRAMING SECTIONS AO.4 EXTERIOR WALL MOCK-UP S4.7 FRAMING SECTIONS A1.0A OVERALL FIRST FLOOR PLAN MECHANICAL A1.0B OVERALL SECOND FLOOR PLAN 54.8 FRAMING SECTIONS MO.0 MECHANICAL LEGEND A1.0C OVERALL ROOF PLAN S4.9 FRAMING SECTIONS M1.1 MECHANICAL DUCTWORK FIRST FLOOR PLAN - NORTH AND SOUTH A1.1 PARTIAL FIRST FLOOR CONSTRUCTION PLAN - NORTH AND SOUTH S4.10 FRAMING SECTIONS M1.2 MECHANICAL DUCTWORK FIRST FLOOR PLAN - WEST A1.2 PARTIAL FIRST FLOOR CONSTRUCTION PLAN - WEST S4.11 FRAMING SECTIONS M1.3 MECHANICAL DUCTWORK SECOND FLOOR PLAN - NORTH AND SOUTH A1.3 PARTIAL SECOND FLOOR AND LOWER ROOF CONSTRUCTION PLAN - S4.12 FRAMING SECTIONS M1.4 MECHANICAL ROOF PLAN NORTH AND SOUTH S4.13 ALTERNATE NO. 1-FRAMING SECTIONS M1.5 ALTERNATE 1 - ADDED CLASSROOMS A1.4 PARTIAL LOWER ROOF CONSTRUCTION PLAN - WEST S5.0 ROOF LOADING INFORMATION M2.1 MECHANICAL PIPING FIRST FLOOR PLAN - NORTH AND SOUTH A1.5 PARTIAL UPPER ROOF CONSTRUCTION PLANS S5.1 COLUMN SCHEDULE M2.2 MECHANICAL PIPING FIRST FLOOR PLAN -WEST A1.6 ALTERNATE 1 -ADDED CLASSROOMS PLANS AND CEILING PLAN S5.2 COLUMN SCHEDULE M2.3 MECHANICAL PIPING SECOND FLOOR PLAN -NORTH AND SOUTH A1.7 ALTERNATE 1 -ADDED CLASSROOMS ELEVATIONS S5.3 COLUMN BASE PLAN DETAILS M3.1 MECHANICAL RISER DIAGRAMS A1.8 ALTERNATE 1 -ADDED CLASSROOMS FINISH PLANS AND SCHEDULES S5.4 COLUMN BASE PLAN DETAILS M4.1 MECHANICAL DETAILS A2.0 OVERALL EXTERIOR ELEVATIONS S5.5 COLUMN BASE PLAN DETAILS M4.2 MECHANICAL DETAILS nO , CYTCQIr1Q CI C\/ATInnIC S6.0 LATERAL FRAME DETAILS nn5 1 nnErl-I4n�IC;AL CruFn� ILES flG. l A2.2 EXTB t. 1 LLL v ATIOI V V EXTERIOR ELEVATIONS S6.1 LATERAL FRAME ELEVATIONS M5.2 MECHANICAL SCHEDULES A2.3 EXTERIOR ELEVATIONS S6.2 LATERAL FRAME ELEVATIONS M6.1 MECHANICAL PARTIAL PLANS AND ISOMETRICS S6.3 ROOF TRUSS ELEVATIONS AND DETAILS A3.1 BUILDING SECTIONS A3.2 BUILDING SECTIONS S6.4 ALTERNATE NO. 1 - COLUMN SCHEDULE AND LATERAL FRAME ELECTRICAL ELEATIONS A4.1 WALL SECTIONS EO.0 ELECTRICAL LEGENDS A4.2 WALL SECTIONS E1.1 ELECTRICAL LIGHTING FIRST FLOOR PLAN - NORTH AND SOUTH A4.3 WALL SECTIONS E1.2 ELECTRICAL LIGHTING FIRST FLOOR PLAN - WEST A4.4 WALL SECTIONS E1.3 ELECTRICAL LIGHING SECOND FLOOR PLAN - NORTH AND SOUTH A4.5 WALL SECTIONS E2.1 ELECTRICAL POWER FIRST FLOOR PLAN - NORTH AND SOUTH A4.6 WALL SECTIONS E2.2 ELECTRICAL POWER FIRST FLOOR PLAN - WEST A4.7 WALL SECTIONS E2.3 ELECTRICAL POWER SECOND FLOOR PLAN - NORTH AND SOUTH A4.8 r,�i+-rli.nln WALL SECT DNS r_n e Cc.'t CI C!'`T�Ir`AI on�lc onm= DI AN] ELEC 1 IR \IML FIvvI - F vvv LI f I Lnly A4.9 WALL SECTIONS E3.1 ELECTRICAL LOW VOLTAGE FIRST FLOOR PLAN NORTH AND SOUTH A4.10 WALL SECTIONS E3.2 ELECTRICAL LOW VOLTAGE FIRST FLOOR PLAN - WEST A5.0 TYPICAL FLASHING DETAILS E3.3 ELECTRICAL LOW VOLTAGE SECOND FLOOR PLAN - NORTH AND SOUTH A5.1 TYPICAL FLASHING DETAILS E4.1 ALTERNATE 1 - ADDED CLASSROOMS A5.2 EXTERIOR DETAILS E5.1 ELECTRICAL SCHEDULES A5.3 EXTERIOR DETAILS E5.2 ELECTRICAL SCHEDULES A5.4 EXTERIOR DETAILS E5.3 ELECTRICAL SCHEDULES A5.5 EXTERIOR DETAILS E6.1 ELECTRICAL RISER DIAGRAM A5.6 EXTERIOR DETAILS E6.2 ELECTRICAL RISER DIAGRAM A5.7 EXTERIOR DETAILS E7.1 ELECTRICAL DETAILS A5.8 ROOF DETAILS E7.2 ELECTRICAL DETAILS A5.9 ROOF DETAILS E7.3 ELECTRICAL DETAILS A5.10 CAST STONE DETAILS SE1.1 SITE ELECTRICAL PLAN A6.1 DOOR SCHEDULE AND TYPES A6.2 FRAME TYPES TECHNOLOGY A6.3 FRAME TYPES T000 GENERAL SHEET TECHNOLOGY A6.4 FRAME DETAILS TOOA GENERAL SHEET TECHNOLOGY A6.5 FRAME DETAILS T100B SOUND FIELD SYMBOLS AND RISER DIAGRAMS A6.6 FRAME DETAILS T101 OVERALL TECHNOLOGY FIRST FLOOR PLAN A7.1 STAIR PLANS AND SECTIONS T101A PARTIAL FIRST FLOOR PLAN - NORTH AND SOUTH A7.2 STAIR AND RAMP PLANS AND SECTIONS T101 B PARTIAL FIRST FLOOR PLAN - WEST A7.3 RAMP PLANS AND SECTIONS T102 OVERALL TECHNOLOGY SECOND FLOOR PLAN A7.4 STAIR, RAMP, AND GUARDRAIL DETAILS T102A PARTIAL SECOND FLOOR CEILING PLANS - NORTH AND SOUTH A7.5 ELEVATOR PLANS, SECTIONS AND DETAILS T200 ENLARGED PLANS AND ALTERNATE #1 FLOOR PLAN A8.0 TYPICAL CLASSROOM T301 TELECOMUN[CATION ENLARGED PLAN AND DETAILS A8.1 ENLARGED PLANS AND ELEVATIONS - TOILET ROOMS T302 DETAIL TECHNOLOGY A8.2 ENLARGED PLANS AND ELEVATIONS - TOILET ROOMS T303 DETAIL TECHNOLOGY A8.3 ENLARGED GYMNASIUM AND PLATFORM PLAN T304 DETAIL TECHNOLOGY A8.4 GYMNASIUM ELEVATIONS T401 LOCAL SOUND RISER DIAGRAM AND DETAILS FOR REFRENCE ONLY A8.5 INTERIOR ELEVATIONS T501 P/A, CLOCK RISER DIAGRAM AND DETAILS A8.6 INTERIOR ELEVATIONS T601 INTRUSION AND ACCESS CONTROL DETAILS A8.7 INTERIOR ELEVATIONS T602 ELECTRONIC SAFETY AND SECURITY SURVEILANCE A8.8 INTERIOR ELEVATIONS A8.9 INTERIOR ELEVATIONS A8.10 INTERIOR ELEVATIONS A8.11 INTERIOR ELEVATIONS A8.12 INTERIOR ELEVATIONS A8.13 INTERIOR ELEVATIONS A9.1 INTERIOR DETAILS A9.2 INTERIOR DETAILS A9.3 INTERIOR DETAILS A9.4 INTERIOR DETAILS A10.1 MILLWORK DETAILS VOLUME 2 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 V ' p, 0 s I I �I I'-71 i I' I I I I ti 1 S E R T1["1LfCj`N N E L S � N ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE LIST OF DRAWINGS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 1. 73 0 0 in N N 0 N E z U z PROJECT SIGN 0 8'-0" PHILIP R. SMITH ELEMENTARY SCHOOL v r► Z7a.___a STATE PROJECT NUMBER 132-0089N v y fi 4 CONSTRUCTED IN PARTNERSHIP STATE OF CONNECTICUT SUPERINTENDENT OF SCHOOLS NED LAMONT, GOVERNOR DR. KATE CARTER DEPARTMENT OF ADMINISTRATIVE SERVICES JOSH GEBALLE, COMMISSIONER BOARD OF EDUCATION PUBLIC BUILDING COMMISSION CRAIG ZIMMERMAN - CHAIRMAN MATTHEW MONTANA - CHAIRMAN JESSICA WATERHOUSE - VICE CHAIR AND THE EDWARD O'CONNELL - VICE CHAIRMAN DAVID S. JOY - SECRETARY MATTHEW BEAULIEU - MEMBER ART ADDUCI - BOARD MEMBER TOWN OF SOUTH WIN DSO R CAROL KELLEY - MEMBER BETH ESSTMAN - BOARD MEMBER PHILIP KOBOSKI - MEMBER ERICA EVANS - BOARD MEMBER BERNARD THOMAS - MEMBER MICHAELGONZALEZ - BOARD MEMBER ANDREW PATERNA, MAYOR CRAIGZIMMERMAN- MEMBER MICHAEL PARE - BOARD MEMBER ANDREW PATERNA - COUNCIL LIAISON RICK STAHR - BOARD MEMBER ARCHITECT PROJECT MANAGER CONSTRUCTION MANAGER MOSER PILON NELSON ARCHITECTS, LLC COLLIERS INTERNATIONAL GILBANE BUILDING COMPANY DOOR CLEARANCES FRONT APPROACHES PULL SIDE PUSH SIDE I I o NOTES: jL (*) IF BOTH LATCH AND CLOSER ARE PROVIDED (**) IF CLOSER IS PROVIDED SIGN NOTES: • SIGN PANEL: 3/4" MDO-EXT-APA PLYWOOD SUPPORTED WITH (2) 44 TREATED WOOD COLUMNS AND SECURED4' INTO GRADE. TOP OF SIGN AT 8'-0" ABOVE GRADE. • COLORS: ALL LETTERS AND SYMBOLS ARE TO BE ROYAL BLUE. THE BACKGROUND WILL BE WHITE ENAMEL. BACK OF PLYWOOD AND SUPPORT STRUCTURE SHALL BE PAINTED MATTE BLACK. • TYPEFACE: HELVETICA MEDIUM • LOCATION: SIGN MUST BE LOCATED TO BE CLEARLY VISIBLE TO THE PUBLIC. • TIMING: INSTALL AT THE START OF CONSTRUCTION AND REMOVE AT CONSTRUCTION COMPLETION. HINGE SIDE APPROACHES PULL SIDE 0 v PULL SIDE LATCH SIDE APPROACHES PULL SIDE PUSH SIDE PUSH SIDE co o I MOUNTING HEIGHTS- -EXIT SIGN: PROVIDE PENDANT WHERE MOUNTING HEIGHT NOTES: CEILING OR STRUCTURE EXCEEDS 1\ r 8'-6" AFF OR ABOVE, OR BESIDE 1. ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISH FLOOR 102" DOOR WHERE NOTED CLOCK/CALL 2. DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERLINE WHENEVER POSSIBLE FA HORN /STROBE t12 FOR AID SIGNAL 3. ALL DEVICES SHALL BE INSTALLED AT MOUNTING HEIGHTS AS INDICATED IN THIS DETAIL 4" MAX UNLESS NOTED OTHERWISE 80' ® THERMOSTAT SENSOR DEVICES AS 4. PROVIDE ALL NECESSARY BLOCKING i—� (IF NOT OPERABLE) �;A SCHEDULED `f f 2�, 5. COORDINATE DEVICE LOCATIONS WITH MILLWORK 60" DOOR ACTUATOR o T CARD READER / 8 INSULATE 48 . SWITCH 9 ABOVE COUNTER EXPOSED PIPING RECEPTACLE=C � o PULL STATIONbo 6"� z _ 27" EMERGENCY SHUT-OFF II - - 18 DATA, TELEPHONE OUTLET i m I LO o 0 u? v CD RECEPTACLE 6- _ r T FIN. FLOOR DEVICE HEIGHT LEGEND TYPICAL DEVICE TYPICAL ABOVE COUNTER ROOM IDENTIFICATION 2' 8" ALIGNMENTS AT DOORS DEVICE LOCATIONS SIGNAGE URINAL WATER CLOSET LAVATORY GRAB BAR V-7" SHOWER FRONT SIDE HANDRAIL/ INSULATE BUMPER GUARD TOEXPOSED PIPING g IF-- BUMPER GUARD U. q — CV W z O co I— N O �, Cv 1--71 2 30"WX O 8 O OP OP O C*M o, w M v M M �^� o i 27"H M N - O o M t w q `�' -CLEAR N a, c? d co FIN. FLOOR � 11" FIRE CALL FOR AID AUDIBLE/ DRENCH SHOWER/ DRINKING FOUNTAIN/ COUNTER WITH MIN. 6" TOILET PAPER SOAP DISPENSER/ PAPER TOWEL GLOVE BOX WALL MIRROR EXTINGUISHER VISUAL SIGNAL EYEWASH UNIT ELEC. WATER COOLER DROP -IN SINK AX. DISPENSER HAND SANITIZER DISPENSER HAND DRYER HOLDER PROTECTION SYMBOLS LEGEND ROOM NAME ROOM TAG 0000 AX — BUILDING SECTION 0000 DOOR TAG X WALL SECTION AX XO WINDOW TAG X DETAIL TAG AX XO WALL TAG Ax REVISION TAG XX 00 WORK SCOPE TAG XX I COLUMN GRID LINE O EQUIPMENT TAG OIL REFERENCE POINT AX.X X EXTERIOR ELEVATION TAG ACCESSIBLE SPACE/ITEM X X AX.X X INTERIOR ELEVATION TAG ACCESSIBLE EXIT/ENTRANCE X GRAPHICS LEGEND EXISTING CONSTRUCTION TO REMAIN r EXISTING WALUITEM TO BE REMOVED CONCRETE CONCRETE MASONRY UNITS BRICK STONE rx= METALS COMPACTED GRAVEL 7 1 EARTH/COMPACTED FILL FINISH WOOD CONTINUOUS WOOD BLOCKING SHIM PLYWOOD BATT INSULATION RIGID INSULATION III I I I III ACOUSTIC TILE RESILIENT FLOORING/PLASTIC LAMINATE - - - - - - - - AIR AND VAPOR BARRIER/DAMPPROOFING LIST OF ABBREVIATIONS HC -F FIRE RATED HD -P PARTITION MOUNTED HDW -R RECESSED HK -S SURFACE MOUNTED HM -SR SEMI RECESSED HORZ HP A AIR HR A/C AIR CONDITIONING HS ABV ABOVE HT ACT ACOUSTIC CEILING TILE HTG ADJ ADJUSTABLE HVAC AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT ID ALT ALTERNATE INCL ALUM ALUMINUM INFO ANOD ANODIZED INSUL APPROX APPROXIMATE INT ARCH ARCHITECT(URAL) AVB AIR VAPOR BARRIER JT(S) B/S BOTH SIDES L B/W BOTH WAYS LAM BD BOARD LAV BG BUMPER GUARD LCC BIT BITUMINOUS LH BLDG BUILDING LP BLKG BLOCKING LT BM BEAM LTL BOT BOTTOM LVR BR BRICK LVT BRG BEARING BRZ BRONZE MANUF BUR BUILT-UP ROOFING MAS MAX CAB CABINET MB CEM CEMENT MECH CG CORNER GUARD IVIED CG-F CORNER GUARD FIRE RATED MEMB CHBD CHALKBOARD MFG CI CAST IRON MH CJT CONTROL JOINT MHK CL CENTER LINE MIN CLG CEILING MIR CLOS CLOSET MISC CLR CLEAR MLDNG CMU CONCRETE MASONRY UNIT MO COL COLUMN MTL COMP COMPOSITE(ION) MULL CONC CONCRETE CONSTR CONSTRUCTION NAT CONT CONTINUOUS NIC CONTR CONTRACT(OR) NOM CPT CARPET NTS CPTT CARPET TILE CR CRASH RAIL 02 CRS COURSE(S) CA CT CERAMIC TILE OBS CTR COUNTER OC CYD CUBIC YARD OD OPG D DRAIN OPP DEFS DIRECT -APPLIED EXTERIOR FINISH SYSTEM ORD DET DETAIL(ED) DF DRINKING FOUNTAIN PERF DIA DIAMETER PLAM DIAG DIAGONAL PLUMB DIM DIMENSION PNT DIR DIRECT(OR)(ION) PREFAB DISP DISPENSER PREFIN DN DOWN PSI DR DOOR PT DUR DURROCK PTD DWG(S) DRAWING(S) PTN DWR DRAWER PTR PVC EA EACH PVMT ED EDUCATION(AL) PVR EF EXHAUST FAN EIFS EXTERIOR INSULATION FINISH SYSTEM OT EJ EXPANSION JOINT EL ELEVATION R ELEC ELECTRIC(AL) RAD ELEV ELEVATOR RBR EMERG EMERGENCY RD ENG ENGINEERING) REF EP EPDXY REFR EQ EQUAL REINF EQUIP EQUIPMENT REM ERD EMERGENCY ROOF DRAIN REQ'D EWC ELECTRICAL WATER COOLER RET EWC-BF EWC WITH BOTTLE FILL REV EXIST EXISTING RFG EXP EXPANSION RH EXPD EXPOSED RM EXT EXTERIOR RO RWL FA FIRE ALARM FD FLOOR DRAIN S/STL FDN FOUNDATION SC FE FIRE EXTINGUISHER SCH FEC FIRE EXTINGUISHER CABINET SD FEC-R FEC-RECESSED SGT FEC-SR FEC-SEMI RECESSED SH FIN FINISH SHT FLG FLASHING SIM FLR FLOORING) SKL FP FIRE-PROOF(ING) SKLT FR FRAME SND FS FULL SIZE SNW FT FIRE -TREATED SPEC(S) FTG FOOTING SQ FURR FURR(ED)(ING) ST-R FUT FUTURE STL FVC FIRE EXTINGUISHER AND VALVE CABINET STOR FWC FABRIC WALLCOVERING STRUCT SUSP GA GAGE, GAUGE SV GALV GALVANIZED SYS GB GRAB BAR GBH GLOVE BOX HOLDER GC GENERAL CONTRACTOR GF GROUND -FACE GFRC GLASS -FIBER REINFORCED CONCRETE GL GLASS, GLAZING GWB GYPSUM WALL BOARD GENERAL NOTES HOLLOW CORE HAND DRYER HARDWARE COAT/ROBE HOOK HOLLOW METAL HORIZONTAL HIGH POINT HANDRAIL HAND SANITIZER HEIGHT HEATING HEATING, VENTILATING, AIR CONDITIONING INSIDE DIAMETER INCLUDE(D)(ING) INFORMATION INSULAT(ED)(ING)(ION) INTERIOR JOINT(S) LENGTH LAMINATE(D) LAVATORY LEAD -COATED COPPER LEFT HAND LOW POINT LIGHT LINTEL LOUVER LUXURY VINYL TILE MANUFACTURE(D)(R) MASONRY MAXIMUM MARKER BOARD MECHAINCAL MEDIUM MEMBRANE MANUFACTURING MECHANICAL HOOD MOP HOOK MINIMUM MIRROR MISCELLANEOUS MOLDING, MOULDING MASONRY OPENING METAL MULLION NATURAL NOT IN CONTRACT NOMINAL NOT TO SCALE OXYGEN OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN PERFORATE(D) PLASTIC LAMINATE PLUMB(ER)(ING) PAINT(ED) PREFABRICATED PREFINISHED POUNDS PER SQAURE INCH POINT PAPER TOWEL DISPENSER PARTITION PAPER TOWEL RECEPTACLE POLYVINYL CHLORIDE PAVEMENT PAVER(S) QUARRY TILE RISER RADIAT(OR)(ION) RUBBER ROOF DRAIN REFER(ENCE) REFRIGERATOR REINFORC(ED)(ING) REMOVE REQUIRED RETURN REVIS(ED)(ION) ROOFING RIGHT HAND ROOM ROUGH OPENING RAIN WATER LEADER STAINLESS STEEL SOLID CORE SCHEDULE SOAP DISPENSER STRUCTURAL GLAZED TILE SHARPS CONTAINER SHEET SIMILAR SILIKAL SKYLIGHT SANITARY NAPKIN DISPENSER SANITARY NAPKIN WASTE SPECIFICATION(S) SQUARE SOAP TRAY -RECESSED STEEL STORAGE STRUCTURE(AL) SUSPEND(ED) SHEET VINYL SYSTEM REVISIONS CONFORMED SET MARCH 22, 2019 T&G TB TONGUE AND GROOVE TACK BOARD 1 3/22J19 CONFORMED SET TEL TELEPHONE TEMP TEMPER(ED)(ATURE) TERM TERMINAT(ED)(ION) THK THICKNESS) THR THRESHOLD TLT TOILET TO TOP OF TPD TOILET PAPER DISPENSER TRANS TRANSPARENT TUF TUFFLEX TYP TYPICAL TZ TERRAZZO UC UNDERCOUNTER LINO UNLESS OTHERWISE NOTED V VACUUM VB VAPOR BARRIER VCT VINYL COMPOSITE TILE VERT VIF VERTICAL VERIFY IN FIELD STATE PROJECT NO. VWC VINYL WALL COVERING 132-0089 N W WIDE, WIDTH PHASE 2 OF 5 W/ WITH W/O WITHOUT WD WOOD WG WIRE GLASS WIN WINDOW WMF WELDED WIRE FABRIC WP WATERPROOFING WR WASTE RECEPTACLE WS WIRE SHELVING WWM WELDED WIRE MESH O O °.I 1 O O � W O h�l O O r^ V1 LOCATION MAP k 1. ACCESSIBILITY NOTE: THIS BUILDING WILL BE DESIGNATED AN ACCESSIBLE FACILITY, ALL PROGRAM AREAS �mrn7ereFlr► ARE ACCESSIBLE TO PERSONS WITH DISABILITIES. ACCESSIBLE ROUTES SHALL CONNECT BUILDINGS, _ FACILITIES, ELEMENTS, SPACES, PARKING, PASSENGER LOADING ZONES, PUBLIC STREETS AND SIDEWALKS. ACCESSIBLE ROUTES SLOPES SHALL BE 1:20 (5%) OR LESS AND CROSS SLOPES SHALL NOT EXCEED 1:50 low (2%). CHANGES IN LEVEL SHALL NOT BE GREATER THAN 1/2" AND SLOPE SHALL NOT BE GREATER THAN 1:20 " uchlh`indaor UNLESS RAMPS OR LIFTS ARE PROVIDED. ACCESSIBLE EXITS MUST BE CLEARLY IDENTIFIED WITH THE ' s+wmdTennlltQ INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE ACCESSIBLE ROUTES SHALL HAVE 36" MINIMUM •` MOSER CLEARANCE THROUGHOUT (32" CLEARANCE AT DOORWAYS). 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK. REPORT ti9 ANY DISCREPANCIES TO THE ARCHITECT. 4E�m` PILON 3. COORDINATE WITH DEMOLITION DRAWINGS FOR REMOVALS. PATCH EXISTING SURFACES AS REQUIRED,FILL HOLES, GRIND SMOOTH MATERIALS, AND PAINT SO THAT ENTIRE PLANE OF SURFACE IS SMOOTH.NELSON COORDINATE WITH M.E.P. DRAWINGS FOR DUCTWORK, PIPING, CONDUITS, ETC. 4. CUT ANY NEW HOLES THROUGH WALLS AND SLABS AS REQUIRED. FILL ANY HOLES, VOIDS, AND OPENINGS �",•� - ARCHITECT S WITH MATCHING MATERIALS. SEAL OFF CRACKS WITH SAFING SEALANTS FOR SMOKE OR FIRE -RATED it CONSTRUCTION. SEE DETAILS ON SHEE A0.3 AINTAIN FIRE BARRIER INTEGRITY THROUGHOUT �'Rx+� �y, +�' 3 0 J O I D L N LANE _'"�4 �► WETHERSFIELD, CT. 0610£ CONSTRUCTION. j (860) 563-6164 5. INTERIOR DIMENSIONS SHOWN ON ARCHIT AL FLOOR PLAN AND ENLARAGED PLAN DETAILS ARE TO w,-Ilk ta 'u p„,,,. FACE OF STUD TO FACE OF MASONRY OR TO CENTERLINE OF COLUMN UNLESS OTHERWISE NOTED. 6. SEE DRAWING C 1.2 OR CODE INFORMATION. `'"*��, Mieiv ;c,ta1ti 7. SEE DRAWING A0.2 & A0.3 FOR WALL TYPES. *� e OF`qr''�'� '''$1 TITLE 8. SEE DRAWING Ai SERIES DRAWINGS FOR MILLWORK INFORMATION. 3� P H' LI P R. SMITH ABBREVIATIONS, Al DOOR t cnVVL CLEARANCES AND MOUNTING HEIGHTS tlri.�r Kr:,il 1 F POPOV DATE 11 /2/2018 COPYRIGHT (c) r Moser Pilon Nelson Architec DWG. NO. TRUE NORTH PROJ€071%ORTH 1 192 :2 1 1 1 1 1 1 1 HATCH INDICATES SCOPE OF ALTERNATE 1 -ADDED CLASSROOMS 1 HR RATED HORIZONTAL PANEL ABOVE SCHEDULED CEILING INSTRUCTIONAL STORAGE 218 SECOND FLOOR CODE PLAN 1/16" = F-0" CODE LEGEND ROOM NAME 0 000 1,000 SF 10 100 SF- E00 ••: : •-w. XXX _ MTD ROOM NAME ROOM NUMBER ROOM AREA (sf) NUMBER OF OCCUPANTS OCCUPANCY LOAD FACTOR (sf/occupant) ACTUAL EGRESS OCCUPANT LOAD MAXIMUM ALLOWABLE OCCUPANT LOAD DIRECTION OF EGRESS TRAVEL WITH ACCUMULATED OCCUPANCY LOAD MAXIMUM TRAVEL DISTANCE FROM FURTHEST POINT REVISIONS FE 0 ID CONFORMED SET -XXX CPT COMMON PATH OF TRAVEL FEC o\ FIRE EXTINGUISHER /CABINET ••..•...•••••••. LUMINOUS EGRESS PATH MARKING SYSTEM PROJECT NORTH MARCH 22, 2019 1HR. FIRE -RATED WALL CONSTRUCTION EXIT © DOORS WITH LUMINOUS MARKINGS WITHIN EGRESS PATH„ ®� (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) FLOOR PROXIMITY EXIT SIGN REFER TO DETAIL 1 /A6.1 NORTH 2HR. FIRE -RATED WALL CONSTRUCTION • (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) ® ACCESSIBLE SPACE/ITEM SMOKE TIGHT WALL CONSTRUCTION o o o (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) ACCESSIBLE EXIT/ENTRANCE I WEST i SOUTH XXX ROOM / DOOR SIGN i 71 360 Fx7xx • DIVIDER CURTAIN • • • I O XXX 360 r__f1_1 I 1 204 SF 1 MECHANICAL 300 SF - I 30.., XXX { 167 123 T I kil 167 VISUAL ARTS CLASSROOM _ its Li -� 912 SF i 50 SF _19 INSTRUMENTAL MUSIC AND PLATFORM 1 88 ( • VISUAL ARTS 873 SF STORAGE XXX KINDERGARTEN 132 889 SF = 45 20 SF KINDERGARTE14 133 889 SF = 45 20 SF KEYPLAN KINDERGARTEN 134 890 SF = 45 20 SF VESTIBUL rd 1sa • 185 ®0 192XXX 385 340EP • JTOILE• 01LET2:4 GRADES 1-2• GRADES 1-2 CLASSROOM CLASSROOM 131• 135761 SF •760 SF 20 SF 39• 20 SF =39 0 39 168 • F 168 • I —� - T04L • OILET A , GRADES 1-2RRIDOF GRADES 1-2 CLASSROOM CLASSROOM 130 • 136 760 SF - • 760 SF 20 SF = 39 • 20 SF = 39 39 0 39 168 • � � • 168 • 39 39 • 168• ®• • 68 GRADES 1-2 o GRADES 1-2 CLASSROOM CLASSROOM 1 137 760 SF 761 SF 20 SF = 39 20 SF = 39 MATH INTERVENTION -- 17 on • • 39 128 168 • 1 88 332 SF _ 17 • 20SF • • . • GRADES 1-2 • CLASSROOM ENGLISH • • • • 7 138 LEARNERS 127 17 • 761 SF = 39 330 SF 168 • 20 SF 20 SF = 17 XXX LIV 138A SECOND 238 • FLOOR 3471 0 • 168 3 0 0 0 0 READING • INTERVENTION SOUTH STAIR • 27 S101 I ELEV. • 168 525 SF 328 SF I EL-1 1 ® 20 SF = 27 = 59 EP � 8 4 YCHOLOGIST 168 o 15 SF 119A 124E USTODIAL® u 123 168 PRACTICE ROOM 168 24 11aB • 168 ° 176 SF 20 SF - 3 ° FE 300 SF = 1 FEC ® 46 av •� • 168 117D • 0 GENERAI C 03 .• •� 382 SF 2 1 IT 1 189 1 F1177C LW7Bj 0 168 168 0 918 SF 300 SF = 2 280 168 115 • 168 104 SF - 1 340 SF - 2 142 SF - 2 • ST AG j 33 20 SF • • • • 1 • - -_ 320 • • F 168 114 I VESTIBUI HAIR STORA P.E. STORAGE p.E. OFFIC • • 71 • �'� • •GYMNASIUM � 0 117 • • • ®`� 4,453 SF I i I n 7 SF = 637 I EC P 300 SF - 300 SF - 100 SF 226SF = 1 B DE=1T • • • • �' • • • •0''F' • : • • • • • CORRIDOR 300 SF 168 340 188 IAIN ELECTRIC -- • - 113 I TOILET 112 •IL • 94 SF = 1 77r==4d :E 348 SF � 2 • R91RIVD 300 SF GIRLS'OTOILE BOYS1TOILET 3st• �EQUIPMENT OUTDOOR 300 SF P168] STORAGEGENERALSTORAG 2 111A — 280 0 • • 9' _ 76 28O 280 KITCHEN STORAGE 134011 �Qy � EP 09A MAIN KITCHEN ,OAP ENTRANT 109 l�o EXIT M16F D MANAGER' 1,104 SF 200 SF 6 CAFETERIA 106 OFFICE 109B 1,704 SF GL STODIAL OFFI E 117o 2 1681,iF 15 SF = 114 136 SF - 2 100 SF 129 SF 100 SF = 2 FIRST FLOOR CODE PLAN 1/16" = F-0" 1 A 168 168;a 286 144 86 SF 0 340 • 168 300 SF = 1 0 0 • 0 • CORRIDOR 0 • FEC 0 • • MEDIA CENTER • 20 OFFICE 104A 1 339 167 168 191 SF = j 340 168 100 SF 2 EC E EP 16E STEM LAB T 105 114 SF 2 • VIDEO 187 PRODUCTION LAB 998 SF _ - 1 OO SF 2 168 = 20 50 SF °1 2 339 167 94 SF - 100 SF - 168 1340111681 XXX MEDIA CENTER WORKROOM 104C 168 I TORAGE 0 126 • INSTRUCTIONAL :ILN ROOM I 59 S STORAGE 202 SF 119E hN I WORLD SPEECH I 1 139A 300 SF 1 153 SF Cl) LANGUAGES ELECTRICAL$ 50 SF 4 124C__ 124D I CLOSET / FE SPECIAL 125 • EDUCATION U I STORAGE1 • RESOURCE ROOM L — — ,224 SF . _ RELATED SERVICES 12AF 4O j 5 292 SF 140 OCTAL WORKE = 13 SURE • • •11 = 15 10¢$8 • 168 20 SF SIC 1248 I 124 27 • — 14 168 • 168 13 OT/PTR RESOURCE 11SoRAGE 413 SF = 5 168 46 -1M 100 SF CONFERENCE EP 141 TEACHER ROOM 350 SF _ TOILE OILET ° WORKROOM 124A 20 SF 18 121 I F122 5 123 05 SF - - • 168 1 IT5 SF = 1 • 163 _ — • 4Ei2 CORRIDOR 0 EAST LOBBY • VEST 80 33 I• • • • • • • • • • • • CD • • • • • • • • • • •8• • • • 20 10 00 EP'' 1• • • 168 •;FEC 0 1'2 88 EP EC i68 FE — --- --� • HEALTH SERVICES • 939 SF = 10 V68 27 102 8 100 SF 168 715 SF = 8 �168 L - 100 SF F MEDIA CENTER FACULTY LOUNGE F104 I 103 PLY R i —TOILET -- 398 SF 1o21 I 102A STACK756 AREA I 1115 SF = 27 SULT/1 I c� MAIN OFFICE 100 SF 8 I ROOM I TOILET SECRETARIAL 1o1ic I Flo —,ARE — I� 14 I MAIN OFFICE READING AREA 168 CONFERENCE 947 SF - 19 ! PRO INCIP FICE 209 SF - 14 ROOM 50 SF v I;;; 1o1e ( 15 SF -- - - CPT=68'-6" M340 SECOND FLOOR M33FIRST FLOOR XXX STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 Q o � wWU W� � w�A ,z� � O O H � a a x a x1x111111III!11111tt. OE GON&O " N `9,fj • MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE CODE PLANS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. CD191 -; 1 IJ SECOND FLOOR TOTAL CONSTRUCTED BUILDING AREA SECOND FLOOR NET FLOOR AREA BUILDING AREA EXTERIOR FACE OF WALL BUILDING AREA 1 FIRST FLOOR 45,650 SF 2 SECOND FLOOR 13,151 SF 58,801 SF BUILDING AREA - ALTERNATE NO. 1 2 SECOND FLOOR 3,350 SF O 9Gn CC O'Q0V JI OPEN AREAS -FLOOR OPENINGS -AREAS UNDER PROJECTIONS 1 FIRST FLOOR 591 SF 2 SECOND FLOOR 1,817 SF 2,409 SF TOTAL CONSTRUCTED BUILDING AREA 64,559 SF LEGEND BUILDING AREA BUILDING AREA - ALTERNATE NO. 1 OPEN AREAS -FLOOR OPENINGS -AREAS UNDER PROJECTIONS FIRST FLOOR BUILDING) FLI NEI FLUOR ARE 1 FIRST FLOOR 2 SECOND FLO( NET FLOOR ARE 2 SECOND FLO( OPEN SPACE AI 2 SECOND FLO( NET FLOOR imFladmAJAR i FIRST FLOOR PART 2 - CT STATE FIRE SAFETY CODE 1.0 CLASSIFICATION OF OCCUPANCY: A-2, A-3, B, E 2.0 CONSTRUCTION CLASSIFICATION: NEW CONSTRUCTION 3.0 MINIMUM CONSTRUCTION TYPE REQUIRED: IIB IIB 4.0 ACTUAL CONSTRUCTION TYPE PROVIDED: Y 5.0 NOTIFICATION ALARMS: Y 6.0 DETECTION: Y 7.0 EXTINGUISHMENT REQUIREMENTS: APPLICABLE CODES • 2018 CONNECTICUT STATE BUILDING CODE, WHICH ADOPTS AND AMENDS: • 2015 INTERNATIONAL BUILDING CODE • 2015 INTERNATIONAL PLUMBING CODE • 2015 INTERNATIONAL MECHANICAL CODE • 2015 INTERNATIONAL ENERGY CONSERVATION CODE • 2017 NFPA 70, NATIONAL IONAL ELECTRICAL RICAL CODE • 2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES • 2010 AMERICANS WITH DISABILITIES ACT: STANDARDS FOR ACCESSIBLE DESIGN • 2018 CONNECTICUT STATE FIRE SAFETY CODE, WHICH ADOPTS AND AMENDS: • 2015 INTERNATIONAL FIRE CODE • 2018 CONNECTICUT STATE FIRE PREVENTION CODE, WHICH ADOPTS AND AMENDS: • 2015 NFPA 1 - UNIFORM FIRE CODE • 2013 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS • 21J119 RCuULA T IONS OF COIvNEC I ICU T S T A I C AGCI1JUICS OCC I IUI1J0 I UU-00K- I I HROUGH I Ud-38K-9: HIGH PERFORMANCE BUILDING CONSTRUCTION STANDARDS FOR STATE -FUNDED BUILDINGS • 2011 CONNECTICUT BUILDING STANDARDS GUIDELINES COMPLIANCE MANUAL FOR HIGH PERFORMANCE BUILDINGS • 2015 CAPITAL PROJECTS HIGH PERFORMANCE BUILDINGS GUIDELINES • OSHA 29 CFR PART 1910 OCCUPATIONAL SAFETY AND HEALTH REGULATIONS • OSHA 29 CFR PART 1926 OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION • STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH: PUBLIC HEALTH CODE FOR THE STATE OF CONNECTICUT TITLE 19 PLUMBING FIXTURE COUNT PLUMBING FIXTURE COUNT: NON -SIMULTANEOUS SCHOOL USE USE GROUP OCCUPANT LOAD WATER CLOSETS (URINALS) LAVATORIES I DRINKING FOUNTAINS OTHER MALE I FEMALE MALE I FEMALE A-2 114 1 0.761 0.761 0.291 0.291 u.23i 1 SERVICE SINK A-3 729 TOTAL OCCUPANTS (696) EXCLUDED OCCUPANTS FROM NON -SIMULTANEOUS USE AREA A-3 ADJUSTED: 1 33 1 0.221 0.221 0.081 0.081 U.Ui 1 1 SERVICE SINK B 86 TOTAL OCCUPANTS (32)1 1 EXCLUDED OCCUPANTS FROM SPACES WITH DEDICATED TOILETS B ADJUSTED: 1 54 1 1.081 1.081 0.681 0.68 E 1,067 TOTAL OCCUPANTS (408) EXCLUDED OCCUPANTS FROM KINDERGARTEN - GRADE 2 CLASSROOMS WITH DEDICATED TOILETS E An 11 rrcTEn• 659 6 5Q I 6.59 6-59 6.59 1 SFRVMF SINK S 1 19 1 0.101 0.101 0.101 0.10 REQUIRED FIXTURES NON -SIMULTANEOUS USE 8.75 8.75 7.73 7.73 7.44 3 SERVICE SINKS REQUIRED FIXTURES STUDENT AND FACULTY LOAD 499 4.99 4.99 4.99 4.99 4.99 FIXTURES PROVIDED 1 91 101 91 101 10 3 SERVICE SINKS PLUMBING FIXTURE COUNT: NON -SIMULTANEOUS PUBLIC / EVENT USE USE GROUP OCCUPANT LOAD IWATER CLOSETSI LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE A-3 (GYMNASIUM / PLATFORM) 1 696 1 2.781 5.35 1:741 1.741 1.391 1 SERVICE SINK FIXTURES PROVIDED (PUBLIC FIRST FLOOR TOILET ROOMS) 1 3 6 3 6 4 1 SERVICE SINK OCCUPANTS WITH DEDICATED TOILETS USE GROUP OCCUPANT LOAD I NOTES E OCCUPANTS KINDERGARTEN 1351 REDUCTION IN DESIGN LOAD. EVERY KINDERGARTEN, GRADE 1, AND GRADE 2 CLASSROOM HAS A DEDICATED UNISEX TOILET ROOM. GRADES 1-2 2731 TOTAL:I 408 B OCCUPANTS RM101/101B 10 REDUCTION IN DESIGN LOAD. THE MAIN OFFICE AND HEALTH SERVICES OFFICE EACH HAVE A DEDICATED UNISEX TOILET ROOM. RM 101A 14 RM 102 / 102B / 102C 8 TOTAL:l 32 BUILDING AREA FOOTPRINT USE GROUP AREA 1 FIRST FLOOR A-2, A-3 13,906 SF E, B 29,728 SF FIRST FLOOR TOTAL: 43,634 SF 2 SECOND FLOOR E 14,139 SF SECOND FLOOR TOTAL:14,139 SF BUILDING TOTAL: 57,773 SF USE GROUP LEGEND v A-2, A-3 �E,B I I A E, B USE GROUP TYPE IIB FIRST FLOOR 00 70Q eG 1 -r, E USE GROUP TYPE IIB SECOND FLOOR 14,139 SF PART 1 - CT STATE BUILDING CODE 1.0 EXISTING BUILDING: ❑ YES ❑ NO ® N/A 1.1 Continuation of Existing Use ❑ YES ❑ NO ® N/A 1.2 Change of Use ❑ YES ❑ NO ® N/A 1.3 Complying with International Existing Building Code ❑ YCS ❑ NO IN iv/A 2.0 NEW BUILDING OR ADDITIONS: ® YES ❑ NO ❑ N/A 2.1 Exceeds Threshold Building Limits 19 YES ❑ NO ❑ N/A 3.0 OCCUPANCY CLASSIFICATION A-2, A-3, E (EDUCATIONAL), B (BUSINESS) 3.1 Mixed Occupancies SEPARATED USES A n LICI^U'r AKIN AMCA ^f%R1011TAT1Aw1 /+ALIt_+TNII/+TIALI TV NC. 'i.V RC1�.7R 1 PAPAU Mn F-M 1rV I,,, P-V I N I IVIY + <rONS I RUG 11V1`I 1 I P-G. GENERAL BUILDING LIMITATIONS (Chapters 5 & 6) Use Case 1 to determine the allowable height and area and permitted construction types for the building containing a single occupancy or non -separated mixed occupancies. Use Case 2 to determine the allowable height and area and permitted types of construction for the building containing separated mixed occupancies. AREA MODIFICATIONS TO TABLE 506.2 • of allowable tabular area, At (Table 503) 100% Frontage `VVV2 358 497 308 284 • Increase for frontage, If (506.3) + 75% North East South West Total percentage factor =175% Total 1°231 Open 1,231 ff. Frontage (F) fi� Perimeter (P) Conversion factor 1.75 Total percentage factor-. 100% Width of open space (W) = 30' % Frontage increase (If) = 75% (506.3) If = 100 (F/P - 0.25) W/30 CASE 1 -SINGLE OCCUPANCY OR NON -SEPARATED USES (508.3) Using Table 503, identify the allowable height and area of the single occupancy or the most restrictive of the non -separated mixed occupancies. Construction types providing an allowable tabular area equal to or greater than the adjusted building area and allowable heights (as modified by Section 504) equal to or greater than the actual building height are permitted. DETERMINE CONSTRUCTION TYPE ALLOWABLE AREA (506.2) Actual building area _ 43,628 sf Allowable area per floor (Aa) Aa = At +�1S x If) / Allowable building area (Aa) 35,625 sf Actual building height 32 feet 2 stories no =An n ann n 79 �G G0G GV,.lVV + 1 .7,JVV V. tabular) \non-sprinklered>�Irontage area (At) tabularare"a (NS) incredsolf) Allowable building height 75 feet 3 stories / Permitted construction types CASE 2 - SEPARATED MIXED USES ALLOWABLE AREA (506.2) Allowable Area (Aa) Permitted types of construction: IIB Aa = At + (NS x If) Tvna of rnnctrurtinn asqumarf Allowable area per floor (A-2, A-3) for review (602.1.1): IIB 28,500 +( 9,500 x _ 0.75 tabular non-sprinklered frontage SEPARATED MIXED USE: A-2, A-3 area (At) tabular area (NS) increase (If) (USE GROUP) (USE GROUP) A-2, A-3 E, B Allowable floor area (all stories) Actual Area Actual Area L< 1) N/A Allowable Area + Allowable Area 35,625 x 1 = 35,625 allowable area number of stories 13.906 29,728 35,625 (0.39) + 54,375 (0.55) = 94 . f�, �.o /A�� /mavimum �� per floor. area knal �u ran.0 i run i v� Allowable area per floor (E, B) 43,500 +( 14,500 x _ 0.75 tabular non-sprinklered frontage area (At) tabular area (NS) increase (If) Allowable floor area (all stories) 54,375 x 2 = 108,750 allowable area number of stories per floor area (Aa) (maximum 3) CONSTRUCTION INFORMATION 6.0 MEANS OF EGRESS: 6.1 Total Occupant Load (Entire Building, includes Alternate No. 1) 6.2 Total Occupant Load (Largest Floor, includes Alternate No. 1) 6.3 Total Capacity of Exits 6.4 Total Number of Exits TOTAL EVENT 1,447 706 971 706 4,180 3,072 13 9 6.5 Egress Width per Occupant: 6.5.1 Stairs 0.3 inch per occ. 6.5.2 Other Egress Components 0.2 inch per occ 6.5.3 Corridor Width_: 6.5.3.1 Serving less than 50 occupants 36 inches 6.5.3.2 Serving more than 100 occupants 72 inches 6.5.3.2 Serving between 50 and 100 occupants 44 inches 6.6 Maximum Travel Distance 250 feet 6.7 Maximum Common Path of Egress Travel n r 6.1.1 H, m occupancy 75 feet 6.7.2 B Occupancy 100 feet 6.8 Maximum Dead End Corridor 6.8.1 Group A 20 feet 6.8.2 Group B, E 50 feet 6.9 Separation Distance to Multiple Exits: 1/3 diagonal 6.10 Luminous Egress Path Markings: Required 7.0 FIRE RESISTANT RATING OF STRUCTURE ELEMENTS (TABLE 601) REFER TO CONSTRUCTION DOCUMENTS FOR THE FOLLOWING: 7.1 Exterior Walls (Table 602): 7.1.1 Load Bearing 0 hrs. 7.1.2 Non -load Bearing 0 hrs. 7.2 Fire Walls & Party Wallas 2 hrs. 7.3 Fire Separation Assemblies: 7.3.1 Fire enclosure of exits 1 hr 7.3.2 Shafts N/A 7.3.3 Mixed Use Separation 0 hrs 7.3.4 Other Separation Assemblies N/A 7.4 Fire Partitions 0 hrs. 7.5 Dwelling Unit Separations N/A 7.6 Smoke Barriers N/A 7.7 Other Non -bearing Partitions 0 hrs. _ 7.8 Interior Bearing Walls, Bearing Partitions,Columns, Girders, Trusses and Framing: 7.8.1 Supporting more than one floor 0 hrs. 7.8.2 Sunnortina one floor only or a roof _0 hrs. - 7.8.3 Structural Members Supporting Wall 0 hrs. 7.9 Floor Construction Including Beams 0 hrs. 7.10 Roof Construction: 7.10.1 *15ft. or less 0 hrs. 7.10.2*15ft. or more 0 hrs. 7.10.3*20ft. or more 0 hrs. *Height to lowest mernber 8.0 INCIDENTAL USES 8.1 Storage Rooms over 100 square feet Smoke Tight 9.0 FIRE PROTECTION SYSTEM: 9.1 Fire Suppression System Y 9.2 Alarms Y 9.3 Automatic Fire Detection System Y 9.4 Smoke Control System N 9.5 Cr rnaniicinn N Y-_- 9.6 Fire Extinguishers - REVISIONS CONFORMED SET MARCH 22, 2019 SIAIC PROJECI NO. 132-0089 N PHASE 2 OF 5 a�E�` OOili�gf �°4} JNcaNZ�i `. Co 5, N Y; i * WtWr1 I iviOSE%� PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE CODE INFORMATION DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. OFFICE OF SCHOOL CONSTRUCTION GRANTS &REVIEW AREA CALCULATION DIAGRAMS I BUILDING FOOTPRINT 0-0 CDI*2 I I II I I. i I I II I II \ II II 1 1 I I i I I 1 1 I I WL 57 / / / / / N\ TN WINOSpR TOWN OFp0 PAGE 50 VpL 32 SOU WIN 2 pR 2 T p uN pF1236 PA Y`/ pL T "T" \ \ i— -�- I pRGE \ \ N\Sprl N K'159 & ALIPAGE \ JUSTIN VOL 681 I ASTRIANO I aNEY �gr,FM1S I )rb BASE SURVEY PREPARED BY ti i DESIGN PROFESSIONALS, INC. r AUGUST 10, 2016 / 1 HOuse Existing N°u J I i� Mu Existing I i Me r r AM EMe{er N\FEAppW AVERY M NI& E ZALENA DZMIENKREIN F R & Rj5TOPN FL (NN 1 p6 GN IKA J PAGE ER 2006 VOL. 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LINES (CABLE, TEL, ETC.) — Cx UNDERGROUND COMMUNICATION LINES CONTROL POINTS A HORIZONTAL CONTROL POINT -Q� BENCHMARK DOMESTIC WATER WATER MAIN — W — WATER SERVICE WATER VALVE e WATER METER FIRE HYDRANT LIGHTING POLE MOUNTED LIGHT GROUND MOUNTED LIGHT NATURAL GAS — GX — GAS MAIN GAS SERVICE LINE POWER EOx ELECTRICAL LINES, OVERHEAD — EUx — ELECTRICAL LINES, UNDERGROUND UTILITY POLE PROPERTY PROPERTY LINE — — — EASEMENT LINE O IRON PIPE 0 IRON ROD I] MONUMENT ROADS ° ° GUARD RAIL --- OR -❑-a- SIGN 51TE FEATURES • • • EDGE OF WATER X X BARBED WIRE FENCE —0-0 CHAIN LINK FENCE _ = RAIL FENCE —0-0 STOCKADE FENCE + + WIRE FENCE 9 OR TREE TREE LINE SANITARY SEWER — 5X SANITARY SEWER MAIN — 55x — SANITARY SEWER SERVICE LINE Cs� SANITARY SEWER MANHOLE STORM SEWER — DX STORM DRAIN PIPE ® STORM DRAIN MANHOLE ® CURB INLET p CATCH BASIN TOPOGRAPHY -----95----- CONTOUR X 6/, 95 SPOT ELEVATION WETLANDS WETLANDS LINE NOT 5: I. PROPERTY /5 /N THE RR ZONE. 2. PARCEL CONTAINS 658, 600 SQUARE FEET OR 15.1 ACRES. 3. HORIZONTAL DATUM /5 BA5ED ON NAD83. VERTICAL DATUM 15 BA5ED ON NA VD88. 4. 5UBJECT TO P0551BLE RIGNT5 IN FAVOR OF FRONTIER COPINUNIC4TION5 * EVER50URCE ENERGY; 5. SUBJECT TO P055/BLE R/GHT5 IN FAVOR OF CONNECT/CUT NA TER COMPANY. 6. NETLAN05 DEPICTED HEREON ARE BA5ED UPON MAP REFERENCE #l. 7. THE PROPERTY MAY BE 5UBJECT TO RIPARIAN RI614T5 W FAVOR OF 0TNER5. 8. PROPERTY DOE5 NOT FALL N/THIN THE L 11 `l1 T5 OF A FLOOD HAZARD ZONE A DEPICTED ON "FIRM FLOOD INSURANCE RATE MAP 0900.3CO384F TOWN OF SOUTH NIND50R CONNECTICUT NARTFORD COUNTr PANEL 384 OF 675 COMMUNITY PANEL NUMBER 090036 EFFECTIVE DATE 5EPTEMBE•R 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL 1N5URANCE ADMINI5TRA TION. 9. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCAT10N5 DEPICTED AND NOTED NEREON NAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING 5UPPL/ED BY THE RESPECTIVE UTILITY C011PANIE5 OR GOVERNMENTAL A6ENCIE5, FROM PAROL TE5TIMON7-AND FROM OTHER SOURCES. TNE5E LOCAT/ON5 MUST BE CONSIDERED A APPROXIMATE /N NATURE. ADDITIONALLY OTHER 5UC1-1 FEATURE5 MAY EXIST ON THE 5/TE, THE EXISTENCE OF NNICN ARE UNKNOWN TO D5516N PROFE55/0NAL5, INC. THE 51ZE, LOCATION AND EXISTENCE OF ALL 5UC14 FEATURE5 1lU5T BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUT140RITIE5 PRIOR TO CON5TRUCTION. /0. CONTRACTOR 514ALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND UT/LITY MARKING AT LEA5T TNO FULL NORK/NG DAY5 PRIOR TO 57ART OF CONSTRUCTION: I-800-922-4455 OR NNN CBYD. Co/11 Nit, TOWN OF SOUTM NINDSOR OPEN 5PACE VOL .621 PAGE -AM N\F HENRY N. it JANEY B. MA5TRIANO VOL. 59/ PAGE 75 N\F � JU57-IN B. < AL1aON K. GEORGE VOL- 661 PAGE 189 i N\F TOWN OF SOUTH NIN050R VOL, 1236 PAGE 322 N\F• CURI5710PNER A * 0.5A A ROBSIN VOL. 774 PAGE .M 5 nAt<r L_ WCALC I I t VOL_ 1091 PAGE 123 N\F CNR15TOPNER J ERIKA J FLYNN VOL" 2006 PAGE IM MAP REFEE'ENCE5: AI\F AVERY NFA VON r-562'52'0I "E 595,34' 1. PROPERTY 50RVEY RESURVEY PREPARED FOR THE TONN OF SOUTN N/N05OR 54 AVERY 5TREET 5OUTN N/NO50R, CT P141LIP R. .51'9I7'14 ELEMENTARY 5CN0OL5 STUDY" 50UTI-I 14/ND60R CONNEC"TICUT DATE 5EPT., 2003 5CAIE I INCH = 40 FEET BY DESIGN PROFE6510NAL5, INC. T. F.=307.15 INV=302.55 !ET 3376 NIL IGHT SURVEY NOTE5: / SNET lit L/GNT TRANS sNEr 1a EX. D1,14 T.F.-302.54 EX. ce T. F.-302.16 /NY 298.23 TH15 5URVEY AND MAP 14A5 BEEN PREPARED PUR5UANT TO THE RE6ULATION5 OF CONNECTICUT 57-ATE AGENCIE5 SECTIONS 20-300b-1 TNRU 20-300b-20 AND THE "5TANDARD5 FOR 5URVEY5 AND NAPS /N THE 57ATE OF CONNECTIGUT" A5 ADOPTED BY 7"NE CONNECTICUT A55GC1AT1CN OF LAND 5URVErOR5, INC ON 5EPTEMBER 26, 1996. TYPE OF 5URVEY 15 A PROPERTY $ TOPOL;RAPNIC 5URVEY - AND 15 INTENDED TO DEPICT THE LOCATION OF EX15T/N6 CONDITIONS RELATIVE TO PROPER Tr L/NE5. • TN15 15 A RESURVEY BA5ED ON MAP REFERENCE #l. HORIZONTAL ACCURACY NEET5 CLA55 A-2 5TANDARD5 AND VERTICAL ACCURACY NEET5 CLA55 7T-2 5TANDARD5. TO Mr KNOWLEDGE AND BELIEF, T1415 MAP /5 5U05TANTIALL r CORRECT AS NOTED HEREON. 12327 LANRENCE R. GEI55LER, JR., L.5. L1C. NO 0 wNvl—lLE W�o I s a px10 C 0in in.G �- 0 Tln 1- to W w m co to C OCO V OHO, rn CC wadNTw t'Atm`it -_ 066 E It: N Q oho coo C m W V Z x 3 a) mlu IL � Jd 0 a. ca N \ Q to ~ W J A WIm W s= V J Im ■m Hw y one d0a Q r 4-Jo0 V) 0 0 L cn U r to L. r w CL �-°o a a .0 M a0 C O a"' V 0 %, 0 w v m � 4 v U am Waco t o J 0 p U =U U W Z uJ 0 1 C Q z Ln J Z v3 d. O W .J Lu m z _0 Lu a z 0 0 c CL )0- . 0 Lu cc o 0 0. cl? ac a 0 0 QLO c� tn �- SHEET V-1 LEGEND: , X EXIST. TREE TO BE REMOVED @ anitory Man I ,rb '=J10.79r '' WG I CONC. WALK TO BE REMOVED a In N - 0 \IeC{Tic I — l.L-� ,cam \ NH . , in_ ,� BIT. CONC. 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I i n I ..,,nl_K SIG UNDER SEPARATE PHASE 1 CONTRACT. /+' C * " pFa pyr- / \ RJ� \ \ I / \ CONTRACTOR SHALL FAMILIARIZE THEMSELVES /� / �i0� \ I�.k 'G� / �K_°_ �" KI' T7- E i I / WL 63 - / WL s / I\\ L 101 \ \ \ 3 �P \ \ 1 \ ` WITH THE CONDITION OF THE SITE AS IT WILL BE / \ \ \ I+� 15.69° j2 & SEOE�SIGN a \ 8 a \g" Q a \ O ` \ MARLS I BIT \ AT THE TIME OF PHASE 2 DEMOLITION (THIS 311.44\ \ x 3 '` / 4 NollC J 50, BUFF) \ \`\ I 4L165 / h / \ TRt MAP I I / I \ ` WORK) AND SUBSEQUENT NEW CONSTRUCTION. // / I �� / \ / ws+ \ o CONC. CURB t� t�^<\O \ TW�N a\ I /�J \ ` / %/ I 'SIGN \\ x 314 8 5 x UP SIGN x ` w \ \ G / / 4 / \ \ 6 I LE rz \ A ARK44 \ \ \ Nsx 3.6 E 31 08 O �' p � 31 UOK� 311. � \ x 3 N \ I 6 \ \ A L2\ c� \ \ �C , 31 g. T \ I BTR M P�E �` \ N ` X \4M 9 \ Y B \ \ r aiNc-c \ Bir. /�E I - \ RKlNG S G I \ n M H ,-) EX• ;306•11­ TF- EX. C305.93 W) T•F•' 3p0.93( INV' BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 I I GRAPHIC SCALE 40 20 0 40 SCALE IN FEET SM 03 E 3� ' \CNE T t S \ \ SN T SANS RI \ a ^ GN X7 \K \ \ \ > LAY �a' EX. -321' T F', 4 �. • ANT `\ TR \ ` \ n -� \zlk p pA \ \ \ \ \ SCAPE \ T.F.- ` I a \ / 6 NCN \ , \ W\ a T SIGN \\ W \ E . C30 . 5q(E) Top / / \ \ o / \ \ � \ \ y \ \ �' _ pNE \ JY ( V,30 51(S) \ ` yoNE \ ST \ \ \ I \ \ \ I IN : 3p2- / / / /� - \ i q \ L \ \ \\ / \ \ p �� RtOK \ I / \ \- \ L8" TREE , / \� EX C3 p� 155 INV, WL �\ \ \\\ \ r \ ` ` \ V-c \�� B�PU� \ / \ 12 TREE 8 TREE T.Fv,302 \ \ O \ \ \ \ \ \f — — —, \ yF'f z \ \ �'+ \-12" TREE IN c'G NO W�LIGH T o \ \ ABpLL\ PARKING / I I I\ / \/ I SNET 3316 WL 19 / / / 1 \ \ 1 / C \ ` a \6» �R\ pLING / I II \ �, I y 4 I \ - DEMOLITION NOTES PHASE 2: \ o \ P� \ ` ` \\-- /\ I I / \ N/F ALENA 1. INFORMATION ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING OWNER WLI 8 I I I \ 1� \ \ \ \ �� \ �� \/ \ \�� \ I I / k // MITRY KRON PROVIDED SURVEY DOCUMENTS, UTILITY COMPANY, MUNICIPAL RECORD MAPS, AND FIELD SURVEY AND IS I i \ \ WL \ \ \ 1� \ \ \ / \GAL• \ / pz EIZEN I NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR I \ \ \ \ � \S p0 TAN \v / L I PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE OF DETERMINING ACTUAL LOCATIONS AND O \ \ \ \ ` / \011� \ �� I / � � O / ELEVATIONS OF ALL UTILITIES INCLUDING SERVICES. PRIOR TO DEMOLITION OR CONSTRUCTION, THE \ \ v 3.92 / Z / CONTRACTOR SHALL CONTACT' CALL BEFORE YOU DIG (ONLINE) AND RECEIVE REQUIRED FIELD MARKOUTS I \\ I ( ( \ \ \ \\ 32 \ \ MAPS \ \ 8 / W / / BEFORE COMMENCEMENT OF WORK. CONTRACTOR SHALL PERFORM CAREFUL EXPLORATORY EXCAVATIONS TO V)1 \ ( \ \ \ \ \ \V 15� \ �\' x 319'2� x 31 \ 1 g6 / / IDENTIFY AND VERIFY ALL LOCATIONS WHERE UTILITIES MAY BE ENCOUNTERED WHETHER SHOWN ON EXISTING \ R \ �/ \ / / CONDITIONS DRAWINGS OR NOT. \ SO \ O \ \ \ SO�THGEI \ WL \ / i / \ ' X \ �4 N OF 65 PA \ \ \ \ ` \ ` `� 18\ M �'0 2. PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THE LIMIT OF WL 5 \ \ \ \ \ \ \ TOWN \ \ \ \ \ �� I WORK SO AS TO PREVENT SEDIMENT AND DEBRIS FROM WASHING BEYOND THE LIMIT OF WORK, OR THE \ \ \ 16 / \ \ P \ \ / �`� SILTING OF ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE STATE OF \ \ \ \ WL \ o \ ) ` pC SyGN/�� CONNECTICUT 2002 GUIDELINES FOR SOIL EROSION AND SEDIMENT POLLUTION CONTROL. IN ADDITION, THE MAPLE — � CONTRACTOR SHALL STRICTLY ADHERE TO THE "EROSION CONTROL PLAN" CONTAINED HEREIN. THE WOODGE \I� `\ ` / BIRO \ 4 '- \ — CONTRACTOR SHALL BE RESPONSIBLE TO POST ALL BONDS AS REQUIRED BY THE LOCAL MUNICIPALITIES, WL \ o \ / a 3 / / — — — _ �4„ (RRjE� \ \ — -- — ----- — — _ — — WHICH WOULD GUARANTEE THE: PROPER IMPLEMENTATION OF THE PLAN. 3. CLEARING AND DEMOLITION LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ I WHT PINE NE \ 7 q� \ \ /j�`�32 OWNER'S REPRESENTATIVE PRIOR TO THE START OF WORK ON THE SITE. \ \ \\ \ \ \ \\ \ \ 2 18 /4» WH �/ / �� ^ 4. REMOVAL OF EXISTING STRUCTURES, INCLUDING BUILDINGS, PUMPS, TANKS AND ALL OTHER STRUCTURES \ L \ \ I 0Q/ (SHALL BE IN CONFORMANCE WITH THE REGULATIONS OF THE STATE OF CONNECTICUT AND ALL OTHER ��CRj �/ / / \ (APPROPRIATE AGENCIES AND UTILITY OPERATORS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL \ \ \ \ \ \ \ \ \\ \ \ \\ WL / — j / / / \O \ \ ` QQ / , — —'��� PERMITS FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. \ \\\ \ \ \ \ \ \ \ \ // / / \ \ V �\ �� I / / / \ N\F R & 5. ALL EXISTING STRUCTURES TO BE REMOVED (FOUNDATIONS, ETC.) SHALL BE REPLACED WITH CLEAN HE OMPACTED, GRANULAR FILL, COMPACTED TO 95% STANDARD PROCTOR DENSITY IN 6" LIFTS. I \ �- ,. � "/ / / / / \ (STOP FLYNNU 106 _ g12Q' S 7 / \ CHR IKA J PAGE \ \ \ \ \ \ \ \ \ 36 WL / / /�l,g r . / -�-321 6 / / 9 ER 006 6. XISTING BITUMINOUS PAVEMENT NOTED TO BE REMOVED SHALL BE DEMOLISHED, STOCKPILED, PULVERIZED, \ \ \ W 3 \ / / I \ T.F•' 31 / -/ --Ix 329• 2 / �`--- VOL• AND INSPECTED BY PROJECT ENGINEER OR PROJECT MATERIALS INSPECTOR PRIOR TO ANY USE AS / // / I 1 o / , R \ ) �// / RECLAIMED MATERIAL. RECLAIMED MATERIALS MEETING TESTING REQUIREMENTS MAY BE USED AS OR BE \ \ \ \ \ \ \ \ \ \ \ p �g� \ / / / // / / ( _ ' / ° 2,ig I/ �&- �^ _ INCLUDED IN SUB -BASE MATERIALS FOR NEW PAVEMENTS. ALL REMAINING PAVEMENT MATERIAL THAT IS TO \ \ \ \ \ \ \ \ \ �/L\ W� 1g\ \ ------t� 32 �O BU / / I \ E REMOVED SHALL BE PROPERLY DISPOSED OF OFF SITE IN ACCORDANCE WITH TOWN AND STATE N ��--� �— EGULATIONS. 40 / / \\ 35 �/ o \\ \ \ \ /T 7. NY EXISTING FEATURE NOT SHOWN HERE TO BE REMOVED WHICH INTERFERES WITH THE PROPOSED SOUTH WE sop \ \ \ \ \ \ \ \ \ \ \ / / WL\ / ' \ \ / / / s' N PAS / I ONSTRUCTION OR SERVES NO USEFUL PURPOSE IN THE PROPOSED PLANS SHALL BE REMOVED AND ZCZ R" \ I / SIG / ISPOSED OR ABANDONED IN ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS. OF SN SPA E 308 \\ \ \ \ \ \\ \ \ \WL\ 48 _ / \� \ /�,,:: j//` ` WL 26 \ W SDI\ O \ 8� S�RU SP E UCE _ / / / I �'2 TOWNOPE 1 pAG \\ \ \ \ \ \ \ \ \ ` WL / / _ / \ \ \ \ 8 I1�x�\ — / �\ 8.E CONTRACTOR SHALL BE PERMITTED TO SALVAGE ANY EQUIPMENT OR MATERIALS NOT NOTED FOR L 32 n \ \ \ \ \ \ \ \ \ \ \ / / r \ ' J EINSTALLATION OR STOCKPILING FOR OWNER. ALL SUCH SALVAGED MATERIAL OR ITEMS SHALL BE REMOVED V° \ L 23 ` FtROM THE SITE IMMEDIATELY UPON REMOVAL. NO SUCH MATERIAL SHALL BE STORED ON SITE. ABSOLUTELY „SPRUCE UCE pp f \ 4' C.L.F 0 SALES OF SALVAGED MATERIALS SHALL BE ALLOWED ON THE SITE PROJECT. 0 \\` 8 6" SSPR�CE DECK UCE PRUGE — — - — — 9. HE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED UTILITY SERVICE CONNECTIONS AND h I\ \ \ \ \ \ \ \ \ I 4� / \ o \ 12 / R nGE S — — — — HE INSTALLATION OF NEW SERVICE CONNECTIONS RELATED TO THIS PROJECT, AND SHALL COORDINATE ALL \ / / \ \ � \ 46 8" SP » SPR 6 UCE E PINE Y.O.p 36' V,31$•6 01' 12 12" SP,RSPR, RUCE WHT RUCE ORK WITH THE APPROPRIATE UTILITY COMPANY. \ \ \ \ \ \ \32 IN ' ,31 12 „ SP 12 12°' Sp X \ \ T.F' E IN V•� 46 , 14 10. E CONTRACTOR SHALL OBTAIN AND PAY ALL FEES ASSOCIATED WITH ALL PERMITS NECESSARY TO \\\ \ \ \ \ \ \ 42 / - - \ \ \ STA 4" TIL Y IN IN V,315- 46 OMPLETE THE WORK. \ \ 24 I CLAY IN 315 46 \ \ \ \ \ \ \ WL g Cp IN ITV,- -315 R IN V•� 11. CONTRACTOR IS RESPONSIBLE: TO VERIFY GRADES AND UTILITIES SHOWN ON EXISTING CONDITIONS PLAN 12 „ RCP pUT IN PRIOR TO START OF ANY WORK. ANY AND ALL DISCREPANCIES ARE TO BE DOCUMENTED AND SUBMITTED 12 " RCP F TE T THE OWNER'S REPRESENTATIVE AT THE TIME OF DISCOVERY. 50' R \ \\ \ I \ \ \\ 12 \VIA �E 123 MAR �Og1 PA 12. A L SLABS, SIDEWALKS, RETAINING WALLS, CURB, ETC., WITHIN THE DESIGNATED DEMOLITION AREAS SHALL \\ B DEMOLISHED ACCORDING TO SPECIFICATIONS. 3 / / \ \ 50' B FER \ \\ 1 I I \ \ \ 15. S W CUT EXISTING ASPHALT PAVEMENT WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. EXISTING CONCRETE CURBS AND SIDEWALK, AND GRANITE CURBING SHALL BE REPLACED FROM EXPANSION JOINT TO \\WLEXPANSION JOINT TO ITS FULL DEPTH OF INSTALLATION. 16. E ISTING ON -SITE UTILITIES SHALL NOT BE REMOVED UNLESS OTHERWISE NOTED ON DRAWINGS. REMAINING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION. - - ---_ - - \ \ -- / / / / -\\ \ \I I \ \\ \\ \\ \I \ \ 17. MANHOLES, CATCH BASINS, DRY WELLS, CLEANOUTS, VALVE BOXES, FRAMES, COVERS AND GRATES —_ �_— \ \ \ I I \ \ \ I I \ R MAINING IN USE SHALL BE PROTECTED AND ADJUSTED TO PROPOSED GRADES AS NECESSARY. I I \ \ I I 1 T I \ \ 18. FdR ALL UTILITY LINES DESIGNATED TO BE REMOVED, PLACE AND COMPACT STRUCTURAL BACKFILL WITHIN 7 / — \ TRENCH, FOLLOW CT -DOT REQUIREMENTS WITHIN RIGHT-OF-WAY. CONTRACTOR RESPONSIBLE FOR UTILITY IFICATION. SHOULD UTILITIES BE FOUND DURING DEMOLITION WORK THEY WILL BE THE RESPONSIBILITY \ I I - -----_____ - - - OF THE CONTRACTOR TO REMOVE. 19. THE CONTRACTOR IS REFERRED TO THE TECHNICAL SPECIFICATIONS FOR INFORMATION PERTAINING TO I F GEORGE \ \ 1 BINS SUITABLE SOILS TO BE REMOVED AND REPLACED IN THE VICINITY OF THE BUILDING PAD. \ / N\SON K189 / F A R°g 20.ALL ASPHALT AND CONCRETE MATERIALS SHALL BE REMOVED TO FULL DEPTH WHERE LANDSCAPED AREAS 8 & 8, I PAGE / N � AGE 238 I ARE PROPOSED OR WHERE NEW CONSTRUCTION IS PROPOSED. \ JUST" VOL. 6 CHRISTOVOL. ��4 PAGE I 21 STRIPPED TOPSOIL ANDA AMENDMENTS R OFFSITE THE SPECIFICATIONS TOTHE T MEET BUT REQUIREMENTS SUBJECT FOR TESTING TOPSOIL. REQUIREMENTS I ALTERNATIVELY, TOPSOIL MAY BE STRIPPED AND REMOVED FROM SITE AND REPLACED WITH NEW TOPSOIL I MEETING SPECIFICATIONS, INCLUDING TESTING AND AMENDMENTS. I \F MASTRIANO I 22. EXPORT SOIL MATERIALS SHALL BE REMOVED FROM SITE IMMEDIATELY AND NOT STOCKPILED WITHIN THE I aNEY F 15 I I LIMITS OF WORK OR BEYOND THEM. SOIL MATERIALS TO REMAIN ON SITE MAY BE STOCKPILED BUT TO A MAXIMUM LIMIT OF 4' ABOVE THE SURFACE OF THE VIVARIUM ROOF DECK. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N Phase 2 of 5 v W l-•' � N a J c c v yam, U 00 � � - - 41 eNf• V 41 (n Ll Ln E 'D 'D N 2� C = 7 J T ID %D se ; E E- LL a c o o v �' d > v C N W E C S _2 to c— �L s� �u L d a. a H C 0,' , tv ') No.2 SRO i\1 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL SITE DEMOLITION PLAN DATE 11/2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. Cleo 2 1 1 1 ��� REVISIONS Tg \ �REtv�O�(E CHAIN LI�t�K FENCE - - - - \ \ \ \ �j CONFORMED SET \ o � REMOVE BASKET BA HOOPS, \ \ \ \ -AND �W90D N-BENCHES // / \ - - - - \ \\ `� \\ `� \\ ��\ \� ��\\ `� \ \ \ \ \ / 6 \� BACKBOARDS & FQ ATIONS \\ \ \\ \ \ \/ // �\ \ 5.62 \ \ \ \ \\ \ \ \ \ \ \\ \ W p / \Type C CB MARCH 22, 2019 � KING \ \ �\ `� \ \ ` \ \ ` :\ \ \ \ I l ji2ai : TF-302.15 .tl) PA\ F,'� \� R1MOVE —�. \ n ---- I \ \ °\ �� °\�`. �`\ \` \ \. \` `\ \ I °\ °\ I \ lnv= \ % JG" \ \ IVv / UNDERGROUND ` l ti' Inv= ; In \\ \ \ \ \ /. / ELECTRICAL pLaS'AND UTI E \/\n'I\ E FIBER REM@!' .EX. BIT. �� o \ \ �\ / - A J� 1 \ SN G \ CON AVEMEN�Y'& OVE b`�(� f ° \ BASE BASE MATERI L/S \ \ \ \> / S /-,` - - - - - \ ` \ SOIL q \ \\ \ \� / gA� I r & FVN NS \ / \ \ \ \ `� \ ,� ,\;, "-;=�;�\/ \ �` \\ \ ii i�v \ 6• BRIO 322• N F \ ---- R VE ;,.�\ 30 \ . \ \ \ G SO \ *� % i' / o+ \ TR IC CONTROL & DISPOSE 0 A ING \ RK �,,1,��,',�.� ON \ SIGNS ND FOUNDATIONS REMOVE PLAYSCAPE SIGN � /\ \� \ 0/ \REMOVE bJRBLjNE, EXIST. EY \ I I PAVEMENT & BASE, AND BIT. �\ ES `\ \ \ N R 51GN1 / \� \ ' ° i ° , WA��x/ /ENiC T \ � ---- E SIG TIGER TORY ► \ �\ I—�,�� N DIN _ ��, I ERv \ N 22•� \�/ TER I / \ \ \� I 1 \ / `�� 1g.�9 a� R QED \ REMOVE BENCHES AND l i / \ NV \ \ \ / _ -* i i \ I `1 \ /st - R E S STOCKPILE FOR OWNEF�I� / ` \V/` \ \ / %� - i \ \ / I \ \ ss*- EMOVE PLAYSCAPE, o \ 4 \ \ V / / �'I� _ \ l// / / \ I 1 1 \ - --- � �r� \ ` �. / \`, mini irco_ nl A[^TI/� i CIV�,IIGJ oG t'LHJ IIV % 4 ' -) \ / / \ % / ) v - "" �: \ l . \ \ I •� I SIAIE PROjEC:I NO DGING %' i \ \ \\ // f / ` \ l a/ l I 1 \�� �x��z \`\"'' \ `� \ `� \`� \ \ \ \` ° \\ I \ \ \ II W NON R 5 -- ,--,,,-�\ \ \� �� \ `�,, I�LD �, \\ '\ \ I �� / I \ I / / ♦ \ / NK I \ P- \ �. \ \ F \ \ \ i / ` I 1 \ VVl I / __ / \x I \ �� I REM( �VE SEPTIC SYSTEM\ PIPE \ \` ` \ ll \ \ \ \ \ I N\ / / �I f * 1, \ ° I -CH `I1 \I + � I \\ &OUTLET STRUCTURE \\ \ ATI�NE \ \XWALK AHEAr9\ S N `REMOVE SEP7jC� I GN \ OC E ' \ \ \ \ y SYSTEM PIPIT- � I \ I MATCHONE S 1. cjl \ 1 \ � \ \ _ \ \ MATCHL114E S E T I \ �� J �� - ` \ `. \ \ r n l \ 1 —t I \ ` ♦ I ♦ I x iC I \ \ �7� \ \ oRQ r�l`. \ \ \ \ I /. 1. / i ( I �� / ` I �� li \ 3�/� \ A�-r \�� \ \ \ \I \ J' w \o i i \ LE /f \�y �� �/ / i \ If \ = Fo SIGN \ \ �, \\ \ \ \ \ \ A^AP I + I / \ \ \ \ \ \ \ I 1 M '7' )bLEAR & G UB /I / I A \ \` ° \ \ \ \ \ / 5 / EX. TREE � -_ / ( \ \ \ \\ \\ U \ \ w \ \ \ \ LE / -/� \ I / �\� j N REMOVE GRASS PAVERS \ \ \\ \� \ \ \ \ MAP Pa \ &BASE MATERIALS \ \ \ V, \ \ \ \ \ u O \ \ \ \ \ \\ REMOVE 3 \SPLIT \ \ \ Ci\EAR & B \ �� / / LAPIN / \ REMOVE OVERHEAD \ \ \\ \ \ \ \,� I \ RAIL FENCE)LML R0EX.�E \ S I Fo \ ELECTRICAL WIRE& �/ LAND QUND ` \ UTILITY POLE�)°1\REMOVE 8� REPLANT\ °\ T 4000, RGR �+ REMOVE TANK. I \ � � � 31 �'• I \ � �, \EXISTING 11REE \ \ `E ` \ (REQUIRES FIELD LEA" GRUB 4000 (� � I/. ,i \ \ ` / \U ,/ // / \ % 6 v~ IDENTIFICATION) Fo \ \ \ EIS. TREE \ ` I\I I� S \ 6 WATER SE E LINE / I •° a \ \\ \ \ TA 6• 16•P / i 1 WATER S�RVICE \ , ( ( y 00I/ \ X 3 / REMAIN AND ETE 0 \ / I I \ I/ TO/ R\EE/{,yjyAy�J\ \ ��_. \ I EXISTING BUILDING AND ITEMS WITHIN 5 OF /+ / �(�� \ \ 1 I --R E-B�w -x�-- x /\ 1 / \ i - ws - .- - - wS — - - ws,- - ws■— = - wsxfi - -'w�� - �- - - \REMOVE SCHO� x \ \ CLE & GRU REMOVE BIT. // FOOTPRINT ARE TO BE DMOLISHED AND REMOVED / / 0+ \ _ / - - ' RANT TO BE / 2 S y \ \ SIGN X. \ \ WALK \ / G' \ J ROVED AND -�� I I \ CLEAR GRUB EX\ CLEA & GRUB EX.� \ \ I / \ UNDER SEPARATE PHASE 1 CONTRACT. // /� �� \ \ I RELOC 6'EXEA EE i �i �`— \ —TRE �` \ TREES I \ QR CONTRACTOR SHALL FAMILIARIZE THEMSELVES F 1 I ARI E 1 \\ 1 / ♦ / \ I o _---- P K G� T N \ \ 1 \ \\ 1 \ WITH THE CONDITION OF THE SITE AS IT WILL BE /� �* qq \ I ��{� 15 69 * � SE E ISIG \ 8 \ \ EI \ AT THE TIME OF PHASE 2 DEMOLITION THIS ¢+ 31 \ 3 TIG ► > i \ I \mmlI /I I T \ ` / �/ / \Yk + ' ' N 50 UFF \ JEMOVE°GQ.jCH 3 � \ WORK) AND SUBSEQUENT NEW CONSTRUCTION. / / �\ �i\�' I �- —�/T. J I BAs-- I. I ° \ LE \ / ; 1 // ^\ \ / \ �* o \ \ CONC. CURB— �� REMOVE EX. ss(T. \ CONC. PAVEM NT/ 1 \ \ 1 \ v\I� ,�' \ ; I / �� \\ \ ` / Z�A I + G(\J / BASE MATEWALS F SIGN�\-� G ° T �\ , \ / I / \� \ \ 8 o I �/ \ \ il ,' • I \ \ / /ll KIN / �* REMOVE WATER\SERWC;E LIN �� � " 65 U /� � \ � 8.7� \ \ 40 I i 1 \n ` I� AR \ / CHMAM4ER, AND vVENTS \ I 3• I� E /.� 3� o 30 \ \N O \ \ �\ ' 1� A�i LE °\� \\NO �� \ ER \ 3 , g�GK \ c 31 \ BIT. DPIVE `\ x ►/' \ \,, A \ \\ c) 318' AT x� 1 Fo r CONE —C .- 2 E ' \\. `\ \ MN ` WNAM I* , ; l lNG SG \ 1 lY ,, \ \ G R , , ,qRK ° ;\ \ T.� IMF ,\� \� \ N X \ Y ��\ �\ \ \ 3� RISER I \ \ Sig 1 1\\ \ \ SM 8 - >)\ NE �NT \ S\�,- \ T 5\R c N I \ �\ �� \ f \ Y \\�� \ ` EX' 21 .0 I C EX. TREESGRUB \ / . ENT \ STONE BENcI AND OTHE� SN RAN \ / ° \ \ `° .'. \ \ \. %\\ / LAA °° \ ` T 3 ` I �\ I \\ > \ IrN COMMMEMO VE GARDEN\ T `C\. \ \ ° \ o 51GN \ I. ° �_� n A \ \ \\ P D orkAM/C CCDTI,` CVCTCAA non A n A n r v \ \ I • vL Ju llv J 1 J IATE uviANH / i IV V' IVMHMCJV I tV �l \ �1� ����Q ' `u \ f \ SC�1 °\ PIIPINGLTHATNREMA NASSOSCIBOTDH I \ 3z - - - \N E g \x B�(MOVED OWNERAFOf;SFID1VA ED I \ \ E<I °U ° UP AND DOWN STREAM \�n NE a\ Z -� STO; RE�\STALLATION� TO\ \ \ REMOVE OVERHEAD \ \ REMOVE CURBLINE AND EXIST. REMOVE 4 HT. C.L. FENCE \ / \ 1\ C-) \ \ \ \ I ELECTRICAL LINES & PAVEMENT & BASE L- " / \ \ \ 3 ° \ \ \ \\ \ ��i \ ` �\ \\ G Rich \ I / UTILITY POLE \\ \� _ „ \� _ ,� TREE / X�N \ AO1 \ \ \ \ f \ \ st \\ �'\ I / l2 TREE 8 TRE: E\ ` \ n P� \ TILITY POLE TOEX. �REMAIN \ °\ EM29VE \ \ \ I \ C \j\J \ \ \ /� REMOVE 4 HT. C.L. FENCE \ I MAIN PROTE THROUGHOUT \ PLAY CARE \ \ \ _ _ _ \ y (D \ \CONST CTION PERIOD\ ° \ \SON N RR °\ °\ °\ ° I _ - - - - -, ` °\ F�' \ n i REMOVE SE fiC `-12" TREE \ EMOVE UNDERGROUND °\ NO JU I AND �+ ' - - ECTRICAL LINES \ \ \ \ \ \ �FMVF RIT WAI Kn I _ ... VAa GI ��REM VE &' TIOE B I C1 IE \\\/ \ ,E o PA �* PAVERS. PJOEINST TECT AND // o 5NT'�3 ° \ \ \ \ - \ / \ \ ° \ 6' CGRUB° / \ OR G , ' 1 SAVE FORALLATiON��/L \ \ \ i N 1 PER SITE LYOUT PLAN& / \ \ U� \ \ \ \ L'VC. TREES LING / MARK TH / 1\ \\�' I°\ */ / 9.64 I, I \ �/ , J pRILL M� 516.05 \ _ 1 v Ev A \\ ° ° / \ ' 1 3 PUMP OUT SEP TANK. REMgqIVE TANK ANL� / EL N \ \ \ ° \ \ \CL ARE TR f \ ( ` \\ \\ \ �� ` , \ ANY FOOTINGS, LLAST & TIES DOWNS. REMOVE / / ^\ N/ ALE CL AR & UB \ \ ` \ \ §+ 1 \ 6J SUPPLY PIPING F SCHOOL BUILDING & AP / / ` i N I \ \\ �\ °EX' \S P \ \ \ 1 ��\ \\ \� i ` \ ii1� \ \� \ \ '� OR PLUG DISCHA G PIPE TO �EACHING FIELD. / / � // MITR KREIN \ 1 \ °� ` \ \ f \ ` I I / OZ EN \ \ WL \\ \ \ \ 1 ` \\ \ / �► \\ \/ \GAL N \\ \ / / / � EIZ \ \ \ o \\ °\ \ ° \ \ \� / REMOVE TIC TA \\ W9LK -0000 \ \ 9.24 31 i 66 \ \ 1-11 5 \ \ CL AR &GRU LE \ / \ i REMOVE VV P � EXISjr/PAVEMENT/& BASE\ V�'L \ ° \ \ ` ` EX. TREES \ \ �' �\/I� ` �+ �'O \ \ \ o \ \ 1 REMA\ ' CONIC. GN ° 16 \ \ \ \ / WALK \ s° / \ �+ ' VVI_ \ \ \ o VOOD 4 HT. FENCE ° ° °\ \ ` / / \ �o \\- CLEAN& GRUB CLEAR & GRUB °\ T \ MAIN \ \ \ \\ / \ I I C_I�EA E GRU�o v ` J \ // EX. TREE- - ��� EXRE o \ � °\ � I '' WN T PINE �\ LEGEND: CONCRETE WEIR \ \ \ / I WN _ �+ / _ LOW FL= L=315. 110010 \ X ` — HIGHER FL=315.40• �/ X EXIST. TREE TO BE REMOVED '(\ CL &GRUB REMOVE EX. BIT. /�I / - - - - \ \ CONC. WALK TO BE REMOVED L / - _ / / \ EA CONC. PAVEMENT & VV / / / \° \ 1 \ // Dc . TREE O / BASE MATERIALS ° F BIT. CONC. PAVEMENT TO BE REMOVED REMOVE 4 HT. j ❑ C.L. FENCE\\ \ N PNER NN RISTG j FLY 1 OF) PAVERS TO BE REMOVED 3 �;' ,' — , _ _ _ f / �\�\� I ° \\ \ —�---- ___�= �� C� g 1 0 S��y, , \ e / � / ,/ � E R I K A 6 P AG WL / j'//,8' �, \ °' I REMOVE YARD DRAIN\ AND F %32 6 / / // / J 327•g \\ 200 \\ BUILDING TO BE REMOVED / RELATED PIPING INCLUDING T / X L C.L\ FEN ° \ �' G� I I EXISTING FLARED END \� �,�� ( 3 / / / / - vo TO \REMA I� \+ I \\SECTION /I yp" R �+ �/ / / / // �/ - - CURBING TO BE REMOVED / / , -r' i °—t— 322' �2-�g- 132-0089 N Phase 2 of 5 v L �� •n E ? N C v J — .o U crow �£ 1—�- d`-000 m C d= C A E W =u= U w J s E E y K U O O C yCj V L a; �y �s v a y 00INlytp , o _ 336� 'ONA� MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 /V�'� � ° \ \ R VE CATCH � N /� �'� / // I I � � �o TITLE / \ \ I IDEN� RELATED PI-gItVG I�� 1� I / BASE SURVEY PREPARED BY 0N\\\ / / �Z \ \ I AND (REMOVE TO EXT \ \/ \ } / / DESIGN PROFESSIONALS, INC. SITE DEMOLITION OIL DOWNSTIREAM STRUC URE / �'� y L\�J\ J I 'r / / I \ S AUGUST 10, 2016 ENLARGEMENT GNP Pi© // / o SOUTH 12" RCP / VV/ �"CR \\ \ I I % / �I' / / // I CJ�� \ -- / FL=314.70' vV I J E — — / 2 6 \ CONIC. HEAD WI \ �0 5 AMVJVFI IC.�1. F�NC HT. C.L. 17 T CE ° I 4 I r ��i1 � -'%- �x ° TO REM \ \ / 1 \ / \ I EMOVE 4 HT. \ o \\ \ �� 2`3 \ \ C.L. FENCE 2 P 5PRU E r W GG 6 RAG EGK UGE------- --- \ \ P r � �E PR 6' '' 5PRU RUC 6'' S GE INE—_----- GRAPHIC SCALE 6 18•4 8 2 SP SP,RU RAGE E WNT ,P PR�GE 20 10 0 20 \ \ x \ \\ °\\ \ I Y•�• ,320 3 NV.,3 16.01 1 12 2� SP SPRUc 12 12 5 E i N I , 3 5 46 SCALE IN FEET \ \ X \ INV., 1 DATE 11 /2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. N r O N m Z U ar Z a / I\ w� I REVISIONS LEGEND: i U // Qi IBASE SURVEY PREPARED BY , \ CONFORMED SET / �IIDESIGN PROFESSIONALS, INC. 1 AUGUST 10, 2016MARCH 22,2019 /X EXIST. TREE TO BE REMOVED IICONC. WALK TO BE REMOVED ❑ 01 BIT. CONC. PAVEMENT TO BE REMOVED wG' 8W Sanitary Manhole \ —S 1F=310.79 1 re • irr-•r rnr nrnirn \ \ Inv (S)=306.7 r4 \ \ \ � r/AVtr•CJ 1U Dr- mr_muVtU v" Inv ( =30g f Coto' wv \ \ I BUILDING TO BE REMOVED CURBING TO BE REMOVED 00 SAWCUT AND REMOVE u I I �\ EXISTING CONC. WALK iO j s 61ATEPRUJE%I NU. \ 1 ct�16c -%-e MMODATE NEW CURB CUTBrick Wo/k \ 132-0089 N Phase 2 of 5 ose \ �� \ SAWCUT AND REMOVE a Nau / �� �EXISTING CURBING AND BIT / I I 1 DMGq H se(S� NC.\ROAD PAVEMENT TO I 25 Go \ ACCO MODA-TE�W CURB CUT�� 302M\{{ F 04 I I� REMOVE 3"SPLITc/O�. 6 \\ \\ RAIL F Ei\TCE,\iiEl AI 1 3 / LEMter \ \\ \\� M N \ I P O I I c g I \ \ \ \ EX. , 302 I I i EX. , 302 2 _ 1 T. F. 5 9 2 w 7 0� 117USu \ \ \ \\ \ E\ 302. I � \\ \ \ \ Fvg . 0 Type C CB \\ \ 4 HT. C.L. FENCE / \ \ \ \ \ \ I \ \ I \ _ 2.2�.- f7F=JO2.15v^ O TO REMAIN - - \ \ \ \ \ l e In Inv= H \p o SOP 00 --- dlN \ TH SOU GC N 0 F 3 6 P A I / T VOL. � 311.6 \ 316.9-1103-1 REMOVE 4 HT. C.L. p' \J \\\ll / X / / \ r �- \ FENCE GATE \� OGl\ 1\ \ \ \ \ \ \ \ I I \ \ \ \ — — — — �— — — ► —i-- \ \ F■�i CL /&GRUB \ + WAIF EX EES AND - - - 1 I \ \ � � CLEAR &GRUB EX. TREE .�-- \/' REMOVE SWINGS & �� \ I / ND FOUNDATIONS 306. 6 LID 5 ND I \/__1 �' CBA I v \ (\ v v v v� -- gAS / \ / / 1 1 ---- REMOVE EX. BIT. --- \ \ \ �? \ �`. \\ \ \ �H 0 / °' � a� •_ — N BASE MATERIALS \ \ \'� L O O h .� �aj L 0 0�L S 05 N0 \ o / / / J \ �,� / T� / \ \ \ \ �REM�1�E CHAIN_ L& FENCE-J - _ - \ \ \ \ \ L \\ " REMOVE BASKET BA HOOPS, \\ \ \\ \ AID W90DD N- �W6HES / \\ 62 \\ \ \ \ \ \\ �� \ �` \\ BACKBOARDS & F ATIONS \ \ \\ \ \ \ KING \\ � �\ \ ---- X 315• PA 6' ilk R1MOVE \. / UNDERGRQUN_D F / ELECTRICAL L S — — — — / ✓ — — — — \ \ \ ` \ �� `� `� \ \`� \ \ � / ;✓000 \ /� AND UTI �E \ � 3 \ \ \ �\ �'-� \ �itrlrr (��POVE WOOD FIBER / _ �\ \ \ \` \ ` \ �\ \ \� ` ti rr \ / REM F�.EX. BIT. / �\ \ \ \ \ \ \ fj\� \ SN \ \ \ \�, \ `���� X \ ° \1 / I / PLAY SURFACING \ CON PAVEME jY'& �� ` \ \ \\ �� / ST�P' LOVETOP I - - - - - - - \ \ \ \` \V \\ ,��C - ��� \ of GON/IrFc�,'% AND RELATED BASE BASE MATERIALS \ \ \ \ \ \ / Ac,K, C & PN NS, \ I \ MATERIALS AND SOIL i I \ \ � G _ SEPARATOR FABRIC 2• / 1 \ 1 \ _ %* R \ o -� = \ \ O 11 \ \\ \ 32 / T \ G SIN \ \ / //%� / / /°+ Fo \\ - - - - TRIC CONTROL & PISPOSE ARSING \ \ � \\ \ I \ \ \ ( / , / / \ I I�I(� I \ \ \sue ON� \ SIGNS ND FOUNDATIONS \ 2 \ \ I / / �� ' fi \� l Oi \ R I \REMOVE bJFZ•UNE, EXIST. �x�� c .V \ \ REMOVE PLAYSCAPE SIGN \ \ p \ \ PLAYGROUND \ / —/ / \ \l I\I/ \ I ( PAVEMENT &BASE, AND BIT. / LE \ F \\ \ GN \\ , , ' ^�� \\`\ \\ pNAL��`�`; \ \ I \ \ £ouiPMENr / / \ _ \ \ WAL o), o ; ' \ \ IGN I / \ \ / \ ( \ ENIO \ \ \ - - - - SI \ ' ��'�, ,, �\ �\ \ \\\ \`� \ ����rrrrrtr>>>��\ \ \ 4 HT. C.L. FENCE 1 \ \ \ Y S / / \ - �x� N T \ \�� ,� ,-';, - `� \` ` \ \ \ \7TIGERR I \ \ �I N OI SCR \ GN GATE TO REMAIN \ \ PIT / / \ I I \ \ \ - \ E SI TCRR I TN R \ \ \ \ 2 \ \ 3 ,, T ° � E \ \\\ \ \ \ \ 3 \ REMOVE BENCHES ANDI �i / \\ 'V`� \ \ \ / ��—� / i \ I/ I\ / — —� R�S GI\v'- 0 p \ \ \ STOCKPILE FOR OWNER-, / \�/� \ \ / - /- - , / \ / I I \ ' x� \\ \� REMOVE PLAYSCAPE, /, ` \ \ \ / /' =- - -A \ \ \\X i. BENCHES & PLASTIC // / ♦ -1 \ � _ _ max, -E \ _ � \\ \\ EDGING NCH / �' � I i / \\ \ / �/ i' / ` \ / �°+ � \ ( I \ �+ - - - - � K � 5 ,-'� , -�� ,\\ \� ,\ , \ .\\,FIfL 1VlU�r,l� o \ \ \ N // / I �( / ♦ \/ NK I \ P \, \ C \ ( \ v s PILON ( \ \ CH / I { I \ M i �+ /' I t j _f EM U L SEPTIC SYSTE: \ IPE \ ` TI \ \\ \ I // / / / �/ II/ + \ & OUXLET STRUCTURE \\ �\ N �` c I \ \ \ B I I ` ( \ �/ I/ / / / ` REMOVE SEP7 C ( \ GN \ �OC�E NELSON ° \ �\ G� / I / / MATCHLINE SHEET C1.2 SYSTEM PIP I \ SIGN \ \ \ ` r\� 1 \ \ \ \\ � I \ � � I — r ` 1 \ �.r \ — �- —�.,, ` P--� , � `,� `, ARCHITECT S MATCHLINE SHEET CI.I I \* 11 \ Q \ \ ` RO\ X� OA \ i U \ 30 JORDAN LANE \ \ \ \ I \ + / / , APP \CAE \\ \ WETHERSFI563 16 06109 �/ )f I /✓ 3 \ 1\ \`, (860) 563-6164 / I I 1A/I / \ \ \ \ \ { Ir 11 1 ` n I I \ j / I \ li / `_ 1 F4 SIG \ \ \ ` \' \ \ \ \�'\ ` Woos I \ \ \ \ \ , 1 , 5,, M Ar ` / �+ _ ` tLEAR & G4UB //I / Ah \ \ `\ \` \ TITLE \ / EX. TREE \ �\ '< ` _ / \ I / Q I N REMOVE GRASS PAVERS \ \ \ \ \ SITE DEMOLITION \ 8 R -rl � / - \ ° \\ _ \\ \ \\ �r APSE / / ` \ / I y� to & BASE MATERIALS \ \\ \\ \� \\ ENLARGEMENT \ -1`� \ \ M ---- \ \ \ NORTH \\V L \\ ° \ \ \\ C EAR &�;� B \ "IN / / n� SCAPIN l \I Fo \ REMOVECOLEWREAd Bc \\ \ EX.fREE �t ` AI v D N O \ 1 UTILITY POLE I' GROU ` �+ REMOVE TANK. ( \\ C� i x 31 �• I DER LEA GI \ (REQUIRES FIELD EX. TREE \ \ ` / \ N �( // / \ / 86 IDENTIFICATION) 6 Fo I ' \ TA ��� 16• \ 316•� / ANDWATER SE E METE 0 LINE \. / DATE 11/2/2018 \\ \\ ` /� / \ X / / REMAIN / COPYRIGHT EXISTING BUILDING AND ITEMS WITHIN 5 OF /+ / �� \% F — _ _ \— — —x — (� —x — = — Moser Pilon Nelson Architects CLE & GRU REMOVE BIT. / FOOTPRINT ARE TO BE DMOLISHED AND REMOVED / _ %H RANT TO BE T \ \ WALK / \ PHASE 1 CONTRACT. / ' � �' \\ \ —� R OVED AND-— EA i# DWG. NO. \ \ I / \ UNDER SEPARATE /� ¢/ /� O� \ \ I � 3c RELd EX EE GRAPHIC SCALE (/ \ CONTRACTOR SHALL FAMILIARIZE THEMSELVES / —\ \ I / y,�o Fo - 1 _ -- 20 10 0 20 10 1 \ >> \\ \ 1 / \ WITH THE CONDITION OF THE SITE AS IT WILL BE / �qq \ ,� i 5,69 + r / \ AWL \ % ` �,*' ' 1 � 31 \ \ 3 \ I \ AT THE TIME OF PHASE 2 DEMOLITION THIS 3 \ ° � � � SCALE IN FEET C1*2 \ \ ROE /I IT ♦ C / �� / \ 0211AWORK) AND SUBSEQUENT NEW CONSTRUCTION. / i \ \� I SITE PLAN NOTES: 1. REFER TO OTHER PLANS, DETAILS AND PROJECT MANUAL FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE SITE ENGINEER IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO BIDDING. ANY CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE CONFORMED WITH THE LOCAL CONSTRUCTION MANAGER PRIOR TO BIDDING. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIALS AND PLAN SPECIFICATIONS TO THE TOWN AND SITE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW. 3. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION NOTES PROVIDED ON THE DETAIL SHEETS. 4. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION DETAILS OF BUILDING. 5. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. 6. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE SCHOOL OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. 7. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE. 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFORMED TRAFFIC OFFICERS AS REQUIRED, ORDERED BY THE ENGINEER OR REQUIRED BY THE LOCAL GOVERNING AUTHORITIES. 9. REFER TO DETAIL SHEETS FOR PAVEMENT, SIDEWALK AND CURBING INFORMATION. 10. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED PLUMB WITH THE EDGE OF THE SIGN 2' OFF THE FACE OF THE CURB. 11. THE CONTRACT LIMIT IS THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED. 12. OSHA REGULATIONS MAKE IT UNLAWFUL TO OPERATE CRANES, BOOMS, HOISTS, ETC. WITHIN TEN (10) FEET OF ANY ELECTRIC LINE UNDER 50KV IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINE(S),�CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. 13. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF THE PAINT MIXTURE PRIOR TO STRIPING. 14. PAVEMENT MARKING KEY: 4" SYDL - 4" SOLID YELLOW DOUBLE LINE 4" SWL - 4" SOLID WHITE LINE 4" SYL - 4" SOLID YELLOW LINE 12" SWSB - 12" SOLID WHITE STOP BAR 15. PARKING SPACES SHALL BE STRIPED WITH 4" SWL; HATCHED AREA SHALL BE STRIPED WITH 4" SWL AT A 45• ANGLE, 2' ON CENTER. OTHER MARKINGS SHALL BE PAINTED WHITE OR AS NOTED. 16. THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, OR LANDSCAPED AREAS, THAT ARE TO REMAIN, DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER. 17. THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) TO THE OWNER AT THE END OF CONSTRUCTION. 18. ALL CONSTRUCTION SHALL COMPLY WITH TOWN STANDARDS AND SPECIFICATIONS. 19. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL STATE AND TOWN PERMITS FOR WORK WITHIN ROAD RIGHT OF WAYS, INCLUDING SEWER AND WATER CONNECTION PERMITS. AN EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY ACTIVITY. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE, AND PROVIDE TRAFFIC PROTECTION NECESSARY FOR THIS WORK 20. EXISTING PROPERTY AND TOPOGRAPHY BASED ON MAPPING PREPARED BY DESIGN PROFESSIONALS, INC. IN AUGUST 2016. 21. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE SITE ENGINEER AND TOWN ENGINEER DURING THE BIDDING PROCESS PRIOR TO INSTALLATION. 22. INFORMATION ON EXISTING UTILITIES HAS BEEN PROVIDED BY DESIGN PROFESSIONALS INC. PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT CALL BEFORE YOU DIG 72 HOURS BEFORE COMMENCEMENT OF WORK AT (800)922-4455 OR 811 AND VERIFY ALL LOCATIONS. 23. PAVEMENT MARKINGS SHALL BE 15 MINUTE FAST DRYING TYPE. 24. THE CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKINGS. 25. BEFORE THE START OF ANY WORK ON SITE THE CONTRACTOR SHALL SETUP A PRE -CONSTRUCTION MEETING WITH TOWN STAFF. 26. ALL LIGHTING WHICH IS INTENDED TO ILLUMINATE THE BUILDING OR YARDS SHALL BE ARRANGED SO THAT THE LIGHTS WILL NOT SHINE INTO THE EYES OF ANY PERSON EXTERNAL TO THE PREMISES, OR CAUSE A NUISANCE FROM EXCESSIVE GLARE. 27. PROPERTY AREA EQUALS 727,342 SQUARE FEET. INLAND WETLAND AREA ON PROPERTY EQUALS 69,086 SQUARE FEET. PERCENTAGE OF INLAND WETLANDS ON IHE PROPERTY EQUALS 9.57.. NO INLAND WETLANDS OR WATER BODIES ARE PROPOSED TO BE DISTURBED OR ALTERED DUE TO CONSTRUCTION ACTIVITY. APPROXIMATELY 0.5 ACRES OF REGULATED AREA WILL BE DISTURBED FOR PROPOSED DRAINAGE IMPROVEMENTS AND A WALKING PATH. MINIMAL FILLING OR EXCAVATION IS REQUIRED FOR THE IMPROVEMENTS. NO WETLAND AREAS ARE PROPOSED TO BE CREATED. 28. PERCENTAGE OF IMPERVIOUS COVER: EXISTING 19.8% - PROPOSED 30.7% 29. ALL PLANS USED IN THE FIELD MUST BEAR THE STAMP AND AUTHORIZED SIGNATURE OF THE TOWN OF SOUTH WINDSOR. 30. ADA ACCESSIBLE SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CONNECTICUT STATE BUILDING CODE AND AS AMENDED. 31. THERE ARE NO ANTICIPATED SITE IMPROVEMENTS WITHIN THE EXISTING TREELINE. THE EXISTING TREELINE IS THE LIMIT OF DISTURBANCE. WL 51 wL �6 N\FTN WIN oSOR 1 / OF SOUTHAGE3O8 ' / TOWN OPEN1 PAGE VOL. 32 / / SOU N G 32 OR 2 A TOWN 1236 P 44 I I GEORGE & ALISON E .189 JUSTIN VOL. 681 REVISIONS CONFORMED SET \AO/ BASE SURVEY PREPARED BY MARCH 22, 2019 " DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 I I _ e anitary Man ! rb 310.79 WG � \ /\ EMe{er ROggINs N �F LjSA 23g CVOL. NRR APAGE ARY �; pA C 123 VOL. j O9 PA N\FEApOW "\VERY M NIF ALENA & EIN O`lIEIZTRY r-IN. F ER & C-HP,ST PJ F� EN 106 ER120'06 Fr� VOL. STATE PROJECT NO. 132-0089 N Phase 2 of 5 o = v) z =, MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL SITE PLAN I i DATE 11 /2/2018 COPYRIGHT - ---- - _ Moser Pifon Nelson Architects DWG. NO. GRAPHIC SCALE 40 20 0 40 SCALE IN FEET C290 4 O Q (TYP � GARDEN AREA 12 S E SPEC.) C5.7 PAVERS & \ 6CONCRETE SIDEWALK` `, `, REVISIONS � \ � \ ` \ 6' a C5.1 W/IN\TEGRAL CURS \ \\\ a �• 1' 25.65' ° ` CONFORMED SET BASEPATHS `s1 SAC' of C.J__> I \ \\ �\ ,\ ,\ § 6 / � (NO SKINNED SURFACES) ' S� ' CONCRETE ACCESS 1 � � /- R� � � 5.6 ° FIRELA)JE STRIPING MARCH 22, 2019 ' ' ----- -- ---- \\ SEE SHEET C2.4 \ \ \ \ \ � \ o ; 1 2/19/19 BID SUPPLEMENT I 2 / RAMP INTO PLAY AREA C5.7 -+- E.J. \\ \\ \\ , \\ \\ / PITCHERS RUBBER LOCATION -�. _ �r Iffffll o- PYTRI InFn, ' ' / (NO SKINNED SURFACES) / JGv / _ `�` j fIIIIII ° ( IIllIU I 2 11Z1%1 `�J BID JUPPLENIEN 1. 1 S 0 6', `n ``, 6----°=- C5.1 CONC. CURS \ \ `\ \ ' i \` \` PROVIDE PREPARED SUBGRADE AND -1 UNDERDRAINS FOR ENGINEERED PT \ w ; \ / C5.1 WOOD FIBER PLAY SURFACE � co�•e-' (SURFACING IS PHASE 3 6' WOOD BENCHES , ° CONSTRUCTION) (TYP OF 2• `\ \ , 0 SEE SPEC.j E.J._ I \ 3O6' \ / I \ o ' 6.5' 92.9' 6' 25' 6' C.L. RAD = 106' / 46.5'\' / *----ORANGE PAINTED TIGER PAW SILLOUHETTE & I ° , o 7-4" 16" HT. WHITE LINEUP NUMBERS (TYP. OF 5) I \ 5 BIT. CONC. WALKS S/C 12 C5.1 (ALT. #4 CONC.) 4' , ,-_ 2,41-TArl-TOU 11'-6" ,. I 8 79 CTDIDIAI/I ! �. M r. ad- I I liu-Inv-Ivy 0Inlnlvv / 4 4 14'R (1" WIDE, 4.5'x4.5' SQ.) HOPSCOTCH STRIPING ' R6 rx� M ALIGN 00 6'R (1 WIDE TYP.)45 ;�, 5'R I , ` \ I STATE PROJECT NO. � 2.55' `�� \ � 1 �iV�''6,U-TY BIT. \� i E5.1 CONCH DRIVE AISLE `\ \\ \\\ `, \\ \\\I EL� `\ `\\ '\ I 132-0089 N 4 CONC. FROST PAD AT ACCESS RAMP 1 J _ ` TIC Phase 2 of 5 s. ENTRANCE DOORS TYP. SEE ARCH. DWGS. 6'R 3 12' HT. BLACK VINYL �S' (SEE STRUCTURAL DWGS.) Q W ° \ ' \ ` \ ,\C s Vl C5.7 FUSED C.L. BA KSTOP o ► �;, FOUR SQUARE STRIPING o ° _----� # �� \ ' ` \ o IPC 11'-6" 11'-6" 17 (2" WHITE STRIPES TYP. W/6" HT. NUMBERS) 12'R - "---- \` \\\ \\\ n A 0 (\J c ^ �j E 1 `\ '' \' ` \ \' W 30' w �41'-6" _ l \ ncnunt r nnt�cn nr nv nnrn a ...t. ,.... ° ° ( ', \` \\ i \ I 0G �( RI�I`I \\ \\ '' \' \`, \\ \' _ I r(N X-FIML.I rMVLU rLMI MRLM I IA I l t 1LIINt Jt ttt I C L.L C Jo \ \ \ ATL \ I� - r\I_' \ \ \ \ \ \MATCHLINE SHEET C2.1VIr\\\-\\ \ \� - o' , ' ASKETBALL STRIPINGE.J.> FIRELANE STRIPINGPRO� I``'� -o -\ SEE SHEET C2.4 WHITE STRIPES TYP. \ \ �' V 5' 30' 5' I N1 -6 Typ. BASKETBALL HOOP ---- R12o' i (TYP. OF 2; SEE SPECS.) 6 NEW 3' 2-RAIL 00, 5/C5.2>I<4/C5.2I I<5 C5.2 - --ri 6 CON RETE SIDEWALK \ \ \ ` 7. CONC. FROST PAD AT \ \\ \ \\ \ CEDAR SPLIT RAIL U W 4 I N ENTRANCE DOORS TYP. C5.1 W/IN EGRAL CURB \ \ \ ( ) 12 ASPHALT FIR LANE W 4 1� ` ` \ \ \ , � > FENCE 330 L.F. O REINFORCED TURF HOULDERS C5. (SEE STRUCTURAL DWGS.) 1 \ ` U 3' c FIREBANE \_4.» _____ _.__ _ _... __ _ ' �. M,° 13 , CONC. CURB RAMP `' I \`\ `. `\ NEW SCHOOL CONCRETE RAMP 9 C5.1 W DET. WARNING TILES \ w 4: ) �I -� ` h I T WARNING /TILES STEEL PIPE BOLLARDS. 10'R -� , \ \ \ � \ \ `, \ 6 6 COORD. W PU1.2 TO / IDENTIFICATION SIGN SEE DET. 6 A11.5) NO UPLIGHTING l. &BIT. CONC. WALK • � 5. / \B ° � \ \ \ 8 ASPHALT WALK PROTECT NEW GAS METER \ b \ 7 o SEE LAYOUT ENLARGEMENT o o e `� � ',° RPMP 4'" \DASHED VIrf IITE LANE LIN31 C5, & BIKE PATH I \ 16 15 5 t2'+ 0» SHEET C2.3 g M CAST STONE ° n BOLLARDS (6) a + \ \ \ \ , \ r 7 c oq PY rn_ 1 AVY DUTY BIT. I 8 T l 8 ° C5.1 CONC. DRIVE AISLE `' �' C5.1 EXTRUDED CONC. CURB 3 o a HD CONC. GENERA R PAD I 31 6' 1 6 • oo -\ (SEE STRUCTURAL WGS. --�%bo '- ° 12"`\WHITE STOP BAR ` `\ I \ 13 +I y� ) I 1 \ A ' \ In/ TER l ° ad am ao, - I O 10' 11'-6" i--o--o�. - -' ' VV� l�l\ LIIVL N - - co ls 5 8 ASPHALT WALKWS I CONC. FROST PAD AT a ° ° I a °/ L - x - mx--x I 2T S Y h-1 C C5. & BIKE PATH I ° z I a T CONC. LOADING DOCK PAD & ENTRANCE DOORS TYP. BRICK PLANTER WALL 1 ° b° ° \\ -� -- \\ \ I [�] ` '----_ - RET. WALL (SEE ARCH. DWGS.) (SEE STRUCTURAL DWGS.) WITH CAST STONE CAP C5.7 ° °, es, ° <� \ _ ^ w - A I 4 3 • TRENCH DRAIN 9 CAST STONE --- -{ °� °c° �' i \ \ I ° 9 !'. C5.7 BOLLARDS (9) /.� 24 HT. ALUM FLAGPOLE rl , \ _ wo Sao ° g°R �, W 7 I F___ HD CONCRETE zr ; s W/3 UPLIGHTS C5,7 Cjo ,'� °° L `\ . 8.5' 20 C;ONC. SIDEWALK 16 15 5 I I o HD CONC. TRANSFORMER PAD C5.1 C5. ` FIRELANE STRIPING 1 �'� I §�y ----1----- ° 5 & CURB RAMP 4 � >> ©! C.I.P LOADING DOCK WALLS SEE SHEET C2.4 o s. Y / O BU d- » • BICYCLE RACKS ' ' $ TRAFFIC COT L TE ° - BIT. WALK x 1� + ° (SEE STRUCTURAL DWGS.) +_ p o , 6 N 4 DYL �0 4 DYL L�R MEET EXIST. (1 R' CI FARE I �d�HAI rl . f}PI� ._ I --I ° r---I. . I a I� (QTY. 9; SEE SPEC) EQ. EQ. _ `3 .3 = / ; ` I P.C. I I I \. &�0 ;,BOA��fS�S' _ Align FDC I It V �I / ,%j� 29•��' I I ( w fir/ 7 e r r HD CONC D V�ENCLOSURE 8 1 ° FORA' & RECYCLABLES C5. --�- -- ----a-�-- o I I N LO _ ��-. `� ---e -;' > / j 8g < s' 20' 6 6.85' �$� 9 8 � w Z ti.ti r1r �S, i () CJ () ° °; V V oo rn /Z�J 14'R > ° oo ° � I J M�1 L • ; o ° a9 0 ' vfix P CIP ONC. CURB 10 ---- ' ---'- - -- ° ---- a------ I �, `------ ��.,' 10 = I w " � � ;�, °S ,, 1 C.I.P. CONC. GNJ� 31 08.7 A I I LCNC. ISLAND C5. R 4 ° ? ° ; ° ' ° a 6'> 4' 4' ,6. °� a ° i ° °� o°! ° I ° 41'IO ° ° 0 6'1 8° I 18.25' �o -�, C5. (MOUNTABLE FACE PROFILE) N1 . 3 I $ E ° _ Di D O APL 2,f o w ° j. I ° c ° II ° I v -- - I 5'R ' / ��ti 1 - I V --- -- � �° � ° 90. ° AINTED CHEVRONS LK d & o SPEED TABLE CROSSWA �- � w I 18 P L,E 1 SPEED TABLE CROSSWALK N 6 CONC. WALK W I I , O C5. W/P ° R M �` ` 16 DEj TABLE WARNING o� 4 DASHED WHITE LANE LINE \ I' C5. W PAINTED CHEVRONS f U) § \ I 2 . ���I' �> DIA11 I I �� I / ^» Dun C5.1 INTEGRAL CONL� CURB I I - I C5.1 TIL / / �1 �1-.- - -.. _ _..__ Z I z I I I �1 v\ - - -r orr� T un�- - -�-- - CIP CONC. CURB � l CONC. WALK W/ I I 4" DASHED WHITE N 1 HD BIT. CONC. -� ��� 1 SP EDT LE CRO AL r' C5• w I w I• J `a \ I/ ` INTEGRAL CONC. CURB C5.1 AB w Cn 0 A � N C5.1 DRIVE AISLE I I C5. W PAINTITD CHEVR S ,'' w I Ix 1 CP. 14 � D D I I w LANE LINE I D D I I e ;r N I�VL 3 CONC. CURB/AMP C5.1 T I ( O LOW ° EXTRUDED C C. CURB 8 CONC. OP (TYP.) ° STOPEEL C(T P. OF 3) ° EL I 9 R CENTER DOUBL NE SLE LTRI ES� DH MON. DET. WARN G TILES C5.1 - I - --`- -` -- 4 HT. BLACK VINYL FUSED C.L. FENCE }� _ / 6• °' .5' ° 6'� Rip' 8 EXTRUDED CONC.CU (SET 1' INSIDE PROPERTY LINE TYP.) I 1 ✓ 6'R M ,/ 25.8' ° C5.1 I �f I� I t ° ° �'. C5.1 CONC. WALK I \ s'R SEE LAYOUT ENLARGEMEN / / ° / SHEET C2.3 MM r. _�_ --- 1 _ r l�J ' 3 PERMEABLE 8 EXTRUDED CONC. (� , q- �N \ a I J CONC. WALK 6 3:1�. C5.1 ASPHALT C5.1 CURB J r I MAll PAINTED DIRECTIONAL ARROW T m - - W/INTEGRAL CURB C5.1 - - - - - -3-O 3 N I` ARROW(TYP.) DIRECTIONALP I S N E T 3 1 3 N ' 1!�'C5•� C5.1 EXTRUDED CONC. CURB 2/C5.1*1/C .1 p•T• I �C5 ` 3 R -\ ;12 R NGNM N7 �'(N ° 8_1 CURB EXTRUDED CONC. MONUMHOLE 05' 35' pRILL 316. 6.5'N�F LENA I ,�� , �� A � I " T O OT OT V' T L 24' 3 TYP. TRAFFIC R i/ E N 14 �° \ 1" _ `lJ - 12R C5. CONTROL SIGN �ZM�T ENKR KEY TO SIGNAGE: WL _ A _ E � Z I M �° - $ - - - - - r A. STOP 2 rr'' CON V0---. J - - �; I C5.1 EXTRUDED CONC. CURB I B. "NO PARKING FIRE LANE" `� m N ° 12'R ✓ A 12'R I 12 WHITE STOP BAR (w/ARROWS LEFT & RIGHT) 2 C3 2 ­5 0 J 00 12 EXISTING C.L. FENCE TO -------^--- -� -- ; 1 g.Z 3 -- - - A C. NO PARKING FIRE LANE; STUDENT - ,- LL a a v REMAIN© IW a �,� DROP-OFF ONLY (w/ARROWS LEFT w au W ° EXTRUDED CONC. CURB 8 �' `LA �, u "' E „ C5.1 N 35' & RIGHT) o 0 J V 10 LIGHT POLE TYP. D. "ACCESSIBLE PARKING" = W �L 8.5' 6.5' 6.5' 16.5' 1 12' ^ C5. (SEE SE1.1) c ° R E. "ACCESSIBLE PARKING - VAN" a v BIT. CONC. WALK 5 5 (GONG. WALK A #4) C5. C5.1 I 6R � 3R 3 'PERMEABLE 8 3R � C5.1 CURB DED CONC. F. "ADDITIONAL VISITOR PARKING" � �Q 16 0 EXTRUDED CONC. CURB N - I (W/ARROW RIGHT) C5;1 ASPHALT - C5.1 WL ( - - - - �_ _ _ _ _ _ _ _ _ _ 5 5 BIT. CONC. WAI� G. "EXIT" (w/ARROW UP) 5 8 ASPHALT WALK -�- C5. C5.1 (CONC. WAL ALT. #4 ,� » -1 . o C5. &BIKE PATH I e� r 1 STD. BIT. CONC. H. RESERVED CAR POOL PARKING 2roll, r' C5.1 DRIVE AISLE � I 1 I. "RESERVED LOW EMISSION & FUEL VOOD3'R; 3'R ____ ___ _ _ _ - - EFFICIENT VEHICLE PARKING" \`�,���`'G'Q'�`�i,,�� ----- - - IDG UAL 17 � sR - gR \ °oil J. CLOSED DURING SCHOOL HOURS M �1 F65�'✓K. "NO ENTRY BUSES ONLY" =� �c R^ 0 15' 35' 1,� NEW SINGLE LEAF 4 CLEAR GATE 'ENTER"= _ (4'HT. GALVANIZED C.L. FENCE) 5 5 BIT. CO WALK L. DO NOT EXTRUDED CONC. CURB _ O %. 5. C5.1 (CONC. WALK ALT. #4) M. "EXIT" (W/ARROW LEFT)' O CONCRETE WEIR C51 LOW FL=314.70' L J HIGHER FL=31540' BIT. CONC. WALK r5 5 (CONC. WALK ALT, #4) C5. C5.1 o 4' -HT, GALVANIZED C.L. FENCE (INFILL WHERE \ VVL EXISTING FENCE IS REMOVED) �3p 6'R VV �y � 3'R 3 PERMEABLE C5.1 ASPHALT EXISTING 3 � VWL 8 / TO REMAIN C.L. FENCE WL / ° �aHEM 19 ° VWL VVL 2 WL / 0 ° 10 LIGHT POLE TYP. WL 2 C5. (SEE L2.0-L2.2) LO 12" RCP 22 R FL=314.70" 1h/ 6 CONC. HEADWILL V Y L P ° 2� P J U 0 I I C WL ON 8 g 5 R N M � T ° � WIN WIN 1 � p _ ��' 23 ._._• � UOE- L 2 8 5,, SPR OE W C:)6 NRUGESPRU � 12 X N. "ONE WAY" (LEFT) "ONE WAY" (RIGHT) 5`oNA1-,��'® C5.1 EXTRUDED C NC. CURB 111111%>> P. "LEFT TURN ONLY" Q. "SLOW PEDESTRIAN CROSSING" �36 R. ACCESSIBLE LOADING ZONE 8 EXTRUDED CONC. CURB N , S. "STUDENT DROP-OFF" �(w/ARROW RIGHT)" C5.1 A & AND VISITOR PARKING (w/ARROW - - - - - - - - % N \F R LEFT)„ MOSER 1 STD. BIT. CONC. N 4- TOPN E LYN N 06 T. "NO ACCESS TO SCHOOL GROUNDS C5.1 DRIVE AISLE R1 , R�5 1 RING SCHOOL HOURS" PILON ^� 4� ON �KA PAOE Du g ER 006 U. "VISITOR PARKING" (w/ARROW RIGHT) NELSON 32 0L. 2006 V. "VISITOR PARKING" (w/ARROW LEFT) 91 v W. "NO RIGHT TURN" A R C H I T E C T • 30 JORDAN LANE X. "WE NEED YOU TO BUCKLE UP; SOUTH WETHERSFIELD, CT. 06109 WINDSOR POLICE SERVICES" (860) 563-6164 8 C5.1 EXTRUDED CONC. CURB 4' HT. BLACK VINYL FUSED C.L. FENCE BASE SURVEY PREPARED BY TITLE (SET 1' INSIDE PROPERTY LINE TYP.) DESIGN PROFESSIONALS, INC. SITE PLAN AUGUST 10, 2016 ENLARGEMENT SOUTH 4' HT. BLACK VINYL FUSED C.L. FENCE (SET 1' INSIDE PROPERTY LINE TYP.) PRUOE UCE 8 S 12 ,, 5PR SPRUC E / 60 E ,SP,RUP1� RU�E OE 12 12 5 SPRU T PINE UGE 1 12, WN 222 SPR r�N MON V \\ \ GRAPHIC SCALE SCALE IN FEET DATE 11/2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C2ol 5 KEY TO SIGNAGE: FIRE LANE SIGNAGE: A. "STOP" B. "NO PARKING FIRE LANE" (w%ARROWS LEFT & RIGHT) C. "NO PARKING FIRE LANE; STUDENT DROP—OFF ONLY" (w/ARROWS LEFT & RIGHT) 12"A 8" 12"A 8" D. "ACCESSIBLE PARKING" NO NO E. "ACCESSIBLE PARKING — VAN" PARKING PARKING FIRE LANE F. "ADDITIONAL VISITOR PARKING" LFIRE ANE STUDENT DROP-OFF - (w/ARROW RIGHT) ONLY G. "EXIT" (w/ARROW UP) H. "RESERVED CAR POOL PARKING" I. "RESERVED LOW EMISSION & FUEL EFFICIENT VEHICLE PARKING" J. "CLOSED DURING SCHOOL HOURS" K. "NO ENTRY BUSES ONLY" L. "DO NOT ENTER" M. "EXIT" (w/ARROW LEFT) N. "ONE WAY" (LEFT) 0. "ONE WAY" (RIGHT) P. LEFT TURN ONLY Q. "SLOW PEDESTRIAN CROSSING" / R. ACCESSIBLE LOADING LONE S. "STUDENT DROP—OFF" (w/ARROW RIGHT)" / AND "VISITOR PARKING" (w/ARROW / LEFT)" / T. "NO ACCESS TO SCHOOL GROUNDS / DURING SCHOOL HOURS" / U. "VISITOR PARKING" (w/ARROW RIGHT) / \/ "\/ICIT(1R PAPVlt\I(`" (m /ARR(l1AI I FFT) V. VI -I I\ll\ I rl1\1\1IYV \YY/ rl1\I\V YY LLI I) W. "NO RIGHT TURN" / X. "WE NEED YOU TO BUCKLE UP; SOUTH / WINDSOR POLICE SERVICES" LLIJ \ i i F O 0 m 9 Imo'' f-1 1-1 0 (SEE SIPN LEGEND) 4" PAINTED STRIPING 12" PAINTED "NO PARKING FIRE LANE" --- � TEXT (YELLOW) N � C (SEE SIGN LEGEND) I I� cV c0 N 4° PAINTED STRIPING • i IL rH11Nitu IVU r/-\mruNh rimL IL rf\IINICU NU rHr\r\nvv F1I\E_ L/-\IVC ',, • LANE" TEXT (YELLOW) .. I_- TEXT (YELLOW) ❑w 0 1-M! 0 i I 1 /H( I ❑ ❑ 90' 66' 46' ' B �I c o 0 0-0 0 0 0I u C I I C I II I C (_SEE SIGN(SEE SIGN LEGEND) LE(EN) - �0000a 45' I I = 1 75' 40' 40' . / -----{ ICI F------------------ 1--1 mom — / g g -- - - O O 0 O O 50 ' SUFFEER 20'Sy 20 ' S Y. 50 ' BUFFER 1A il 2Ti b Y//1 ?s Ti III I % 1 Y FIRE I ANF STRIPING DETAIL: �J ------------------ �I KA 16 1 1 - - VAN - - - - I I I I I I I I I I i I i I I I I I I 1 I I � I I = 1'-0„ O Lq 4 W REVISIONS i CONFORMED SET BASE SURVEY PREPARLD BY MARCH 22, 2019 DESIGN PROFESSIONAL, INC. AUGUST 10, 2016 Ix I � I I I ( I IX STATE PROJECT NO. 132-0089 N 0m § I Phase 2 of 5 air I § � I � ix ►� , � I I i I r—, Q � o c W F" I W� � A I � I (� I 12" HT. PAINTED LETTERING (YELLOW) 4" SOLID YELLOW PAINT W F- 1- �0 U U ci 0 14 N Ln Lf) •cS. •S`.S +� to > J U C 6c�p E Do U LL 2 v E - C SOW C �V w au cp J J U c c bO C *V- G w �L C u GONJV L L a H V 'a9 No.21 3s10 NA` MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 �O TITLE FIRE LANE STRIPING N / /IRE LANE NO l / &SIGNAGE PLAN l :7 Ow� DATE 11/2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C2.4 GRADING AND DRAINAGE NOTES: LEGEND: XE IS77NG PROPOSED 1. SEE SITE PLAN AND DETAIL SHEETS FOR ADDITIONAL NOTES. Property Line ,Y TI III. DRAWING I[� L1•,-ran n T., nrnnnlnr GRADING n A. DRAINAGE n. nrrr rn c•ITr nl AA1 rurN /�CAIrD AI -lnni tnry -Se wlQr --- - --- .l -- - - 2. IIJ DRAWING IS NIEIVUED IV DESCRIBE GRADING AND DRAINAGE ONLY. REFER IV JIIE PL/ I" VEIVE Seyn; '! _gowo \ INFORMATION, AND DETAIL SHEETS FOR DETAILS. SEE MEP DRAWINGS FOR BUILDING CONNECTION LOCATIONS AND Water Main - W-- - - W DETAILS. Fire Protection -FP- 3. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. Gas Main - G G \ REFER TO EROSION CONTROL PLAN FOR LIMIT OF DISTURBANCE AND NOTES. CLEARING LIMITS SHALL BE Electric, TV, Phone -E - PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE TOWN AGENT AND/OR OWNER'S REPRESENTATIVE PRIOR TO THE START OF WORK ON THE SITE. Utility Pole 4. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. Overhead Wires Wafer Gate oYYg \ 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS REQUIRED BY GOVERNMENT AND Gas Gate Ogg \ LOCAL AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE Drainage Manhole LOCAL MUNICIPALITIES REQUIRED TO PERFORM ALL REQUIRED WORK. THE CONTRACTOR SHALL POST ALL BONDS, g QD QD PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK. Sanitary Manhole 6. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL MUNICIPALITIES TO SECURE PERMITS AND FEES FOR Index Contour 200- - 200 CONNECTIONS TO EXISTING UTILITIES. Intorme f;/ fe 1'�niniir ---Z0.2 2v^2 7. THE CONTRACTOR SHALL COMPACT FILL IN 8" MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS Deciduous Trees DIRECTED BY THE GEOTECHNICAL ENGINEER. A FABRIC, GEOGRID OR APPROVED EQUAL MAY BE REQUIRED. CONSULT A GEOTECHNICAL ENGINEER FOR GUIDANCE. Storm Drainage Pipe 8. CORRUGATED POLYETHYLENE PIPE (HDPE) AND FITTINGS SHALL BE SOLID TYPE S WITH A SMOOTH INTERIOR WALL BY HANCOR "HI-Q", OR EQUAL, WITH SNAP AND SPIN -ON COUPLINGS, AND MEET THE REQUIREMENTS OF ASTM Curb/ess Catch Basin Q 405, F667, AND AASHTO M294. 9. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 10. THE CONTRACTOR SHALL COMPACT THE PIPE BACKFILL IN 8" LIFTS ACCORDING TO THE PIPE BEDDING DETAILS. TDC' 1r1.l DGTTAIA SHALL BE STABLE IN HIGH GROUND1A/ATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. STORM SEWERS MAY BE PLACED PRIOR TO PLACING FILL. 11. UNDERDRAINS SHALL BE ADDED, IF DETERMINED NECESSARY IN THE FIELD BY THE OWNER/ENGINEER, AFTER SUBGRADE IS ROUGH GRADED. 12. A ONE -FOOT MINIMUM CLEARANCE BETWEEN WATER, GAS, ELECTRICAL, & TELEPHONE LINES AND STORM SEWERS SHALL BE PROVIDED. A SIX-INCH MINIMUM CLEARANCE SHALL BE MAINTAINED BETWEEN STORM AND SANITARY SEWER OR SEPTIC SERVICE LINES WITH A CONCRETE ENCASEMENT. 13. MANHOLE RIMS AND CATCH BASIN GRATES SHALL BE SET TO ELEVATIONS SHOWN, SET ALL EXISTING MANHOLE RIMS AND VALVE COVERS TO BE RAISED OR LOWERED FLUSH WITH FINAL GRADE AS NECESSARY. 14. SITE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT AND CABLES FOR SITE LIGHTING WITH THE MEP. 15. THE CONTRACTOR LANDSCAPED AREAS DISTURBED LTORE ANY DURING CONSTRUCTION, LITY TORIT'SPORIGINAL ICONDITIONMORTBETTERS, SIDEWALKS, OR SOU H G IN32OR / 2 'R DD/1DCD !\!\AICTDI I!`TIl1A1 DD/1!\Cf111DCC CLIAI I DC FO I /1WED /\AI AI I IAADDn\/CAACAITC WITHIN TEAS PLACE SO AC TO .,.I �F ..-Ir PA IV. rl\Vr LI\ VVIYJ II\VVIIVIY rl\VVLVVI\LJ JII"I I 1 VLLVYYLI., MY /ILL IIYII I\V VLIVILIY IJ WITHIN IIIY THIS PARCEL JV /-.J IV TO IIN - 1� jJ PREVENT THE SILTING OF ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE V DEPARTMENT OF ENVIRONMENTAL PROTECTION GUIDELINES FOR SOIL EROSION AND SEDIMENT POLLUTION CONTROL. IN ADDITION, THE CONTRACTOR SHALL STRICTLY ADHERE TO THE "EROSION CONTROL PLAN" CONTAINED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE TO POST ALL BONDS AS REQUIRED BY THE LOCAL MUNICIPALITIES, WHICH WOULD GUARANTEE THE PROPER IMPLEMENTATION OF THE PLAN. GP 17. ALL SITE WORK, MATERIALS OR CONSTRUCTION, AND CONSTRUCTION METHODS SHALL CONFORM TO THE _ SPECIFICATIONS AND DETAILS AND APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION. ALL FILL MATERIAL UNDER STRUCTURES AND PAVED AREAS SHALL BE "LOAD BEARING FILL" (COURSE AGGREGATE #2A), AND SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENT OF THE CTDOT, UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL ENGINEER. COMPACTION SHALL BE 95% MAXIMUM MODIFIED PROCTOR DENSITY PER ASTM D 1557 AT 3 PERCENT OF OPTIMUM MOISTURE CONTENT. 18. INFORMATION ON EXISTING UTILITIES HAS BEEN PROVIDED BY DESIGN PROFESSIONALS; INC. THE CONTRACTOR IS t SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES INCLUDING SERVICES. PRIOR TO CONSTRUCTION, CONTACT CALL BEFORE YOU DIG AT (800) 922-4455 OR 811 AND VERIFY ALL UNDERGROUND AND OVERHEAD UTILITY LOCATIONS. / 19. ALL DISTURBANCE INCURRED TO TOWN PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS 1 CONDITION OR BETTER, TO THE SATISFACTION OF THE TOWN STATE AUTHORITIES. / 20. THE CONTRACTOR MAY SUBSTITUTE MASONRY STRUCTURES FOR PRECAST STRUCTURES IF APPROVED BY THE SITE / ENGINEER AND ALLOWED BY THE TOWN ENGINEER. 21. HORIZONTAL PIPE SEPARATIONS - 10' MIN BETWEEN WATER AND SEWER, 10' MIN. BETWEEN WATER AND BUILDINGS, AND 5' MIN. BETWEEN WATER AND CATCH BASINS AND DRAIN PIPES. VERTICAL SEPARATION: 1' MIN. / BETWEEN WATER AND STORM DRAINAGE PIPE. 22. SHEETING, SHORING OR OTHER MEANS OF PROTECTION FOR WORKERS, ADJACENT PROPERTY AND THE GENERAL PUBLIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. HE SHALL FOLLOW ALL REGULATIONS OF THE TOWN AND ALCu EQUIREMI NS NTS OF STATE AND FEDERAL REGULATIONS AS THEY APPLY TO UNDERGROUND TRENCHING 23. ALL FIELD CHANGES TO BE APPROVED BY THE TOWN ENGINEER PRIOR TO COMPLETION IN THE FIELD. THE 1 \ CONTRACTOR SHALL MAINTAIN A SET OF "AS BUILT" PLANS ON THE SITE ON WHICH ALL CHANGES TO THE APPROVED PLANS SHALL BE RECORDED. AT THE COMPLETION OF CONSTRUCTION THIS SET OF PLANS WILL BE \\\ 1 \ TURNED OVER TO THE DESIGN ENGINEER WHO WILL REVISE THE ORIGINAL PLANS ACCORDINGLY AND WILL FILE THE L 2 I \ \ \ REVISED PLANS WITH THE TOWN'S ENGINEERING DIVISION AND WITH EACH UTILITY OWNER. WL 70 THE OWNER IS RESPONSIBLE FOR ROUTINE CLEANING AND MAINTENANCE OF ALL WATER QUALITY MEASURES ON THE SITE. WATER QUALITY MEASURES MUST BE INSPECTED AND CLEANED ANNUALLY OR AS REQUIRED. 25. SEE LANDSCAPING PLANS FOR LIMITS OF PERMANENT LANDSCAPING, GROUND COVER AND SEEDED AREA. 26. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY \\ 3 VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE I \\ \\ PROPOSED UTILITIES, CROSS -EXISTING UTILITIES AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES I \ \\ I \ SHALL BE DETERMINED. THE CONTRACTOR SHALL CONTACT THE SITE ENGINEER IN THE EVENT OF ANY UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION \\ I \ MAY BE MADE. \\ G 27. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES FOR REVIEW AND APPROVAL BY THE CITY ENGINEER PRIOR TO DELIVERY TO THE SITE. ALLOW 14 WORKING DAYS FOR REVIEW. \ II W 1s 28. SAW CUT ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED. LI STANDARD SANITARY SEWER NOTES WL 6' 1. FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY SEWER. FLOOR DRAINS DO NOT 6 4- \ \ INCLUDE FOUNDATION/FOOTER DRAIN: ALL DISCHARGES TO THE SANITARY SEWER SHALL COMPLY WITH THE WL / \ EFFLUENT LIMITS OF THE LOCAL SANITARY CODE. 2. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPES. THE TESTS SHALL BE CONDUCTED AFTER FINAL I / 66 \ \ BACKFILL HAS BEEN IN PLACE AT LEAST 5 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE b3 -- 10 \ \ DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% \ 1 OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 3. SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST STANDARDS 11\ AND SPECIFICATIONS. ALL SANITARY SEWER SYSTEM COMPONENTS SHALL BE INSTALLED BY OR UNDER THE / SUPERVISION OF A LICENSED PLUMBER IN ACCORDANCE WITH THE LOCAL PLUMBING CODE. / n� 4. MAJOR EARTHWORK SHALL BE COMPLETED PRIOR TO INSTALLA1ION OF ANY SANITARY SEWER MAINS AND WL 6`1 \ \ \ \ a APPURTENANCES. AIR CONNECTING SEWER LINES SHALL BE FLUSHED BEFORE TESTED. . J 5. MAXIMUM ALLOWABLE INFILTRA11ON OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST, AS A MINIMUM, SHALL CONFORM TO THE PROCEDURE DESCRIBED IN THE ASTM-F-1417 (1992) ENTITLED "STANDARD PRACTICE FOR INSTALLATION ACCEPTANCE OF GRAVITY SEWER LINES USING LOW PRESSURE AIR" (RE -APPROVED 1998). SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EXFILTRATION OR VACUUM. 6. SANITARY SEWER MAINS ARE TO BE POLYVINYL CHLORIDE (PVC) AND SANITARY LATERALS SHALL BE PVC, SDR-35, UNLESS OTHERWISE NOTED. 7. FINAL SEWER COLLEC11ON SYSTEM LAYOUT IS SUBJECT TO REVIEW, REVISION AND APPROVAL BY THE TOWN. 8. ALL SANITARY PIPE AND/OR MANHOLES SHALL BE A MINIMUM OF TEN (10) HORIZONTAL FEET FROM THE WATER MAIN. SANITARY PIPE SHALL HAVE A MINIMUM 18" SEPARATION FROM ANY WATER MAIN OR WATER SERVICE LINE. IF FOR SOME REASON THIS SEPARATION CANNOT BE ACHIEVED, SANITARY SEWER PIPE IN THE AREA SHALL BE SDR-26 PRESSURE RATED PIPE, AND ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER. ALL SANITARY SEWER CONSTRUCTION SHALL BE TO SPECIFICATIONS OF THE LOCAL SEWER DEPARTMENT. 9. ALL SANITARY TESTING SHALL BE PERFORMED UNDER THE SUPERVISION OF THE PROJECT ENGINEER, AND CERTIFICATES OF COMPLIANCE WITH THE INSTALLATION SPECIFICATIONS, TEST STANDARDS, APPROVED PLANS OR APPROVED AMENDMENTS SHALL BE PROVIDED TO THE APPROPRIATE SEWER AUTHORITY AS A CONDITION OF APPROVAL FOR OPERATION. 10. ALL SANITARY SEWER CONSTRUCTION SHALL BE SUBJECT TO INSPECTION PRIOR TO BACKFILLING. 11. ALL NEW SANITARY SEWER MANHOLE COVERS SHALL BE NOMINAL 26" DIAMETER CAST IRON AND SHALL READ "SANITARY SEWER". FRAMES SHALL BE 8- INCHES IN HEIGHT AND THE FRAME AND COVER SHALL BE SYRACUSE CASTINGS NO.1 009 OR AN APPROVED EQUAL. 12. INDICATOR TAPE SHALL BE PLACED DIRECTLY ABOVE ALL SANITARY LINES. 13. EXTERNAL DROP MANHOLES SHALL BE USED FOR SEWERS ENTERING AT AN ELEVATION OF 24 INCHES OR HIGHER AT THE INLET OF A SEWER MANHOLE. STANDARD WATER UTILITY NOTES: 1. WATER MAIN PIPE SHALL BE MINIMUM THICKNESS CLASS 52 DUCTILE IRON PIPE, DOUBLE CEMENT MORTAR LINED, DOUBLE BITUMINOUS SEAL COATED, MANUFACTURED AND FINISHED IN THE UNITED STATES OF AMERICA OR CANADA IN ACCORDANCE WITH ANSI/SWWA C151/A21.51-02 OR THE LATEST REVISIONS THEREOF. 2. ALL PIPE JOINTS SHALL BE PUSH -ON TYPE, UNLESS OTHERWISE SPECIFIED, EMPLOYING A SINGLE, ELONGATED GROOVED RUBBER GASKET TO AFFECT JOINT SEAL. ALL JOINTS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF ANSI/AWWA C111/A21.11-07 OR THE LATEST REVISION THEREOF. 3. ALL PIPES SHALL BE DOUBLE CEMENT MORTAR LINED AND DOUBLE SEAL COATED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-03. 4. FITTINGS SHALL BE DUCTILE IRON, DOUBLE CEMENT MORTAR LINED, DOUBLE BITUMINOUS SEAL COATED INSIDE WITH MECHANICAL OR FLANGED JOINTS, AS SPECIFIED, MANUFACTURED AND FINISHED IN THE UNITED STATES OF AMERICA OR CANADA IN ACCORDANCE WITH C153/A21.53-06 (DUCTILE IRON COMPACT FITTINGS) OR THE LATEST REVISIONS THEREOF. THIS STANDARD INCLUDES TEES, BENDS, OFFSETS, SLEEVES, CROSSES, REDUCERS, CAPS, PLUGS AND CONNECTING PIECES. 5. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO BACKFILL. 6. U1LITY INSTALLATION AND MATERIAL SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND STANDARDS OF THE CONNECTICUT WATER COMPANY. 7. FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 A423 WITH A D-150 SHOE, DRY BARREL, IRON BODY WITH ONE 4j" PUMPER AND TWO 2j" HOSE CONNECTIONS WITH NATIONAL STANDARD THREAD MANUFACTURED IN THE UNITED STATES OR CANADA AND IN ACCORDANCE WITH ANSI/AWWA C502-05 OR THE LATEST REVISION THEREOF. ALL HYDRANTS SHALL BE AUTOMATIC DRAIN TYPE TO PREVENT FREEZING. ALL HYDRANTS SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSIG. 8. WARNING TAPE SHALL BE INSTALLED ABOVE THE WATER MAIN. TAPE SHALL BE A MINIMUM 3 INCH WIDE, 4.0 MIL POLYETHYLENE FILM SUITABLE FOR BURIED SERVICE. TAPE SHALL BE BLUE IN COLOR PER A.P.W.A. NATIONAL COLOR CODE AND SHALL BE PERMANENTLY IMPRINTED WITH A WARNING LABEL INDICATING A "WATER MAIN BURIED BELOW". 9. MINIMUM DEPTH OF COVER TO TOP OF WATER MAIN IS 48 INCHES. WA\\ \ \ \ \\\\\ \ \ N\UTHGE WINOS \ \ \ \ \ \ \ N OF O SP GE 308 \ \ \ \ \ \ OP321 pA \\ \ \ 1 n \ \ m �Wn11\ \\ t\I\ Lawn Nose M� Existing Existing 1 I Nel N� Oil \ \ 50' BlVFFER \ \ 1 I I A\ \ /`71, \ \ 1 \ 1 \ \ 1 r \ I � GEORGE \ A� SON E 189 681 PA / 15TW \ OL ROOOINS NF LISA 238 �NER A a pAGE / / / ARY L 1 VIOL 123 VOL. 10 9 N\FEAOOW AVERY M NIF ALENA OZMIE gNKREIN F ER & IS2APJ FLYNN 1 06 GRKPpG 006 VOL• BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 I Y] I .cA SNE T 14�), LIGANS 1 r�4 L/T TR SNET c II �� EX GO Is T.F. ;29g.23 INV' EX- OMH 32 TF, EX GO 3o5.9930 T.F*' 300. INV' _;376 W/LIGHT _ SNET 3 GRAPHIC SCALE 40 20 0 40 SCALE IN FEET REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N Phase 2 of 5 N i, N NU L CnO '.4 0 . - - d i-+ An N E C U C 3 rn � E \0 \O > = y c U 6-6 \0� v LL O N .. c K •�' E W C (j C W C yVj U W J > E y J J L1 CO C O b iU a 0 a v d Id 3 G O N il/ No. 1336� = OooC� NS MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL GRADING & UTILITIES PLAN DATE 11/2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C3*0 a - - - - I __ --- I I - - - 11111 1 111---- 1 � I---- N - � � 1 __ __ I N- - 0- �M!1111 �� / \ / o \ I I v Q 6" F S RPLY WA R SERVICE (NE \ 317.8 \ I \ \ \ \ / CONFORMED SET \ �1j \ CL 52 D.hP. \ \ \ \ \ I I I > II \ I \ s MARCH 22, 2019 / \ ��` INV.313.7d (� I I �- 00 II \ G 6 I • / \ // �/ \\\�/n 1� \ �. I \ IS' \\`4 f I lil �Iflll �. 1���\ I \\ \\ / \� - ; 1 2/19/19 BID SUPPLEMENT I P E A ED S BC�RADE OF OOD I I \ \ \ \ \\ \ `\\ \ `\ \> \ \ \ 1 FIBER SLAY AREA�IS MIN S '12" \ ` \#3 I \ FROM FINISH 'DET.R1/C )I DES SFO�\ \\ ' 44 \) j � / / � +18" #3 SAl MH #4 . I � 1 31\7.8 \ T{F. 318.9 _ x�_%• �.'00 20.5 N\I / I IN1 OUT=313.571 I Yp#32 // \\ II - �I io \\ \\\ \ \\ \ `�\ \\��; .,•'\\ \\ v'O� S 5 /I / I I I V. li=313.67 \ 18" DIA. INV. 5� + 31 5 / / I \ \ II ----- �� �. ` \ \ �\ %'�' �� \ \ \\\ �� \\ _ W / s 319.z. I _ ���� \ II \ , ,� ',; �',� - ;�, \ "mod \ \\ \ \ \ \ T 21\ I \ 19.6fl 1 I \ 1 7' 8 PV� SDR35 , \\ PLAYGR�OUND PERIM&E CURBING % IS FLU bf TO PAVEMEN� 0 OTH I \cp- I Roof Leader 8" 12"Wye T �+ �Y- #36 �� arrive j I\ SIDSES PICAL. \ `�� \ \ Inv=31 75 INV.31,7.30 I \ / / 319.45�iOp _ 5 5 5 S- S r_ II / 8, w 18" DIA. � ii \ I � - Q J � ii \\� 22• I '\ , - / 8 5' ' 6 PVC SD133c'- - - - / l0) +9� NV.317.00 ® cs' �17�8I I / ��\� �'� �: �\ \ \\\\ \ fo >, \ \ 150' - 8"/PVM9a13IR35 319.05_ 319.0 317L5 \ \ / N 8 X ' X4" WYE • �H \ \ \ \ /` S=1.Q%, -- �� �' L \\ I` I I ( 131 .10 67' - 6" PVC \ \ t r _ H SDR35 @ S= 4% 319. 5+ '� \ \ ,�317.8 \ / C I �\�,/,,, /�\ ,\\\ \\ ,\ \ ,\ �\ \\ \ \\ \ \ \ \\\ STATE PROJECT NO. 0 31 .2 + \ I II 318.1 I \ \�\� \ \ I,� \ \ 132 0089 N S R35 = P % \ (v' 9.58 \ / 319.58 19.30 '�� , I - - - \ \ ` \ ` \ ` \ C f `\ \ \ `, \ \ �\ \ TF:318. 0 I . \ 318.17 Finish door j \ \\ \ \\\ \\\ \\ \\ \\\ \ �� \ \ \ \\ \ \\ \ \ ( I Phase 2 of 5 318.25 I ` 1 �) I _ __� �� 37 \\ `,\ \ \\ �\ \\ S I I / 319.50 3I8.2 I I Ot YD#30 I \ \ / 318 \\ I �. I `) 1 \�\ \\ C A \ D REASE \ ` ` E \ 18' DIA. I / / I I \ I INT EPTOR 5 \ I , , 3 9.58 40 \\ 1 MATHLINE SHEET3.2 �\\ \ \ �� \ \ \, I \� \\� \\ \ `� \ - �� , �, r a / \ \ 316.11 ) I \ / / 18" DIA. 6" p C MAT�HLINE SHEET C3`.� I I GREASE / I I / PROVIDE 4" TO 6" 317.75 317.75 1 318.1 , /� - - 3 _9 \ , P P E / I \ / REDUCER FOR SANITARY + + ' \ % \ `, \ �� \ (, GAS MET INTE CEPTOR \ / SEWER CONNECTION I \ CO HP R INV. IN 316.48 ^ BC: 31 0 \ \ I I (SEE DW(3. P'1. ) �)+3 ) \ I I / M INV OU=316.31 --- TC:31 0 \ \ \ \ \ \ \ \ \ SAN. LATERAL 318.15 \ 19.68 P 0 ID 4" TO 6" / INV.=316.56 i // '� �' c,' u� TR Y 319.58 / _ \ \ \ \\ �\ `\ \ \ �, `\ �� \ § I� _ �. io \ \+ 319.80 319.68 ; 319.5 SEW R CONNECTI N w II 321.5 319. + 31 7. 5 +319.68 + / � 6" RE SUPPLY TER SERVICE (NE \ \ SAN. LATERAL 319.58 / i I 318.15 ------ \ \ CLA 52 D.I:P. \ \ \ 6"x12" WYE \ \ 319. t+ INV.=316.20 / ` I M.J. SWIVEL TEE \ C�\\ \ 6" FIRE PROT. SERVICE L 6" PVC BEND 6" M.J. G.V.\ e \ \ \ + P WATER METER TO BE / \ 3141 r E STING BLOW Q \ `� \ `� , \ \ \ I W \ � 11 INSTALLED 4" GREASE WASTE I \ \ TO REMAIN fNSTALLED IN THE BUILDING 31 .1 6.1 , 1 INV.=316.58 \ \ Y N RAT \ - - RED CES TO 47I MAIN EFOR \\ \ \ \ `\ 4" DOM. WATER SERVICE / 318.15 \ EXI TING 12 TE & 2" G.V. \ \ \ \ \ ERERGENC G E OR 45' Finish Floor Finish Floor / I o_ ________ _ _._____ THE XISTING METER PI �. \\ \\ \ EXISTING 1 WATER SERVI E \ / \ (SEE DWG. S\E1.1) \ BEND / TR.317,. 7 I \ \ BR:317.17 ! I I 319.58 3 18.25 / 6 \ `31 .25 � HYDRA TURY I ` T , MAIN,IN us \ \ o / 6.8 �6 ; 16„ FP REMO ( EXISTI G HYDRA T 1 I \`, w�� \ \ a \ J 306. 5 yea \ "�. \ ✓ INTEGRATED DOCK LEVELER 31 6 �- -- ----' - - --� EXISTING ` \ 19.3 / X I o - - PVC a� ' / CB#18 &BEG INSTALLATION 0 \ / \ 1 `,\ I \� \ IN \ \ \ 306 r 5 I O \ \ \ 9.44 (SEE ARCH DWGS.) __ _ << \ / \ ,� w� E \ \ 319.52 CAST-IRON TRENCH DRAIN W/ .5% PITCH � 3110.1 6"x1' " -� y �� \ \ \ BC TC: `, \ � V 1 \ \t + 19 1 319.A4 m 319.52 TF:315.42 J OUTLET INV:313.92 (DET. 11/C5.3) \ 3TLL.17 Wx _ max- 31 .50 ,max- - -\\x - - - 2T S \ \ \ 306.15 30 \ \ k 0 i - \ TR: j1`l:55 \ \ / ` ` I I \ \ I I I� I I I I' > $ � O YD\#39 o- 19.52 19.4 319.47 319.58 NOTE: MAINTAIN MINIMUM \ BR:31W-05 18 DIA. BC:316.85 \ \ I -------- --, 3 SEPARATION BETWEEN 1 ` / I \ t- 0 49' 12" HDPE - BW:315.47 / r8" ROOF LEADER COLLECTION TC: 317.35 BW: 317.;80 ; \ \ ` I uoo LIM W _ .... _.. ,. DOMESTIC WATER & FIRE rE" ROOF LEADER COLLECTION i DIDC I" Maraw�i I n(A nr)Ki ..„„� / III i/ >L� i\ I \ L- _ ( r I. ►� r �i ..G �F�LANS. r v i i _ 8" ROOF LEADER ISERVICES (TYP.) PIPE. CONFIRM LOEq�ON / ! \ I �� W 12' COLLECTION PIPE. L WITH PLUMBING PLANS. / R L� 8" IA G, 'f' V / I \ 306.40 \\ ` TRANSFORM R � + 320.0 2% Cross 319.58 FDC SEE FP1.2 r l � , �- CONFIRM LOCATION 6" FIRE SUPPLY WATER ( ) \ / j l�lv!=314.75 � � W # ( v Pitch °O CB 22' .a) \ W 15" HDPE I s, \ \(SEE DWG. SE1.Q) \ P0d 316 WITH PLUMBING SERVICE (NEW) - CLASS - \ PLANS. PROVIDE 52 D.I.P. I 319.20 318.80 I Roof Le er I YD#15 18" DIA. � 14'r / 4" DY% o \ t 12' x8" WYE TYP. \ 18.2 318. M c, B 31Wi - \ I +06.1 _ `4 \ oof Leader # \ I p � � �- \ \ \ \ +' 19 10 + TW: 319.15 - SER� CESTI DOMESTIC ATE CLASS ----*----- Inv=316.00 318 h - 317:,80 7 ` - / _ 307. p ` � I` � Inv.-3 6.00 / /� 5 Re lace 'Fra e &Grate \ \ \ I I ❑ 319 04 + 9.2 1 .2+ 52 D. TYP. _ 3t9 +318.2 1 + 1. 18.2 ~' \ a 317 \ '`� \ - - ' "� / ' / ^o 306.55 ith C-� Frme Grate a/ \ I I I I 319 318.2 BW:. 1 --- A \ \ ` - --- 318.92 o , . I CB 21 a \ o \ BEND . +31 i~- -- = -- - - -- 318 I Y0 13 319. 319 319.2 318.2 �\ / 318.2 318 2 \318.2 - 317.$0, 1 11 8g � - L# - �\ r # I h L:' \ -- 18' DIA. O O O O' YD 14 t-------- ; . . 18. °�. o t 118. - --- 4� s, - ICB 19 -7 , N -------- \ / 318.35 - O O O I --- �.16 O - ` 18' DIA. \ \ wsx �- \ I ( C ) 318.30 BC:318.30 --'-- ---- ; �+ ��------- EN h \ \ �.-- ' ' i 1 I __------T------I ___ 1 I M 318.80 TC TW: 318.j30 318.9 TR: 319.42 R: 19.15+ + BR: 318.65 + +TR: �19.1 �I \ IT D D . 3 \ 3 8 / 2 318.618.�6 / 3 6618.6r \ W 2 1 i 318.9 We 3 t5 i We 4 We O 0 ( 3 \ I I \ 1"84 e 1 _ / \ 31 q--�-- ti , -� t-!�� _ - - - G �� / CB# ReplaFe�d Tfz:319.3 318.50 31 50 \ \ 1 „ 318: I - - BEND/ - .,.. FP W FP W FP W PP\ W FP W FP W W a I ®I BEND - \ O 1 \ / \ G \ - - _ Frame Grarate with \ / I I I M END \ \ G G G - - - - - - - - - - \ Jy ` 15 SC-740 A \ \ \ \ \ \ \ ` E T E E T. E T E _. E T El �i E E E " CETR E - T E T T ` -T E E \ 2 \ o \ \ \ \ 45' BC TC/BR: T.C. 31 .8 9.80 NE HYDRANT \ CB#16 I ti, `. '.� < 31 s- T T - E------- E 1 \ �; O • BEND 31 .8 CB#12 -�R.�3-80 .C. 19. 0 T E T __ E - \ E I $ I� \ - _--- - -- -- -_ - - -- iP4 / PRIMARY ELECTRICAL SERVICE, CABLE & T 1 O� \ I TEL/DATA UTILITIES BURIED \ \ \ \ \ \ 320 ENCASE IN CONCRETEWHERELOCATED \ �I J. TEE &- UNDER VEHICULAR PAVEMENT AREAS. GAS SERVICE \\ \ \ \ \ \ \ \ \\ 3/9 \\ 1 3 6" M.J. G.V. SEE SHEETS SE1.1 AND SE1.2 (EXTENSION FROM ` // \�� M� , CORNERSTONE DRIVE) N mod' \ \ \ \ \ NEW GAS SERVICE BY \ \ \ \ I�I�� \ \ \ \ \ \ \ 32 ` CONNECT NE 4' DOMESTIC WAT SERVICE GAS COMPANY) ( 1 \ +317.50 \ I TO EXIST] G ATER SERVICE FORE \ \ \ \ \ C 8 ) THE EXIS IN WATER METER TWIT 4" M.J. NOTE: \ \� ��� \ o \ \\ \ \ \ \ \ \\ j I I SOLID SL EV I I EROSION CONTROL BLANKETS BA E URVEY PREPARED BY TC:320.50 TC:320.95 \ REMOVE EXISTIN WATER 319.38 n LC:319.�0 I _ 0 \ \ \ \ \ \ TF:319.50 1, vBC:320.00 BC:320.45 \ METER hl) SERV E TO /� •318.80 ? I I DES GWPROFESSIONALS, INC. S #20 �„ \ \EXIST. BUILDING. INSTALL Ew 1 g • \ I I NEEDED ON 3:1 SLOPES OR AU US 10, 2016 \ I (9) SC-740 \ WATER METER IN BUILDI 3 STEEPER. SEE SHEET C5.4 33� CHAMBERS ® \ \ \ \ \ \ \ \ \\ I 46 I o \ O (SEE C1.0 AND C1.1) 32 \ \ I 11 x10' \. �o PROVIDE % l \ o ,\ \ \ \ 0 IITC:320.1 1 `3�9 I✓ / \Yard1 51 ' MODIFIED 3 \ \ CR\OSS\ �� \ o o \ \ \ \ \ C. 319.6 I RIPRAP `$ ,.,PITCH E 2% --- 320.26 \ = , STORMWATER STRUCTURE SCHEDULE: W ,'7 yerain 317.90 310.12 10.12 WALK TYP. \ 32p \ 20' 10.00% 12" WA ! 119.5 \ \ o \ \ I \ Wye #6 Wye 310.12 10.12 131' 2.65% 12" DMH 2 DMH 317.90 306.65 06.65 \ \ \ \ \ \ Type "C" 319.87 316.73 f 4 •\ \ \ \ � f CB 7 yp \� � Roo # Roof Leader 14.75 ;� 143' 1 0 19, 13.40% 8" CB 6 Type "C" 320.77 316.30 316.30 " / /A V DMH 2 DMH 317.90 306.65 1 306.65 CB 6 Type "C" 320.77 316.30 3 I � " Chambers 8.00 " " �R ECRE.B,% 12" " " 85' 1.00% 15" \ W� I \ \ e \ \ \ \ �k 32 �,0 \ \ GCB .I�Sf • 321 27 L� I / CB 8 Type C 318.70 315.45 5.4I Z CB 26 Type C 311.00 307.15 7.15 Structure Top of Invert Invert Pipe Pipe Pipe Structure Type Frame In Out Length Slope Size B.C. 3 \ \ \ \ \ \ I \�- �W: 320.7� // CB#7 / / \ CB 8 Type "C" 318.70 315.45 315.45 CB 27 Type "C" 311.00 3 7.77 \ \ \ N � \ / 63' 2.66% 12" 16' 3.90% 15" n`V� \ \ \ \`322 \ \ I \ ` / / / / CB 16 Type "C" 317.35 313.78 313.78 CB 2.6 Type "C" 311.00 307.15 1 3 7.15 \ \ \ \ TC:322!3i� I \ \ \ TC:321. 0�' \ / \ \ \ \ \ \ \ / CB 12 Type "C" 317.90 314.85 CB .?6 Type "C" 311.00 307.15 ' 3 7.15 BC: 321 "" 3 2• 2 Z \ BC: 321 TC: 321.62 ` / » " \ \ \ \ �R \ / \ \ -____ C:321.12 / / " 155 0.69% 12 " " 200 4.50% 15 o -\ CB 16 Type C 317.35 313.78 313.78 CB 23 Type C 301.50 298.07 298.07 ---------- g4C:.2198-- i 23 \\ �\ 1 g \\\ -- 2 --- �� \ / / / CB 16 Type "C" 317.35 313.78 313.78 21' 0.71 % 12 CB 24 Type "C" 301.50 298.25 298.25 18, 1.00% 15" \ \ ° \ \` " Chambers 313.63 313.50 CB 23 Type "C" 301.50 298.07 298.07 " " 123' 2.20% 15" ,�/I CB 19 Type C 314.00 310.75 310.75 � �53 Yard Drain 301.00 298.42 V v I� \ o \ \ �i / / 23 Type "C" 301.50 298.07 298.07 7� 5.00% 12" CB ._ \ \ \ \ CB#3 / / CB 18 Type "C" 315.90 312.38 68' 2.40% 15" CB 23 Type "C" 301.50 298.07 298.07 \ \ \ \ F. 32 .37 / `\ \ \ 22.71 - / \ CB 19 Type "C" 314.00 310.75 310.75 DMH 25 DMH 302.54 297.19 _ 39' 2.25% 15" \ 6 \ �$(':32 - \ �, �3 \ CB 19 Type C 314.00 310.75 310.75 \ �I '� \ \ � ,� i \ \ \ � / \ �� � ____ - - 166' 4.70% 15" Trench Trench 315.45 313.95 1� CB 21 Type "C-L" 306.55 302.95 302.51 49' 0.78% 12" YD 39 Yard Drain 318.95 313.57 313.57 / \ ' ` \ _ ' \ \ CB 22 Type "C" 306.40 303.15 " YD 39 Yard Drain 318.95 313.57 313.57 \\ \ \ o \ � - - - TC. 323.06 20 1.00% 15 TC:323.29 \ / ` i \ CB 21 Type "C-L" 306.55 302.95 302.51 \ \ :322.79 - �BC:322.56 - YP 312.68(S) 118' 0.75% 12" - - - - _ - CB 33 --Typ-�3�� _ 3� R 1 `7 318.12 YD 36 Yard Drain 318.95 316.20(SE) 312.68 o \ SS, i - - - -.�,---0a5%-- `�--_ - V� \ \ \ \ & _ - \ \ I Outlet 1 Flared End 317.69 YD 30 Yard Drain 318.70 316.55 \ \ \ \ TC: 323.04 '0 '- - - \ \ \ FES #1 ` BC: 322.54 4/ - - - \ \ \ - � � \ / \ \ CB 10r Type "C-L" 319.65 314.86 314.86 312.68(S) 35' 1.00% 12 \ \ O � 90 YD ;36 Yard Drain 318.70 316.20(SE) 312.68 \ 3 Chambe s 312.68(S) \ 317 ` _ \ q� 2 325 \ - CB 10 Type "C-L" 319.65 317.10 149 0.74% 12 YD ;36 Yard Drain 318.70 316.20(SE) 312.68 CONCRETE WEIR \ \ LOW FL=314.70' \ 3 17 X / J ` \ Outlet 2 Flared End 316.00 YD 38 Yard Drain 320.50 312.14 312.14 HIGHER FL=315.40' \ + Roof 1 Roof Leader 316.00 \ \ \ \ / # 20' 0.75% 8" YD .38 Yard Drain 320.50 312.14 312.14 / Wye 1 Wye 315.85 315.85 235' 0.75% 12" _ 11'Wx1OIL I \ \� \ \ Y # Y 310.38(s W) ,cu \ MODIFIED \ \ " DMH 2 DMH 316.60 310.38 RIPRAP \ _ - _ - \ Wye #1 Wye 315.85 315.85 16 0.75% 12 YD ;34 Yard Drain 317.95 315.81 / \ , \ Wye #2 Wye 315.73 315.73 36' 1.00% 12" 324.70+ YD ;32 Yard Drain 317.50 315.45 315.45 / \ I / T 324.7$ / Ln \ W � � � `a \ TC:32�.79 a_ 32 40 28 N YD 13 Yard Drain 318.80 315.80 BC: 323.�9to \ I / j / "c 11' 0.63% 12" YD 32 Yard Drain 317.50 315.45 315.45 \ \ ��p I // / / / / - Wye #2 Wye 315.73 315„ I3\ F J YD 31 Yard Drain 317.50 314.92 314.92 53 1.00% 12 \ / ;� Wye #2 Wye 315.73 314.94 36 2.44% 12 Wye 3 Wye 314. I� �� PH cp 1 r � ���5 I O 62" YD ;35 Yard Drain 317.95 315.80 � " _ 4r�� (�\ I /� YD 31 Yard Drain 317.50 314.92 314.92 (\`�\/ o \ \ --_ I \ 324.80 /I / / / / M^ \ YD 14 Yard Drain 317.80 315 9211505 �J P r G 3 / / / / I� N n C� " YD 31 Yard Drain 317.50 314.92 314.92 �. 1 ` \ 1 \ 2 Wye #3 Wye 314.9 31�.J4 YD 28 Yard Drain 317.85 314.31 314.31 15 0.75% 12 /'V�'� 1 o _ Wye #3 Wye 314.9 314.94 YD / / // % / \ I Fb \ \ a / _ Wye 4 Wye 313.27 313.27 63' 2.65% 12" 28 Yard Drain 317.85 314.31 314.31 37' 1.00% 12" _ \ \ \ Y # Y YD 29 Yard Drain 317.70 313.94 313.94 / is �p Roof #3 Roof Leader 314.75 28, 5.30% 8" `A/ 1 J I \ `� CJ/--1 1---�-- i Wye 4 Wye 313.27 313.27 Yard Drain 1 0 313.94 313.94 / \ VV� \ � \ \ \ 323 , / ( � \\ Y # Y YD 29 a d D a 3 7.7 � 1.00% 1 " \ \ 322 / 328 Wye #4 Wye 313.27 313.27 25 2 G O 16 2.65% 12 DMH 2 DMH 316.60 310.38 � \ \ I � %\ ^ / / f / Wye #5 Wye 312.85 312.85 310.38(SW) - \ \ 1 /' / - YD 15 Yard Drain 317.80 314.55 " DMH 2 DMH 316.60 313.69(S) 310.38 \ o \ / / / / 20 8.50% 12 310.38(SW) 138' 0.75% 12" Wye #5 Wye 312.85 312.85 12" RCP ) / _ \ \ / -' / / �� Outlet 3 Flared End 309.35 FL=314.70' Wye #5 Wye 312.85 312.85 6 \ CONC. HEAD W LL \ \ o \ \ \ \ / - - i / / / I / / - - \ 74' 2.65% 12" YD 40 Yard Drain 317.50 316.11 \ f DMH 3 DMH 318.10 310.89 310.89 66' 1.00% 8" W � \ '. \\ \ \ \ \ I \ / � l - - _ � i \ YD 32 Yard Drain 317.50 315.45 315.45 DMH 3 DMH 318.10 310.89 310.89 o Wye #6 Wye 310.12 310.12 \ \ l \ 29' 2.65% 12 23 ` \ \ L GRAPHIC SCALE I \\ \\ \ \ \\ \\ \ \ \ \\ 20 10 0 20 \ \ e, \ \ \ \ SCALE IN FEET N W F- i Z 'O U U ci ci N o c c y 5 - c,4 vn E p7 '0 'O > ;' N v�i 1= C b >> O U- N C Q y Oy N i •� bCOW V •69� V U W J s H K J U c c _ O O V 15 � 3 L L a A H Go NN�U G= _� �'fl9 0. MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE GRADING & UTILITIES PLAN ENLARGEMENT SOUTH DATE 11 /2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C391 OR Nor wlINV✓ 0U TN C 322 TOWN 123 0 OF 5 6 PA VOL. N O \ I \ \ \ \ \ oOF } \ YD#36 18" DIA. / \ \ cv L o - \ /X 1 I\ O v \ \ \ I } I \ \ \ \ \ I GAS METR \ (SEE \ 1 I W '`� ° 31 1 1 31 v I� �v �321.5 o ILI \ \ \ \ LlEi E ° ERGENCI� \\ \\-__ /���\ Q'/ \\ (S DWG 5\E11) �j \ ,C /I A�� � \ \ )5� '\REVISIONS �,BASE SURVEY PREPARED BY } CONFORMED SET / IDESIGN PROFESSIONALS, INC. } \ MARCH 22, 2019 6" / il AUGUST 10, 2016 I /`i �GAS SERVICE I ( 1 2/19/19 BID SUPPLEMENT I (EXTENSION FR1Otvi 1 V221Il BIDSUPPLEMENT-2 I o wG / / / I I - \ \ / AVERY MEADOW) CORE SAN. FOR NEW \ \ l-���• SEW TER (IN .-306.7). \ \ WGIN LL NEL INVER I xl 8 S y Manhole � \ \ WG=310.79 ' 30 \ ��_ L.IP. ® 300.0 I \ ` Inv =306.7 c Cur 22' - VC SD \ \ 2 ' ` � / \ \0 In v (N)= Ca" ' _ 0 S= \ \\ Ir OUT=306.�2 \� AN 50 \ o I 2J5 I�STATE PROJECT NO. 9i IN / \La"" \ \ N\\ \\ \ °�� I I I 132-0089 N Phase 2 of 5 \ Brick Wa/k NDPE ,gyp \ \ + CB#2 n = \ / Mulc54 \ } Mulc House / \ \ \ \il5" H PE House `Ex;stin9 Existing I I \ YD#33 I DMH#2 GoseM{6 O @ 1. )� CURB SEC ON FOR \ \ CC TO FRONT LA N \ oI } �o �s� , oan� I I C , 3 0 . 2 EMin a IeMeter ��i F r)98 liect %pF 02. qu hJ 1-67 8'- PVC SDR35 \ e 1T1 S\AN. MH #2 \\ 7 'S=1. ' \S R35 ' \ T.1;.=315.0 INV. NN (SE)=30961 / INV. IN S)=30"9 /cnAl FF\S # 1 10*10'L �1 DMH 2 N X,- - - - - - lYlVU„\,L-U l 317 1 1 Th 1 T -� Q SAN. M i#5 �\ \ i\ I FF�� • �/: Is, T.F.=31 .0 \ } O I-j INV. OU=310.61 INV. IN= I } \ 1 } M } TW:318.70 / / VC�CH. 80 YD#29 I EC BW:317.4 I I I \ R/HE�UEff 18DI . I } \ 318.14 �W:1 . o I `3 rf) } ti R�\ 30 J I \ C 271t JI 128' - 8" PVC 5 314!1,` \ \ - - -- of \\18.010.311.31 Ill s=1.o% I I \ \ \ \ \ } +---- 8„ P C ( 2t) I • ; I 318.25 318.25 318.25 \ ,��, • I`12 3NV 11.78 I \ I ii ' >II \ N=3 LATERAL I \• } \\ \ co PREPARED SUBGRADE OF WOOD ` I } I• f}� \ 45\ ND \ \ \\ 0' 1 NDPE \ I FIBER PLAY REA IS MINUS 12"� 18.0• } \ BC:313.61 I v \ I YD#2 TC:314.11 • FROM FINIS GRADES SHOWN (SEE 11 /C5.1) I \ 18 DI 4. I } BC: 313.90 > / 5 \ I \ I } TC: 314.40 \313 �\ \ \ \ \ 2� > a I00 -- \ \ 4.8 INV.316.70 INV.31319.60 �INV.312.26� r------- \ \ \ \ TI1;84(12) . � � \ \ ( 6" URY) \ \ 18.0 G ---- 6\ \� JV\ 2 � \ \ \ \ , wto�vILo.tol N6" PERF PVC SCH. 80 18.0 31825 \V BUNDERDRAIN ® 20' 0. 17.75+319. 31 21. 7 148� nv1l u. ; •` ti \ I I 1 318.91 318.17 DROP } �w 3 \.1 Finish Floor \ _�__' d \ \ \� \\ \`� \\\ \ \ \ O \ / I� I I T.F =317.8 } II - INV.312.74 I � / +�VO.50 I (12") I I J I V. UT 309.97 II I 318.25 TW: 317.58 I \ \ \ \ \ ��� \\ \ \` \ \ U _ `_ INV IN 31250 }I \ \ ` \ ` \ 1- mcoo \ I317.8411 � I I III 1 314.84' :. , \ `\ �� \ \�� \\ \ \' u Lzi _ BC: 314.45 -- -- _ \ `� \ ` �� \ J u o YD#31 �I W INV.313.22 II 18' DIA. I \ \ (12") I F- I N \ YD 18" IA. \ L ------1 \ \ \ \ \ \ \ \ • \ 0 a \ / ZZ'� c� \ o I "' I I \ \ 317.8 1 I a 6" F S F'PLY WA ER SERyICE., (NE \ ; `� ��\ \ \`� \ \ \ o D.I.P. \ \ \ \ � II 43 0 S \--INV.313.7 I o \ ( ) III I r7 II \ - 0 \ \ ``\%1111IiIIj `CON/9IpPREPARED SOBME OF WOOD M FIBER -4LAY AR�IN FROM FINISH GRADES I ',o -DET. 11YD 3 EE20.+18" DIA I \ \ 1 S TiF.M31 #4 1 1 31\7.8 \\ I _ `, \ \ ,) �'�� �'n� No. 13360 IN OU 1=313.57 YD#32 i \ I o \ �\ y - \ �\ v'O \ .�s0 tJS 11 I I V. lti1=313.67 \ 18° DIA. / 1 1 I I 1 \ I \ Y #34 i \ �6, \ \ , -'� \ \ rvw ONAI- I + + 1 5 I I \ 1 18" 1A� p� \ I \ �� \ �\ „%'' ',,i'� \ \ \ ��r�lllti►�� 319.E I I I I I \ 1 7' - 8" PV� SDR35 PLAYG OUND PERIM&E URBING 1 \ \\ » 1\ INV.31,7.30 I is FLU 0 ,TYPU PAVEM,ENT 0 OTH I \\cos \ Roof Leader y Q pp" 319.45 �f 3S iiiW S' SS I 1 S S \_i\1 0 II \ % Inv=31 75 8„ '2„Wye DM... ' I f Q - - \ / 18• 5' - 6 VC: SDF \ c' H#2 + - _ \ ® \ INV.317.00 � o - -�17�8 8"X 'X4" WYE \ \319.3� \ \ r 150' - 8';/PV,i£19a13�35 319.`95� 19.0 /' �31T.5 � I } 31 .10 ``I ���` �" - ��/ MOSER \ \ \ / - \\ , , I PILON y SDR35 ® S= 4% 319. 5+ I } 31 .2 \\ _ II 1 I - \ ` ` ` ` ` `` \ 67 - 6" PVC \ 317.8 C `��� \ ` H 1 318.1 \ I �' \ \ \I S R35 = 44 PV o 1 \ 9.58 \ / 319.58 19.30 \�� I n `� �r \ ` \ ` ��\ \`� \\ ` \ ` T� C ` \ TF:318. 0 \ \1 318.17 Finish �oor h I ��; '' y \\ ��\ \ �\ S �\\ NELSON ��LSON N 1 1 \ l // �- \\ 318.25 I I �, (, I __� \ \ \`, ^I `,\ ARCHITECT: I 319.50 I 3 18.25\ � - \ I `I 18" DIA. REASE 1 }} \\ / I // 318 \\ \ I to 1 �J, �I \ \�` \\ `� \ `�\ \\\� \ 30 JORDAN LANE + MAT LINE SHEET G3.2 I �� �Ef WETHERSFIELD, CT. 06109 INT EPTOR 9.58 \\ \ \ 1 � 40 �.1 \ \ � �\ (860) 563-6164 31 NV. OUT 316.11 / 1 \ / / 18" DIA. 6" p�C MAT�HLINE SHEET C3:1 I �\ ` \ �\ nX] GREASE / I I / PROVIDE 4" TO 6" 317.75 317.75 I \ 318.1 / - - I 3 _95 \ \ �\ n INTERCEPTORGREASE / I \ -� REDUCER FOR SANITARY + + %J HP ` \ \ r \ \ \ ` \ TITLE I \ / SEWER CONNECTION I \ \', BC: .40 \ \ \ \ NOTE: `^ INV. IN 316.48 / I � � � I / n.� � INV OU=316.31 / \ I -- ----'' TC:31 0 \ \ GRADING & SAN. LATERAL I I / 318.15 +319.68 P 0 ID TO 6" INV.=316.56 \ \ ` \ \ EROSION CONTROL BLANKETS 9.80 TR Y 319.58 // I `/ / 1 -- � °- � M � \ � UTILITIES PLAN 319.68 319.5 SEW R CONNECTI N - / ( \ ENLARGEMENT +319.68 + 319. + I 0 317. 5 I \ \ NEEDED ON 3:1 SLOPES OR 319.58 _ / I 318.15 6" RE SUPPLY TER SERVICE (NE \ `� \ NORTH SAN. LATERAL 1 I \ \ CLA 52 D.I.P. \ \ , \ STEEPER. SEE SHEET C5.4 " MIll.J. SWIVEL` TEE `� \ 319.2s+ INV.=316.20 / � \ I 6»x12" WYE }� \1 .1 V \ \ P\95 \-A 6' FIRE PROT. SERVICE / \ 6" PVC BEND ` WATER METER TO BE 45 4" GREASE WASTE 31.1� E STING BLOW INSTALLED IN THE BUILDING INV.=316.58 1 31 .1 \ 6.1 TO REMAIN \ EXI TING 12" TES & 2" G.V. 4" DOM. WATER SERVICE / 31$.15 \ \ ` 45• Finish Floor Finish Floor / J �_ _---_ PI e BEND / TR:317.67 O RED CE HYDRA"+T AIN EFOR�1 \ I �\\ THE XISTING METEF, DATE 11/2/2018 319.58 318.25 BR:317�17 \ 31 .25 t3 j 86 I \., - FP (5'-6" BURY) � � COPYRIGHT fl REMO EXISTING HYDRA T ` ` Moser Pilon Nelson Archite INTEGRATED DOCK LEVELER 1 6 • 0 ----- -6" - - Q'.pb 0 � pVC i &BEG. INSTALLATION 0 19.44 (SEE ARCH DWGS.) i / / - - a� s' CB#18 "\ , I 31.�.2 -- ---- BC TC: ` \ 319.52 CAST-IRON TRENCH DRAIN W/ .5% PITCH I 3 �81 6"A -� �'l \ v 31 .50 _ _ _ _ _ GRAPHIC SCALE DWG. NO. 319. 4 m 319.52 TF:315.42 /OUTLET INV:313.92 (DET. 11/C5.3) j \ 348,17 \ ; E "s• \ - '5 \ 5, 20 10 0 20 TR:3i 55 19.52 19.4 319.47 319.58 NOTE: MAINTAIN MINIMUM + BR: 31 05 �\ BC: 3116.85 i • 3' SEPARATION BETWEEN ` SCALE: IN FEET C3*2 49' 12" HDPE I [BW*315.47 DOMESTIC WATER & FIRE 8" ROOF LEADER COLLECTION / 8" ROOF LEADER COLLEC110N TC: 317.35 ; W. 317.80 TW:319.47 8" ROOF LEADER SERVICES (TYP.)F PIPE. CONFIRMG P°LANS�N 1 YD 17 ,� 12'' I COLLECTION PIPE. WITH CONFIRM MBIING LOCATION / R�a L 8» _7A :: EROSION CONTROL NOTES EROSION CONTROL INTENT G // AT ANY PARTICULAR TIME, LAND DISTURBANCE SHALL BE KEPT TO A MINIMUM. RESTABILIZATION SHALL BE SCHEDULED AS SOON AS POSSIBLE. DO NOT THE EROSION CONTROL PLAN IS INTENDED TO MINIMIZE THE MOVEMENT OF MATERIAL INTO ADJACENT WETLANDS AND WATERCOURSES BY ONE OR MORE cn / WAIT FOR BUILDING CONSTRUCTION TO BE COMPLETED FOR STABILIZATION OF GRASS AND PAVED AREAS TO PROCEED. IF PERMANENT SLOPES CAN NOT OF THE FOLLOWING. / BE COMPLETED IMMEDIATELY UPON THEIR PLACEMENT, TEMPORARY MULCH OR GRASS COVER SHALL BE ESTABLISHED. A. LIMIT THE TIME OF BARE SOIL EXPOSURE. ONCE EXCAVATION OR FILL HAS BEEN COMPLEIED AN^v 'r'r"I InvUT vvm1Tfivv U.N 11" THE ENTIRE SITE 11 READY � ®„ anitary Man,Erol SILT FENCE AND/OR HAY BALE BERMS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AT THE LOCATIONS SHOWN ON THE PLANS, AND STAKED PROVIDE SOME TYPE OF GROUND COVER AS SPECIFIED WITH EITHER MULCH, PAVEMENT, TEMPORARY SEEDING OR PERMANENT SEEDING. SLOPES IN 10.79 WyG \ \ IN PLACE. ALL SUCH PROTECTIVE MEASURES SHALL BE IN PLACE PRIOR TO ANY CUTTING OR FILLING PROCEEDS. PARTICULAR SHOULD BE PERMANENTLY SEEDED AS SOON AS FORMING IS COMPLETED. THE USE OF MULCH, TEMPORARY SEEDING OR JUTE MESH WILL .7 BIND THE SOIL BY ABSORBING AND SPREADING HEAVY RAIN SUCH THAT CONCENTRATION OF WATER WILL NOT BE AS LIKELY TO OCCUR. CONTROL OF In 'C �," \ CATCH BASINS SHALL BE PROTECTED WITH SILT FENCE OR HAY BALES THROUGHOUT THE CONSTRUCTION PERIOD. THE STRUCTURES SHALL BE ENCIRCLED SWALE FLOW THIS IS THE LAST LINE OF DEFENSE SINCE THE WATER FROM A RAIN WILL PROBABLY BE CONCENTRATED INTO SWALE FLOW BY THIS \ iN1= \I6ctric COMPLETELY AT LOW POINTS. ON SLOPED AREAS THE SILT FENCE SHALL FORM A POCKET TO TRAP WATER IMMEDIATELY UPSTREAM FROM THE TIME. PEASTONE SHOULD BE DUMPED INTO THE BOTTOM OF SWALES AT DOWNSTREAM LOCATIONS AND WHERE NEEDED TO SLOW THE WATER FLOW. 0o \ \ STRUCTURE. STABILIZATION OF GRASS AND PAVED AREAS SHALL BE COMPLETE BEFORE REMOVAL OF THE FENCE. THIS ALSO SETTLES OUT MANY OF THE FINE SILTS. THESE SHOULD BE USED WELL UPSTREAM FROM THE SETTLING BASINS. WITH SEVERAL LOCATED IN LONG SWALES. O ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE B. THE USE OF SILT FENCE ANCHORED AS REQUIRED, WILL CONTROL SHEET FLOW AS LONG AS THE WATER VOLUME IS NOT GREAT. IN SOME CASES, 0 �Wn \ "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL". WHERE THE FLOW IS GREAT ENOUGH, THE FENCE SHOULD BE BACKED UP BY HAY BALES TO PROVIDE STRENGTH AGAINST THE FENCE TIPPING OVER DUE TO THE WATER VOLUME. ACCUMULATED SILT SHOULD BE PERIODICALLY CLEANED FROM THE FRONT OF THE SILT FENCE. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN ANY WATERSHED AREA UNLESS SPECIFIC PERMISSION IS C. CONSTRUCTION POOL DEPRESSIONS. USUALLY LOCATED NEAR THE END OF SWALES AND NEAR THE PROPERTY LINE TO PROVIDE LONGER DETENTION y OBTAINED FROM THE TOWN TO OTHERWISE PROCEED FOR SPECIFIC AREAS. TIME FOR SILT SETTLEMENT. CLEANING IS MANDATORY ON REGULAR BASIS. House HpU D. THE CONTROL AND REMOVAL OF ALL SILT IS NOT POSSIBLE, BUT BY CAREFUL APPLICATION OF THE REQUIREMENTS OF THIS PLAN COMBINED WITH / ALL CONTROL MEASURES SHALL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE CONTRACTOR CONCERN WILL GREATLY IMPROVE THE QUALITY OF BOTH THE SITE AREAS AND THE OFF —SITE AREAS. Existln9 I Ir Ex STABILIZED WITH EITHER PAVEMENT, GRASS OR APPROVED GROUND COVER. CONTROL MEASURES SHALL BE CHECKED BY THE RESPONSIBLE INDIVIDUAL e OR HIS DESIGNATED REPRESENTATIVE BEFORE AND AFTER ALL RAIN STORMS AND AFTER EACH WORKING DAY. INE SITE CONIRACTOK IS ASSIGNED HE RESPONSIBILIIT OF IMPLEMENIING --IIS EROSI 1 AND SEDIMENT CviI L PLAN.'. HE SHALL APPOINT a SITE `� �AICI REPRESENTATIVE FOR DAILY INSPECTIONS, AND SHALL FURNISH THAT NAME TO THE TOWN. THE RESPONSIBILITY STILL SHALL REST WITH THE SITE _ 1 I \ N /\ rmeter.. CONTRACTOR FOR THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN NOTIFYING THE COMMISSION STAFF OF ANY TRANSFER OF THE DAILY ON —SITE RESPONSIBILITY c LEGEND: CONTROL MEASURE INLET PROTECTION SILT FENCE CONSTRUCTION ENTRANCE STONE CHECK DAM TOP SOIL STOCKPILE ARE -A N\MEADU c� ADDITIONAL CONTROL MEASURES SHALL BE IMMEDIATELY INSTALLED, AS REQUIRED BY THE INTENT OF THIS PLAN AND/OR IF REQUESTED BY THE TOWN. " \ AvERY 300 FEET OF UNUSED SILT FENCE SHALL BE KEPT AVAILABLE ON THE SITE FOR THIS PURPOSE. \ 4 ALL DISTURBED AND STOCKPILED MATERIALS SHALL BE SEEDED AS SOON AS POSSIBLE. IN THE CASE OF WINTER CONSTRUCTION, MULCH SHALL BE I I 2 \� \ I SNET 145 PLACED AND EROSION CONTROL MEASURES PLACED TO PREVENT WASHOUTS OF THE STOCKPILED MATERIAL. THE SAME REQUIREMENTS MAY BE NEEDED j ( '' \ I LIGHTS 4 L/T FOR CONSTRUCTION DURING OTHER SEASONS AS DIRECTED BY THE TOWN AND THE ENGINEER. \ ( 1 \ \ TRANS 13 IF IN THE OPINION OF THE TOWN, HAY BALES SHOULD BE USED INSTEAD OF SILT FENCE, SUCH SUBSTITUTION SHALL BE MADE AT THE LOCATIONS \ — REQUESTED. FOR ANY AREAS WHERE SILT FENCE IS DIFFICULT TO MAINTAIN DUE TO WATER FLOW OR OTHER REASON, THE FENCE SHALL BE BACKED UP WITH HAY BALES STAKED INTO PLACE. / / — — I \ \ \ \ \ \ \ \ \ \ / / �/ I A SCHEDULE OF PLANNED ACTIVITIES INCLUDING EROSION AND SEDIMENT CONTROL MEASURE INSTALLATION SHALL BE SUBMITTED TO THE TOWN ALONG \ 11 l \ m� SF WITH ANY OTHER REPORTS REQUESTED BY THE COMMISSION. PLANNED ACTIVITIES SHALL INCLUDE PLANNED PERIODS WHEN SEEDING AND/OR PAVING WILL BE PLACED, WHEN UTILITY LINES WILL BE INSTALLED, WHEN BUILDING CONSTRUCTION WILL TAKE PLACE AND WHEN CUTTING AND FILLING WILL OCCUR. THE SCHEDULE SHALL ALSO INCLUDE DATA ON TRUCK MOVEMENT TO AND FROM THE SITE TO MOVE MATERIAL ONTO OR OFF OF THE SITE. TRUCK MOVEMENTS OFF OF THE SITE SHALL BE RESTRICTED AS DIRECTED BY THE TOWN FOR PEAK TRAFFIC TIMES AND FOR TIMES WHEN NOISE WOULD DISTURB THE PROPERTY NEIGHBORS. OR SEEDING MIXTURES SHALL BE IN COMPLIANCE WITH CHAPTER 6 OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL". N\F WINDS / �' 317 \ \ SF \ \ I I TEMPORARY SEEDING SHALL BE USED WHEN THE GROWING SEASON REMAINING IS LESS THAN 60 DAYS. PERMANENT SEEDING SHALL BE USED WHEN SOUTN GE 322 TP-1 ° SF MORE THAN 60 DAYS REMAINS. FOR SEASONS WHEN SEEDING IS NOT POSSIBLE, SUCH AS THE WINTER OR THE DRY PART OF THE SUMMER, MULCH SHALL OF 6 PA SF / 1 �L 1 \ W BE USED AT THE RATE OF TWO TONS PER ACRE. PERMANENT SEEDING SHALL REPLACE TEMPORARY SEEDING AS SOON AS THE SEASON PERMITS AND TO VOL' 123 \ I x 6 \ 9 SF AS APPROVED BY THE TOWN ENGINEER. REFER TO SEEDING CHARTS ON THE DETAIL SHEETS. \ x 316• I I I �4 \ HAY MULCH SHOULD BE APPLIED AT THE RATE OF TWO TONS PER ACRE (40 BALES PER ACRE) ON AREAS TO BE LEFT BARE FOR UP TO 30 DAYS. x \ 302 TEMPORARY SEEDING SHOULD BE USED ON THOSE AREAS FOR MORE THAN 30 DAYS. Cr1��(/ SOIL STABILIZATION SHALL RE COMPLETED WITHIN FIVE (F) HAYS OF CI FARINA OR INACTIVITY IN CONSTRUCTION, _ / - ,, _ �\ E&S CONTROLS BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS OF GREATER THAN 0.1 INCH. \ \ I \ I °I \ \ I 1 \ �`� \ 50 THE CONTRACTOR SHALL NOTIFY THE TOWN ENGINEER/ENVIRONMENTAL PLANNER/CONSERVATION OFFICER AT LEAST TWO WORKING DAYS BEFORE THE FOLLOWING: 1. START OF CONSTRUCTION / \ / 5 \ I I \ I 3j3 \ F \ \y� 20' S\ I I pMH 2. COMPLETION OF CLEARING LIMIT DEMARCATION \ \ I I \ 1 I 1 i\ / \ \ \ \ `\ \ \ EX 3D2 5 ; 3. INSTALLATION OF E&S MEASURES \ \ \ I \ Lr� 11z \ \ \ V\ \ \ \ \ \ T•F 4. COMPLETION OF SITE CLEARING 5. COMPLETION OF ROUGH GRADING �titi \ \ % I — J \ '- 3 \ ` \\ ` `\ 6. COMPLETION OF FINAL GRADING 1 / / \ \ \ _-- �— - \ S'F ` � M Gg / \ � , \ I \\ � \ \ sf'` \ SF \� p H 7. CLOSE OF CONSTRUCTION SEASON/ \ I7 \� `\ \ \ 8. COMPLETION OF FINAL LANDSCAPING / , / T Ex. •�3� F�•23 9. PRIOR TO THE REMOVAL OF CONSTRUCTION E&S CONTROL MEASURES \ I ' I ALL WASTE MATERIALS (INCLUDING WASTEWATER) SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAW. LITTER SHALL BE / / \ O ( I I10 10 PICKED UP AT THE END OF EACH WORK DAY. CONCRETE WASHOUT SHALL ON —SITE MUST MEET THE FOLLOWING CONDITIONS: ( % \/ I I \ a \\ p 0 $ • CONCRETE TRUCK WASHOUT SHALL BE DONE IN DESIGNATED AREAS ONLY OUTSIDE OF THE INLAND WETLANDS (REFER TO AREA SHOWN ON PLANS). • CONCRETE TRUCKS SHALL BE INFORMED OF THE DESIGNATED WASHOUT AREA TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE \ PROPER FACILITIES. C / m \ 62 • CONCRETE WASHOUT MATERIALS MUST BE CONTAINED WHERE WASTE CONCRETE CAN SOLIDIFY IN PLACE AND EXCESS WATER CAN SAFELY tFn / \ / x322 \ �,',.� 2 �' I \ \ I I \ x3t5' EVAPORATE. / / / • TEMPORARY WASHOUT AREAS SHOULD HAVE A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH TO CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS FROM WASHOUT. • WEEKLY INSPECTIONS OF THE WASHOUT AREA SHALL BE CONDUCTED TO ASSESS THE HOLDING CAPACITY AND FUNCTIONALITY OF THE AREA. wL \ a2 44 // I \ I \ \ I \ \ \ \ \ `\ COVER OR WATER TEMPORARY SOIL STOCKPILES AND SITE TO PREVENT WIND EROSION AS NEEDED. \ `— x �' / , 1 / I I I I / \ \ \ \\\� �° I \41 SITE CONTRACTOR SHALL PROVIDE WATER AND/OR CALCIUM CHLORIDE FOR DUST CONTROL DURING CONSTRUCTION. / \ \ �I t \' / I I I I \, I , y� �? ,` \\ \`, \\ \ 13 1 CONSTRUCTION SEDIMENT TRAPS (ROUGH GRADED DEPRESSIONS) SHALL BE INSTALLMER E ERE PRACTICAL DURING CONSTRUCTION IN AREAS THAT WILL NOT BE IN THE AREAS OF q Iworlra4 0 ` `' \%% % \ \\: `\ \ `\ \ \ \ \ \ t ' ►� MACHINE TRAFFIC. THESE SHALL ALSO BE USED AT THE ENDS OF LONG SWALES PRIOR TO ANY WATER RUNNING OFF —SITE. m _ s s —4 �—� s m \\ / 1 n (, �,,al \ `\\ \ \` \\LOGAVI A ' 1 \\ I \ I T ttt"'"1y1 E SHEy -sr� I I \ RE \ A C4. I I START // \ \\ WL \ \ \ \ ci / \ 1 I \ \ \\\ \`\ \\\ \ \\\ \ \\ I L 61 \ \ WL I �� \ �\ I '3 \\ \ \ t ` 16 x3�6 \\ \ \\l \\\ I ,\ j " WA L/N\ _ �30 � I 1 \ `�� IX ,— _ .fix x� �o .s ,. % �I I I1I1I 1 1 0 \ �M / ��,{ \ —' — — I / � 63 _ / // WL �L 1 � o \ \ � 3s WLedw#1 go , \ / Bogl ll�rtl3 i t .6 �� ` / �iVl'/6s / �O , \ \ 1 t I � ❑ 317 ' Im: 31G00 Im: 31GOD �. 1 •o ti' • � / — �- -- J � � \ o 0 0_0 0 0 \Lu- o 3,s I 1 \ \\ FP , w = FP " TOP / / / \ \ --- - i wL 6q l / / \ / \ \ \ \ \ - - --- , — -- - -- / LIGI 319.4 3376 W/ It \ I I 5N F AENA 1 f \ N/ L \ - -- — - . — - -- — T-- I \ wl 1 6 I I I v v vv I 322 1ZENKREIN AREA OF POND I \ I ( I A VERA GE WA TER II 1 \ LEVEL=514.8' \\ \ \ \ \ 316 51 1 \ \ \\\\ \ \ \ \ 162-- 0 \ \ \ l \ o r U. 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ILLUSTRATION AUGUST 10, 2016 I I —SF SF— SCD STATE PROJECT NO. 132-0089 N Phase 2 of 5 O O V1 O � i ` O Jli�j w r � V n II�wA Iwo V1 O O 00 EX- -306•-l` �1 T. F EX Ggo5. 3(W) T•F', INS' 300•9 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL SEDIMENTATION & EROSION CONTROL PLAN DATE 11 /2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. CKnC W ;x REVISIONS CONFORMED SET o II \\ \ \ \ `\ �\ ` \\\ �`\ \ \ \ ��s \ / MARCH 22, 2019 � �� � �'✓ I \ I I I ��- � it \ �315.62 I \ \ I CF)I _ 11 \ EXTERIOR ROOF I I \ \ / \ I \ I \ I ' II \ LEADER LOCATION / / \ `� \ \ (TYP.) I \ \ k \\ \\It \ \> \ \ \ ) \ 01 >/ Ep Roof Leader#4 s i pS a II \ / Inv. 314.75 \\ / \ \\ \\ \ \\ \ \ \ \ ) I STATE PROJECT NO. 132-0089 N Phase 2 of 5 4 I I I S \\ \\ I \ \ I `n � � � � \\ \\ \ \\ \\ \ \\ A W 318 �0� � i\ I I I \ \E F A MALINE SHEET t4.2 I I E. MAT�HLINE SHEET C4I y ` \ PP i \ \ \ \ / \ p,: _ ` \ \ \ \ \ \ \ \` \ \ `\ `\ � PROPO E TEMPORA�Y \ SEDIMENT TAP WATER BA \ \ AND RIS R CUTLET PIPE �\ \4 • \ \ \ SPROP E� STONE ( ONE CHECK A TYP. \ ) (Av T=303.5) \ \ \ \ \ 1 \ E FP \ \ \ \ 316 • 6 . I i 30 ��, ��, y� $ \ , , a \ \ > \3�XE6 ,� ws \ �\ —� x — wsws2V \ \ ^^ I i I �I�II \ J ---------------- ) I \ ) I I \ \ I W �oqf L4aAr #3 \ II 316 I 15. Roof Leader #I Roof Leader \ \ \ I F I Inv.-316.00 Inv.-316.00 o \ I 419 I -- - -...... � IcOro 0— 0 0 -A- 319'o O W � 318 I \ O l \ CATCH BASIN (ET 3 / \ \ \ \ G' ` - - - '� PROTECT! (TYP \ I I — -- OOmd / 319 i :7. �..� !. _f�_./ I/ ,r '_ .... ..p'', r _ r __r. i1 \ \ 3x V\ \ \ I \ \ w w �w w w w \\ w w w 7 �_w \ I. G o \ \ \ \ FP / FP FP I I —I FP\ FP FP \\ (=1 \ I �' \ \ /\ G \ \ G`-- —_ ' T —�W�I `. E T E E T E T E E -�- El �� T E E T IE '� E _._.-._..-_ ----� -- T 6 T . E E\ E \\ \ \\ Vl I I 3 ) \ _ _ \ ' T T E E T \ _ — \ \ ( C)cW3 O \ \ \ ��I rL1 .. '\ fr. �. E E \ E T \ \ \ \ \ \ / L0�iP0 ray, 10 4 \� ) 1 G' j a I 33� SN moo- I I i -/g N�F ARENA — 4 -\ \ 4 I, TRY &REIN 3220 \ \ \ _ / \ \ \ ° \ \ \' \ \ n7 PROPOSED TEMPORARY ry \ I� / \ / L ao N o i \ SEDIMENT TRAP WITH \ \ t / / RIPRAP SPILLWAY OUTLET DOUBLE ROW OF SILT FENCE LINED \ \ \ ) 9 2 \ \\ \ �� J \ `, �' I E .fl c I -FILLED WITH WOOD CHIPS \ U o^p H AND BACKED WITH HAYBALES \ ° �; \ \ \ \ • • - - - / E- C O N ------------- / 0 W •_ N W J E 19. 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GRAPHIC SCALE 20 10 0 20 SCALE IN FEET C4.1 N / N\F V09SOR 2 SOU TTO GE 32 WN � 0F1 236 PA ., V U'- • / X� I I \ o WG / / I( t i 0 I REVISIONS ' 1 \ / / I BASE SURVEY PREPARED B I 1 it \ I CONFORMED SET DESIGN PROFESSIONALS, INC. 1 I \ 1 I MARCH 22, 2019 AUGUST 10, 2016 8�� Sanitary Manhole \ \ I I \ =310.79 \ \ \ \ Inv =306.7 Cur W0 \ 1 INSTALL ADDITIONAL SILT FENCE \ \ \ Inv (N)= conc. \ I ONCE GRADING IS COMPLETE (TYP.� ; SIP OO e / \ NSF \ SF�/PROPOSED TEMPO { i� SF / 3 �0 SEDIMENT TRAP, WATER BAR 1 \ _ _ AAII� I DCCD ni III CT ❑IDC \ \ \ �� / �-Jc ^• / \ F11VU f�JLIVV ILLI rlrL (INV. OUT=298.5) I ^ I I / CZ ---Own\ \ \ 301 30 \ Brick Wo/k \ 1 -n Lawn 0i\°� \ \ 298 ' v (J� ��_ I s j I A T E PKUJtL; T NU. \ 1 � M�ioh Nose / \ ---- \ NoExis House / ` tin9 `� W I I 132-0089 N Gas Exis I I I I Phase 2 of 5 / i I Me{e I � � I II EX. 3 ❑ A�C \ 1 Eieotric \ \ \ \ \ SF \ \ I Q�� � • � • � C 1 Meter PRqP�OS HAY BALES TO \ O ALL ADDITIONAL S T F \ \ \DRIVE`RLA D ACROSS ACCES \ \ / ^ \ L� WAY F R CONSTRUCTION C l J F bRADING IS COMP P.) \ \uec d-MA1�11 r n Gno T1.uc nev -S I EXINV U. LOD — 8n W ; ZZ S\S NNII l w S �SFO TP-1 317Sp INSTALL L SILT FENCE ONCE GRADING IOISACOMPLETE (TYP �a 0) 16.9 00 304 cD I 1 \ RoeOSEEA STOh \ if TEMPORARY STOCKPILE — I EXTERIOR ROOF v A I A I II v) I \ LEADER LOCATION \ macv00,c�j I A I — I 1 \ (TYP.) \\ \I v I I I v I Il V I 1 �/' \ \H BASIN PRO CTION 5 20 Sv \ \ �\ JIL`\ � � \\ `\ \ �, 1, �4LL ADDITIONAL S T F \ \ \ 3 \\\ \ `\ `\ `\ \ `\ \ \\ `r dtv E �R DING IS COP } II 1�Q„ — — — — — — J I a \`\\ \\\ \\\ \ \� \� \ SF \ \ \ SF \ F Ir ........... r7 oo U 00 00 00 °o v LL \ I \ \ n \ \� \ \ WWu' W v \ \ t \ I 1 I _ \\ \ \ �u cn - \ � / ` �/ � 322• \ , - J , , Iny�/ \ I \ \ I \ I I ��=— "' II \ 315' I 1 'a I \ ,\ \ \\ \ \ `\ \ \ \ \, �\ .� W 00 ° \ EXTERIOR ROOF h — II / \ \ov VVL DO R W OF SILT FENCE LLED WITH WOO CHIPS o �L A B4CKED WITH YBALES �� �cn \ V \ \ o '\ �` � \\ \\ \J/ �\ o v \ \ \ \ I D \ I I r � � O \\J WI, ° \ \ \ \ VVL --_ \ 0\Li \ \ \� \ D \ IV 1 \\ \ 2 LEADER LOCATION I — `` \ `\ _� `\ \ `\ \ \ \ \ ` \ A F� Ilk 71-\ 11 I Roof Leader#4 W I I I \ r"\t \\ \ Inv.=314.75 s s 5 s s s rs S e 1 \ / 18 • — Lp (0 Of Iml 3181-0 MATCHLINE MATCHLINE SHEET C4.2 MATCHLINE SHEET C4.1 — \ \ `\ \ \�\\ `. `\ PILON NELSON ARCHITECT: a \ \ \ \ \ \\ 30 JORDAN LANE I �` `\ \ `\ `\ \\ \ \\ WETH RSFI LD,6 3 C . 06109 i I , / \ TITLE mile \ \ \ \ \\ \\ SEDIMENTATION b I \ \ \ EROSION CONTRO: 1 1 i `\ PROP SEb STONE CHECK A�\ (TYP.) \\ \ ENLARGEMENT NORTH / 36 h6 I � FP I \\ \ \ 16- 75 �77 NSx —� ri5x — wi \\— -- WS \j \ / \\ I \ - \ DATE 11/2/2018 COPYRIGHT Moser Pilon Nelson Archite • I / r #3 / / �v!=314.75/ , v 316 I \\ / I , DWG. NO. I I Roof Leader # I Roof Leader #� (` Inv. 316.00 Inv.=316.00 I — 1 ) ` i — — — s 20 ORAPHIC0 SCALE 20 o -f \ — 317 I 18 ` \ \ \ a �\ 319 '- \ \ o SCALE IN FEET C4*2 319 - ---- - 318 I ° °� \ \ C� 1 " 111 - n, A\1 V V \1 111 , IN I , x Z - - - - - - - -1: 12 CONCRETE _ = RAMP (MAX. CROSS o, Z U J = SLOPE 2%) S I IFF BRISTLE BROOM z N FINISH PERP. TO RAMP RUN [D �q2 00000000 00 0° 000000o0 000 0000 00 ° °0°0°0°0 °°°°°° ° ° °°°° ° O°00000° 00 O°0 0°O° O TYP. CONTROL JOINT - MAX. DFPTH 1.25" (FI_ll I DFPTH EXPANSION JOINT MAX. 20' O.C.) 4,000 PSI CLASS F CONCRETE SLAB, INCLUDING AIR ENTRAINMENT, EXP. JOINTS & DOWELS PER THE TOWN OF SOUTH WINDSOR STANDARDS. STIFF BROOM FINISH PERPENDICULAR TO THE DIRECTION OF THE RAMP OR WALK. 6 x 6 - 2.1 2.1 WELDED WIRE MESH FABRIC INTEGRALLY CAST HAUNCH (LEADING EDGE ONLY) #4 NOSING BAR ALL 4 SIDES Pitch @ 1 /4"/FT. _ �1 /4"R TYP. °., a a C"I • X _ X XX X d a 4 ° a a ° \X n a I �-TAPFR C_U_R_R-� 1 , �-TAPER CURB--/ _ ��°O �Ol l��°�1 l� 4 y8" I 4" HEIGHT HEIGHT (0" TO FULL 6" (0" TO FULL 4 G X REVEAL) 6" REVEAL) -III- r0171• a I • STD. CONE. CURB .10 FLUSH CONCRETE CURB I I IIIIIII-III BIT. CONC. DRIVE AISLE DETECTABLE - �° U° WARNING SURFACE \ COLOR RED BY ADA 1 ° \�° \ SOLUTIONS OR ALERT CAST BY COMPACTED PROCESSED ALERTTILE AGGREGATE BASE �1 r^r1A 1/^D CTC r`1 ID Q D A MD TVD V Q2)i�6AI'41" .RI- II C '-VIUD FXr%1"I1 - I i U.- ACCESSIBLE PARKING AISLE OR COMPACTED SUBGRADE- CROSSWALK FLUSH CONCRETE CURB HD.CONC. PAD W/ HAUNCH DETECTABLE WARNING SURFACE COLOR RED BY 9 SCALE: 1 2 =1 -0 \ADA SOLUTIONS OR ALERT CAST BY ALERTTILE TAPER I.VRD 0"TO 6" REVEAL 1:12 CONCRETE RAMP (MAX. CROSS SLOPE 2%) STIFF BRISTLE BROOM FINISH PERP. TO RAMP RUN r-STD: CON(', (URB O°O°OOti� 0°O° °0 °O 000°000� °°°°°� 000 0°° 0°° 1:12 0000000 ;000000` 0000000 0000000 WIDTH PER PLANS - MAX M� °0°00-"> O ° ° O °0°0°0° ° ° ° 0 0000000, 0000000� °0°0°0° 0000000 0 0 0 0 °0°0°0 > 0 000000 ° 51 6 I- 51 2' 4' 5LAN ►u11N ADNnwr MIN_ WANG MIN. LANDING Pr ,Tn, , e 'A'/\ r,w MIT/�1 1 11 A v @ 2% PITCH MAX @ 2% rl C11 MHO ua rl It,n Mr,A CONCRETE CURB RAMP - TYPE A 4 SCALE: 1 4 =1 -0 5'-0" MIN. LANDING 4' 2' 2% PITCH MAX FLUSH CONCRETE CURB °°0°0°0 0000°0° °°° DETECTABLE WARNING 0°0 SURFACE COLOR RED BY 3000,005 °0°° °° ° O ° ADA SOLUTIONS OR ALERT °°°°°°" 00000 a, CAST BY ALERTTILE 000°000 1:12 CONCRETE RAMP 000000 , Nk °°°°°° ; (MAX. CROSS SLOPE 2%) STIFF BRISTLE BROOM FINISH PERP. TO RAMP RUN DRIVE AISLE TAPERED CURB TO STD. CURB HEIGHT OVER 2 FEET WHERE NO FLARES ARE PROVIDED. 5 cUNCRET1 CURB KAMP I YPE B 1.6"-2.4" .03" MIN. cV ° ° ° O o ° 0 0 O°O°O°O°O°O°O°O°O°O 0°°°0000000°0°°°00000 _Z °o°o°o°o°o°o°o°o°o°o 000000000000000000000 50% - 60% OF BASE DIAMETER 00000000°°°o°O°0°o°0° 000000000 00000000000 N Q-° 0.2" 00000°0°00`-"0000000000 DOME 0.9" - 1.4" 1" MIN. EDGE OF WARNING FIELD DOME SECTION DOME SPACING NOTES: 1. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING UNIT (THE DOMES AND THE ENTIRE 24" LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. 2. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. 3. THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE GRADE BREAK BETWEEN THE RAMP LANDING OR CURB RAMP AND THE STREET. 4. WHERE DOMES ARE ARRAYED RADIALLY THEY MAY DIFFER IN DOME DIAMETER AND CENTER -TO- CENTER SPACING WITHIN THE RANGES SPECIFIED ON THIS SHEET. 5. THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS OR MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. 6. DETECTABLE WARNING SHALL BE LOCATED SO THAT THE EDGE OR CORNER OF THE WARNING FIELD NEAREST TO THE ROADWAY IS 5" TO 9" FROM THE FRONT OF THE CURB OR THE ROADWAY EDGE (12" WHERE TRAVERSABLE CURB IS USED). INSTALL THE DETECTABLE WARNING FIELD BEHIND THE FLUSH CURB. 7. THE EDGE OF THE DETECTABLE WARNING FIELD NEAREST TO A RAILROAD CROSSING SHALL BE 6'-0" MINIMUM AND 15-0" MAXIMUM FROM THE CENTERLINE OF THE NEAREST RAIL. DETECTABLE WARNING TILE SPECS 24" WIDE "ARMOR TILE" TACTILE WARNING (2.35" DOME SPACING) CAST INTO CONC. PAD PER MANUFACTURER'S INSTRUCTIONS (COLOR: -) NOTE: UNIT SIZE FOR RECTANGULAR APPLICATIONS IS 24"x24" AND FOR RADIAL APPLICATIONS IS 18"x24" DETECTABLE WARNING STRIP 6 SCALE: 1 2 =1 -0 0 3 is v � E � a� E to� r%5 z 0, dN• U x� N M O L N-�=,; a T Z O a M J c FAR FIN. GRADE VARIES (SEE PLANS) #4 BARS (CONTINUOUS) 1 /4" RAD. 6„ 1„ FINISHED GRADE 1" 1" RAD. BELOW TOP OF CURB IN\ / 4,000 PSI CONCRETE Al I I ANDSCAPFD ARFAS I o\7 1 co \IF O 1 1/2" TOP COURSE BINDER COURSE (THICKNESS - VARIES BASED ON DEPTH OF EXIS IING PAVEMEIJ I ) REMOVE EXISTING PAVEMENT TO SUBBASE ELEVATION SAWCUT EXISTING PAVEMENT 18" BEYOND PAVEMENT LIMITS SHOWN ON PLAN(S) 1 EXISTING SUBBASE CONC. PAVEMENT (NEW 5 CONCRETE WALK BIT. CONC. WEARING COURSE SCALE: 1-1 2 =1 -0 000 PSI CLASS F CONCRETE SLAB, INCLUDING R ENTRAINMENT, EXP. JOINTS & DOWELS PER iE TOWN OF SOUTH WINDSOR STANDARDS. TIFF BROOM FINISH PERPENDICULAR TO THE RECTION OF THE RAMP OR WALK. (P. CONTROL JOINT - MAX. DEPTH 1.25" WITH /4" RAD. EACH EDGE. HOLD JOINT SEALANT TO " DEPTH FROM FINISH SURFACE OF PAVEMENT. ull Depth Expansion Joints @ max. 20' o.c.) 6 x 6 - 8/8 WELDED WIRE MESH FABRIC COMPACTED SAND & GRAVEL SUBBASE. (NOTE: PROVIDE SUBBASE TO 24" BELOW ALL CONCRETE APRONS OR PADS ADJACENT TO BUILDING.) 4,000 PSI CLASS F CONCRETE SLAB, INCLUDING BIT. CONC. BINDER COURSE AIR ENTRAINMENT, EXP. JOINTS & DOWELS PER THE TOWN OF SOUTH WINDSOR STANDARDS. TYP. CONTROL JOINT - STIFF BROOM FINISH PERPENDICULAR TO THE n A vcucAlT o A cc 1"nl IDCC F-1A A V nCDTU 1 'Tr," (CI 11 I DIRECTION OF THE RAMP OR WALK. .11 rI1VCIVICIV 1 Dh1JC 1,VVR0C VCI 111 I.G./ `I v�.L 6 DEPTH EXPANSION .. INTEGRALLY CAST CURB JOINTS MAX 20, O.C.) = O a o\ _ PROCESSED AGGREGATE BASE 0 0 0 0 - COMPACTED SUBGRADE 6" 7" 6" RCAST -IN -PLACE CONCRETE CURB �I 0 SCALE: 1-1 2 =1 -0 v v v v v v NOTE: 6" WIDE CURB TYP. WITHOUT FENCE LINE, 8" CURB CORE DRILL CONC. CURB TO SET TYP. WITH FENCE LINE. (SEE > POSTS & FILL WITH EPDXY GROUT I I PLANS) I I > FINISHED GRADE OF LANDSCAPE I 2" DIA. TYP. C.L. FENCE LINE OR LAWN 1" BELOW TOP OF CURB I I POST (8" CURB ONLY) � (FLUSH WHEN ADJACENT TO CONC. OR BIT. CONC. WALK) I I 3" DIA. TYP. C.L. FENCE END & I I 1 /4" RAD. CORNER POST (8" CURB ONLY) I I 77 /\ A nnn D c I rnnl rR D TF' CI P CI I R P ' + + •---- ENGINEERED WOOD FIBER PLAY + + SURFACE (IN PHASE 3 r + + + + + + CONSTRUCTION) O�`�-�--�-- �- SOIL SEPARATOR FABRIC T- (IN PHASE 3 CONSTRUCTION) o _ + + rt _ FUTURE _PHASE _3__ PHASE 2 CONSTRUCTION II - - \\ PROVIDE PREPARED SUBGRADE FOR WOOD FIBER SURFACING o d O _ PROCESSED AGGREGATE BASE \\ \\o \\ - - - - _ COMPACTED SUBGRADE i I I 6" OR 8" 6" PER PLAN 6" WOOD F11 SCALE: 1-1 2 = 'I '1 D SURFACE W/ C REFER TO PLAN FOR CROSSWALK WIDTH TYP. CROSSWALK STRIPING 12 SCALE: JULIU YYmI It rAIIV I REFER TO PLAN FOR CROSSWALK LENGTH E N ' a d 6 a° 4 • �n X X I -------------------- 4 r a X , �Z �j a FLUSH GRADE ADJACENT BIT. CONC. DRIVEWAY 6 x 6 - 1.2/1.2 WELDED WIRE MESH FABRIC COMPACTED SAND & GRAVEL SUBBASE -III IIIIIIIIIIIIIIIIII-COMPACTED SUBGRADE CONC. SIDEWALK WITH INTEGRAL CURB SCALE: 1 2 =1 -0 im 8--7 7L 1'- 7" 3'42" ♦ T AII I I ,._6" 1 I + I I A I 11 I I I I-- L----- ____L J --I---- I I I I I I I I I I I + � h IL NOTES: 1. CONCRETE COMPRESS'.VE STRENGTH B- - J - 4000 PSI ® 2? DAYS. 2. MEET ALL PROVIS CNS OF NORT-EAST UTILIT175 SERVICE COMPANY. 3. A-PROXIMAIL :YcGHfS: COVER- 2.250 LBS. BOX - 2.700 LBS. 6'-4' 14 1,5-10, 4•_4" 1,V-0, 4._2" 3" - - -- - "I I I I I ._6. Il 1'-2" 2 0 1 0 4 2. 61" VIEW [3-13 NSFORMER PAD FINISH GRADE (TOPSOIL OR BIT. CONC. WALKWAY -BIKE TRAIL) EXTRUDED CONC. CURBING (4,000 PSI FIBER REINFORCED) INSTALL CONTROL JOINTS AT MAX. 10' O.C. & EXPANSION 7" JOINTS AT MAX. 30' O.C. 3/4"R /\ /\ X,\.. IIII- 3 /4 o 0 \ \ VIEW A -A CONE TRA CONCRETE ADHESIVE - POROUS ASPHALT SURFACE - \; EXTEND BEYOND BACK OF L CURBLINE 3" MIN. �- OPEN GRADED STONE CHOKER COURSE %4"-1" OPEN GRADED STONE NO FINES 1Y"-3" OPEN GRADED STONE NO FINES FINISH GRADE (TOPSOIL OR BIT. CONC. WALKWAY -BIKE TRAIL) EXTRUDED CONC. CURBING (4,000 PSI FIBER REINFORCED) INSTALL CONTROL JOINTS AT MAX. 10' O.C. & EXPANSION JOINTS AT MAX. 30' O.C. 3/4"R • ��� ft Q Aft BIT. CONC. WEARING COURSE BIT. CONC. BINDER COURSE - EXTEND BEYOND BACK OF CURBLINE 3" MIN. CONCRETE ADHESIVE/TACK COAT L N N L TACK COAT BIT. CONC. WEARING COURSE (CLASS 2) BIT. CONC. BINDER COURSE (CLASS 1) PROCESSED AGGREGATED BASE (COMPACTED TO 95% OR ASTM D1557 MAX DRY DENSITY) COMPACTED CT DOT GRAVEL SUBBASE III I I I I - _III_ I NATIVE SOIL SUBGRADE. PROOF ROLL_ AND =III I I II I II I I I I I- REMOVE SOFT OR YIELDING AREAS AND --' ' ''' I' REPLACE WITH COMPACTED CONTROLLED FILL OR 3/8" CRUSHED STONE. BIT. CONC. P SCALE: 1-1 2: = 0 TACK COAT BIT. CONC. WEARING COURSE (CLASS 2) _ BIT. CONC. BINDER COURSE o \-<\\\o (CLASS 1) �o�� 0 0 0 o PROCESSED AGGREGATED BASE \\ (COMPACTED TO 95% OR ASTM D1557 MAX DRY DENSITY) COMPACTED CT DOT GRAVEL SUBBASE �\\oo 000 000 � NATIVE SOIL SUBGRADE. PROOF ROLL AND I= - 11- REMOVE SOFT OR YIELDING AREAS AND -- lilIii=- REPLACE WITH COMPACTED CONTROLLED FILL OR 3/8" CRUSHED STONE. A BIT: CONC_ PAVEMENT STD. U POROUS ASPHALT SURFACE, INSTALL IN SINGLE LIFT. ROLL, BUT DO NOT VIBRATE TO AVOID OVER COMPACTION. �, - - 1/4 3/8 OPEN GRADED STONE (AASHTO #8 OR #9) CHOKER COURSE 3/4" - 1" OPEN GRADED 17 STONE. NO FINES (AASHTO #57) 1j" - 3" OPEN GRADED STONE, NO FINES (AASHTO #1). ROLL BUT DO NOT VIBRATE TO AVOID OVERCOMPACTION. ° 6" PERF. SDR35 OVERFLOW °C DRAIN PIPE (HOLES DOWN WHERE SHOWN ON PLAN WRAP WITH FABRIC) CGnTC VTII P C17DARATnR PARRI(` cl�(WRAP UPTOPAVEMENTI IIIi I I SUBGRADE AT EDGES) L, I ESUBGRADE SOIL. DO NOT PROOF ROLL. 3 BIT. CONC. PAVEMENT PERMEABLE SCALE: 1-1 2 =1 -0 POROUS PAVEMENT CONSTRUCTION GUIDELINES 1. PAVEMENT SPEC PER NAPA SERIES 131 OR CT DOT APPROVED EQUAL AGGREGATE MIX: 3/4" (19 MM) 100 % 1/2 " ( 12.5 mm) 85-100 3/8 " (9.5 MM) 55-75% #4 ( 4.75 MM) 10-25 % # 8 ( 2.36 MM) 5-107. # 200 (0.075 MM) 2-47. AIR VOIDS BY ASTM D3203 MIN 16% ASPHALT CONTENT 5.7 T Y WEIGHT OF TOTAL MIX. 5. 0 6% B D A D N A R IN OWN OF 0.3 %MAXIMUM IN ACCORDANCE NTH S TM D6390-05. USE NEAT ASPHALT BINDER MODIFIED WITH ELASTOMETRIC POLYMER TO PRODUCE BINDER MEETING THE REQUIRMENTS OF PG-76-22. THE ELASTIC POLYMER SHALL BE STYREME-BUTADIENE-STYRENE (SBS), OR APPROVED EQUAL, APPLIED AT A RATE OF 3% BY TOTAL WEIGHT OG THE BINDER. THE COMPOSITION MATERIAL SHALL BE THOROUGHLY BLENDED AT THE ASPHALT REFINERY OR TERMINAL PRIOR TO BEING LOADED INTO THE TRANSPORT VEHICLE. THE POLYMER MODIFIED BINDER SHALL BE HEAT AND STARAGE STABLE. ADD HYDRATED LIME AT A DOSAGE RATE OF 1.0% BY WEIGHT OF THE TOTAL DRY AGGREGATE TO MIXES CONTAINING GRANITE. HYDRATED LIME SHALL MEET THE REQUIREMENTS OF ASTM C 977. THE ADDITIVE MUST BE ABLE TO PREVENT THE SEPARATION OF THE ASPHALT BINDER FROM THE AGGREGATE AND ACHIEVE A REQUIRED TENSILE STRENGTH RATIO (TSR) OF AT LEAST 80% OF THE ASPHALT MIX. 2. THE SUBGRADE CANNOT BE OVERLY COMPACTED WITH 'THE INCLUSION OF FINE PARTICULATES. 3. WEATHER CONDITIONS AT THE TIME OF INSTALLATION CAN AFFECT THE FINAL PRODUCT. EXTREMELY HIGH OR LOW TEMPERATURES SHOULD BE AVOIDED DURING CONSTRUCTION OF PERVIOUS ASPHALT AND CONCRETE PAVEMENTS. TEMPERATURE AT THE TIME OF POROUS PAVEMENT INSTALLTION MUST BE GREATER THAN 50 DEGREES AND LESS THAN 90 DEGREES. 4. AREAS FOR POROUS PAVEMENT SYSTEMS SHALL BE CLEARLY MARKED BEFORE ANY SITE WORK BEGINS TO AVOID SOIL DISTURBANCE AND COMPACTION DURING CONSTRUCTION. 5. IF AREAS CANNOT BE AVOIDED DURING THE CONSTRUCTION OF THE SURROUNDING AREAS OR THE EXCAVATION FOR THE INSTALLATION OF THE STONE RECHARGE BED, THE CONTRACTOR SHOULD DE -COMPACT THE EXISTING SUBBASE. 6. UPSTREAM CONSTRUCTION SHALL BE COMPLETED AND :STABILIZED BEFORE CONTRIBUTING RUNOFF To POROUS PAVEMENT SYSTEM. A DENSE AND VIGOROUS VEGETATIVE COVER SHALL BE ESTABLISHED OVER ANY CONTRIBUTING PERVIOUS DRAINAGE AREAS BEFORE RUNOFF CAN BE ACCEPTED INTO THE FACILITY. 7. SUBSURFACE AREA SHOULD BE EXCAVATED TO PROPOSED DEPTH. EXISTING SUBGRADE SHALL NOT BE COMPACTED OR SUBJECT TO EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR TO PLACEMENT OF GEOTEXTILE AND STONE BED. WHERE EROSION OF SUBGRADE HAS CAUSED ACCUMULATION OF FINE MATERIALS AND/OR SURFACE PONDING, THIS MATERIAL SHALL BE REMOVED WITH LIGHT EQUIPMENT AND THE UNDERLYING SOILS SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES WITH A YORK RAKE OR EQUIVALENT AND LIGHT TRACTOR. 8. PLACE GEOTEXTILE AND RECHARGE BED AGGREGATE IMMEDIATELY AFTER APPROVAL OF SUBGRADE PREPARATION TO PREVENT ACCUMULATION OF DEBRIS OR SEDIMENT. PREVENT RUNOFF AND SEDIMENT FROM ENTERING THE STORAGE BED DURING THE PLACEMENT OF THE GEOTEXTILE AND AGGREGATE BED. 9. PLACE GEOTEXTILE IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ADJACENT STRIPS OF FILTER FABRIC SHALL OVERLAP A MINIMUM OF 16 INCHES. FABRIC SHALL BE SECURED AT LEAST 4 FEET OUTSIDE OF BED. 10. THIS EDGE STRIP SHOULD REMAIN IN PLACE UNTIL ALL BARE SOILS CONTIGUOUS TO BEDS ARE STABILIZED AND VEGETATED. 11. AS THE SITE IS FULLY STABILIZED, EXCESS GEOTEXTILE CAN BE CUT BACK TO THE EDGE OF THE BED. 12. INSTALL AGGREGATE COURSE IN LIFTS OF 6-8 INCHES. KEEP EQUIPMENT MOVEMENT OVER STORAGE BED SUBGRADES TO A MINIMUM. INSTALL AGGREGATE TO GRADES INDICATED ON THE DRAWINGS. 13. MAINTENANCE: A) SURFACE INFILTRATION RATES SHALL BE INSPECTED ANNUALLY DURING RAIN EVENTS FOR ANY CHANGES IN INFILTRATION. B) TO MINIMIZE CLOGGING OF THE PAVEMENT, THE PAVEMENT SHOULD BE VACUUMED TWO TO FOUR TIMES A YEAR TO REMOVE ANY SOLIDS OF DEBRIS OR POWER WASHED AS NECESSARY. C) DEICING CHEMICALS MAY BE USED DURING WINTER TO AID IN SNOW MELT. SAND SHOULD BE SPARINGLY USED. D) PERVIOUS PAVEMENT SHOULD NEVER BE SEALCAOTED OR CRACK SEALED. REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0089 N Phase 2 of 5 Q rT� O w wA ® H V1 O M�■■I w .o U � N i- U I\ N U coN J-- L a+ E: > t3 m ' H C c o 2� �O N cc V 10 U OD Cd cc ; J - y S N C- c �� C r4l M w c U c w d � U JV *go -E C C O - E R J O O - V C w L C_ - a a .2 A L a a u G O NAI, c-, I40 T%�� o. 133 45; III111% MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE DETAILS DATE 11 /2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C 5.1 I—HOOVER FENCE S—SERIES (OR APPROVED QAIIIlirpEQUIVALENT) TUBULAR ALUMINUM SINGLE LEAF DMIAR VMIL.4 I EAE \V A' V IU '.`Gill II\Ml IUt\D/iRRGR Vr1 I L. I LC('if \`Y Y /\ I U. l/VIV I I\/'1V I VI\ SHALL PROVIDE SHOP DRAWINGS 8'. 18' HOOVER FENCE INDUSTRIAL BOX HINGE 0 I o" min nAl v cTrrl uu.InE I O UIh WALV. J I GGL r1INUF- POST (CONC. FILLED; BLACK PVC SLEEVE) —III—III=III I —III —III —III I 16I— =1I —� � �—� I I—� I I •``� . ...� —� � �—III—I ' I —III —I III -1 I I-1 I III-1 I -1 I I-1 I I— I I I SINGLE LE q('.AI F• 3 R = 4,000 PSI CONCRETE A B C D E F G H I J K 24%24" 12"A 8" 12%18" 12"x24" 12"x24" 12%18" 12"A 8" 12"A 8" 12"A 8" 12%18" 12%18" NO NO ADDITIONAL CLOSED PARKING PARKING ` ` VISITOR EXIT RESERVED LOOWEMR�ED NO ENTRY FIRE ON FIR�DL�A�NE RESERVED RESERVED PARKING CARPOOL AND FUEL DURING STOP LANE DROP-OFF PARKING PARKING PARKING EFFICIENT SCHOOL BUSES aF PERMIT" maim n —� ONLY P�I�NG HOURS ONLY VIOLATORS ELL [lid BE FINEDMIN$150 ACCESSIBLE 6"x12" _1 / �Rm �IVJI 12"A 8" EXIT HOOVER FENCE STRONG ARM SINGLE GATE LATCH 2" DIA. GALV. STEEL LATCH POST (CONC. FILLED; BLACK PVC SLEEVE) _ III III III I III IIIIEEIII[Ed IiIII ..IIIIIIIIIIII - - - LIGHT POLE AND COVER BY MANUFACTURER. SET POLE PLUMB AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS )NCRETE TOP FINISH GRADE (LANDSCAPE OR PAVEMENT) =J 'EEL POST FILLED ANCHOR BOLTS ;RETE; WRAP (PROVIDED BY MANUFACTURER) fI SLEEVE, COLOR GRADE ° ENGINEER) G CONDUIT (PER ELEC. d < ° a d CAST IN PLACE CONCRETE BASE (CYLINDRICAL) ° (NOTE: AFTER CASTING, REMOVE 4 SONOTUBE TO 4" BELOW FINISH GRADE G OF LANDCAPE AREA FINISH GRADE. ° MIN. 18" DIA. ° CONCRETE BASE 6 - #5 BAR (SEE PLAN BELOW) C�91C�2E FILLED STEEL BOLLARD 9 SC0 3 LO a N Z a N / t\ 7 fn C O U N U 3 L: v � E Q.N E U � rj z rn U x N M QQ L N n- 0 > z m J a- c d 4 ° d ° d ° ° d a I 1 MATCH BASE COVER DIAMETER PLAN VIEW 6X6 10/10 WWF CAGE 6 - #5 BAR (SEE PLAN BELOW) Q � \ ANCHOR BOLT PATTERN & SPACING PER MANUFACTURER'S SPECIFICATIONS �- - CAST IN PLACE CONCRETE BASE I CONC_LIGHT POLE BASE SCALE: 1 L 24%24" DO NOT \ EVTER / / �5'1 / /1 \ / 1� \ / /'1 \ / 1"1 \ / r1 \ / T \ / 1 1 \ / \ / \ / T \ /111 �vr UN UU UF UK �U V)� X 18"x24" 18"x24" 18"x24" 18"x24" 12"A 8" 12%18" 12"A 8" 12"A 8" 12%18" 12"A 8" 12%18" ONE WAY L " CHAMFER AT TOP OF CAST BASE. —r- O 0 d- ONE WAY LEFT TURN ONLY STUDENT 1% DROP-OFF NO ACCESS TO SCHOOL VISITOR VISITOR NO WE NEED YOU TO 1* PARKING PARKING GROUNDS RIGHT ACCESSIBLE PASSENGER VISITOR PARKING DURING SCHOOL LOADING ZONE HOURS t� TURN BUCKLE UP SOU1FWINDSOR « RVICE� 6 TRAFFIC CONTROL SIGNAGE SCALE: 3 4 = 1 —0 8' O.C. MAX. FINISH GRADE H.D. CONCRETE SLAB (NOTE — SLAB SLOPES BACK TO j FRONT OF ENCLOSURE) BOTTOM OF RAIL/FENCE PANEL FENCE PANELS SET HORIZONTALLY AND TOP & BOTTOM OF FENCE ELEVATIONS ARE CONSTANT POST CAP 1TP (V55NE) 1-1 /2" x 5-1/2"" TOP AND BOTTOM RAILS LARDS x 6" TONGUE AND GROOVE PANEL (PROVIDE WIND KIT TO INCREASE PANEL STRENGTH) INCLUDE DIAGONAL BRACE BOARDS ON GATE PANELS. 5" x 5" H.D. (.25" WALL) VINYL FENCE POSTS CAST INTO CONC. FOOTINGS; INCLUDE MATCHING V555NE POST CAP SPEED TABLE CROSSWALK SCALE: 1 2 =1 —0 ACCESSIBLE AUTOMOBILE SPACE ACCESSIBLE VAN SPACE 10' F 5 8' 8' 4--= 46 i CAST POST INTO CONCRETE BASE. I i �— Pi I iqw Tn nm FOUNDATION IT 0 BE I fa a a a o a I 1` 1 44 3- » ° C� �r 1 14 r \O �� 0� � v Uo � J `��o °10 n °cJWN HAUNCH AT FRONT EDGE — III—IIII —III—I — j �—— I I I I L.lr1 (10KI(`RCTD Den �� 1 I I f l I I flu VVlvvn�I� I nv 1 I I I DET. X/C5.X) 12'-2)/2"C14 I `< SIDE ELEVATIONS � (BACK ELEVATION SIMILAR) rn I I 1 L` .J L` J JIJLIV% bl.J/-\NL► SCALE: 3 4 = 1 —0 NOTES: 1. ALL PANEL AND POST COMPONENTS SHALL BE VIRGIN PVC COMPLIANT WITH ASTM F964-13 AND ASTM D4216. 2. ALL HARDWARE AND FASTENERS SHALL BE GALVANIZED STEEL AND FINISHED BLACK. 3. PROVIDE MATCHING GATES ON FRONT ELEVATION (2 GATES W/ 2 LEAVES EACH). TYP. ACCESSIBLE PARKING SPACE 2 SCALE: 1 4 =1 —0 21,» 4 FIX" 6'-955/a" 6'-95/R" 6'-9VR I 6'-4%" 6'-49/8" 6'-4%" 8y" Frr 5" x 5" H.D. �.25" WALLJ _ J / VINYL FENCE POSTS CAST INTO CONC. FOOTINGS; O I INCLUDE CAP MATCHING V555NE a ., A POST f I C 4'-6- 2'-9. ° ° STEEL PIPE BOLLARD — TYP. d OF 4. SEE DET. 9/C5.2 d MATCHING WELDED VINYL GATE PANELS (VWG-300) f TYP. OF 4 LEAVES PROVIDE `H D `~STRAP HINGES, CANE BOLT & KEEP _CANE .LATCH TO SECURE GATES TOGETHER, AND 1—VERTICALS CANE ° �-BOLT WITH KEEP FOR EACH LEAF. ;:PROVIDE.,HOLES CORED CAST ° I d z IN CONC. PAD TO SECURE BOTTOM OF GATE `'PANELS CLOSED, AND PVC FENCE PANEL SYSTEM: d d PROVIDE PIPE`�SLEEVES IN ASPHALT PAVEMENT APPROACH AREA TO "ILLUSIONS V300-6" FENCE ° �. SYSTEM (7/8" x 6" TONGUE AND GROOVE PANEL BOARDS; ° ° z NOTE: HINGE CONFIGURATION SHALL BE SUCH ,THAT GATES MAY BE A � 1-1/2" x 5-1/2" TOP & G d d aE)PENEB ' BOTTOM RAILS; °d^ ° 7PROVIDE 1» UC COHANNELI EDGING. ° °d ° ° a° ° d ° ° d G CONTROL JOIfT ° a HD. CONC. PAD WITH 4 ° d ° a d a HAUNCHED FRONT EDGE d ° ° d a ° 177�G 4,000 psi CUNC. FUUIING d BELOW SLAB (12" Dia. x 42" ° 1y2" d d 1y" ° „ Min. Depth below adjacent ° G d d ° Fin. Grade) d ° co< 4'-8" ° 4'-8" ° c 4'-8" it d 4'48* d ° 6y 10'-2y" ° ° 10'-�w a ° 8)/2. 4 d \ 4 ° d SOLID BOARD TRASH ENCLOSURE - PLAN (U`AI F• 1 9 = 1 —nl HAUNCHED FRONT EDGE a STOP' PAINTED WHITE SYMBOL ON BLUE BACKGROUND IN ACCORDANCE WITH FEDERAL STANDARDS 4" WHITE PAINTED LINES @ 18" O.C. PAINTED AT 45' ANGLE SECURE SIGNS TO EACH POST WITH 6' MOUNTING HEIGHT 2 TAMPER RESISTANT GALV. STEEL TYPICAL EXCEPT WHERE NUTS —BOLTS AND NYLON WASHERS. NOTED OTHERWISE. DO NOT OVER TORQUE & DEFORM SIGN PANEL! PARMA a PARKING PffWL pew J 1na.Atai WU eE�M11Ob NotAineawu eer rwt�u Em arc POWDER COATED STEEL U—CHANNEL SIGN POSTS (COLOR — BLACK) I1 11 _ II II II II II II z :2A A I"7 N II II II II II II II II I I I I II II u u TRAFFIC CONTROL SIGNAGE: TYP. INSTALLATION JJ SCALE: 3 4 = 1'— T BIT. CONC. WEARING COURSE\ N� PROCESSED AGGREGATE BASE co N 12' FIRELANE 4' REINFORCED TURF SHOULDER TURF I 10" OF ROOT ZONE d SOIL MEDIUM WITH STALOK FIBER ROTO—TILLED INTO TOP 4" O�� O� O o 0 0 o P 1"— 3" OPEN GRADES 1� STONE, NO FINES �0�� (AASHTA #1). ROLL BUT ODOO�00�0��0 O�j DO NOT VIBRATE 0 AVOID OVERCOMPACTION. In COMPACTED SAND & GRAVEL SUBBASE A FI RELAN E SCALE: 1-1 2 =1 —0 BIT. CONC. WEARING COURSE (CLASS 2) , / 7/4 6" PROCESSED AGGREGATED BASE �000�0 O O� (COMPACTED TO 95% OR ASTM D1557 MAX DRY DENSITY) COMPACTED COMPACTED SUBGRADE — PROOF ROLL SUBGRADE. REMOVE SOFT OR YIELDING AREAS AND REPLACE WITH COMPACTED STRUCTURAL FILL. BIT. CONC. BIKE & PEDESTRIAN PATH SCAB 2 =1 -0 SEE CROSSWALK STRIPING OF MARKINGS FACE OF CURB BEYOND 1:12 SLOPE TYP. BIT. CONC. PAVEMENT H.D. REVISIONS CONFORMED SET MARCH 22, 2019 S T A T E PROJECT NO. 132-0089 N Phase 2 of 5 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 IS60) 563-6164 TITLE SITE DETAILS DATE 11/2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C5*2 IN EARTH + + + + + + + + + JTI+ H + + + + + + +- ENGINEERED WOOD FIBER PLAY + + + + + + + + + + SURFACE (IN PHASE 3 r+.T+T+T ++++T+T+++++ CONSTRUCTION) + + + + + + + + + + H + + + + +y + + + SOIL SEPARATOR FABRIC + + 1 + (IN PHASE 3 CONSTRUCTION) L + + + + + + + + + FUTURE PHASE 3 N a� a a a a PHASE 2 CONSTRUCTION PROCESSED AGGREGATE BASE CRUSHED GRAVEL (WRAPPED - a a WITH FILTER FABRIC) PERF. PIPE UNDERDRAIN ° ° -�*-COMPACTED SUBGRADE -lit-lid IIIgill IIII-•IIII I PLAYGORUND I -III I UNDERDRAIN 13 SCALE: 1-1 2 =1 -0 An tT 3 to N n O U O W � O C � J � / N IV N D O o N t � 0-I"')E C) L6 =3 Z 00 Nr) O L 4.: 0- N M T Z o � MODEL LIQUID LENGTH 'WIDTH INVER- HEIGHT WEIGHT No. CAPACITY I L I Y1 I H (LBS.) CT125OH20 1250 1 10'-6" 1 6'-6" See Belo.: 5'-Q" 20300 Invert (1) for 04" PVC is 4'-2". Invert (1) for 06" PVC is 4'--l" L -----------gaga-, JI 1 vo 't 24' DLk I CLEANOUT CLEANOUDLOL T (TYP). a i... L- _ - - - - - - - - - - - - - _OPTIONAL EXT..RISER- PRECAST CONCRETE 1250 Gallon Capacity H-20 Loading m NOTES 1. Concrete - 4,000 PSI @ 28 DAYS. 2. Meets or exceeds state and local requirements. 3. All shiplap joints sealed with Butyl Rubber. 4. Design Capacity: AASHTO HS-20. 5. Single compartment chamber Monolithic Design. 6. Side inlet pipes shall extend to cleanout cover thru cast in pipe support. 7. Maximum fill over top of tank - 3 feet. 8. Chamber shall be suoplied with tees 9. Chamber be marked with manufacturer name, phone no., tank capacity, date of manufacture, and ASTM C1227 conformance. i- 10. The minimum liquid depth of the grease trap shall be 36- inches, measured- from --the bottom of the tank -to -the outlet invert. 11. The air space provided between the liquid height and the underside of the tank top shall be a minimum of 8 inches. 12. In areas of where seasonal high groundwater is at an elevation greater than the bottom of the grease trap, the exterior of the grease trap including the exterior top, sides and bottom shall be coated with a waterproof sealant creating a water tight condition for the tank. In - - elevation neater than the t0- of the grease trap, the exterior of the manhole exten S10n9 areas where seasonal high groundwater is at an greater than e top g p, t to grade shall be coated with waterproof sealant creating a watertight condition for the extension. 13. the invert elevation of the inlet shall be between 2 inches and 4 inches above the invert elevation of the outlet and according with ASTM specification C1613 for precast concrete grease interceptor tanks. / 14. The grease trap shall be watertight. 15. Separate cleanout covers shall be provided over the inlet and outlet of the grease trap so as to provide easy access for inspection and cleaning. Cleanout ports shall be fitted with manhole extensions to grade. The extensions shall be constructed of a material sufficient to I v,i+hg+nnri +rnfflr Innriinn whprp rnnrrpfp rnvprg nrp ligari fhp liri mngf wpinhf n minimum of 56A nnunriez nr rnntnin n Inrkinn merhnnigm to _ .........._... _. _ ..._... _ prevent unauthorized entrance. The manhole extensions, and inlet and outlet access holes shall have a minimum inside diameter of 17 inches. 16. The inlet and outlet piping shall be PVC ASTM D1785 Schedule 40 with rubber compression gaskets or solvent welded couplings. Other pipe materials may be approved for use. The minimum diameter of the inlet and outlet piping shall be 4 inches. The inlet and outlet shall utilize a tee -pipe fitting on the interior of the grease trap. the tee -pipe of the inlet and outlet shall extend within 12 inches of the bottom and at least 5 inches above the static liquid level of the tank. 17. The grease trap shall be set level on a stable base so that no settling or tipping can occur. 9 GREASE TRAP SCALE: NTS H[ Er SLOPE LINE HDPE FLARED END SECTION 20' PLAN RIPRAP TYPE "T" (INCHES) FILTER FABRIC AS INDICATED. IN ItRMtDIA It Ii6 MODIFIED 12 SECTION A -A NEENAH TRAP HOOD MODcI Mn R�7n1 na E( TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS, WHERE REQUIRED BY TOWN ENGINEER TO SATISFY ENVIRONMENTAL CONCERNS. NOTE: TRAP HOODS MUST BE SIZED TO BE REMOVABLE FROM CB THROUGH GRATE OPENING FROM ABOVE. TRAP HOOD DETAIL SCALE: NTS N 'E Are 15' 413/16" A I 5'-4- #4 BARS # 4 BARS 103/16 10" 103/161 10 71/2" 71/2" 2" 2„ 2" [1-1 6 7/8"-rl - 6 7/8" I ---2" 3 13/16" -'- 2 93/16" 3 rJ/8" 1 • ° e e • 1I ° ° ' ®• A CLASS 'A' CONCRETE OR °•7 ® e 1/2" 111/2' e ; •', I IcJ^ : ; . e PRECAST CONCRETE UNIT --12 2'-8 3/4^ -12" --12 2'-1 3/8"--b- 8" CLASS 'A' CONCRETE OR CONCRETE BLOCK 2,1 0" 2' -0" 7 713/16" 21 Ld M M W fr j j WALL THICKNESS-12" AT 4, DEPTH GREATER THAN 10 SUMP ° CLASS 'A' CONCRETE OR 6" 6" ° ° PRECAST UNIT. I I 8" 4'-0" -8" 8" 3'-0" 8" 5'-4" 4'-4" SECTION A -A SECTION B-B INSTALL TRAP HOOD ON ALL PROPOSED CATCH BASINS TYP. "C° CATCH BASIN SCALE: NTS A 4'-4" 5-4" # 4 BARS # 4 BARS 03 16" I ir' 1�1 II I ��a%•a°a /1 I ¢ i 1a a • ''�1a03®• /a'16 85 83/8 3 _ 13/4 - a -5" 413/16�2„ -,CLASS 'A' CONCRETE OR 11 /2" PRECAST CONCRETE UNIT 2' - 83/4CLAS'ACRETE OR2CONCRETEBLOCK 20»2'0' 713/16" 713/16 Ld -, t \ 1 4' SUMP 6 6" Q g'°-I- 4'-0"� I-8"� -� I -8' Ij� 3,-01' J 41-4» SECTION A -A SECTION B-B INSTALL TRAP HOOD ON ALL PROPOSED CATCH BASINS TYP. "C-L" CATCH BASIN SCALE: NTS 96" TYP. FOAM CORE LENGTH - ADJUST TO FIT DIMS. SHOWN ON PLANS_ A i t ' T I rang- gaga __ _ SLOPE & DEPTH VARIES ►__ A ELEVATION 18 1/2" DO NOT SCALE 14 3/16" STEEL FRAME t ____ ____ 5/16-18 UNC CLAMPING ANCHOR f BOLT STANDS DEFORMING CORE FINISH SPECIFICATION PRE -WELDED GRATE FRAME: HOT DIP GALVANIZE SPACER ROD BAR GRATE : HOT DIP GALVANIZE RAD. BOTTOM--,12 NOM EXPANDED POLYSTYRENE SECTION A -A 67% OPEN AREA (EPS) FORM DO NOT SCALE 112.5 SQUARE INCHES 1 1/2- SO. BOTTOM PER LINEAR FOOT AVAILABLE 36" NOMINAL (MODIFY GRATE SECTIONS TO FIT PLAN LENGTHS) I 0 zITI a GALVANIZED STEEL BANDED BAR GRATE - #EG-1436-HGBG (INSTALLED AFTER REMOVAL OF EPS FORM) NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPEGFICATIONS AND INSTALLATION INSTRUCTIONS. 2. A TRENCH SHALL BE EXCAVATED A MINIMUM OF 12" FADER THAN THE OVERALL WIDTH OF THE STEEL FRAME (6• MINIMUM ON EACH SIDE) AND A MINIMUM OF 6 INCHES DEEPER THAN THE OVERALL DEPTH OF THE ECO40DRAJN EPS FORM. 3. DO NOT SCALE DRAll1NGS• Cop,dght ? 2014 rdwr3ra:n sntm,. ma MultM= ECONODRAIN° SERIES #12 14W RWSWAL M* Standard Pre -Welded Frame STATMWJZ NC U625 FILE NUMBER: CSI-ED-1296-BG-14a REV: OO _�19 Utoa„etamnc«n Proprietary ryhte of YNtD- Systems, U�<. ae Indaded h the nfa" V- d:sdosed herein The reclplenL by xcepliAg this eo t, agrees that neither this dowmmt nor the infamatal d.sd-d ham any Pcrl thereof eh61 bo copied, reproduced a transferred far mom,Taclurmg a fa a,y otha purpou except os spedfKaAy wlhonzed in wrlt'mg ,tan« and the-tara's aMTscle. mg'narA cmrulmfs and ate paofssdortds a< eamPetd, rnpm,lde ran the edeclian.:wto%L;W. and mentmmce of eny prodct pxrho;ed from WRDran, and EXCEPT PS DPRESSLY PROVM N UULT7DRANS STA.A'DARD WARRANTEE,, YIR. YAKES NO WARRANTY, EXPRESS OR DINED. AS TO THE SIATAMEY, DE5CN, MERCHANTABILITY. OR FITNESS OF THE PRODUCT FOR WSTWER'S APPUCATON. Cep;. al Yu'.t37rc:•i s atohd--d wa,mt'ds are -2T span r esL TRENCH DRAIN I2 SCALE: NTS 4" Hin • \�� ECONODRAIN© TRENCH SYSTEM IN -LINE OUTLET V DO NOT SCALE - U � MATCH FLOW LINE OF OUTLET PIPE NOTES TO THE SPECIFIER: TO INVERT OF TRENCH DRAM 1. ADD REBAR AS REQUIRED. 2. SPECIFY MINIMUM CONCRETE ENCASEMENT. 3. 4" MINIMUM CONCRETE COVERAGE OF OUTLET PIPE IS RECOMMENDED. (LABELED WTH *). 4. FINAL CONCRETE THICKNESS PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES. CONSTRUCTION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. SECURE OUTLET PIPE PRIOR TO CONCRETING OPERATIONS. 3. FOR ILLUSTRATION ONLY. DO NOT SCALE DRAVONGS. MaltiBrn n EconoDrain ° 1405 N•DO.STRA MWE Outlets From End of Trench STATMUZ NC 28625 FILE NUMBER: CSI-ED-OUTLET-TR-00-14a REV: DO .wur�dttac5usatenscan Pro mtay ;ghu o, WltDro"":+ Sete Inc ae ndudod in the Mr Uan d":c:oacd h,w. The recipient. by a ptcg tho d-1. agar Uot n6the this d-m.ent nor the mfamatian d:.do d teen nor any pal theeof shdl be wpie0. reproduced a trap 1-d far mmufoclanlg a W wy oU- papa. -epl as .1-f ay aAthahed L, 1, 0,9 anlane aid lie ars;aneis arfiRttls, mgaiees, m-izltmt, oral oVra pro! .tla are cmp7eldy respmsYT< la Ue eNccl�ar4 rtsla,atsr, and maulmaia of any ,, product pad,sed Iran WdlDran, end EXCEPT AS EX'6r ES3Y PROY"iFD WLMRA!N'S STANOAFD MUM YULT13RA:V YAX6 NO WAfL4Atitt, ESPCES$ OR PPllm, A5 TO THE SURA9:U7Y, DESCl, UAIANTABUTY, OR nnaS OF THE PROWCT FOR WSTMR'E, APNCATION. f p'es of Wlt&on's stwdard wmml'ea ae a,I , apm repuest. WALL THICKNESS - 12" AT DEPTH GREATER THAN 10 CLASS 'A' CONCRETE OR PRECAST UNIT . MANHOLE FRAME & COVER 3' CONE VARIES RISER VARIES BASE 4' MIN. 6" MIN. 2" MIN ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF BRICK nDrnACT ��IhICl1Dr�CfY nnhIn0E'TC' r- fRLUml) RLI IVr V1\ULLI UVIV VIhC IL MANHOLE ECCENTRIC CONE --MINIMUM REINFORCING 0.12 SQ. IN. PER LINEAR FOOT OR AS SPECIFIED LIFTING HOLES (TYP.) (FILL WITH MORTAR) PRECAST REINFORCED CONCRETE TONGUE AND GROOVE RISERS MANUFACTURED IN 1',2',3' & 4' LENGTHS. - PREFORMED PLASTIC GASKET OR FLEXIBLE WATERTIGHT RUBBER GASKET - 511 --- KNOCKOUTS AS REQUIRED 5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE. )LE DETAIL WPCA STANDARD FRAME COVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF BRICK 1 2'-2" PRECAST REINFORCED CONCRETE DIA. ®� MANHOLE ECCENTRIC CONE WELDED WIRE FABRIC (TYP.) LIFTING HOLES (TYP.) -_--- 2 1/4" MIN. (FILL WITH MORTAR) YKtUAJI REINFORCED CONCRETE RISER TONGUE AND GROOVE RISERS AS VARIES REQUIRED PREFORMED PLASTIC GASKET OR --------------gaga-- FLEXIBLE WATERTIGHT RUBBER GASKET RISER VARIES 5" WALL ------------ -------- COLD APPLIED BITUMINOUS I 4'-0" DIA. r SEALER �KNnrKnIiTS FnR 4 PIPES MIN. 4" FROM liLICR1VAIC J^viivT BASE MIN. 4' MIN. TOP &BOTTOM OF BASE 5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR 6" MIN. NUMBER OF PIPES AT THE MANHOLE. " PRECAST REDUCERS WILL BE PLACED I CONCRETE OR BRICK ABOVE THE 5' & 6' BASES AS DIRECTED 74 --I I� &MORTAR INVERT BY THE ENGINEER. WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE. SANITARY SEWER MANHOLE DETAIL (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 4" TOPSOIL NI w > 0 U Z i c:) I 3" IN EARTH--, EXISTING GROUND 1Lt: N 15 EDGE OF TRENCH REVISIONS IN PAVEMENT SEE DETAIL FOR PAVEMENT CONFORMED SET SECTION MARCH 22, 2019 FINISHED GRADE 1 2/22/19 BID SUPPLEMENT 2 2 3/22/1-Y CONFOt MEEDSET -TRENCH WIDTH = 3'-0" COMPACTED BACKFILL (95% MAX. DRY DENSITY). COMPACTION PER ASTM D1557 DETECTABLE WARNING TAPE COMPACTED SAND BACKFILL NaSTATE PROJECT NO. �8" MIN. 132-0089 N j� IN ROCK Phase 2 of 5 + SUITABLE BACKFILL 48" DIA. GRAVEL FILL COMPACTED TO 90% MIN. DRY DENSITY PER ASTM D1557 IN < 48" DIA. °0000°( MULTIPLE LIFTS IF UTILIZING oZ3oc A.S.P. or H.D.P.E, PIPE (SUITABLE BACKFILL WITH RCP) FOUNDATION STONE TO EDGE OF TRENCH 1/4 O.D. 0 o00 0 00° 0 0 00o IN ROCK 000It" 00 000006_ BOTTOM OF TRENCH TYP. STOF:MLINE TRENCH SECTION EDGE OF TRENCH SUITABLE BACKFILL 3/4" CRUSHED Op: 0•6. d STONE ° a, o: 0�.o QO 6" MIN. 1'-O" MIN. IN ROCK BOTTOM OF TRENCH MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4" -18" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT J (CORRUGATED HOPE SHOWN) 1 - GRATESISOLID COVER SHALL BE DUCTILE IRQN PERASTM A536 GRADE 7050-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFAGTUREDACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SNIPPING RESTRICTIONS. SEE DRAWING NO.7001.110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORMTO ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), N-12 H P, & PVC SEWER 5- ADAPTERS CAN BEMOUNTED ONANY ANGLE O"TO360".TODETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-IINI . 1 .Q a "OS: o. 3:a; o: / e i 2'-0", TRENCH WIDTH D. + 4'-0" MI 24" gllppnRT AS PFnll]RFn SUITABLE BACKFILL p 1'-0" MIN. L FOUNDATION STONE TO EDGE OF TRENCH F 4" MIN. - 1'-0" SUPPORT AS REQUIRED DETECTABLE WARNING GREEN PLASTIC UTILITY TAPE "CAUTION -SEWER LINE BELOW" D: o ;D 0 .DO 6» o°Do.o $ p FILTER FABRIC ° o a WRAP AROUND / �\ ALL SIDES OF °10 STONE BEDDING p WITH A 12" MIN. OVERLAP AT TOP •0 b CRUSHED STONE °D 6„ 0 SPECIAL FOUNDATION IF ORDERED BY ENGINEER �A • 18" MIN WIDTH GUIDELINE d I 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES I RAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ARIABLEO'-360a GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ACCORDINGTO DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, PLANS TRAFFIC LOADING, & n LrAnrnnn T HER APPLICABLE DESIGN PACT URS. SEE DRAWING NO. 7001 -110-111 FOR NON TRAFFIC INSTALLATION. ° (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS I (6" MIN. BASED ON I` MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. AREA / LAWN / YARD DRAIN SCALE: NTS GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1899CGC 7001-110-214 DOME NIA 1899CGD 7001-110-215 DROP INGRATE LIGHT DUN 1801DI 7001-110-074 i U W N a u N �- ..a ao a, .'3 CA to LA LA a5 N a aM0 > �_ v c > = 3 N 0 J 'J 2 ® O o U w 10 v - .o 00 Do r; E AL U.ej � u o 0 _ a �d W FL Ti a+ �e .e 0 a J ``�V411tt11f/f7'° 0 Al /V rr � 1` N 336<✓ 9 �r %. S�ONAL��.�`ee �7j�Idlllll111,�`• MOSER- PIT O L %C.)1N ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE UTILITY DETAILS DATE 11/2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C5.3 EROSION CONTROL INSTALLATION & MAINTENANCE NOTES: REVISIONS CONFORMED SET MARCH 22, 2019 TREE ARMORING CONSTRUCTION AREA WHERE PAVED SURFACES MAKE IT IMPRACTICAL TO ESTABLISH TREE PROTECTION ZONE. i " - APPLY TRUNK ARMORING WHERE PERIMETER PROTECTION FENCE IS LESS THAN PERIMETER OF CANOPY SNOW FENCE CHAIN LINK FABRIC FENCE FENCING AT TREE PROTECTION ZONES INSTALL ONE OF THE FENCE TYPES (MIN. FENCE HT. 42") NOTED ABOVE UNLESS SPECIFICALLY INDICATED ON PLANS. MAY BE INSTALLED CONTINOUSLY AROUND GROUPS OF TREES TO REMAIN. 6 TREE PROTECTION DETAILS EXISTING TREE TO REMAIN/PROTECT PROTECTION FENCING TYPICAL AT OR BEYOND PERIMETER OF TREE CANOPY OF DECIDUOUS TREES AND 1.5X DIA. CANOPY FOR EVERGREEN TREES SOIL TESTING CONDUCTED BY ENVIRONMENTAL SERVICES INC. AND WITNESSED BY THE LRC GROUP ON APRIL 13, 2018 TP #1 0"-4" Topsoil 4"-16" Brn F Sandy Loam 16"-24" Brn/RedCompact Silty Sand w/Stones 24"-72" Brn/Red Med compact Silty Sand w/Stones Moist Asphalt & Processed Stone on North Side of Hole No Water No Mottling No Ledge TP #2 0"-10" Topsoil 10"-20" Brn F Sandy Loam 20"-72" Brn/Red F Silty Sand & Gravel Moist No Water No Mottling No Ledge TP #3 0"-6" Topsoil 6"-17" Brn F Sandy Loam 17"-80" Red/Brn F Silty Sand & Gravel Moist No Water No Mottling No Ledge TP #4 0"-6" Topsoil 6"-15" Brn F Sandy Loam 15"-78" Red/brn Compact Sandy Gravel No Water No Mottling No Ledge TP #5 0"-8" Topsoil 8"-18" Bit. Conc. & Processed Gravel 18"-24" Brn F Sandy Loam 24"-73" Red/Brn F Silty Sand & Gravel Moist No Water No Mottling No Ledge TP #6 0"-11" Topsoil 11"-34" Brn F Sandy Loam 34"-60" Brn/Black Compact Silty Sand & Gravel w/Decomposing Roots 60"-96" Brn/Red F Silty Loam Moist Water ® 96" No Mottling No Ledge SOIL SMIVCE AND ENVIRONM MEAL SMMC�S, INC. %blond Delineations Ecological Studies SiteAssessments Project Planning &gTesWT May 6, 2018 Richard Reynolds LRC Group 160 West Street, Suite E Cromwell, CT ' 06416 NOTE: PRUNE TREES IN ACCORDANCE - WITH APPROVED HORTICULTURAL STANDARDS (ANLA) IN ORDER PRESERVE THE NATURAL FORM OF THE SPECIFIC PLANTS. IF APPLICABLE & APPROVED -BY THE LANDSCAPE ARCHITECT, ` ONE-FOURTH TO ONE-THIRD OF THE WOOD SHALL BE REMOVED BY THINNING OUT TO BALANCE ROOT LOSS DUE TO TRANSPLANTING. 3" MULCH - FINELY SHREDDED HARDWOOD BARK (SAMPLE TO BE APPROVED) 3" SOIL SAUCER TYP. FINISH GRADE M ADJACENT TOPSOIL NATIVE OR PLACED SUBSOILS J''_'-II PLANTING SOIL MIX UNLESS SPECIFIED OTHERWISE, I- SOIL MIX SHALL BE: - - 3 PARTS TOPSOIL - 1 PART PEAT MOSS OR COMPOST - LIME (As recomm. by soil analysis) - "TRANSPLANT 1-STEP"INNOCULANT (By Roots, Inc.) TREE PLANTING 3 SCALE: 3 8 =1 -0 UNLESS SPECIFIED OTHERWISE SOIL MIX SHALL BE: - 3 PARTS TOPSOIL - 1 PART PEAT MOSS OR COMPOST - LIME (As recommended by soil analysis) - "TRANSPLANT 1-STEP"INNOCULANT CUT BURLAP AND WIRE BASKETS FROM TOP 1/3 OF ROOT BALL SET TOP OF ROOT BALL AT OR SLIGHTLY ABOVE FIN. GRADE SCARIFY GLAZED SIDES OR HARDENED SURFACE IF PITS ARE DUG WITH AUGERING DEVICE ` IIII -II III -III 12" Min, COMPACT PLANTING MIX BELOW _ WIDTH OF PIT EQUALS BALL. PITCH TO PERIMETER OF PIT. 2X DIA. OF ROOT BALL RUUI DHLL CONTAINER BALLED & GROWN BURLAPPED A SHRUB PLoANTING LANDSCAPE EDGING ((IILA/WH) RE NOTED ON NOTE: IN AREAS OF MASS PLANTING, EXCAVATE BED AREA CONTINUOUSLY, BACKFILL BETWEEN SHRUBS WITH PLANTING SOIL MIX, AND APPLY MULCH TO THE SURFACE TO THE ENTIRE BED. CUT BURLAP AND WIRE BASKETS FROM TOP 1/3 OF ROOT BALL SET TOP OF ROOT BALL AT OR SLIGHTLY ABOVE FIN. GRADE 3" MULCH - FINELY SHREDDED HARDWOOD BARK (SAMPLE TO BE APPROVED) 3" SOIL SAUCER TYP. ADJACENT TOPSOIL PLANTING SOIL MIX NATIVE OR PLACED SUBSOILS SCARIFY GLAZED SIDES OR HARDENED SURFACE IF PITS ARE DUG WITH AUGERING DEVICE COMPACT PLANTING MIX BELOW BALL/ROOT MASS (TYPICAL) 2" MULCH - FINELY SHREDDED HARDWOOD BARK (SAMPLE TO BE APPROVED) SPACING PER PLANT LIST (SEE PLANTING PLAN) LJ.'? I' = "1-I ADJACENT TOPSOIL LIGHTLY COMPACTED SUBGRADE 12" PLANTING SOIL MIX SECTION THROUGH PERENNIAL BED PERENNIAL NOTES: 1. BULB/CORM PERENNIALS TO BE PLANTED IN FALL. POTTED UNLESS SPECIFIED OTHERWISE, PERENNIAL BED PERENNIALS MAY BE PLANTED APRIL 15 TO OCTOBER 1. SOIL MIX SHALL BE: 2. ROTOTILL FERTILIZER AND LIME INTO SOIL PRIOR TO PLANTING - 3 PARTS TOPSOIL AND IN ACCORDANCE TO SOIL ANALYSIS RECOMMENDATIONS. - 1 PART MANURE (WEED FREE) 3. DO NOT OVER COMPACT PLANTING BED. WATER THOROUGHLY - 1 PART PEAT MOSS OR COMPOST AFTER PLANTING BULBS. - LIME (As recommended by soil analysis) 4. ADJUST PLANTING DEPTH AS RECOMMENDED BY BULB SUPPLIER. - "MILORGANITE" AT 5 LBS. PER 100 SF. 5. PROVIDE DRAINAGE AS REQUIRED (PERF PIPE 4" ADS) WHEN SUBGRADE IS CLASSIFIED AS A HEAVY SOIL OR EXCESSIVELY COMPACTED. ANNUAUPERENNIAL & GROUND COVER BEDS Philip R. Smith Elementary School Re: Permeability test results from bulk samples collected from Eli Terry and Test, Hole, Number Permeability Philip R. Smith Elementary Schools in South Windsor, CT TP #1 1.37 filday;or 0.000482 cm/sec Dear Mr. Reynolds: TP #2 0.76 ft/day or 0.000270 cm/sec On April 19, 2018, SOIL SCIENCE AND ENVIRONMENTAL SERVICES, INC. TP #3 0.32 ft/day or 0.000112 cm/sec received ten bulk (disturbed) soil samples in one gallon plastic bagsfromLRC Group for permeability analysis. LRC Group had.previously collected the samples from -two TP #5 1.98 ft/day or 0:000699 cm/sec school sites in South Windsor, CT where stormwater,Infiltration is being proposed. TP #6 0.31 ft/day, or 0:000108: cm/sec Permeability grab or bulk samples are often collected from course sand & gravel soil materials where undisturbed core samples are difficult to obtain'. The bulk samples were lightly re -compacted in core sample tubes and allowed to saturate overnight . The test results from the re -compacted Bulk samples give an: approximate permeability before being tested. rate for the soil samples: collected .at specific depths within' each test pit where they were obtained by-LRC Group..--Spil`properties such as texture; structure; consistency and The soil permeability samples-wete tested for saturated hydraulic conductivities using depths to: impermeable layers can all aff..ect soil permeability within sachAest pit. If. you a failinghead rme bi ' test ethod. Th pe a Illy m e permeability result for each bulk sample have any questions -or need any addrttonal lnfontiati6n please don'#'hesitate°togive us a . • is listed below: call. ; Eli Terry Elementary School - Sincerely, Test Hole Number Permeability SOIL SCIENCE -AND ENVIRONMENTAL .S5fWIGES, )NC TP #1 1.70 ft/day or 0.000601 cm/sec TP #2 116,5 ft/.day or 0.041099 crn/sec 4 :.. . - TP #4 1.90 ft/day or 0:000672 cm/sec Scott D. Stevens ` _ -.... Registered Professiona4Soil Scidrsilst _ TP #5 367 ft/day or 0.129613 cm/sec TP #6 24.6 ft/day or 0.008644 cm%see ;:: 95 Silo Drive Rocky Hill Connecticut 06067 • (203) 272-7837 eaeainc@yahoo.som" N I n o: n 0- D- 3 N z a_ M UD N 0 0 N y c a 3 N C O U N U A. Silt Fence Silt fence shall be installed in the locations shown on the plans and in accordance with the standard detail provided. Installation: A trench will be plowed or otherwise excavated (6 inches deep and 6 inches wide) to the required depth with little, if any, disturbance to the down slope side of the trench. The bottom of the trench and the fence top will be placed on a level grade. When it is necessary to cross small depressions, the trench bottom and fence top edge may deviate slightly from the level grade. Grades in such sections will not exceed one percent (1%), nor will the deviation extend for more than 25 feet. 1. Support stakes will be driven to 12 inches below the existing ground surface at specified intervals of no more than 10-feet. 2. Stretch and fasten fabric to the upslope side of the support stakes (if a reinforced section, fasten reinforcement mesh prior to fastening the fabric). 3. Where ends of fabric come together, they will be overlapped, folded and stapled to prevent sediment bypass. 4. The toe anchor will be bockfilled and compacted to a density equal to surrounding soils. 5. If constructing a reinforced section, attach guy wires to support stakes. Provisions should be made for easy loosening and removal of the guy wires to allow for access to perform maintenance work. Operations and Maintenance: 1. The fence installation shall be inspected once a week or after every precipitation event of 0.10 inches or greater. Any necessary repairs will be made within 24-hours of the following: - the fence being over topped or bypassed by runoff - the fence has been moved out of position - the geotextile has been decomposed or damaged. 2. Accumulated sediments will be removed as required to keep the fence functional. In all cases, remove deposits where the sediment accumulation has reached one-half the above ground height of the fence. 3. All undercutting or erosion of the toe anchor will be repaired by installing a rock filter outlet. 4. Adhere to any manufacturer's recommendations for replacing filter fabric fence due to weathering. B. Temporary Vegetative Stabilization Establishment of temporary stand of grass by seeding and mulching exposed soils that will be exposed for longer than a month but less than a year. This will temporarily stabilize the soil with a vegetative cover that will prevent damage from wind and water erosion and sedimentation. Installation: Fertilizing, seeding, and mulching will be used as a temporary E&S control measure on all non -paved disturbed areas. Exposed soils not subject to construction traffic shall remain unseeded or covered by mulch for more than 7 days, including stockpiled soil materials. With regard to the temporary seed mix, refer to the seeding mixture table provided on the E&S Control Plan Detail Sheet. Operations and Maintenance: Inspect seeded area at least once a week and within 24-hours of the end of a storm with a rainfall amount of 0.10 inches or greater for seed and mulch movement and rill erosion. Where seed has moved or where soil erosion has occurred, determine cause of the failure. Bird feeding may be a problem if mulch was applied too thinly to protect seed. Re -Seed and Re -Mulch. If movement was a result of wind, repair erosion damage, reapply seed, mulch and apply mulch anchoring. If failure was caused by concentrated runoff, install additional measures to control water and sediment movement, repair erosion damage, re -seed and re -apply mulch with anchoring or use Erosion Control Blanket. C. Inlet Protection Filters (Silt Sacks) Inlet protection filters consisting of inlet filter bags will be provided at all storm sewer inlets as they are installed to filter sediment -laden water prior to entering the storm sewer system. Filter bags should trap all particles larger than 150 microns. Installation: The inlet protection filters shall be installed in the locations shown on the plan and in accordance with the manufacturer's recommendations. Operations and Maintenance: All inlet protection filter bags shall be cleaned and/or replaced when the bag is half full, in accordance with the manufacturer's recommendations. All damaged filter bags shall be replaced. Needed repairs should be replaced. The accumulated sediment shall be distributed evenly among the site and stabilized. D. Erosion Control Blanket Erosion control blanket shall be installed on all slopes of 3:1 or greater. These slopes should also be seeded by temporary or permanent measures based on the length of exposure. Place erosion control blanket in the locations shown on the plans and to the specifications shown on the detail sheets. Installation: 1. Install Erosion control blankets in 10-foot vertical increments in accordance with manufacturer's recommendations. 2. Use appropriate staple pattern for all blanket installations as per the manufacturer's recommendations. Operations and Maintenance: Inspect temporary erosion control blankets at least once a week and within 24 hours of a storm with a rainfall amount of 0.10 inches or greater for failures. All damaged sections of the erosion control blanket shall be replaced immediately. I RESTRAINT e REINFORCING BARS FOR REMOVAL OF DEVICE STORM INLET Ka USE A COMMERCIAL GEOTEXTILE FILTER SUCH AS THE SILTSACK OR THE BEAVER DAM OR DANDY BAG MANUFACTURED BY DANDY PRODUCTS OR AN APPROVED EQUAL. SILT SACK INLET PROTECTION 2 SCALE: NTS `2%5" (5cm-12.5cm) 2' (.06m) 1.6' 0.5m) 3.3' (1.Om) A. BURY THE TOP END OF BLANKET STRIPS IN A TRENCH 6" INCHES OR MORE IN DEPTH. B.TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 6 INCH SPACING, 4 INCHES DONW FROM THE TRENCH C.OVERLAP--BURY UPPER END OF LOWER STRIP AS IN 'A' AND 'B'. OVERLAP END OF TOP STRIP 4 INCHES AND STAPLE. D. EROSION STOP -FOLD OF JUTE BURIED IN SLIT TRENCH AND TAMPED; DOUBLE ROW OF :STAPLES AL AL INCH OVERLAP OF BLANKET STRIPS WHERE Two OR MORE STRING WIDTH ARE REQUIRED. STAPLES ON 18 INCH CENTERS. 4 . STAPLE OUTSIDE EDGE ON 2' CENTERS. NOTE: 1. BLANKET IS TO BE INSTALLED ON ANY FINISHED SLOPES THAT ARE A 3:1 OR GREATER 2. BLANKET IS TO BE TYPE NORTH AMERICAN GREEN C125 OR EQUIVALENT WITH ASSOCIATED STAPLE PATTERN ER 0 SION CONTROL BLANKET INSTALLATION DETAIL N.T.S. EROSION CONTROL BLANKETS 3:1 slopes or steeper where indicated on the Contract Drawings: Erosion Control Blanket shall be North American Green SC 150 or shall be a green, wood fiber mat constructed from 100% Aspen curled fibers with a green photo -degradable netting applied to one side Erosion Control Blanket to be as manufactured by American Excelsior Company, Arlington, TX, "Quick Grass" or approved equal. Temporary Seeding Rates and Dates Seeding Optimum Seeding Dates Species 4 Rates (pounds) Optimum Seed Depth Plant Characteristics 3/15 4/15 5/15 6/15 7/15 8/15 9/15 10/1 /Acres /1000 (inches) 3/1 4/1 5/1 6/1 7/1 8/1 9/1 10/1 sq. &. Annual ryegrass 40 1.0 0.5 May be added in mixes. Will mow out Lolium muftiflorum of most stands Perennial ryegrass 40 1.0 0.5 Use for winter cover. Tolerates cold Lolium perenne and low moisture. Winter rye 120 3.0 1.0 Quick germinating and heavy spring Secale cereale growth. Dies back in June with little regrowth. Oats 86 2.0 1.0 In northern CT. will winter kill with Avena sativa the first killing frost and may through- out the state in severe winters. Winter Wheat 120 3.0 1.0 Quick germination with moderate Triticum aestivum growth. Dies back in June with no regrowth. Millet 20 0.5 1.0 Warm season small grain. Dies with Echinochloo crusgalli Ifrost in September. Sudangrass 30 0.7 1.0 Tolerates warm temperatures and Sorphum sudanense droughty conditions. Sudangrass 15 0.4 1.0 Hardy plant that will reseed itself and Sorphum sudanense is good as a green manure crop. Weeping Lovegrass 5 0.2 0.25 Warm -season perennial. May bunch. Eragostis curbula Tolerates hot, dry slopes, acid infertile soils. Excellent nurse crop. Usually winter kills. DOT All Purpose Mix3 15013.4 0.5 111 Suitable for all conditions. 1. May be planted throughout summer if soil moisture is adequate or can be irrigated. Fall seeding may be extended 15 days in the coastal towns. 2. Seed at twice the indicated depth for sandy soils. 3. See Permanent Seeding Figure PS-3 for seeding mixture requirements. 4. Listed species may be used in combinations to be obtain a broader time spectrum. If used in combinations, reduce each species planting rate by 20% of that listed. METI�L DRIVE POST 8'-0 MAX. O.C. ATTACH SILT FABRIC ON UPHILL SIDE OF POSTS AND BACKFILL OVER FABRIC GRATE PROPEX SILT STOP FABRIC OR EQUAL BE SPROTECTED TO STORM INLET /%/ L SOIL TO BE FILTER BAG ��\/\\/\\/\\/\ ` \\/\\/\\/\\�` \/\\ / RETAINED DIG 6"x6" TRENCH INSTALL FABRIC AND BACKFILL NOTE: FOR SLOPES > 5:1; PERPENDICULAR WINGS PLACED EVERY 100' FOR SLOPES > 3:1 TO 5:1; PERPENDICULAR WINGS PLACED EVERY 75' FOR SLOPES > 2:1 TO 3:1; PERPENDICULAR WINGS PLACED EVERY 50' SILT FENCE SCALE: NTS C, STATE PROJECT NO. 132-0089 N Phase 2 of 5 tj Lu F- N i J c c 2 S U ^ co N � d-- N'T -b1.11y J V Ln Lo C u v to a �O s o - ,-J o � c U J - tl. m C Q NRN Uj N > W C C 1' C N 6p E UW.J > E S J K J U c O o a, �'d � r a v a C 0 &1 /V G. dd p^i�C�i��� o _ N NA\_ MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD. CT. 06109 (860) 563-6164 TITLE SEDIMENTATION/ EROSION CONTROL & PLANTING DETAILS DATE 11 /2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C5*4 Figure PS-3 Seed Mixtures for Permanent Seeding No. Seed Mixture (Variety) 4 Lbs/Acre Lbs/1,000 Sq. Ft. Kentucky Bluegrass 20 .45 15 Creeping Red Fescue (Pennlawn, Wintergreen) 20 .45 Perennial Ryegrass (Norlea, Manhatten) 5 .10 Total 45 1.00 Creeping Red Fescue (Pennlawn, Wintergreen) 20 .45 25 Redtop (streeking, Common) 2 .05 Tall Fescue (Kentucky 31) or 20 .45 Smooth Bromegrass (Saratoga, Lincoln) Total 42 .95 Creeping Red Fescue (Pennlawn, Wintergreen) 1 20 .45 35 Bird's -foot Trefoil (Empire, Viking) with inoculant 8 .20 Tall Fescue (Kentucky 31) or 20 .45 Smooth Bromegrass (Saratoga, Lincoln) Total 48 1.10 Creeping Red Fescue (Pennlawn, Wintergreen) or Tall Fescue (Kentucky 31) 20 .45 45 Redtop (Streeker, Common) Bird's -foot Trefoil (Empire, Viking) with inoculant) 2 8 .05 .20 Total 30 .70 5 5 White Clover 10 2 .25 .05 Perennial Rye Grass Total 12 .30 Creeping Red Fescue 10 .50 65 Redtop (streeker, Common) 2 or)�n .05 Perennial Rye Grass LV JV Total 42 1.05 Smooth Bromegrass (Saratoga, Lincoln) 15 .35 75 Perennoal Ryegass (Norlea, Manhatten) 5 .10 Bird's -foot Trefoil (Empire, Viking) with inoculant) 10 .25 Total 30 .70 gs Switchgrass (Blackwell, Shelter, Cave -in -rock) 101 .25 Weeping Lovegrass 3 .07 Little Bluestem (Blaze, Aldous, Camper) 101 .25 Total 23 .57 Creeping Red Fescue (Pennlawn, Wintergreen) 10 .25 95 Crown Vetch (Chemung, Penngift) with inoculantl 15 .35 (or Flatpea (Lathco) with inoculantl ) (30) (.75) Tall Fescue (Kentucky 31) or Smooth Bromegrass (Saratoga, Lincoln) 15 .35 Redtop (streeker, Common) 2 .05 Total 42 (or 57) 1.00 (or 1.40) 105 Creeping Red Fescue (Pennlawn, Wintergreen) 20 .45 Redtop (streeker, Common) 2 .5 Crown Vetch (Chemung, Penngift) with inoculant 15 .35 (or Flatpea (Lathco) with inoculant) (30) (.75) Tnfnl i7 (nr r,9 R5 (nr 1,25) 115 Bird's -foot Trefoil (Empire, Viking) with inoculantl 8 .20 Crown Vetch (Chemung, Penngift) with inoculantl 15 .35 Creeping Red Fescue (Pennlawn, Wintergreen) or Tall Fescue (Kentucky 31) Switchgrass (Blackwell, Shelter, Cave -in -rock) 101 .25 126 Perennial Ryegross (Norlea, Manhatten) 5 .10 Crown Vetch (Chemung, Penngift) with inoculant 1 15 .35 Total 45 1.05 13- Not used 15 Tall Fescue (Kentucky 31) 20 .45 16 5 Flatpea (Lathco) with inoculant 1 30 .75 Total 50 1.20 Not used 18 Chewing Fescue 35 .80 195 Hard Fescue 30 .70 Colonial Bentgross 5 .10 Bird's -foot Trefoil (Empire, Viking) 10 .20 Perennial Rygrass 20 .50 Total 1001 2.3 215 Creeping Red Fescue (Pennlawn, Wintergreen) Total 60 1 1.35 2Z Creeping Red Fescue (Pennlawn, wintergreen) 20 .45 Tall Fescue (Kentucky 31) Total 60 1.35 235 Creeping Red Fescue (Pennlawn, Wintergreen) 15 .35 Flatpea (Lathco) with inoculantl 30 .75 Total 45 3.60 24- Not Used 28 29 Turf Type Tall Fescue (Bonanza, Mustang, Rebel 11, Spartan, Jaguar) or 175 to 250 6 to 8 Perennial Rye ("Future 2000" mix, Fiesta 11, Blazer 11, and Dasher II) 1 Use proper inoculant for legume seeds, use four times recommended rate when hydroseeding. LUse Pure Live Seed (PLS) _ % Germination X % Puritv 100 EXAMPLE: Common Bermuda seed with 70% germination and 80% purity-- 70 x 80 or 56 or 56% 100 100 10 Ibs PLS/acre = 17.9 Ibs/acre of bagged seed 56% 3DOT All purpose mix 4Wild flawer mix containing New Fnglanrl AS+Pr Rnhvs Rrgnth, Rlark Fve Susan, Catchfiv. Dwarf Columbine, Purple Conflower, Lance -leaved Coreopsis, Cornflower,vOx-eye Daisy, Dame's Rocket, Scarlet Flax, Foxglove, Gayfeather, Rocky Larkspur, Spanish Lorkspur, Com Poppy, Spurred Snapdragon, Wallflower and/or Yarrow may be added to any seed mix given. Most seed suppliers carry a wild flower mixture that is suitable for the Northeast and contains a variety of both annual and perennial flowers. Seeding rates for the specific mixtures should be followed. 5CVrISidcred tV be a rVVVI season 1-.lx. 6Considered to be a warm season mix. 0 0 N N 0 N L: a) E Z 16 a) Z a- cl .. ... TO 3ASIN OR OUTLET STONE NOTES: _ 1. NLAUL 15 IIVUM UTAMLILK PERFVKATCD HDPE PIPE AND UMUSHCL) OlUINC DCLVVV IRCI"vCH BOTTOM AHEAD OF WORK AREA. SET INTAKE OF PUMP INSIDE PIPE AND DEWATER TRENCH. T N F A DIRT BAG TANK TRUCK , PUMP OUTLET 2. DISCHARGE MUDDY WATER TO OUTLET PROTECTION 0 BARREL, SETTLING BASIN OR OTHER APPROVED OUTLET. DO NOT DISCHARGE MUDDY WATER TO THE ROAD GUTTER, STORM DRAINAGE SYSTEM, WETLANDS OR STREAMS. 3. MAINTAIN INLET PER SECTION 5-13 DEWATERING OF THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. -RENCH DEWATERING - CALE: NTS 18" MIN. (SEE NOTE #1) TAKE PROT A 18" MIN. (SEE NOTE #1) 6„ MIN. QO�0 UU6 GEOTEXTILE (IF NECESSARY) UNDISTURBED GROtlND L-r A VIEW LOOKING UPSTREAM NOTES: 1. KEY STONE INTO THE DITCH BANKS AND EXTEND INTO THE ABUTMENTS A MINIMUM OF 18" TO PREVENT FLOW FROM FLANKING THE CHECK DAM. 2. THE MINIMUM DESIGN CAPACITY SHALL CONVEY A 2 YEAR - 24 HOUR PEAK FLOW. 3. SPACE STONE CHECK DAMS 50' APART. - FLOW LINE CT DOT No. 3 STONE (CRUSHED) FLOW 0 1 OR _ - ---------- _I FLATTER �8 - GEOTEXTILE (IF NECESSARY) SFQTInN A -A STONE CHECK DAM DETAIL 2 SCALE: NTS SUPPORT HOSE ON HAYBALE DISCHARGE HOSE FROM DEWATERING PUMP EWATERING - SETTLING BASIN sEcTloN A -A V A &T OR 2X WAX SLOPE SURFACE \ BOTTOM OF WATER BAR CHANNEL 4 WATER BAR DETAIL SCALE: NTS ONE ROW OF HAYBALES EMBEDDED AND STAKED WOODEN STAKES OVERFLOW DISCHARGE TO VEGETATIVE FILTER OR OTHER STABLE OUTLET 711 swroN B-B 2.1 OR FLATTER SIDE SLOPES ADJUSTED FOR VcIIICIE CLEARANCE AND KNEEL BASE 18' MAX 9' MAX k--- 6' MIN. ---I o- o o= o o� n ► 1.0 POST CONSTRUCTION INSPECTION & MAINTENANCE Post -construction, regularly scheduled inspections and maintenance will be necessary to ensure the permanent structural features such as the stormwater management basins, water quality units and the stormwater conveyance system components remain optimally functional and continue to reduce the risk of sediment loading of inland wetlands and surface water bodies. When construction is complete, the Contractor will remain responsible for the site until the entire site has reached final stabilization. The site is considered stabilized when all soil disturbing activities have been completed and a full uniform, perennial vegetative cover has been established or equivalent stabilization measures such as the f lches textilles have been en•.nlnverl nn till uinnnvP rl nrPnc nnrri ulc iiSe vl Iilul Vllw yr gev�cn u.c� .lu vc vVV.. V... r.Vyed paved areas not covered by permanent structures. Weekly inspections should continue until the site has reached this point. Additionally, visual inspections should be performed after every rain event of 0.5 inches or more in 24-hours for the lifetime of the permanent stormwater control measures. At the time of final stabilization, the Owner's Engineer shall perform a final inspection of the site and certify that the site has successfully undergone final stabilization using either vegetative or structural stabilization methods and that all temporary erosion and sediment controls such as silt fence, not needed for long term use, have been removed. At this point, the Owner is responsible for the following: 1. Submit to the CTDEEP a Notice of Termination prepared by the Owners' Engineer. 2. Identify all the permanent stormwater management structures that have been constructed and provide the Land Owner with an Operations and Maintenance (0&M) manual that will be necessary in order for the structures to function properly after the site has been stabilized. Section 1.0 of this report satisfies the 0&M requirements. 3. Transfer the Engineering Summary Report and Stormwater Pollution Prevention Control Plan (SWPPP) to the Land Owner. 4. Certify that the permanent structures have been constructed as described by this plan and the drawings. - - _ - ­1 _ _._L- .____ _ _:L'I'1.. _L __ 1:... .. J 1..:... :... .. .-Ir..: r. .... i. The Land Owner shall ov_erLUKe re5pon5luln Ly UI IfltipeUL1lly U11U Illaln LUlllllly Ul UIIIUyc and erosion control features over the lifetime of the structures. Maintenance personnel, employed by the Land Owner, must be aware of the SWPPP and should be trained to recognize signs that stabilization measures may not be performing optimally or are failing. The inspection of on -site stabilization measures will become part of routine preventative maintenance practiced by the Land Owner. Inspections should be performed after rain events of 0.5 inches or greater in a 24-hour period for the lifetime of the permanent stormwater control measures and at a minimum of twice per year (April 1st and Nov 1st). Inspections and maintenance should be performed as described below within this section. 1. I II Isp el. tlal ll Overall Site Inspection The overall site, embankments, vegetation and stormwater conveyance system components including water quality units, outlet pipes, 4' deep catch basin sumps, culverts and swales should be inspected after every major rain event of 0.5 inch or greater in a 24-hour period for the lifetime of the permanent stormwater control measures and twice per year (April 1st and Nov 1st). A rain gauge should be installed and permanently maintained at the site. The inspections should include but are not limited to: 1. Density and condition of vegetation and ground cover. 2. Erosion, differential settlement or cracking of embankment. 3. Bulging or sliding of toe of embankments. 4. Sedimentation of on -site or downstream water bodies. 5. Sedimentation of culverts or swales. 6. Sedimentation of lawn areas, paved areas, water quality unit outlets or catch basin sumps. Parking Area Surface Cleaning - All paved parking areas shall be swept annually between April 1st and July 1st. 7. Accumulation of pollutants, including oils or grease in water quality units and outlet structure sumps. 8. Damage or fatigue of storm sewer structures or associated components. 9. Accumulation of sediment and debris at paved catch basin grates. All basin rim areas and sumps shall be kept clear of sediment, trash, and debris. All catch basins shall he 'none^+nA annually ke+my an AAtiv let nnrrll CPn+PmhPr 1.ith rind CIIPYTnq Shnll he .lw. vc il.ol✓cVwV V.n.VV"y 7 r,.......... .r._ cleaned when the depth of accumulated material exceeds 1 foot. 10. Rip -Rap outlet protection areas should be inspected at least semi-annually and after substantial rainfall events. These areas shall be cleared of all sediment deposits and invasive plant species. Damage and deterioration of the areas shall be repaired immediately. Stormwater Basin/ Water Quality Practice Inspection Stormwater management basins and other water quality practices and all associated features such as spillways, inlets, outlets, forebays and rip rap filter berms should be inspected after every major rain event of 0.5 inch or greater in a 24-hour period for the lifetime of the permanent stormwater control measures and twice per year (April 1st and Nov 1st). Inspections should include but are not limited to: 1. Density and condition of vegetation and ground cover. 2. All features of the basin should be clear of brush and tree growth. 3. Erosion, differential settlement or cracking of basin embankments. 4. Bulging or sliding of toe of embankments. 5. Presence of animal burrows. 6. Evidence of clogging or sedimentation at inlets or outlets, including paved leak -offs. 7. Erosion or sedimentation of the extended flow path through the detention basin. 8. Spillways should be inspected for structural integrity. I 9. Spillways should be clear of obstr uctions. 1n I I + FI + '^ran ohn..lA he inonectvU fnr .ce-ruir anti rriislnr1nnri ofr)n PC rind Iv. line"/ vuueL r 1FI VN o..vu.V vV tip, y� obstructions should be removed. These areas should be inspected at least semi-annually and after substantial rainfall events. These areas shall be cleared of all sediment deposits and invasive plant species. Damage and deterioration of the areas shall be repaired immediately. 11. Accumulation of sediments at inlets, outlets, silt traps, and catch basin grates. All basin rim areas and sumps shall be kept clear of sediment, trash, and debris. All catch basins shall be inspected annually between May 1st and September 15th and sumps shall be cleaned when the depth of accumulated material exceeds 1 foot. MINIMUM W TOP WIDTH (-WEIR CREST 1' MIN. } Vd =DRY = STORAGE 2 OR FLATTER PERVIOUS STONE 4' MAX. 1 (SEE NOTES 1 DIKE 2 OR TIER & 2) 1 H (5' MAX.) STRIPPED GROUND Vw = WET STORAGE _-III-III-III-I I i-III-III-III I 1 = 3' MAX. I ORIGINAL I 1.5 OR FLATTER GROUND ELEVATION -III-III-I 1 TOP WIDTH VS. HEIGHT H = HEIGHT OF EMBANKMENT NOTES W = TOP WIDTH OF EMBANKMENT 1. PERVIOUS STONE DIKE SHALL BE CONSTRUCTED OF CT DOT MODIFIED RIPRAP WITH #3 STONE ON FACE. H ft. W ft. 2. NON -OVERFLOW PORTIONS AND ABUTMENTS OF 1.5 2.0 TEMPORARY SEDIMENT TRAPS MAY BE CONSTRUCTED 2.0 2.0 OR COMPACTED EARTHFILL. 2.5 3.0 2.5 2.5 3. SEDIMENT TRAP SHALL HAVE A STORAGE VOLUME OF 134 CUBIC YARDS PER CONTRIBUTING DRAINAGE AREA, 3.5 3.0 HALF OF WHICH SHALL BE IN THE FORM OF WET 4.0 3.0 STORAGE VOLUME. 4.5 4.0 5.0 4.5 IT TRAP DE- 1.2 Maintenance Overall Site Maintenance Maintaining vegetative and structural measures for soil protection is necessary to keep the storm water system functioning properly. Maintenance should occur after every major rain event of 0.5 inch or greater in a 24-hour period for the lifetime of the permanent stormwater control measures and twice per year (April 1st and Nov 1st), and should include but is not limited to: Seasonal Maintenance! 1. Vegetated areas should be maintained to promote vigorous and dense growth. Lawn areas should be mowed at least three times a year but may require more frequent mowings depending on the growth rate. 2. Accumulation of litter and debris should be removed during each mowing or sweep operation. Parking Area Surface Cleaning - All paved parking areas shall be swept annually between April 1st and July 1st. 3. Structural components of the storm sewer system such as culverts, water quality units, underground detention system and outlet structures (including sumps) which require repair or replacement should be addressed immediately following identification. All basin rim areas and sumps shall be kept clear of sediment, trash, and debris. All catch basins shall be inspected annually between May -1st and September 15th and sumps shall be cleaned when the depth of accumulated material exceeds 1 foot. Outlet control structures shall be inspected annually between May 1st and September 15th. Debris and sediment within the structures shall be removed annually. 4. Swale and drainageway maintenance will include periodic mowing, occasional spot reseeding and weed control. Weeds and woody plants should be eradicated or cut back since they reduce the efficiency of the drainageway. 5. Rip rap outlet protection that show signs of scour should be repaired. Weed L._.._L. ...1 L. -4. J.L,4 T e1. JVUI.controlled as iec.CU.eJc areas UFU7fl groWLfl UL Lill-, inlets nJ u1t IIU uU UI should be inspected at least semi-annually and after substantial rainfall events. These areas shall be cleared of all sediment deposits and invasive plant species. Damage and deterioration of the areas shall be repaired immediately. Winter Maintenance 1. Remove snow and ice from catch basin grates, basin inlet and outlet structures and away from culveirt end sections. 2. Snow removed from paved areas should not be piled at inlets/outlets of the storm water managelmen t basin or on the catch basin nnrates. 3. Use of deicing materials should be limited to sand and environmentally friendly chemical products. Use of salt mixtures should be kept to a minimum. 4. Sand used for deicing should be clean, course material free of fines, silt, and clay. 5. Materials used for deicing should be removed during the early spring by sweeping and/or vacuuming. Parking Area Surface Cleaning - All paved parking areas shall be swept annually between April 1st and July 1st. Stormwater Managerrlent/Water Quality Maintenance I. Side slope, ernUU11KFIIefIt7, Inlet$ UIIU VVCr 1lVw 8p111wUUyS shoUIU UU lilvvvev Ut 1eU0L three times a year but may require more frequent mowings depending on the growth rate. 2. Trees and shrubs should be removed at the inlets and outlets. 3. Accumulation of litter and debris should be removed during each mowing or sweep operation. Parking Area Surface Cleaning - All paved parking areas shall be swept annually between April 1st and July 1st. I 4. Structural components of the basin which require repair or replacement should hP nvlrirassPri immPdintely fnllnwing irien+ificntinn, 5. Optimum operation of the stormwater management basins is dependent on storage capacity, inflow and sediment load. Basins and forebays should be monitored periodically for sediment accumulation. Sediments should be removed when capacity has been reduced by 10%, inlets/outlets become clogged or restricted, or when 6 inches has accumulated. When sediment removal is required, original grades should be restored as shown on the Construction Plans. Outlet control structures shall be inspected annually between May 1st and September 15th. Debris and sediment within the structures shall be removed annually. 6. Optimum operation of the underground infiltration units is dependent on storage capacity, inflow and sediment load. The outlet structure should be monitored periodically for sediment and or debris accumulation. Sediments and debris should be remover) from +hP n11+IP+ c+nlr+Ilrp immPriin+Plv unnn insnArtion nS the Structure controls the rate of release from the system. 7. The water quality units should be maintained by manufacturer's specifications after construction is complete, when the site has reached a full uniform, perennial vegetative cover. The water quality units should also be maintained twice a year (April 1st and Nov 1st) per manufacturer's specifications; which typically involves measurements of sludge depth with a "sludge judge" followed by removal with a "vac -truck". These maintenance measures are to be performed at the Land Owners expense. A r�_•I1... _.._ L__..I JI L._ 1____J L L_.-.1._....LIVI, a. �pinways snoula ue cleureu al oUJU UGL�VIIA. 9. Inlet / outlet riprap damage due to scour and sedimentation should be repaired. These areas should Ibe inspected at least semi-annually and after substantial rainfall events. These areas shall be cleared of all sediment deposits and invasive plant species. Damage and deterioration of the areas shall be repaired immediately. INSTALL TEMPORARY EROSION CONTROL . BLANKET TENSAR NORTH AMERICAN GREEN ERONET S75 OR APPROVED EQUAL ON EMBANKMENT AND TOP OF SLOPE �- INSTALL 12" HDPE RISER AND OUTLET INSTALL r'IL ILK FfiBRI(. EIV VELUPE PIPE WITH (3) 1'-- HOLES SPACED 3'" AROUND RISER PIPE. TOP OF PIPE APART AROUND PIPE AT 1' SHALL BE 1 FOOT BELOW TOP OF INCREMENTS FROM TRAP BOTTOM. SEDIMENT TRAP EMBANKMENT INSTALL GRATE AT TOP OF PIPE 1' BELOW TOP OF EMBANKMENT CRUSHED STONE FIL TER 0 0 0 ffi,h�t" o 0 o o BOTTOM OF TEMPORARY-*' SEE GU PLAN FOR SEDIMENT TRAP SEE GU INVERT ELEVATION PLAN FOR ELEVATION RARY SEDIM TnP nF EMBANKMENT (SEE GU PLAN) OUTLET PIPE REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19119 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0089 N Phase 2 of 5 4j Ul .n U U J J 00 N D J-- H rn to M M m s E .0 e y p U ID 0 c� y CO OD °0O E 4) Oo v v •� y I .6b C W C UU �U J 0 M Ul )h-K PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SEDIMENTATION/ EROSION CONTROL DETAILS DATE 11 /2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. PROPOSED LAYOUT (WEST SYSTEM) 0i106? a z a N fN r` N N D 0 0 U N m i N 3 E 0- U M C1 X N M N j L O :2J CONCRETE COLLAR PAVEMENT CONCRETE SL 8" MIN THICKN FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP* INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 18"MIN PROPOSED LAYOUT (EAST SYSTEM) 20 STORMTECH SC-740 CHAMBERS 4 STORMTECH SC-740 END CAPS 6 STONE ABOVE (In) 6 S I ONE BELOW (in) 40 %STONE VOID 909 SYSTEM AREA (ft-) 187 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS (EAST SYSTEM) 318.25 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 312.25 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 311.75 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 311.75 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 311.75 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 310.75 TOP OF STONE 310.25 TOP OF SC-740 CHAMBER 308.50 _ 15" TOP MANIFOLD INVERT 307 88 15" BOTTOM MANIFOLD INVERT 307.76 24" ISOLATOR ROW CONNECTION INVERT - 307.75 BOTTOM OF SC-740 CHAMBER 307.25 BOTTOM OF STONE PROPOSED STRUCTURE MAXIMUM INLET FLOW 5.6 CFS (DESIGN BY ENGINEER A PROVIDED BY OTHERS) L-+7 9 STORMTECH SC-740 CHAMBERS 6 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) do "i STONE VOID 485 SYSTEM AREA (ftz) 93 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS (WEST SYSTEM) 325.35 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 319.35 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 318.85 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 318.85 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 318.85 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 317.85 TOP OF STONE 317.35 TOP OF SC-740 CHAMBER 314.86 24" BOTTOM MANIFOLD INVERT 314.86 24" ISOLATOR ROW CONNECTION INVERT 314.85 BOTTOM OF SC-740 CHAMBER 314.35 BOTTOM OF STONE PROPOSED LAYOUT (EAST SYSTEM) 15 STORMTECH SC-740 CHAMBERS 6 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 741 SYSTEM AREA (ftz) 126 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS (EAST SYSTEM) 324.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 318.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 317.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 317.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 317.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 316.50 TOP OF STONE 316.00 TOP OF SC-740 CHAMBER 314.25 15" TOP MANIFOLD INVERT • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. PROPOSED STRUCTURE WfWEIR AA A V111AI IAA IAIILET CI nIA/ Ca r`CC IVIMIIVIVIYI IIVLI LVVY V.V VI V (DESIGN BY ENGINEER / PROVIDED BY OTHERS) I 24" PREFABRICATED END CAP, PART# SC740EPE24B TYP OF ALL SC-740 24" CONNECTIONS AND ISOLATOR ROWS D N-12 BOTTOM MANIFOLD 24" X 24 ADS INVERT 0.1" ABOVE CHAMBER BASE (SEE NOTES) ISOLATOR ROW (SEE DETAIL) INSPECTION PORT (TYP 6 PLACES) I kCE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN DTEX:TILE OVER BEDDING STONE AND UNDERNEATH CHAMBER _T FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS it 22.96' i 30.81' -� NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. A, ENGINEEO AAI IG�T DE\/IE1A/ EI E\/A TIlIAIC AAII'1 IC AIEl•ECCAMV All II ICT /�OAfIIAI/� Tll EAICI IOC TUC /"UAWAQCO loll\/CO �El1111OCAACAITC ADC AAET " THE SITE C UESIGIV CIVVIIVEER IVIVJ 1 RCVIGVV GLC VI'\IIVIVV /'\IVU if IVCV GV Jf1f� i /1UJVJ 1 VI VIUIIYV 1 V GIY\JVRG 11.11� VI If11VIL1GR VV VCR RGI,(V IIl G1VILIV 1 V 11RG IVIL 1. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. • THIS PLAN REFLECTS THE CHAMBER SYSTEM DESIGN BY THE SITE DESIGN ENGINEER USING STORMTECH COMPONENTS. THE SUITABILITY OF THE CHAMBER SYSTEM TO MEET ANY FUNCTIONAL REQUIREMENTS ARE THE RESPONSIBILITY OF THE SITE DESIGN ENGINEER. STORMTECH'S SCOPE OF'WORK IS LIMITED TO THE ASSEMBLED PRODUCT DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION. 313.63 15" BOTTOM MANIFOLD INVERT PROPOSED STRUCTURE 313.51 24" ISOLATOR ROW CONNECTION INVERT MAXIMUM INLET FLOW 5-6 CFS 313.50 BOTTOM OF SC-740 CHAMBER (DESIGN BY ENGINEER / PROVIDED BY OTHERS) 313.00 BOTTOM OF STONE r ISOLATOR ROW (SEE DETAIL) f f \\ i ,nyrn-- 24" PREFABRICATED END CAP, PART# SC740EPE24B ` TYP OF ALL SC-740 24" ISOLATOR ROWS 15" X 15" ADS N-12 TOP MANIFOLD -� INVERT 9" ABOVE CHAMBER BASE (SEE NOTES) NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. • THIS PLAN REFLECTS THE CHAMBER SYSTEM DESIGN BY THE SITE DESIGN ENGINEER USING STORMTECH COMPONENTS. THE SUITABILITY OF THE CHAMBER SYSTEM TO MEET ANY FUNCTIONAL REQUIREMENTS ARE THE RESPONSIBILITY OF THE SITE DESIGN ENGINEER STORMTECH'S SCOPE OF WORK IS LIMITED TO THE ASSEMBLED PRODUCT DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION. ISOLATOR ROW (SEE DETAIL) 24" PREFABRICATED# SC740EPE24B LL CAP, �OA80-74024SOLATOR ROWS J • ( I I • • I • CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG61P* SOLID COVER: 1299CGC* GRATE: 1299CGS 6" (150 mm) SDR35 PIPE SC-740 CHAMBER 15" X 15" ADS N-12 TOP MANIFOLD INVERT 9" ABOVE CHAMBER BASE (SEE NOTES) 15" X 15" ADS N-12 BOTTOM MANIFOLD INSPECTION PORT (TYP 10 PLACES) MAXIMUM OUTLET FLOW 2 7 CFS PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INUNE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS 8.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW 8.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS: RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE OPTIONAL 8' (2.4 m) MIN WIDE SC-740 INSPECTION STORMTECH HIGHLY CHAMBER PORT RECOMMENDS FLEXSTORM s.. y . , p,, W PURE INSERTS IN ANYJ''tt UPSTREAM STRUCTURES WITH OPEN GRATES 14 * THE PART# 2712AG61PKIT SUMP DEPTH TBD BY CAN BE USED TO ORDER ALL SITE DESIGN ENGINEER NECESSARY COMPONENTS (24" MIN RECOMMENDED) FOR A SOLID LID INSPECTION PORT INSTALLATION OSC-740 6" INSPECTION PORT DETAIL SCALE: N.T.S. CATCH BASIN OR MANHOLE 24" (600 mm) HDPE AC( PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART #: SC740EPE248 OSC-740 ISOLATOR ROW DETAIL 2 SCALE: N.T.S. 72.79 82.64' SC-740 END CAP ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS • 90.7" ACTUAL LENGTH I I INVERT 1.3" ABOVE CHAMBER BASE (SEE NOTES) \� o a as r i 1 85.4" INSTALLED LENGTH 1 Ca BUILD ROW IN THIS DIRECTION 1 7 -JUL tik)tIt-jj C F9F9 1& START \-OVERLAP NEXT END CHAMBER HERE (OVER SMALL CORRUGATION) ACCEPTS 4" (100 mm) SCH 40J PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 10" (250 mm) USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION » L �3� �45.9�" 51.0L 12.2" NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m-) MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 m') A 1, A 1, WEIGHT 75.0 Ibs. (33.6 kg) I *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS MB C STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PART # STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm) 10.9" (277 mm) 18.5" (470 mm) --- SC740EPE06B / SC740EPE06BPC --- 0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm) 12.2" (310 mm) 16.5" (419 mm) --- SC740EPE08B / SC740EPE086PC --- 0.6" (15 mm) SC740EPEIOT / SC740EPElOTPC 10" (250 mm) 13.4" (340 mm) 14.5" (368 mm) --- SC740EPE10B / SC740EPE106PC --- 0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm) 14.7" (373 mm) 12.5" (318 mm) --- SC740EPE12B / SC740EPE128PC --- 1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm) 18.4" (467 mm) 9.0" (229 mm) --- SC740EPE15B / SC740EPE158PC --- 1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm) 19.7" (500 mm) 5.0" (127 mm) --- SC740EPE18B / SC740EPE188PC --- 1.6" (41 mm) SC740EPE248• 24" (600 mm) 18.5" (470 mm) --- 1 0.1" (3 mm) INSPECTION PORT (TYP 6 PLACES) - 15" X 15" ADS N-12 BOTTOM MANIFOLD MAXIMUM OUTLET FLOW 2.7 CFS INVERT 1.3" ABOVE CHAMBER BASE (SEE NOTES) 10 zn LO PLACE MINIMUM 12.5' OF ADS GEOSYNITHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 37.19' 47.06' �w r. w."" w A� "r � w ■ w AC.(:tF' I AbLt I -ILL MA I t=KIAL,: STORMTECH SC-740 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION DENSITY CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS ANY SOIL/ROCK FROM THE TOP OF THE 'C' MATERIALS, NATIVE PREPARE PER SITE DESIGN LAYER TO THE BOTTOM OF SOILS, OR PER ENGINEER'S PLANS. PAVED D FLEXIBLE PAVEMENT OR ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE UNPAVED FINISHED GRADE CHECK PLANS FOR STRINGENT MATERIAL AND ABOVE. ir)TE TWAT D,A%X"KAEN!IT Ci(iBGPADE PPFPAPATIr1N PF'nI IIPFAAFNITS. PAVEMENT SUBBASE MAY REQUIREMENTS. BE PART OF THE 'D' LAYER BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER INITIAL FILL: FILL MATERIAL GRANULAR THE CHAMBERS IS REACHED. FOR LAYER 'C' STARTS WELL -GRADED AASHTO M145' COMPACT ADDITIONAL LAYERS IN FROM THE TOP OF THE SOIL/AGGREGATE A-1, A-2-4, A-3 6" (150 mm) MAX LIFTS TO A EMBEDMENT STONE ('B' MIXTURES, <35% MIN. 95% PROCTOR DENSITY FOR LAYER) TO 18" (450 mm) FINESAGGREGATE. PROCESSED OR WELL GRADED MATERIAL AND C ABOVE THE TOP OF THE AASHTO M43' 95% RELATIVE DENSITY FOR CHAMBER. NOTE THAT GAnC"r nA\/CEACAIT 3 35� A 467 PROCESSED AGGREGATE PAVEMENT SUBBASE MAY '"wI I-/lv�IVICIV I SUBBASE MATERIALS 56, 57, 6, 67, 68, 7, MATERIALS. ROLLER GROSS BE A PART OF THE 'C' /4N BE USED IN LIE 78, 8, 89, 9, 10 VEHICLE WEIGHT NOT TO EXCEED LAYER. OF THIS LAYER. 12,000 Ibs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs (89 kN). LMULUMENT SIUNE: FILL SURROUNDING THE AASHTO M43' B CHAMBERS FROM THE CLEAN, CRUSHED, 31 357, 4, 467, 5, NO COMPACTION REQUIRED. FOUNDATION STONE ('A' ANGULAR STONE 56, 57 LAYER) TO THE 'C' LAYER ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS FROM CLEAN, CRUSHED, AASHTO M43' PLATE COMPACT OR ROLL TO A THE SUBGRADE UP TO THE ANGULAR STONE 3, 357, 4, 467, 5, ACHIEVE A FLAT SURFACE. 2 1 FOOT (BOTTOM) OF THE 56, 57 1 CHAMBER. 1 I 1 1 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLAITED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEX11LE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE w►wi (SEE NOTE 6)t EXCAVATION WALL (CAN BE SLOPED OR " VERTICAL) I' 12" MIN I ` SC-7dW - END CAP *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). rPAVEMENT LAYER (DESIGNED BY SITE I DESIGN ENGINEER) �12„ MIN TYP SUBGRADE SOILS (SEE NOTE 4) 6» 18 8 DEPTH OF STONE TO * AX BE DETERMINED BY SITE DESIGN ENGINEER 6"MIN NOTES: 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. INFORMATION CONTACT STORMTECH AT 1-888-892-2694. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP AND SLOPED EXCAVATION WALLS. APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB 6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED SO THAT THE FITTING SITS LEVEL. GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF NOTE: ALL DIMENSIONS ARE NOMINAL LAYER 'C' OR 'D' AT THE SITE' DESIGN ENGINEER'S DISCRETION. OSC-740 TECHNICAL SPECIFICATIONS DETAIL 3 SCALE: N.T.S. OADS S-FORMTECH SC-740 CHAMBER DETAIL SCALE: 1/8" = 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N Phase 2 of 5 W 17- 1� %0 U U ci ci h N a N N N In Ln c �L In E �p 'p ? -0C > > 2 = "'-o-U J 10 U W C N », p J J E C y J d U C yCj y 4 Ce � L a a Nx�tt1tU 11 NlAA� GO N&, c. Q a , �p No.213 Q /= ��AAA111IIttttt` MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ADS STORMTECH DETAILS DATE 11/2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C5o6 00 N n z 3 E N a a CL m LO 0 i 0 ALUMINUM EDGE RESTRAINT (SEE SPECS.) SWEEP/FILL JOINTS WITH MASONS SAND, MORTAR MIX. 1" SAND SETTING BED CONCRETE PAVERS 1Y2" STONE DUST BASE a a a a COMPACTED CRUSHED GRAVEL SUBBASE -I I -III —I I I I I I I I III COMPACTED SUBGRADE — III I—IElIEd 6 CONCRETE PAVERS SCALE: 1-1 2 =1 —0 3" END POST TYP. 3'-5" F WITH DOMED CAP ADA COMPLIANT CLOSER/HINGE (SEE SPECS.) _ } PAUULt UYtKA4tU GATt LATCH WITH LEVER ON OUTER SIDE. NO LOCK x CYLINDER PROVIDED. (SEE SPECS.) x x _ PASSIVE B(RREI. HtNGE,,�f �M `X SEE LAYOUT PLANS FOR ARRANGEMENT PROVIDE CANE BOLT AND KEEP. OF GATE LEAVES LEFT OR RIGHT HANDED. PROVIDE ACCORDING SLEEVE TO DROP CANE BOLT TO HOLD GATE IN OPEN POSITION. SINGLE CHAIN LINK GATE 7 SCALE: 3 4 =1 —0 SEE LAYOUT PLANS FOR ARRANGEMENT GATE VL Vf11YL UVLI ACCORDING MY E Vll OF GATE LEAVES LEFT OR RIGHT HANDED. GATE LEAF. PROVIDE ACCORDING SLEEVE TO DROP CANE BOLT TO HOLD GATES IN OPEN POSITION. (��DOLE CHAINLINK GATE UB LE: 3 4 =1 —0 4,000 PSI CONC. FOUNDATION 4" DIA, GALV. STEEL 1 SCHED. 40 CENTER POST I1 1 i WWF CAGE IN BOLLARD - PLAN VIEW 2"R BULLNOSE EDGE FULL AROUND BOLLARD CAST STONE BOLLARD TO MATCH BUILDING PRECAST I- ' COLOR AND TEXTURE CAST OPENING FOR STEEL CENTER POST. FINISH GRADE-1----;'- PROVIDE GALV. STEEL SHIMS AS NEEDED TO SET BOLLARDS I° 1 PLUMB ON SLOPING SURFACE. i �° °� �, I , I CAULK EXPOSED JOINTS WITH I ' - ' JOINT FILLER. I �; N 1 I 1 4 DIA. GALV. STEEL ° `I SCHED. 40 CENTER POST (CAST INTO FOUNDATION) 4,000 PSI CONC. FOUNDATION -�—' Ai ° I �.� I 1'-2" SECTION/ELEVATION CAST STONE BOLLARD 9 SCALE: 1 =1 —0 FLUSH MOUNTED UPLIGHT I SCALE: 1-1 2 =1 —0 i„ min nncT TVO LANDSCAPE PLANTER AREA 4Y„ }� 2'-5%" 40' HT. ALUM. FLAGPOLE (7" BUTT DIAMETER) ALUM. POLE COLLAR CAST STONE CAP ON PLANTER WALL (SEE DETAIL 1/C5.7) — — I IM / DI"RTED `'I A1V.� d � GALV. STEEL TUBE 1II I FOUNDATION SLEEVE d 411 dI 1IIIWI rnkJDArrrn CAAIn IYII l�LCLOJ JLR1GYVA n�U IfIL V10V�.' ° d / d d d Id 3,500 PSI CONCRETE I ° FOUNDATION T .41 6X6 W2.OxW2.0 d 00 PLANTER WALL BEYONDp CENTERING °STEEL ° WEDGES (TOP AND BOTTOM) STEEL BASE PLATE ° 12" DIAMETER ° n e- COMPACTED CRUSHED GRAVEL COMPACTED SUBGRADE LIGHTNING GROUND SPIKE SECTION DETAIL 4 FLAGPOLE FOUNDATION SCALE: 3 4 =17 0 4"x4" REDWOOD CORNER POSTS REDWOOD CORNER SEAT TYP. EACH CORNER UU 1 FRnvM 2"x l D". SET FLUSH I V SIUCS VF PLAN I CR DVX AIVU SECURE TO RAILS WITH 5 #X GALV. STEEL WOOD SCREWS. (OPTION TO USE 2" X 8" TIMBER FOR SMALLER SEAT DEPTH) 8' OR 20' PER PLAN ................... ................... Milo, • ■■■■■■■■■■■■■■■■■■■rii m 8' BOX: 2'-8" 8' BOX: 2'-8" 20' BOX:2'-10" 20' BOX: 2'-10" —2"x10" REDWOOD SIDE RAILS (3 VERTICALLY STACKED). SECURE TO POSTS WITH 3 #X GALV. STEEL WOOD SCREWS EACH. —1j" DIA. x 10" LENGTH PVC PIPE SLEEVES FOR OWNER PROVIDED COVER HOOPS. TYPICAL OF 6 EACH PLANTER. SEE SECTION/DETAIL PLAN VIEW REDWOOD CORNER SEAT TYP. EACH CORNER (CUT FROM 2"x10"). SEE PLAN DETAIL. — — — CV 2"x10" REDWOOD SIDE RAILS (3) SECURE STTEELO STS WOOD SCREWS EACH. NTH 3 A GALV. 4"x4" REDWOOD CORNER POSTS 1 FILTER FABRIC AT BOTTOM OF PLANTING 7 SOIL MIX. WRAP 2" UP EACH SIDE RAIL;\�� \� AND STAPLE AT 6" SPACING. FIXTURE "SJ" (FLAG UPLIGHT; SEE SE1.1) Y4" x 8" GALV. STEEL EDGING FINAL GRADE LANDSCAPE SOIL X' CRUSHED STONE CONDUIT COMPACTED SUBGRADE f 8' BOX: 1'-4" 20' BOX: 1'-6" —1;" DIA. x 10" LENGTH PVC PIPE SLEEVES FOR OWNER PROVIDED COVER HOOPS. TYPICAL OF 6 EACH PLANTER. SECURE TO RAILS WITH 2 GALV. STEEL SEMICIRCULAR BRACKETS. —TOP OF SIDE RAIL BEYOND SURFACE OF PLANTING SOIL 2" BELOW TOP OF RAIL C-4 �0\<� 0\V/\<//\0j -I I� I II III III I— SUBRADE SOILS — DO NOT OVER COMPACT! 3/" CRUSHED GRAVEL DRAINAGE COURSE SECTION A —Al rr �� rr �� DIA. x 6' LENGTH PVC HOOPS (BY OWNER) FOR TENTING WITH PLASTIC TENT OR MESH MATERIALS (BY GARDENER). TYPICAL OF 3 EACH PLANTER. I . r\01\/x' /\//\ 0- 1" DIA. x 10" LENGTH PVC PIPE SLEEVES FOR OWNER PROVIDED COVER HOOPS. TYPICAL OF 6 EACH PLANTER. SEE TYPICAL SECTION DETAIL. FINISH GRADE OUTSIDE PLANTER. PITCH ALONG SHORT SIDES AT 2% TYPICAL. SET BOTTOM OF RAIL ON LOW SIDE OF PLANTER AT FINISH GRADE \ I V 2 RAISED WOODEN PLANTER 5 SCALE: 1%3 PLANTER WALL (SEE DETAIL 1/C5.7) GROUND MOUNTED (IN PLANTER) LED UPLIGHTS (TYP. OF 3; SEE SHEET SE1.1 AND X/C5.7) BACK OF BRICK SHELF BELOW FACE OF BRICK BELOW 3,500 PSI CONCRETE FOUNDATION (CAST STONE CAP TO MATCH WALL — SEE SECTION) FLAGPOLE (WITH ALUM. BASE COVER) 'SEE SECTION THIS DETAIL 9" DIA. CIRCLE AT CENTER OF CAP STEEL POLE COVER ABOVE JOINTS IN CAST STONE CAP PLAN DETAIL BRICK VENT ® 24" O.C. .I>_2,> X/C50XT&SPEC) CAP (SEE DETAIL ' FACE BRICK AND PATTERN pno • i.5"R TO MATCH NEW BUILDING r— FIN. GRADE PROVIDE MASONRY ANCHORS N ,"—SILL ELEVATION AT 16" O.C. MAXIMUM. _ -�-r� io STAINLESS STEEL FLASHING \�\�/\PLANTING SOIL OR TOPSOIL/LAWN EXPANSION JOINT & JOINT SEALANT —I (_—_— FINISH GRADE I' I I I-1 11=1 I I=1 CONC. WALK — — — SET FINISHED GRADE ADJACENT PAVEMENT FLUSH TO TOP OF CURB I —I I I 1 I IE I I— _ _°d -11 I-11 I7-11 I 4�" 17 Y8 I I I I I I 1-1 I #4 STEEL BARS ) --� W-rv- 1 - I I zCLEAR12 O.C. HURIZ. ° ##4 STEEL BARS =1 I 1 III=1 I I 12" O.C. HORIZ. _ #4 STEEL BARS 1111111111111 12» O.C. VERT. I �—I I 1-1 ,� 3,500 PSI CONCRETE 'I11�11111 a I 1 V-0.'.' L ' 1'-0" Q 4 d -1 I-1 I III-1 I I=1 I 3 --0IY-1„ COMPACTED SUBGRADE COMPACTED CRUSHED GRAVEL BASE — CAST STONE (COLOR & FINISH TO MATCH ARCHITECTURAL UNITS) SUBMIT SHOP DRAWINGS FOR UNIT LAYOUTS ALL WALLS. 1 /8"/V-0" H.P. 1 /8"/1'—O" 4- --i--- �HIM 1 I I I 1" REQUIRED �; I FACE OF WALL STAINLESS STEEL FLASHING BELOW iTH HEMMED DRIP EDGE WITH SEALANT BELOW. SEAL AT PIN SCALE: 3"=1'—O" PENETRATIONS. Y_' x3" STAINLESS STEEL PINS (z HER CAP UNIT) I MASONRY SEAT WALL SCALE: 1 =1 —0 NOTE: SEE PLAN SHEETS C2.1 AND C2.2 FOR INTEGRATED SIDE FLARES. 4,000 PSI CONCRETE RAMP WITH HAUNCH, STIFF BROOM FINISH 4,000 PSI CONCRETE CIP CURB PERPENDICULAR TO THE �cc� n�T 1.4 /r� 1 DIRECTION OF THE RAMP .JLL VLI. 1J/VV.I 6" 6' HAUNCH AT BOTTOM OF RAMP AND LOWER EDGE OF SIDE FLARES + ++ ++. 4. a 4° +: P '+•'— ENGINEERED WOOD FIBER PLAY SURFACE (PHASE 3 CONSTRUCTION; C) + SEE DET.13/C5.1) 4 44+.,-+ 0 0 0 0 0 0 0 0 0 0 �10 + + d PROVIDE PREPARED SUBGRADE FOR WOOD FIBER SURFACING 0 0 0 0 0 0 0 0 0 0 0 0 0 /nnnnrccrn AnnOrn ATr M ACr\ `t RvUL33LU AVVRLVA IL DA3L) �—COMPACTED SUBGRADE 6" 6„ 6" 4" WOOD FIBER PLAYGROUND CONC. RAMP k L C(:A�r 1r nrr Tnn nAII 3" O.D. LINE 4" O.D. CORNER POST TYP. POST TYP. EAR PANEL �3.00- ilk, /�4" O.D. END \ r/ POST TYP. PLAN VIEW: 3 BASEBALL BACKSTOP SCALE: 1 8 =1 —0 REVISIONS CONFORMED SET MARCH 22, 2019 S I A I E PI=KUJE(: I NU. 132-0089 N Phase 2 of 5 W ;-- 1� z 'O 2 U c3 ci {N a- � c c U CO N C! eeZ L N r m V uA N cn y ate, !n E \O �0 i i v N c J J( N Q _ , � 0 y 22O V SS V c V u- N C 2 O S d N> C N w c U J > +�i w J U J U O c O _ OO G c w i a� v Xv V GO IVY MO�'•i p "y z i� 10NfilA'���' MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE DETAILS DATE 11 /2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C5*7 `o 9, z M3 CL 3 LO N r N W N U M N O) X a M N j T O � J N N 0 N L E z U a) O d Z CL REVISIONS 1 2" POST LOOP CAP CONFORMED SET 1 W" DIA. TOP RAIL MARCH 22, 2019 6' MAX SPACING 3" DOMED POST CAP 1 2/19/19 BID SUPPLEMENT I 711 3" DIA. C.L. FENCE END/CORNER POST 2" DIA. C.L. FENCE LINE POST %" TENSION BAR TENSION BAND TYP. VINYL FUSED C.L. FENCE FABRIC (KNURLED EDGES TOP & BOTTOM OF FABRIC) 1%" RAIL END CUP Ix BRACE BAND TYP.--4x,, STATE PROJECT NO. 15/8" DIA. BOTTOM RAIL 132-0089 N Phase 2 of 5 TY'P. C.L. FENCE PANEL & POSTS SCALE: 3 4 =1 —0 Q 2" DIA. TYP. C.L. FENCE LINE O POST 3" DIA. TYP. C.L. FENCE END & O CORNER POST I I C.I.P. GALV. STEEL PIPE SLEEVE (EPDXY GROUT AROUND POST) BIT. CONC. PAVED I I PLAY SURFACE (REFER TO GRADING PLAN FOR I z FI FVATI(1NC1 ►. I o 4 uj 4,000 PSI C.I.P. CONC. WALL I I o0 m 4 WITH FINISHED EXPOSED FACE w (REFER TO STRUCTURAL OO�OO�C DRAWINGS) ASPHALT FIRE LANE (REFER TO GRADING PLAN FOR ELEVATIONS) ° a h ALIGN FENCELINE WITH O ADJACENT FENCELINE W a IN C.I.P. CURBING � w ° al oa oa Z 1 o w z C.L. FENCE/GUARD ON C.I.P. RET. WALL 2 SCALE. O 1 y,, x \ �M/V\, N . x �} v T � �X Y N GALV. C.L. TENSION WIRE 4„ ~ - C.I.P. CONC. SITEWALL ANCHOR BOTTOM RAIL N, INTO WALL a a t a C.I.P. CONC. CURB 41 ^ .o u e a N O7 U u < I N ' J c c e CO N a� d L' a e 2' r c to = N c c u c o a N %O �O i v N c e > H C F 3 do F. LL N O O y> C.L. FENCE TRANSITION CURB SET TO WALL SET w U s L CR U U O O SCALE: 3 4 =1 —0 — 25�m yd L U If' Q d N U 'O pC J CONNFc,, ► !` p� iA G _ to .:z MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE DETAILS DATE 11 /2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C 5.8 E - PLANT LIST: W Nd W o: Ld w J N w V) � Q LJ a.6 CODE Q BOTANICAL NAME COMMON NAME ROOT SIZE SIZE COMMENTS INSTALLED I MATURE AGA 44 AMEL. x GRAND. 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERMCEBERRY B&B 7-8' ht. 20' ht. Clump Form ACE P ACER CAMPESTRE HEDGE MAPLE \ B&B 2-2.5" cal. 30' ht. Low Branching ARR /8 ACER RUBRUM 'RED SUNSET' RED SUNSET RED MAPLE I B&B 2-2.5" cal. 40' ht. Upright ovcl crown ARF 3 ACER RUBRUM 'AUTUMN FLAME' AUTUMN FLAME RED MAPLE I B&B 2-2.5" cal. 40' ht.` Rounded crown ARO 2 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE B&B 2-2.5" cal. 40' ht. Broad oval crown ASF 4 ACER SACCHARUM 'FLAX HILL' FLAX HILL MAJESTY SUGAR MAPLE B&B 2.5-3" cal. 50' Ovate crown ASG 1 ACER SACCHARUM 'GREEN MOUNTAIN' GREEN MOUNTAIN SUGAR MAPLE B&B 3.5-4" cal. 55' ht. Upright oval crown BND/ 6 BETULA NIGRA 'DURA HEAT' DURAHEAT RIVER BIRCH B&B 8-10' ht. 30-40' ht. Multi -stem; Low Branched GTM 8 GLEDITSIA T. INERMIS 'SHADEMASTER' SHADEMASTER HONEYLOCUST I B&B 2.5-3" cal. 60' ht. GT 2 GLEDITSIA T. INERMIS 'SKYLINE' SKYLINE HONEYLOCUST B&B 2.5-3" cal. 50' ht. M L 10 MALUS 'SPRING SNOW SPRING SNOW CRABAPPLE B&B 2.5-3" cal. 25' ht. Note: non -fruiting P N 6 PRUNUS CERISIFERA 'NEWPORT' NEWPORT PURPLE LEAF PLUM B&B 2-2.5" cal. 15'x2O' ht. Pale Pink Bloom SP 2 PRUNUS SUB. 'PENDULA' WEEPING HIGAN CHERRY B&B 3.5-4" cal. 20-25' ht. Pink -White bloom April -May / CG 1 TILIA CORDATA 'GREENSPIRE' GREENSPIRE LINDEN &B 3.5-4" cal. 40' ht. JVE 13 JUNIPERUS VIRG. 'EMERALD SENTINEL' EMERALD SENTINEL EASTERN RED CEDAR B B 7-8' HT. 151x4O' ht. TON 26 THUJA OCCIDENTALIS 'NIGRA' DARK AMERICAN ARBORVITAE 6-8' HT. 5-8'x20-25' 18 THUJA PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE -B&B B&B 7-8' HT. 40' AKM 3 AZALEA x 'MOTHER'S DAY' MOTHER'S DAY (KURUME) AZALEA CON . #3 2-3' ht. Rose Red Bloom CAV 8 CLETHRA ALNIFOLIA 'VANILLA SPICE' VANILLA SUMMERSWEET CON . 24-30" ht. 3-4' ht. FGA 5 FOTHERGILLA GARDENII 'APPALACHIA' DWARF FOTHERGILLA CON #3 2-3' ht. IGD 6 ILEX GLABRA 'DENSA' INKBERRY CONT.I 24-30" ht. 3-4' ht. Compact JCS 7 JUNIPERUS CHINENSIS 'SEAGREEN' SEAGREEN JUNIPER CONT. I 24" spd.min. 4-6' ht. JPN 5 JUNIPERUS PROCUMBENS 'NANA' JAPANESE GARDEN JUNIPE CONT. 18-24" spd. 12" ht. PAP 1 PICEA ABIES 'PUMILA' DWARF NORWAY SPRUCE B&B 30" min.ht. 3-4' ht. ANK 24 ASTER N.A. 'PROF. ANTON KIPPENBERG' PROF. ANTON KIPPENBERG A�TER CONT. #SP5 15-20" ht. 18" o.c.; Lav Blue; Sum -Fall GSR 12 GERANIUM 'ROZANNE' ROZANNE GERANIUM CONT. II #SP5 20-24" ht. 18" o.c.; Deep Blue; Ju-Oct. NA 30 NARCISSUS SPECIES DAFFODILS BULB TOP NN 7 NIPPONANTHEMUM NIPPONICUM MONTAUK DAISY CONT. #2 (2 Gal.) 30-36" ht. PAP 16 PENNISETUM ALOPCUROIDES 'PIGLET' PIGLET DWARF FOUNTAIN GRA CONT. #2 18" ht. 2' o.c. RFE 14 RUDBECKIA FUL. var. 'EARLY BIRD GOLD' EARLY BIRD GOLD Black Eyed usan CONT. #SP4 24" ht. 18" o.c.; Sp -Frost PLANTING NOTES: 1. THE LANDSCAPE PLAN AND DETAIL SHEET ARE FOR LANDSCAPING INFORMATIO ONLY. PLEASE REFER TO THE SITE LAYOUT PLAN, LIGHTING PLl N, GRADING PLA AND UTILITIES PLAN FOR ALL OTHER INFORMATION. 2. THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANTS, THE S, AND SHRUBSI SHALL BE HEALTHY AND FREE OF DISEASE FOR A PERIOD OF NE YEAR AFTER I SUBSTANTIAL COMPLETION AND ACCEPTANCE BY OWNER OR LANDSCAPEI ARCHITECT. CONTRACTOR SHALL REPLACE ANY DEAD OR UNHEA[ THY PLANTS AT CONTRACTOR'S EXPENSE. PLANT MATERIAL REPLACEMENTS SHALL BE GUARANTEED FOR ONE FULL YEAR FROM DATE OF REPLACEMENT. FINAL ACCEPTANCE SHALL BE MADE IF ALL PLANTS MEET THE GUARANTEE REQUIREMENTS INCLUDING MAINTENANCE. MAINTENANCE RESPONSIBILITIES INCLUDE CULTIVATIING, SPRAYING, WEEDING, WATERING, TIGHTENING GUYS, PRUNING; FERTILIZING, MULC ING, AND ANY I OTHER OPERATIONS NECESSARY TO MAINTAIN PLANT VIABILITY. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING AND CONTINUE UNTIL T E END OF THE I ONE YEAR GUARANTEE PERIOD. 3. THE CONTRACTOR SHALL SUPPLY ALL LABOR, PLANTS, AND ATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND LISTED IN THE PLANT SCHEDULE. IN THE EVENT OF A DISCREPANCY BETWEEN QUANTITIES SHOWN IN THE PLANT SCHEDULE AND THOSE REQUIRED BY THE DRAWINGS, THE LARGER SHALL APPLY. I 4. ALL SHRUB iviAssil"IGS SfUTALL BE IVIULIniHED T A UC-F IH ^vF 3". "ivNiiAL A1"ID I PERENNIAL BEDS SHALL BE MULCHED TO A DEPTH OF 2" WIT SHREDDED \HARDWOOD BARK MULCH. NO PLANT SHALL BE PLACED IN THE GROUND BEFORE ROUGH GRADINQ HAS BEEN COMPLETED AND APPROVED BY ENGINEER. STAKING THE LOCATION OFI ALL TREES \ AND SHRUBS SHALL BE COMPLETED PRIOR TO PLANTING FOR APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT. STAKING OF THE INSTALLED THE MUST BE COMPLETED THE SAME DAY AS IT IS INSTALLED. ALL TREES SHALL BE TAKED OR I UYED PER DETAIL. SEE SHEET L2.1 FOR PLANTING DETAILS. j WL 61 START 6.. INATE PLANT MATERIAL LOCATIONS WITH SITE UTILITIES. SEE SIT LAYOUT, AND UTILITY DRAWINGS FOR STORM, SANITARY AND WATER L NES. SEE G PLAN FOR ELECTRICAL AND LIGHTING LAYOUT AND DETAIL UTILITY L NS ARE APPROXIMATE. EXERCISE CARE WHEN DIGGING IN AREAS OF OT IAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILTI�S. THE WL 6 RACTOR IS RESPONSIBLE FOR ANY DAMAGE DUE TO CONT ACTOR'S / NE LIGENCE AND SHALL REPLACE OR REPAIR ANY DAMAGE AT CONT ACTOR'S I EXP SE. I 7. LANDS PE PLANTING PITS MUST BE FREE DRAINING. PAVEMENT, CO PACTED SUBGRA\ E, AND BLASTED ROCK SHALL BE REMOVED FROM WITHIN RAFFIC ISLA`iVC?S TO BE LANDSCAPED TO A DEPTH OF 2' OR TO A GREATER D I IF SLQAND BY PLANTING TH DETAILS MODERATELYCOMPACTED SPEC IFICATIONS. OR REPLACE IWITHIN SANDYLOAM FREEI IFROM STONES A D RUBBISH 1" OR GREATER IN DIAMETER AND ANY OTHER MATERIAL HARM F= PLANT GROWTH AND DEVELOPMENT. PLANTING INSTALLATION WITHIN I / ISLAND LL BE AS DETAILED AND CONTAIN PLANTING MIX AS SPECIFIED. I / 8. PLANTIN g SO L MIXTURE FOR TREES AND SHRUBS: / - 1 PAR PEAT MOSS / TOP - 3 PARTS TOPSOIL ^ - FERTILIZER/LIME (APPLY AS RECOMMENDED BY SOIL ANALYSIS) I ;,SON- - MYCORHIZA INOCULANT - "TRANSPLANT 1-STEP" AS MANUFACTURED BY RO TS, DH INC. OR APPROVED EQUAL. USE PER MANUFACTURER'S RECOMMEN ATIONS FOR TREES AND SHRUBS. 9. PLANTING SOIL MIXTURE FOR PERENNIAL AND ORNAMENTAL GRASS BE S: / - 1 PART PEAT MOSS / h9 - 1 PART MANURE (WEED FREE) - 3 PARTS TOPSOIL / - FERTILIZER/LIME (APPLY AS RECOMMENDED BY SOIL ANALYSIS) - MILORGANI rE APPLIED AT 5 LBS. PER 100 S.F. Li 8 10. TIME OF PLANTING: NEW PLANT MATERIALS SHALL BE INSTALLED BET EEN APR L W 1 AND JUNE 1, OR AFTER SEPTEMBER 15TH AND NO LATER THAN OCTO R 31ST. I I I 11. TOPSOIL SHALL BE INSTALLED AT A MINIMUM DEPTH OF 6". CONTRAC OR SHAL SUBMIT TOPSOIL TO A CERTIFIED TESTING LABORATORY TO DETE MINE ppH ( I FERTILITY, ORGANIC CONTENT AND MECHANICAL COMPOSITION. THE C NTRACTOk \ Vx 1 SHALL SUBMIT THE TEST RESULTS FROM REGIONAL EXTENSION OFFICE 0 USDA Td THE OWNER OR LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. C NTRACTOR SHALL INCORPORATE AMENDMENTS FOR GOOD PLANT GROWTH AND PR PER SOIL ACIDITY RECOMMENDED FROM THE TOPSOIL TEST. WL \ \ \ \ \\\ \ 12. LAWN SEEDING MIXTURE: 15% KENTUCKY BLUEGRASS (POA PRATENSIS - SINGLE VARIETY) \ \ \ \ 15% PERENNIAL RYEGRASS (LOLIUM PERENNE)\ \ 30% CREEPING RED FESCUE (FESTUCA RUBRA) W \ \ \\ 25% CHEWINGS FESCUE (FESCTUCA RUBRA JAMESTOWN II) 15% HARD FESCUE (FESTUCA OVINA "RELIANT 11") SEEDING RATE: 4.5 LBS PER 1,000 S.F. (ADD 10% TO QUANTITY IF HYDRO EDE SEEDING DATES: AUGUST 15 - OCTOBER 1 AND APRIL 15 - JUNE 15 LESS A\\ \ \ OTHERWISE APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT. \\\ \ \ \ 13. NO -MOW / LOW -MOW MAINTENANCE SEEDING MIXTURE: / BLEND OF 3 TO 5 CREEPING RED FESCUES. \ \ \ \ SEEDING RATES: 4-5 LBS PER 1,000 S.F. (ADD 10% TO QUA ITY IF \ \ \ \ \ \ \ HYDROSEEDED). \ \ \ \ SEEDING DATES: SEPTEMBER 1 - OCTOBER 1 AND APRIL, /1 5 - JUNE 15 UNLESS \ \ \ \ \ \ OTHERWISE APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT. ALL AREAS \ \ \ \ \ \ CALLED OUT AS NO -MOW OR LOW MAINTENANCE SEE NG MIXTURE ON THE \t\\ \ \\\ \ \\ LANDSCAPE PLAN SHALL BE SEEDED AS INDICATED. `1 SOR 14. ALL SLOPES GREATER THAN 3:1 RECEIVING A GRASS S DING MIXTURE SHALL BE COVERED WITH N\ITN WINO \ \ \ \ \ \ \ AN EROSION CONTROL BLANKET. / OF EN SPACE 308 \� 15. ALL DISTURBED AREAS NOT OTHERWISE D V�ELOPED SHALL BE SEEDED WITH THE TOOVO OPEN PA \\\ \ \ \ \ NO-MOWAOW-MOW SEEDING MIXTURE.10 \ \ \ \ N\F WINOSOR OF SOUP GE L. 322 TO VO1236 j 2 12S �„ SPRU L 1 vPAEE 12TE 3 MARY 109 vol­- i N\F ADOW AVERY ME „ WHT vl "VRUOt 12 12 SP OH MON N/& ALENA �E �ENKREIN F R & N pHE J N GHRISTA J FL G 106 ERI2006 PA VOL.2 BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 I SNET 1454 LIGHTL4 L/� TRANSSNET 1 I \ � EX. Go13 T.F. ;2gg.2 INV' t_�.3'6 W/LIGHT SNET 3 EX. OMH 32 TF, E . c305-g 3(W) T '' 300 IN V' REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N Phase 2 of 5 W I- U J C C d u U Izz N 00 N T H 5 N 3c y ", M L ? N G 2 s s C J 0 C GO E C V I- u- y ,C c E �+ c° U c "' ."s d � U c - O O bW ro ` a� �v L L a v a ro ti `,���LSlttttlgryp�d evo0� O�.0 0NiV 'n����i w*� .spy O" i 4 468.��'�V���� MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL LANDSCAPE PLAN I F GEORGE \ gINS DATE 11/2/2018 & A� PAGE 109 / N\F LISA 23808 I COPYRIGHT g g1 I Moser Pilon Nelson Architects JUSTIN VOL. 6 A &AGE GHRISTOPOL. 774 P DWG. NO. GRAPHIC SCALE F ASTRIANO II 40 20 0 40 N\ 6. M I / ANEY ^rF 75 SCALE IN FEET L190 21 1 COMMATIVE TREE TCG '� I \ 1 I 1 REPJACEMENT1 4 1 1 CO�II ORAfIVE TREE ASG / / a / i \I l\ I /� I I I GTS + o— \ \ \ \ (/ /r77,,i F \ H TRANSP�AN TED COMME OR TI OAK TR E MAT-CtiLINE­SHEET L1.2 _ �—�-- \ W040NE SHEET LI.I \ 1 I I like \ JVE ~ ; \ / ---- ----- 1 ° IvyA I H 317 1s 111 I I 319 1 \ T VI \ \ ~- -- - -- - ---- I 319 0 \\ \ \ d 318 O O O.�O O O O O O VTR P I M�� \�� \IL IL ILILV� \ w FP w FP w FP w w \ FP\ w \ \ 1 1 \ \ G G — —S- — 1 \ \\ \ \ E T E E T T E E El � 2�\ °\ C A�\ \ \ \ \ \ 1 / - -- >; .wr•� :; . \ \ \ \ o \ \ \ \ \ \ \ ASF 319 \ \ J \ J \ ° \ \ I = ' _ 46 \ \ �.�3 0 \\ \ \\ ' \ o o \ \ \ \ - \ LO \ \ o \ \\ \\ \\ \\ 16 \\ F -T-� - A�o-- \\ VI \\ \ % \ \ SEEDED �AWN \ \ \ �' ARR 41', \ \ \ (LOW -MO \ _ \\ \ %\\ u'] \\ \ \\ \ \\ \o ° \ 6 \ D All �\ \ \ \ \ \ VV\\ \° o _ vv000 VI V <41 \\\ 317 CONCRETE WEIR LOW FL=J14.70 \ \ \ \ \ \ ` u' x REVISIONS CO\ II TRANSPLANTED COMMEMORATIVE I y \ \ \ o \ \ \ \ 0 1 W I 3 TREE HYDRANGEA & PERENNIALS CONFORMED SET 1 II PLANTEQ ALONG EXISTING SPLIT / II RAIL FENCELINE iN FRONT YARD 6 I \ \ \ \ \ \ \ \ \ s \ MARCH 22, 2019 / II (APPROXINRATELY 40 PLANTS) 3 II \ I a I \ \ \ \ \ \\ \\ \ R /\` \ Off\ \\ \\ \� ; ® FLOWER GIDEN 4,H RELOCATED \ COMMEMMO ATIVE ONES, \ ORNAMENT, BENCHES\AND PLAQUES. I \ \ \ `� \\ \ \ \ \ w \\ 1 REPLACEMENT COMMEMORQTIVE II \ y ,� �- / \ � \ `\\ \ \ T -2\ / \; + \\ \ PSK CHERRY TREE\'. I �y 0, STATE PROJECT NO. Emmi A 132 0089 N Phase 2 of 5 w 318 MATCHLj Saki �T E`T LI.I vvy v v v ii O \ \ I F■rj M■i.� SEEDED LAWN j 06.0 i FP \ I I �4 — — /' 1 WA E SIN \ \ \ x I W, \PAP / — I Lao Loo l W I 24 _ I W \1,4 _ ♦�� _ w GSR I E-r•l LI _ kvA —� FP w w Jti--_\w —" —P I= OOmdI / / / G G FP�� ✓�� w / JI I I �v I \ ICI \ 1 /\ Gam\ — `V --�— -�-- — G \ I I „t C J ��/�� E T E -r E E E \ .r E T E E \ \ I I VI \ w 1 E \ I § �,; 0 • E - - ---- - - ---- -- _ ip_311 �N. \ I AG + TON IGD CAV IGD Lay \ fA. \ e \M I I� IX IXi'/�1 I 1 \\\ ( � 9 • I 11 I\ ► I _ 3 � \ TP!YE 3 3 S Vol I \ ; �L�,nl �`' UMW'• E , \ I E aL N�� AREN—IFA i �1 �� �n 11 N1 I /Lu / G JVE // v --5v 1 \ \ \ I "M M ` N \ \ -- - - --- ' / AGA o u 23 \ g.? \ o 0 / AR '2 -77 / WW�.21 W v 0- 2 Lim 9-, -, \ Tg \ I I O,�o044UliplElbllbr,/ :01 I CID, F1 \ � — — ------ — `'��'w�`� •TAD • c�'C�'• ACE 2 vv ara C �/ I A ,r � n -ram T SEEDED LAN \ 1 1 \\\ �� ARF I / / / // ARF I ! �� ! IV P�'i�r\ �,I(\I G iV1U�L-' 1� (LOW MOW ARF I \ I / / \\ + IST� FL 106 CNR A AGE PILON VI // 3 1• 2 I NELSON / o \ \ I VOL. ARCHITECT; 30 JORDAN LANE 1 1 WETHERSFIELD, CT. 06109 /'/' B2/ LC'R / 1 — / TPG J (860) 563-6164 VI I \\ 322 23 1 I / 1 328 \ BASE SURVEY PREPARED BY TITLE go \ \ I � � � / / � / LANDSCAPE PLAN OIL EDGED LAWN 1 �—SEEDED LAWN 1 - DES GN PROFESSIONALS, INC. ACE ENLARGEMENT (dw-Mow) / � — — — \ — — � / / / 1 LOW -MOW + AUGUST 10, 2016 SOUTH 72"RCP 6 \ CONC. HEADN/ LL \ ( S Ovvr SON \I \ WI 8 N� 2 \ o ) T1f1rI \ 23 ` \ \ �, DATE 11 /2/2018 [�ON. 5 P RUC ,ICE D N COPYRIGHT S P R V / — Moser Pilon Nelson Archite DWG. NO. GRAPHIC SCALE RUG EUCE T flNppuCE 20 10 0 20 12'�RUGS '' WN S 1 2 '' SP 1 SCALE IN FEET L I • I III SHRUB & PERENNIAL MATERIALS FOR PLANTER AREA: PNA AKM JPN FGA 24 16 14MNN 12 ANK PAP RFEGSR 1° ° FP FP fis, w w FP I o0o cv FP ` P a O --- O I O --J — ws ---` — X OOc q 0 O / GV FP / 001, ,J / 00,11000 7ODa / I , ENTRANCE PLANTER ENLARGEMENT i" = iv' N\FTN WIN�22 R / OF, 50U PACE TOW �� 236 / J 00, \ �o \\/ \ y \L \ 2 t \ \W\ \ § � o \ \ \ o I 1 1 0 \ I o / \\ 1 � I \ C \ \ \ WOOD 10 (.2 i �`\ o I TRANSP�AN ED COMMEt�OR Tl OAK TR E \l � \ 1 \\ I I I \ \\ \\J UVL \\ `$ o l \ \\ \\ ° 11 A �1 Q I `� i 0 I REVISIONS H h/' \ I CONFORMED SET / I BASE SURVEY PREPARED BY I \ ( MARCH 22, 2019 i I DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 I 7 I ^' II 4c ARO \ I �. I 31 ASF ' \ 8wc Sanitary Manhole \ \ \ --�=310.79 \ ` Inv )=306.7 C°nc cur \ Inv N = WG \ \ \ Vx w I I I ' _ I s 5 T A I E PROJEU I NO. 132-0089 N Phase 2 of 5 54 \ 191-%Ck GYo/k 1 Own \ / n9 HpU \ \ \ I I E O \ Fxistin9 NpUse ?II I `\ Exists �„ A \ I l (r w Mete �� 3O� •_ \ ( �n� �U Q 2 � U Ejer 02 SEEDED LAWN (REPAIR DISTURBANCE \\ \ T g 8 I FROM SAN. SEWER CONSTRUCTION A O qu Z{ t� Q 'I C N M Off' ' — — i cr • �8»' \\ ,-l�\ NI �\ \\ r AGA 2 1 2 1 6 a + TON TGP TON TG LLAGA SHADE CONSERVATION SEED MIX _ — \ ((REPAIR DI\ST RBANCE FROM SAN. SEWER ray' C \,QONSTRUCTIONNN WOODED AREA) U% JVE TON / / \ \\ _ � \ \ VE\TO \ JVE ON / \ r �� 6 01 1 I + \ \ \ \ I AGA � --� / 3 t 1 \ k l �— _ 'ADD i SEE LAWf�` ecP \� 'U � � � (LOW-M \ � �--J O \ s \ \ _ — �� — — � \ \ -\ / � i ` P_ T _ 317 0 \ \ SEEDED LAWN , ` // \ s SF \ , \ I \ it /� / 1 6 \ \ I 3ob> I 00 i I 306 —1 �■I Ld I , w \\ _ LLI r "� 50 N i \ \ \ B� — 20 ' S\ \ \ SEE D LA \ \ \ \ \ \ `. S\ \ \ N E M "Do y m v \ i:• \ o U .o ,� a V u O C tw a \ \\ \ \\ \ W co a w v s 1 I I + 1111. 1 REPLACEMENT COMMEMORATIVE ..... I \ \ \' �� \\ \ \\ \ GTS I I �- II PSM CHERRY TREE I \ \ \ \ \ \ % \ Ito o o \ \ \ 'CEMENT 1 \ \ II \ \ COMM ORAVE TREE TCG TRANSPLANTED COMMEMORATIVE \ \ \ A> TREE FYDRANGEA &PERENNIALS II 1 `3\`\ \\ "C O Nfv PLANTEQ ALONG EXISTING SPLIT c'�' °,� -;..:.......�Q \ II RAIL FE CELINE IN FRONT YARD (APPROXII`�ATELY 40 PLANTS) kM I I \ \\ •�"na,nsFLOWER G DEN W�H RELOCATED REPLIACEMENT /COMMEMMD�ATIVE ncsa �►����• COMM A > . I Op / COMMEMORATIVE \ Y, GTS 1 + \\\ 1 REPLACEMENT I 1 \ �� PSK CARRY TREE 31 NELSON ARCHITECT WETHERSFIELD, CTN06109 (860) 563-6164 Ofco /\ �I(jE I H i j \\ I // ' '' 318 \\ - II \\ `3j] �` ` - \\ \\ \\\\ OCrI EN "\\ \\`\ TITLE 4 \\I \ \ MATCHLINE Sf- ET LI_ \ `� �� \\� \\ LANDSCAPE PLAN \ I ) MATC..�INE SHE -I-.- 1 31 MATCH IN $ E�T Ll.l\ �� — I \ MATCHLINE SHE T L1.I \\ \J \\ 4 \ I Q IVY \ ENLARGEMENT g P \ p E E \ \ \ NORTH co \ i SEEDED LAWN \\ \ DATE 11/2/2018 I \ \\ COPYRIGHT \\ 1 \ \ \ \ Moser Pilon Nelson Archite e % DWG. NO. / E / �.... \ I ° (, GRAPHIC SCALE w 8 6 6 I ;.: FP \ 1 20 10 0 20 \ ( \ \(L / SCALE IN FEET L1*2 m ' \ �� —� ws — wsx — — — ws wsx SITE LIGHT FIXTURE PRODUCT INFO VIPER S FIXTURE (BEACON BY HUBBELL) KEY TO SITE LIGHT FIXTURES I i BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 REVISIONS CONFORMED SET MARCH 22, 2019 IJIPER S Cat.# -' Job Type .,,aN SERIES Approvals SMALL VIPER LUMINAIRE SPECIFICATIONS PRODUCT IMAGE(S) Intended Use: Controls/Options: The Beacon Viper luminaire isavailable with awide•Available with an optional passive infrared Chace of different LED Wattage configurations (FIR) motion sensor capable of detecting and optical distributions designed to replace HID motion 360• around the luminaire. When lighting up to 40OW MH or HPS. no motion is detected for the specified time, the Motion Response system reduces the Construction: wattage to factory preset level, reducing the • Marxl(actured with d e cast aluminum. light level accordingly. When motion is • Coated with a ester finish that meets detected full the wattage sensor, the light output. polyester returns to full wattage and full Gght output. ASTM 6117 corrosion test requirements please ce„thol Beacon Products 9 project and ASTM D522 cracking and loss of requirements vary from standard configuration. adhesion test requirements. • Available with Energeni for optional set • External hardware is corrosion resistant. dimming, timed dimming with simple delay, or • One piece optical cartridge system consisting timed dimming based on time of night (see of an LED engine, LED lamps, optics, gasket .beaoorwxmtzts.cofntarochcWa onn,l. and star tress st- WGCI. • Cartridge is held together with internal brass • In addition, per can be specified with standoffs soldered to the board so that it can SiteSync wireless control system be field replaced as a one piece optical system. whilefor reduction in energy and maintenance cost • Two-piece silicone and micro-ce liner order inform tion qualify 24/7. See polyurethane foam gasket ensures a ordering information or visit DIMENSIONS weather-proof seal around each individual LED. www•hubbellilg ting.corrVshesvnc for more details. A Electrical: • f OOV through 277V, 50 Hz to 60 Hz (UNV), or Installation: 4118• 347V or 480V Input. • Mounting options for horizontal armd, vertical • Power factor is full load. terror itraditional arm mounting available. - • Dimmingare drivers are standard, but must Mounting hardware irldldded. � contact factory to request wiring leads for Finish: I -A purpose of external rimming controls. . IFS polyester powder -coat electro-statically I1 Front • Component -to -component wiring within the applied and themnocured. luminaire may carry no more than 80% of • IFS finish consists of a five stage pretreatment rated load and is certified I.L.for use at A B C Weight EPA �' regimen with a polymer Primer sealer and top WOVAC at WC or higher. coated with a thermosetsuper TGIC and 22.75" 16.75" 11.25" 15.0 Ibs .67 ftz • Plug disconnects are certified by UL for use powder coat finish, (578 mm) (425 mm) (286 mm) (6.8 kg) at 600 VAC, 13A or higher. 13A rating . The finish meets the AAMA 605.2 applies to primary (AC) side orgy performance specification which includes MOUNTING OPTIONS • Fixture electrical Compartment shall contain all passing a 3000 hour salt spray test for LED driver components and shall be provided corrosion resistance and resists cradling or with a push-button terminal block for AC loss of adhesion per ASTM D522 and resists power connections. surface impacts of up to 160 inch -pounds. • The !lousing is designed for an optional twist Side Ye" Fin Rectangular Arm Back New lock photo control receptacle. Lstings: Accepts • Ambient operating temperature -40°C to 40°C • Designlights Consortium (DLC) qualified, 2 W OD .. o • Surge protection - 20KA. consult DLC website for more details: http:// tenon. nil( • Optional 7-pin ANSI C136.41-2013 twist -lock www.designiights.org/QPL 4•'o . photo control receptacle available. Compatible • Certified to UL 1598 and CSA C22.2 No.250.0 Side view SF2 2-3/8' OD Srp Fitter Back View with C136.41 external wireless control • IDA approved 18314• • Lifeshield- Circuit - protects luminaire from • This product is approved by the ~- -� excessive temperature. The device Florida Fish and Wddl'de Conservation T shall activate at a specific, factory -preset Commission. Separate spec available at: temperature, and progressively reduce power 1 over a finite temperature range. Operation shall Warranty be smooth and undetectable to the eye. PIC2 tot - S r astable irel kie Thermal circuit is d to on", Fve year limited warranty for more information visit: t: Dons to ul tot - Senior and wireless controls tal designed www hubbeNlioht_Ilg mm/rasrnrcaa/w�.rranty slwaild not be 19ted above horizontal allowing the luminaire to revert to fun power in the event of an interruption of its power -22.W* supply, or faulty, wiring connection to the drivers. The device shall be able to oo-exist T with other 0-10V control devices (occupancy - sensors, external dimmers, etc.). 1 vyall Bracket (DUB) / ~- 4x 0.5W CERTIFICATIONS/LISTINGS 5.00' Q Csp.s � a - ~� '300DK and w msr CCTs mN I 2.3e• Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 F•„s,� HUBBELL N Due to0urcontinued effortstoImprove our products, productspecificationsare subjecttochange without notice. Lighting �_•+ 02015 BEACON PRODUCTS, All Rights Reserved-Formae Wonnitbn visdmrxebste: wwrrbeaanprodismoom •Prhrtedn USA MARCH 29,20181:45 PM ORDERING INFORMATION ORDERING EXAMPLE:VPS/36NB-80/5IUT4/UNV/PCR-TUSWP/BLC/RA/BBT r r e rOttr r u VPS viper -small 24NB-55 55W, LED 3K 3000K UNV 120-277V d u r r BBT basic black any 4K 4000K 347Y 347V PCR-TL Twist lock BLCd backlight textured 30tIB-709 70W, LED receptacle contra gMT black matte photo array 5K 5000K 480VV 480V with P textured 36NB-80 80W, LED r .ift control array PCR-SC Twist lock 1 r WHT white textured 48NB-110 1 tOW, Tt type I receptacle BSP bird spike MBT metallic bronze LED array T2 type II with short- textured frig cap 6ONB-136 136W, T3 type III PCRU Twist lock BZT bronze textured LED array DBT dark bronze T4 type IV receptacle r e . r 2PP dual power textured T5"n type ,, rectangular nth rectangi tar ar P fur nwnn iP nT' feed - Gib gray smoom T5QM typeV, square or square pole mount RPA medium included. DPS dark platinum CONTROL OPTIONS SF2 2 3/8" OD slip -fitter smooth T5W type V, round wide GMT green textured FIR front row auto GENI-XX• Energeni PK2 2 3/8" adjustable knuckle MST metallic silver Optic SWPIA SfteSync Wireless Pre-Comm-ission WE wail bracket (use with SF2 SWPM1A1 SfteSyne Wireless Pre -Commission ed or PK2), SF2 standard MiT metallic titanium textured HOUSEu u ACCESSORIES w/ Motion Detection OWL old world iron HSSNP-S/90-FB/XXX 90° shield front or back MODzA Motion Dimming Detector RAL HSSNP-S/90-LIVXXX 90• shield (eft or right HSSNP-S/270-FB/)00( 270• shield front or back HSSNP-S/270-Lt1/)00( 270• shield left or right HSSNPS/360/)00( Full shield mm (Refer to page 5 fa shield Images) 'PWstSWA qnup endZ r imamatbo at rme of omec see for haaradetatr. TsopOtme 'drnmM1c-Mandmauidngaahet • To mare rta ten Or rgm so dcWse. el-ty L a a wmr ee optical ddlinbAdn m 9xAm TIL tint aropabb wm.U. Y,11"1.ss C." o,-dpUIXd. 'MA. aduYg Emrgeri, s Wrr me muana eemng code (sample (100-04) See Endgem bmdm and imOnx9o's ra selerg tot and toners. M atax&s "Msemoropaa a ' !lot areJable for 347V or 4WJ mraa- 'TNs wwW is appumd by tse Fieft Far, end wldgh 0enar,atlm Cornmi64on Sepank spotasa&aDle ffi nlroucmtexcnowuc�mntmtr.�uix:lxtvsoe�:aes isss7per smxy teo_amte_ucEsacsipm PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering aflzwre with the SIMSyne lighting control option, additional Information will be required to complete toe order. The SiteSync Commissioning Form a anemale schedule information must be completed. This form Includes Projectlocation. Grote Information, and Operating schedules. For more dewed information please visit www.HubbeiUghbng.caNproducWs&mnc a contact Hubbell Lighting tech support at (800) 345.4928. SiteSync rMures with Motion control (SWPM) fegM the mounting height of the 8xhxe for selection of the lets. Examples:VPSl24NB-SUSK/r3A1NWSWP/RAIDST shesync orty VP-S124N8-5St5M=NvrsWPM-20FA WD8T S#eSync with Motion Control MDDORDERINGINFORMATION: When ordering aff tfxe with the motion detection o"on(MOD), please specify the appropriate Infomstlon.These settings are specified in the ordering as shown in theexample below. VPS/24N8-5515W3&W/MDD - 1 to 30 mn. - 3^ for 50% - 977 / RNWT high to Dim Delay low Level Moun" H*ht (f .) Accessories and Services !Ordered Senarately) Catalog Number i Description SWUSB* SiteSync interface software loaded on USB flash drive for use with owner supplied PC (Windows based only). Includes SiteSync license, software and USB radio bridge node SWTAB* Windows tablet and SfteSyne interface software. Includes tablet with preloaded software, SiteSync license and USB radio bridge node. SWBRG SiteSync USB radio bridge node only. Order If a replacement is required or if an extra bridge node is requested. SCP-REh10TE Remote Control for SCP/ F option. Order at least one per project to program and control SW7PR• SiteSync 7 Pin on fixture module On/Off/Dim, Daylight Sensor120-480VAG wren or0ermg �rteaYnu ar yeast me at urese rwV minrm:n trymm�a a K, p,aaw,. +Available as a SiteSync reboot solution for fizhxes with an existing 7pin receptacle. Nuhhell Cnntrni Snitltinns - ACcessnrles (sold senaratelvi NumberCatalog Description NXOFM-lRiD-UNV On -fixture Module (7-pin), On / Off / Dim, NX Distributed Daylight Sensor with HubbNET Radio and lntelligenceTM Bluetooth® Radio,120-480VAC WIR-RME-L On -fixture Module (7-pin or 5-pin), On / Off w(SCAPET" / Dim, Daylight Sensor with wiSCAPE Radio, Lighting Control 110-480VAC For atiarmim ons provided forum ww'Nti Integrated sensm to or, please specification sheet adedng Inermafi0n table I details. LEFT ROTATED OPTIC RIGHT ROTATED OPTIC SiteSync 7-Pin Module • All of the SiteSync Features in a new form • Available as an accessory for new construction or retrofit applications (with existing 7-Pin receptacle) • Available on all products that have a 7-Pin recRltade SiteSync \y \y sWrPR Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 tOP" HUBBELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting 02017 BEACON PRODUCES, AN Rights Reserved • Fa more nformatlen visitoa website: www.boacmproduftcom • Prkbd h I15A MARCH 29, 20181:45 PM LUMINAIRE SCHEDULE & CALCULATIONS: Luminaire Schedule Qty Label Watts Arrangement LLF Description 4 SL2-1 83.8 SINGLE 0.900 Beacon VPS-36NB-80-3K-T2-UNV-RA-x/ MTD to 12' Pole 3 SL2-1 83.8 SINGLE 0.900 Beacon VPS-36NB-80-3K-T2-UNV-RA-x / MTD to 16' Pole 1 SL4-1 83.8 SINGLE 0.900 Beacon VPS-36NB-80-3K-T4-UNV-RA-x / MTD to 12' Pole 19 SL4B- 83.8 SINGLE 0.900 Beacon VPS-36NB-80-3K-T4UNV-BLC-RA-x / MTD to 12'Pole 5 SL5-1 83.8 SINGLE 0.900 Beacon VPS-36NB-80-3K-T5QM-UNV-RA-x / MTD to 12' Pole 5 SL4T- 83.8 BACK -BACK 0.900 (2 HEADS) Beacon VPS-36NB-80SK-T4-UNV-RA-x / MTD to 16' Pole Calculation Summary Label Units Avg Max Min Avg/Min Max/Min CaicPts_1 Fc U.56 12.5 U.0 N.A. N.A. Parking Lot Fc 1.54 6.7 0.5 3.08 13.40 Road Fc 1.90 8.2 0.0 N.A. N.A. N\F WIN�SOR SOUTH E TOWN OPEN P GE 308 1 VOL. 32 QvP-5-36NB-80-3K-T50Y MH: 16 VPS-36NB-80-3K-T4 MOUNTING HEIGHT: 12' VPS-36NB-80-3K-T4 MOUNTING HEIGHT: 16' VPS-36NB-80-3K-T5 MOUNTING HEIGHT: 12' VPS-36NB-80-3K-T5 MOUNTING HEIGHT: 16' SOU) N IN32 OR 2 AG TO V N �F1236 P VPS-36NB-80-3K-T2 MOUNTING HEIGHT: 12' b.o o.0 ao bA N\FEAOOW AVERY M 0.0 0.0 b.o b.o ho b.o 6.0 bo bo b.o bo b.o no b.o bo bo b.o be b.o \ b.o bo b.o LCTTC ARY L. 1 VP GE 123 VL'109 NI& ALENA 00 RENKREIN rI• N\F ER J 36 GNERIKAPi PAG N 106 200 I ,d54 SNETTI I SIGN TRANS 1 20.0 .o 00 00 00 r bubo 10 ho bo o.o lI U bo .o b.o bo bO I bo bo o bo he ho bo ho Lo by no bo -j.t he o bo 0o b.o W 110'1 "Vj�o3l o0000I 1 1.0 1.0 w i.s I a b.4 z � bo b.o I3.7I '�g3 h4 f t b.o do o.o 2 b.2 I ? b.o I .0 ho b.o b.o 12 I ' .o bo I .o bo ho b.o ore b. 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MAX. p ° "-. d d ° 9 INSULATION AND CRICKETS TO o `'e 5/8" GWB uu PITCH TO DRAIN F - INTERIOR FINISH AS SCHEDULED p 5 p �� ^ - COMPOSITE ROOF DECK, <`�LLI w w fr uu d - <' d. z REFER TO STRUCTURAL w DRAWINGS w z 13 5/8" 3" 6" REFER TO !3 5/8"'' 3" 7 5/8" STRUCTURAL 1'-3 5/8" 1/4"/ 1'-0" _ a O d d WALL TYPE W 12 • d ° a e -9.• . 1'�'1 WALL TYPE W22 ` 4" NOMINAL GROUND FACE CMU ROOF TYPE 12 - ALUMINUM COMPOSITE PANEL ° VENEER VENEER AIR SPACE MASONRY ANCHORS AT 16" OC a : _4_ ° P ' °° W -AIR SPACE WITH ZEE FURRING MAXIMUM - - a WALL TYPE W2 U - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR ° 3" RIGID INSULATION s ° °: --•: ,.a -°CAST IN PLACE RETE WALL ^ a/ - 5/8" COVERBOARD BARRIER / CONTINUOUS FLUID -APPLIED AIR BARRIER '. a` WITHOUT BRICK SHELF - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 - 5/8" GLASS MAT PAPERLESS HEATHING a' 8" NOMINAL CMU BACKUP WALL ° ;, " `$ - REFER TO STRUCTURAL DRAWINGS FOR WALL THICKNESS AND DETAILS [� MIN.), PITCHED TO DRAIN - 6" COLD FORMED METAL FRAMING INTERIOR FINISH AS SCHEDULED cr _` �1 �* ^ - SLOPED STRUCTURAL METAL ROOF AT 16 OC MAXIMUM ° O 4. ° :-d -° ' DECK, REFER TO STRUCTURAL DRAWINGS o °C - AT INTERIOR LOCATIONS: - 5/8" GWB w `,r o Lu >< < �. ° ' w �- Z F+�1 1M"�'� w - INTERIOR FINISH AS SCHEDULED w % w L'il s �.,ro :a- 1� w uj z - AT ROOF PARAPET LOCATIONS: - 5/8" GLASS MAT PAPERLESS I, ° w I'_ ROOF j TYPE 1 x SERIES SHEATHING REFER TO $ I, 3„ 6„ � 5/8" 5/8" - EPDM ROOF MEMBRANE 35/8" 3" 75/8 � STRUCTURAL 1 1-0 1'-01/4" 1'-4" - O _ V1 PVC ROOF TYPES: WALL TYPE W23 WALL TYPE W 13 !�1 SINGLE -PLY FULLY ADHERED ROOF 4" BRICK VENEER °9 d ° ° WALL TYPE W3 MEMBRANE 1/2" COVER BOARD ° AIR SPACE MASONRY ANCHORS AT 16" OC -° ° d •<` a; ;.::. 6 " FLUID -APPLIED WATERPROOFING CAST IN PLACE CONCRETE WALL M� 3" RIGID INSULATION 5/8" GLASS MAT PAPERLESS ° MAXIMUM ° ' - WITHOUT BRICK SHELF SHEATHING 3" RIGID INSULATION ° a a ',n •' <• . - REFER TO STRUCTURAL DRAWINGS 2 1/2" COLD FORMED METAL CONTINUOUS FLUID -APPLIED AIR ° • : ; - - FOR WALL THICKNESS AND DETAILS FRAMING AT 16" OC MAXIMUM ° BARRIER 12" NOMINAL CMU BACKUP WALL a ° . ;° ". _ °.° ROOF TYPE 20 cc:- INTERIOR FINISH AS SCHEDULED Cr oc '• o DECORATIVE PVC BATTENS o oc Lu ° w FULLY ADHERED PVC '� wLu �u .. p z MEMBRANE ROOFING ° z 5/8" COVERBOARD w (2) LAYERS OF RIGID ►NSUL. WITH STAGGERED JOINTS 5.5" 3" 21/2I' d REFER TO TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF 1/2" 5/8" 65/8" 11 5/8" STRUCTURAL DECK, REFER TO STRUCTURAL DRAWINGS - 4d' - .4 d .4; -, WALL TYPE W4 WALL TYPE W24 ROOF TYPE 21 SINGLE -PLY FULLY ADHERED EPDM - °° °° ' °a - CAST IN PLACE CONCRETE WALL WITHOUT BRICK SHELF - DECORATIVE PVC BATTENS ROOF MEMBRANE 1/2" COVER BOARD d °' '. - REFER TO STRUCTURAL DRAWINGS - FULLY ADHERED PVC 3" RIGID INSULATION - . ' - - . FOR WALL THICKNESS AND DETAILS MEMBRANE ROOFING - 5/8" COVERBOARD 5/8" GLASS MAT PAPERLESS : . ° d e '" °' ° ° - STRUCTURAL METAL ROOF SHEATHING 6" COLD FORMED METAL FRAMING cr O DECK AT 16" OC MAXIMUM Lu w LL<I ' o . 8 z D✓ w X m w ~ w z 3�� 6�� I 5l8" - ° .• : ```���11?111FI?3�1�?l ��� 4;t�t�d'N�.riy� 103/4" ." `*s4© JNCAN'`n�;��,r��'r. � - "A'. a WALL TYPE W5 _ a ° CAST IN PLACE CONCRETE WALL WALL TYPE W25 WITH FINISHED EXPOSED FACE �hgautfa�N�t ° - REFER TO STRUCTURAL DRAWINGS SINGLE -PLY FULLY ADHERED EPDM - a- FOR WALL THICKNESS AND DETAILS ROOF MEMBRANE 1/2" COVER BOARD ON ZEE FRAMING 3" RIGID INSULATION O ' ° ` Q b -. m p 5/8" GLASS MAT PAPERLESS ili', , 00 SHEATHING t� :� uj Z 6" COLD FORMED METAL FRAMING uJ ° ° ' " MOSER AT 16" OC MAXIMUM _ 5/8" G W B - INTERIOR FINISH AS SCHEDULED 0" REFER TO PILON STRUCTURAL 0 0 Q NELSON oc Lu Cr � ARCHITECTS x w z 30 JORDAN LANE 5„ IL 6" I n W ETH( 60) 156-616.4061 09 1 /2" 5/8" 5/8" ° WALL TYPE W6 4" NOMINAL GROUND FACE CMU, TITLE BOTH SIDES AIR SPACE, BOTH SIDES EXTERIOR MASONRY ANCHORS AT 16" OC ENVELOPE ° ° MAXIMUM, BOTH SIDES CONTINUOUS FLUID -APPLIED DAMP ASSEMBLIES 4- '=d PROOFING, BOTH SIDES ° CONCRETE BACKUP WALL, REFER TO STRUCTURAL DRAWINGS FOR a ° THICKNESS AND DETAILS a° ° J41 DATE 11/2/2018 35/8" 61/2" 43/8" 35/8" COPYRIGHT (c) i Moser Pilon Nelson Architects DWG. NO. 1 7/8" 4 ROOF TYPE 2x SERIES 3 WALL TYPE 2x SERIES r2 WALL TYPE I x SERIES 1 WALL TYPE Ox SERIES A092 111 1-0 Ao.2 111 1-0 Ao.2 1it = 1-0 It Ao.2 1" = it-OftAo.2 GENERAL NOTES: INTERIOR PARTITION STUD TYPES: INTERIOR PARTITION MASONRY TYPES: REVISIONS CONFORMED SET 1. SEE FLOOR PLANS AND CODE PLANS FOR LOCATIONS OF RATED - _T MARCH 22, 2019 PARTITIONS AND SMOKE -TIGHT CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL 1 2122/19 BID SUPPLEMENT 2 TYPES OF OPENINGS AND PENETRATIONS IN ALL RATED FLOORS, zo PARTITIONS AND SMOKE -TIGHT WALLS USING AN APPROVED ASSEMBLY. PARTITION TYPE SO n� 3. FIRE BARRIERS TO MEET REQUIREMENTS OF DETAIL D. SMOKE K x BARRIERS TO MEET THE REQUIREMENTS OF DETAIL'E'. PARTITION TYPE 3� , `�,'� (1) LAYER 5/8" GWB (2) LAYERS OF 5/8" GWB 7/8" METAL HAT CHANNEL FURRING FLOOR/ROOF 3-5/8" METAL STUDS AT 16" OC - FINISH AS SCHEDULED ASSEMBLY MAXIMUM PARTITION TYPE �4 R-1 i UNPAGED BATT INSULATION - s 1��° �-1/4"MIN, ELASTOMERIC ,.. °: b -A 1/8"MIN. SMOKE AND a ' MAX. FIRESTOP SEALANT, -FINISH AS SCHEDULED - (2) LAYERS OF 5/8" GWB 4 �,tvtu ACOUSTIC SPRAY- FLUSH WITH BOTH HILTI CP572 OR EQUAL - .a SURFACES OF WALL - HILTI CP601 OR EQUAL FILL DECK FLUTES WITH ° MINERAL WOOL BATT MINERAL WOOL GATT ° INSULATION (4 PCF INSULATION, FULL MIN.) DEPTH OF WALL RATED WALL CONSTR. N STUD PARTITION CONSTR. T(ITNT AT _ _R A TFD W A T .T N � V v U.L.WW--D-1011 (3HR. RATED) � i Ly y J.�..y PARTITION TYPE U S I A i E PRU.JEC I IVO. (1) LAYER 5/8" GWB SIDE 132-0089 N FLOOR/ROOF RATED WALL CONSTR. 1 5/8" METAL STUDS AT 16" OC � PHASE 2 OF 5 PARTITION TYPE � MAXIMUM ASSEMBLY - FINISH AS SCHEDULED d. 3HR. RATING - (3) LAYERS OF (1) LAYER 5/8" GWB 1/8"MIN. SMOKE AND °��5/8" TYPE'X' GWB BOTH 3 5/8" METAL STUDS AT 16" OC ACOUSTIC SPRAY _ = SIDES OF FIRE PARTITION MAXIMUM STAGGERED HILTI CP572 OR EQUAL ^9 - p 2HR. RATING - (2) LAYERS OF R-11 UNFACED BATT INSULATION 5/8" TYPE'X' GWB BOTH (1) LAYER 5/8" GWB FILL DECK FLUTES WITH '� SIDES OF FIRE PARTITION - FINISH AS SCHEDULED - PARTITION TYPE �6 co MINERAL WOOL BATT o 1HR. RATING - (1) LAYER OF -�� - 6" CMU u ini a nri�n, n u i N 5/8" TYPE'X' GWB BOTH Oak c,nnou no cr�ucn, n cn !NSUU% UN ruLL - nrv,on ego ovnLvuLL-v O SIDES OF FIRE PARTITION I I v DEPTH OF WALL MASONRY PARTITION z CONSTR. O PARTITION TYPE S2 1-5/8"MIN. METAL STUDS (1) LAYER 5/8" GWB gl_a AT 16"o.c. MAX. 2 1/2" METAL STUDS AT 16" OC OF WALL °° °a-� - 8 MAXIMUM P ° � , -FINISH AS SCHEDULED @TOP o LARGE OPENING AT RATED WALL STUD PARTITION CONSTR. ® U.L. #U436 (UP TO 3HR. RATED) PARTITION TYPE 3 BOTTOM STUD TRACK (2) LAYERS 5/8 SET IN DOUBLE BEAD 3 5/8" METAL STUDS ` / OF NON -HARDENING MAXIMUM STAGGEREDT 16" OC C) M Q RESILIENT SEALANT A q R-11 UNPAGED BATT INSULATION ^ E■■� NON -HARDENING (2) LAYERS 5/8" RESILIENT SEALANT, - FINISH AS SCHEDULED BOTH SIDES OF WALL GWB PARTITION TYPE S2A (2) LAYERS OF 5/8" GWB PARTITION TYPE . / 1/4"MIN. ELASTOMERIC 2 1/2" METAL STUDS AT 16"o.c. MAX. ° , a %FLOOR ASSEMBLY r FIRESTOP SEALANT, - R-19 UNFACED BATT INSUL. - 8" Civiii I' FLUSH WITH TOP � -FINISH AS SCHEDULED O METAL PIPE SURFACE OF FLOOR OR ►,,� PENETRATIO ,t, 1 < , BOTH SURFACES OF I /, BOTTOM OF WALL PER OPE I G d WALL - HILTI CP601 OR M�1 2 ° , SAL WOOL BATT O W O H INSULATION (4 PCF PARTITION TYPE �3 d MIN.) --DOUBLE'S' BEAD OF NON- RATED CONSTR. 3-5/GWB 3-5/8"METAL STUDS AT 16" OC o j HARDENING RESILIENT SEALANT MAXIMUM M i BETWEEN LAYERS OF GWB 5/8" GWB M L ' STAGGER GWB JOINTS, NON -HARDENING PIPE PENETRATION ALL JOINTS TO BE RESILIENT SEALANT AT '- F■■I� O Ll SEALED EACH STUD C STUD PARTITION U.L. #C-AJ-1226 (3HR. RATED) 17GWB PARTITION TYPE S2B CONSTR. O . _ .- ... .. .. (2) LAYERS 5/8" GWB L _ J 2 1/2" METAL STUDS AT 16" OC MAXIMUM WITH R-9 UNFACED BATT FLOOR/ROOF _ INSULATION s ASSEMBLY _ 1" AIR Soc CET O Cpni IMU PARTITION f 1/4"MIN ,. " . ELASTOMERIC ELEC. BOXES STAGGERED � " -° ° �� _ . °° o° °b FLUSH WITH BOTH T PARTITION TYPE 3� FIRESTOP PARTITION TYPE 18 (2) LAYERS 5/8" GWB AND SEALED WITH AP-1 N SURFACES OF WALL - 3-5/8" METAL STUDS AT 16" OC U.L. #U905 (1 HR. FIRE -RATED) pA ACOUSTIC PUTTY BACK PADS r '� HILTI CP601 OR EQUAL - 8" CMU "' MINERAL WOOL BATT MAXIMUM PLAN 41 INSULATION (4 PCF -FINISH AS SCHEDULED oWALL MIN.) JE RATED WALL CONSTR. A A PARTITION TYPE S3 V 1 U RA � ED WALL 3-5/ GWB B PARTITION TYPE 3� �— 3-5/8" METAL STUDS AT 16" OC O U.L. #HW-D-1008 (3HR. RATED) MAXIMUM NON -HARDENING 5/8" GWB - FINISH AS SCHEDULED METAL PIPE RESILIENT SEALANT 3-5/8" METAL STUDS AT 16"o.c. MAX. __..___._._.. ... i'r 1^r11 ninrc+nr R-11 UNFACED BATT INSUL. PENETRATION, RA I ION, (1)-xD % out n SIDES ur FLOOR/ROOF PER OPENING PENETRATION MINERAL WOOL BATT ° ASSEMBLY Al INSULATION BACKER ROD AND I M a ° ° SEALANT ON (1) SIDE OF PARTITION `r STUD PARTITION CONSTR. MINERAL WOOL BATT INSULATION - PARTITION TYPE � a °'. WALUSTEEL BEAM GYPSUM LINER PANEL PENETRATION° - 4" C-H STUD, 400CH2O-34 M PARTITION TYPE @PIPE _ 5/8 GWB �. - ASSEMBLY EVALUATION REPORT: AER-09038 - 12" CMU OTOP OF WALL/STEEL - FIN►SHAS SCHEDULED SMOKE -TIGHT CONSTRUCTION PARTITION TYPE 3� CERAMIC WALL TILE (FULL -HEIGHT) 5/8" GWB TYPICAL PARTITION DETAILS TYPICAL FIRE SAFING DETAILS MAXIMUM METAL STUDS AT 16" OC MAXIMUM �- - REFER TO FINISH SCHEDULE FOR � 1V.1 .J. PARTITION TYPE `tr TILE TYPE ` ` ,� �V11F�.; N.T.S.JV � �. • o E , t1 -. (1) LAYER 5/8" GWB 6" METAL STUDS AT 16"o.c. MAX. : y IX z? R-19 UNFACED BATT INSUL. (1) LAYER 5/8" GWB 1 -J ED aR�'���.���,. 00 �— GWB-04 - 1 HR FIRE RATED HORIZONTAL PANEL ASSEMBLY - ,�, - 1" GYPSUM LINER PANEL N PARTITION TYPE Q3�' - 4" C-H STUD, 400CH2O-34 � �+ � (^] ^ � T 5/8" GWB, TYPE X 1V�V J�x ASSEMBLY EVALUATION 3 5/8" METAL STUDS AT 16" OC REPORT: AER-09038 MAXIMUM PILON PARTITION TYPE �6 R-11 UNFACED BATT INSULATION (2) LAYERS OF 5/8" GWB 5/8 GWB NELSON 6" METAL STUDS AT 16" OC MAXIMUM A R C H I T E C T S R-19 UNFACED BATT INSULATION (2) LAYERS OF 5/8" GWB GENERAL NOTES: 3 E J O R D L N LANE WETHERSFIELD, CT. 06109 (860) 563-6164 GWB-03 1. REFER TO ASSEMBLIES, WALL SECTIONS, AND DETAILS FOR EXTERIOR ELVELOPE CONSTRUCTION. ROOM C P ASSEMBLY GWB-02 2. UNLESS NOTED OTHERWISE, ALL NEW WALLS SHALL EXTEND TIGHT TO UNDERSIDE OF FLOOR OR ROOF DECK STRUCTURE ABOVE. PROVIDE - ROOM PLYWOOD, PAINTED 1/2" GW ON 3 5/8" METAL DEFLECTION TRACK AT TOP OF ALL NON -BEARING METAL STUD PARTITIONS, UNLESS NOTED OTHERWISE. 3/4"FRAMING 3. INTERIOR FINISH MATE IALS VARY ON WALLS -- REFER TO INTERIOR ELEVATIONS AND FINISH SCHEDULE. TITLE 8" METAL JOIST FRAMING L ATI S E B A LI F G INTERIOR 5. ALL GYPSUM BOARD TO BE MOISTURE- AND MOLD -RESISTANT GYPSUM WALLBOARD, TYPE X, WITH THE EXCEPTION OF THE LOWER PORTION OF ASSEMBLIES WALLS, FROM FLOOR TO 4' AFF, WITHIN THE FOLLOWING ROOMS WHICH ARE TO BE ABUSE-, MOISTURE-, AND MOLD -RESISTANT GYPSUM WALLBOARD TYPE X: CUSTODIAL STORAGE, AND CAFETERIA. 6. C INATE W C D ING F R R WA MO TI PRO D AFIN S ARTITIONS; SAFING WITH FI P CO POUND AT D PARTITIO ACOUSTIC HANGER 7. WHERE GWB IS NOTED, USE WATER-RESISTANT TYPE ON ALL WALLS OF WET AREAS (INCLUDING TOILET ROOMS, SHOWER ROOMS AND LOCKER ROOMS). 8. WHERE BATT INSULATION IS NOT ENCASED BY GWB BOTH SIDES, PROVIDE WIRE SUPPORTS AS NECESSARY. 9. PROVIDE BLOCKING IN WALLS AS REQUIRED FOR ITEMS ATTACHED TO STUD WALL. COORDINATE WITH ALL DRAWINGS. 10. PROVIDE VERTICAL CONTROL JOINTS IN GWB WALLS AT 30'-0"o.c. MAX. AND HORIZONTAL CONTROL JOINTS IN GWB CEILINGS AT 50'-0"o.c. MAX. CAULK AT JOINTS TYPICAL. DATE 11/2/2018 ACT-03 ACT- 02 11. ALL WALLS TO BE WALL TYPE'40' AND TO EXTEND TIGHT TO THE UNDERSIDE OF THE ROOF DECK UNLESS NOTED OTHERWISE. GWB-01 12. AT ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE COPYRIGHT (c) 2'x2' SUSPENDED ACT TILE 2'x2' SUSPENDED Moser Pilon Nelson Architects 1/2" GWB ON SUSPENDED SYSTEM, SUSPENDED BY SCRUBBABLE ACT PROTECTED OPENINGS OR PENETRATIONS SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL BE GRID SYSTEM LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR -CEILING OR ATTIC SPACES AND SHALL BE LOCATED WITHIN 15'-0" OF THE END OF EACH WALL ACOUSTIC HANGERS, AND AT INTERVALS NOT EXCEEDING 30'-0" MEASURED HORIZONTALLY. LETTERING SHALL BE NOT LESS THAN 3" IN HEIGHT AND A MINIMUM OF 3/8" REFER TO CEILING DETAIL DWG. NO. SHEET STROKE IN CONTRASTING COLOR. WORDING SHALL BE "FIRE AND/OR SMOKE BARRIER -PROTECT ALL OPENINGS". 4 CEILING TYPE ASSEMBLIES 1 INTERIOR PARTITION LEGEND A093 A0.3 1" = 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 1V10CK- U P T Y PE L, 4 SIM A5.6 — — — i 1 MOCK-UP TYPE 2 ELEVATION 1/4" = F-0" A0.4 MOCK-UP TYPE 2 PLAN 1/4" = F-0" CV co CAST STONE TYPE 11 S I M F7� 1 1 1 i 1 1 1 I t 1 I 1 I t 1 1 1 1 1 � 1 1 � 1 1 1 � 1 1 BRICK VENEER SOLDIER COURSE STACKBOND If 1 1 t I 1 t A6.5 rd I CAST STONE TYPE I 3 A6.5 I 1 1 T%4n .K-T JTP TVPE 1 _Lv STUD BACKUP WALL CONS R. - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - AT INTERIOR LOCATIONS: - 5/8" GWB - INTERIOR FINISH AS SCHEDULED - AT ROOF PARAPET LOCATIONS: - 5/8" GLASS MAT PAPERLESS SHEATHING - EPDM ROOF MEMBRANE STUD BACKUP WALL CONSTR. TYPE - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED BRACING AS REQUIRED - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GW B - INTERIOR FINISH AS SCHEDULED MOCK-UP TYPE 1 ELEVATION 1/4" = F-0" L' U" 0'-4" G'-U" 9'-4" 3 A0.4 MOCK-UP TYPE 1 PLAN 1./4" = F-0" STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 Ize ti �(y o��•1CAN I�'�'`� *. MOSER PILON NELSON ARCHIiECiS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE EXTERIOR WALL MOCK-UP DATE 11/2/2018 COPYRIGHT (C) Moser Pilon Nelson Architects MOCK-UP TYPE 2 SECTION 3/4" = F-0" MOCK-UP TYPE 1 SECTION 3/4" = F-0" DWG. NO. A0.4 WE s KK MM PP TT UU 91' 4" PR( � I I GRADES 3-5 C CL ISSROOM . 210 GRADES 3-5 CLASSROOM I 11 1 rK-OUT ORRIDO 28485�C I I GRADES 3-5 CLASSROOM 212 DN — I6 GRADES 3-5 I ' GRADES 3-5 CLASSROOM CLASSROOM 2 99 213 — — — — — — — 7 �i ORRIDOF1i 282 II 11 I i GRADES 3-5 ui L GRADES 3-5 CLASSROOM CLASSROOM 208 214 — — Ll — — — — — 8 GRADES 3-5 GRADES 3-5 N CLASSROOM CLASSROOM 207 2— `\1 s GRADES 2-5 GRADES 2-5 L T R I FLEXIBLE FLEXIBLE CLASSROOM CLASSROOM 108'-0" - I 206 216 1 I I I I If F-1 FN_+1. II_I i / \ OPEN TO C? BEerO j LC J. Jill / I \ / I 11111 I u }17 II— — — — =E 1 _ :7 11 I I 1 ROOF BELOW I I I I vv v l o I--------- , I o f r-1 1 , FT I ROOF BELOW �-1 LJJ 10 1 1 0 ® Q 10 1 d o o LJo � o 0 2 SECOND FLOOR OVERALL PLAN - ALTERNATE I 1.01V 1/16" = F-0" - � �I IFI. I - - -ram — — TH STAI S201 _ 1 a GRADES 2-5 FLEXIBLE 16 - — —` _ I CLASSROOM IDF 217 O PonF REL nw lL Ali il'�i — —}-ad ILET 203 I STRUCTIONAL 204 STORAGE - I 1 218 e - _ & ER _ STORA r BOYS' TOI T 202 L 9 SPECIAL fEDUCATION BEAK-T (RESOURCE AREA ROOM r - I ET - 201 — — — — I , 220 0000 6LLVVV L� J 0 1 ROOF BELOW I 1 O i I I 1 1 I BB JJ JJ.9 MM.1 NN QQ \li ROOF BELOW e SECOND FLOOR OVERALL PLAN 1/16" = F-0" 3 C 108'-0" w J KEYPLAN KK MOM PP TT CUU` 82'-9 3/4" 1 2 3.2 I A3.2 I 1 GRADES 3-5 061GRADES 3-5 CLASSROOM 1111 CLASSROOM 209 — GRADES 3-5 I GRADES 3-5 1 CLASSROOM CLASSROOM 208 F214 I �Id �CI A GRADES 3-5 49 GRADES 3-5 CLASSROOM GRADES 3-5 CLASSROOM 215 REVISIONS CONFORMED SET MARCH 22, 2019 1 3122/19 CONFORMED SET STAT E PROJECT NO. 132-0089 N PHASE 2 OF 5 0 con Q o � wWU OxcN371 z � - 6 o � a a a — 1 8 -- 9 A3.1 II I-1 1Sli CV N N 10 GRADES 3-5 CLASSROOM 216 282 LR .. MATCHLINE 14 - ``������N��iti�►��ttir� _ 1 / A1.3 ���,� JCANA ,�.� Ttl ������ �� , .o 1 sirAlR MATCHLINE 4 ti4J�� �4ft�N' G A �'201 I GRADES 3-5 of a o: x CLASSROOM 2 / A1.3 IDF ELEV. . ti ® EL-1 J\ ALCOVE I 'taiaiiti'� A3.1 283] ROOF BELOW ILET To _ OILET INSTRUCTIONAL 203 STORAGE - I 1 218 ENERAL STORAGE �y - I 2 I r i 1 t - BOYS -MEET- — — �� ,f- /1 C'1 T1 Tl iviu4�)1jK L Y'X9 BREAK- — — 24 PILON SPECIAL OUT 1A EDUCATION 9 28 ESOURCE ROOM NELSON r EAST LOBBY GIRLS' TOIL _ A R C H I T E C T S 181 30 JORDAN LANE WETH( 60)RSFIELD, 4 .06109 A3.2 ez - SLOW- - TITLE ' I � OVERALL SECOND I 0 0 ROOF BELOW A3 2 9 FLOOR PLAN 11 i I I 1 1 I 1 DATE 11 /2/2018 COPYRIGHT (C) 1 Moser Pilon Nelson Architects 1 I 1 DWG. NO. Iz M I 1 1 T ' ¢ Q A3.1 ' N A190B BB JJ MM.1 NN QQ SS OSCGR ROOF KEY SCHEDULE ALTERNATE 1 ROOF PLAN I Fr-.FNn NEW ROOF AREA ROOF / ORIGINAL AREA (SO. PITC NEW CONSTR. PROGRAMATIC AREA DESIGN. FT.) H BLDG. ROOF DESCRIPTION DATE BELOW ROOF R-1 13,750 SF 1/4' / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT. 2020 CORE AREAS R-2 1,406 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 STUDENT SUPPORT ROOMS R-3 1,495 SF 4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 ADMINISTRATION R-4 168 SF 4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 ENTRY CANOPY R-5 71 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 SPECIAL EDUCATION R-6 541 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 KINDERGARTEN R-7 18 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 ENTRY CANOPY R-8 6,147 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT. 2020 GYMNASIUM / PLATFORM R-9 858 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT. 2020 ADMINISTRATION R-10 1,322 SF 2" / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT, 2020 CAFETERIA R-11 1,549 SF 2" / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT. 2020 MEDIA CENTER 0 An 7 070 ec i 1m1 i 10° Vo QINIr1 G_f= PI V hARAP /f=PIIAAI TAPPPM INRI II gn9n CI ASSOR)MS R G/ -Ie_ !,V 121 I/'T I 1G ICJ —1-- %- ..1 .. •-•••-•• --• •�-• •--­- R-13 12,398 SF 1 4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 CLASSROOMS R-14 267 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 ENTRY CANOPY TOTAL: 47,267 SF- EPDM: 33,207 SF, PVC:14,060 SF 0' 30' 60' 120' OSCG&R ROOF :KEYPLAN ALTERNATE I V = 60'-0" 0' 8' 16' 32' OSCG&R ROOF "KEYPLAN OSCGR ROOF KEY SCHEDULE ROOF AREA DESIGN. AREA (SO. FT.) PITCH NEW ROOF/ NEW BLDG. ROOF DESCRIPTION ORIGINAL CONSTR. DATE PROGRAMATIC AREA BELOW ROOF R-1 13,750 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT. 2020 CORE AREAS R-2 1,406 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 STUDENT SUPPORT ROOMS R-3 1,495 SF 4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 ADMINISTRATION R-4 168 SF 4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 ENTRY CANOPY R-5 71 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 SPECIAL EDUCATION R-6 1,141 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 KINDERGARTEN R-7 3,122 SF 4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 KINDERGARTEN R-8 6,147 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT. 2020 GYMNASIUM / PLATFORM R-9 858 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT. 2020 ADMINISTRATION R-10 1,322 SF 2" / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT. 2020 CAFETERIA R-11 1,549 SF 2" / 12" Yes SINGLE -PLY MEMB. (EPDM) PITCHED STRUCT. 2020 MEDIA CENTER R-12 5,707 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 CLASSROOMS R-13 10,489 SF 4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 CLASSROOMS R-14 267 SF 1/4" / 12" Yes SINGLE -PLY MEMB. (EPDM) TAPERED INSUL. 2020 ENTRY CANOPY TOTAL: 47,491 SF - EPDM: 32,217 SF, PVC: 15,274 SF 25" y TYP! O Fm TT1 UPPER KOOr' OVERALL PLAN 1/16" = F-0" j J EPDM ROOF CONSTR. KEYPLAN BATTENS ROOF CONSTR. TYPE 20 EPDM ROOF CONSTR. TYPE 10 iJ �J I I lit I�f REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 0 O �+ Q o �2 ZWU Ow.l O w z w z �F � o 6=mmd � o a a a .ems, ® Z, _j ROOF SEISMIC JOINT--,,,` . )OFING TYPE 12 �_ _ _ 1 EPDM ROOF CONSTR. MOSER �a �i' - -. . - . :. ..,..° TYPE 11 ,PILON --- ROOF SCREEN— -,NELSON + _� ARCHITECTS MT1-�� L — — — — - - ...--: WETHERS 1- FIELD, CT. 06109 I I-EII 0000 ❑ ❑❑❑❑EJ❑❑ ® ❑ ❑ L I-1 ❑ 0�00 ( 6 ) 563 6 16 4 ❑ O 8 0 o I IE:jl u. TITLE Air Lj_j FT, - Ho TT E OVERALL ROOF - - j ® r0 . 7 8 Q---------J I L PVC ROOF WITH PLAN o DECORATIVE BATTENS ROOF CONSTR. TYPE 21 I_ I L PVC ROOF WITH DATE 11/2/2018 DECORATIVE BATTENS ROOF c COPYRIGHT ( ) CONSTR. TYPE 20 Moser Pilon Nelson Architects MEMBRANE ROOFING TYPE 12 DWG. NO. FFrF,: i i 2 OVERALL LOWER ROOF PLAN 1.oC 1/16" = P-0" ALOC I T 83-0 3/4" 15'-8" 2 A2.0 A3.2 A2.3 1 3 4' BLACK HT VINYL FUSED CL 20 A3 2 FENCE, MATCH TYPE USED A nni IA Ir'N nI n\/n nnl IAIn MCC= -rn I I H PSV VIVO f"L/1iunu IVU, nCrC I V SITE DRAWINGS 1 A2.1 A4.2 .-4'-0' 4'-0" A2 1 4'-8" 8'-8" 4'-0" 4'-0" 2'-8" 5'4" 2'-8" 5'-4" 2'4' 4'-0" 4'-8" i 8'-8" 4'-0" 5'-4" T'4' i 8'-8" 1 4'-8" 1' 2" _ S 0 1' 2" t YP 11 zzo 19 A2.3 F70 2 EA5.3 133� F70 F72 134. _ F70 132 _-- -1 1 KEYPLAN t TB-1 2 TB-1� 2 HATCH INDICATES MILLWORK I I i I I I I 1 I KINDERGARTEN 1 i LEGEND i 1 A8.0 I 1 _32 DE GARTEN I KINDERGARTEN 25 1 KIN Qo GENERAL NOTES: 1. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS rz 5 I I 28 A8.8 26 I ; PROJ. I REFER f3TT OOM 132 FOR REFER TO ROOM 132 FOR AND ENLARGED PLAN DETAILS ARE, TO FACE OF STUD, A5.3 -I 27 _ r ELEVATIONS_-_ - A91 P-ROJ. ----INTERIOR-ELEVA-T-IONS- - - - 2 TO FACE OF MASONRY, OR TO CENTERLINE OF 1 (F.F.E.) OP COLUMN UNLESS OTHERWISE. 47 1 PROJ. 1 a; 2. REFER TO SHEET CD1.1 CODE PLANS FOR FIRE RATED t nviT�o AKIn CI ��in-rintoo (F.F.E.) 1 II PARTITION. LOCATIONS AND RATINGS. 1 IVIJ I CJ HIVV CLCYYI I I%JIVJ 1 - U I 3. REFER TO SHEET A0.3 FOR INTERIOR PARTITION TYPES. A2.2 16 1 TYPICAL FOR KINDERGARTEN 3 1 I I LTERNATE 2 NOTE: t 1 CLASSROOMS I ECESSED j 4. REFER TO INTERIOR ELEVATIONS FOR TACK BOARD 1 I 1 ANIFOLD BOXAND MARKERBOARD DIMENSIONS. M OUNTED 42" A.F.F., ° 1 ��L� I i EFER TO MECH. o n o 11-4@> 2/("A 2. WG5 II 91/2" d t '' 0 8" 1 21'-2 7/8" 1 t I I T-9 5/ " 21'-2 7/8" 1 7 -10 3/8 3 r; 1 t 1 � ' r=132A 2 I 1 133A 3 ~ 2 = 3 ^ , r\ 2 f 134A 3 S3 /-DOWNSPOUT, DOWNSPOUT, - I \� �� I S3 TOILET TYP. I TOILET o � 3 � S3 - _ _ _ - _ _ �-TOILET Q X.4 Z.2 AA.3 DD GG KK M1M SS TT i 132A 3 ;� I qg i 1 I ^ 133A 134.1 co 3 134A _ 12 TYP. �' 133.1 _ A5.3 3 [� 132.1 i Q IT 1 �l - -- 3 -t r B 1 /\ B-1 B-1 �-� z" 4 r I N - - -�� - - w�y� - - - - r_ 1 - o i 1 i I U EC- 8 1d18/8 2 I �" DOWN SPO'UT� 3 A9.1 1 5 1 A9.2 t �4'.g 6.4 6.p 5_g z �1 I A3.2 A3.2 I 2 TYP. 15 S3 i S3 r UP 33 1 6 V TIBULE 7 I i t 7 A8.12 6 I I CORRIDOR i 102. I 1 1 °o A2.2 1 194 8 10.3 i N 192 ; I 4.10 4) !r v - N '�---------- t1 I-3'-4" 102. T A .1 1'2' r _ �T i i t 10 2 A5.3 I 1 13 194 10 A8.12 19 i 3 � 2 ' I S ; OR SHOSTAIR BROW 1 1 ' r 1------------- - 1'2" 2 S3 I OR I ii518" 8'0" 115/8" i i S2 DN 21 FLOOR --T A3.1 N ------+---- ° `� �, r T9 193 ' CLEAR 13 - MAT IN E - - - - - - 1" ( A9.1 1 ( t o _ -- o��-�rlr______ i I .. Tv i" E� � � � MW OP 1 UP 8 I Si A 138A / L\ 9 TB-1 o I 1 3 TOILET q q TOILET 13 I A5.6 2 I 1 t 101. j A5.3 131 A 2 135A 4 A5.3 3 Q 1 2 3 A9. 3 A9.1 `� 1U I B�1tMW%TB - - GDI 131A 6 A2.2 1 SOUTH STAI 14 t 1 1/ A1.1 2 z VIAL ARTS O 1 S101 13 A9.1 _ j A7.1 F79 2 3 = _ F76 J 3 2 A2.1 A=;A A9.1 I PROJ. Lu Lu CL�ISSROOM� 4 g 139 L-®� I 119 I A5.3 S2 - - -101. ; (F.F.E.) _ 21' 8" 8' 2" o = o = 8' 2" 21' 8" 0 15 ---- -- - - 2 t I F70 °P CP o 0 2 2 N ' N �3, I t -- - - .�^nRQinnR 29 10"- - 16 I ��RADES l-2 2 r o 0 3 GRADES 1-2 ----------� ------ _ ___ AC 13 •-I �iLH.7JfIV VIYI a' I N �' N V --R - DOWN READING 2 ' 02 SPOUT, TYP. A7.5 1 I ELEV.j 191 ml INTERVENTION VENTION 2 N - 131 I 135 F70 o CLASSROOM I I g l EL 1 S1 3 _139 1 2 0 6' 0 5' 4" 6 0 5' 4" 6 0 I 1 N O° O R NTE TO ROOM 129 FOR T Y REFER TO ROOM 129 FOR bo ' 16' 10" RIOR ELEVATIONS ° ° INTERIOR ELEVATIONS PSYCHOLOGISTt t co 2 N S3 1 , - ' o 124E 11 ALIGNzo 4 A8.9 2 F79 2 A2.2 A2.2 8 I A9.1 -LiMT - 1 10 6 �' °° - - -- - - °° O 6 0" 126 3 A8.12 3 ev - - - - - - - - -- m o - - -- - - - -- w 7 I _ 7 I = MB STOR O � A5.4 I 2 1-9 2 2 10' 9" 126 r = TB 1/MW/TB 1 A5.5 2 Ty m F82 M F81 _ _ _ F83 = A8.9 5 DOWNSPOUT 18 "T - - _- - - - PROJ. T 39A. �TVID ;� r� F76 PROJ'. /1 \ F79 7 6 FRP 1 1SIONP 20 ici (F �) AB. 131 co B "-I/Myv ��__ SO TER•i 4+� � SORTER �- �, INSTRIICTIONA-1=- �o C0 6 TOPNSPOUT2 6' 3 S3 STORAGE�, 6 = ---_' i KILN ROOM A5.3 A5.3 M A9.1 - DOWN SPOUT, B 11MW/TB L _ __-t - - _ 0 119B A5.3 TB 3 124E 39A. 139A€ MW o ' - KILN WORLD SPEECH WRIC 3 O74 2 w 6 I 1'2"� 4 A2.0 oP TYP. MW cozo ' r LANGUAGE 15 124D WIRAPPED 3 - `� 2 TPA - A A TB 1 r 124C 6' p ACOUSTICAL OD TOILET a� = TO LINE OF SEISMIC MB RELAT ELECT 125 FEC 1� _ ! w � w ' JOINT, LOCATED A8.8 14 - ' 2 130A � 17 � 1` r O PANEL SERVICES 125 w SPECIAL 7 I 3 = W ZD J 3 f76 d - WI1jHIN WALLS 6_p I A8.8 116 124 EDUCATION 2 `r F79 = _ AND CEILING MB 6 6'-0" 6"' r+� 3 2 6' ADJ. SHL-RESOURCE 10 A8.9 8 o F75 130A Y z Y z 06A Co uj �'j' A9.11 2 124C 124D MB A8 g f Al" ROOM - -- - "' - - --- - - -- -- - 3 0 = o - - 12 _ -- - - - 22 ' 3 STO 124 S3 140 (PROJ.) 9 �° r- x r X °o zioSOCIAL 124B g 124E 33/8" F.F.E. 1 , -- p -- p N GE�ERAL 6 WORKER 5'-5" 2'-2"� 2 20' 5" 12' 6 3/4" N 140 r� 9 A2.1 OD x °o X I 124E 4' 0" 8' 4' 0" 2 124 O 6 � B-VMWITB-1 2 8 F72 0 Co LO F72 USIC C TB MB TB = - - - I -_ 24 O GRADES 1-2 3 GRADES 1-2 O 25 - i20-____..-__ -_ _____ __ I - 124A TB-1/MW/TB-1 A2.1 CLASSROOM =v N CLASSROOM N O 3 141 / zP 1 130 - � 13 - ° 8 STOR TEACHE II O OT/PT 11 N - - - - - -. 3 RESOURCE ;n m Cr__ ' 1 2 - 1 123-A 123A WORKROOM CONFERENCE ROOM - A2.2 12 REFER TO ROOM 129 FOR ° q Y Y ° - I bJ' LIGN 1 3 ROOM m' 141 F78 1T INTERIOR ELEVATIONS � -t REFER TO ROOM TI FOR O � "'' 123 101 F76 N ill(I INTERIOR ELEVATIONS F79 __ -f-- ---- - j 11 - - 26.5 I m T ml 2 zo 124 1- 26.5 4 A8.8 2 II 2 A8.8= 14 A8.9 12 � � ,.�, � I 1 A9.1 ao 3 to I r; 2 PROJ. _ = - _ - � _ PROJ. DOWNSPOUT, 3 TYP. 1 TLT ch TLT - 3 5 191.1 , 6 Q - - (F.F.E) o0 S3 1 2 PROJ. 1 Of 13 1 2 z ° (F.F.E.) 13d °° 136 I 121 O° COP � o SORTER CORRIDOR SORTER ao 1 � 1 (F.F.E.) 4.5 q N 2 - - 171v10Vff �1 - _ _ `r' 191 i TB-1 /MW/TB 44 0 2 1 co S3 NIC EQ EQ _ _ _ - 122 123 TB 1 MGCl/1` I ° �� 2 N = -- -- 1 - - - - - --fl ---�_-_----- ----- -- - - - - - 27.5 N !MW(f i 12 3 i 27.5 -- - - - 1 6 i i 1 DISPLAY CASE 6 2 = I u i B 1 61 i z _ _ _ _ _ F79 4 A8.12 2 I tT F76 --E zz C-- l DISPLAY 16 I N _ 9.1 - - - 10.3 180 O ! 29 A5.5 (F.F.E.) CAB. t I 137 PROD. e 22 i `- - - - - 9 4 3/8' VE TIBUL 180.1 1 PROJ. 12 3 CAB. 10 4'8" 8'0" 3'0" T53/8" A8.1 I ---- F ---- - (F.F.E.) i 1 1 3'-2" 8 -0 � - - - - i I 10.3 I 1 181.1 1 - - - - 4'-8" 8' 0" T-0" T-5 3/4" 4'18" 5' 0" 5' 2" 5' 0" 2' 0 7/8"/-61/8" i 9 A8.10 2 F3 15 1' O - �- - - -- - - ---- - - -- - - - - -- - - - -- - -- - °P 9 2 A2.1 0 °O �E 9 I I 2 O A4.6 `" `� GRADES 1-2 n' ; N ' A91 i 1 3 I EAST LOBBY qg g 16 I I i C ASSROOM 2 i TEEL COLUMN I 181 129 0l S P - 7 A2.1 i A4. REFER TO STRUCTURAL 8 181.2 FEa 2 180. F4 i _ f i A9.1 17 33 03 C70 " 3 i ° OP A - - --TB 1 - ECJa - -- - - - - - - - -I oo 21 I oo 102i 1-01. -. 1103 - - - - - - - ` � r � 101.1 - - - 34 N 5 t 2 N 24 A8.8 22 I 3 � w � W 3 GRADES 1-2 5 2 31/4" I _ HEALTH F4 KNOX z z A3.1 13 A8.5 8 3 6 A3.1 CLASSROOM 1 A9.2 �" � 1 _ I � I I O � I i BOX -r co 23 = � _ � - i I �, SERVICES A8.5 2 - = cs = c� 137 co 1 3' 10.4 12 1 2 I 4';0" 102 6 MAIN OFFICE d °O I uZ w A4.7 2 - - _ - - - - - N i NOTES AND ELEVATIONS Y Z Y Z N UB,ICLE t 1 m _ T� D 29 A4.6 101 TYPICAL FOR GRADES 1-2 0= o i T 1 i I CURTAIN WITH 2 - PPLY 4-0' 02. CLASSROOM I REFER TO ROOM 129 FOR f 1 I L 1 I� 102C TRACK ABOVE, _ _ _ 1Q. _ ALIGN FACE OF S UD 14 A2.1 o `� F76 P P INTERIOR ELEVATIONS F79 -��'---------�� PRO m REF, NIC N= TYPI�I i I F821 Fo "' 1 -- o X o x 3 10.4 2 I 1 6 3 i - 1 i 27 129A _� r �, 137A 104 6 F.E.(F.11 �? - 3 102A I <r• l � MEDIA CENTER 2' 0" r 2 DOWN SPOUT, 2 4 A2.0 S3 -7' 10-101 I 3 I T I '- 2 A8.5 12 ICI � � I � „ I _- TOILET 10.4 _ A8.1 ---- - -- - - - - - - - - 6'-9" 2'-9" - _ i - - I - - - - - --- 38 TYP. 1 Al M 1 3 j OILET A I i A TOILE - 3 ' 13 FACULTY I I T- S3 13-9 1 2 \_ 39 ' co 2 I TB 1 " 1129A i I FEC 137A 6 TB-1 -DOWNSPOUT, °O ' 6 LOUNGE 3 1026 I t A8.5 1 O t MW 4LL4[� i M 1 I MW TYP. 16 A8.5 14 103 I O 10 IA8.5 i 1 - I - M _ 104 LINE OF SEISMIC 1 [] COPIER 1 o I F81 ! WITHIN WALLCNSLT N L I S3 NIC I I -- ------------ 15 JOINT LOCATED 3 I 4 S ROOM BM r� 1 i TOIL T 1 1 2 T I L7� i 138 CAB. PROJ. F76 A4.9 I 1 101 ---- ---- I 3 = 17 �-- °O --- (F.F.E.) 104 6 i A8.1 4 A8.5 2 °,, _ - - - - 3 - - M --- 3 ' �5.5 1 6 01C 1 A5.5 ao - MATH d S o0 I g 20 A8.8 18 INTERVENTION r co 1 "' ao -L 1 - t - - - 41 = 128 I _ m j 2 I _ _ _ _ 101B 101A i � 19 ~ `r cn PROJ. ' 6 F79' F72 2 F76 ALIGNI'AC 6 I I '' v 6 (FM r..E) 4 128 � _ F72 A5.5 O 2 OF STUD CONRFOEOR CE 1 C° � iIMWIfB =Fula GRADES 1-2 a' PRINCIPAL'S 7 101A /MWITB Cr � CLASSROOM N O 6 OFFICE ,- „ PROJ. �, Y 3CP A2.3 I ' 6 0 � � j _ �, �'-'� 1 127 � = 138 A5.5 S3 I A2.1 1 F81 1016 TB m (F.F.E.) oCD 27 A8.5 30 N D83 I 9 10 I I o REFER TO ROOM 129 FOR 5 A8.5 4 ENGLISH o, INTERIOR ELEVATIONS S3 1 26 6 � 2 A5.5 C76 13 A8.8 11 LEARNERS c2 M X F79 DYL( ' C) 12 127 f I � r - - - - -- - - I I A5.3 I LKR BLANK _ 1' 2' g F79 F72 F76 F48 1' 2' I `V - - - 3 I _ " N I I 46 ao ° rr, N� 2 11 3 I r 1 2Q 2 15 1'2" 1 2 �A LSE ` Y zl 2 I 2 2 -� �21A- _ �� moocm �� �� ����®C-D - r Q I A5.5 1 - 3 4 A2.3 I I A3.2 A3.2 A2.1 (A.2 Si TOIL E,. o nl i i 8 13 3 Q M 1 o A9.1 7�/ 'TB-1 F76 � A4.3 A3.1 MW MATGu61N€ I 7' 4" 4' 4" 5' 4" 3' 4" 5' 4" 3' 4" 5' 4" 4' 4" 7'4' 4' p" 5'_4" 5'-4" 5'_4" 5'-4" F-4" 3'4' T-4" V-0" T-T 6'-0" T-5" I --------- I I .1 46'-0" 34'-0" 34'-4" U O O O Z.2 AA BB CC C.9 EE HH JJ JJ.9 KK LL MM MM.1 NN RR SS TT.6 VV PARTIAL FIRST FLOOR CONSTRUCTION PLAN - SOUTH 1/8" = F-0" PARTIAL FIRST FLOOR CONSTRUCTION PLAN - NORTH 1/8" = 1,4, REVISIONS CONFORMED SET MARCH 22, 2019 1 2119/19 BID SUPPLEMENT 1 2nIFT2-- COO-MEDSE■ STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE PARTIAL FIRST FLOOR CONSTRUCTION PLAN - NORTH AND SOUTH DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A L I OR� REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 1) 910711A 11MICnORAIM SET L JlLLI IV I,VIVI-VlVIYILV VLI AQ QB C D E F G H J K L MO �N P Q R OT UQ O X X.4 An 16'-t I ' 6 8" I I 41' 4" 6' 8" 2 20 0" 9'4' Z'-b" 4' U" U ----- --- - - - - - - - - - - - ------- - - - - - - --- ---- J I I I I 3 6 2 i z " A I I --- - - - - - - - - - - --I--------------- - - - - - ------ - '---- 4.5 - A3.1----A7.3 --- --t, „ 4" 4'_8 6,-4" 6'-0" 5'_8" ~ -- - -------F 1 5 8 6 0 6 ¢' WES SOUTH 1 11 1 3, I A7.3 1 I A6. A2.0 A2.2 3 I I UP 1 1 t t 2 i_zr_4 (A�2.2) 3 1 1 11- - N F75 F73 F78 ' r 2 - _ . - �1 - Z-V t - - - - - - - - 11 -- I 3 13 - - - - - - - - - - 1' 21/4" ° II- 2 m KEYPLAN 1 1 --- - - - - - - A5.5 2 A2.2 4 HATCH INDICATES MILLWORK t 1 I r I 1' 3 2 _ i i I 1 2 b I LEGEND 7 LINE OF PLATFORM 1'_4" 8" 11 I i i CURTAIN AND IJ 4' 8' VISUAL ARTS 3 I I AS 2 I I LINE OF SOFFIT i I I L RIGGING 1 CLASSROOIVIQ A5.3 GENERAL NOTES: t ABOVE I I I 119 1. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS 15 - - � - - - --- - - , I 1 i i I I � I �- -- - ----- -- -- °' -- - � AND ENLARGED PLAN DETAILS ARE, TO FACE OF STUD, I I I I i I I 6I �; TO FACE OF MASONRY, OR TO CENTERLINE OF ' 3 - COLUMN UNLESS -OTHERWISE. co,t I I 12 E T I 9 A8 7 7 2. REFER TO SHEET CD1.1 CODE PLANS FOR FIRE RATED i I I I INSTRUMENTAL A4.4 / ( N 5.2 185 I Q PARTITION. LOCATIONS AND RATINGS. '� I 81 3. REFER TO SHEET A0.3 FOR INTERIOR PARTITION TYPES. VAi I I I MUSIC AND I r� a 1 1 I 8'-5 3/8" 16' 10" I 4. REFER TO INTERIOR ELEVATIONS FOR TACK BOARD I IPLATFORM 0 L 11AND MARKERBOARD DIMENSIONS. r- 118 185.1 1 I ZA2 I \ -I I YMNIASIU I I (- i I I II 5 A8.7 3 11 j 3 1119 2 PROJ. r� 1 1 A3.1 4 /� f t A8.3 3 (F.F.E� 4 4J W71 14 I I I, i I I 3_ �1 M � II I i i I i III i 1 119A - 119E - t f t A2 3 18 i I I ( 1 - -� 18 I � I w ' 3 i_ t I I LINE OF VERTICAL t co S3 6 �- FOLDING i C►ORRIDOR VISUAL ARTS 10 _ KILN19B OM A5.3 t 184 STORAGE ^ � 0 KILN i I I PARTITION ABOVE - , /1 ' 1�q ,, A0 y i i T_ - I J � 2` 1 1 --- III---i----- ----- --{ - - T- 0. o S3 V 15 A87 14 I 1 I I I III - CORES_:SO.LIDJJ�T rGROUT CM _jh, -- t- - 6 1 F C ADJ. SITELVING 21 -� -- �? I 1 � � i i ' I 1 � 1 -- - f4+1 i TB-1/MWV/TB-1 i I T - TiADED WALLS I A2.3 I I I I 1 FEC 1 A8.10 I `�� I 6 12 4' 0" 6 -8' I I I I I I CDr 1' 1" 15 7 T_7" I 10 i t I 120' PROJ. I A9.1 A5.2 1 OP 16 A2.3 I A5.2 1 A/V 1 I O F.F.E.)_'( 2 - = 0 17 A4.9 I 117D 11 1 10 1 GENERAL 9 I I I I I A7.2 8 1 ---- - A5.2 A5.2 1 7D� A9.2 I 1 I MUSIC I 120- - Sg � � - 2� - 17B. - 77A ---- - -T ----- n - I ------ - I - - - - I 2 - lay. i RlOk v I - v -- - _ PRACT "`"'"_ 1 i 26 MECHANICAL 8 I �I I 8.6 I + EWC R A8.4 # \ 18C. ACCE RM 18C. 1 1 ° 6 114 I P.E. STORAGE P.E. OFFICE GY A U ] 118C 118E 19 A8.7 17 I SO A8.11 13 8 CHAIR 8 I 117 I 117A I 8 Al JE A9.2 UP UP SOI 3 1 i 1 � � � ^ o IT VEST I CUSTODIAL STORAGE $ 17E 1 i 118A I I I 18 C_1 co A2.3 14 tlll I MAIN 8 31 I DIELECTRICAL N 113 CO ❑ r� T FE 8 OUTDOOR o EQUIPMENT o ao 11A. STORAGE 111A 36 zo - - - 11 A.1 _ ZV 37 n �' 134' 13' 4� 12-0" _- t---ti_ti_�ti-. r- - • . 1 ICI ' I�,(,�._'� � i v1 I / � ' I � � ; '. qua FRA ,' • ' • • ' m • • • • _tea - ----- ®tee. ' • �+ A 9M�`•%i+r�� % L= 1��7. ��i INWEVAGiflipm-up -al KITCHE ORFM 5) CORRIDOR STORAGE A8.10 -dip F1827 /0/pPAN /IRL OIL" _w mmw 3" / ,// © MIR wo ),r 0 0 KD 3 OFFICE 'FEC STEM LAB .■�11. 1 • •' 1 - MECHANICAL DOCK LE ELER - 0 0�o A2.0 2 AND DOCK BUMPER N N --I 34'-8" IIRi.N0I(y{ii wi���i� • I • I ;Il r 1►�!����r yi r 1■■■ ® ••'�II ®I.IIIUNITS lit 1 1 D: - fell OFFICE i CUSTODIAL OFFICE (3)"WX �'EDX3("H-DBL-TIER1}-- I---------- --- -- - I I --- 4- A8�6-2------------ KITCHEN 3 A9.2 EST 009 5 qR' I S2 !6 A8.11 4 V w _ - REF NO �ER1ES I �* - S2 l; - - - - - -' f ._ 3 ,► �. DRAWI R KITCHEN I 1 IPN D LAYOUT rh dil 12,Qt F51 KNOX p 8 < A8.6 6 N A5.4 BOX JI BELOW - 7 Q]_nu 7'_d" F'_d" 7'-A'i I .�)'-d." T-4" 48'-0" CO F PARTIAL FIRST FLOOR CONSTRUCTION PLAN - WEST 1/8" = F-0" 0 0 N N 0 N i. a� E z U 0 d z 0- A4.9 CAS STONE PANELS (TYP. OF 3)' T-4" H J `I 38'-8" F50 9 A2.3 1 12'-0" �3 20 I VIDEO 23 A8.5 21 1 d PRODUCTION PROJ.En A'4 22 (F.F..) \ '"'-' "104B 40 - - ---- - - - -- - U- - -- - - - - - - - ALIGN�FACOF STUD b 6 04C ■ �'f11A /�G■ITCH mcvlr� �,�Iv 1 �n L-RECES�,ED MANIFOLD _ WORKROOM �j BOX MOUNTED 42" 0 104C CRIER A.F.F., REFER TO MECH. ( DWGS. I I'- 19 0 17 42 9 I I rF 15 A5 5 2 3 1 A5.5 O - - - - -. A2.3 4 F48 2 I r_ z•_ Y �4.3 4 i N I3.1 10.41 5'4° 3, 4, 513,-4„ 51 1, 14'-8" T-4" 1 4'-4" T-4" 3, „ 47-4 P S V W STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 MOSER PILON NELSON ARCHIiECiS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL FIRST FLOOR CONSTRUCTION PLAN - WEST DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. All W-1 0 q I A2.3 4 N N t` o N a� E z / _ 4" i 2 6 q )- - - -- - 4 / 1' 0" f 39 ® ° p ® GRADES 3-5 TYPICAL 1 6 U, � ° OP i j o 1 I I N I -- w w CLASSROOM I- H CV A5.6 li I I I I I 1 I 1 I 1 MEMBRANE!ROOFING TYPE 12 1 I HP I 81 1 1 I 1 A5.8 2 0 I I I I A2.3 I A2.1 % I ` t--- ------------- - --- A145 ROOF 3 4 3 ABODE I j 15 2 I 2 A4.3 A3.1 A3.2 A3.2 A2.1 A4.2 I aaz EE GG JJ LL NN RR PARTIAL SECOND FLOOR CONSTRUCTION PLAN - SOUTH REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 L 31LLI IV VVIV1-urNIVIED SET AA.s KK MM PP 00 TT 1 2 A2.1 A3.2 A3.2 I PVC ROOF WITH DECORATIVE 1 BATTENS ROOF CONSTR. TYPE 20 j --r------------------------------ -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - A1.6 -=----------- BAR TYPE SNOW GUARD, ALUMINUM GUTTER, TYPICAL---,,j/ ALTERNATE 1 1 1 1 ADDED CLASSROOMS 1 1 1 1 I 1 i t KEYPLAN 1 t 1 1 STATE PROJECT NO. HATCH INDICATES MILLWORK 132-0089 N i I 1 1.4 PHASE 2 OF 5 I - L CA ION OF HR E j FU UR C SS 00 1 LEGEND A5.8 TYP. 1 I O S 210, 2 1, 2 2 I i I I I I I i ROOF PLAN LEGEND I 9 EPDM ROOF CONSTR. TYPE 10 1 1 - SINGLE -PLY FULLY ADHERED 1 SCUPPER ONTO PVC I �I I� I 1 ROOF MEMBRANE 1 j ROOF, TYPICAL OF 5� - III I I - 5/8" COVERBOARD 1 0" I I 1 - (2) LAYERS RIGID INSULATION 1 PVC COATED ALUMINUM 4" / 1' 0" I 1 WITH STAGGERED JOINTS 5.5" 1 A5.9 PARAPET COPING, I I 1 TOTAL (R-30 MIN.), WITH A2.2 16 i TYPICAL I I TAPERED INSULATION AND 1 - EPDM ROOF C i STR. I 1 CRICKETS AS REQUIRED TO I. PITCH TO DRAIN TYPE 10 12 A21 - STRUCTURAL METAL ROOF 9 I DECK, REFER TO STRUCTURAL i O q A5.8 ! 1 _ ; 3 DRAWINGS 1 I rP I' EPDM ROOF CONSTR. TYPE 11 1 DOWNSPOUT, 1 I - I 1 INGL MEMBRANE HP: 1 TYP. HP: DOWNSPOUT, �A51.- +6"O TA IER D I r1 T>'P. -5/8"COVERBOARD INS LAT110N _ 1 _ L - - (2) LAYERS RIGID INSULATION � -- -- ____ ____ VVIIHSIAGGEREDJOIIViS5.5" ---1 I- -- __ _ - - o • -04 TOTAL (R-30 MIN.), TAPERED O INSULATION AND CRICKETS TO � � � �1BAR TYPE SNOW GUARD 2 t 10. I ' 1 I PITCH TO DRAIN BAR TYPE t 1 I I i - COMPOSITE ROOF DECK, SNOW GUARD 15 1 V1'0" 1 1 I 1 6 1 4"/ 1' 0" TYPICAL w = 1 CORRIDOR 1 S202 1 1 1 REFER TO STRUCTURAL MM 1 A22 = - 1 284 1 ORTH 'r 4.10 4 A2.1 DRAWINGS Z.2 BB DD GG JJ.9 KK MM .1 QO SS TT .6 I 1 11 17 1 STAIR T 1 O 1 1 S202 I F31 IT 1 0 1 1 13 A5o 1 20 A8.13 18 1 p(� A31 EPDM ROOF CONSTR. TYPE 12 r 1 1 A31 A6 4 2 2 1 6 1 S2 18 g I i l 1 1 ROOF MEMBRANE FULLY ADHERED � e. I 1 2 i 1 _ 19 0 1 - 5/8" COVERBOARD r O - (2) LAYERS RIGID INSULATION I - -- -- - - MW �' RAlA7 1 l� 4 I I I o DOWNSPOUT, -� TB-1 � Ivivv I i ^"" WITH H J 1 AlaGERED JOINTS 5.5' � �1 'hli/I '_ TYp 1 --_-L -"' TB 1 "----' 1 TOTAL (R-30 MIN.), PITCHED TO .. -DOWNSPOUT, `f' 1 DRAIN O a ;-4 Z S3 4 15 2 1 TYP. i - SLOPED STRUCTURAL METAL DOWNSPOUT, 1 A9.2 = oc A7.1 A9.2 TYP. w 5 1 ROOF DECK, REFER TO MATCHLINE STRUCTURAL DRAWINGS �T C 1 F79 GRADES 3-5 = m m GRADES 3-5 F76 A2.1 j F+i . z �( 1 - - - 14 I CLASSROOM w m w 25 W 1/ A1.3 - 2 B 1/MW/TB 1 1 Y Y CLASSROOM i O 1 I SOUTH L. 1 6' r"� 209 `�RATIVE o c' o TYP PVC 0O 8' I STAIR 1 O R �"`� _ j P 0 1 BATTENS ROOF CONSTR. F WITH TYPE 20 29' 10" s? 1 N i I i t 8 1 28 t 29' 10" X X I 1 -DECORATIVE PVC BATTENS _ S201 S1 w 3 217^ PROJ. F7 1 N A m ° z zIm /�\ N ! A2.2 101 Op.F30 I 11 S3 1 2 M _ 3 HI IMF J r r �-c� i MEMBRANFULLY E ROOFDINGC O 1 2 2 1/ A1.3 N � F70 °P 1 - 5/8" COVERBOARD o r 1 q�� O / I A7.5 1 m 1 °° ® d FE 3 p® °° 1 DN _ _ _ _ _ 1 b - -' GRADES 3-5 1 �, 1 o ^ �" 1 ° ® CLASSROOM I I � o S3 I I 1 -WITH STAGGERED JOINTS 5.5" (2) LAYERS OF RIGID INSUL. 2 I- -1 � M ---------- ------ ----- 2'-V ------------ TOTAL (R-30 MIN.) 15 1 II �„ _ - 217 F70 OP = m -- - - STRUCTURAL METAL ROOF • - - - -� J - �, ----- - - - - - - 16 N - -- ----- _ - - - CO - - - - - - -N - � DECK REFER TO STRUCTURAL r ------ --- ---- -- - --- M Y o 2 M PROJ. 2 -- -_�_- - PROJ. DRAWINGS 2 1DF1 ELEV. N 0_4 - 1 3 S3 (F.F.E.) 25" n o 05 I 1 EL 1 2 o M 3r' ; ,,� I I I aP F76 () _ SORB I �d I �13 SOFTER �✓1.-�1 F79 TYP CL A7.1 DOWNSPOUT, ��� ^ _ ^ x TYP. 2 / G \a' 1 8 - t _. _ N u I Y" �'� - I v _ -`� I ` I B. DECORATIVE r TB-1/mver 4f 6 I d 6 TB 1/ 1� PVC ROOF WITH BATTENS ROOF CONSTR. TYPE 21 -- ° ;� I m I A6.5 9 1 I S1 N N I 205 C, N N 3 2 -DECORATIVE PVC BATTENS v- r F7 4 A2.0 _ TB-1/ W/TB-11 i I I TB 1 cc A2.2 ALIGN $p _ HP: "' ° owl i I I 0 1 1 ° 9 - FULLY ADHERED PVC Ali �C� .1- o T +4 OF I PROD. CAB. 208 i 214 CAB. PROJ. I I MEMBRANE ROOFING .®_ _ _ ,� TAPERED 2 - - - - - - - - 5/8" COVERBOARD MEMBRANE ROOFING TYPE 12 204 15 203 ^ T INSULATION TB 1 I (F.F.E.) j (F.F.E.) - DECK STRUCTURAL METAL ROOF 1 IT f�O Ax-x- -I-I - - -- -- - - HP I- m m WALKWAY PAD rl �10 S3 °° _ DOWNSPOUT, i n 1 I r /\ I d p 1 III U `� 1 1 204 O° J3 Jb TOILET 1 �? 218 ` 6 -- V2 ! TYP. GRADES 3-5 I °P A8.2 2 203 i T 2 1 INSTRUCTIONAL 9, 0„� N CLASSROOM L I J CLASSROOM 3 _ .I - 3 STORAGE 208 z w z w 214 O RD ROOF DRAIN r'12 A8.13 11 268 2 DOWNSPOUTT, TYPICAL � C72 �, w o w o F72EO i- I� nll O _ Y _ Y C_RICKFTASRECJt11RED r ENE 4 02 o M o V J 2 I ..___...-_ E11 \' EPDM ROOF CONSTR. I00 jTORAGF 8.13 3 t TYP - --- - N - - -- - - - - T o - o - - - -- - RD f - 2 j 202 - FE 1 - BOYS'TOILET _57< CV A2.2 12 � M GENERAL NOTES: 1 STEEL LADDER 1 i 219 CAST STONE COPING RgGF- HATCH "' 2,' 3 I F76 �o r F79 1. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS -- - - v I r �� T -- AND ENLARGED PLAN DETAILS ARE, TO FAKE OF S I UD, MEMBRANE ROOFING TYPE 12 A5.9 I S3 F I 1 g 24 - _ I <�%� D 1 I 00 TO FACE OF MASONRY, OR TO CENTERLINE OF 219 - - -- - -- -- -� 6 T 6 COLUMN UNLESS OTHERWISE. 201 - - 8.131 A2.1 �' 2 T S3 N 2. REFER TO SHEET CD1.1 CODE PLANS FOR FIRE RATED Cn O S3 TB 1 TB 1 cn PART N. IONS AND RATINGS. 2 (F.F. A7.3 00� wv10 { �� I ¢ 8.2 A 11 ao ° MW m "' I `d m MW °P U 3. REFER IT00 SHOEETT 0 3 FOR INTERIOR PARTITION TYPES. oncr�n- 1 1 �� V I rau I I _ - '- "' "' I v 4. REFER TO INTERIOR ELEVATIONS FOR TACK BOARD L HP: a 2 Lu 2" I OUT I �T 4 MW 1 1 MWB 1 = AND MARKERBOARD DIMENSIONS. OF TAPERED T _ AREA 1 S3 A5.9 Hp TB 1 j 2 S3 o INSULATION °P �P' SPECIAL d +4" OF 1 `" N _ 1 EDUCATION 3TAPERED /RESOURCE® - -r - - 1 -A INSULATION -- - 26.6 (n FEC m F76 = , 4 A8.13 2ROOM I ---_ F14 - I � I / V \7 � I `O �� DM ROOF CONSTR. d u ! GIRLS TOILET 1 ,� TY - 10 �, F77 201 - i i ! PVC ROO WITH = J PA5. i DECORATIVE N A5.4 -U o m --- - -- - � -� ❑ a ❑ ❑ ❑ ❑ ❑ 1 3 18 2 3/4' 2 1 $ 220 1 BATTENS ROOF �- - GRADES 3=5- - Y _ - GRADES 3= - - n I 6 i 10, (6 1 A4.5 CONSTR. TYPE 21 CLASSROOM 0 M CLASSROOM n f-I ELOTYR1 2 - - - TCAU- �. RD - _ I - =-1- © -------------- GWBVE TIBULE 0 - _ - _ - CAP BELOW I'v2 - 3 n Q ® �--___ OPEN TOB 0 _ - :1 FJ 0 Elp F1 D 1-1I LOW- OI Q I .6 - A4. 29 207 d o r o 215 - F70 2M N N F70 ao o A3.1 �® d caI r A b F6 A3.1 - -� • „ r, co _ _ - PROJ. - - - - - PROJ. F79 HP _ - c- _ -- 33 F76 3 00 _ '�19 /� 3 215 (F.F.E.) - - -- - - - -' d - (F.F.E.) MBI� I - ROOFING 2 HP SEISMIC JO 2 EEL I - 1 1 L -i- - M 3 ® T -1 ' /T -1 I DOWNSPOUT, BAR TYPE SNOW f 2 I � 3 I DOWNSPOUT, A4.7 ELOW REFER I �, 1 A8.13 14 I _ � TYR.13 GUARD i ° 6 T11/ 1 OR ER I r i I 1 TB�1 �f 1� ' ? TYP. v v DOWNSPOUT, i I L w ALUMINUM i CAB. I CAB. 0 I TYP. I I 1 1 I 114 A21 GUTTER, TYPICAL 1 PROJ. 206 3 j- -I A i 3 216 PROJ. q c- O I (F.F.E.) (F.F.E.) C\I _ 1 I I I 6 � RD � y A5.6---=------------------ I = GRADES3-5 0 1 1- r - - _ - - � F79 CLASSROOM _ 1 F76 31 I ti I I I I I A8.5 I II I r-1- 1 Ir -1'L 1 r-,I i I I r-7 1 1 I 1 I 1 1 I I I -I I Ir-1 I y'f--+11 Ir-, I II II 1 1� I I II I I I I I I I I II I I I I I II II I I II II I I �f l I II_ I I I r. II I I I 11 I I I I I 11 11 1�� 1 1 I 1 1 I I i l l I I 111 1 11_ 114 - _II _1 __11 l -_Jill I '_-- 1 I� I,- --1II II -----rIll III III ItII II1 Ir1 IIIIrI I If 11 1 1 I iL-J I _IA9.4 11 1 1 1 1 111 1 1 _j0KN•ITdJI II IL_J I I L_JI IL_J 1LL_JI I i I I ,-I WI Ir--IIIr_�-Ir l I I 1r7 nI I I�I I I ICJ I I I I �I I I Ir-�I I I II II I L� 1 1 II I I I I I I I I II I I �J.I III II 1 I I I I I IT I 11 11 I I 1 1 1 1 II I I I T I I I I I L_JI I -J I I L_ L_J I I L_J I IL-J I I L I J i �I I I I I I I I I I I� I I IIL I T. L__ J �\ I i PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 i I 1 I � � � 13 A8.12 9 A8.13 7 216 LU I - Coi F72 8 Lu v o o = °' 2 F72 NOTES AND ELEVATIONS TYPICAL v o o 1 2 FOR GRADES 3-5 CLASSROOMS N = (AI - "c\I 1 r I t() � � � N I 3 A T j T A I F79 Al T F76 S3 1 S3 � S`>SOI�I ; S3 Q cc M 1 M m 1 I 2 TYP. 1 l-rn 1 rn 2 MATCHLIN TB 1 MW i CD `D vz/*/ MW A5.4 2 / Al 3 I w' 2 B-1/MW/TB-1 , -� -- - - ----- ---- 14 Ft +1 6 1 I II II II 14 aMo F76 A9 2 �, PROJ. 45 (F.F.E.) 2 717 1 2 PARTIAL SECOND FLOOR CONK` RUCTION PLAN - NORTH MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL SECOND FLOOR AND LOWER ROOF CONSTRUCTION PLAN - NORTH AND SOUTH DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A193 1/811 = 11-011 1/8" = 1'-0" REVISIONS PARTIAL SECOND FLOOR CONSTRUCTION PLAN - WEST 1/8" = F-0" 0 0 N I- 0 (V i. N E z U z 26 45 (7) PROJECT NORTH CONFORMED SET MARCH 22, 2019 1 2119/19 BID SUPPLEMENT 1 KEYPLAN ROOF PLAN LEGEND STATE PROJECT NO. EPDM ROOF CONSTR. TYPE 10 132-0089 N - SINGLE -PLY FULLY ADHERED PHASE 2 OF 5 ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), WITH TAPERED INSULATION AND CRICKETS AS REQUIRED TO PITCH TO DRAIN - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS O EPDM ROOF CONSTR. TYPE 11 - SINGLE -PLY FULLY ADHERED O ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSULATION AND CRICKETS TO PITCH TO DRAIN - COMPOSITE ROOF DECK, REFER TO STRUCTURAL DRAWINGS O EPDM ROOF CONSTR. TYPE 12 �j - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE n F� - 5/8" COVERBOARD INSULATION - (2) LAYERS RIGID WITH STAGGERED JOINTS 5.5" TOTAL MIN.), PITCHED TO rY, (R-30 DRAIN r W w �/ Mil - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO �I STRUCTURAL DRAWINGS 25" � rT, w PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 O �y W - DECORATIVE PVC BATTENS - FULLY ADHERED PVC w MEMBRANE ROOFING - 5/8" COVERBOARD RIGID INSUL. O Q\ d' - (2) LAYERS OF WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) O1 - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL FJ--� `d 25" DRAWINGS O HTYP PVC ROOF WITH DECORATIVE �1 BATTENS ROOF CONSTR. TYPE 21 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - STRUCTURAL METAL ROOF DECK WALKWAY PAD 0 RD- ROOF DRAIN CRICKET AS REQUIRED GENERAL NOTES: 1. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND ENLARGED PLAN DETAILS ARE, TO FACE OF STUD, TO FACE OF MASONRY, OR TO CENTERLINE OF COLUMN UNLESS OTHERWISE. 2. REFER TO SHEET CD1.1 CODE PLANS FOR FIRE RATED PARTITION. LOCATIONS AND RATINGS. 3. REFER TO SHEET A0.3 FOR INTERIOR PARTITION TYPES. 4. REFER TO INTERIOR ELEVATIONS FOR TACK BOARD AND MARKERBOARD DIMENSIONS. ON is : -1 iY 7' DR MOSER PILON NELSON ARCHIiECiS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL LOWER ROOF CONSTRUCTION PLAN - WEST DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. AIA � PARTIAL ROOF PLAN -GYMNASIUM :: C --- m -------------------------------- M----_.pP--------------------- - - - - - - - �- 1 2 A2.2 14, 1 tI 14 RIDGE 13 APE SNOW 1 49I A2.1 GUARD I I 1 A3.1 HP i 0 I i $ I I I A5.8 TYP 1 �_ --I ---- -- P------------- A5.8 RD I 1 l I WALKWAY PAD, TYP. fCNDENSING ER OUNTEI UNIT L , REFER TI ! 1 y +6" OF TAPERED INSULATION 5 I I I 9 I i A5. i I I 1 -n- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �I A1.6 O ALTERNATE 1 o I - - ADDED CLASSROOMS � � 0 7 W -J:E(5 O RD — �¢02 OUP§ m¢wC I �IQ Lu U r 0- r__7 I❑ HP: j—EjJ �I 1-1 INSULATION TAPERED INSS ULATION 1 I \ LOW OINT A ROOF DRAIN, T-M I I �' i'�I� ill�f lip 4, � I 7O 8 1 A4.1 a PVC COATED ALUMINUM PARAPET COPING, TYPICAL. i ALUMINUM GU I I tR, I YPICAL. PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 I I — I I I I. I II 11 X - �J 0 A2.2 10 _ �J BAR TYPE - J 2' 8" 2_g SNOW GUARD, I 41 '-8° TYP ICAL 1 M � +7" OF - -I 1/4 TAPERED A5.8 PARTIAL ROOF PLAN - CAFETERIA S E INSULATION -_ TYP. 1/8" = 1'-0" PARTIAL ROOF PLAN - MEDIA CENTER 1/8" = 1'-0" 9 A2.2 EPDM ROOF CONSTR. TYPE 11 I ROOF ACCESS HATCH WITH SAFETY RAIL I 3 4.10 I I 2 Z TYP. `! y o t I I , V" 9 W_� M, I imm MA vAil mm I I 'I I I I� I I 18 REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 KEYPLAN ROOF PLAN LEGEND STATE PROJECT NO. EPDM ROOF CONSTR. TYPE 10 132-0089 N F__1U 0 1 I( -I I_ FI V CI ILL V %Lj1 Cn - JII"u��-F` ` F""' ""IPHASE 2 OF 5 ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), WITH TAPERED INSULATION AND CRICKETS AS REQUIRED TO PITCH TO DRAIN - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS EPDM ROOF CONSTR. TYPE 11 O - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED L) INSULATION AND CRICKETS TO PITCH TO DRAIN - COMPOSITE ROOF nF:r.K REFER TO STRUCTURAL DRAWINGS EPDM ROOF CONSTR. TYPE 12 O - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARID �C - (2) LAYERS RIGID INSULATION C•'� C WITH STAGGERED JOINTS 5.5" H W TOTAL (R-30 MIN.), PITCHED TO r DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, PFFF-P Tn LI STRUCTURAL DRAWINGS r O 1 PVC ROOF WITH DECORATIVE �y A BATTENS ROOF CONSTR. TYPE 20 O w H - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH S I AGGERED JOINTS 5.5" TOTAL (R-30 MIN.) ►� -STRUCTURALMETALROOF O DECK, REFER TO STRUCTURAL DRAWINGS r H25" O TYP PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 21 • - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - STRUCTURAL METAL ROOF j■i�j DECK h■■■� WALKWAY PAD a a O RD- ROOF DRAIN CRICKET AS REQUIRED 1 A46 1 PARTIAL ROOF PLAN - UPPER ROOF A1.5 1/8" = F-0" -AlOSE.R PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL UPPER ROOF CONSTRUCTION PLANS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A1.5 z PARTIAL ROOF PLAN A1.6 1/8" = 1'-0,, Al I I.AI.11 IRA nnAAnllC1irr- MAnlCl PARTIAL SECOND FLOOR CEILING PLAN 1/8" = F-0" CAST STONE TYPE G LiTH AA.3 DD/� RECESSEI CMU PANEL �� i-�/ I \ .S I;'PER lf' +—, 1'-2' 12'-2" , 64" Im F76 CP N A1.7 3 `O °O C M bo M I MU HH.1 KK A1.7 o� 8' 8" 2' 8" 5'-4" 5'-4" 5-4- 2'-8" 91'-4" Y TYPE 11r r A1.7 O 8'-8" 2'-8" 64' 1 64" 64" W 8'-8" TT CESSE CM L 2'-8" 64" W TB+-�` 3 Ji RADES 3-5 3 DES 3-5 II'1!Ali GRADES 3-5 II i S3 r lx CLASSROOM ILASSROOM CLASSROOM 210 212 4 PROJ. 8 (F.F.E.) 7 5 1 9; 106 10 Il 29' 11/4" I I 1 ;. L // 29' i ii4" I PROD. I I PROJ. _ �I, (F.F.E.) A2 S3 S3 3 3 3 (F.F.E.) 1 S3 ALIG S3 210 211 �I r �1 3 , 2 AW 1 4� 3 3 0 �` J� f �' / / 6 212 - — - 1 / \ 3 >T f 12 TB-1 3 S B f` FEC ^ »» I ,,,, « v �. � 15 A1.7 13 �T�� j BREAK-O T F-31/4" 8 LOCKER UNITS y 6' 41l8' (6) LOCKER UNITS ( ) AREA � 12"WX12"DX30"H DBL-TIER F81 285 14 12"X1iDX30"H DBL-TIER „ MILLWORFg 6 I I CORRIDOR I S ,���� %;1 '€NgRHSAIi / BENCHES 14'-4 1/9,- (14) LOCKER UNITS 284 14'-5118" (14) LOCKER UNITS ) S 1 #d��i)�s S2a2 -1 1/4" / ';5 12"WX12"DX30"H DBL-TIER 4' 12"W12"DX30"H DBL TIER d, 0 %lak,//'/j i l�i .` /� %%/��J i MNOT MODIFIED 1 / rr �irr�r rr� �'„rr i irry i /�,/,/�!f } t o 0 / L0 GRADES 2-5 CLASSROOM w `UJ £ `C3 ui Y } CA W O o CD cfl x C2 - C2 r< { P gq s / 41 £ /r /f .£ PARTIAL SECOND FLOOR PLAN 1/8" = 1,4, CLAS$00103%/m ' _ -/vgr / �' rr r i t r, ii•, .� S.NC/'S. , FLEXIBLE �S >L u'i ijWA / /f`iff/i ;, , f/ r/y / �/%, ? /,! 0 KEYPLAN ROOF PLAN LEGEND EPDM ROOF CONSTR. TYPE 10 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), WITH TAPERED INSULATION AND CRICKETS AS REQUIRED TO PITCH TO DRAIN - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS EPDM ROOF CONSTR. TYPE 11 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSULATION AND CRICKETS TO PITCH TO DRAIN - COMPOSITE ROOF DECK, REFER TO STRUCTURAL DRAWINGS EPDM ROOF CONSTR. TYPE 12 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS 25" PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS 25" T5P IT—T-PVC ROOF WITH DECORATIVE I I '�I I D ATTCAIQ D(l(lC f 11NCT11 TV1 - 131 — 0AU11%I1 LIVJ Dnn (!VIVO1 11. I 11 L 13l - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - STRUCTURAL METAL ROOF DECK r� WALKWAY PAD Q RD- ROOF DRAIN CRICKET AS REQUIRED — 16 REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 1) Qi00ran (r)K1C: 1DI1ACr1 CC T L JI LLJ IJ CON, VI\IVILV VLI STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 0 U1 O Q o � W U � w�A O � � O O H � a a a Jt3CON ANcw %'+ zz ': a tt7Mf1� MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE 19 ALTERNATE 1 - ADDED CLASSROOMS PLANS AND CEILING PLAN DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A1*6 o „uu------ BENCH WALL BASE WITH PHOTOLUMINESCENT STRIP BREAK-OUT AREA 286 - WEST 1/4" = 1'-0" FILLE PHOTOLUMINESCENT STRIP - 12"WX12"DX30"H DBL-TIER 12"WX12"DX30"H DBL TIER ,-� CORRIDOR 287 - SOUTH 1/4" = 1'-0" PROJ. (F.F.E.) PNTD GWB ACCENT 1 �GHOLD)ER ?. TB-1/MW/TB-1 PNTD I I L— — — — — — - WALL BASE 45" GRADES 3-5 CLASSROOM 1/4" = 1'4' 211 - WEST GRADES 3-5 CLASSROOM 210 - WEST 1/4" = 1'4' O PVC ROOF WITH DECORATIVE_ —PARAPET COPING BATTENS I � I - _ 3 UPPER ROOF AALUMINUM GUTTER Ad� tvD-RooF-EAVE— � — �, — 27 -11 5/8" FASCIA ' CAST STONE TYPE E� ALUMINUM WINDOW SYSTEM GROUND FACE CMU CAST STONE TYPE C %///iGO/� - FF/Offfiffiffi MI THRU-WALL FLASHING _ _ _ _ _ 2 SECOND FLOOR_h — — 14' -0" r PARTIAL WEST ELEVATION 1/8" — 1'-0" PVC ROOF WITH DECORATIVE BATTENS ALUMINUM GUTTER AND ROOF EAVE FASCIA, TYPICAL AT PVC ROOF ALUMINUM DOWNSPOUT CAST STONE TYPE E- UU PHOTOLUMINESCENT STRIP / WP-1 WALL PROTECTION 13 CORRIDOR 287 - EAST A1.7 1/4" = 1'-0" 21'-101 /2" 24" 1, 27" 27" 1, 40" 30" 1, 30" 18" 30" 36" PAINT GWB I N / \ _ _ M I / \ r ° M PNTD GWB II � F\ILTFji IS 27" 1 27" 40" I. 30" I. 78" 36" 1 GRADES 3-5 CLASSROOM 211 - SOUTH 1/4" = F-O" ,--PAINT GWB ALCOVE - ACCENT, ALL SIDES 5 , 10.3 210 211 _ E II f `- - `—BENCH CORRIDOR 287 - NORTH 1/4" = 1'-0" PNTD GWB TB-1 mw o� C C I l I I I FILLER co HA GIN HA GIN CAB NET CAB NET —WALL BASE 1 33" I 33" I. 36" 1. 36" I, 42" I, 42" E 42" GRADES 3-5 CLASSROOM 211 -EAST 1/4" = F-0" 11 27" 1 36" I. 40" I. 36" I. 82 7/8" I, 36" GRADES 3-5 CLASSROOM 210 - SOUTH 5 GRADES 3-5 CLASSROOM 210 - EAST 1/4" = 1'4' A1.7 1/4" = 1'-0" 3' 4" - 5' 4" 2'-8" 8 8" 2'-8" 64- T GROUND FACE CMU THRU WALL FLASHING _ RECESSED CMU PARTIAL NORTH ELEVATION 1/8" = 1'-0" o AA3 PVC ROOF WITH DECORATIVE BATTENS ALUMINUM - GUTTER AND N ROOF EAVE zo FASCIA _ _ 3 UPPER ROOF_ CAST STONE TYPE E ff v ET GROUND FACE CMU -- I _ CAST STONE TYPE C _ THRU-WALL FLASHING BRICK VENEER 2 SECOND FLOOR 141-011 HARED AREA I OT M ODIFIED / ALTERNATE f. af. 1 FIRST FLOOR 0 FF O PARAPET COPING N 3 UPPER ROOF h 27'-11 5/8" 3' 4" _ 5'4" 2' 8" _ 8' 8" 2, 8„ 54,,: D79 0- `�_L %L 1J ,I- ._ _ _ - - _ 2 SECOND FLOOR OP 14 -0 ALUMINUM WINDOW REC SSED CMU PANELS N SYSTEM,TYP 4 3 O2 1.4 1O PARAPET COPING PVC�ROOF WITH DECORATIVE / BATTENS ALUMINUM FGUTTER AND ROOF EAVE FASCIA, O° TV10311t-,A1 AT 3 UPPER ROOF 27 11 5/8 ALUMINUM WINDOW SYSTEM _'T SPLIT FACE CMU ACCENT BAND II— i ,- L_ r ;r �-I ,,--ALUMINUM DOWNSPOUT I � T. F79 F70 I F76 - GROUND FACE CMU - CAST STONE TYPE G =�o co N N _ 2 SECOND FLOOR _...._ . _ . 14'-0" ALUMINUM --- -- _...--- - ---- --- _. -_-_ 9 SCUPPER AND a DOWNSPOUT �Y-"LT RItA I E Iti'R DI IED Ps E I ._S E F X r r . r � I i i , f , i 1 FIRST FLOOR s Oil El -- - a - >,. . y, PAINT GWB ALCOVE - ACCENT, ALL SIDES- (6) LOCKER UNITS 1 12"WX12"DX30"H DBL-TIER FILL g GRADES 3' 5 CLASSROOM 211 - NORTH A1.7 1/4" = F-0" 19'-4 3/8" GRADES 3-5 CLASSROOM 210 -NORTH 1/4" = 1'-0" 0 PVC ROOF WITH DECORATIVE BATTENS ALUMINUM GUTTER AND ROOF EAVE FASCIA, TYPICAL AT PVC ROOF 1 I CAST STONE TYPE, E -' 0 _ U U ALUMINUM WINDOWSYSTEM \� ALUMINUM DOWNSPOUT - 1 GROUND FACE CMU------,F76 _ (F70 F79 ALUMINUM Z r� GUTTER AND CAST STONE TYPE G _! -_ ROOF EAVE M I - AT PVFASCIC ROOF AL co ____ p AREA NOT ODIFf�D BY ALTERNA E PTO = oP�EN x BEYOND Fm yr t SST ELEVATION 3 UPPER ROOF h 2T-11 5/8"-� 2 SECOND FLOOR 14'-0-0" 1 FIRST FLOOR o„ REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 1�10SER PILONA1.7 1/8" = 1'-0" NELSON uu PP FF z ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 SCUPPER WITH SCUPPER WITH SCUPPER WITH � CAST STONE TYPE G SCUPPER WITH SCUPPER WITH I (a 6 0 5 63 - s 1 s a DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT TITLE -- - - - - -- - 2 SECOND FLOOR At - - - _ - - - 14' ATE 1 - -I T WR 0' ALTERNATE / ADDED 1 - IP I U i - CLASSROOMS I..._ , I; i ! 1j } : 1 li I Y I C r I I : , { I I, , I i . I I� I c ,I I I I I �I ELEVATIONS 1; :AR , EA N T ODI A L R I E N , M , , I: 1' }} li i �T i x` i t I I q ti I I I i , I : I. I4j } , y' 1 FIRST FLOOR , I _ � O DATE 11/2/2018 COPYRIGHT (c) — _ I -III - I -I I -III I I Moser Pilon Nelson Architects DWG. NO. : i _f H I I I , I I I i WE PARTIAL SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION 1/8" = 1'-0" i 1/8" = 1'-0" A1.7 1/8" = F-O" A1.7 A1*7 REVISIONS ROOM FINISH SCHEDULE ALTERNATE CLASSROOMS Room No. Room Name FLOORS WALLS CEILINGS MILLWORK Notes Flooring Base N S E W Ceiling Countertop Cabinet 2 SECOND FLOOR 210 GRADES 3-5 CLASSROOM LVT-1, 2 & 4 RB-1 P-1 P-4 P-1 P-1 ACT-1 PL-3 PL-1 211 GRADES 3-5 CLASSROOM LVT-1, 2 & 4 RB-1 P-1 P-1 P-1 P-4 ACT-1 PL-3 PL-1 212 GRADES 3-5 CLASSROOM LVT-1, 2 & 4 RB-1 P-1 P-4 P-1 P-1 ACT-1 PL-3 PL-1 284 CORRIDOR LVT-1, 2,3 & 5 RB-2 P-1/PWT-1 P-1/PWT-1 P-1/P-5 (AT ALCOVE)/PWT-1 P-1/P-5 (AT ALCOVE)/PWT-1 ACT-1 285 BREAK-OUT AREA LVT-6 RB-1 P-6 P-6 P-6 P-6 PNT GWB SS-2 SS-2 f,AflT 1r T%/nr' /, a rkw .01 KEYPLAN FINISH LEGEND CARPET TILE 4 I CPT-1 & 2 CARPET TILE CPT-3 QCONCRETE a CONC. LUXURY VINYL TILE LVT-i LUXURY VINYL TILE LVT-2 LUXURY VINYL TILE LVT-3 LUXURY VINYL TILE LVT-5 LUXURY VINYL TILE LVT-6 LUXURY VINYL TILE LVT-7 /��/RUBBER TILE RT RUBBER SPORTS FLOOR RSF-1 0000000%0%o RUBBERS AIR TREAD 0.... °°°°°`°°°°° RST-1 a000aaoa 00000 WALK OFF CARPET TILE WOC-1 CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 a 0 0 s MOSER PILON NELSON ARCHIiECiS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ALTERNATEl- ADDED CLASSROOMS FINISH PLANS AND SCHEDULES DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects PARTIAL SECOND FLOOR FINISH FLOOR PLAN 1/8" = F-0" 2 DWG. NO. A1.8 EAST OVERALL EXTERIOR ELEVATION 3/32" = F-0" NORTH OVERALL EXTERIOR ELEVATION 3/32" = F-0" 0101 WEST OVERALL EXTERIOR ELEVATION 3/32" = F-0" SOUTH OVERALL EXTERIOR ELEVATION V 1 V I VIVt- l./LVVI In I IV L 1 nIVLL ©i 44 KEYPLAN 3 UPPER ROOF � 2T-11 5/8" � 2 SECOND FLOOR__ _ 1 FIRST FLOOR 0 3 UPPER ROOF OIL 27'-11 5/8" —\ = 2c TO5jHIQHjGYM ROOF � — — —� 26'-8 1 /2"- F 2b TOS(LOW) GYM ROOF 25'-7" —2 SECOND FLOOR 14'-0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 1a UPPER FIRST FLOOR O"NCAryp•.,�'3 0" 3 UPPER ROOF 27'-11 5/8" >ECOND FLOOR 141-0" R FIRST FLOOR 1 FIRST FLOOR 0" MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE OVERALL EXTERIOR ELEVATIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 3/32" = F-0" A2.0 38 39 41 46 I I I 1 4" PVC ROOF WITH DECORATIVE BATTENS ALUMINUM I GUTTER CAST STONE TYPE! C BRICK VENEER—, I ALUMINUM ®® WINDOW' 1 SYSTEM F81 ,—ALUMINUM r DOWNSPOUT CAST STONE TYPE 'A ®® WITH CAST IRON ` BOOT, TYPICAL RECESSED 1 1 FIRST FLOOR i� _ BRICK JAMB, Q" Y TYPICAL PARTIAL WEST ELEVATION 1/8" = F-0" ALUMINUM TRIM ALUMINUM COMPOSITE PANEL CAST STONE TYPE D o� U U GROUND FACE CMU—. 5 11.5 F45 ALUMINUM �nnAn I tl III< nit.IE- STOREFRONT WALL - SYSTEM r KNOX BOX t CAST STONE TlATlTTAT T A 0rTT!T TTTATTllXT 12 YJAIN,11J1L nIA3 1 V H I Ik JIN PER ROOF 27'-115/8° CAS 0 0 N N 0 N .Q E z U N F5 ALUMINUM STOREFRONT \J ALUMINUM LIL C�VC� rrRA 1 A /-IJ i a7 I CIVI 1] I —THRU-WALL FLASHING 2 SECOND FLOOR 14'-0" CAST STONE TYPE E METAL BOX LETTER SIGNAGE, ADHERED TO PANELS POST MOUNTED VES AND CARD READER, TYPICAL 1 FIRST FLOOR Aj--\ Olt c? co LL I A3.2 PVC ROOF WITH DECORATIVE — BATTENS ALUMINUM GUTTER I CAST J ALUMINUM DOWNSPOUT WITH CAST _- - IRON BOOT, F83 r� TYPICAL i BRICK VENEER—,=- =-- CAST STONE , -� - RECESSED BRICK1'` JAMB, TYPICAL 4.2 BRICK VENEER SOLDIER COURSE F STACKBOND SECURITY CAMERA 4" TYPICAL, REFER TO TECHNOLOGY DRAWI SECUI CAME RFFFI _ DRAW 7 cli N RECE� 2 s = JAMB, 1 FIRST FL00 — — — — 011 Y BRICK VENEER STACKBOND ALUMINUM WINDOW SYSTEM PARTIAL SOUTH ELEVATION PARTIAL A2.1 1/811 = 1'-011 19 14 PVC ROOF WITH DECORATIV T BATTENS I I PVC ROOF WITH DECORATIVE BATTENS 3 UPPER ROOF 2T-115/8" F 2 SECOND FLOOR -gj--�_ THRU-WALL FLASHING 14'-0' CAST STONE TYPE E GROUND FACE CMU 1 FIRST FLOOR � 011 �. 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III- IT . _ _-- -_-_ - - ____elfiff. _ W a O'A::56�.l ut!:� LLI 0t:UUhI I T UMIVIr- 0, _ - �� 5 f UEjtt BUJ 5`(;j f tM Vt I i Pt U NTYPE CCAST STONE TYPE C= DRAWINGS �r o . _ CAST STONE TYPE A 64X BRICK JAMB, TYP _ - f- CAST STONE TYPE A F50 CAST STONE TYPE A • CAST STONE TYPE A r" Mt BRICK VENEER 5=5 �- BRICK VENEER 19 -BRICK VENEER - _ .. -'`" JL 777:7 .- - � ,� BRICK VENEER ` 1:3 ---- 1a UPPER FIRST FLOOR _ 5 ' _ _ _ 1a UPPER FIRST FLOORr I _ . _ _ w _ 1a UPPER FIRST FLOOR _ _ _ _ _ _ _ _ s UPPER FIRST FLOOR, -1 - - 1,_4„ 11411 _T w w 11411 1'-4" '. fl/l^.I I r\/rl rn /1 KIM INTERCOM ALUMINUM WINDOW SYSTEM OVERFLOW OUTLET, T PICAL BRICK VENEER STACKBOND L _1111 Lr-Vr-Lr-r( HIVU tERFLOW LLHYDRAN BUMPER \-� L CAST STONE "I OUTLET ARD SWIPE h■■� 13 PARTIAL SOUTH ELEVATION 12 PARTIAL WEST ELEVATION 11 PARTIAL SOUTH ELEVATION to PARTIAL WEST ELEVATION A2.3 1/811= 1'-0" A2.3 1/81' = 1'-0'1 A2.3 1/81' = F-0'1 A2.3 1/811= 1'-0„ H J K N 44 42 42 O O O 1 3 2 A4.9 6 A3.1 A4.9 I A5.0 I I 2 6 i A4.8 A3.1 ALUMINUM COMPOSITE PANEL PIN MOUNTED METAL BRICK VENEER SOLDIER COURSE ALUMINUM COMPOSITE PANEL BOX LETTER SIGNAGE STACKBOND 2 I ALUMINUM COMPOSITE PANEL CA ST STONE TYPE C A4.8 -oTa��r ALUMINUM i REINFORCED BRICK LINTEL -- - , _ ALUMINUM = CAST STONE TYPE C RECESSED BRICK JAMB, TYP - BRICK VENEER 4 u.►T : w STOREFRONT = -r _ °� 11.5 f , STOREFRONT KNOX _ SYSTEM SYSTEM ; - _ r N 5p 5 F 1 F 1 F46 = -- BRICK VENEER BOX _ a, - I BRICK VENEER = r OPEN TO F79 F72 F76 - BRICK VENEER CAST STONE TYPE A { - i;� BRICK VENEER STACKBOND BEYO - - - CAST STONE TYPE A CAST STONE TYPE A BRICK VENEER ___, _ CAST STONE TYPE A D/ _ _ w 1a UPPER FIRST FLOOR _ _ _ - _ 1a UPPER FIRST FLOOR _ _ 1a UPPER FIRST FLOOR _ w___ 1a UPPER FIRST FLOOR _ _ _ ti,� - - _ _ - _ 1a UPPER FIRST FLOOR �,���� �p� �,,,� _.. _ - - - - - - w �� 1 4 Y 1 -4 1 4 CARD READER ! 1 -4 FDC REFER TO FP 1'-4'� 0�,.--•---•.FO BRICK VENEER STACKBON-JNcn.rV�°� INTERCOM DRAWINGS- �`-ALU INUM'FDC SIGN PROVIDED BY OVERFLOW OUTLET FIRE DEPARTMENT, INSTALLED BY WALL HYDRANT -� CON RACTOR sii 76 PARTIAL SOUTH ELEVATION PARTIAL EAST ELEVATION PARTIAL SOUTH ELEVATION 6 PARTIAL WEST ELEVATION 5 PARTIAL SOUTH ELEVATION 9 8 7 A2.3 1/8t1 - 11-0" A2.3 1/8" = 1'-0" A2.3 1/811= 1'-0" A2.3 1/8" = 1'-0" A2.3 1/8" = 1'-011 38 42 45 (U) V W MOSER 40 I i 3 4 PILON ' A4.3 Y�31 2 4 A5.6 1 NELSON 5 I A4.9 A3.2 9 A5.6 ARCHITECTS I A5.6 30 JORDAN LANE ALUMINUM STORE ALUMINUM STOREFRONT I I -ALUMINUM COMPOSITE PANEL FRONT SYSTEM wETH(860) CT. CAST STONE TYPE C ALUMINUM COMPOSITE PANEL ALUMINUM STORE CAST STONE TYPE C FRONT ALUMINUM TITLE SECURITY CAMERA STOREFRONT - �"= CAST STONE TYPE C - TYPICAL, REFER TO SYSTEM = - - EXTERIOR TECHNOLOGY BRICK VENEER STACKBOND CAST STONE TYPE C z // " _ ELEVATIONS DRAWINGS BRICK JAMB BEYOND 48 F4 SECURITY I - - - - BRICK VENEER STACKBOND CAMERA TYPICAL, 48 F79 1 F72 F76 48 CAST STONE TYPE A - F79 F72 F76 BRICK VENEER STACKBON CAST STONE TYPE A REFER TO - I CAS STONE TYPE A = TECHNOLOGYEafl ❑WR � ® ®a ,f CAST STONE TYPE A SYSTEM DRAWINGS r -� _- = . ®�' _ _ BRICK VENEER i BRICK VENEER ALUMINUM STOREFRONT BRICK VENEER y-' � BRI FFr CK VENEER 1 F FLOOR _ _ _ _ _ - _ w _ _ _ _ 1 FIRST FLOORS _ W _ 1 FIRST FLOOR 1 FIRST FLOOR _ - - - 00 - - - - - - �„ - �" O° WALL HYDRANT OI, 1n I ALUMINUM WINDOW SYSTEM I I ALUMINUM WINDOW OVERFLOW OUTLET SYSTEM DATE 11/2/2018 o I I COPYRIGHT (c) Moser Pilon Nelson Architects L N E DWG. NO. 4 PARTIAL WEST ELEVATION 3 PARTIAL SOUTH ELEVATION 2 PARTIAL EAST ELEVATION 1 PARTIAL SOUTH ELEVATION zA2.3 1/V" - 1'-011 A2.3 1/811 - 11-01t A2.3 1/sit - 11-011 A2.3 1/811 - 11-011 A2*3 w I PP UU KEYPLAN DD HH.1 1 2 I I 410 E A4.4 SIM O 3 L 6 2 R T 4 x A3.2 A3.2 A3.1A4.5 A3.1 ----- --1 3 UPPER ROOF ''"------------------•t A4.5 a 27 11 5/8 I 3 I I A9.3 ri I -- — _ - ' ---- ---- - - - -- - - -- -- - -------- - --- — -- -- - - - - - - - - - _ -- — — — — — — — — — — - -- _ 2c TOSLHIG_H) GYM ROOF slim 9 - --- - - t e - "' -f-- -�` - = 2b TOS LOW GYM ROOF t a I 25' 7" \ — I 1 NORTH - I STAIR 1 t a � -- I ,;; � �--- I�, I ' o i I, I _= I _=; 1 L -� VERTICAL - _ t i �, 0 1 a 'FOLDING - S202 �\ , u D i I I I OLL U GYM I '� PARTITION I I -- �_, 2 SECOND FLOOR I 1 �I j 1--- I l - ---- - -- - - - - --- -i - — -- — I (VIDE ` I E 1 A6 9 i Imo' I I i II }, URTAJNSTRL am la A_ Aran 1 1 12 y I I I MENTAI II --� LA I r.: ' PFORM is 1 1 I I I I t I I 1 - �_ ---- VISUAL ARTS o — _..- - -- VESTIBULE i 7 �, a I I A t' 11 _ CLASSROOM 1b_PLATFORM FLOOR ' I 1 194 \ 1 NORTH STJ t E j A6.5 ; l 0 - _= 11-9 - -- — - - 3�_411 RRIDOR - -r 192 1a UPPER FIRST FLOOR I , - Lj-_. I —i a I L ' - - ' _ f — 1 FIRST FLOG = I — J -- _ I -III -I = „ - =1 I t I I - I I 11 I I -I 1 II I I III1 lal III Ifl - — III1 I I I Id1 I1 I I =1 I I1 1'' I �I !_ I -_ ' I' ' III III III 1 III =1 I I— I (i I -III 1111 i ICI I I I I I ! I I I I III —i I I I —! m ° ,-III I I i-III--I I ,I . IIIIII�I IIIIIIIIII—III I I III--IIIIIIIII—III— - 1 I lil III IIi= II I I I I IIII—III 1 1� I I I I I= I II I II I —III III —III I I I--- I I III I I I I I I I I I _ I I II I I —III I�--1 I II I IIIII I I --I I II I Ii I I1 I I! I --I I I --I ! II I I-! I I I I I I I1 i l� I I I --I ! � I I I --I I I! ! I I I --I I II I I I I! —I I II I I I I II I I --I I I---�I I Ii ._-- --I— ,I I II i l- f -I -- - - - - - - r1�-1 tt!� I = I =1 , =1 —_ =1 = = _ _ = i I— ' � I� 1 + I — � � °� _ -- _— i I !I I I I I IIIIIIII II IIIII i I IIIIIII I !—III-I II I I IIII--IIIIIII I ICI I IIIIIIII I, IIIIIIIIIIIIIIIIIII-I I ! --III—III! I I. — A7.1 BUILDING SECTION AT NORTH STAIR /-�, BUILDING SECTION AT GYM 1/8" = 1'-0" 1/8" =1'-0" 29.3 31 112 26 2 2 3 A4.4 A3.1 A3.2 44 —ROOFTOP EQUIPMENT, REFER 2C TOS(HIGHLGYM ROOF— — — — TO MECHANICAL DRAWINGS /-ROOF SCREEN7.r- A4.3 2b TOS LOW GYM ROOF I t 1 I'ZAI I' I t - - CAFETERIA GYMNAS M P.E. STORAGE CORRIDO I l i \ J 17131 11881\ 106 lb PLATFORM FLOOR L Mill 1a UPPER FIRST FLOORI I ,_ ,1 — I - - 1 4 IEEE 11 mi I 1=1 1 -1 I 1 I 1 I -I I 1A1= III I1 I II I I I I I II I I I II .. I III I 1I II 1I II I1 I I I II I I -III 1 II 1I 11 I I II II I II 1 1I I1 I �� BUILDING SECTION AT CAFETERIA 1/8" = F-0" CD O vi N N 0 N is N E z U N 0 n_ z � 1 GRADES 3-5 DLASSROOM CORRIDOR Iowa E will 1 1110. r0 1, _- i �I.��'�\ III � ,I • I — �IC�71n■■� i= � CLASSROOMGRADES 3.5 ® j GRADES 1-2 I CLASSROOM i ® • ® CORRIDOR �I BUILDING SECTION AT TWO STORY WING 1/8" = F-0" 2b TOS(LOW) GYM ROOF 7P 25'-7" — )RM FLOOF r6, 1 a UPPER FIRST -FLOOR _ 1• / 1'-411 -- - - 28 29.3 13 15 18 32 33.4 34 38 411 45 46 I 2 I I 3 I I I 2 1 (A3.2 A5.6 I iL 1 _-��- KILN ROOM 9 oiMAN. 4 BUILDING SECTION AT MEDIA CENTER A3.1 1/8" = 1'4' 29.3 WALL 4—NE CORRIDOR I I MEDIA CENTER 182 I — — J I I 104 —, -- _ la UPPER FIRST FLOOR - — — -it I 1_;� L-_ _0111 II- — �■ i�7 ���ll -_1 �1 ��III>_®�■� �>•� fir_ .. • • - . BUILDING SECTION AT PLATFORM 1/8" = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE BUILDING SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 19 14 45 39 34 33 3 9.3 29 26.6 22 2 - T QA3. A3.1 3 UPPER ROOF " 15 2T-115/8" I 2 SECOND FLOOR Y14'-0t1 .I. 1 FIR.qT FI nnp 10 n9 l8) Y 5 AT T 3.1 I- — F - 17 —1 I II I L n7 T I n6 ! KEYPLAN 1.4 n1 T T 5 3 UPPER ROOF OIL 2T-11 5/8" - i , it i I 77 BREAK-OUT 13 . ID_.OR�. ;; I � i I ! , I ��I� !l�i I I ►� -- ,�,> � ,�•_�'• ., ... �. �,. r..s.rt.�.i.0.-u..r..� A�•� 2 SECOND FLOOR�I I-8`i�� _- AREA � ilk-I I I '— - EASTL ��Y 1 " r18. • ! Ra ! ,II OR-RI®OR tINDERGARTENSERVCORRIDO- - 133 192HEALTH 102FTkii! i - - ---- - -�I--- --- _ 1 FIRST FLOOR� i I - - I --' I I i---- -- ! I— !--' I El►I I I - Ii - - I I-- I I, I � lii!i! II�--I I - OVERALL BUILDING SECTION -SOUTH-NORTH 3/32" = F-0" , • �e�'�� - ----- �Ir��i�� �I�L�!_...._ III ---- — ■.I _ I� —� ��_�t ?rl li i _ ��' ---►■■■���■Ifi:„_•==—_— .__; ���u�l�r�'I� ��.=..i��l��i�n�ui ----_ -- ���■ink i/�' --- - iii' � �i�■■-- —= .� .) +� C • I II__ -- ES >� •• a ��ASS LA SROOM CL CLASSROOM 1 7ASTLOBBY -•1.'-'- �-�__�.: - __ -..■� �'-- �\ � I'C���, �� ii.���f�■�I■�■% _ ►_--��1�■7\__ '7� ul AI■1� - --- -=il■�u_�I_— 7~ _ _ � ■ =���■..ram. - -_ . _ -- _ __ „-. ... ._.. _ _ .�. - - - - - -- — - - [IS •GRADES 1-2 • ' u' TOILET 15671 r I,- .■.�—.flTt� ..__. __ - R' .Nl�__ . r itI ®D . _ ME III I I OVERALL BUILDING SECTION -NORTH-SOUTH 3/32" = F-0" jk 2c TOS HIGHLGYM ROOF _ 26-81 /2" — — jk 2b TOS(LOW) GYM ROOF IRV 25'-7" � 1a UPPER FIRST 11 11 I. — =1 —J _--! ---------;------- j1 1 ! I III I , I i 1 ,i �v I I � r vi -EL J' i -� - - I - - -- -------— ! p 1 - - I I VESTIBULE 1180 ! I ! I I=1 1= b! I I I I I i-I-'— � --- �j i 1=iii--i i ice_ I i I �-� ; _ I�= _' � L ! LI IEl I Eil -E�d I IEEI I IEI I I I I=1 I I.—IIIIIIIII—III III--IIIIIIIII) I iI I' -! I I=1 I I .IIIIIIIIIIII—I I! —III I I I-1 I IIII_—i I I1 ! I =1 I I III--III_--III IIIIIIII I I1 I IIIIIII—III III —III III I I I=1 I I- t I 1=1 I I=� ! II— III I I I=i �:----, : � I I I!=-III=:1 I I=1 11= OVERALL BUILDING SECTION -WEST-EAST 3/32" = F-0" 2 SECOND FLOOR �. — - 14'-0" _ — 1 FIRST FLOOR 0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 MOSE-13- PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE BUILDING SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A392 PARAPET COPING - SINGLE -PLY FULLY ADHERED EPDM ROOF MEMBRANE - 1/2" COVER BOARD - 3" RIGID INSULATION - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM EPDM ROOF CONSTR. TYPE 10 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), WITH TAPERED INSULATION AND — CRICKETS AS REQUIRED TO PITCH TO DRAIN -STRUCTURAL METAL ROOF _ DECK, REFER TO STRUCTURAL DRAWINGS 1 WALL SEC A4.1 3/4" = F-0" 9 — — — A5.9 1 r 1 1 1 I 1 1 1 1 I 1 I 1 10=144_14 Ebb PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5%8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) -STRUCTURALMETALROOF DECK, REFER TO STRUCTURAL DRAWINGS ROLLER WINDOW SHADE C 3'-2" 4 A5.6 -----T------------------ ---�1 1 �1 t 1 1 rALUMINUM GUTTER 1 1 i r 1 i I 1 ALUMINUM FASCIA TRIM 1 = 1 ALUMINUM COMPOSITE PANEL ON ZEE FURRING ' BRICK VENT AT 24" OC STUD BACKUP WALL CONSTR. TYPE W21 1 - 4" NOMINAL GROUND FACE CMU III i VENEER - AIR SPACE - 1 1 7 - MASONRY ANCHORS AT 16"o.c. MAX. 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. °9 - 5/8" GWB T - INTERIOR FINISH AS SCHEDULED F79 GRADES 3-5 : CLASSROOM - 215 If 00Cm , 1 i CONCRETE ON METAL DECK TYPE 10 ; I \ / - CAST IN PLACE CONCRETE t - METAL FLOOR DECK - - REFER TO STRUCTURAL DRAWINGS „ 0 E ROLLER WINDOW SHADE ALUMINUM WINDOW SYSTEM CAST STONE SILL 3 UPPER ROOF 2T-11 5/8" 2c TOS UPPER ROOF 271—TII 2 SECOND FLOOR, 14'-011 1 c TOS SECOND FLOOR — — — — — — — 13'-5 1 /211 STEEL FRAMING, REFER TO STRUCTURAL DRAWINGS STUD BACKUP WALL CONSTR. TYPE W2( 2 - 4" BRICK VENEER A6.5 j - AIR SPACE - - MASONRY ANCHORS AT 16" OC MAXIMUM 1 1 i I - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" G W B - INTERIOR FINISH AS SCHEDULED BRICK SOLDIER COURSE I PREFABRICATED REINFORCED BRICK LINTEL I - RECESSED BRICK JAMB BEYOND - - F79 ALUMINUM WINDOW SYSTEM I I GRADES 1-2 _ - - RA� \ 1 CLASSROOM 137 j 1 CAST STONE TYPE A 1 I co ALUMINUM DOWNSPOUT WITH CAST IRON BOOT 1 i Ij CLOSED -CELL SPRAY- i 1� BRICK WEEP AT 24" OCD APPLIED FOAM INSULATION i 1' BRICK SHELF 17 1 FI RST 77— — APPROXIMATE LINE OF GRADE, REFER TO SITE DRAWINGS — -- z a a —'— Ga a 1 — _ — — — CONCRETE SLAB ON GRADE TYPE 00 . t= _ - CAST IN PLACE CONCRETE SLAB, _ FINISH AS SCHEDULED 1= REFER TO STRUCTURAL DRAWINGS _ I 2'ARIGIDOBNSUILATION ALONG =1 = _ — FOUNDATION WALL CONSTR. TYPE WO = I I I EXTERIOR WALL, EXTENDING 2' - 2" RIGID INSULATION AT INTERIOR INBOARD I I I = SIDE OF WALL EXTENDING 2' BELOW - _CONCRETE SLAB IIII -III _ _ _ _ _ -CAST IN PLACE CONCRETE WALL UNDERGROUND PIPING, REFER I I —III WITH BRICK SHELF II I I I —TO PLUMBING DRAWINGS = I I -I I I - REFER TO STRUCTURAL DRAWINGS — I I II FOR WALL THICKNESS AND DETAILS - III III III II III - — — — — — — — — — — — — — — I I Ii I II I II I I I I I I I I I I II I II I II I II I II I II I II I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I II I II I II I II I II I II I !I i lI I I �ON AT 2 STORY WING 0 d- 180 1 IN = W., 101 REVISIONS CONFORMED SET MARCH 22, 2019 11T I�Tr 1'• _P 1r kl1 J I H 1 G I-'I-SVJMa 1 IVV. 132-0089 N PHASE 2 OF 5 *4 1 0 U wWU WH � w�A O r•-iW� z �F � ►-r o o H V1 a a x a CON /y "'? O e6 PILOT NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A4.1 WALL SECTION AT ADMINISTRATION WING - — — I — — — — — — — — — — — — — — — — — — — — — - \� 1 PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS ALUMINUM GUTTER BRICK WEEK AT 24" OC APPROXIMATE GRADE - 2" RIGID INSULATION AT INTERIOR SIDE OF WALL EXTENDING 2' BELOW CONCRETE SLAB - CAST IN PLACE CONCRETE WALL WITH BRICK SHELF, REFER TO STRUCTURAL DRAWINGS I 2 A5.9 [-PARAPET COPING 1 1 1 f'�IT�fI i I 1 1 i I 1 i I 1 1 1 1 1 1 —--- - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE _ 5/R" MVFPRIIARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), WITH TAPERED INSULATION AND CRICKETS AS REQUIRED TO PITCH TO DRAIN -STRUCTURALMETALROOF DECK, REFER TO STRUCTURAL DRAWINGS —6" LIGHT GAUGE METAL FRAMING, i REFER TO STRUCTURAL DRAWINGS CONCRETE ON METAL DECK TYPE 10 - CAST IN PLACE CONCRETE - METAL FLOOR DECK - REFER TO STRUCTURAL DRAWINGS STEEL FRAMING, REFER TO STRUCTURAL DRAWINGS, TYPICAL 0 KINDERGARTEN 134 CONCRETE SLAB ON GRADE TYPE 00 - FINISH AS SCHEDULED - CAST IN PLACE CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS - VAPOR BARRIER - 2" RIGID INSULATION ALONG EXTERIOR WALL, EXTENDING 2' INBOARD WALL SECTION AT KINDERGARTEN WING Q i — — — — — — — — — — — — — PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE - DECORATIVE PVC BATTENS - FULLY ADHERED PVC, MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS ALUMINUM GUTTER ALUMINUM FASCIA TRIM -ALUMINUM COMPOSITE PANEL ON ZEE FURRING CAST STONE TYPE C BRICK VENT AT 24" OC - 4" BRICK VF_N_F_F__R_ - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" G W B - INTERIOR FINISH AS SCHEDULED ALUMINUM STOREFRONT SYSTEM ALUMINUM DOWNSPOUT WITH CAST IRON BOOT FENCE, REFER TO SITE nnnXenninr, KEYPLAN A L9 N IU I VJ JCIiVIVU rwvn 13'-5 1 /2" 1 FIRST F Ai REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT T NO. 132-0089 N PHASE 2 OF 5 CAN �;Z�,, �C%' s z; �1C�1`•. V. 20 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 3/4" = 1'-0" 00, 3/4" = F-0" A492 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO $ SIM DRAIN A5.6 - SLOPED STRUCTURAL METAL — — — — ROOF DECK, REFER TO STRUCTURAL DRAWINGS i t 1 1 1 � ALUMINUM FASCIA TRIM 1 4, - t 1 I ALUMINUM COMPOSITE PANEL ON I I ZEE FURRING —� ALUMINUM STOREFRONT SYSTEM SUSPENDED WOOD - FIBER ACOUSTICAL PANEL, REFER TO CEILING PLANS AC arl WOOD -FIBER ACOUSTICAL PANEL, REFER TO INTERIOR ELEVATIONS i I F79 MEDIA CEI -1 _04 v r` /RVEFFINISH AS SCHEDULED' ER CAST IN PLACE CONCRETE SLA TO STRUOTU AL DRA/UIN S-APOR BARRIER - 2" RIGID INSULATI N ALONGI EXTERIOR WALL, �XTENDING 2' I 1 SIM INBOARD i A6.6 i 1 1 1 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED PREFABRICATED REINFORCED BRICK LINTEL ROLLER WINDOW SHADE RECESSED BRICK JAMB BEYOND ALUMINUM WINDOW SYSTEM CAST STONE TYPE A - 4" NOMINAL BRICK VENEER _ - AIR SPACE `P - MASONRY ANCHORS AT 16" OC 3 5/8 1' 4„ N MAXIMUM S3 8 SIM - 3" RIGID INSULATION A5.6 - CONTINUOUS FLUID -APPLIED AIR BARRIER ( - 8" NOMINAL CMU BACKUP WALL 1 — - INTERIOR FINISH AS SCHEDULED — — — — — — ° a =1 1_� - BRICK WEEP AT24"OC 1' -- � -r-J _ APPROXIMATE GRADE — FOUNDATION WALL CONSTR. TYPE WO = = 2" RIGID INSULATION AT INTERIOR SIDE OF WALL EXTENDING Z BELOW CONCRETE SLAB = - CAST IN PLACE CONCRETE WALL WITH BRICK SHELF, REFER RO STRUCTURAL DRAWINGS _ I _=1 I — WALL SECTION AT MEDIA CENTER 3/4" = 1'-0" 2a TOS LOW R00_ _ F 16'-4" � 1 FIRST FLOOR 0" 43 I - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN 11 - SLOPED STRUCTURAL METAL ROOF A5.6 DECK, REFER TO STRUCTURAL ---------- DRAWINGS ELI L__j IN IT I Lfj I_ '_ TOS LO_W R00_ F _I -- __ - ---STUD _ _ _ _ _2a BACKUP WALL CONSTR. TYPE W22 16'-4" ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING t - 3" RIGID INSULATION I - CONTINUOUS FLUID -APPLIED AIR 1 BARRIER I_, 5/8" GLASS MAT PAPERLESS SHEATHING i I - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM 1 - AT INTERIOR LOCATIONS: i I - 5/8" G W B - INTERIOR FINISH AS SCHEDULED 1 I o I AT ROOF PARAPET LOCATIONS: - 5/8" GLASS MAT PAPERLESS 'x SHEATHING ' _ \ t 1 - EPDM ROOF MEMBRANE CAST STONE TYPE C I BRICK VENT AT 24" OC i I (2) COURSES SOLDIER COURSE BRICK STRUCTURAL STEEL FRAMING, N REFER TO STRUCTURAL DRAWINGS DUCTWORK AND PIPING, REFER TO I CAST STONE PANEL MEP DRAWINGS d. CEILING AS SCHEDULED I !I ALLI I o KITCHEN o _1 —o9 r i _ -- I I CAST STONE TYPE A I I I LT - -- r j CMU BACKUP WALL CONSTR. TYPE W10 x1m- 4" NOMINAL BRICK VENEER AIR SPACE MASONRY ANCHORS AT 16" OC j MAXIMUM — --� -3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER _ $ SIM - 8" NOMINAL CMU BACKUP WALL A5.6 - INTERIOR FINISH AS SCHEDULED BRICK WEEP AT 24" OC 1a UPPER FIRST FLOOR APPROXIMATE LINE OF GRADE, 1'-411 t REFER TO SITE DRAWINGS _ ..._,— - BRICK SHELF i FOUNDATION WALL CONSTR. TYPE WO 2" RIGID INSULATION AT INTERIOR SIDE OF WALL EXTENDING 2' BELOW _ CONCRETE SLAB CAST IN PLACE CONCRETE WALL WITH BRICK SHELF, REFER TO — STRUCTURAL DRAWINGS IIIIII=1 I I=1 I I=1 I I=1 I I —III I I IIII=1 I I WALL SECTION AT CAST STONE PANEL 3/4" = 1'-0" MEMBRANE ROOFING TYPE 12 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS STEEL FRAMING, REFER TO QTDI If' I IDAI nDAIAlIAI(_Q— v i i wv i vi �n� v� �nrr nvu� OVERHEAD COILING DOOR STEEL TEES AND PLATE, PAINTED, REFER TO STRUCTURAL DRAWINGS FOR INFORMATION - FINISH AS SCHEDULED - CAST IN PLACE CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS - VAPOR BARRIER - 2" RIGID INSULATION ALONG EXTERIOR WALL, EXTENDING 2' INBOARD I SIM 7, R - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING - 3" RIGID INSULATION _ - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - AT INTERIOR LOCATIONS: - 5/8" G W B - INTERIOR FINISH AS SCHEDULED - AT ROOF PARAPET LOCATIONS: - 5/8" GLASS MAT PAPERLESS - -. n _ JI--ICH 1 1-'IIIVIa -EPDM ROOF MEMBRANE ALUMINUM COMPOSITE CORNICE CAST STONE TYPE C BRICK VENT AT 24" OC - 4" NOMINAL BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 8" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED (2) COURSES SOLDIER COURSE BRICK OVER OPENING BRICK WEEP AT 24" OC STEEL CHANNEL, PAINTED, BEYOND BRICK JAMB BEYOND GALVANIZED STEEL GUARDRAIL BEYOND� CAST STONE ACCENT BAND BEYOND STEEL ANGLE CORNER GUARD BEYOND! STEEL ANGLE, REFER TO STRUCTURAL. DRAWINGS KEYPLAN 2a TOS LOW ROOF 19k 16'-4" 10 III SLOPE AWAY FROM BUILDING a .b° a UPPER FIRST FLOOR1 4„ _a - - " I MECHANICAL DOCK LEVELER ° a AND BUMPER FOUNDATION WALL CONSTR. TYPE WO =1 I 1=1 I 1=11 - 2" RIGID INSULATION AT INTERIOR SIDE OF WALL EXTENDING 2' BELOW — CONCRETE SLABI I I = - CAST IN PLACE CONCRETE WALLWITH BRICK SHELF, REFER TO STRUCTURAL DRAWINGS II- =1=1 °a a" —--- _ _ _ — 1 �I=�,I III I=I!II,III IIII III II III III III III III WALL SECTION AT LOADING DOCK 3/4" = 1'-0" CV zo - CAST IN PLACE CONCRETE WALL WITH FINISHED EXPOSED FACE - REFER TO STRUCTURAL DRAWINGS FOR WALL THICKNESS AND DETAILS APPROXIMATE LINE OF GRADE, REFER TO SITE DRAWINGS 1 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 L/1 Q o H w W W E U � w�A � � o O H � a ciCAN �cA� y; z- MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A493 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS PLATFpqVl=! CURTAIN AND RIGGING II II El II II I II I I I II II I I. I G II I I II II I I n I II I I i I II 11 III MUSIC AND PLATFORM 118 - FINISH AS §CHEDULED - CAST IN PLACE CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS - VAPOR BARRIER - 2" RIGID INSULATION ALONG EXTERIOR WALL, EXTENDING 2' R I 7 Sim A5.6 — — — — — — — — — — 1 ' � I I I 1 t I STUD BACKUP WALL CONSTR. TYPE W22 - ALUMINUM COMPOSITE PANEL 1 t - AIR SPACE WITH ZEE FURRING 1 1 1 - 3" RIGID INSULATION 1 I - CONTINUOUS FLUID -APPLIED AIR t 1 BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING 6" COLD FORMED METAL FRAMIN(2C TOS(HIG_H) GYM ROOF AT 16" OC MAXIMUM 261-8 1/2" 1 - AT INTERIOR LOCATIONS: t - 5/8" GW B t - INTERIOR FINISH AS SCHEDULED AT RGOF PARAPET LeGATI 1 - 5/8" GLASS MAT PAPERLESS SHEATHING - EPDM ROOF MEMBRANE 1 1 ALUMIIvUIVI CVIVIPVSI I E CORNICE CAST STONE TYPE C zt BRICK VENT AT 24" OC CAST STONE TYPE E CMU BACKUP WALL CONSTR. TYPE W1 f/--: - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 12" NOMINAL CMU BACKUP WALL ~, - IN I EHIUH FINISH AS SCHEDULED 1 `fl - SELF -ADHERED MEMBRANE FLASHING I I BRICK WEEP AT 24" OC I t GALVANIZED STEEL SHELF ANGLE I 1 ROOF MEMBRANE � � ' I FIZ T I 1 ii■i am INBOARD I I I ALIGN - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS STEEL FRAMING, REFER TO STRUCTURAL DRAWINGS CEILING AS SCHEDULED so TOS LOW ROOF 161-411 1 b PLATFORM FLOOR 31-411 Irz —III 1 a UPPER FI .11 S IEII I 1_1 I I EEI I I I =1 1 FLOOR 1 1-411 00 N GYMNASIUM 117 GYM WALL PADDING WALL BASE AS SCHEDULED T - ALUMINUM COMPOSITE PANEL AIM C MAnr 1A/ITLJ 7Cc CI II']MIKVI - /11R or/'iliC VV I 1 n LCC runt-i )V17 - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING KEYPLAN REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 \\ykF C,o%ir��r� >'x, OCAN MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. WALL SECTION AT PLATFORM 3/4" = F-0" .I WALL SECTION AT GYM 3/4" = F-011 A494 EPDM ROOF CONSTR. TYPE 12 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS STRUCTURAL STEEL FRAMING, PAINTED CONTINUOUS STEEL ANGLE, PAINTED CMU BACKUP WALL CONSTR. TYPE W13 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION IIII- CUV 11 OUS FLUID -APPLIED AIR BARRIER - 12" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED ACT-01 CMU BOND BEAM ROLLER WINDOW SHADE SOLID SURFACE WINDOW STOOL - co Fz 0 T STUD BACKUP WALL CONSTR. TYPE W22 - ALUMINUM COMPOSITE PANEL - - WITH ZEE FURRING 2c TOS(HIGH) GY_M ROOF --AIRSPACE - 3" RIGID INSULATION 26-8 1 /2" - CONTINUOUS FLUID -APPLIED AIR R BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM \ - AT INTERIOR LOCATIONS: - - 5/8" GWB - - INTERIOR FINISH AS SCHEDULED 5/� SS MAT PAPERLESS ` r SHEATHING "' - EPDM ROOF MEMBRANE I CAST STONE TYPE C -J I I INSTRUMENTAL MUSIC— -- MUSIC AND / F74 -I PLATFORM 0 - 118 OK \ / Op CAST STONE TYPE E CAST STONE TYPE D M fM cp N zo SLIGHT FIXTURE, REFER TO ELECTRICAL X I DRAWINGS SIM PREFABRICATED REINFORCED BRICK LINTEL MINUM WINDOW SYSTEM RECESSED BRICK JAMB BEYOND -1 ---- CAST STONE TYPE D CONCRETE SLAB ON _ _ _ _ _ I ! GRADE TYPE 00 --- --- - FINISH AS GALVANIZED STEEL HAND RAIL SCHEDULED r ; �., f �\ - CAST IN PLACE GALVANIZED STEEL GUARD RAIL CONCRETE SLAB,1 77 �/' REFER TO STRUCTURAL CAST STONE TYPE A DRAWINGS _—_ _—_ _ _ b %cp - VAPOR BARRIER �� r} Cm - 2" RIGID INSULATION , , j BRICK WEEP ALONG EXTERIOR 1 CONCRETE RAMP WALL, EXTENDING 2' I 1 INBOARDLU 1 11 I, � L _ 1 b PLATFORM FLOOR A5.0 EXPOSED CONCRETE FINISH _ I _ __ 1a UPPER FIRST FLOOR — FOUNDATION WALL � _ — — i'-4" r CONSTR. TYPE WO II�U ° - - 2" RIGID INSULATION .— _ _ _ _ °°"I-. ' ° =I = _ = SITE WALL CONSTR. AT INTERIOR SIDE OF = _ — I - TYPE W5 WALL EXTENDING 2' I °. ° a ° °': - I - CAST IN PLACE BELOW CONCRETE — = < ° - III I CONCRETE WALL WITH FINISHED SLAB I _ " . ° : " ° <•, EXPOSED FACE - CAST IN PLACE CONCRETE WALL �. ° a —REFER TO WITH BRICK SHELF, — a- . STRUCTURAL REFER TO ' - °-° _ DRAWINGS FOR WALL J�m 14 STRUCTURAL THICKNESS AND DRAWINGS FOR WALI a -_,a °- I I I I —I DETAILS THICKNESS AND DETAILS -_ — ° 44 °° I=_ � I II _-I I -I I I LII- I II IIIIIIIIIIIIIII—III IIIIII� I I —III IIIIIIIIIIIIIIIII i WALL SECTION AT PLATFORM 3/4" = 1'-0" - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE SIM - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION --------- WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO t I DRAIN -un - SLOPED STRUCTURAL METAL STRUCTURAL RA DRAW DOF DECK, REFER RAWINGS - ALUMINUM COMPOSITE PANEL j - AIR SPACE WITH ZEE FURRING r = 3'-RIGID1NSULAfM -- — — — 1 - CONTINUOUS FLUID -APPLIED AIR 1 -11, 1 IFR t - 5/8" GLASS MAT PAPERLESS 1 SHEATHING t - 6 COLD FORMED METAL FRAMING t AT 16" OC MAXIMUM - AT INTERIOR LOCATIONS: t L-i�5//j8 GW13 t —AATROOF"P PEf LT 0fffNS ED CA§f %HIN4 §f" PAPERLESS SHEG M - EPDM ROOF MEMBRANE CAST STONE TYPE E CAST STONE TYPE D CMU BACKUP WALL CONSTR. TYPE W13 - 4" BRICK VENEER =ANbPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 12" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED -PREFABRICATED REINFORCED BRICK LINTEL LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS ALUMINUM STOREFRONT SYSTEM RECESSED BRICK JAMB BEYOND WALL SECTION AT PLATFORM 3/4" = 11-0" 2c TOS HRH) GYM ROOF, 26-8 1 /2" 1 I 1 I i 1 1 1 I I 1 1 1 1 1 1 1 1 1 I i 1 t 1 1 i t I 1 1 i 1 1 1 1 b PLATFORM FLOOR i 1 3'-4" EXPOSED ��CONCRETE FINISH QQ RR PVC R OF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS _ 4 SIM A4 - FULLY ADHERED PVC MEMBB�ANE ROOFING - 5/8" OVERBOARD -- ----- --------------^ -(2) !YERSOFRIGID INSUL. JWITH STAGGERED JOINTS 5.5" l ITOTALI (R-30 MIN.) t 1- STRUCTURAL METAL ROOF �_ 1 1DECK, !DRAWINGS REFER TO STRUCTURAL >_ 1 t tALUMI UM FASCIA TRIM 1 1 " 2c TOS UPPER ROOF — ; - 27'-4" 1 1 I I - 1 i _�— -- — —• --_—\"-------♦ °° ALUMINUM COMP SITE PANEL ON ZEE FURRING ALUMINUM DOWN POUT AND GUTTER I ° CAST STONE TYPO E -°I STUD BACKUP WWLL CONSTR. TYPE W21 4" NOMINAL GR UND FACE CMU VENEER AIRSPACE ' - MASONRY ANC ORS AT 16"o.c. MAX:. - 3" RIGID INSUL. - CONT. FLUID -A PLIED AIR BARRIER — - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. d° - 5/8" GWB - INTERIOR FINISY AS SCHEDULED I d V I _ O Op THRU-WALL FLAS ING I 7I I GIRLS' TOILET EPDM ROOF CONSTR. TYPE 11 220 - SINGLE -PLY FU LY ADHERED ROOF MEMBRANE r - 5/8' COVERBOA�RD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TnTA1 (R--qn MAIN k TAPFPF-n V. INSULATION AND�CRICKETS TO 77 j PITCH TO DRAIN II e " - COMPOSITE ROOF DECK, REFER TO STRUCTURAL �� DRAWINGS AF' 9 KEYPLAN 4 CAST STONE TYPE G 4 ° I 2a TOS LOW ROOF 4 ' �. -_ ` i 1 I --- 1 ° 1 1 op N 1 1 1 1 I 1 1 I 2 SECOND FLOOR -- — — -- —— 14'-0" _ _ _ 1 c TOS SECOND FLOOR CEILING AS SCHEDULED OT/PT RESOURCE ROOM 141 13'-5 1 /2" ------STEEL FRAMING, REFER TO STRUCTURAL DRAWINGS 1 1 iRFrIIRITY(AMFRA RFFFR_ T(_� TECHNOLOGY DRAWINGS I I I / I I bo I - 4" BRICK VENEER -AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED 1 1 CAST STONE TYPE A I I CLOSED -CELL SPRAY - CONCRETE SLAB O GRADE TYPE 00 / APPLIED FOAM INSULATION - CAST IN PLACE COCRETE SLAB, -� fcp REFER I O S I RUi; I U]MAL URAVVIIVGS I tA5.6) .71IVI - VAPOR BARRIER - 2" RIGID INSULATION ALONG - - EXTERIOR WALL, EXTENDING 2' INBOARD ' 1 FIRST FLOOR OL 1.z E IF I —I I FOUNDATION WALL CONSTR. TYPE WO —I I IILI I I I I —I —I I I = 2" RIGID INSULATION AT INTERIOR I- I II I I —III SIDE OF WALL EXTENDING 2' BELOW CONCRETE SLAB CAST IN PLACE CONCRETE WALL _ WITH BRICK SHELF, REFER TO STRUCTURAL DRAWINGS -II I 1- I I III-1 I I -I WALL SECTION AT EAST WALL 3/4" = 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 S I I� I E rRu IEu I NO .7 I H I C t'I--SVJCIi I IVV. 132-0089 N PHASE 2 OF 5 0 0 U L/1 Q o � w99W WF U o aW� o x4�x � � o O a a x a PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A495 2 a O / SUSPENDED LIGH I = FIXTURE;, REFER TO ELECTRICAL DRAWINGS, GWB STOOL L.-,- SUSPENDED ACRYLIC' ---- -- PANEL, TYPICAL BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC IV"EIV"BRANS ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS A C%l k A A5.6 i 1 ` 1 t _ t \` 1 i IIII II �AL I IMINUM GUTTER 1 2c TOS UPPER ROOF �� — — — - — --- --1 — — — — I ALUMINUM FASCIA TRIM 271-411 ALUMINUM COMPOSITE PANEL ON ZEE FURRING STUD BACKUP WALL CONSTR. TYPE W22 ALUMINUM DOWNSPOUT I F49 ALUMINUM STOREFRONT SYSTEM ALUMINUM SILL PAN FLASHING PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC J MEMBRANE ROOFING - 5/8" COVERBOARD I 20 - 4" NOMINAL / WITH STAGGEREJOINTS 5.5" 11.4 GROUND FACE CMU TOTAL (R-30 MIN.) - - VENEER I - - - STRUCTURAL METAL ROOF - - AIR SPACE DECK, REFER TO STRUCTURAL - MASONRY ANCHORS r _ 1' DRAWINGS 1 AT 16"o.c. MAX. I I 1 - 3" RIGID INSUL. i 1 II CONT. FLUID -APPLIED AIR i BARRIER j - 5/8" GLASS MAT 1 PAPERLESS 1 SHEATHING 1 - 6" COLD FORMED 1 METAL FRAMING AT 16"o.c. MAX. - 5/81' GWB - INTERIOR FINISH AS SCHEDULED OTC'CI nlli 1IAAAI nAlnlrCn J I CCL l'VLVIvi1V, 1-F111V 1 CV, BEYOND, REFER TO STRUCTURAL DRAWINGS i � I STEEL FRAMING, REFER TO STRUCTURAL DRAWINGS- —} I WOOD -FIBER ACOUSTICAL''. WALL PANEL, REFER TO CEILING PLANS- - -Ti / / CEILING AS SCHEDULED 1 1' R \ 1 1 2a TOS LOW ROOF — 164 1 11 I III! MAIN OFFICE EAS LOBBY SECRETARIAL 181 AREA v 101 Z\ 11 'I HOLLOW METAL WINDOW FRAM - i s WALL BASE AS SCHEDULED I' i 1 FIRST FLOOR 4 Oil d I I II CONCRETE SLAB ON GRADE TYPE 00 - FINISH AS SCHEDULED - CAST IN PLACE CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS - VAPOR BARRIER - 2" RIGID INSULATION ALONG EXTERIOR WALL, EXTENDING 2' INBOARD 2 WALL SECTION AT EAST LOBBY CLERESTORY A4.6 3/411= 1'-0" ss ------------------------- 1 � 1 1 1 1 1 1 t I 1 1 1 1 1 1 1 1 i 1 SUSPENDED ACRYLIC 1 1 i 20 PANEL, TYPICAL I 1 t j 1 ° --------- STEEL FRAMING, PAINTED, REFER TO STRUCTURAL DRAWINGS O O SUSPENDED LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS IN V\\\�\\\E\10\0 PAINTED TO �.EA � .\ mmm 7 l .4� SIM o� - - - \ i 1 1 1 iL 1 1 GWB-03 `--- --'� t �I ROOM CAP ASSEMBLY - 3/4" PLYWOOD, PAINTED - 8" METAL JOIST FRAMING CEILING AS SCHEDULED F3 I ALUMINUM STOREFRONT SYSTEM STEEL COLUMN, PAINTED, REFER TO STRUCTURAL DRAWINGS I o Ili , PUBLIC BUILDING COMMISION "VE EAST LO BY 181 181.1 VESTIBULE �R gp o S„PE,,,,,E NEWNTOF SCHOOLS I 180.1 O 180 ARCHnECT COHMMW MRAOER OWNMS PRO)ECT MANAGER ! CONCRETE SLAB ON GRADE TYPE 00 0 0 BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS ALUMINUM FASCIA TRIM STUD BACKUP WALL CONSTR. TYPE - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - AT INTERIOR LOCATIONS: - 5/8" GWB - INTERIOR FINISH AS SCHEDULED - AT ROOF PARAPET LOCATIONS: - 5/8" GLASS MAT PAPERLESS SHEATHING -EPDM ROOF MEMBRANE -ALUMINUM COMPOSITE PANEL SOFFIT ALUMINUM STOREFRONT SYSTEM CAST STONE SILL BRICK VENT AT 32" OC TUD BACKUP WALL CONSTR. TYPE) All K1/IPkAIAIAI / 173f" tKin CA/�C r%WAI I L U i-AUL IVIvItJ 4 rvvlwnvr-� panV IVv VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" GWB - INTERIOR FINISH AS SCHEDULED PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 21 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC --= MEMBRANE ROOFING - 5/8" COVERBOARD - STRUCTURAL METAL ROOF DECK- -- -- - STEEL FRAMING WITH HIGH PERFORMANCE COATING, REFER TO S T RUC T URAL DRAYV IIVGS STEEL COLUMN WITH HIGH PERFORMANCE COATING, REFER TO STRUCTURAL DRAWINGS KEYPLAN 1 _ 2 SECOND FLOOR 141-0-01 - FINISH AS SCHEDULED - CAST IN PLACE CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS j - VAPOR BARRIER - 2" RIGID INSULATION ALONG== RIGID INSULATION EXTERIOR WALL, EXTENDING 2' HORIZONTAL AND VERTICAL -- - - - INBOARD -- - - - - - --- - AT THRESHOLD FIRST _ -. - -- -- ------ -- -- —— 0 --FLOOR d de a � , ' I. 1 a' e°. a a d a �. , .d° - - - .. c - FOUNDATION WALL CONSTR. TYPE WO =11 1 — I 1 I 1 111 2" RIGID INSULATION AT INTERIOR — SIDE OF WALL EXTENDING 2 BELOW CONCRETE SLAB11— I CAST IN PLACE CONCRETE WALL WITH BRICK SHELF, REFER TO — —III— I_I- j STRUCTURAL DRAWINGSi ii i ii I— III IIII-IIII- _ _ _ __III!-_ - 1II _ - II_ _ MI I -I=-1 I 1I 1 1 WALL SECTION AT EAST LOBBY A4.6 3/411 = 11-011 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 MOSER I PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. FAA rjj ,,X - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" (_OVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS 4" 4" PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 i O <0 - DECORATIVE PVC -BATTENS - FULLY ADHERED PVC I� 1011 MG 5/8" COVERBOARD i A - (2) LAYERS OF RIGID INSUL. / WITH STAGGERED JOINTS 5.5"' — — — — — — — -TOTAL `R-3a MTN.) — — STRUC URAL METAL ROOF ��\= DECK, REFER TO STRUCTURAL - DRAWINGS T I-P;r % Z O /-STEEL F AMING, PAINTED, REFER u i TO STR , CTURAL DRAWINGS � I If II I SIN I I I I I 1 I I I fll GWB SILL, TYPICAL 4'-0" F53 ,—ALUMINUM GUTTER f - 2c TOS UPPER ROOF 2727'-4" F '---ALUMINUM FASCIA TRIM ALUMINUM COMPOSITE PANEL SOFFIT STUD BACKUP WALL CONSTR. TYPE W22 - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - AT INTERIOR LOCATIONS: - 5/8" GWB - INTERIOR FINISH AS SCHEDULED - AT ROOF PARAPET LOCATIONS: - 5/8" GLASS (VIA I PAPERLESS SHEATHING - -EPDM ROOF MEMBRANE r ALUMINUM STOREFRONT SYSTEM ALUMINUM SILL PAN FLASHING, TYPICAL EPDM ROOF CONSTR. TYPE 10 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), WITH TAPERED INSULATION AND CRICKETS AS REQUIRED TO PITCH TO DRAIN - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS - SINGLE -PLY FULLY ADHERED EPDM ROOF MEMBRANE o - 1/2" COVER BOARD ON ZEE FRAMING - 3" RIGID INSULATION ----------- - ----- - - - 5/8" GLASS MAT PAPER LESS - - - 2a TOS LOUT/ ROOF_ — —S HEATH I NO 16'-4" - 6" COLD FORMED METAL FRAMING ---- - AT 16" OC MAXIMUM - 5/8" GWB M - INTERIOR FINISH AS SCHEDULED co WOOD FIBER — _ — — _ _ 2 SECOND FLOOR -h ACOUSTICAL — — 1 fir PANEL I 14'-0° II I II I I `—CEILING AS SCHEDULED FACULTY I I EAST LOBBY I TEACHER LOUNGE WORKROOM 181 1 33 I I 123 I I !I' �• I I I CONCRETE SLAB ON GRADE TYPE 00 - FINISH AS SCHEDULED j I - CAST IN PLACE CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS I - VAPOR BARRIER - - 2" RIGID INSULATION ALONG EXTERIOR WALL EXTENDING 2' -- INBOARD 1 FIRST FLOOR I I -Li HE I I I El IE9 I El IE I I I I =1 I I 1EEI I 1EII I El I I 1EI I I WALL SECTION AT LOBBY CLERESTORY 3/4" = F-0" U STEEL FRAIMIINIG, PAINTED, RE TOrSTRUCTURAL DRAWINGS-- J� I �- .J 4'-0" AN PVC ROOF WITH DECORATIVE PR( BATTENS ROOF CONSTR. TYPE 20 N( - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS KEYPLAN If, [iL 2c TOS UPPER ROOF 27 I - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS nl-ICATLIIAIl1 UUUt� Jnr_m I rl IINla - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - AT INTERIOR LOCATIONS: - 5/8" GWB - INTERIOR FINISH AS SCHEDULED - AT ROOF PARAPET LOCATIONS: - 5/8" GLASS MAT PAPERLESS F53 SHEATHING -EPDM ROOF MEMBRANE ALUMINUM STOREFRONT SYSTEM I I I rnAID "I I I/� _uvvv vILL _- ALUMINUM SILL PAN FLASHING STUD BACKUP WAIL CONSTR. TYPE W25 - SINGLE -PLY FULLY ADHERED EPDM ROOF MEMBRANE o - 1/2" COVER BOARD ON ZEE rnnelr.Ir-+ rr /-slvwnvu - 3" RIGID INSULATION - 5/8" GLASS MAT PAPERLESS HEATHTNG — — - - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED EPDM ROOF CONSTR. TYPE 10 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), WITH TAPERED INSULATION AND CRICKETS AS REQUIRED TO PITCH TO DRAIN - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS B SOFFIT 2a TOS LOW ROOF 16'-4" I _ EAST_ -LOBBY " I STEEL COLUMN, PAINTED, REFER TO STRUCTURAL DRAWINGS CONCRETE SLAB ON GRADE TYPE 00 - FINISH AS SCHEDULED - CAST IN PLACE CONCRETE SLAB, REFER TO STRUC FURAL DRAWINGS - VAPOR BARRIER - 2" RIGID INSULATION ALONG EXTERIOR WALL, EXTENDING 2' - - _INBOARD 1 FIRST FLOOR •1 d - oll-oil a - I — 1I 11 I IIII1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I IIII1 WALL SECTION AT LOBBY CLERESTORY 3/4" = 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 JNCa.ry p �'� •y, Y/ z 20 .I m--OSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A497 e n Y I - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), WITH TAPERED INSULATION AND CRICKETS AS REQUIRED TO PITCH TO DRAIN - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS BRICK VENT AT 24" OC =or - -ALUMINUM COMPOSITE PANEL AIR SPACE WITH ZEE - FURRING 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR --a T BARRIER CEILING AS SCHEDULED 5/8"GLASS MAT' j PAPERLESS SHEATHING - - 6" COLD FORMED METAL - STUD BACKUP WALL CONSTR. TYPE W20 FRAMING AT 16" OC - --- - - 4" BRICK VENEER MAXIMUM 3 - AIR SPACE - MASONRY ANCHORS AT 16" OC PREFABRICATED REINFORCED I BRICK LINTEL MAXIMUM - - 3" RIGID INSULATION-- -- -- - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS I 46 F9 SHEATHING I - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" G W B - INTERIOR FINISH AS SCHEDULED - HOLLOW METAL FRAME - - I ALUMINUM STOREFRONT SYSTEM ECESSEDB t1CKJAMBBEYOND---T 1187.1)I o®C gQ - WESTLOBTY VESTIBULE I 87 �c 1 8-6-1 F187 n I Mr! KEYPLAN REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 V 0 O 29 � mho W V 2a TOS LOW ROOF OgL STUD BACKUP WALL CONSTR. TYPE W221 b'-4" Y w w - ALUMINUM COMPOSITE PANEL Lin � O - AIR SPACE WITH ZEE FURRING - 3" RIGID INSULATION 1 ...I A CONTINUOUS FLUID -APPLIED AIR I A4.6 PVC ROOF WITH DECORATIVE I O W BARRIER[--_B- - 5/8" GLASS MAT PAPERLESSTTENS ROOF CONSTR. TYPE 21 rT, ', SHEATHING _ DECORATIVE: PVC BATTENS 6" COLD FORMED METAL FRAMING 1 _p AT 16" OC MAXIMUM MEMBRANE ROOFING �\ W I nTIm o IT . I -Q1 5/8" COVERBOARD -1 IVI E,11017LOClIONS - 5/8" GWB ALUMINUM GUTTER J STRUCTURAL METAL ROOF - INTERIOR FINISH AS SCHEDULED \\' ECK - - - - - - - - - - - - - - - - - - AT ROOF PARAPET LOCATIONS: "` O - 5/8" GLASS MAT PAPERLESS SHEATHING -EPDM ROOF MEMBRANE o g 1 I i O ALUMINUM COMPOSITE CORNICE PIN MOUNTED METAL BOX LETTER / HIGH PERFORMANCE j COATING ON METAL t \ 1 SIGNAGE I / ROOF DECK / 1 I 1 CAST STONE TYPE C, HUNG WITH CONCEALED MASONRY ANCHOR .--• I i'' STEEL TUBE FRAMING, WITH I r j` HIGH PERFORMANCE -' COATING, REFER TO STRUCTURAL DRAWINGS I I I I o I I CO CV L9 I I II I I II I ALUMINUM MINI Inn THRESHOLD RIGID INSULATION , OVERFLOW OUTLET BEYOND - FINISH AS SCHEDULED - CAST IN PLACE CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS - VAPOR BARRIER - 2" RIGID INSULATION ALONG EXTERIOR WALL, EXTENDING 2' INBOARD - SDI, Zff 'IN '& flI I����1��r124 W`WO-63W�-'i`����r�',�{��ir BE 141 film IN IN • . • • - Ro .. ,. . - • : 1- WALL SECTION AT WEST LOBBY CANOPY 3/4" = F-0" 1 a UPPER FIRST FLOOR OIL— 11_^11 �_ BASE PLATE, WITH HIGH ,`��'0", CONly��9�,, PERFORMANCE COATING, REFER `�dy , JNCANpF,,��.'; TO STRUCTURAL DRAWINGSCs I I M I_-1 I I I= I=1 = 1= i=1 11 1- H = 1 -I I M1 1=1 I_ I- = I - 1 1 -I I I I 1 1-I I= III i- I I I �- 1III=III=IIIIII-III-IIIIII=III-III-III- III-III-III=IIIIIIIII-III-III=IIIIII-III WALL SECTION AT ENTRANCE CANOPY 3/411 = 11-011 1 FIRST FLOOR O1/ 1V10 S E.R PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 1 I � 2 1 1 1 EPDM ROOF CONSTR. TYPE 12 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION 5 I WITH STAGGERED JOINTS 5.5" A5.6 TOTAL (R-30 MIN.), PITCHED TO DRAIN ram. _ _ _ - _ - - - - _ _ --- , -SLOPED STRUCTURAL METAL ROOF DECK, REFER TO Ilk t I i STRUCTURAL DRAWINGS 1 ALUMINUM FASCIA TRIM i 1 11/ALUMINUM COMPOSITE PANEL BTFFL FRAMING i I /. nKI 7GG M IRRIni(r PAINTED, REFER 1 I 1 TO STRUCTURAL I / 1 DRAWINGS— EPDM SEISMIC JOINT 1 I MEMBRANE ROOFING TYPE 12 2a TOS LOW ROO_ F — T- - - • _ _ 16-411 WOOD; FIBER ACOUSTICAL PANEL, REFER TO 7 INTERIOR > ELEVATIONS A5.9 i I MEDIA CENTER 104 F- CEILING AS SCHEDULED FACULTY LOUNGE l03 - FINISH AS SCHEDULED - CAST IN PLACE CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS - VAPOR BARRIER - 2" RIGID INSULATION ALONG EXTERIOR WALL, EXTENDING 2' INBOARD I 1 FIRST FLOOR a a g n O I° 4 a1 - - d � d - I-_� WALL SECTION AT SEISMIC JOINT 3/4" = 1'-0" STEEL FRAMING, PAINTED, REFER TO STRUCTURAL DRAWINGS CAULK JOINT STUD BACKUP WALL CONSTR. TYPE W22 - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIEB_ — — — - - 5/8" GLASS MAT PAPERLESS SHEATHING 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - AT INTERIOR LOCATIONS: - 5/8" GWB - INTERIOR FINISH AS SCHEDULED - AT ROOF PARAPET LOCATIONS: - 5/8" GLASS MAT PAPERLESS SHEATHING - EPDM ROOF MEMBRANE WOOD -FIBER ACOUSTICAL / WALL PANEL EPDM ROOF CONSTR. TYPE 12 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/W COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS ALUMINUM FASCIA TRIM ALUMINUM COMPOSITE bo PANEL ON ZEE FURRING ALUMINUM STOREFRONT QVQTCAA WITU QII I J 1 V 1 LIVI vv 11 1 1 VILL FLASHING BELOW MEMB r a __CEILING AS SCHEDULED ° - o I° I ° ° o ° I ° ° ° I ° I ° - - -- - t I '° 109. KITCHEN 0 ° � I " ° I° 0 0 P --- — 1a UPPER FIRST FLOOR a E I I�M I_ WALL SECTION AT SHED ROOF SIDEWALL 3/4" = F-0" �----- t 1 1 I I I METAL FLASHING, MATCH SCREEN WALL -PT WOOD BLOCKING MEMBRANE ROOFING TYPE 12 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DEAwlm9s-REFER / STRUC�TI��RA\ EXPOSED FASTENER LAP SEAM WALL PANEL SCREEN WALL FASTENED TO STEEL BEAMS A D COLUMN ANIZE EL BE �CNS, REFER TO STRUCTURAL DRAWINGS 5/8" GLASS MAT SHEATHING ON 6" COLD FORMED METAL FRAMING 5.5" RIGID INSULATION SINGLE -PLY FULLY ADHERED ROOF MEMBRANE ON 5/8" COVER BOARD EPDM ROOF CONSTR. TYPE 12 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/O' hi0 V ERBOARD \ - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" OTAL (R-30 MIN.), PITCHED TO RAIN SLOPED STRUCTURAL METAL HOOF DECK, REFER TO STRUCTURAL DRAWINGS t 1 f STEEL FRAMING, PAINTED, REFER TO STRUCTURAL DRAWINGS I i PAINTED PATTERN, REFER.! � TO INTERIOR ELEVATIONS CONCRETE SLAB ON GRADE TYPE 00 38 I I 106 2a TOS LOW ROOF A^I A11 Ib-4 'r - FINISH AS SCHEDULED - CAST IN PLACE CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS I - VAPOR BARRIER - 2" RIGID INSULATION ALONG .---EXTERIOR WALL, EXTEND-I-NG 2' _J INBOARD a UPPER FIRST FLOOR 1 1 411 WALL SECTION AT SHED ROOF 3/4" = 1'-0" - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWL J STEEL FRAMING, PAINTED, REFER TO STRUCTURAL DRAWINGS UBE AND ANGLE, REFER 0 STRUCTURAL DRAWIN S f -DUCT, REFER TO MECHANICAL DRAWINGS 5/8" GWB - -- - - WOOD -FIBER ACOUSTICAL PANEL, REFER TO INTERIOR ELEVATIONS ROLLER WINDOW SHADE LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS KEYPLAN 44 I I 3 SIM A5.6 1-01 1 2" ALUMINUM FASCIA TRIM I i 1 I 1 1 �1 ALUMINUM COMPOSITE PANEL ON ZEE FURRING - - STUD BACKUP WALL CONSTR. TYPE W22 Ai - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER 1A - 5/8" GLASS MAT PAPERLESS ! I SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM /I i - AT INTERIOR LOCATIONS: - 5/8" GWB - INTERIOR FINISH AS SCHEDULED I _ AT PfVIF PAPAPFT I C1CAT10K1R- - El 5/8" GLASS MAT PAPERLESS SHEATHING - EPDM ROOF MEMBRANE ALUMINUM STOREFRONT SYSTEM I ALUMINUM SILL FLASHING 2x WOOD BLOCKING, TYPICAL AT HEAD ANj�a %S LOW ROOF. I ill ^11 zo ALUMINUM COMPOSITE CORNICE N L CAST STONE TYPE C METAL HEAD FLASHING 2x WOOD BLOCKING I STEEL COLUMN, PAINTED, BEYOND, REFER TO F50 0 STRUCTURAL DRAWINGS ALUMINUM STOREFRONT SYSTEM CAFETERIA 106 j SIM A6.6 1 1 II tA5.6 CMU BACKUPWALLCONSTR. TYPE W1 CONCRETE SLAB ON GRADE TYPE 004" NOMINAL BRICK VENEER - AIR SPACE - FINISH AS SCHEDULED - MASONRY ANCHORS AT 16" OC - CAST IN PLACE CONCRETE SLAB,MAXIMUMREFER TO STRUCTURAL DRAWINGS - 3" RIGID INSULATION �I - VAPOR BARRIER - CONTINUOUS FLUID -APPLIED AIR - 2" RIGID INSULATION ALONG BARRIER EXTERIOR WALL, EXTENDING 2' 110112" 1 4- 8" NOMINAL CMU BACKUP WALL INBOARD - INTERIOR FINISH AS SCHEDULED 1 _ _ 1a UPPER FIRST FLOOR All -a—11_411 d i BRICK WEEP AT 24" OC `} APPROXIMATE GRADE — FOUNDATION WALL CONSTR. TYPE WO 2" RIGID INSULATION AT INTERIOR SIDE OF WALL EXTENDING Z BELOW CONCRETE SLAB _ - CAST IN PLACE CONCRETE WALL WITH I/ = BRICK SHELF, REFER RO STRUCTURAL DRAWINGS WALL SECTION A'T CAFETERIA 3/41' = 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 0 L/1 Q o � W w WF U O O �wz z �H � o 6mmi o H V1 a a x a S 4fQ -Jp1CAA/,o,* MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. STEEL FRAMING, REFER TO STRUCTURAL DRAWINGS CEILING AS SCHEDULED CAVITY DRAINAGE MESH BRICK WEEP AT 32" OC— SHELF ANGLE, REFER TO STRUCTURAL DRAWINGS CONCRETE ON METAL DECK TYPE 10 - CAST IN PLACE CONCRETE - METAL FLOOR DECK - REFER TO STRUCTURAL DRAWINGS D 9(CC)n I I PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 - PVC ROOF WITH DECORATIVE DECORATIVE PVC BATTENS - FULLY ADHERED PVC - ATTENS ROOF CONSTR. TYPE MEMBRANE ROOFING - DECORATIVE PVC BATTENS - 5/8" COVERROARn �� - FULLY ADHERED PVC - (2) LAYERS OF RIGID INSUL. `\ " 4 SIM I MEMBRANE ROOFING WITH STAGGERED JOINTS 5.5" - 5/8" COVERBOARD TOTAL (R-30 MIN.) - (2) LAYERS OF RIGID INSUL. - STRUCTURAL METAL ROOF "� \� (� WITH STAGGERED JOINTS 5.5" 1 _.- I TOTAL (R-30 MIN.) i I DECK, REFER TO STRUCTURAL F7 \ I - STRUCTURAI_ METAL ROOF U HAV1t IN Cab `1 I DECK, REFER TO STRUCTURAL \ DRAWINGS ALUMINUM GUTTER \` i r I ALUMINUM GUTTER a AI I IAAIt\II IAA FAC('.IA TRIAA t� \ C 1 _ 2c TOS UPPER ROOF 2c TOS _ - _ 1 11 27-4 I I ALUMINUM FASCIATRIM 00 ALUMINUM COMPOSITE PANEL ON ZEE FURRING BRICK VENT AT 32" OC ,—CAST STONE TYPE E STUD BACKUP WALL CONSTR. TYPE-) 4" NOMINAL GROUND FACE CMU VENEER - AIR SPACE -MASONRY ANCHORS A 116"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" GWB - INTERIOR FINISH AS SCHEDULED 2 A5.7 I I EPDM ROOF CONSTR. TYPE 10 - SINGLE -PLY FULLY ADHERED SPECIAL ROOF MEMBRANE EDUCATIbN'; - 5/8" COVERBOARD RESOURCE - - (2) LAYERS RIGID INSULATION ,- ROOM I ...ITI 1 nTn'•.nrnrn I/IInITa c cll q I VVI 1 n J 1 NUIaCISCLJ J\Jliv 1 J J.:! 201. TOTAL (R-30 MIN.), WITH TAPERED INSULATION AND of CRICKETS AS REQUIRED TO PITCH TO DRAIN - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL >. DRAWINGS I 2a . - ; ter• . I 16'-411 2 SECOND FLOOR Ag[--,_ 141-011 1c TOS SECOND FLOOR 13'-5 1 /2" � I I WALL SECTION AT LOW ROOF 3/4" = F-0" 0 0 vi N N O N L E z z a WALL SECTION AT LOW ROOF 3/4" = F-0" _ 2 SECOND FLOOR 14'-0" Y 1 c TOS SECOND FLOOR_ 13'-51�/2" GWB-04 1 _HR FIRE RATED ORMNTAL PANES — ASSEMBLY - 1" GYPSUM LINER PANEL - 4" C-H STUD, 400CH2O-34 I - 5/8" GWB, TYPE X 5 ASSEMBLY AER 09038 r EVALUATION '— — — — — — — — — — — 5.7 REPORT , — I 1 UNISTRUT GRID j S4 1 1 CEILING AS SCHEDULED j u i W11 I I I n LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS STEEL TUBE, PAINTED, REFER 1 f C - -- TO STRUCTURAL DRAWINGS NORTH — — —STAIR-- — — — -- — — — 5202 I I I I I J GUARDRAIL CONCRETE FILLED STEEL PAN CONCRETE STAIR — ALUMINUM CURTAIN WALL SYSTEM NORTH STAIR S1o2 WALL SECTION AT NORTH STAIR 3/411 = 1'-011 PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC PR( MEMBRANE ROOFING N( - 5/8" COVERBOARD /n\ I A\/Cr)O r1C �Irlir'\ InIQi 11 - ke) um T Cno %JI Rll'alU IIVJl.IL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS -ALUMINUM FASCIA TRIM -ALUMINUM COMPOSITE PANEL ON ZEE FURRING SOFFIT STUD BACKUP WALL CONSTR. TYPE W22 - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH 2'EE FURRING - 3" RIGID INSULATION - CVIVITI"VUOUS FLUID -APPLIED AIR BARRIER KEYPLAN - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM _ _ 2c TOS UPPER ROOF - AT INTERIOR LOCATIONS: 27'-411 - 5/8" GWB - INTERIOR FINISH AS SCHEDULED - AT ROOF PARAPET LOCATIONS: - 5/8" GLASS MAT PAPERLESS SHEATHING - EPDM ROOF MEMBRANE ROUND FACE CMUI BEYOND 2 SECOND FL00 14'-011 1 c TOS SECOND FLOOR OL 13'-5 1 /211 1 FIRST FLOOR Oil I-Ir REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 ``tttptt!uiar,; CArd�0 -s' �► C? �p i -41 -. 020 MOSER PILON NELSON ARCH I T E C T S 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A4910 09 EPDM ROC UP AND 0) ALUMINUM COMPOSITE PANEL COPING SHOWN, REFER TO SPECIFIC DETAIL FOR COPING TYPE AIR BARRIER SEALANT CONTINUOUS FLUID -APPLIED AIR BARRIER TYPICAL PARAPET COPING AT TOP OF WALL 6" = F-0" !1ll?1IT1K11 1/'1110 171 1 fin TYPICAL THROUGH -WALL FLASHING AT ROOF 611 = 11-011 ASHING CE SHING NNE, REFER ETAIL FOR TYPICAL SLAB EDGE 61t = F-0" DRAWING NOTE: DETAILS SHOWN ON THIS SHEET ARE FOR AIR BARRIER AND FLASHING DETAILING VTINUOUS FLUID - 'LIED AIR BARRIER ONLY, REFER TO WALL SECTION AND EXTERIOR DETAIL SHEETS FOR COMPLETE ASSEMBLY DETAILS .F-ADHERED ABRANE FLASHING _ FLOOR LINE 0 EDGE TOP OF STEEL VTINUOUS FLUID - 'LIED AIR BARRIER 'ERLESS SHEATHING METAL STUD INFILL AIR BARRIER SEALANT PVC ROOF MEMBRANE UP OVER BLOCKING PVC COATED METAL FLASHING TO MATCH ROOFING MATERIAL MEMBRANE FLASHING STRIP / �4�" PVC FLASHING STRIP AIR BARRIER SEALANT —� ' ,-PVC COATED METAL FLASHING i \ TO MATCH ROOFING MATERIAL ------- GUTTER SUPPORT AIR BARRIER SEALANT MEMBRANE ROOFING — PVC ROOF ASSEMBLY, REFER TO \ SPECIFIC DETAIL FOR TYPE PVC MEMBRANE ROOFING CONTINUOUS ALUMINUM GUTTER METAL CLEAT ' r CONTINUOUS FLUID -APPLIED \\\ 1 AIR BARRIER 1 ALUMINUM FASCIA TRIM _ CONTINUOUS FLUID -APPLIED BARRIER — CONTINUOUS ALUMINUM CLEAT \�� ` I -/--ALUMINUM FASCIA TRIM ,CONTINUOUS ALUMINUM CLEAT T� TYPICAL PARAPET COPING AT PVC ROOF 6" = F-0" C i ,MPOSITE DW TYP. THRU-WALL FLASHING AT CORNICE 611 = 11-011 TYPICAL ROOF EDGE WITHOUT GUTTER 6" = F-0" CONTINU US FLUID -APPLIED AIR BARRIER I AIR BARRI R SEALANT I MECHANI AL TERMINATION s 1 WALL ASSEMBLY, REFER TO SPECIFIC DETAIL FOR TYPE a a 4 14 1 ° a SELF-ADH RED Q ° MEMBRANE FLASHING 1 \\ ; � tt FLOOR LINE A I 1 -a - I CAVITY DRAINAGE MESH a 1 I ' - 1 4 ° 1 i I} BRICK WEEP A 4 I I CONTINU US S/STL FLASHING 1 4" I WITH HEM ED EDGE fiJ 1/2" SEALANT ELOW FLASHING °a GROUTS L►D APPROXIMATE LINE >00 XX> >00 a h m OF G ADE 04 ne li. i a` TYP. BASE OF WALL AT GRADE BELOW FLOOR 1 TYPICAL ROOF EDGE WITH GUTTER 6" = F-0" Q0 L� WALL ASSEMBLY, REFER TO SPECIFIC I DETAIL FOR ®PE I f 1 1 CONTINUOUS FLUID -APPLIED AIR BARRIER AIR BARRIER SEALANT MECHANICAL TERMINATION SELF -ADHERED MEMBRANE FLASHING CAVITY DRAINAGE MESH BRICK WEEP 4' ,-CONTINUOUS S/STL FLASHING WITH HEMMED EDGE !\ f 112" r' W co X_� cc CID LJ FLOOR LINE -SEALANT BELOW FLASHING -APPROXIMATE LINE OF GRADE GROUT SOLID TYP. BASE OF WALL AT GRADE NEAR FLOOR 6" = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 -�A CAIV p ;� �-Z *A MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE TYPICAL FLASHING DETAILS DATE 11/2/2018 COPYRIGHT (C) Moser Pilon Nelson Architects DWG. NO. A5*0 NE DRAWING NOTE: DETAILS SHOWN ON THIS SHEET ARE FOR AIR BARRIER AND FLASHING DETAILING ONLY, REFER TO WALL SECTION AND EXTERIOR DETAIL SHEETS FOR COMPLETE ASSEMBLY DETAILS REVISIONS CONFORMED SET MARCH 22, 2019 0 0 �i N N t` 0 N a� E z o_ z p TYPICAL FRAME HEAD AT STEEL LINTEL 6" = 1'-0" TYPICAL FRAME SILL AT CAST STONE SILL 6" = 1'-0" VITY DRAINAGE MESH SELF-SEALING MEMBRANE FLASHING BRICK WEEP �—CONTINUOUS FLUID - APPLIED AIR BARRIER, RETURN INTO HEAD OPENING ALUMINUM STOREFRONT OR WINDOW SYSTEM, REFER TO PLAN FOR TYPE LINE OF PAN FLASHING BEYOND BACKER ROD AND SEALANT S/STL 2-PIECE WINDOW PAN FLASHING SYSTEM, REFER TO TYPICAL DETAIL SELF -ADHERED MEMBRANE FLASHING CONTINUOUS SEALANT LINE OF PAN FLASHING BEYOND CONTINUOUS FLUID -APPLIED AIR BARRIER SEALANT BELOW FLASHING TYPICAL FRAME HEAD AT BRICK HEADER 6" = F-0" LINE OF UPPER SILL PAN FLASHING BELOW BACKER ROD AND SEALANT CONTINUOUS FLUID -APPLIED AIR BARRIE LINE OF LOWER SILL PAN FLASHING BELOW --- - - ---- - 8" AT UNITS WITHIN BRICK VENEER 0" AT UNITS WITHIN GROUND FACE VENEER TYPICAL FRAME JAMB AT MASONRY 6" = 1'-0" AIR BARRIER SEALANT MECHANICAL TERMINATION Y DRAINAGE MESH WEEP 1N000S S/STL FLASHING HEMMED EDGE NNT BELOW FLASHING INUOUS FLUID -APPLIED 4RRIER, RETURN INTO OPENING SEALING 3RANE FLASHING HEAD FLASHING ER ROD AND SEALANT INUM WINDOW SYSTEM TYPICAL FRAME HEAD 6" = F-0" y/ LOWER S/STL WINDOW SILL PAN FLASHING WITH CONTINUOUS WELDED SEAMS ,IAMR SFI F-SFAI INCH MFMRRANF FLASHING, OVERLAP SILL FLASHING, TYPICAL BOTH SIDES HEMMED DRIP EDGE SELF-SEALING (2) BEADS OF CONTINUOUS SEALANT ON UNDERSIDE OF PAN FLASHING AIR BARRIER SEALANT MECHANICAL TERMINATION CONTINUOUS FLUID - APPLIED AIR BARRIER UPPER S/STL WINDOW SILL PAN FLASHING WITH CONTINUOUS WELDED SEAMS TYPICAL 2-PIECE WINDOW PAN FLASHING SYSTEM STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 CON# '>> -'p1CANfi RG'e` ,ti iviO SER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE TYPICAL FLASHING DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5.1 .e R 4 3/4" 5" 6 5/8" 8 3/8" STEEL COLUMN, REFER TO STRUCTURAL BRA' GS SEALANT, COMPRESSIBLE FILLER, TYP —SELF-ADHERED MEMBRANE FLASHING DOOR FRAME, SEE SCH.- QR CV N r — d. F r CO iB STUD BACKUP WALL CONSTR. TYPE) - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED PLAN DETAIL 1 1/2" = F-0" E 8 3/8" 6 5/8" 1 5" SELF -ADHERED MEMBRANE FLASHING DOOR FRAME, SEE DOOR SCH 01) izz CV 5/8" GWB, RETURN AT CORNER W/ MTL EDGE BEAD 10 7/8" PLAN DETAIL 1 1/2" = F-0" 6 5/8" 11 H CMU BACKUP WALL CONSTR. TYPE W10 STEEL COLUMN, - 4" NOMINAL BRICK VENEER REFER TO 5 5/8" 51/8" STRUCTURAL - AIR SPACE DRAWINGS - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION COMPRESSIBLE - CONTINUOUS FLUID -APPLIED AIR FILLER BARRIER - 8" NOMINAL CMU BACKUP WALL SEALANT W/ - INTERIOR FINISH AS SCHEDULED BACKER ROD�\ co r PLAN DETAIL 1 1/2" = 114" J - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 12" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED WALL PADS In co COMPRESSIBLE FILLER, SEALANT W/ BACKER ROD, TYP STRUCTURAL COLUMN, PAINTED, REFER TO STRUCTURAL DWGS. m co W in CO PLAN DETAIL 1 1/2" = F-0" PLAN DETAIL 1 1/2" = F-0" WALL PADS CMU BACKUP WALL CONSTR. TYPE W10 - 4" NOMINAL BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 8" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED - 23 COMPRESSIBLE FILLER, SEALANT W/ BACKER ROD, TYP SELF -ADHERED MEMBRANE FLASHING STRUCTURAL COLUMN, PAINTED, REFER TO STRUCTURAL DWGS. CMU BACKUP WALL CONSTR. TYPE W10 STEEL COLUMN, REFER H - 4" NOMINAL BRICK VENEER TO STRUCTURAL - AIR SPACE DRAWINGS - MASONRY ANCHORS AT 16" OC MAXIMUM -3" RIGID INSULATION 55/8" 51/8" COMPRESSIBLE - CONTINUOUS FLUID -APPLIED AIR BARRIER FILLER - 8" NOMINAL CMU BACKUP WALL SEALANT W/ - INTERIOR FINISH AS SCHEDULED BACKER RODS M — 43 @,a rA SELF -ADHERED 101, /3 x^x MEMBRANE FLASHING ci 111111211- 00 CORNER BEAD, TYP ALUMINUM STOREFRONT / 8 3/8" 11 v 5 5/8" 2" 31/8" I PLAN DETAIL (BELO 1 1/2" = 1'-0" D I 81 /2" 41 /2" I 7" MASONRY ANCHORS @ 16" O.C. TYP SELF -ADHERED MEMBRANE FLASHING STEEL COLUMN, REF -EAR TO STRUCTURAL DRAWINGS FOUNDATION WALL CONSTR. TYPE Wi - 2" RIGID INSULATION AT INTERIOR SIDE OF WALL EXTENDING 2' BELOW CONCRETE SLAB - CAST IN PLACE CONCRETE WALL WITH BRICK SHELF, REFER TO STRUCTURAL DRAWINGS FOR WALL THICKNESS AND DETAILS PLAN DETAIL 1 1/2" = F-0" CMU SOAP INFILL WALL PADS 8 3/8" 6 5/8" 5" I - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 12" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED 26 — — — STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS SELF -ADHERED MEMBRANE FLASHING PLAN DETAIL (ABOVE 1 1/2" = F-0" WALL PADS CO 25 to CQ co C F CMU BACKUP WALL CONSTR. TYPE W10 - 4" NOMINAL BRICK VENEER STEEL COLUMN, REFER TO - AIR SPACE STRUCTURAL DRAWINGS - MASONRY ANCHORS AT 16" OC 83/8" 45/8" 3" MAXIMUM - 3" RIGID INSULATION 5/8" GWB ON 3-5/8" MTL FRAMING - CONTINUOUS FLUID -APPLIED AIR COMPRESSIBLE FILLER, BARRIER SEALANT W/ BACKER ROD, TYP - 8" NOMINAL CMU BACKUP WALL i COMPRESSIBLE FILLER, - INTERIOR FINISH AS SCHEDULED S3 TYP. BOTH SIDES SEALANT W/ BACKER ROD f co 43 00 �1 I co T//41 1z PLAN DETAIL 1 1/2" = F-0" - 4" NOMINAL BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 8" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED 43 co 00 i6 M co SELF -ADHERED MEMBRANE FLASHING, TYP STEEL COLUMN, REFER TO STRUCTURAL COLUMN STEEL COLT REFER TO DRAWINGS C 4 5!8" 3" RADIATOR, DRAWINGS COMPRESSIBLE FILLER SEALANT W/ BACKER ROD STRUCTURAL COLUMN, PAINTED, REFER TO STRUCTURAL DWGS. t 8 3/8" 4�5/11 PLAN DETAIL 1 1/2" = F-0" SELF -ADHERED MEMBRANE FLASHIN RETURN BRICK AT JAMB BULLNOSE CORNER, TYP AT OPENIN HM DOOR FRAME, REFER TO DOOR SCH. AND DETAILS PLAN DETAIL 1 1/2" = 1 `-0" PLAN DETAIL 1 1/2" = 1'-0" SELF -ADHERED MEMBRANE FLASHING - 4" NOMINAL BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 8" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 L/1 O Q o � Z W U � w�A O xi�x O � a r 0Sa .r *A : W'75�f1 ._ MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE EXTERIOR DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A592 REVISIONS CONFORMED SET MARCH 22, 2019 STEEL COLUMN REFER TO STRUCTURAL DRAWINGS d- M co M CORNER BEAD, TYP EXTEND BATT INSULATION TO EXTERIOR SHEATHING CMU BACKUP WALL CONSTR. TYPE W11 TT - 4" NOMINAL GROUND FACE CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC 4" NOMINAL CMU BELOW. MAXIMUM REFER TO SECTION - 3" RIGID INSULATION 1 - CONTINUOUS FLUID -APPLIED AIR BARRIER - 8" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED nx a — a; I da 8" 11"1 5 5/8" 1 8 3/8" PLAN DETAIL S 1 UD BACKUP VVALL CVIVSTR. TYPE - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED UU 41 /8" 1 1 /8" 5 5/8" 9 3/8" I 2-71 /2" STUD BACKUP WALL CONSTR. TYPE - 4" BRICK VENEER AIR SPACE MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED 101.1 P"111 WIN 1 ♦ 4111 ♦ r0l I REFER TO STRUCTURAL COLUMN 4" NOMINAL CMU BELOW PLAN DETAIL GROUND FACE CMU CORNER BLOCK O q FF I r / M tf) — STEEL COLUMN, REFE TO ff STRUCTURAL DRAWINGS—� PLAN DETAIL 1 1/21'= 1141 A5.3 1 1/2" = F-0" A5.3 1 1/2" = F-0" STUD BACKUP WALL CONSTR. TYPE W20 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER /8" GLASSL�IAT PAPERLESS RH - 6" COLD FO�MED METAL FRAMING j AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR F NISH AS SCHEDULED ' C?/ AI 1 I\AIA II 16A !iLU IVI I I V U IVI DOWNSPOUT FLUID APPLIED AIR BARRIER PLAN DETAIL 1 1/2" = F-0" - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING U) - 6" COLD FORMED METAL FRAMING 0 AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED LU 0 (1) STACK BOND BRICK AT JAMB, LU lF_ Ix TYPICAL BOTH SIDES o w w Y FLUID -APPLIED AIR BARRIER m 0 w U) U) w c3 w PLAN DETAIL 1 1/211= 1'-0" AU T 8 3/8" 5 5/8" [1' 8" I I ✓ � I -(a M I c STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS rco A I CORNER BEAD, TYP TACKBOARD CORNER BEAD, TYP 1. STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS S3 r _ o am co DD 8 3/8" 1 6 5/8" 1 FLUID -APPLIED AIR BARRIER- CORNER BEAD, TYP PLAN DETAIL 1 1/2" = F-0" DD CMU BACKUP WALL CONSTR. TYPE W12 - 4" NOMINAL GROUND FACE CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 8" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED SELF -ADHERED MEMBRANE FLASHING 8 3/8" PLAN DETAIL 1 1/2" = F-0" STUD BACKUP WALL CONSTR. TYPE W20 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC OVERFLOW OUTLET BELOW, MAXIMUM T(1 PI I IhARI�IG -A 'IN - 3" RIGID INSULATION DRINGS - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS CAST STONE SHEATHING SILL BELOW - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED ALUMINUM WINDOW SYSTEM- -EXTEND BATT INSULATION 6" 3 SELF ADHESIVE MEMBRANE I FLASHING _ SOLID SURFACE WINDOW SILL BELOW — — 18 --- 1 ,r 2X WOOD Z r; BLOCKING r S3 S3 CORNER BEAD, TYP—, J3 \ WOOD BLOCKING 8 3/8" 8 3/8" STEEL( TO STR DRAWIP CONTINUE BATT INSULATION AROUND COLUMN, TERMINATES AT EXTERIOR SHEATHING STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS U -CORNER BEAD, TYP STUD BACKUP WALL CONSTR. TYPE - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED I i MILLWORK FILLER--' oo 15 co CORNER BEAD, TYP- PLAN DETAIL 1 1/2', = 1'-0" PLAN DETAIL 1 1/2" = F-0" STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS AA.3 R Q1S2° ri wv STUD BACKUP WALL CONSTR. TYPE W20 - 4" BRICK VENEER STUD BACKUP WALL CONSTR. TYPE W20 -AIR SPACE - MASONRY ANCHORS AT 16" OC - 4" BRICK VENEER MAXIMUM -AIR SPACE - 3" RIGID INSULATION - MASONRY ANCHORS AT 16" OC - CONTINUOUS FLUID -APPLIED AIR MAXIMUM BARRIER r I - 3" RIGID INSULATION - 5/8" GLASS MAT PAPERLESS S3 - CONTINUOUS FLUID -APPLIED AIR SHEATHING BARRIER - 6" COLD FORMED METAL FRAMING - 5/8" GLASS MAT PAPERLESS AT 16" OC MAXIMUM - 5/8" GWB SHEATHING6" COLD FORMED METAL FRAMING - INTERIOR FINISH AS SCHEDULED AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED FLUID APPLIED AIR BARRIER STEEL COLUMN, REFER TO 77 STRUCTURAL SELF ADHESIVE FLASHING MEMBRANE SELF -ADHERED % f MEMBRANE FLASHING ' 1 7 i BREAK METAL _ FLASHING CLOSURE-------'- fi•. • F F ACOUSTIC BATT J INSULATION —TACKBOARD 10W R LGHUCR, REFE:m I U PLUMBING DRAWINGS - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED STUD BACKUP WALL CONSTR. TYPE W20 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION -CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED EXTEND BATT INSULATION TO EXTERIOR SHEATHING PLAN DETAIL 1 1/2" = F-0" FLUID APPLIED AIR BARRIER PERFORMANCE SILICONE COATED EXPANSION JOINT- TACKBOARD----, CORNER BEAD, TYP-' BEAD, TYP COUNTER TOP AND BACKSPLASH BELOW N■■■ MEN O [J■■■ 4-4 �MEN PSMO X.4 STUD BACKUP WALL CONSTR. TYPE W20 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS BU RINSIBUR II■■ ■■■■■■■Ilo1■■■■■I E TM rwa .� am so= 7 3/4� I PLAN DETAIL 1 1/2" = F-0" SEALANT WITH BACKER ROD TYP, BOTH SIDES SELF -ADHERED MEMBRANE FLASHING SELF -ADHERED MEMBRANE FLASHING M STEEL COLUMN, REFER °° 3 TO STRUCTURAL DRAWINGS r� op / SEALANT WITH BACKER ROD TYP, BOTH SIDES- co ACOUSTIC / SEALANT CMU BACKUP WALL CONSTR. TYPE W13 AND BACKER ir ROD - 4" BRICK VENEER 2 - AIR SPACE - MASONRY ANCHORS AT 16" OC 4 3/4" 5" 1 6 5/8" 8 3/8" MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 12" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED PLAN DETAIL 1 1/2" = F-0" PLAN DETAIL 1 1/2" = F-0" I70 co S3 co "—SELF ADHERED MEMBRANE FLASHIING, TYPICAL BOTH SIDES EXTEND BATT INSULATION THROUGH PARTITION TO TERMINATE AT INTERIOR FACE OF SHEATHING \---STEEL COLUMN, REFER TO STRUCTURAL COLUMN INTERIOR EXPANSION JOINT STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 C, ,z .. C r t= z: mill 5iiniii i■n iniii■iiiii■ • ■■\llm.\■— ■Gi �1■■■■■■■■■■ ■■ Nis ■■■■M11■■AP NA ■■■■■■■■ . t: MEN — -WALL PADS STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5*3 10 REVISIONS CONFORMED SET MARCH 22, 2019 - 4" BRICK VENEER N - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM 5 51 - RIGID INSULATION C - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS 3 SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED Q0 CLOSED -CELL S2 SPRAY FOAM N INSULATION M ALUM. r _ STOREFRONT SYSTEM SELF -ADHERED MEMBRANE / f N FLASHING RECESSED BRICK JAMB CMU BACKUP WALL CONSTR. TYPE W10 - 4" NOMINAL BRICK VENEER f CONTINUOUS FLUID - AIR SPACE '` APPLIED AIR BARRIER - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 8" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED 31/8" 1 2" I 5 5/8" 1 8 3/8" PLAN DETAIL I CLOSED -CELL A 6 SPRAY FOAM INSULATION RETURN GWB SEALANT _ I - 4" BRICK VE EE - AIR SPACE - MASONRY A C ORS AT 16" OC MAXIMUM - 3" RIGID INS LA ION - CONTINUOU F UID-APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED PLAN DETAIL 9" 8 3/8" 5 5/8" 1 5/8" 7 3/8" v STUD BACKUP WALL CONSTR. TYPE W21 8 3l8" 6 5/8" 1" 11 5/8" - 4" NOMINAL GROUND FACE CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS s SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" GWB a — 40 - INTERIOR FIN SH AS SCHEDULED EXTEND BATT INFILL ° INSULATION 6" PAST ° �0_ CORNER d a _ M CORNER BEAD, TYP co I CO CV CIP — — — — ' FLUID APPLIED AIR BARRIER 3 STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS I I PLAN DETAIL AA.3 MILLWORK BENCH BELOW, I SNOW FENCE BELOW REFER TO MILLWORK DETAILS 3 5/8" COLD FORMED 1 METAL FRAMING INFILL d ° d ° ° GROUND FACE CMU CORNER BLOCK--------,,d f STEEL COLUMN, REFER TO STRUCTURAL S3 DRAWINGS. ALUMINUM S3 DOWNSPOUT I d I I - `—CORNER BEAD, TYP S3 STUD BACKUP WALL CONSTR. TYPE _ 8 - 4" NOMINAL GRO ND FACE CMU VENEER - AIR SPACE - MASONRY ANCHC RS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER 83/8" 55/8" 1" 65/8" - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" GWB - INTERIOR FINISH AS SCHEDULED PLAN DETAIL 1 1/2" = F-0" A5.4 1 1/2" = F-0" A5.4 1 1/2" = 1'-0" A5.4 1 1/2" = F-0" SELF ADHERED MEMBRANE FLASHING FLUID APPLIED AIR BARRIER STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS 5/8" GWB RETURN ALUMINUM CLOSURE, TYP. ALUMINUM WINDOW SYSTEM 8 3/8" 5 5/8" ' .. 4�111 PLAN DETAIL 8" ER BEAD, TYP S3 9 STUD BACKUP WALL CONSTR. TYPE) - 4" NOMINAL GROUND FACE CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING II - 6" COLD FORMED METAL FRAMING I AT 16"o.c. MAX. II - 5/8" GWB I I - INTERIOR FINISH AS SCHEDULED 1 " 8" I STUD BACKUP WALL CONSTR. TYPE W21 1 - 4" NOMINAL GROUND FACE CMU VENEER BACKING ROD AND SEALANT -AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER I - 5/8" GLASS MAT PAPERLESS SELF ADHERED MEMBRANE SHEATHING FLASHING - 6" COLD FORMED METAL FRAMING S3 AT 16"o.c. MAX. ALUMINUM - 5/8" GWB STOREFRONT SYSTEM - INTERIOR FINISH AS SCHEDULED EXTEND BATT INSULATION TO _ S3 EXTERIOR SHEATHING co ALUMINUM SILL PAN FLASHING BELOW 2x WOOD BLOCKING 5/8" GWB REFER TO INTERIOR ELEVATIONS FOR PANEL SIZE STEEL 6 WOOD FIBER ACOUSTIC COLUMN, PANEL BELOW REFER TO STRUCTURAL DRAWINGS PLAN DETAIL STUD BACKUP WALL CONSTR. TYPE W20 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 00 - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED LO co co PLAN DETAIL / --FLUID APPLIED AIR BARRIER STEEL COLUMN, REFER TO STRUCTURAL j' DRAWINGS ALUMINUM DOWNSPOUT 51 /2" o TT 8" 1 " 5 5/8" 8 3/8" T STUD BACKUP WALL CONSTR. TYPE OF r - 4" BRICK VENEER - AIR SPACE STEEL COLUMN, REFER T - MASONRY ANCHORS AT 16" OC STRUCTURAL COLUMN I MAXIMUM j S3 - 3" RIGID INSULATION CORNER BEAD, TYP - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB S3 - INTERIOR FINISH AS SCHEDULED FLUID APPLIED AIR BARRIER 10 CLOSED -CELL SPRAY -APPLIED FOAM INSULATION SELF ADHERED MEMBRANE i FLASHING RECESSED BRICK JAMB I CORNER BEAD, TYP I ALUMINUM WINDOW SYSTEM I I PLAN DETAIL 1 1/2" = F-0" A5.4 1 1/2" = F-0" A5.4 1 1/2" = 1'-0" A5.4 1 1/2" = F-0" JJ.9 JJ I I STEEL COLUMN PAINTED, REFER TO STRUCTURAL DRAWINGS CAULK JOINT AT BEAM — 33 PENETRATION 1" WOOD FI ER ACOUSTIC WALL PANEL JOINT I PANEL W/ I TEGRAL MINERAL WOOD INS RT a <<771." I 1 d a\L 1 57 e d d FLUID APPLIED AIR BARRIER PLAN DETAIL 1 1/2" = F-0" 110 m M OD STUD BACKUP WALL CONSTR. TYPE - 4" NOMINAL GROUND FACE CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" GWB - INTERIOR FINISH AS SCHEDULED 3" I 5 3/8" 7 5/8" CMU BACKUP WALL CONSTR. TYPE W11 - 4" NOMINAL GROUND FACE CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 8" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED ° ° d d �TT OVERFLOW ROOF 1'-71/4" L1" 55/8" 83/8" DRAIN REFER TO PLUMBING DRAWINGS 11 V ALUMINUM DOWNSPOUT d STRINGER BELOW CORNER BEAD, TYP--zI 51/2" N FLUID APPLIED AIR BARRIER GUARDRAIL POST ° BULLNOSE CORNER ALUMINUM CURTAIN WALL SYSTEM I 2x WOOD BLOCKING LIQUID APPLIED AIR "' BARRIER d ° ° ALUMINUM CLOSURE "' X_ SELF ADHERED MEMBRANE FLASHING i i PLAN DETAIL O 6 STEEL COLUMN REFER TO STRUCTURAL DRAWINGS 2x WOOD BLOCKING I ALUMINUM ENCLOSURE II I ALUMINUM WINDOW SYSTEM PLAN DETAIL xSELF ° ° ADHERED MEMBRANE FLASHING STUD BACKUP WALL CONSTR. TYPE 1 - 4" NOMINAL GROUND FACE CMU ° VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" GWB - INTERIOR FINISH AS SCHEDULED KK I GROUND FACE CMU CORNER BLOCK STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS d ° ° n d e °g ° ° 3 5/8" COLD FORM METAL ° FRAMING INFILL FLUID APPLIED AIR BARRIER ° :I STUD BACKUP WALL CONSTR. TYPE W21 - 4" NOMINAL GROUND FACE CMU VENEER - AIR SPACE t - MASONRY ANCHORS AT 16"o.c. MAX. 9 - 3" RIGID INSUL ° TACKBOARD �E - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING MILLWORK BENCH - 6" COLD FORMED METAL FRAMING d° \� BELOW AT 16"o.c. MAX. ° - 5/8" GWB - INTERIOR FINISH AS SCHEDULED HA 1 8 3/8" 1 6 5/8" 1 PLAN DETAIL 1 1/2" = F-0" KA5.4 1 1/2" = F-0" A5.4 1 1/2" = F-0" STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE EXTERIOR DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5.4 REVISIONS CONFORMED SET MARCH 22, 2019 - 4" NOMINAL BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 8" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED INSULATED OVERHEAD COILING DOOR - DOOR GUIDE PAINTED STEEL CHANNEL, REFER TO STRUCTURAL DRAWINGS BACKER ROD AND SEALANT GALVANIZED STEEL ANGLE CORNER GUARD, FASTENED TO BRICK BRICK RETURN OVERHEAD COILING DOOR JAMB DETAIL 1 1/2" = F-0" 1 STUD BACKUP WALL CONSTR. TYPI - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED PLAN DETAIL 1 1/2" = F-0" STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS I I ALUMINUM I I''r WINDOW FRAME fl 1 - 1 � � 1 2 — — — — — — ----- 1 TYP A6.5 RECESSED BRICK JAMB I 01) CM co v STUD BACKUP WAL CONSTR. TYPE - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT I 6­6G— MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED PLAN DETAIL 1 1/2" = F-0" u 1 TYP A6.5 r�I-------------- 1 I i. �f ;. A// f % I 1 f �/jLj F73 1 t I 1 1 1 1 1 - 1 1 S2 77 \—CLOSED-CELL SPRAY -APPLIED 73/8" 10 5/8" FOAM INSULATION S2 1' 6" CORNER BEAD, TYP .`l —STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS AA AA.2 5 7/8" 3/8" 5 5/8" 1'-2 3/8" 8" U STEEL COLUMN, REFER TO 6 S3 STRUCTURAL DRAWINGS STUD BACKUP WALL CONSTR. TYPE W20 4,1 OVERFLOW RAIN WATER 31/4" 3/8, 57/8" - 4" BRICK VENEER I 412"1/2" 1'-21/2" LEADER, REFER TO PLUMBING STUD BACKUP WALL CONSTR. TYPE W20 S3 - AIR SPACE DRAWINGS - MASONRY ANCHORS AT 16" OC - 4" BRICK VENEER CORNER BEAD TYP MAXIMUM S3 CORNER BEAD, TYP - AIR SPACE - 3" RIGID INSULATION - MASONRY ANCHORS AT 16" OC MAXIMUM - CONTINUOUS FLUID -APPLIED AIR 0., oi�in IM01 " A-nnni I /� BARRIER 6 - O "lulu "V`""r' STEEL COLUMN, REFER o b3 - - 5/8" GLASS MAT PAPERLESS - CONTINUOUS FLUID -APPLIED AIR Sg TO STRUCTURAL SHEATHING S3 BARRIER DRAWINGS - 6" COLD FORMED METAL FRAMING - 5/8" GLASS MAT PAPERLESS FLUID APPLIED AIR BARRIER AT 16" OC MAXIMUM I - SHEATHING 3 - 5/8" GWB - 6" COLD FORMED METAL FRAMING - INTERIOR FINISH AS SCHEDULED AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED o EXTEND BATT INSULATION 6" o S3 — — — 42 I FLUID APPLIED AIR BARRIER CO / 1 SELF ADHERED - ao MEMBRANE FLASHING S3 I — .. CM - N 00 STUD BACKUP WALL / _ SPRAY FOAM CONSTR. TYPE W20 X//AINSUL. EXTEND BATT INSULATION6" STEEL COLUMN, REFER _� I SELF ADHESIVE MEMBRANE TO STRUCTURAL 1C;EOVERFLOW OUTLET ALUMINUM STOREFRONT S3 FLASHING, TYPICAL BOTH SIDES DRAWINGS 1' 2" BELOW, REFER TO SYSTEM I CORNER BEAD, TYP PREFORMED SILICONE COATED PLUMBING DRAWINGS I F48 1 5/s" 1'-3 5/8" I EXPANSION JOINT PLAN DETAIL 1 1/2" = F-0" CORNER BEAD, TYP co r STUD BACKUP WALL PLAN DETAIL 1 1/2" = F-0" RR RR 8" 11.1 1'-2" , 9 5/8" li "y 5 5/8" 8 3/8" PLAN DETAIL 1 1/2" = 1'-0" PLAN DETAIL STUD BACKUP WALL CONSTR. TYPE W20 CORNER BEAD, TYP - 4" BRICK VENEER - I - AIR SPACE - MASONRY ANCHORS AT 16" OC S3 MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER I - 5/8" GLASS MAT PAPERLESS 6 SHEATHING - 6" COLD FORMED METAL FRAMING a' AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED 31/2" — 46 ALUMINUM a DOWNSPOUT q WOOD BLOCKING I FLUID APPLIED AIR BARRIER STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS STUD BACKUP WALL CONSTR. TYPE W20 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC OVERFLOW MAXIMUM OUTLET BEL - 3 RIGID INSULATION -CONTINUOUS FLUID -APPLIED AIR PLUMBING C BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED — 41 FLUID APPLII STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS SELF ADHER FLUID APPLIED AIR BARRIER MEMBRANE _ —EXTEND BATT INSULATION ALUMINUM V TO EXTERIOR SHEATHING f PLAN DETAIL 1 1/2" = 1'-0" 1 1/2" = F-0" PLAN DETAIL 1 1/2" = F-0" AA.3 PLAN DETAIL 1 1/2" = F-0" FLUID APPLIED AIR BARRIER CV PLAN DETAIL 1 1/2" = F-0" CAST STONE SILL BELOW — :R BELOW TYP RECESSED BRICK JAMB, TYP. - 4" BRICK VENEER - AIR SPACE o - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB q - INTERIOR FINISH AS SCHEDULED FLUID APPLIED AIR BARRIER d- SELF ADHERED MEMBRANE FLASHING ALUMINUM WINDOW SYSTEM PLAN DETAIL 1 1/2" = F-0" L) /1 1 /4" 4 3/4" I I 71/8" —OVERFLOW RAIN WATER LEADER, REFER TO PLUMBING DRAWINGS —CORNER BEAD, TYP CONSTR. TYPE W20 CERAMIC TILE —STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS —EXTEND BATT INSULATION 6" STUD BACKUP WALL CONSTR. TYPE W20 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION I - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" G W B - INTERIOR FINISH AS SCHEDULED AA.3 81/4" 6 3/4" 8" I I I I II I CLOSED CELL ` INSULATION, TYPICAL STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS 2x WOOD BLOCKING 5/8" GWB RETURN, TYPICAL SOLID SURFACE WINDOW STOOL BELOW STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 0 L�1 Q o � w W WF U � w�A OI�W�z, � O O H � �i a a x a NIOSFR PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE EXTERIOR DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A595 1p_ FENCE POST, GROUTED IN SLEEVE, REFER TO SITE DRAWINGS GALVANIZED STEEL PIPE SLEEVE EXPOSED CONCRETE FACE PAVING, REFER TO SITE DRAWINGS ' — — SEALANT AROUND POST 1/4" CHAMFER, TYPICAL BOTH SIDES d a° CYJ 1 FIRST FLOOR Oil 'A III, SITE WALL CONSTR. TYPE W5 ° - CAST IN PLACE CONCRETE WALL WITH FINISHED EXPOSED FACE d ° - REFER TO STRUCTURAL DRAWINGS FOR WALL THICKNESS AND DETAILS S ITEWALL DETAIL 1 1/2" = F-0" - 4" BRICK VENEER -AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM ri - 3" RIGID INSULATION - CON I INUUUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS 1 SHEATHING CLOSED -CELL i - 6" COLD FORMED METAL FRAMING SPRAY -APPLIED j AT 16" OC MAXIMUM FOAM I 1 I - 5/8" GWB INSULATION, R15 I I - INTERIOR FINISH AS SCHEDULED MIN. ! MASONRY ANCHOR, 16" OC 1 j EACH WAY, TYPICAL CONCRETE SLAB ON GRADE TYPE 00 ,! . % CAVITY DRAINAGE MESH co t A5.0 BRICK WEEP AT 24" ON CENTER 1 FIRST FLOOR METAL FLASHING WITH 3" d da 1 HEMMED DRIP EDGE 1 APPROXIMATE co f LINE OF GRADE GROUT SOLID RIGIDd INSULATION `d - - d 4- CONCRETE FOUNDATION, REFER TO STRUCTURAL DRAWINGS / J TYPICAL BRICK SHELF DETAIL 1 1/2" = 1'4' T-2" `—ZEE FRAMING ° BACKER ROD a AND SEALANT RICK ENT AT 32" C x TYPICAL SAVE DETAIL 1 1/2" = F-0" co 2x WOOD BLOCKING ( 1/4" / V-0" i BATT INSULATION INFILL 1 MEMBRANE ROOFING TYPE 12 5/8" GLASS MAT PAPERLESS SHEATHING 6" COLD FORMED METAL FRAMING INFILL COLD FORMED METAL FRAMING INFILL r 1 1 1 5/8" GLASS MAT 1 P SHEATHING i i TEEL FRAMING, REFER O STRUCTURAL 1 RAWINGS I I 1 TEEL ANGLE, REFER TO STRUCTURAL DRAWINGS CMU BACKUP WALL CONSTR. TYPE W10 4" NOMINAL BRICK VENEER AIR SPACE MASONRY ANCHORS AT 16" OC MAXIMUM 3" RIGID INSULATION CONTINUOUS FLUID -APPLIED AIR BARRIER 8" NOMINAL CMU BACKUP WALL INTERIOR FINISH AS SCHEDULED CORNICE DETAIL S T D S 1 1/2" = 1'4' 12 8 ----- A5.0 5/8" GLASS MAT I d PAPERLESS SHEATHING----,,1 1 EPDM ROOF CONSTRZEE t N SEISMIC JOINT DETAIL 1 1/2" = F-0" 38 I TYPE 12 — — — BACKER ROD AND SEALANT 2x WOOD BLOCKING CP BATT INSULATION INFILL VERTICAL ZEE FRAMING S3 STUD BACKUP WALL CONSTR. TYPE W22 ALUMINUM COMPOSITE MATERIALCO 5/8" GWB I L 2c TOS(HIGJ G_YM_ROOF CAULK, TOP 1 26'-8 1/2" AND BOTTOM 1 — I 1 STEEL FRAMING, PAINTED, 1 i REFER TO STRUCTURAL 1 1 DRAWINGS I HORIZONTAL ZEE FRAMING - 1 1 COLD FORMED METAL FRAMING INFILL — -- — _ _ 2b TOS L( OW) GYM R00SEAL PANEL — — — 251-711 AROUND DUCT ° d —CONTINUOUS METAL FLASHING PENETRATION CONTINUOUS STEEL d CAST STONE TYPE C WOOD FIBER ANGLE, PAINTED, REFER TO ACOUSTICAL STRUCTURAL DRAWINGS FLUID -APPLIED AIR BARRIER PANEL BRICK VENT AT 24" OC, TYPICAL STEEL FRAMING, REFER TO T CMU BACKUP WALL CONSTR. TYPE W13 STRUCTURAL DRAWINGS FASCIA WITH ALUMINUM TRIM BEYOND 2x WOOD BLOCKING EPDM ROOF CONSTR. TYPE 12 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS STEEL FRAMING, PAINTED, REFER TO STRUCTURAL DRAWINGS GWB PILASTER BEYOND S LOW ROOF r6 2a TOS LOW ROOF 16'-4" 16-4" WOOD FIBER ACOUSTICAL PANEL- - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS 2x WOOD BLOCKING BENT STEEL PLATE, REFER TO STRUCTURAL DRAWINGS BATT INSULATION INFILL ' STUD BACKUP WALL CONSTR. TYPE W24 - SINGLE -PLY FI11 IY AnHFRFI) FPnM ROOF MEMBRANE - 1/2" COVER BOARD - 3" RIGID INSULATION - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM _ 2a TOS LOW ROOF OL 16'-4" CORNICE DETAIL AT GYM 6 SHED ROOF TRANSITION DETAIL 1 1/2" = 1'4' BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS BATT INSULATION INFILL 2x WOOD BLOCKING, BOLTED TO ROOF DECK, REFER TO STRUCTURAL DRAWINGS 5 A5.0 1 1 I 2c TOS UPPER ROOF ■-^\ I 11 ALUMINUM GUTTER 27 -4 ALUMINUM FASCIA TRIM CONTINUOUS SPRAY -APPLIED AIR BARRIER BACKER ROD AND SEALANT ALUMINUM COMPOSITE MATERIAL 10" WALL CONSTR. TYPE W21 2" 1 0 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS RIGID INSULATION WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), PITCHED TO DRAIN - SLOPED STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS �} 5/8" GWB D METAL DUCT, REFER, TO Z M ICP,tL' DRAAWth G — PAINTED STEEL BEAM AND PLATE, REFER TO STRUCTURAL DRAWINGS /8" WB W OD BLOCKING—� C UL P I STEEL COLUMN BEYOND _ EAVE DETAIL 1 1/2" = F-0" A5.6 1 1/2" = F-0" 91/4" - SINGLE -PLY FULLY ADHERED EPDM ROOF MEMBRANE - 1/2" COVER BOARD - 3" RIGID INSULATION - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM REVISIONS CONFORMED SET MARCH 22, 2019 1 2122/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I MEMBRANE ROOFING TYPE 12 - SINGLE -PLY FULLY ADHERED ROOF a MEMBRANE 3 - 5/8" COVERBOARD - (2) LAYE_ INSU WITH RED 5.5" TOTAL (R-30 O 1u11__. , HED TO DRAIN UCTURAL METAL ROOF DECK, R, TRUCTURAL DRAWINGS DE CLERESTORY 9SI WALL DETAIL A5.6 1 1/2" = F-0" u ------ ---- ROOF CONSTR. TYPE 12 ( O - SINGLE -PLY FULLY ADHERED ; 2 ROOF MEMBRANE - 5/8" COVERBOARD I A5.8 - (2) LAYERS RIGID INSULATION 1 I ^ WITH STAGGERED JOINTS 5.5" 1 TOTAL (R-30 MIN.), PITCHED TO—ALUMIN�M FASCIA TRIM 0 DRAIN SLOPED STRUCTURAL METAL BATT INI ULATION TO W V ROOF DECK, REFER TO FILL METAL DECKING STRUCTURAL DRAWINGS t FLUTESI �1 1 Zx WOO BLOCKING I 1 - co 1 STEEL FRAMING, PAINTED, REFER [� TO STRUCTURAL DRAWINGS SEALANT 1 5/8" GLASS MAT E..� 1 PAPERLESS SHEATHING ON COLD FORMED METAL f STUD BACKUP WALL CONSTR. TYPE W22 I F.1391�1 — �' ~� V - ALUMINUM COMPOSITE PANEL ALUMINUM COMPOSITE O - AIR SPACE WITH ZEE FURRING MATERIAL ON ZEE FRAMING -3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR V1 BARRIER I ALUMINUM WINDOW SILL FLASHING BEYOND - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING ALUMINUM FLASHING AT 16" OC MAXIMUM - AT INTERIOR LOCATIONS: w - 5/8" GWB /I STUD BACKUP WALL CONSTR. TYPE W24 - INTERIOR FINISH AS SCHEDULED _ - AT ROOF PARAPET LOCATIONS: r `� - 5/8" GLASS MAT PAPERLESS SHEATHING -EPDM ROOF MEMBRANE I 5/8" GWB 2a SOS LOW ROOF CLERESTORY SIDEWALL DETAIL 1 1/2" = F-0" M NG TYPE 12 Cw 6 2 1 1 '"Tl� �s':�= o : -♦ i 3'-0" A5.0 A6.6 1 ---------► 1 1 'k 4 C20 BATT INSULATION TO 1 t' 1 1 FILL METAL DECKING I 1 5'4" FLUTES 11 STEEL ANGLES, REFER TO STRUCTURAL 1 DRAWINGS •`--------------- 1 2a TOS LOW ROOF ALUMINUM CURTAIN F31 ALUMINUM 16' WALL JAMB FASCIA TRIM I SELF -ADHERED MEMBRANE FLASHING WOOD BLOCKING — — w / —ALUMINUM COMPOSITE MATERIAL Al j CONCRETE WALL, 5 2x WOOD BLOCKING i REFER TO MOSER STRUCTURBACKER ROD AND I 1 ° ° DRAWINGS �,. PILON SEALANT=7 COLD FORMED ✓ tip' Y^% METAL FRAMING I ''� 5/8" GLASS MAT PAPERLESS SHEATHING '\ ALUMINUM COMPOSITE MATERIAL 1 a A R C H f T E C T S 0 5/8 ON ZEE FRAMING f30 f JORDAN LANE WETHERSFIELD, CT. 06109 CONTINUOUS METAL FLASHING WITH d (860) 563-6164 SEALANT BELOW AIR BARRIER, RETURN I a STUD BACKUP WALL CONSTR. TYPE W20 INTO HEAD d �M , ( d HUNG WITH ° TITLE SELF ADHERED ° CONCEALED MASONRY ANCHOR — - — — — -- — - — — — — — — ° MEMBRANE FLASHING ( ° — EXTERIOR DETAILS - �—SELF-ADHERED MEMBRANE FLASHING ° ° � — , � 6 ALUMINUM FLASHING ( ° d ° co METAL HEAD FLASHING STUD BACKUP WALL CONSTR. TYPE W22 ALUMINUM STOREFRONT SYSTEM d — GROUND FACE CMU 1C TOS SECOND FLOORCORNER BLOCK 13'-5 1 /2" i L—ALUMINUM STOREFRONT SYSTEM CORNER WINDOW HEAD DETAIL 1 1/2" = F-0" S ITEWALL DETAIL 1 1/2" = 1'-0" DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5.6 REVISIONS CONFORMED SET MARCH 22, 2019 1 2119/19 BID SUPPLEMENT 1 10 33 PVC ROOF WITH DECORATIVE SNOW GUARD, - DECORATIVE PVC BATTENS TYPICAL----------,,- FULLY ADHERED PVC A- MEMBRANE ROOFING - 5/8" COVERBOARD PVC ROOF WITH DECORATIVE I - STRUCTURAL METAL ROOF BATTENS ROOF CONSTR. TYPE 21 DECK - DECORATIVE PVC BATTENS - FULLY ADHERED PVC WOOD BLOCKING MEMBRANE ROOFING / FASTENED TO METAL - 5/8" COVERBOARD DECK WITHIN FLUTES - STRUCTURAL METAL ROOF DECK rALUMINUM FASCIA TRIM .- STEEL DECK WITH HIGH PERFORMANCE COATING, CONTINUOUS REFER TO STRUCTURAL ALUMINUM CLEAT DRAWINGS —STEEL TUBE AND STEEL FRAMING WITH CLOSURE PLATE WITH HIGH PERFORMANCE HIGH PERFORMANCE COATING, REFER TO COATING, REFER TO STRUCTURAL STRUCTURAL DRAWINGS DRAWINGS CANOPY RAKE 1 1/2" = F-0" /° Q 2x WOOD BLOCKING, BOLTED TO STEEL PLATE ALUMINUM GUTTER STEEL DECK WITH HIGH PERFORMANCE COATING, q REFER TO STRUCTURAL ' DRAWINGS 2x WOOD BLOCKING I111A 1'rl __-4— ALUMINUM FASCIA TRIM LIGHT FIXTURE MOUNTED TO TOP OF BEAM, REFER CONTINUOUS TO ELECTRICAL DRAWINGS ALUMINUM CLEAT I� \ STEEL BENT PLATE, WITH HIGH PERFORMANCE 1 STEEL COLUMN BEYOND COATING, REFER TO ` WITH HIGH PERFORMANCE STRUCTURAL DRAWINGS COATING, REFER TO STRUCTURAL DRAWINGS STEEL FRAMING WITH HIGH PERFORMANCE COATING, REFER TO STRUCTURAL DRAWINGS 3 CAN PY AVE -� 1 1/2" = F-0" T BASE OF WALL 1 1/2" = F-0" ERED MEMBRANE FLASHING :EP AT 24" OC SHING 'ED STEEL SHELF ANGLE E ADHERED TO 5/8" )N 3 5/8" COLD FRAMING 2a TOS LOW ROOF OL 16'-4" SS STUD BACKUP WALL CONSTR. TYPE - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - AT INTERIOR LOCATIONS: - 5/8" GWB - INTERIOR FINISH AS SCHEDULED - AT ROOF PARAPET LOCATIONS: - 5/8" GLASS MAT PAPERLESS SHEATHING - EPDM ROOF MEMBRANE GABLE END DETAIL 1 1/2" = F-0" 25'-6" �RnvG nuvv� FIRST FLOOR UNISTRUT GRID CV 00 ACT CEILING, N REFER TO PLAN r� GWB-04 —_ - 1 HR FIRE RATED HORIZONTAL PANEL ASSEMBLY - 1" GYPSUM LINER PANEL - 4" C-H STUD, 400CH2O-34 - 5/8" GWB, TYPE X - ASSEMBLY EVALUATION REPORT: AER-09038 EDGE OF FIRE RATED PANEL 1 1/2" = F-0" 4'-0" 5/8" GLASS MAT PAPERLESS SHEATHING ALUMINUM COMPOSITE MATERIAL ON ZEE FRP MING AIR BARRIER STEEL ANGLE, REFER STRUCTURAL DRAWIP ALUMINUM STOREFR( SYSTEM SPANDREL IGU STEEL TUBE FRAMING, REFER TO STRUCTURAL DRAWINGS MINNERAL WOOL BATT INSULATION INFILL ALUMINUM CURTAIN WALL SYSTEM PERIMETER FIRE BARRIER HI/BP 150-01 • SILICONE JOINT SPRAY • MINERAL WOOL BATT INSULAI ION INFILL • SILICONE JOINT SPRAY BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 v0� OONAy�.'�'nr e � f oJNCAIV p�,CO 1r N •_ ze MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE EXTERIOR DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects A5*7 REVISIONS CONFORMED SET MARCH 22, 2019 HOT AIR WELD — PVC ME""" REFER TO ROOF REFER TO ROOF REFER TO ROOF PLAN FOR SPACING PLAN FOR SPACING PLAN FOR SPACING —� I I I —PVC CONTOUR RIB r vu nvvr- ASSEMBLY \IR WELD TYPICAL PVC CONTOUR RIB K3i�IQ17Y BONDING ADHESIVE PVC ROOF MEMBRANE FLASHING, CUT O TO FIT TIGHTLY AROUND o THREADED RODS, AND HOT-AIR WELDED IN -PLACE 0 FLAT METAL BA SECURELY ANC COUNTERSUNK WOOD NAILER' HEIGHT OF INSI NOTE: 1. REFER TO ROOF PLAN FOR SPACING AND LOCATION OF SNOW GUARDS. am 0 O ALUMINUM PIPES BASE BRACKET SECURELY ANCHORED WITH S/STL NUTS WITH S/STL NEOPRENE WASHERS SEALANT PVC ROOF MEMBRANE FLASHING PAD, HOT-AIR WELDED PVC ROOF MEMBRANE TYP PVC ROOF SNOWGUARD FLASHING 3" = 1'-0" GOOSENECK FLANGE 3" MIN. WIDTH FASTENER & SEAM FASTENING PLATE, LAP SEALANT MAX. 12" O.C. 6" WIDE PRESSURE SENSITIVE RUSS PROTECTIVE STRIP OF EPDM <. STAINLESS STEEL —CLAMPING RING c PRESSURE -SENSITIVE �ELASTOFORM FLASHING IN _- - C.nN.II WffinN WITH FPDM PRIMER, SEE NOTE #3. LAP SEALANT Y? WATER CUT-OFF HaH��_ i I MASTIC rnn". nr�nr noor_A"ol v CY'VIVI ROOF MOOMVIDLI 1. ALL OUTSIDE AND INSIDE CORNERS REQUIRE TWO COMPLETE CORNER APPLICATIONS OF PRESSURE -SENSITIVE FLASHING PER MANUFACTURER'S REQUIREMENTS. 2. REFER TO MANUFACTURER'S FOR REQUIREMENTS TO BLOCK AIR INFILTRATION AND HUMIDITY INFILTRATION. 3. EPDM PRIMER MUST BE APPLIED TO BACK SIDE OF DECK MEMBRANE PRIOR TO COMPLETING SPLICE TO PRESSURE -SENSITIVE RUSS. 4. ALL VERTICAL SPLICES AT THE BASE OF A WALL AND SPLICE INTERSECTIONS MUST BE OVERLAID WITH TWO LAYER OF PRESSURE -SENSITIVE FLASHING. THE BOTTOM LAYER SHALL BE 6" WIDE COVERED WITH A 12" WIDE PRESSURE - SENSITIVE FLASHING PIECE. BOTH LAYERS SHALL BE CENTERED AND FINAL LAYER SEALED WITH CONTINUOUS LAP SEALANT. REFER TO MANUFACTURER'S REQUIREMENTS. TYPICAL EPDM PARAPET CURB 3" = 1'-0" LAP SEALANT NOTE: THIS OCCURS AT AREAS OF TAPERED INSULATION AND FLAT/LEVEL STRUCTURAL STEEL WOOD BLOCKING, SEE NOTE #2. DWI DnnE AACRADDnnIE TYPICAL PVC ROOF SLOPE TRANSITION 3" = F-0" NOTES: 1. TEMPERATURE OF PENETRATION MUST NOT EXCEED 180-F (82°C). 2. WOOD NAILERS MUST EXTEND PAST TOTAL WIDTH OF METAL FLANGE. 3. EPDM PRIMER MUST BE APPLIED TO THE MATING SURFACES PRIOR TO APPLYING PRESSURE -SENSITIVE FLASHING. 4. IN COLDER TEMPERATURES, A HEAT GUN MUST BE USED WHEN FORMING PRESSURE -SENSITIVE ELASTOFORM FLASHING. 5. REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD -FABRICATED PIPE SEAL. GOOSE NECK PENETRATION 311 = 1 t-0'1 UPPER ROOF T.O. STEEL 1 nn nrnl AKIr Plf EX a TYPICAL EPDM ROOF PIPE PENETRATION 3" = 1'-0" PROTECTION VT TYPICAL PVC ROOF PEAK / RIDGE 3" = F-0" PVC ROOF FLASHING STRIP n v "Innn DI nrIVIKIr`_ I nn nrni nAl-r ING T ING SLEEVE >ENSITIVE M FLASHING T 5 TYPICAL EPDM ROOF HOT PIPE A5.8 31' = 1'-0" ROOF MEMBRANE FLASHING MEMBRANE ROOFING 2 X WOOD BLOCKING ALUMINUM FASCIA TRIM FLUID APPLIED AIR BARRIER ATION RTU/ROOF HATCH/SKYLIGHT TWO-PIECE METAL COUNTERFLASHING LAP SEALANT TERMINATION BAR ANCHORED AT 12"o.c. MAX. INSULATED UNIT CURB ROOF MEMBRANE FLASHING LAP SEALANT EPDM ROOF ASSEMBLY S T A T E PROJECT NO. 132-0089 N PHASE 2 OF 5 -T-% ivlOSEK PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOF DETAILS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. TYPICAL EPDM ROOF DRAIN DETAIL 3" = F-0" 2 TYPICAL EPDM ROOF SLEEPER 3" = 1'-0" TYPICAL EPDM ROOF FASCIA 3" = F-0" 1 TYPICAL EPDM ROOF CURB FLASHING A5.8J 311= F-0" A5*8 0 0 N N t` 0 N L N E z .r v a� .o z EPDM ROOF ASSEMBLY CAST STONE COPING DETAIL FASTENER & SEAM FASTENING PLATE, MAX.12"O.C.,rnni ninr MEMBRANES COMPLETED SECURE TAPE ROOF SEISMIC JOINT 3" = F-0" FLUID APPLIED AIR BARRIER EPDM ROOF ASSEMBLY - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD _ (2) LAYERS RIGID INSULAT---J WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSULATION AND CRICKETS TO PITCH TO DRAIN - COMPOSITE ROOF DECK, REFER TO STRUCTURAL DRAWINGS 5/8" EXTERIOR SHEATHING ON 3 5/8" METAL FRAMING WITH BATT INSULATION INFILL 12 `� A5.8 1 1 i I 8 ROOF EDGE AT ELEVATOR OVERRU A5: j 3" = J_ v" NOTES: 1. WHEN EXPANSION JOINT SUPPORT IS USED, WIDTH OF JOINT SHALL BE A MINIMUM OF 3/4" AND SHALL NOT EXCEED 2. MEMBRANE SPLICES SHALL BE COMPLETED USING MINIMUM 3" WIDE TAPE & PRIMER WITH EPDM MEMBRANE AND MINIMUM 1 1/2" HOT AIR WELD WITH TPO/PVC. 3. ALL EPDM SPLICE INTERSECTIONS MUST BE OVERLAID WITH A PRESSURE -SENSITIVE T-JOINT COVER. PRIOR TO DOING SO, APPLY LAP SEALANT ALONG THE EDGE OF THE MEMBRANE SPLICE (UNDER THE 6" x 6" T-JOINT COVER) COVERING TO EXPOSED SPLICE TAPE 2" IN EACH DIRECTION FROM THE SPLICE INTERSECTION. ALL INTERSECTIONS MUST BE OVERLAID WITH TWO LAYER OF PRESSURE - SENSITIVE ELASTOFORM FLASHING. THE BOTTOM LAYER SHALL BE 6" x 6" COVERED WITH A 12" x 12" TOP LAYER. BOTH LAYERS SHALL BE CENTERED OVER THE SPLICE INTERSECTION AND SEALED WITH CONTINUOUS LAP S EALAIV T . 4. ROOF MEMBRANE SHALL NOT BE ADHERED OVER THE EXPANSION JOINT SUPPORT OR SPONGE TUBING. 5. FOR EPDM APPLICATIONS, USE TWO LAYERS OF PRESSURE -SENSITIVE ELASTOFORM FLASHING WITH EACH LAYER 3" LARGER THAN THE PREVIOUS LAYER IN ALL DIRECTIONS FOR EXPANSION JOINT INTERSECTIONS BETWEEN EXPANSION JOINT OF WALL OR EDGING. CLOSED -CELL SPRAY -APPLIED FOAM INSULATION STEEL PLATES WITH THERMAL BREAK GASKET, REFER TO STRUCTURAL DRAWINGS SCREENWALL POST FLASHING GYM SCUPPER DETAIL 3" = F-0" 2 X WOOD BLOCKING 2x WOOD BLOCKING 10 3/4" i EPDM MEMBRANE CONTINUOUS UP EPDM ROOF CONSTR. TYPE 10 AND OVER BLOCKING 7 A5.0 -SINGLE-PLY FULLY ADHERED _ ________--________ _ r"f ROOF MEMBRANE 114"/ 1'-0" ' - 5/8" COVERBOARD 1 '�---- 1 f - (2) LA T CRS RIGID INSULA I IVIV 34'-9" ABOVE FIRST FLOOR WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), WITH t TAPERED INSULATION AND CRICKETS AS REQUIRED TO t PITCH TO DRAIN I ri - STRUCTURAL METAL ROOF 1 DECK, REFER TO STRUCTURAL DRAWINGS STUD BACKUP WALL CONSTR. TYPE W24 - SINGLE -PLY FULLY ADHERED EPDM ROOF MEMBRANE - 1/2" COVER BOARD - 3" RIGID INSULATION - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM 2c TOS UPPER ROOF \ — 27P-4" STEEL FRAMING, REFER TO STRUCTURAL DRAWINGS EPDM MEMBRANE UP AND OVER 7 r CURB AND PVC MEMBRANE ROOFING A5.0 1/4"/1' 0" 1 i 1 i i 1 EPDM ROOF ASSEMBLY PVC ROOF (WITH BATTENS) ASSEMBLY 001 3" STUD BACKUP WALL CONSTR. TYPE W22 SEALAN I ALUMINUM FLASHING TO MATCH ALUMINUM COMPOSITE METAL PANELS PREFINISHED ALUM. COLLECTOR BOX ALUMINUM FLASHING SELF -ADHERED MEMBRANE FLASHING PVC COATED METAL COPING PVC MEMBRANE ROOFING UP AND OVER BLOCKING PARAPET AT LOW ROOF DETAIL CONTINUOUS METAL HOOK STRIP, TYP. BOTH SIDES PVC DECORATIVE BATTEN PARAPET COPING DETAIL TYPICAL COLLECTOR BOX 3" = 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 PVC COATED COPING TO MATCH PVC 1 2/19/19 BID SUPPLEMENT 1 ROOF -2x WOOD BLOCKING -5/8" GLASS MAT PAPERLESS SHEATHING BATTENS ROOF CONSTR. TYPE 20 - DECORATIVE PVC BATTENS - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCTURAL METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS ��\� W PARAPET SCUPPER AT LOW ROOF DETAIL STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 'ED Al "tli m �10SL R PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOF DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5e9 WE 3" = F-0" 3" = F-0" 3" = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 EQ EQ e ° d _- a ed 144 n. DRIP .° d° p � S/STL PIN -- S/STL FLASHING WITH HEMMED FACE OF BRICK DRIP EDGE, WITH 111 ° SEALANT BELOW, 1/4"/ 1'-0" - SEAL AT PIN 7. PIN TO ADJACENT PENETRATIONS ° ' ° °d^-, a UNITS WITHIN VERTICAL JOINT 7 5/811 - M S/STL SILL PAN DRIP ° FLASHING `­3 5/8% , 1 ��—DRIP WITH HEMMED I �` DRIP EDGE, FACE OF BRICK WITH SEALANT d --FACE OF BRICK BELOW CAST STONE TYPE G 11 CAST STONE TYPE P' 3" = F-0" A5.10 3,. = F-0" ---FACE OF BRICK i FACE OF BRICK _---FACE OF BRICK AT WINDOW HEAD EO a 4 5/8" DRIP co zo d .Q a 3 5/8". ' 1"d DRIP FACE OF BRICK TYPICAL ACCENT BAND CAST STONE TYPE C 3" = F-0" 0 0 N N t` 0 N L. a) mo E z U a) .o z 11 T-4" CAST STONE PANEL TYPE C 3/4" = F-0" CAST STONE PANELS —FACE OF BRICK 1/2" —FACE OF BRICK /2" 1 d ° REINFORCEMENT AS R QUIRED, REFER -d .° A T'D ELEVATIONS FOR S AN co ° 4 5 7/8" a d I I FACE OF BRICK FACE OF BRICK CAST STONE TYPE E 3" = F-0" \CE OF BRICK ,,—FACE OF BRICK F 1/2" ,—PIN TO ADJACENT 1/4"/1'-0" UNITS WITHIN VERTICAL JOINT ° ° 5 7/8" 00 RIP DRIP S/STL SILL PAN FLASHING WITH SCE OF BRICK FACE OF BRICK HEMMED DRIP EDGE, VVI I H SEALANT BELUVV— AT WINDOW SILL CAST STONE TYPE D 3" = F-0" 1/4/ 1'-0! PIN TO ADJACENT UNITS WITHIN FACE OF BRICK —FACE OF BRICK A' °°."o VERTICAL JOINT 1 II ° 1/4" / 1' 0" ° -e ° 6 3/8"izz — PIN TO ADJACENT UNITS WITHIN ' - DRIP ° ° - 4 5/8"° N a - d' - _ VERTICAL JOINT 1/ollfil_n„ „� 1 /� S/STL PIN / irol ri rnl HP V , 1 °. r� ° DRIP a63/8 °d. DRIP S/STL SILL PAN ° - °. d . �' .° ° d " d d " d FLASHING ° ° .° ° �.. ' a.o e s °° ° M S/STL SILL PAN ° e° WITH HEMMED \ti °° a . ,�'. P ° ° . ; a. _°' .. . ., <° o ' ° s :, : FLASHING co DRIP EDGE, m a ' a� ' °m o.a 8 ° °. ° 6d ° ° 41/8" ° °°, WITH HEMMED a P°41/8"' °a CO WITH SEALANT _" , _ ° a co DRIP EDGE, co ° - °° BELOW SHIM AS REQUIRED------ S/STL FLASHING WITH ° ° ° DRIP WITH SEALANT DRIP 1" U HEMMED DRIP EDGE 1" ° BELOW ° ° v 4 ° FACE OF WALL BELOW WITH SEALANT BELOW, a ° SEAL AT POST AND PIN 1/2" 1/2" FACE OF BRICK 1/2„ 1/211 FACE OF BRICK ° d D_ 1114TIONC NS /8" / 1' 0" a TYPICAL ACCENT BAND AT WINDOW SILL FACE OF BRICK AT WINDOW SILL CAST STONE TYPE B 3" = F-0" T-4" 0 RAISED CAST STONE PATTERN, CAD FILE TO BE PROVIDED BY ARCHITECT JCHLIANI JVIN1, 1 TI'lUML 00. nn o i 5.10 o . • 16 5.10 CAST STONE PANEL TYPE B 3/4" = F-0" CAST STONE IN, REFER TO ION FOR DESIGN TONE PANEL TONE ACCENT BAND 1:11\1:40ii ICE ISULATION UOUS FLUID -APPLIED TRIER UBSTRATE, REFER V FOR TYPE CAST STONE TYPE A 3" — 1'-0" T-4„ CAST STONE PANEL TYPE A 10 3/4" = 1'-0" WALL SUBSTRATE, REFER TO PLAN FOR TYPE CONTINUOUS FLUID -APPLIED AIR BARRIER— Cl) RAISED CAST STONE PATTERN, REFER TO ELEVATION FOR DESIGN CAST STONE PANEL RIGID INSULATION AIR SPACE RAISED CAST STONE PATTERN WITH 3 FINISH TEXTURES, CAD FILE TO BE PROVIDED BY ARCHITECT SEALANT JOINT, TYPICAL CAST STONE PANEL SECTION DETAIL 15 CAST STONE PANEL PLAN DETAIL 3" = F-0" A5.10 311 = 11-011 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 CAN Pr + #7 20 A MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE CAST STONE DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5*10 WE SCHEDULES FOR OPENINGS SCHEDULES FOR OPENINGS 0 0 in (V (V r- 0 N L: a> M E Z U N .o Z n OPENING NOTES AC FA AOR AR06 AR10 AR11 CAOP CLOT CLO2 CLOS CLO6 CL11 CL13 CL23 DS1 DS2 DOOR FRAME FIRE HARDWARE -SEE SPECIFICATIONS RATING • NEW WORK m L SEE DETAIL'S ON DWG, R 3 FL FLUOROPOLYMER 2 � N c CI Fw- TR TRANSPARENT m J ¢ Q 0 ? u" Rf W 5 W D W O= a O iz PA PAINTED z W J 2 It `� J I] 9 Z YO � V, Z Z K G L w y W O V O Z AR ACOUSTICAL RATED Z Ill o: J IL A z U) W= 0 o �% 2> C J a z X w � � rn D 2 0 Q W Q rn f- � __ Q Q N 0 O z Q� V 0� W w $CD SOUND CONTROL DOOR - SEC.083473 Z = G J J; Cn a W a X Z a Z } a ~ ~ Z Q U Q J Y� m Z SMOKE / POSTIVE Lu I1J1 W Z O fy- a a — a 3 O SP PRESSURE W �„ J m_ > > V S Y n K K N_ 'Fi}'-'' C O ~_ Q fly W Z '�. �j Y_ J tNn W W O Z O F 1= I �% Z O O O � y� Q .I !� OF W x _' U U W J I w LM Ll1IV11NOl1S MARKINGS a o = 0 rA O o U Q U a? w x = t- Q x O o O 0 O o a IL ILL � w x -Qi W � �!4 ��2 a. a.¢ w a�� F¢ w =: o OPENING ABBREVIATIONS NOTES m 213 A1.3 • T- 0" T- O" 1 3/4" LHR WD D-1 TR HM F-2 PA 4 7/8' H4 J1, J5 S7 • • 21411 SIDELIGHT GLAZING TYPE G4 214 A1.3 • T- O" T- O" 13/4' RHR WD D-1 TR HM F-2 PA 47/8' H4 J1, J5 S7 • • 214 SIDELIGHT GLAZING TYPE G-4 215 A1.3 • T- O" T- O" 13/4' LHR WD D-1 TR HM F-2 PA 4 718" H4 J1, J5 S7 • • 214 SIDELIGHT GLAZING TYPE G4 216 A1.3 • 3'- 0" T- 0" 13/4" RHR WD D-1 TR HM F-2 PA 4 718" H4 J1, J5 87 • • 214 SIDELIGHT GLAZING TYPE G-4 S202 A1.3 • 3'- 0" 3'- 0" T- O" 1314" RHRILHR WD D-3 TR HM F-1 PA 7 5/8" H7 J6 S3 60 SP • • • • • • 011 CL21, MH12, (') SW11SW3„ MH12 LM PARTIAL SECOND FLOUR CONSTRUCTION PLAN -SOUTH 201 A1.3 • T- 0" T- O" 13/4" RH WD D-1 TR HM F-2 PA 4 7/8' H4 J1, J5 S7 • • 213 SIDELIGHT GLAZING TYPE G-4 202 A1.3 • T- 0" T- O" 13/4" RH WD D-1 TR HM F-1 PA 4 718" H4 J1 SI • • • • 403 203 A1.3 • T- 0" T- O' 1314" LH WD D-1 TR HM F-1 PA 71/4" H4 J1 S4 • • • • 606 204 A1,3 • T-0' T- O" 1314" RH WD 0-1 TR HM F-1 PA 71/4" H4 J1 S4 • • • • 605 CLO2,SW1 205 A1.3 • T- 0" T- O" 13/4' RH WD D-1 TR HM F-1 I PA 4 7/8" H4 J1 S1 I I • • • • 1 • 043 AC, EU.06.4PL, E1 217 A1.3 • T- O" 1 T- O" 13/4' RHR WD D-1 TR HM F-2 ' PA 4 7/8" H4 J1, J5 S7 ! • • 214 SIDELIGHT GLAZING TYPE G-4 218 A1.3 • T- 0° T- O" 1314" LH WD D-1 TR HM F-1 PA 4 7/8' H4 Jt 57 1• • • • 403 219 A1.3 • T- 6" T- O" I 0" CO - - HM F-1 PA 4 7t8" H4 Jt S 4 NHR CASED OPENING S201 A1.3 • T. 0" T- 0" 7'- 0" 1 3/4" RHR/LHR WD D-3 TR HM F-1 PA 7 5I8" H7 J6 S3 60 SP • • • • • • • 111 CL21, MH12, (*) SW1/SW3 LM ALTERNATE 1- ADDED CLASSROOMS 210 A1.6 • T- 0" T- O" 13/4' LHR WD D 1 TR HM F-2 I PA 4 718' H4 J1, J5 S7 • • 219 ALT#1, DS2, SW1 SIDELIGHT GLAZING TYPE G4 211 A1.6 • 1 3'- 0" T- O" 13/4" RHR WD � D-1 TR HM F-2 1 PA 4 718" H4 J1, J5 S7 i I • I • 219 ALT#1, DS2, SW1 SIDELIGHT GLAZING TYPE G-4 212 A1.6 • T_ O" T- O" 13/4" RHR WD D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 S7 • • 219 ALT#1, DS2, SW1 SIDELIGHT GLAZING TYPE G4 GENERAL DOOR NOTES: "A" All Doors Exiting 50 or More Persons shall have Panic Hardware. DS4 Provide Overhead Positive Stop and Hold Open, install "PULL SIDE". "B" All Door Hardware shall be Accessible to Persons with Disabilities. Hardware shall comply with ADA Standards. "C" Closers shall open a minimum of 175 Degrees, where 180 Degree swing is shown as such on Floor Plans and Door Schedule. EU.06.4PL "EU06.4PL" MORTISE LOCK "D" Where (*) occurs in the "DEGREE OF SWING REQUIREMENTS" column, refer to the "OPENING NOTES" column for swing requirements at each leaf. "ELECTRICALLY CONTROLLED TRIM" - "FAIL SECURE operation" p "E" Where (*) occurs in the "HEAD", "JAMB", or "SILL" detail column, refer to the "OPENING NOTES" column for "DETAILS" . "CARD Reader" installer on the PULL Side of the Opening. "F" Provide UL Rated KICK / ARMOR PLATES where detailed on UL Rated Openings. "G" Refer to Mechanical Series Drawing for all "Door Undercuts" System to have "FAIL SECURE operation" : Section 08 71 00 to provide (10 RETW) Wire Power Transfer Hinge, and Power Supply (See Hardware Sets for PS Requirements). ACCESS CONTROLLED OPENINGS: Opening hardware will include some form of mechanical or electrical access control. "AC" by "READER" Latchbolt by Grip out side only when lock is energized. "AC / AC" by "READER / READER" Outside Grip locked when lock is not energized. "AC" / KP" by "READER / KEYPAD" Latchbolt by key outside when lock is not energized. Auxiliary latch deadlocks Latchbolt Inside Grip always FREE. "ALUMINUM DOOR HARDWARE" "EXTERIOR" - Minimum of 2" Thick Doors, coordinate with manufacture. _ "INTERIOR" 1-3/4" Thiick Doors LM The hardware impact i a act s that the door will need a hotoluminescent door sign strip of hotoluminescent toe n h n" r P P 9 p p p o the panic bar touchpad and Lever Trim Rose. All door hardware with the exception of "Perimeter Weatherstripping and Meeting Styles" shall be Supplied by "SECTION 08 71 00" . (NO EXCEPTIONS). MH12 "MH12" (2 Ea.) Wall Mounted Wall Mounted Electromagnetic Door Release shall release doors upon receiving signal from "FIRE ALARM SYSTEM" or "LOCKDOWN ALARM". EMDR to be furnished by Section 08 71 00 ALL DOOR HARDWARE MUST BE FIELD installer BY TRAINED DOOR HARDWARE installers. (NO EXCEPTIONS). EMDR installed by Electrical Contractor under the direction of the Door Hardware Supplier. POWER SUPPLY: ' 24 VAC/DC" 60 Hz..020 amp Power furnished by Electrical Division Aluminum Door Hardware shall not be furnished to the Aluminum Door Manufacturer for installation by Door Manufacturer. Weatherstripping, Door Bottoms, andMeeting Styles shall be Supplied and installer by the Aluminum Door Supplied. MH32 "MH32" (2 Ea.) Hold Open Door Closers, Electromagnetically Controlled, Door Release shall release doors upon receiving signal from "FIRE ALARM SYSTEM" or Aluminum Door Supplied i pp must t verify with Section 08 71 00 for compatibility with the Aluminum Door &Frame profiles. "LOCKDOWN ALARM". Changes required to C h ' g q Complete the Installation will be Completed at no additional charge to the Owner. EMDR to be furnished by Section 08 71 00 Aluminum Door Manufacturer must provide sufficient Reinforcing for all door hardware, and not limited to; EMDR installed by Electrical Contractor under the direction of the Door Hardware Supplier. Hinges, Locks, Exit Devices, Closers, and Door Pulls. Required POWER SUPPLY: "110/120 VAC" , Power furnished by Electrical Division Provide All necessary Auxiliary Hardware required to Complete the door Closer installation including but not limited to Drop Plate Brackets, OEM Fasteners, etc. Where "SMOKE GASKETS" are specified, Section 08 71 00 shall provide and install. NDEH No Exterior Hardware "EXIT ONLY" Where "ELECTRICAL Terminations" are required, Manufacturers' Representative will be present during electrical terminations. NDH1 Door Hardware, Section 087100 is not required on this opening. Manufacturers' Representative will instruct installers or will make any final adjustments required to Complete the smooth operation of the Door(s) Hardware. OAL "OAL" OVERLAPPING ASTRAGAL Install on "LH" Outside Inactive Leaf AO' AUTO OPERATOR - "RHR LEAF" ONLY: Stanley Technology Magic Force Auto Swing Operator, surface mounted, clear anodized finish. Provide Micro Processor, Control Logic, Electro Mechanic r n / S r' 've. P o id, P s cti ti 2 Vol ri nd 0 Insta la 'o a d r i ti II controls is by STANLEY Basis of design tanley Access echnologie5, refer to peci icatlon Section 8 71 1 2. A for comprable product manufacturer list. OALR "OALR" OVERLAPPING AST GAL Ins it n "L " n 'd n RA to o HR I sI e I active Leaf FULL MORTISE APPLICATION AUTO DOOR BOTTOM and PERIMETER SEALS 2 OAR "OAR" OVERLAPPING ASTRAGAL Install on "RH" Outside Inactive Leaf See Door Type• Opening to receive "SOUND SEALS" fSec-ion 08 71 00) �r Opening ,y ". Section �. OARR "OARR" OVERLAPPING ASTRAGAL Install on "RHR" Inside Inactive Leaf Provide PEMKO PDB411AE, Full Mortise application Auto Door Bottom ( or Equal) and 2005_T (or Equal) Threshold. Door undercut must be 5/16" (verify Clearances in Field). PPH Hang Doors with Pivot Hinges. PERIMETER SOUND SEALS and STEPPED THRESHOLD PR.ER.MLR 1 "PR.EV.MLR 1" "PULL x NIGHT LATCH FUNCTION" "RIGHT HAND REVERSE" Electric Motorized Latch Retraction Panic Release Hardware. See Door Type: Opening to receive "SOUND SEALS"(Section 08 71 00). Section 08 71 00 to provide ONE(1) each (10 RETW) Wire Power Transfer Hinge, and Power Supply (See Hardware Sets for PS Requirements). Provide Sound Seals and 2005_PK Threshold. Door undercut must be 5/16" (verify Clearances in Field). PR.ER.MLR 2 "PR.EV.MLR 2" "PULL x NIGHT LATCH FUNCTION" "LEFT HAND REVERSE" Electric Motorized Latch Retraction Panic Release Hardware. "SOUND GASKETS" Furnish and Install Sound Gasketing as specified in Hardware Sets Section 08 71 00 to provide ONE(1) each (10 RETW) Wire Power Transfer Hinge, and Power Supply (See Hardware Sets for PS Requirements). Cased Opening, Delete Door Stops from Frame. No Door Hardware Required PR.EV.MLR 1 "PR.EV.MLR 1" Electric Motorized Latch Retraction ("RHR" Leaf Only) Panic Release Hardware. Provide Parallel Arm Closer with Integral Heavy Duty Stop Arm. Section 08 71 00 to provide TWO(2) each (EPT) Wire Power Transfer Hinge, and Power Supply (See Hardware Sets for PS Requirements). Provide Parallel Arm Closer with Integral Heavy Duty Stop Arm, (Install "PUSH SIDE" of Door). PR.EV.MLR 2 "PR.EV.MLR 2" Electric Motorized Latch Retraction ("LHR" Leaf Only) Panic Release Hardware. Section 08 71 00 to provide TWO(2) each (EPT) Wire Power Transfer Hinge, and Power Supply (See Hardware Sets for PS Requirements). Provide Regular Arm Closer with Friction Hold Open Arm. PR.EV.MLR 5 "PR.EV.MLR 5" Provide Parallel Arm Closer with Friction Hold Open Arm. Electric Motorized Latch Retraction ("RHR/LHR" Leafs). Section 08 71 00 to provide TWO(2) each (10 RETW) Wire Power Transfer Hinge, and Power Supply (See Hardware Sets for PS Requirements). Provide Parallel Arm Closer with Integral Heavy Duty Integral Cush Stop Arm. SWi "SW1" DEGREE SWING (90) - Template Hardware (Door Closers / Overhead Stops) Installation to Specified Degree of Swing (90), See Door Schedule. Provide Parallel Arm Closer with Integral Heavy Duty Integral Cush Stop and Hold Open Arm. SW2 "SW2" DEGREE SWING (110 - 120) - Template Hardware (Door Closers / Overhead Stops) Installation to Specified Degree of Swing (110 - 120), See Door Schedule. Provide Track Arm Closer (Pull Side Install) for Pocket Door Application SW3 "SW3" DEGREE SWING (180) - Door must be able to swing 180 degrees. Provide Overhead Positive Stop, install "PUSH SIDE". Template Hardware installation for 180 Degree swing operation. (175 Degrees where limited by field conditions or hardware specified) Provide Overhead Positive Stop and Hold Open, install "PUSH SIDE". SCHEDULE GENERAL NOTES GLAZING LEGEND I] j; G-1: �� 113-1:' CLEAR FLOAT GLASS j INSULATING GLAZING - ` CLEAR E G-2: ; IG-2: FULLY -TEMPERED CLEAR INSULATED FLOAT GLASS FULLY -TEMPERED GLAZING - CLEAR % G-3: i IG-3: SECURITY GLAZING "' ;f LAMINATED CLEAR INSULATED SECURITY GLAZING - CLEAR G-4: SECURITY GLAZING - / IG-4: FULLY -TEMPERED CLEAR INSULATED GLAZING - WITH APPLIED FILM FROSTED MP-1' IG-5" INSULATED METAL INFILL INSULATED GLAZING - PANEL SPANDREL GLAZING NOTES > IG-6: 1. REFER TO SPECIFICATIONS FOR /> INSULATED SECURITY COMPLETE GLAZING DESCRIPTIONS GLAZING - FROSTED PHOTOLUMINESCENT TAPE STRIP ALIGN EXM----- EXIT SIGN, REFER TO ELECTRICAL DRAWINGS AT DOOR HANDLES, 4"x4" PHOTOLUMINESCENT TAPE ON APPLIED TO DOOR PHOTOLUMINESCENT TAPE STRIP ON TOUCHPAD OF PANIC BAR WALL BASE WITH � PHOTOLUMINESCENT INTEGRAL DOOR SIGN PHOTOLUMINES CENT STRIP , DOOR LUMINOUS MARKINGS 1/2" = F-011 1" INSUL./TEMPERED GLAZING AT EXTERIOR DOORS, 1/4" TEMPERED GLAZING AT ALL OTHERS }f 6" 55"I III 5„\-,q "I "I 'I I r / I / / r ` f PANIC ,/ - �' / r/ HARDWARE `� 4 / cu / _ / - - - TG TG N _ TG ---- \ \ = \ = \ t r 1:1 � , � t \ M r, TG ti ` < 100 SQ.IN. AT RATED DOORS D-1 D-2 D-3 D-4 D-5 (WD, HM) (WD, HM) (WD, HM) NOT USED (WD, ALUM) DOOR TYPES P4 P" D-6 (WD, ALUM) TYPE G-3 AT INTERIOR LOCATIONS TYPE IG-3 AT EXTERIOR LOCATIONS CONSTRUCTION MANAGER / GENERAL CONTRACTOR: "NO EXCEPTIONS" ALL DOOR HARDWARE MUST BE FURNISHED BY SECTION 087100 DOOR HARDWARE SUPPLIER. "CONTRACTS, Including Door Hardware, ISSUED TO ALUMINUM DOOR SUPPLIER" must stipulate aluminum door hardware must be purchased from SECTION 087100 HARDWARE SUPPLIER. "NO EXCEPTIONS" ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- CONSTRUCTION MANAGER / GENERAL CONTRACTOR / HARDWARE SUPPLER: Shall coordinate an inspection, with all manufacturer's representatives to confirm that all hardware has been installed and adjusted properly; See "Specification Section- _08 71 00 - 3.2 - INSTALLATION HARDWARE SUPPLIER: Must employ an experienced Architectural Hardware Consultant (AHC) who is available to Owner, Architect, and Contractor, at reasonable times during the course of the Work, for consultation. CONFLICTS between the SPECIFIED DOOR HARDWARE and the DOORS / FRAMES must be brought to the attention of the ARCHITECT prior to submitting HARDWARE SUBMITTAL to the ARCHITECT. HARDWARE SUPPLIER must schedule a pre - installation meeting to instruct installers on proper installation and adjustment of the Locks, Exit Devices, and Closers. A manufacturers' representative of each major hardware category shall be present to complete the instructions, and then certify to the Architect that the door hardware installer has been trained in the proper installation procedures and is certified to install the finish hardware. DOOR HARDWARE INSTALLATION: All door hardware shall be installed according to manufactures' instructions. This includes following the template required to complete the intended operation of the door hardware, and all fastener holes required shall be drilled and tapped to the correct size as detailed in the template. Template Hardware Installation so that Door will be able to swing a Minimum of 90 degrees. Doors swinging less than 90 Degrees will be reinstalled to meet ADA requirements. All "DOOR HARDWARE FASTENERS" used during installation must be original hardware manufacturer's supplied fasteners. The use of drywall screws or non "OEM" self tapping screws will be rejected, reinstallation of hardware will be required. Fastener holes in doors and frames from the use of improper hardware fasteners will not be acceptable, doors and frames will be replaced at no cost to the owner. HARDWARE SUPPLIER shall confirm specified LOCK FUNCTIONS with the OWNER at the KEYING MEETING. --------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- CONTINUOUS HINGES on ALUMINUM DOORS Verify with Aluminum Door Supplier Hinge Model Selections for compatibility with Aluminum Head and Jamb Profiles. All "LOCKS" shall be of the same Manufacturer. All "EXIT DEVICES" shall be of the same Manufacturer. All "DOOR CLOSERS" shall be of the same Manufacturer unless specified as no substitution. (Provide All Necessary Hardware To Complete Installation of Closers on Aluminum and Hollow Metal Frames) All Aluminum Sills to be continuous, exterior Sills set in Sealant Typical. Exterior HM Frames and Doors shall be Galvanized and Insulated. Provide Blocking in walls for all Door Hardware (i.e., but not limited to: Door Closers, Wall & Overhead Stops) Provide Blocking for Door Closers in Wood Doors ( USE THRU BOLTS WHEN INSTALLING DOOR CLOSERS ) DOOR PROTECTION PLATES: "MOP PLATES" Install on PULL SIDE od Door. "KICKPLATES" Install on "PUSH SIDE" of Door. "ARMOR PLATES" Install on "PUSH SIDE" of Door. TACTILE WARNING: Hazardous Areas may include, but NOT limited to: Custodial Spaces, Shops, Storage, Boiler Rooms, Trash Rooms, Basement, Finishing Rooms, Mechanical Rooms, Labs and Prep Rooms, Electrical Transfer Vaults, and Art Rooms. GLAZING TYPES - See Drawing A8.01 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- HARDWARE / ELECTRICAL / SECURITY CONDUIT & WIRING: 1. Install all conduits where required for electrified door hardware prior to applying in Grouting Solid or Spray Foam Solid in Door Frame. 2. All Conduits required for Power and Control Wiring, and Power Wiring, to be furnished and installed by Electrical Contractor. 3. All Low Voltage Access Control Wiring and Terminations are furnished and installed by the Access Control Contractor. 4. Controls and Control Wiring (provide 16 ga. Wire unless noted otherwise) of Electrified Devices, Transfer Hinges, and Power Supplies to be provided by Security Contractor. DOOR & FRAMES: 1. Door Frame Supplier must coordinate Door Contact Frame Prep with Security Contractor. 2. Door and Frame Suppliers must prep doors and frames to accommodate all electrified hardware, including all required conduits in doors and frames, when prepping doors and frames for door hardware. HARDWARE: 1. Hardware supplier must provide, Wiring Diagrams - Elevation and Riser & Point to Point, to Electrical Contractor. 2. Electromagnetic Door Release (Magnetic Door Holders) to be furnished by Section 08 71 00 and Installed by Electrical Contractor. ACCESS CONTROL READERS: 1. "READERS" by Access Control / Security Contractor. DOOR I I FRAME FIRE RATING HARDWARE -SEE SPECIFICATIONS • NEW WORK -6SEE DETAIL'S ON DWG. I I I 11 —1 T F � FL FLUOROPOLYMER - n W . x x � i2 m c Oz I.W.. TR TRANSPARENT p M a w w ¢ I� c 4 Q M Z ILL. ai W � w o w O x a O R PA PAINTED d' LL W QQ J x J O Z Y O ¢ x z V' Z rn d" R' w>W t7 x w � O Z AR ACOUSTICAL RATED Z W E � m J ac 3 IL � S Cr J = Z e y v o C) o d J M Q Z W W N 1-- w z p O w ¢ aL w z y I-u a x y w t7 Z ¢ _ atf ZZ Ix- vwi SCD SOUND CONTROL DOOR - SEC.083473 c J J, w (0 Q w W ILQ Z 9 � w W Q W = C W S Q� w 3 J m U w Z O Z w O LL F UJI a SP SMOKE / POSTIVE PRESSURE z Z W J M > > Y �I 2 ~ Y z� Y W x O_ V 15; Q Z0z O O O �_ m J V rn O I- V= a x d I= W v U < w_ LM LUMINOUS MARKINGS ? w_ _ ¢ 9 9 a a J if .a e3 w,n c> w OPENING ABBREVIATIONS NOTES I v I(n I W � U l a I� I I- l o l o f o 11 LL I U IL I Z. � co ��= 0 l a n, rR w I E � I� I I- ¢ I w l I 'L I m PARTIAL FIRST FLOOR CONSTRUCTION PLAN - NORTH 127 AIA • Y_ 0" T_ 0' 1 3/4" RH WD D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 S7 • • 213 SIDELIGHT GLAZING TYPE G-4 128 AIA • 3'- 0" T- O" 1 3/4" LH WD D-1 TR HM F-2 PA 4 7/8" H4 A, J5 S7 • • 213 SIDELIGHT GLAZING TYPE G-4 129 A1.1 • T- 0" 7'- O" 1 3/4" LHR WD D-1 TR HM F-2 PA 47/8" H4 J1, J5 87 • I • 214 SIDELIGHT GLAZING TYPE G-4 129A A1.1 • T. O' T- O" 1 314" RH WD D-1 TR I HM F-1 PA 61/8' H4 J1 S4 • • • 602 130 A1.1 i • T- 0" T- 0" 11 3/4" 1 RHR WD I D-1 TR HM I F-2 PA 4 7/8" H4 J1, J5 S7 • • 1214 SIDELIGHT GLAZING TYPE G4 130A A1.1 ; • 31- O" 7'- O" 1 3/4" LH WD D-1 TR I HM F-1 PA 61/8" H4 J1 S4 • • • 1 601 131 A1.1 I • 1 T- 0" T- 0" 1 3/4" RHR WD D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 I S7 I • • 214 SIDELIGHT GLAZING TYPE G-4 131A AIA I • T-0° T- O" 1314" LH WD D-1 TR HM F-1 PA 61/8' H4 J1 S4 • • • 602 132.1 A1.1 • 31- O" T- 0" 1 3/4" LHR WD D-1 TR HM F-2 PA 4 718" H4 Jt, J5 87 • • 214 SIDELIGHT GLAZING TYPE G-4 132.2 AIA • T- O" T- 0" 2" LHR ALUM D-5 FL ALUM F42 FL 4112" * * * * S8 • • • • • 001 AC, EU.06APL, Et, AL, CL11, SW1 * * REFER TO FRAME ELEVATION FOR DETAILS 132A A1.1 • T- 0" T- 0- 1 3/4" LH WD D-1 TR HM F-1 PA 6118" H4 J1 S4 • • • 603 133.1 A1.1 • T- 0" T- O" 1 3/4" RHR WD D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 S7 • • 214 SIDELIGHT GLAZING TYPE G-4 133.2 A1.1 • I T- O" T- 0° 2" LHR ALUM D-5 FL ALUM F42 FL 41/2" ' * *' SS • • 1 • 1 1 • • 001 11 AC, EU.06APL, E1, AL, CL11, SW1 * * REFER TO FRAME ELEVATION FOR DETAILS 133A A1.1 • T- 0" T- 0" 13/4" RH WD D-1 TR HM F-1 PA 61/8" H4 J1 S4 • • • 603 134.1 A1.1 • T- 0" T- O" 13/4" RHR WD D-1 TR HM F-2 PA 4 7/8' H4 A, J5 S7 • • 214 SIDELIGHT GLAZING TYPE G4 134.2 AIA • T- 0' T- 0" 2" LHR ALUM D-5 FL I I ALUM F42 FL 4112" *'I * * 88 • • • 10 • 001 AC, EU.06APL, E1, AL, CL11, SW1 * * REFER TO FRAME ELEVATION FOR DETAILS 134A A1.1 • T-0" T- 0" 13/4" RH WD D-1 TR HM F-1 PA 61/8' H4 J1 S4 I • • • 603 135 I A1.1 • T- O" T- O" 1 3/4" LHR WD D-1 TR HM F-2 PA 1 4718" H4 JI, J5 S7 • • 214 1 SIDELIGHT GLAZING TYPE G-4 135A A1.1 • T-0" T- O" 13/4" RH WD D-1 TR HM F-1 PA 6118" H4 J1 S4 • • • 602 136 A1.1 • T. 0" T- O" 1 314" LHR WD D-1 TR 11 HM I F-2 PA 4 718" H4 JI, J5 S7 • • 214 ' SIDELIGHT GLAZING TYPE G-4 136A A1.1 • T- O" T- O' 13/4" RH WD D-1 TR HM F-1 PA 6118" H4 J1 S4 • • • 602 137 A1.1 • T_ 0" 7'- O" 1 3/4" RHR WD D-1 TR HM F-2 PA 4 7/8" H4 A, J5 S7 • • 214 SIDELIGHT GLAZING TYPE G4 137A A1.1 • T- 0" T- O" 1 3/4" LH WD D-1 TR HM F-1 PA 1 61/8" H4 J1 S4 I • • • 1 602 138 A1.1 • T- O" T- O' 1 3/4" RHR WD D-1 TR HM F-2 PA 4 7/8' H4 A, J5 S7 • 1 21411 SIDELIGHT GLAZING TYPE G-4 138A AIA • T- O' T- O" 13/4" LH WD D-1 TR HM F-1 PA 61/8" H4 J1 S4 • 1 1 • • 602 j 192 A1.1 • T. O' 1 T-0" T-0" 1314" RHRILHR WD D-5 TR HM F-1 PA 4718" H4 J1 S3 • • 1 • 1 703 CL01,SW1 LM 194 A7.1 • T- 2" T- 2" T- 2" 2" RHRILHR ALUM D-5 FL ALUM F47 FL 41/2' * * * * S8 • • • • • 005 AC, PR.EV.MLR5, Et(2)„ AL, CL11, SW1 "REFER TO FRAME ELEVATION FOR DETAILS, VIF HEIGHT 8102.1 A1.1 • T- O" T_ 0" T- 0" 1 3/4" RHRILHR I WD D-3 TR HM FAA PA 7 518" H7 J6 S3 60 SP • • to • • III CL21, MH12, SW3 LMS102.2 A1.1 • T- 0" T- O" T- 0" 2" RHRILHR ALUM D-5 FL ALUM F31 FL 41/2" * * *' S8 • • • • • 004 AC, PR.EV.MLR 5, El (2), AL, CL11, SW1 * * REFER TO FRAME ELEVATION FOR DETAILS IE �WArirr_rAffj91Z&Vrj9A[•1• aK*]►`ltVr:l1ldVrc hvJW_IJ`II�Y�11P11 101.1 A1.1 • T- O" T- 0" 1 314" LH WD D-5 TR HM F4 PA 81/2" J5 SIM. Jt, J5 S7 I I I • • • • • 041 1 AC, EU.06.4PL, E1, CLO2, SW1 101.2 AIA • T- O" T- O" 1 314" RH WD D-5 TR HM F4 PA 4112" J5 SIM. J1, J5 S7 • • • • 221 101A A1.1 • T. 0" T- 0" 1 3/4" RH WD D-1 TR HM F12 PA 41/2" H-4 J1, J5 S-7 • • 304 AR11 101B A1.1 • T. 0" 7'- O" 1 3/4" LH WD D-1 TR HM F-2 PA 81/2' H4 J1, J5 S7 • • 304 AR11 SIDELIGHT GLAZING TYPE G-2 101C A1.1 • 1 T- 0- T- O" 13/4" LH WD D-1 TR HM F-1 PA 81/2" H4 J1 S4 • • • • 606 102.1 A1.1 ' • 1 T- 0- T- O" 13/4" LH WD D-5 TR HM F5 PA 4112" J5 SIM. Jt, J5 $7 • • • • 221 102.2 AIA • T-0" T- O" 13/4" LHR WD D-1 TR HM F-1 PA 8112" H4 JI S7 • • • • 222 102A AIA • T.0" T- O" 1314" RH I WD D-1 TR HM F-1 PA 8112" H4 J1 S4 • • i • • 606 102E A1.1 • 3 0" 1 7' 0" 1 3!4" RH WD D-1 TR HM F-2 PA 6118" H4 J1, J5 S7 • • 303 SIDELIGHT GLAZING TYPE G-2 103 A1.1 • T- 0" 7'- 0" 1 3/4" RH WD D-I TR HM F-1 PA 7114" H4 J1 S7 • • • • 217 CLO2, SW1 104 A1.1 • T. O' T- O' 1 314" LHR WD D-5 TR HM F8 PA 41/2" J5 SIM. J1, J5 S7 • • • • • 103 CLO1, SW1 121 A1.1 • T- O" T- O" 1314" LH WD D-1 TR HM F-1 PA 4 118' H4 J1 S4 • • • • 604 DS5, SW1 122 M I. i O 3= ir" T- O" 13X RH VYD D-1 T R HM F- I PA 4 116" H4 J1 54 • • • • I twu 123 A1.1 • T- O" T- 0* 1314" LH WD D-1 TR HM F-1 PA 71/4" H4 J1 S7 • • • • 215 DS5,SW1 123A AIA • T- O" T- O" 1314" RHR WD D-1 TR HM F-1 PA 47/8" H4 J1 S7 • • 201 DS2,SW1 124 AIA • T- 0. T- O" 13/4" LHR WD D-1 TR HM F-2 PA 4718" H4 A, J5 S7 • • • • 216 CLO1, SW1 SIDELIGHT GLAZING TYPE G-2 124A A1.1 • T- 0" T- O" 1 3/4" RH WD D-1 TR HM F-2 PA 61/8" H4 Jt, J5 S7 • • 304 ARI1 SIDELIGHT GLAZING TYPE G-2 124E AIA • T. O' T- O" 1 3/4" RHR WD D-1 I TR HM F-2 PA 6118' 1 H4 I JI, J5 S7 I I I • I • 226 1 11 AR11 SIDELIGHT GLAZING TYPE G-2 124C A1.1 • T- 0" T- O" 1 3/4"' RH WD D-1 TR IHM F-2 PA 6118" 1 H4 I A, J5 S7 • • 223 11 AR11, DS4, SW1 SIDELIGHT GLAZING TYPE G-2 124D AIA ' • 3% O" T- O" 1 3/4" LH WD D-1 TR HM F-2 PA 61/8" 1 H4 I J1, J5 S7t • • 225 AR11 SIDELIGHT GLAZING TYPE G-2 124E AIA • T- O" T- O" 1 3/4" RHR WD D-1 TR 11 HM F-2 PA 61/8" 1 H4 I J1, J5 S7 . • • 226 AR11 SIDELIGHT GLAZING TYPE G-2 124F A1.1 • T- O" T- O" T- O" 1314" RHR-ACT WD D-1 TR HM F-1 PA 4 7/8" H4 J1 S7 • • 412 DS2, OALR, SW1 125 AIA • T- O" T- 0" T- O" 13/4" RHR-ACT WD D-1 TR HM F-1 PA 47/8" H4 J1 S1 • • • • 415 SW1 126 A1.1 • 3'- 0" 7'- 0" 1 314" RHR WD D-1 TR HM F-1 PA 4 718" H4 J1 S7 • • • • 402 DS2, SW1 139 AIA • T- O" T- O" 1 314" LH WD D-1 TR HM F-2 PA 4 718" H4 J1, J5 S7 • • 212 DS4, SW1 SIDELIGHT GLAZING TYPE G-0 139A.1 A1.1 • T- 0" T- 0" 1 3/4" RH WD D-1 TR HM F-1 PA 4 7I8" H4 J1 S7 SP • • • • 404 139A.2 I A1.1 I • 1 T. 0" T- 0" 1 3/4" RH WD D-1 TR HM F-1 PA 4 718" H4 J1 57 SP • • • • 404 140 A1.1 • T- 0" T- O" 1 3/4" RH WD D-1 TR HM F-2 PA 4 718" H4 J1, J5 S7 • • 213 SIDELIGHT GLAZING TYPE G-4 141 A1.1 • T- O" T- O" 1 3/4" LH WD D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 S7 • • 225 AR11 SIDELIGHT GLAZING TYPE G-4 180.1 A1.1 • T- 0° X- O" 7'- O' 2" RHRILHR ALUM D-5 FL ALUM F45 FL 41/2" *' *' 38 • • • • • •HOOA6 AC, PR.EV.MLR 5, Et(2), AL, AOR, CL71, SWt "REFER TO FRAME ELEVATION FOR DETAILS 180.2 AIA • T- 0" T- 0""ALUM D-5 FL ALUM F45 FL 4112" * ` S8 • • • • • AL, E1, NDEH, CL11, SW1 "REFERTO FRAME ELEVATION FOR DETAILS 181.1 A1.1 I I • T-0" - - T-0" - - T- 0" - - 1 3/4" -- RHRILHR - .... _ _.._ I WD - - n-5 - - TR ... 11 HM F3 PA 4112• .IS SIM- .15 S3 • • • I I •• - - • - AC PR FV MI R 9 F1 r1 n1 SW7 1"-'',"-"",-,.-,-.,-..-"-", .. ... I M ... 181.2 AIA • T-0" T- O" 13/4" LHR WD D-5 TR HM F3 PA 41/2" J5 SIM. J5 S3 • • • • • 101 DC-1,CL01,SW1 LM 191.1 A1.1 • 4'- 0" 4'- O" T- O" 1 3/4" RHRILHR WD D-5 TR HM F6 PA 41/2" H6 J1 S7 • • • • • • • 112 DS5, MH32 LM 5101.1 A1.1 • T- 0" T- O" 1 3/4" RHR WD D-3 TR HM F-IA PA 7 5/8" H7 J6 S3 60 SP • • • • • • • 102 CL21, MH12 S101.2 A1.1 • T_ O" T- O" T- O" 2' RHRILHR ALUM D-5 FL ALUM F30 FL 41/2" ' * ' * S8 SP • • • • • • 032 DC-2, SW1 * * REFER TO FRAME ELEVATION FOR DETAILS, VIF HEIGHT AND WIDTH PARTIAL FIRST FLOOR CONSTRUCTION PLAN - WEST 104A A1.2 • T. 0" T- O" 1 39' LH WD D-1 TR HM F-2 PA 6118" H4 J1, J5 S7 • • 303 104B A1.2 • T. O' 7'- O" 1 3/4" LH WD D-1 TR HM F-2 PA 61/8' H4 J1, J5 S7 • • 213 SIDELIGHT GLAZING TYPE G-2 104C A1.2 • T- O" T- 0" 13/4" RH WD D-1 TR HM F-1 PA 61/8" H4 J1 S7 • • 213 105 A1.2 • T. 0" T- O" 1 3/4" LHR I WD D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 S7 • • 214 SIDELIGHT GLAZING TYPE G-4 106.1 1 A1.2 I • T- 0" T- O" T- 0" 1 3/4" RHRILHR WD I D-5 TR 11 HM F-1 I PA 4 718" 1 H4 J1 S7 I • • • • • 113 11 CLOI, SW1 106.2 Al2 • 1 T- 0" T- O" 1 3/4" LHR WD D-5 TR HM F-2 PA 4 7/8' H4 A S7 • • • • • 103 I CLO1, SW1 107 A1.2 • T- 21/2' T- 0" 0" CO - . HM F-1 PA 4 7/8" H4 Ji S4 NHR CASED OPENING 108 A1.2 • T-21/2" T- O" 0" CO - - - HM F-1 PA 47/8" H4 J1 S4 NHR CASED OPENING 109.1 A1.2 • T- 1" 8'- 8" 112" OHD SISTL . . NHR OVERHEAD COILING SECURITY GRILLE 109.2 1 A1.2 • T- V &- 8" 112" 1 OHD S/STL - - NHR OVERHEAD COILING SECURITY GRILLE 109.3 A1.2 • T- O" T- O' 1314" LHR WD D-1 TR HM F-1A PA 75/8" H7 J6 S3 • • • • 1 218 CLO6,SW1 109.4 A1.2 • 2'- O" T- O" T- O" 1 3/4" RH-ACT HM D-1 PA ( HM F-1A PA 7 5/8" H5 J4 S9 • • • • 233 CLO5, OAL, SW1 109A A1.2 • T- 0" T- O" 1 3/4" LHR HM D-1 PA HM F-IA PA 7 5/8' H5 J4 S7 • • 401 109E A1.2 • T_ 0' T- O" 1 3/4" LH HM D-1 PA HM F-1A PA 1 7 5/8" H1 J4 S9 • • 301 110 Al2 • T. 0" T- 0" 1 3/4" RHR HM D-3 PA HM F-IA PA 7 518" H1 J4 S7 • • 302 111.1 A1.2 • 2'- 0" T- 0" T- 0" 1 3/4" LH-ACT HM D-1 PA I HM F-1A PA 7 518" H5 J4 81 45 SP • • • • 231 OAR 111.2 A1.2 • 8'- 0" T- 4" 1 112" OHD - OHD - - 0" 11A4.3 31A5.5 1/A4.3 • NHR DC-1 OVERHEAD INSULATED COILIN CHAIN•HOIST OPERATOR 111A.1 A1.2 • 1 T- 0" T- O" 13/4" RHR HM D-1 PA HM F-IA PA 7 3/4" 14/A6.5 13/A6.5 S8 • • • • • • 019 AC, EU.06APL, E1, CLO1, SW1 111A.2 A1.2 • 8'- 0" 9'- 4" 1 1/2" OHD - OHD 0" 11A4.3 3/A5.5 1/A4.3 SIM • NHR DC-1 OVERHEAD INSULATED COILIN , PUSH-UP OPERATION 112 A1.2 I • T- 0" T- 0" 1 3/4" LH HM D-1 PA HM F-1A PA 7 518" H5 J4 S4 • • I • • 606 113 A1.2 • T-0" T- O" 13/4" LHR HM D-1 PA HM F-1A PA 75/8" H5 J4 S1 • • • • • • 106 CLO6,SW1 114.1 A1.2 • T- O" 2'-O" T- 0- 13/4" RH-ACT I HM D-1 PA HM F-IA PA 75/8' H5 J4 SI • • 413 OALR, I')SW1/SW3, 114.2 A1.2 • T- 2" T- 2" T- O" 1 3/4" RHR-ACT HM D-1 PA HM F-1A PA 7 314" 14/A6.5 13/A6.5 S8 • • • • • • 022 AC, EU.06APL, E1, CL13„ DS2, OALR, SW1 115 A1.2 • 3% O" 7'- O" 1 314" LH HM D-1 PA I HM F-1A PA 7 5/8' H5 J4 S1 • • • • • 042 AC, EU.06.4PL, E1 116 A1.2 • T- 0" T. 0" 1 3A" LH WD D-1 TR HM F-IA PA 7 518° H7 J6 S1 • • • • 403 117.1 A1.2 • 3% 2" T- 2° T- O" 1 3/4" RHRILHR HM D-1 PA HM FAA PA 7 314" 12/A6.5 I 11/A6.5 S8 • • • • • • • 023 1 11 AC, PR.EV.MLR 5, Ei, AL, CL11, SW1 I WALL SAFETY PADS ATTACHED TO DOOR 117.2 A1.2 • T- 2" T- 2" T- O" 1 3/4" RHR/LHR HM D-1 PA HM FAA PA 7 3/4" 12/A6.5 111A6.5 S8 • • • • • • 031 NDEH, DC-2, SW1 WALL SAFETY PADS ATTACHED TO DOOR 117.3 A1.2 • T- 2" T- 2" T- O" 1314" RHR/LHR HM D-1 PA HM F-IA PA 7 3/4' 12/A6.5 11IA6.5 S8 • 1 • I • 1 • • • 031 NDEH, DC-2, SW1 WALL SAFETY PADS ATTACHED TO DOOR 117A A1.2 • 3'- 0" T- O" 1 3/4" LH WD D-1 TR HM F-13 PA 4112" H3 J2, J5 S3 • • 303 117B.1 A1.2 • 2% 10" 2'-10" T- 0" 1 3/4" RHR-ACT HM D-1 PA HM F-1A PA 4 718" H3 J2 S1 SP • • I • • 414 OALR, SW1 WALL SAFETY PADS ATTACHED TO DOOR 117B.2 A1.2 I • 1 2'-10" 2'-10" T- 0" 1 3/4" RHR-ACT HM D-1 PA HM F-1A PA 4 7/8' H3 I J2 S1 SP • • • • 414 OALR, SW1 WALL SAFETY PADS ATTACHED TO DOOR 117C A1.2 • 2'-10" 2'-10" T- 0" 1 3/4" RHR-ACT HM D-1 PA HM F-1A PA 4 718" H5 J2 S1 11 SP • • • 1 • 414 OALR, SW1 WALL SAFETY PADS ATTACHED TO DOOR 117D A1.2 • 2'- 8" 2'- 8" T- O" 1 34' RHR-ACT HM D-1 PA HM F-IA PA 7 5/8' H3 J4 S1 • • 411 DS2, OALR, SW1 WALL SAFETY PADS ATTACHED TO DOOR 117E.1 A1.2 • T. 0" T- O" 1 3/4" RHR WD D-5 TR HM F11 PA 4112" J5 SIM. J5 S3 • • • • • 104 CLOT, SW1 117E.2 I Al2 • T- 0" 1 T- 0" T- 0" 1 3/4" 1 RHR/LHR WD D-5 TR HM F11 PA 41/2" J5 SIM. J5 S3 • • • • • 113 CLO1, SW1 118.1 A1.2 • T- 0" T- O" 2' LHR ALUM D-5 FL i ALUM F43 FL 41/2' 1 *' ' * S8 • • • I • • 007 AL, E1, NDEH, CL11, SW1 * * REFER TO FRAME ELEVATION FOR DETAILS 118.C1 A1.2 • T- 0' T- 0" 1 314" RHR WD D-1 TR HM FAA PA 7 518" H1 J4 83 1 • • • • • 105 118A Al2 • T- O" T- 0" 13/4" RH WD D-2 TR HM F-IA PA 7 5/8' H3 J2 57 1 • • • • 403 118E A1.2 • T_ O" T- 0" 13/4" LH WD D-1 TR HM F-1A PA 7 518" H7 J6 S3 • • 227 AR11. SWI 118C.2 A1.2 • T- O' T- O' 13/4" LHR WD D-1 TR HM F-1A PA 7518" H3 J4 S3 • • • • • 103 1 CLO1,SW1 119 A1.2 • T- 0- T- O" 1 3/4" LHR WD D-1 TR HM F-2 PA 4 718" H4 JI, J5 S7 • • 211 DS2, SW1 SIDELIGHT GLAZING TYPE G-4 119A A1.2 • T- O' T- O" 1 314" RH WD D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 S7 SP • • • • 404 SIDELIGHT GLAZING TYPE G-2 119B Al2 • T- 0" T- O" 13/4" LH WD D-1 TR HM F-2 PA 4 7/8" H4 JI, J5 S7 • • • 202 DS4, SW1 SIDELIGHT GLAZING TYPE G-2 120 A1.2 • 3'- 0" T- O" 13/4" RHR WD D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 S7 • • 224 AR06, DS2, SW1 SIDELIGHT GLAZING TYPE G4 185.1 A1.2 • T- 0" T- O" 1 314" LHR WD D-5 TR HM F-2 PA 1 4 7/8' H4 J1, J5 S3 • • • 701 sW1 LM, SIDELIGHT GLAZING TYPE G-2 18E2 A1.2 • T- 0° T- 2" 2" LHR ALUM D-5 FL ALUM F44 FL 1 41/2" * * * * S8 I • • 1 • • • • 003 AC, PR.ER.MLR 2, EI, AL, CL11, SW1 * * REFER TO FRAME ELEVATION FOR DETAILS, VIF HEIGHT 186.1 A1.2 • T- 8" T- 8" 8'-10" 1 3/4" RHRILHR WD D-5 TR HM F-1 PA 4 718' H4 1/A9.2 S7 • • I • • • • • 115 CL23, MH12, PPH POCKET PIVOT HINGE DOOR 187.1 A1.2 • T- O" S- O" T- O" 1 3/4" RHRILHR I WD D-5 TR HM F9 PA 41/2" J5 SIM. J1, J5 S3 • • • 703 CLOT, SW1 LM 187.2 A1.2 • 1 T- 0" T- O" 1 3/4" RHR WD D-5 TR HM F9 PA 41/2" J5 SIM. Jt, J5 S3 • • • 702 SW1 LM 187.3 A1.2 • T- O" T- 0" T- O" 2" RHRILHR ALUM D-5 FL ' ALUM F46 FL 41/2" * * * * S8 • • • • • 008 E1(2), AL, CL11, SW1 * * REFER TO FRAME ELEVATION FOR DETAILS 187.4 A1.2 • T- 0" 7'- 0" 2" RHR ALUM I D-5 FL I ALUM I F46 FL 1 41/2' * * '* S8 • OD • • • 002 AC, PR.ER.MLR 1, E1, AL, CL11, SW1 * * REFER TO FRAME ELEVATION FOR DETAILS 188 A1.2 • 3'- 0" 3'- 0" 7'- 0' 1 3l4" RH-ACT HM D-1 PA HM F-1A PA 7 5/8' H7 J6 S1 • • • • 232 CL05, OAL,(') SW1/SW3 189.1 A1.2 • T- 0" T- 0" 1 3/4" LHR WD D-5 TR HM F-2A PA 6 518" H8 J5, J7 S3 • • • 701 SWi LM, SIDELIGHT GLAZING TYPE G-2 189.2 A1.2 • T-0- T. 2" 2" LHR ALUM D-5 FL ALUM F44 FL 4112" * * * * S8 • • • I • • • 003 AC, PR.ER.MLR 2, E1, AL, CL11. SW1 ' * REFER TO FRAME ELEVATION FOR DETAILS, VIF HEIGHT 190 A1.2 • 2'- O" T- O" T- O" 1 3/4" LHR-ACT HM D-1 PA HM F-IA PA 7 3/4" 14/A6.5 13IA6.5 S8 • • • • • • 021 AC, EU.06.4PL, E1, CL13, DS2, OARR, SW1 LM PARTIAL SECOND FLOOR CONSTRUCTION PLAN - SOUTH 206 A1.3 • T- O" T- O" 1 314" LHR WD I D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 S7 • • 214 SIDELIGHT GLAZING TYPE G-4 207 A1.3 • T- O" T- 0" 1 3/4" RHR WD D-1 TR HM F-2 PA 4 718" H4 J1, J5 57 • • 214 SIDELIGHT GLAZING TYPE G4 208 A1.3 • T- O" T- O' 1 3/4" LHR WD D-1 TR HM F-2 PA 4 7/8" H4 J1, J5 87 • • 214 SIDELIGHT GLAZING TYPE G-4 209 A1.3 • T- 0" T- 0" 1314" RHR I WD D-1 TR HM F-2 PA 4 7/8' H4 J1, J5 S7 • • 214 SIDELIGHT GLAZING TYPE G4 REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 2 2/22/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 04 0 C U �* o 94 �:) � o �* = � w w Wv �" �;�a �D waA O r--iwzCn , w w�� C = "tt �* Ell* a� �D :; � o o H Z 9 a x Aft r,.11 , Illy `fT'-` "fl° n� �: . Z: 'A 1. 4+7n * - MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 IS60) 5 6 3 - 6 1 6 4 TITLE DOOR SCHEDULE AND TYPES DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A691 GLAZING LEGEND REVISIONS CONFORMED SET IG-1: G-1: %% MARCH 22, 2019 CLEAR FLOAT GLASS ;'; , INSULATING GLAZING - CLEAR 1 2119/19 BID SUPPLEMENT 1 IG-2: G-2: l j INSULATED FULLY -TEMPERED CLEAR FULLY -TEMPERED GLAZING - FLOAT GLASS CLEAR G-3: j, IG-3: SECURITY GLAZING - INSULATED SECURITY LAMINATED CLEAR GLAZING - CLEAR F7�G-4: CFr'I IRITV rI A71Nr _ I , I IG-4: 81711 1,11 1 .A„111u FULLY TEMPERED CLEAR INSULATED GLAZING o/ IG 1 G-1 LLI WITH APPLIED FILM FROSTED MP-1: IG-5: f / / / / / El INSULATED METAL INFILL o INSULATED GLAZING - IG-1 ` ,%IG-1 / IG-1 IG-1 IG-1 / IG 1 iG 1 IG-1 IG-1 / IG-1 PANEL / " SPANDREL / GLAZING NOTES d 1. REFER TO SPECIFICATIONS FOR INSULATED SECURITY rn rn rn rn COMPLETE GLAZING DESCRIPTIONS GLAZING - FROSTED / /IG-1 /// IG-1 ' ^TAT^ l /1 1 ^„T .1„ IG-1 IG-1 �;, IG-1 ` IG-1 �, Iu i 'u-' IG-1 / IG-1 C t'1 iVJCV 1 IVV. IG-1 / IG-1 / IG-1 / IG-1 /; IG-1 `i IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 1 IG-1 IG-1 IG-1 IG 1 IG-1 / PHASE 2 OF 5 ip co / / - ! IG-1 / co IG 1 IG-1 _ - IG-1 / IG-1 IG-1 IG-1 / IG-1 ;IG-1 IG-1 IG 1 IG-1 IG-1 IG 1 IG 1 IG 1 IG-1 - d M fJ M M N N N /' I i/ 1 % op a' oo G 3 %IG-3 / IG 3 1G 3 ! /IG 3 / /IG-3 i /IG-3 IG-3 IG 3 IG-3 IG-3 IG 3 M o /IG 3 IG-3 IG-3IG-3 IG 3 M IG=6: lG 6 IG-6 IG-6 1G 6 IG-fi' IG-6 1&6 1G-6 iG 6 IG.6 fG-6 i ;6 iG-6. IG 6 1G 6 ,. IG 6 - 36 ELEVATION 34 ELEVATION C 33 ELEVATION B 32 ELEVATION A N N G N O A6.3 1/4" = 1'-0" A6.3 1/4" = 1'-0" A6.3 1/4" = 1'-0" A6.3 1/4" = 1'-0" - zm � z N N N 15'-2" 15'-2" 2' 3" 5' 4" 5' 4" 2' 3" 2' 3" 5' 4" 5' 4" 2' 3" 29 ELEVATION B 28 ELEVATION A v^ V1 A6.3 1/411 = 1'-011 A6.3 1/411 = 1'-0" n 37'-10" 5'-4" i 1 1 1 1 �" 11 1 1 1 1 2 -7" 2'-0' 3 -4' 3'-4" � 3 -4' 3'-4 2'-0" � 3 -4 ;�� 3 -4" 3 -4" 2 -0" 2 -T - ao 32 A6.3 EQ EQ O °p � 34 A6.3 A6.3 34 E�36 `' OH A6.3 28 C? 28 A6.3 H 0 E) r,1 JI 33 33 SSG 90°OUTSIDE CORNER 29 SSG 900OUTSIDE CORNER- / A6.3 A6.3 A6.3 F53 5 O 51 50 � 35 FRAME TYPE O 31 FRAME TYPE o 30 FRAME TYPE o 27 FRAME TYPE W A A6.3 1/4" = 1'-011 A6.3 1/411 - 1'-011 A6.3 1/411= F-0" A6.3 1/411= 1'-011 IG-1 IG-1 IG-1 IG-1 ` o ��x / IG 1 / IG-1 / 1G-1 / IG-1 / IG 1 / IG 1 IG-1 '/ IG 1 `� IG 1 IG-1 `� METAL BOX LETTER SIGNAGE, C? TYP [� / ADHERED TO PANELS i G-1 ! j' IG-1 / IG-1 / IG-1 G-1 IG-1 T O con ; : t _ w n n n u u r�, u�r r� w r IG-1 _ IG-1 IG 1 IG-1 IG � MPawuu t MP-1 U � 6 v��-1 IG-1 O IG-3 / IG-3 � % IG-3 IG-3 o i � F___1 I --I _ IG-2 i IG-2 IG-2 i IG-2 IG-2 o IG 3 IG-3 IG-3 q IG-2 IG-2 0 • 0 Cl)M o TYP o IG 3 % IG-3 C? IG-3 IG-3 C' I 1 b C'3 I C3 00 0 o N o T N N I n I m IG-2 r; �` n co i I I 1 1G-2 IG-2 E-2i IG-2 IG 2 4 IG-3 IG-3 i IG-3 IG-2 IG-2 OP _� I A6.6 I IG-2 UT �X T A rTTll1�T 1D - UT UN T A rPTf %Xj A � TVD w 25 LLL VIA 111J1V _D 24 LLL V t-V 111J1V 1-i A6.6 A6.3 1/411 = 1'-011 A6.3 1/4" = 1'-0" a 20'-0" MO 6'-11" 6'-8" MO 10'-01, MO 12'-0" MO 4'-8" MO 4'-0" MO 4'-0" MO EQ EQ EQ EQ EQ EQ T-0" I 6-0 1/4" i, i, 3' °" I EQ I 3' 0" I, 6' 0" I, EQ 3 0 3 01/4� -- °O 194 187.3 187. 180. 180.1 24 A6.3 t l/ 25 lSSG 900OUTSIDE� A6.3 CORNER 1 26 FRAME TYPE F49 23 FRAME TYPE F48 22 FRAME TYPE F4 21 FRAME TYPE F46 20 FRAME TYPE o 19 FRAME TYPE 44 18 FRAME TYPE F43 17 FRAME TYPE F4 .... .. ,... Ann 1 1. n 1 1 -!I l A C O 11,111 1 1 !l 1 1 A G Q 1 l A t t 1 1 /\ l l AO Q 1/ A i t 1 1 (ill A F Q 1 l A 1 l 1 1 Aft A R Q I l A i l - i 1 (> l l 1/4" = 1'-0" H�� 1/41' = 1•-01" 1/4" = 1'-u 1/4 = i -v �J i/4 = 1 -v im/ ii4 _ -U ��� �/'+ _ -v = -v ALUMINUM CURTAIN WALL FRAME TYPES 1 AO ®CCC 2 IG-3* IG-3* r; IG-3* IG-3* c; m IG 3* IG-3* M IG-4 a - �- N ACAfvA C * AT ROOM 124D, O * AT ROOM 124B, * AT ROOMS 124C & 124E, N o j GLAZING TYPE TO BE IG-1 `" GLAZING TYPE TO BE IG-1 `" GLAZING TYPE TO BE IG 1 N f S� : �; °� w 2' 8" MO 6'-0" MO 6'-0" MO 6'-0" MO 4'-0" 4'-0" EQ 16 FRAME TYPES 15 FRAME TYPES 14 FRAME TYPE R 13 FRAME TYPES 12 FRAME TYP F8, A6.3 1 1A 11 _ 1 1 011 A6.3 1 1A 11 _ 1 1_011 A6.3 1 /d" = 11-1 1" A6.3 1 /d" = 1'-n,7 A6.3 1 / A 11 = 1 1-fill -� r �` /1 T-, T 1/`t 1 -V \-._._/ 1/T 1 -V / a.. . --_. i v `J i• i v ` ii L.4 i ,,v11 /. `l . 1 \� _./ V lulu ��-t� 2 7 PILON A6.5 A6.5 NELSON APPLIED FALSE MULLION APPLIED FALSE MULLION APPLIED FALSE MULLION APPLIED FALSE MULLION -APPLIED FALSE MULLION APPLIED FALSE MULLION APPLIED FALSE MULLION ,APPLIED FALSE MULLION . APPLIEID FALSE MULLION TYPICAL TYPICAL APPLIED FALSE AT BRICK AT CMU MULLION g R C H I T E C T S 30 JORDAN LANE /// // WET H� 60) i56 D,CT 61 66.4061 09 o % o IG-1 IG-1 1 TYPICAL IG-1 IG 1 5 % ' IG-1 IG-1 IG-1 IG-1 IG 1 IG 1 IG 1 IG-1 �_ IG-1 IG-1 � IG-1 IG-1 MCo. IG-1 IG-1 0 m IF71 M M A6.5 AT BRICK TYPICAL `'' IG-1 "' / ti 4 TYPICAL � TITLE L[1jG-1 Ti Tt AT cMuJ FRAME TYPES 1G-1 IG 1. IG h ICi 1' \ �, IG-A, 1,1 �, IG 1 IG 1 \ N /1G-1 IG- N G-1 IG 1 �„ // / IG 1 IG-1 c\, / C\l SIG-1, IG N N \ \ / \ A6. N N TYPICAL Op CP Op O, OP sb 90 OP _O. N N CV CV CV CV CV CV A6.5 N TYPICAL - - - - - -514�1 Mpl 11 - - - 61 °1� MO - - - - - - - - - - - - - 5 4 MO - - - 41.8�� MO - - 51�11 MO 8'-8" MO 0 5' 4" 5 41 5' 4" MO 6' 0" MO EQ EQ EQ EQ EQ 6 0' MO E.Q N 3'4- 3 4 4' 0 3'-4" 3-4�� 4'-0" EQ EQ � EQ EQ DATE 11/2/2018 o COPYRIGHT Cc) `V Moser Pilon Nelson Architects is N z F80 F79 FRAME TYPE F78 FRAME TYPE F77 FRAME TYPES FRAME TYPE F75 FRAME TYPE F74 FRAME TYPE F73 FRAME TYPE F72 FRAME TYPE F71 FRAME TYPE S DWG. NO. 11 FRAME TYPE to FRAME TYPE O 5 O g O, 6 5 4 3 2 1 s A6.3 1/411 = 1'-011 A6.3 1/411= F-0" A6.3 1/411 = 1'-011 A6.3 1/411 = 1'-011 A6.3 1/411 = 1'-011 A6.3 1/4" = 1'-011 A6.3 1/4" = 1'-0" A6.3 1/411 = 1'-011 A6.3 1/4" = 1'-0" A6.3 1/411= 1'-0" A6.3 1/4" = 1'-0 1 1 z ALUMINUM WINDOW SYSTEM TYPES A693 1G, REFER TO :TYPES STOP WITH :R-PROOF SCREWS DOR FRAME REFER TO HEAD DETAIL AT MULLION 1 1/2" = F-0" L SILL DETAIL 1 1/211 = 1'-011 DIM'W' ,LUM. STOREFRONT �YSTEM LOORING, REFER TO �CHNSITION THRESHOLD 1NISH FLOORING, IEFER TO SCHED. GWB ON METAL STUD PARTITION, REFER TO PLAN FOR TYPE CMU PARTITION, REFER TO PLAN FOR TYPE FRAME ANCHOR 1/2" SEALANT, TYP. H.M. FRAME, GROUT SOLID DOOR, REFER TO SCHED. JAMB DETAIL AT CMU / GWB 1 1/211 = 1'-011 I� WALL CONSTR. Ex BOND BEAM LINTEL, REFER TO STRUCT. DWGS. 1/2" 1/2" - SEALANT, TYP. `r H.M. FRAME, GROUT SOLID GLASS STOP WITH TAMPER -PROOF SCREWS GLAZING LOCATED ON IIF SECURE SIDE OF OPENING HEAD DETAIL AT CMU 1 1/2" = F-0" GLAZING LOCATED ON SECURE SIDE OF OPENING H.M. FRAME FINISH FLOORING, REFER TO SCHED. GLASS STOP WITH TAMPER -PROOF SCREWS K FRAME ANCHOR SEALANT, TYP. FLOORING, REFER TO SCHED. I I DIM'W' 1/2" SILL DETAIL 1 1/2" = F-0" GLAZING, REFER TO FRAME TYPE ELEVATIONS FOR TYPE GLASS STOP WITH TAMPER -PROOF SCREWS GALV. HM. DOOR FRAME, GROUT SOLID DOOR, REFER TO JAMB DETAIL AT MULLION 1 1/2" = F-0" D!� CONSTR. kL STUD BOX HEADER ANT, TYP. =RAME 3, REFER TO :D. HEAD DETAIL AT GWB 1 1/2" = F-0" T I I MATCH FRAME t WIDTH SILL DETAIL 1 1/2" = F-0" MRA -IAII DOOR, REFER TO SCHED. FINISH FLOORING, REFER TO SCHED. MARBLE THRESHOLD WITH BEVELED EDGES LVT FLOORING CMU WALL CONSTR. SAME ANCHOR ALANT, TYP. M. FRAME, GROUT SOLID DOR, REFER TO :HED. JAMB DETAIL AT CMU 1 1/2" = F-0" —GWB PARTITION, REFER TO PLAN FOR TYPE REFER TO PLAN FOR TYPE EFER TO SCHEDULE HEAD DETAIL AT GWB 1 1/2" = 1'4' r11AA ilAlt WALL CONSTR. BOND BEAM LINTEL, REFER TO STRUCT. DWGS. SEALANT, TYP. BULLNOSE CORNER H.M. FRAME, GROUT SOLID DOOR, REFER TO SCHED. HEAD DETAIL AT CMU 1 1/2" = F-0" DOOR, REFER TO SCHED. FINISH FLOORING, REFER TO SCHED. TILE FLOORING TRANSITION TRIM LVT FLOORING SILL DETAIL 1 1/2" = F-0" OR, REFER TO HED. ISH FLOORING, FER TO SCHED. SILIENT MOLDING ISH FLOORING, FER TO HED. SILL DETAIL 1 1/2" = F-0" MRA'%A11 GWB ON METAL STUD PARTITION, REFER TO PLAN FOR TYPE ;,MU PARTITION, REFER TO 'LAN FOR TYPE 3OND BEAM LINTEL, REFER 1­0 STRUCT. DWGS. SEALANT, TYP. H.M. FRAME, GROUT SOLID H.M. FRAME DOOR, REFER TO SCHED. HEAD DETAIL AT CMU 1 1/2" = F-0" DIM'W' GWB ON METAL STUD ARTITION, REFER TO PLAN FOR TYPE CMU PARTITION, REFER TO PLAN FOR TYPE BOND BEAM LINTEL, REFER TO STRUCT. DWGS. 1/2" SEALANT, TYP. d = H.M. FRAME, GROUT SOLID H.M. FRAME DOOR, REFER TO SCHED. HEAD DETAIL AT CMU 1 1/2" = F-0" DIM'W' 21 INSUL. LAMINATED GLAZING, REFER TO FRAME TYPES GALV. GLASS STOP WITH 1/2 TAMPER -PROOF SCREWS GALV. H.M. DOOR FRAME, GROUT SOLID DOOR, REFER TO SCHED. 8" CMU WALL CONSTR. 8" BOND BEAM LINTEL, REFER TO STRUCT. 1/2" DWGS. SEALANT, TYP. H.M. FRAME, GROUT SOLID H.M. FRAME DOOR, REFER TO �_SCHED. HEAD DETAIL H1 HEAD DETAIL AT CMU 1 1/2" = F-0" A6.4 1 1/2" = F-0" FLOOR FINISH AS SCHEDULED DOOR, REFER TO SCHED. WEATHERSTRIPPING ALUMINUM/HM THRESHOLD WITH THERMAL BREAK, SET IN MASTIC DOWEL CONC. PAD TO FLOOR SLAB CONCRETE PAD. 1" RIGID INSUL. SILL DETAIL 1 1/2" = F-0" GLAZING LOCATED ON SECURE SIDE OF OPENING H.M. FRAME FINISH FLOORING, REFER TO SCHED. GLASS STOP WITH TAMPER -PROOF SCREWS i—FRAMEANCHOR SEALANT, TYP. FINISH FLOORING, REFER TO SCHED. SILL DETAIL 1 1/2" = F-0" DOOR, REFER TO SCHEDULE CLOSER TRACK METAL STUDS HOLLOW METAL FRAME JAMB DETAIL AT GWB 1 1/211 = F-0" n111A 4AP SILL DETAIL 1 1/2" = F-0" SILL DETAIL 1 1/2" = F-0" OR, REFER TO HED. ISH FLOORING, FER TO HED. DOOR, REFER TO SCHED. H.M. FRAME CONC. SLAB ON GRADE RESILIENT MOLDING FINISH FLOORING, REFER TO SCHED. B ON METAL STUD 3TITION, REFER TO IN FOR TYPE J PARTITION, REFER TO IN FOR TYPE ►1�1 Qmmley \LANT, TYP. ME, GROUT SOLID EFER TO _JAMB DETAIL AT CMU / GWB 1. 1/211= 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 0 L/1 Q o � w W W F U � w�A z � o � o N � a a x a `OF G01411v Jp1CAN c ��j�r, On MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL CONSTR. " WALL CONSTR. WALL CONSTR. FRAME DETAILS FRAME ANCHOR i FRAME ANCHOR METAL STUD BOX JAMB 112" 1/2" 1/2" SEALANT, TYP. SEALANT, TYP. SEALANT, TYP. 0 1/2" �* z N H.M. FRAME, GROUT SOLID z _ H.M. FRAME BULLNOSE CORNER GLASS STOP WITH e �.�FRAME ANCHOR DATE 11/2/2018 �� TAMPER -PROOF SCREWS H.M. FRAME, GROUT SOLID GLAZING LOCATED ON DOOR, REFER TO DOOR, REFER TO SCHED. COPYRIGHT (c) SECURE SIDE OF OPENING SCHED. Moser Pilon Nelson Architects A )A DWG. NO. JAMB DETAIL AT CMU 1 1/2" = F-0" JAMB DETAIL AT CMU 1 1/2" = F-0" JAMB DETAIL AT GWB 1 1/2" = F-0" A6*4 WOOD FIBER TYPICAL WINDOW MULLION 3" = 1'-0" ACOUSTICAL PANEL , •-- p -- -- �777.17 7 CMU BACKUP WALL CMU BACKUP WALL �``� /� CONSTR. TYPE W13 CONSTR. TYPE W10 - 4" BRICK VENEER CMU BACKUP WALL CONSTR. TYPE W10 - AIR SPACE j - 4" NOMINAL BRICK - - - - - - - - - - - - -i .f ?` - 4" NOMINAL BRICK VENEER - MASONRY ANCHORS i VENEER ( - ;' / AT 16' OC MAXIMUM - AIR SPACE 1 t - AIR SPACE - 3" RIGID INSULATION I 1 - MASONRY ANCHORS 1 I - MASONRY ANCHORS AT 16" OC - CONTINUOUS AT 16" OC MAXIMUM MAXIMUM FLUID -APPLIED AIR I t t - 3" RIGID INSULATION t t _ 3" RIGID INSULATION BARRIER 1 1 - CONTINUOUS 1 t CONTINUOUS FLUID -APPLIED AIR - 12" NOMINAL CMU 1 BARRIER 1 FLUID -APPLIED AIR - . _ , •. .. : � :-; :-., -•._ ' -. .- : - " - I BACKUP WALL - - :. A. BARRIER 1 - 8" NOMINAL CMU BACKUP WALL INTERIOR FINISH AS 1 1n1 rcolnD CIn11OU AC 01-Ur-I i II Cll - 8" NOMINAL CMU - IN 1 E1110 1 1 11V1V1 1 IILVIILLV SCHEDULED t - t I t I BACKUP WALL 1 t BULLNOSE CORNER BRICK VENEER SOLDIER t 1 - INTERIOR FINISH AS t I 6 I SCHEDULED �� 1, - _ f' 1 A5.1 COURSE ABOVE BRICK LINTEL >' 1, f I SEALANT t 1 � t - . ' -. • - 1 --•-� �.,,.• BRICK WEEP 1 CONTINUOUS FLUID APPLIED AIR BARRIER FRAME ANCHOR 'r`:.:.- :►; 1 - 1 CMU BOND BEAM I _. - r� �. I. ! i CMU BOND BEAM t < �>C LINTEL I 1- t — — — ---- ---- 1 :I' ~ HOLLOW METAL DOOR f c--: ;! • � ~�.. 1 I 1 SEALANT / FRAME HOLLOW METAL DOOR FRAME SEALANT 1 I 1 SEALANT I �. • - CONTINUOUS FLUID APPLIED '' STEEL ANGLE LINTEL, PAINTED AIR BARRIER rt HOLLOW METAL DOOR,METAL HEAD FLASHING --- SEE DOOR SCHEDULEif A5.1 HM HEAD AT BRICK RETURN 3" = F-0" RRl('.V AAAAR RFYr1Nr1 ALUMINUM Z 0 WINDOW SILL o a w O w z0 2x WOOD BLOCKING w Cr BAST STONE TYPE D PINNED TO ADJACENT PIECES WITHIN THE VERTICAL JOINTS 3 A5.1 SIM SHIM AS REQUIRED S/STL SILL PAN FLASHING CMU BACKUP WALL CONSTR. TYPE W13 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 12" NOMINAL CMU BACKUP WALL - INTERIOR FINISH AS SCHEDULED CONTINUOUS FLUID - APPLIED AIR BARRIER TYPICAL GYMNASIUM WINDOW SILL 3" = F-0" r - 4" NOMINAL GROUND FACE CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" GWB - INTERIOR FINISH AS SCHEDULED /—SOLID SURFACE WINDOW STOOL BELOW —BATT INSULATION INFILL 5/8" GWB CLOSED-CELLBPBAY FOAM_ INSULATION, R-15 MIN. —2x WOOD BLOCKING --CAULK SHIM AS REQUIRED IJ141u�ILl�1�� � ll►I�Z�� i Jlllli!I. �= MENIBRANf-_FLASHING 1, REFER TO VATION FOR TYPE a ° ° �` -BACKER ROD AND SEALANT 44 d$ ALUMINUM CLOSURE, MATCH "' 'LIED MULLION, 4° WINDOW FRAME FINISH' ISH TO MATCH a 4ME a SEALANT' a _ AIR BARRIER, RETURN INTO.JAMB JMINUM FRAME ` CAST STONE SILL BELOW POND TYP WINDOW FALSE MULLION 4 TYP WINDOW JAMB AT CMU VENEER 3" = 1'-011 A -5 311 = 11-011 DOOR, SEE SCHEDULE HM JAMB AT BRICK RETURN 3" = 1'-011 5" 1'-3° HOLLOW METAL DOOR FRAME DOOR ,SEE DOOR SCHEDULE 4" BRICK VENEER AIR .qPAr;F - MASONRY ANCHORS AT 16" OC j MAXIMUM - 3" RIGID INSULATION i - CONTINUOUS FLUID -APPLIED AIR BARRIER - IZ" INUMINAL U MU BACKUP VVALL / - INTERIOR FINISH AS SCHEDULED CONTINUOUS FLUID -APPLIED AIR BARRIER I _ CMU BOND BEAM I_. • ° -;a I LINTEL °- 1 ',4 CAS I S T UNE I YPE E I a x .. 1 ° ° .a I A5.1 SIM ° .q ° 1 2x WOOD BLOCKING 1 , ° 1 BACKER ROD - �� ANDSEALA T ----- -- --- - —METAL HEAD FLASHING - - BACKER ROD AND SEALANT SHIM AS REQUIRED ALUMINUM I 5" WINDOW HEAD TYPICAL GYMNASIUM WINDOW HEAD 3" = 1'-0" BRICK JAMB BEYOND \ ALUMINUM WINDOW \ - - - - SILL C C \ / 5" 3 C SEA ANTS ('- - ------- SOLID SURFACE\ I I 2x10 WOOD BLOCKING STOOL- 1/4"/ 1' 0" I 2x WOOD BLOCKING 1110, a. CAST STONE SILL ° d ° I PINNED TO ADJACENT a I PIECES WITHIN THE VERTICAL JOINTS 1: I SHIM AS REQUIRED CD 1-METAL SILL PAN FLASHING CAST STONE TYPE A > / J �41/2" 7 CLOSED -CELL SPRAY FOAM INSULATION, R-15 MIN. STUD BACKUP WALL CONSTR. TYPE W20 1 1" V-2" TYP WINDOW SILL AT BRICK VENEER 3" = 1'-0" TYP HOLLOW METAL HEAD AT BRICK 3" = 1'-0" V-2" ALUMINUM WINDOW SYSTEM SILL 1 i CAST STONE SILL 1 PINNED TO ADJACENT t PIECES WITHIN THE I VERTICAL JOINTS t j S/STL SILL PAN I FLASHING t 1 1 CAST STONE TYPE C CLOSED CELL SPRAY APPLIED FOAM INSULATION, R-15 MIN. CONTINUOUS SPRAY - APPLIED AIR BARRIER STUD BACKUP WALL CONSTR. TYPE W20 TYP WINDOW SILL AT CMU VENEER 3" = F-0" 1" I V-2" CONSTR. TYPE W20 -2x WOOD BLOCKING COLD FORMED AIR BARRIER, METAL FRAMING i RETURN INTO BOX BEAM, JAMB FILLED WITH BRICK VENEER BATT INSULATION- SOLDIER COURSE -- -� ABOVE BRICK LINTEL 1 5 t A5.1 1 I 1 1 1 ' GROUT, TYPICAL 1 1 THREADED ROD, 1 TYPICAL t FIELD POINTED 1 CAULK 1 S/STL HEAD z I O FLASHING o¢ ROLLER ` 3: J O w SHADE` BACKER ROD AND z o ` SEALANT I� . w SHIM AS REQUIRED Lu /8" G ALUMINUM CEILING, REFER TO 5" i WINDOW HEAD PLANS FOR TYPE TYP WINDOW HEAD AT BRICK VENEER 3" = 1'-011 4" BRICK VENEER AID QDAr`C CAST STONE BELOW CONTINUOUS FLUID APPLIED AIR BARRIER RECESSED BRICK JAMB HOLLOW METAL DOOR FRAME SEALANT IMPACT PROTECTION WALL PADS TYP HOLLOW METAL JAMB AT BRICK 3" = F-0" 1 " 1'-2" I' Ij STUD BACKUP WALL CONSTR. TYPE W21 1 a G d ° ° ° d° ° _ I COLD FORMED METAL FRAMING BOX BEAM, FILLED WITH BATT INSULATION t -° 1 CAST STONE TYPE E i 1 a 1 I d4" :. a 2x WOOD BLOCKING . 4: 1 5/8" GWB 7 I I S/STL HEAD o ICAULK-J' FLASHING C) 5> ROLLER o w \ SHADE ` o 0 0 0 —CEI ING _FE SHIM AS REQUIRED w LU TO LANS 'OR ALUMINUM ITYF E I WINDOW HEAD 5" TYP WINDOW HEAD AT CMU VENEER 3" = F-0" r - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16" OC MAXIMUM - 3" RIGID INSULATION - CONTINUOUS FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM - 5/8" GWB - INTERIOR FINISH AS SCHEDULED - - 10 8" d- ,SOLID SURFACE WINDOW STOOL BELOW CLOSED -CELL SPRAY FOAM INSULATION, R-15 MIN._ _2x WOOD BLOCKING _-5/8 GWB _---BATT INSULATION INFILL CAULK -ALUMINUM WINDOW JAMB MEMBRANE FLASHING AIR BARRIER, RETURN INTO JAMB SHIM AS REQUIRED BACKER ROD AND SEALANT RECESSED BRICKJAMB CAST STONE SILL BELOW TYP WINDOW JAMB AT BRICK VENEER 3" = 1'-011 REVISIONS CONFORMED SET MARCH 22, 2019 S T!1 I E PROJECT IVU. 132-0089 N PHASE 2 OF 5 �•� 4 r ON N 1 : Z ',� �! ? MO SER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FRAME DETAH.S DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A695 REVISIONS CONFORMED SET MARCH 22, 2019 ° STUD BACKUP WALL CONSTR. TYPE W21 ed STRUCTURAL STEEL COLUMN, PAINTED SOLID SURFACE STOOL BELOW ° 5/8" GWB ° a 2x WOOD BLOCKING CAULK Q ALUMINUM STOREFRONT SYSTEM JAMB ° AIR BARRIER, RETURNINTO JAMB SELF-SEALING MEMBRANE ° FLASHING BACKER ROD 5/8" AND SEALANT CAST STONE SILL BELOW ALUMINUM CLOSURE, MATCH FRAME 2, 0 FINISH SEALANT STOREFRONT JAMB AT GROUND FACE CMU N6.6 f 3" = 1'-011 5" /—IGU, REFER TO ELEVATION FOR TYPE /—MULLION BEYOND FACE OF CMU BEYOND .,—ALUMINUM STOREFRONT SILL STONE SILL 6" CAULKING SOLID SURFACE STOOL CAULKING —� 11 S/STL SILL PAN FLASHING WALL BASE, REFER TO SCHEDULE FOR TYPE a "- "< : CONCRETE FOUNDATION, REFER TO e d STRUCTURAL DRAWINGS 1 FIRST FL + °° al I- -14 ° ° STOREFRONT SILL AT CURB 3" = F-0" PAINTED STEEL COLUMN BEYOND — CAULK 5/8" GWB 2x WOOD KOCKING- STEEL FRAMING AND ANGLE, REFER TO STRUCTUR L DRAWINGS 1 CLERESTORY SILL DETAIL 3" = F-0" d- ALUMINUM STOREFRONT SILL AIR BARRIER, RETURN INTO SILL ALUMINUM SILL PAN FLASHING CONTINUOUS METAL HOOK STRIP SEALANT ALUMINUM COMPOSITE MATERIAL CONTINUOUS FLUID -APPLIED LAIR BARRIER VERTICAL ZEE FRAMING 2a TOS LOW ROOF 16'-4" 45 3 5/8" I CAULK SOLID SURFAC E STOOL WOOD SHIM CMU BOND BEfiM, REFER TO STRUCTURAL DRAWINGS 1'-4" ALUMINUM STOREFRONT SILL r �� illl■■■■L III■■■■� ♦ 1l;�rrrr� .I it WIN I■■■■■1 / ii■■■■■N]MENNEN .. STOREFRONT, SILL 3" = F-0" CONSTR. TYPE W 10 CONTINUOUS SPRAY -APPLIED AIR BARRIER [-•TA J 1 r_ fl flll If nT 1'Aj I H I C I-'Y1VJli C1 IVV. 132-0089 N PHASE 2 OF 5 0 0M w O �+ Q � o WWI WF � w�A o x�E � o o � H V1 a a x a �ACA/V p�-.: '�*t 0 A.R. MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FRAME DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. LT-11111- 2 23'-111/2" NOTE: u ANY SUPPORTS FOR MECHANICAL EQUIPMENT, LIGHTING, UNISTRUT, ETC., ARE TO BE FIRE GWB-04 CAULKED WHERE THEY PASS THROUGH THE 1 HR RATED RATED HORIZONTAL PANEL ASSEMBLY HORIZONTAL PANEL A71 '—UNISTRUT GRID k7l 7 bo dr a Cl S4 CEILING AS SCHEDULED, SUPPORTED BY UNISTRUT :)TR6T GRID BELOW RATED HORIZONTAL PANEL C? NORTH STAIR FS2020 r � -t 1 Lu % - - - - - - L9 <C ;z GWB SOFFIT- -/W� CEILING AS SCHEDULED—/ NORTH STAIR FS 1021 C/) cc w cn < w NORTH STAIR - SECTION 1/411 = F-011 NOTE: ANY SUPPORTS FOR MECHANICAL EQUIPMENT, LIGHTING, UNISTRUT, ETC., ARE TO BE FIRE GWB-04 8 CAULKED WHERE THEY PASS THROUGH THE 1 HR RATED RATED HORIZONTAL PANEL ASSEMBLY HORIZONTAL PANEL A7 UNISTRUT GRID r lH \-F I I IF S4 23 \-CEILING AS SCHEDULED, 11.4 SUPPORTED BY UNISTRUT GRID BELOW RATED HORIZONTAL PANEL r7 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS I NORTH STAIR MU STEEL TUBE, PAINTED, REFER TO STRUCTURAL DRAWINGS 2 SECOND FLOOR F� 14#-Olv 11 D31 A7.4 A7.4 S2 > FF1I IGWB SOFFIT--� co1 1 K T Y _A7. -4 7 Lu U) 7 fr_ _j CD r5 -N < VA7.41 Lu Cl) 71, NORTH STAIR t 1 FS 1021 4- INACCESSIBLE SPACE UNDER 1 FIRST FLOOR OIL oil 1 I 1E1 I M V5.6j co 1I M1 1 1-1 1 1-1 1 1—l I I 1 1 II I I- TI-1 11-111-111-111-111- DID K NOTE: ANY SUPPORTS FOR MECHANICAL 5 GWB-04 EQUIPMENT, LIGHTING, UNISTRUT, ETC., A7.1 1 HR RATED ARE TO BE FIRE CAULKED WHERE THEY HORIZONTAL rANEL PASS T UNISTRUT GRID-,, A_i F HROUGH THE RATED HORIZONTAL PANEL ASSEMBLY 13 -13 0 CEILING AS SCHEDULED, SUPPORTED Y UNISTRUT GRID BELOW FATED SOUTH HORIZONTAL PANEL STAIR FS-20-11 A7 4 Sim. 6P-P.-RD. ;J U) p U-1 cf) ZD Lu !1 00 SOUTH STAIR (T'Yp FS _10 11 cc: Lu Cf) _j SIM. OP4. HID. PAINTED GUARDRAIL AND HANDRAIL SOUTH STAIR - SECTION NORTH STAIR - SECTION 1/4" = F-O" KK i 2 SECOND FLOORd--� 141-0" 1 FIRST FLOOR OII D NOTE: ANY SUPPORTS FOR MECHANICAL EQUIPMENT, GWB-04 LIGHTING, UNISTRUT, ETC., ARE TO BE FIRE 1 HR RATED CAULKED WHERE THEY PASS THROUGH THE HORIZONTAL PANEL I RATED HORIZONTAL PANEL ASSEMBLY r--UNISTRUT GRID '--CEILING AS SCHEDULED, SUPPORTED BY UNISTRUT GRID BELOW RATED HORIZONTAL PANEL C? SOUTH f3( STAIR FS 2-0-11 i"D -- -- -r -I- 1 \. 9 7 2 SECOND FLOOR 1.\`` .. -- � A7.4 — - — — 141-011 C0 �Tuj co ;* < 7 co C3 00 r STEEL PAN STAIR uj co SOUTH STAIR m FS-1 071to Q UJI 1 FIRST FLOOR Oil SOUTH STAIR - SECTION T GWB-04 1 HR RATED NORTH STAIR - SECTION 1/4" = F-O" 16 6 A7.1 UNISTRUT GRID - SOUT STAIR:, Fs- 2-0-11 S IA. 7 14 ,7.1 GWB-04 —1 HR RATED HORIZONTAL PAN L CEILING AS SCHEDULED C p I V4_ 6'-0" C.0 U N:\� HANDRAIL GUARDRAIL AT CURT AINWALL -­,, stm 5 '�_ I (0 L2 AV T-1 1/4" T-81/4" 9'-2" I 1 10 TREADS AT 11" z) NORTH STAIR - SECOND FLOOR PLAN 1/4" = F-O" 6-9 1/4" 23-111/2" 12 TREADS AT 11 - — — — — — — — — --- 7� — - — — — — — — — — 8 41 IN, CCIESSIBL� zo oc I SPACE BELOW STAIR 61-13/811 U, HANDRAIL -4,A7.1/ OP S3 =--Zz __z 2 SECOND FLOOR BELOW FIRST 14 FLOOR cc A7.1 i <0 co n --I [UP NORTH STAIR I U I I FS_ 1-0-21 - - - - - - - - - - 5 —45.10 my- , TF A uffl 11'-6 1/8" 4'-7" T-1 0 3/8" 5TREADS AT11" I' '%Tt-%T"%rT-1-TT nrT1 A TT-1 FIR Cl rT' FLOOR Z� T� PLAIN rNT A X T IN UK 1171 3 1 AM - r i ri_.kjkjK YEAIN \, � �-1 1/4't = 11-011 1 FIRST FLOOR OII 2 SECOND FLOOR �GUARDRAIL (0 cc 4 P� Lu A-0 Cf) or_ __j Z:) 0 ui co C/) A7 cc Lu SOUTH STAIR 0�1 10 Cm 0 Lu AT 1 FIRST FLOOR A-, off \_1w SOUTH STAIR - SECTION (DD T26'-3 3/4" 1 C.0 cc: 00 HANDRAIL DN CO SOUTH Lu STAIR FS2011 J 7, 77 T20 I 6'-5" T-1 1/4" 12'-91/2" 7 TREADS at 11 4 SOUTH STAIR SECOND FLOOR PLAN REVISIONS CONFORMED SET MARCH 22, 2019 S I A I I= r Hu ma I NI. u. 132-0089N PHASE 2 OF 5 47.1 1/411 = 11-011 DD AA.3 I 26-3 3/4" KK 13'-9" MO SER 15 TREADS AT 11 14 PILON - — — — — — — —1 7--r- T_ SPRINKLER R r RISER ANDNELSON CONTROL A R C H I T E C T S ASSEMBLY 30 JORDAN LANE co W E T H E R S F I E L D, CT. 06109 1 i INACOESdIBLE' IC I :(8 6 0) 5 6 3 - 6 16 4 i B�LOV STAIRi C? _j P HANDRAILI :if A7.1 TITLE 101. II I I I I I I I I I I I _L L.%i4 40 1 TF STAIR PLANS AND T--1 — — — — — — — — -- SECTIONS 6-5 5/8 i 113-55/8 11 6-4 1 IT 6 N SOUTH STAIR AT`l FS _I0_1 I t ------------ -------- L -------------- 77 DATE 11/2/2018 111ril FF - COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. I A7.1 SOUTH STAIR FIRST FLOOR PLAN A%.1 BPI 1/4" = 1'-0" A7.1 1/4" = 1'_01' \, �-1 1/411 = F-011 A7.1j 1/4" = 1'-0" GENERAL MEDIA CENTER CORRIDOR MUSIC 104 1 Fl-82-1120 17 16 A9.1 A9.1 1 , '1a_UPPER FIRST FLOOR r6, VARIES 1 FIRST FLOOR III -III '1 1�f=1 I I 1 I I=1 1 7- 11 1 I I r CORRIDOR 182 SECTION 1/4" = 1'-0" 0 0 N N O N E z U 2 O z 0- CORRIDOR 182 SECTION 1/4" = F-0" 26.6 29.3 b PLATFORM FLOOR 3'41 '�?r JPPER FIRST FLOOR_ I i PLATFORM ACCESS RAMP SECTION F 1/4" = F-0" 26.6 O _ 1 b PLATFORM FLOOR — — 3,_4„ 1a UPPER FIRST FLOOR d-, PLATFORM ACCESS RAMP SECTION C 1/4" = 1'-0" 26 I CAST IN PLACE C NCRETE STAIR - C/)' C?� _ 1 b PLATFORM FLOOR uj 1a UPPER FIRST FL00 II�II—IiI II lI1—:EiIII�II II PLATFORM ACCESS STAIR SECTION 1/4" = F-0" 26 26.6 �I INSTRUMENTAL MUSIC AND PLATFORM 4'-0" TYPICAL `4 t�► II'j�7,'i■;�jii`!1, i � i j I I .. � i Ili UPPER FIRST FLOOR_ 1'-4" _ 1 FIRST FLOOR o CORRIDOR 182 PLAN I /a„ _ I ,-(I„ 1 / — — 1 V PLATFORM ACCESS 118C " ll 1 b PLATFORM FL00R 1a UPPER FIRST FLOOR PLATFORM ACCESS RAMP SECTION E 1/4" = F-0" PLATFORM ACCESS 118C 26.6 T PLATFORM ACCESS 1/4" = F-0" IUMENTAL SIC AND kTFORM 118 lb PLATFORM FLOOR 31-4" 1 1 1 i n 1 1DDC0 CIDQT m nnm 1 ICU[ y[ I Lr1 I � Viol FLUUn —1—Y- — — — RAMP SECTION B PLATFORM ACCESS STAIR AND RAMP PERSPECTIVE 8 A8.4 7 6 n �J lb PLATFORM FLO.OR � 3'-4" '-F 1a UPPER FIRST FLOOR gf--� 1'-4" I I I PLATFORM ACCESS RAMP SECTION D rRUMENTAL USIC AND LATFORM 118 lb PLATFORM FLOOR 3'-4" i UPPER FIRST FLOOR Aj-� „ — — — 1,_4� -� FLAT' URM ACCESS RAMP SECTION A 1/4" = 1'-0" PLATFORM ACCESS STAIR AND RAMP PLAN REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 ED MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE STAIR AND RAMP PLANS AND SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A7*2 1/4" = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 STEEL FLAT BAR / SIDE RAIL, } PAINTED F- I F- cc to N o/Af11AAACTCO � J/`t VI/'11VIC I CR T � I ii' � STEEL BAR RUNGS, PAINTED - GENERAL STORAGE I 202 61 / to to 2'-6" CLEAR —ROOF HATCH WITH o ,f GUARD RAIL —TELESCOPING LADDER I /,o'er SAFETY POST 2c TOS UPPER ROOF OIL 27'-4'-4" F ORRIDOR 282 2 FLOOR 14'-011 ROOM 202 ROOF LADDER 1/4" = F-0" 1 b PLATFORM FLOOR 3'-4-4 f 1 a UPPER FIRST FLOG 1'-4" EXTERIOR RAMP SECTION 1/4" = F-0" CORRID 282 5 A81 L _ GENERAL v — — ' — 22 STORAGE i 202 M r - 2' 6, , R F A7.3 PROVIDE BLOCKING WITHIN PARTITION AT T LADDER SUPPORTS PARTIAL ROOM 202 PLAN 1/4" = 1'-0" PLATFORM FLOOR 3'-411 1 PPER FIRST FLOOR h_ 2 SCREEN WALL A4.9 r t ROOF HATCH WITH GUARD RAIL i I TELESCOPING LADDER SAFETY POST— _. _ _ I I I i 1 I I STEEL FLAT BARI SIDE RAIL, PAINTED CV I I 3/4" DIAMETER i STEEL BAR •� RUNGS, PAINTED CUSTODIAL 61/2" STORAGE 166 2'-6" CLEAR r _ 2a TOS LOW ROOF I� cc 0 o u'3 U) J w w PPER FIRST FL00� 1'-4,1 ROOM 116 ROOF LADDER ROOM 116 PLAN 1/4" = F-0" \A7.31/4" = 1'-0" Eli 1 EKIUK KAIVIY 31 1&, I WIN 1/4" = F-0" 24'-0" Q � AMP=1:1 T-4" I, 2'-7 3/8" TFORM FLOOR d--� 3'-4" \4F FIRST FLOOR `F 1'-411 QTATC OOn IC('T Kin O IrAI L_ I-fIVJ LV I IVV. 132-0089 N PHASE 2 OF 5 �OJ(�1CANiG 9 0 A LY,e LAIOSEi PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE RAMP PLANS AND SECTIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 09 2 EXTERIOR RAMP SECTION A7.3 1/4" = F-0" 1 EXTERIOR RAMP PLAN A7.3 1/411 = 1'-011 A793 REVISIONS CONFORMED SET MARCH 22, 2019 HANDRAIL' nninrrrn RETURN T( STEEL CH/ STRINGER. RUBBER FI AT LANDIN 9 TYPICAL BOTTOM OF STAIR DETAIL 9 A7.4j 1 1/2" = F-0" TYPICAL TOP OF STAIR DETAIL 1 1/2" = F-0" GENERAL NOTES: 1. AT INTERIOR LOC 2. AT EXTERIOR LOC,, , 1 1/2" SCHEDULE 40 STEEL PIPE (1.900" O.D.) GUARDRAIL 1 1/4" SCHEDULE 40 STEEL PIPE (1.660" O.D.) TOP RAIL 1" SCHEDULE 40 STEEL PIPE (1.315" O.D.) HANDRAIL WHERE NOTED, TYPICAL PIPE HANDRAIL BRACKETS ATTACHED TO POST, TYPICAL 1/2"x1/2" STEEL SQUARE BAR PICKETS AT 4" OC MAXIMUM 1 1/2" SCHEDULE 40 STEEL PIPE (1.900" O.D.) POSTS WELDED TO STRINGER AT 4'-0" OC MAXIMUM 1 1/4" SCHEDULE 40 STEEL PIPE (1.660" O.D.) BOTTOM RAIL TERMINATE HANDRAIL AT FLOOR ESCUTCHEON PLATE, TYPICAL LINE OF FLOOR FACE OF RAMP / WALL CAST SLEEVE IN CONCRETE AND SET POSTS IN EPDXY GROUT -ED, =D G AT UARDRAIL, PAINTED ANDRAILS WITH RACKETS, PAINTED, ERMINATE AT LOOR, TYPICAL TEELCHANNEL TRINGER, PAINTED UBBER TREAD AND ISER COVER TYPICAL TOP OF STAIR DETAIL 1 1/2" = F-0" 1 1/2" SCHEDULE 40 STEEL PIPE (1.900" O.D.) GUARDRAIL 1 1/4" SCHEDULE 40 STEEL PIPE (1.660" O.D.) TOP RAIL 1" SCHEDULE 40 STEEL PIPE (1.315" O.D.) HANDRAIL WHERE NOTED, TYPICAL PIPE HANDRAIL BRACKETS ATTACHED TO POST, TYPICAL 1/2"x1/2" STEEL SQUARE BAR PICKETS AT 4" OC MAXIMUM 1 1/2" SCHEDULE 40 STEEL PIPE (1.900" O.D.) POSTS WELDED TO STRINGER AT 4'-0" OC MAXIMUM 1 1/4" SCHEDULE 40 STEEL PIPE (1.660" O.D.) BOTTOM RAIL TERMINATE HANDRAIL AT FLOOR ESCUTCHEON PLATE, TYPICAL STEEL CHANNEL STRINGER LINE OF TREAD / LANDING 3 AT4 r 1 O 1 1 i I_ 1 GUARDRAIL, PAINTE ALUMINUM CURTAIN SYSTEM STEEL CHANNEL — STRINGER, PAINTED RUBBER FLOORING CONCRETE FILLED STEEL PAN STAIR AND LANDING GUARDRAIL AT LANDING DETAIL 1 1/2" = F-0" TYPICAL STAIR LANDING DETAIL 1 1/2" = F-0" V SCHEDULE 40 STEEL PIPE (1.315" O.D.) HANDRAIL WITH ENDCAPS STEEL WALL BRACKETS AT 2'-0" OC MAX. ANCHORED TO WALL FACE OF WALL GENERAL NOTES: 1. AT INTERIOR LOCATIONS, STEEL TO BE PAINTED 2. AT EXTERIOR LOCATIONS, STEEL TO BE GALVANIZED JARDRAIL, PAINTED STATE PROJECT NO. 132-0089 N ADRAILS, PAINTED PHASE 2 OF 5 'EEL CHANNEL 'RINGER, PAINTED JBBER FLOORING LANDING CONCRETE FILLED STEEL PAN STAIR AND LANDING TYPICAL LANDING DETAIL 1 1/2" = F-0" CONC STEEI ANDL )RAIL, PAINTED SAIL BRHCKE T , :D, TYPICAL SAILS, PAINTED, NATE AT FLOOR :R TREAD/RISER COVER, I TO FINISH SCHEDULE CHANNEL aER, PAINTED =ALED ANCHOR TO kS REQUIRED TYPICAL BOTTOM OF STAIR DETAIL 1 1/2" = P-0" ra CV M 1 1/2" SCHEDULE 40 STEEL PIPE (1.900" O.D.) GUARDRAIL 1 1/4" SCHEDULE 40 STEEL PIPE (1.660" O.D.) TOP RAIL 1" SCHEDULE 40 STEEL PIPE (1.315" O.D.) HANDRAILS WHERE NOTED 1/211x1/2" STEEL SQUARE BAR PICKETS AT 4" OC MAXIMUM, TYPICAL 1 1/2" SCHEDULE 40 STEEL PIPE (1.900" O.D.) POSTS AT 4'-0" OC MAXIMUM 1 1/4" SCHEDULE 40 STEEL PIPE (1.660" O.D.) BOTTOM RAIL GENERAL NOTES: 1. AT INTERIOR LOCATIONS, STEEL TO BE PAINTED 2. AT EXTERIOR LOCATIONS, STEEL TO BE GALVANIZED 3. REFER TO PLAN FOR HANDRAIL LOCATIONS OD (V M pl CA �`T .�� z� � 4 z ' MOSF.R PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE STAIR, RAMP, AND GUARDRAIL DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 4 GUARDRAIL SECTION W/OUT STRINGER A7.4 1 1/2" = 1'-0" 3 GUARDRAIL SECTION WITH STRINGER A7.4 1 1/2" = F-0" 2 TYPICAL WALL MOUNTED HANDRAIL A7.4 31 f = 1'-011 1 TYPICAL GUARDRAIL DETAIL A7.4 ATA REVISIONS CONFORMED SET MARCH 22, 2019 1 3/22119 CONFORMED SET rik 1 FIRST FLOOR IV Oil ELEVATOR DO^m ASSEME ELEVATOR DOOR SILI RF FLFVATQF MANUFACTURE REINFORCED CMU -EVATOR SHAFT, 60 INIMUM RATED CMU, APICAL. - #U905 ROUT CMU CORES SOLID FBRACKETS I EXTEND CONCRETE SLAB INTO THRESHOLD nrnrr nne-% irnr J l H I C 1-nuir_%i 1 IVV. 132-0089 N PHASE 2 OF 5 ELEVATOR DOOR SILL BY r ELEVATOR MANUFACTURER _ 2 SECOND FLOOR 14'-011 � ° FILL ALL VOIDS AT TOP O CONTINUOUS 1 c TOS SECOND FLOOR OF WALL WITH MINERAL WOOL AND FIRESTOP CONTINUOUS WATERPROOFING MEMBRANE UNDER AND \ _ _ _ _ WATERPROOFING 13-51/2" / MEMBRANE UNDER AND _ SEALANT AROUND ELEVATOR PIT AROUND ELEVATOR PIT j = t HOLD BACK METAL 1 ---CONTINUOUS BENTONITE FLOOR DECK AND V1 vt f WATERSTOPS, TYPICAL AT ALL JOINTS, REFER TO PROVIDE CONTINUOUS STEEL POUR STOP STRUCTURAL DWGS CONTINUOUS BENTONITE WATERSTOPS, TYPICAL a ° STEEL FRAMING, I SEE STRUCTURAL O .00 AT ALL JOINTS, REFER TO STRUCTURAL DWGS DWGS n f !1 rT ELEVATOR DETAIL 6 ELEVATOR DETAIL , ELEVATOR DETAIL 5 A7.5 �� _ 11 A7.5 1 ff = 1 1- 11 A7.5 1,t = 1'-011 1 — 1-0 0 � j�.■�j O n V1 • I� GG M�1 (GG) KK CMU BOND BEAM LINTEL SILL BY ELEVATOF MANUFACTURER, CMU BOND BEAM LINTEL Fill 0 0 N N 0 N a� .n E z 0 U D_ z ELEVATOR SECTION 1/4" = 1'-0" HOIST BEAM, BEAR ON CMU 2c 2 PPER ROOF, 27'-4' D FLOOR 14'-0" MACHINE ROOM -LESS TRACTION ELEVATOR 1 FIRST FLOOR PROVIDE DRAIN/SUMP HOLE IN PIT WITH GALVANIZED GRATE rl.nvGR co ELEVATOR SECTION 1/4" = F-0" 3 UPPER ROOF � 2T-11 5/8" iF 'SECOND FLOOR 14'-0" 1 FIRST FLOOR o„ UOUS PROOFING ANE UNDER AND D ELEVATOR PIT ELEVATOR PLAN 1/4" = F-0" DRAI PIT V COVI %B, PL-1 WALLS, NG - SECOND FLOOR GG KK ELEVATOR PLAN - FIRST FLOOR 1/4" = 1'-0" i.+rr. iff ,J�CAN pre MOSER PILON NL;LSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ELEVATOR PLANS, SECTIONS AND DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A7.5 10 REVISIONS CONFORMED SET MARCH 22, 2019 c N N O N i E z U n z p AA.3 2'-0 5/8" i 3'-9" KK I �TB-1/MW/T -11 1r1111111A CORRI OR ❑ Cn 6 \ L / 36" 282 m I J SORTER CAB � 206 zo PROJ. a = F= (F.F.E.) S3 w E- j t2 m O — — � — w S3 — - 11 zt co cocc ccI T Co o F79 m < M Z a GRADES 3-5 —711 o CLASSROOM — 206 I o0 0 w ® , I co z w m 0 6 o ? i M 3 z m 9 A8.13 7 CIDz CO 8 i F= w O z H m F72 NOTES AND ELEVATIONS TYPICAL Y Old FOR GRADES 3-5 CLASSROOMS o0 O o M U Z � Cr.) U w d Or m ' GV m U � C2 00 UCD W _ cn w i a 0 ¢ 1 � o , =m z v m a F76 mw CO CD m CD M a— 0 DEVICE DEVICE U) m 0° I z Ind < CHARGING CHARGING S3 w CABINET CABINET 18' co CL 72 7/16" 33" 33" 30" 30" 36" 42" 36" 2 BASE CAB. BASE CAB. OPEN CAB. OPEN CAB. BASE CAB. BASE CAB. B SE CAB. Lu co CID ❑ N S3 —_0 w MW — 14 TYPICAL GRADES 3-5 CLASSROOM 206 1/4" = F-0" AA.3 Y P E C A L 0'R5,ADE I.2 �L A, S 0u"M 129 1/4" = F-0" Z FF I 2 F70 F72 El (132.? N 24" 36" BE CH 36" BENCH 33" 24" 33" 60" TEACHER'S 16" 12 OPEN CAB. OPEN C AB. OPEN CAB. OPEN CAB. OPEN CAB. OPEN CAB. WORKSTATION Q DRAWER U CV VN Z MW 0 I I m - U 2 v z 3 w Q W Z W 0 CL 0 I `o uu L�m U = m m �=�z U U m z w m O� o a Q W Z w Cy.)O U 0 c� z KINDERGARTEN = m 6),w> tr m U Q < w Q Q _132 z U =c) w z U m w m 25 M 0 U = Qp CID ,z„ 28 A8.8 26 z 0 PROJ. 0 m ,Z (F.F.E.) °" 27 co0 �-/- Cy') NOTES AND ELEVATIONS TYPICAL FOR z 0 KINDERGARTEN CLASSROOMS m w I m 0 m U = m M U) w U m m Z w co O Cd I w z m m Z w _ W ri O m m ® m m Z U Lz I /!E u) 0 Lu 0 CD I M o W o WR 3 132A U) w S3 m o m HALF WALL TOILET N � 11J co�132A; (� '­ m CORNER FILLER - TPD S 3 = CABINET N 15 5/8" 1391 /2" 22' CUBBIE CABINETS ❑ _ 3 X 132.1 i g D a° 3 I CORRIDOR - - 6 193 1 2 DOWNSPOUT, TYP. DD FF TYPICAL KINDERGARTEN CLASSROOM 132 1/4" = F-0" — Z`J _(D STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 �1 � A � z � �-- 0 �I 0 I i II ``��strssrsfrrrr:r�J� CAN f * 1 #/�2� ` ♦ �j fffftfllfltlli��♦♦ MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE TYPICAL CLASSROOM DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A890 T-81/2" CD 0 N N 0 E z U .o n z 11 TOILET ACCESSORY SCHEDULE TAG DESCRIPTION MOUNTING LOCATION COMMENTS GB1 JREAR GRAB BAR 3'-01 MOUNT AT 3'-0"AFF AND 6" FROM CORNER (U.N.O.) G131 C REAR GRAB BAR 3'-0"L MOUNT AT 2'-0"AFF AND V-9" FROM CORNER (U.N.O.) GB2 SIDE GRAB BAR 3-61 MOUNT AT 3'-0"AFF AND V-0" FROM CORNER (U.N.O.) GB2C SIDE GRAB BAR 3'-61 MOUNT AT 2'-0"AFF AND V-0" FROM CORNER (U.N.O.) GB3 VERTICAL GRAB BAR V-6"1 MUUN I BU I I UM A 13'-4"AFF AND 3'-41' FROM CORNER (U.N.O.) GB3C VERTICAL GRAB BAR V-61 MOUNT BOTTOM AT 2'-6"AFF AND 2'-10" FROM CORNER (U.N.O.) HD-R RECESSED MOUNT WARM AIR HAND DRYER MOUNT BOTTOM OF DRYER AT 3-0"AFF (U.N.O.) COORDINATE WALL OPENING WITH SELECTED UNIT MHK MOP AND BROOM HOLDER MOUNT AT 6-0"AFF OVER MOP SINK PROVIDE AT EACH MOP SINK MIRi FRAMED MIRROR 2'-0"x3'-0" MOUNT BOTTOM AT T-4"AFF (U.N.O.), CENTER ON SINK/LAV MIR1C FRAMED MIRROR 2'-0"x3'-0" MOUNT BOTTOM AT 3'-0"AFF (U.N.O.), CENTER ON SINK/LAV MIR2 FRAMED MIRROR MOUNT CENTERED ON SINK/LAV SEE ELEVATIONS FOR SIZE PTD1 PAPER TOWEL DISPENSER MOUNT AT 3-4"AFF (U.N.O.) FURNISHED BY OWNER, INSTALLED BY CONTRACTOR PTD1C PAPER TOWEL DISPENSER MOUNT AT 3'-0"AFF (U.N.O.) FURNISHED BY OWNER, INSTALLED BY CONTRACTOR .qm I.gnAP DISPENSER MOUNT BOTTOM AT 3'-4"AFF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR SD1 C SOAP DISPENSER MOUNT BOTTOM AT 3'-0"AFF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR SNW1 SANITARY NAPKIN DISPOSAL MOUNT AT 2'-6"AFF (U.N.O.) SNW1 C SANITARY NAPKIN DISPOSAL MOUNT AT V-7"AFF (U.N.O.) TPD1 TOILET PAPER DISPENSER MOUNT BOTTOM AT 2'-0"AFF AND 2'-6" FROM CORNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR TPD1 C ITOILET PAPER DISPENSER MOUNT BOTTOM AT V-3"AFF AND Z-0" FROM CORNER I FURNISHED BY OWNER, INSTALLED BY CONTRACTOR CERAMIC TILE LEGEND CERAMIC WALL TILE CERAMIC WALL TILE CWT-2 CWT-4 I /nrnnAAIrn IA,AI I ru r- i•• -• 'T^- !`CI, DAAir` 1AIA1 1 TII G lir-MAIVllla MALL 1 ILC CWT-1 CWT-3 TOILET PARTITION - METAL EDGE TRIM, TYP t No NMI No ON ®■■■■■■ ONE ■i■n■ GENERAL N UTES GENERAL NOTES: 1. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND ENLARGED PLAN DETAILS ARE TO FACE OF STUD, TO FACE OF MASONRY, OR TO CENTERLINE OF COLUMN UNLESS OTHERWISE. 2. REFER TO SHEET CD1.1 CODE PLANS FOR FIRE RATED PARTITION LOCATIONS AND RATINGS. 3. REFER TO SHEET A0.3 AND A0.4 FOR WALL AND PARTITION TYPES. 4. [ HATCH INDICATES MILLWORK, SEE 10 SERIES DRAWINGS. AArTnI I rM/ lrTMlhA -r%/n PNTD GWB u PAINT GWB f f 129A Zj ` I PAIIV I GYVD NOTE: MIRRORS TO BE FURRED OUT FLUSH TO CERAMIC TILE, SEALANT A nnl Irn Ar rnnr METAL ED TRIM, TYP ALTERNATE 2: AT ROOM 133A, RFrFRRFD RADIANT FLOOR MANIFOLD BOX, REFER TO MECHANICAL DRAWINGS METAL EDGE TRIM, TYP CERAMIC TILE METAL EDGE TRIM AT BASE 28 NORTH 29 EAST 30 SOUTH 31 WEST A8.1 1/41'= 1'-011 A8.1 1/4" = 1'-011 A8.1 1/41' = 1'-0" A8.1 1/41' = 1'-0„ TOILET ELEVATION - 129A (SIM. 130A, 131A, 132A, 133A4) 134A, 135A, 136AA5 137A43 AND 138A) NOTE: MIRRORS TO BE FURRED OUT FLUSH TO CERAMIC TILE, SEALANT Ann, irn nr rnnr METALED TRIM, TYP GB3 METAL EDGE TRIM, TYP CERAMIC TILE 23 NORTH 24 EAST 25 SOUTH 26 WEST 1/411 = 1'-0" As.1 1/4" = 1'-0" As.i 1/4" = F-0" As.1 1/4" = F-0„ TOILET ELEVATION - 121, (SIM. 122) nrAlTrn r1A1 QIAIV xTnn rru n EAST n SOUTH n Y►TEST 18 1NV1\111 As.1 1/4" = 1'-0" as 1 1/4" = 1'-0" A8.1 1/4" = 1'-0„ A8.1 1/411 = 114" TOILET ELEVATION - 112 RANDOM MOSIAC TILE PATTERN, SEE -NOTE: MIRRORS TO BE FURRED OUT TILE LEGEND FOR COLORS FLUSH TO CERAMIC TILE, SEALANT APPLIED AT EDGE T-0" PNTD CMU -METAL EDGE IN PNTD GWB .r METAL EDGE TRIM, TYP :: ;• TRIM, TYP �r MIR2 ,-CERAMIC TILE METAL EDGE TRIM AT BASE METAL EDGE TRIM AT BASE, TYP-, -MTL FRAME '-CERAMIC TILE NORTH 14 EAST 15 SOUTH 16 VV ST 32 TOILET ENTRY 13 _ A8.1 _ A8.1 1/4" = 1'-0" A8.1 1/411= 1'-0" A8.1 1/411 = 1'-0" A8.1 1/4„- 1-0 1/4„1-011 GIRLS' TOILET ELEVATION - 108 OPEN 0 BEY6 D r4H+4- i \ METAL EDGE TRIM, TYP- CERAMIC TILE METAL EDGE TRIM AT BASE NOTE: MIRRORS TO BE FURRED OUT FLUSH TO CERAMIC TILE, SEALANT APPLIED AT EDGE ----I 1 1 ■■■■■■■I ■■■■■■■I ■■■■■■■I ■■■■■■L__ :I�e: I■■I I■■I I■■I INN :Ill: LJIII I■If I011' I01Vw-Ii.orii:��Ii�� tomMEN ■■■■■■■■■■■1■1 �■ �■■■■■■■■■■■■■■1■■■■■■■■■■ ■■■■ PNTD GWB TOILET PARTITION, I YP PAINT GWB NORTH to EAST 11 SOUTH 12 WEST 33 TOILETEXIT 9 A8.1 1/4" - 1'-0" AB.f 1/411- 1'-011 A8.1 1/4" = If -Olt 1/4" = 1'-0" A8.1 1/4" = 1'-0„ BOYS' TOILET ELEVATION - 107 NOTE: MIRRORS TO BE FURRED OUT FLUSH TO CERAMIC TILE, SEALANT METAL EDGE TRIM, TYP PAINT GWB PAINT GWB MIR1 PAINT GWB 2 NORTH 3 EAST 4 SOUTH r,VVEST 1/4" - 1'-0" A8.1 1/4" - 1'-0" A8.1 1/4" = 1'-0" As.i 1/4" = 1'-0„ TOILET PLAN - 102B METAL ED TRIM, TYP 6 EAST WEST 1/411 = 1'-0" A8.1 1/4" = 1'-0" TOILET ELEVATION - 101 B METAL EDGE TRIM AT BASE METAL EDGE TRIM, TYP f TOILET PLAN 129A 1/4" -- 1'-U" 17'-61/2" T-9 3/4" 1'-8" i. 8'-0 3/4" TOILET 1 / 221 �.P ' 2E ' HK ' f21 1'-3 5/8" 3'-51/4" 22 TOILET PLAN 121, 122 1/4" = F-0" 1'-21/8"5 5/8" 17 TOILET PLAN 112 A8.1 1/4" = 1'-0" 9 5/8" TOILET PLAN 107, 108 (BOYS'& GIRLS' 1/4" = F-0" T-101/4" ` T ILET PTDI- �---+ 102A - 60" CLEgR c 2 5 A8.1 3 341 4 m SD1 GB1 I SD1 GB1 TOILET �� 101C TPD1 m J co - 7 M) 6 -� 60. °0 / PTD1 i TOILET PLAN 101 C, 102B 1/41' = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 r,TATr nnr\ irr-T Alrl 132-0089 N PHASE 2 OF 5 Al Ei� PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ENLARGED PLANS AND ELEVATIONS TOILET ROOMS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A8*1 WE GENERAL NOTES GENERAL NOTES: 1. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AAIn CAII ADr`-Cn DI AN nCTAll C ADC Tr) CAr'C nC Q I In nw✓uvu-u,u"✓I � Iv ✓sinew X�" 101 ACE vi vivu, TO FACE OF MASONRY, OR TO CENTERLINE OF COLUMN UNLESS OTHERWISE. 2. REFER TO SHEET CD1.1 CODE PLANS FOR FIRE RATED PARTITION LOCATIONS AND RATINGS. 3. REFER TO SHEET A0.3 AND A0.4 FOR WALL AND PARTITION TYPES. 4. 0 HATCH INDICATES MILLWORK, SEE 10 SERIES DRAWINGS. TOILET ACCESSORY SCHEDULE TAG DESCRIPTION MOUNTING LOCATION COMMENTS r,Mi 10CAo l,DAM MAD Q1_011I RAnl INIT AT Q1_r1"AGC Amn R" GRnnn Frig r-p n I Ni n 1 GB1 C REAR GRAB BAR 3'-0"L MOUNT AT 2'-0"AFF AND 1'-9" FROM CORNER (U.N.O.) GB2 SIDE GRAB BAR 3'-6"L MOUNT AT 3'-0"AFF AND V-0" FROM CORNER (U.N.O.) G62C SIDE GRAB BAR 3'-6"L MOUNT AT 2'-0"AFF AND V-0" FROM CORNER (U.N.O.) GB3 VERTICAL GRAB BAR V-61 MOUNT BOTTOM AT 3'-4"AFF AND 3'-4" FROM CORNER (U.N.O.) GB3C VERTICAL GRAB BAR V-61 MOUNT BOTTOM AT 2'-6"AFF AND 2'-10" FROM CORNER (U.N.O.) HD-R RECESSED MOUNT WARM AIR HAND DRYER MOUNT BOTTOM OF DRYER AT 3'-0"AFF (U.N.O.) COORDINATE WALL OPENING WITH SELECTED UNIT MHK MnP AND RRnm H01 DER MOI INT AT 6'-0" AFF OVER MOP SINK PROVIDE AT EACH MOP SINK MIR1 FRAMED MIRROR 2'-0"x3'-0" MOUNT BOTTOM AT 3'-4"AFF (U.N.O.), CENTER ON SINK/LAV MIR1C FRAMED MIRROR 2'-0"x3'-0" MOUNT BOTTOM AT 3'-0"AFF (U.N.O.), CENTER ON SINK/LAV MIR2 FRAMED MIRROR MOUNT CENTERED ON SINK/LAV SEE ELEVATIONS FOR SIZE PTD1 PAPER TOWEL DISPENSER MOUNT AT 3'-4"AFF (U.N.O.) FURNISHED BY OWNER, INSTALLED BY CONTRACTOR PTD1 C PAPER TOWEL DISPENSER MOUNT AT 3'-0"AFF (U.N.O.) FURNISHED BY OWNER, INSTALLED BY CONTRACTOR SD1 SOAP DISPENSER MOUNT BOTTOM AT 3'-4"AFF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR SD1C SOAP DISPENSER MOUNT BOTTOM AT 3'-0"AFF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR SNW1 SANITARY NAPKIN DISPOSAL MOUNT AT 2'-6"AFF (U.N.O.) SNW1 C SANITARY NAPKIN DISPOSAL MOUNT AT 1'-7"AFF (U.N.O.) TPD1 TOILET PAPER DISPENSER MOUNT BOTTOM AT 2'-0"AFF AND 2'-6" FROM CORNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR TPD1 C TOILET PAPER DISPENSER MOUNT BOTTOM AT 1'-3"AFF AND 2'-0" FROM CORNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR REVISIONS CONFORMED SET MARCH 22, 2019 1 3122/19 CONFORMED SET STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 FRAMED OPENING O METAL EDGE \ / PAINT GWB PAINT GWB / TRIM, TYP ti METAL EDGE TRIM, TYP OMEN — � Op/EN 9 __ Q METAL TRIM AT C BASE, TYP. CERAMIC TILE, METAL EDGE TRIM TYP. CERAMIC TILE, METAL ANGLED EDGE TRIM, TYP. H Z W V TOILET ELEVATION 219/220 TOILET ELEVATION 219/220 ►..,-� 1J L As.2 1/4" = 1'-0" A .2 1/4" = 1'-0" [--� O �wz MIRRORS TO BE TOILET PARTITION, TYP CENTERED OVER • SINK, TYP. 20'-8 3/4" 0 METAL EDGE PAINT GWB TILE BEHIND 5'-0" 5'-0" PAINT GWB \ / PAINT GWB 4' " 4 7 " 16'-3 7/8" TRIM, TYP PNTD GWB MIRROR 0 /8 O MIR2 I z METAL EDGE OPEN T6 5 6 2 8 ' w A9 2 F '00�' TRIM, TYP BEYOND v1 o MIR2 MIR2 • CWT 1; GBkd ® CERAMIC TILE / \ HD R HD R 1C _ - o a GBi o r III WASH BASIN WASH BASIN o METAL CORNER �, or...0, Tf,� �z / \ ovI� �vn-�r 7 ao N EDGE TRIM, TYP U3 Y - C - — �' ,�, METAL TRIM AT METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. EWC R gp ,CLEAR 10 A8.2 8 r PROVIDE PULL HANDLE AT BASE, TYP. ® \ g jEACH H.C. STALL, 3'-0"AFF �■■� _ _ HK AND 6" FROM HINGE 11 NORTH 12 EAST 13 SOUTH 14 VVEST 3'1" co A8.2 1/4" = F-0" A8.2 1/4" = 1'-0" A8.2 1/4'r = 1'-0" A8.2 1/4" = 1'-011 m URINAL 1' 6" 1' 6" GIRLS' TOILET ELEVATION — 218 METAL EDGE TRIM, TYP— CERAMIC TILE METAL TRIM AT BASE MIRRORS TO BE CENTERED OVER SINK, TYP. TILE BEHIND MIRROR NORTH 1/4" = 1'-0" BOYS' TOILET ELEVATION — 216 PNTD GV@ —METAL TRIM AT BASE, TYP. 2 NORTH As.2 1/4" = 1'-0" PAINT GWB METAL TRIM AT BASE, TYP. 3 EAST As.2 1/4" = 1'-0" TOILET ELEVATION — 203 (SIM. 204) PNTD GWB MIRI oONE� ■■■■■ ifs■.■■■■■■■■ t7 ■■il o r: ■■■ ■■�'! r■■■■■■■■■■ ■ ry ■�■■■■■■■■■■ mvMnMMM1■ ""\—METAL TRIM AT BASE, TYP. 8 EAST As.2 1/4" = 1'-0" AAFTAI Pnr.p TRIM, TYP —CERAMIC TILE `—METAL TRIM AT BASE, TYP. 4 SOUTH As.2 1/4" = F-0" AID PAINT NMI &Badi ■■■■ ■■■■■� �■ ..■. ■■■■■ � 1 �1 ' li+�■■� ����� r■■��■ I■� Eli WIN I I in MENEM —METAL TRIM AT BASE, TYP. 9 SOUTH As.2 1/4" = 1'-0" METAL ED TRIM, TYP METAL TRIM AT BASE, TYP. 5 WEST As.2 1/4" = 1'-0" —URINAL SCREEN —METAL EDGE TRIM, TYP CERAMIC TILE PAINT GWB \ / OPEN�TO -, - BEYOND 111111144-4+ CWT / \ ± -4-14 RACTAI TDAA AT DAQC TVD 1� NVEST A8.2 1/4" = 1'-0" TOILET PLAN 216, 218 (BOYS' & GIRLS') — SECOND FLOOR 1/4" = F-0" I TOILET PLAN 203, 2014 — SECOND FLOOR 1/4" = F-0" A I, Al"SF..i� PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ENLARGED PLANS AND ELEVATIONS - TOILET ROOMS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A892 REVISIONS CONFORMED SET PROJECT MARCH 22, 2019 NORTH 1 2/19/19 BID SUPPLEMENT 1 2 3100119 CVNFVDNACM SET NORTH WEST � SOUTH r� u KEYPLAN SIAIE PROJECI NO. 132-0089 N PHASE 2 OF 5 E G L Y R Y 6 3 3 A3.1 2 A3.1 A4.5 A4.5 A7.3 O A2.2 4 I O I ,� I 1 A7.3 / A6.5 %' 117. 117.3 jf. � 1 U - 1 - I I - _ - -JL - -11 - n WALL PADS, O WALL P DS, i i TYP. TYP. OI o EQ. i i I 74'-4" I i i Ile E0. ' A2.2 1 1 5 � i A9.3 I 3 ~ o=--=T T- --- -�� LINE OF SOFFIT ABOVEr_- �i (� i P IIA�TFnORM i i ��11 (. N ICI !.1�I I I �BASKETBA � L BACKBOARD, ��I � I,,�I. 4 SIDE COURT BACKBOARDS i 1 I i GA I ILu®r C) I III ,LIJ I I F..1 I I ' L I 2 GYMNASIUM f' RECESSED i i i I I I C RTAIIN PLATFORM 117 PROJECTION i i I I I A4.4 SCREEN ABOVE I I /IP n S_ 1 I I i I I I i I FOLDING I /. I L� V1 A4.4 I i I I I I i I PARTITION INSTRUMENTAL ti� I I ABOVE MUSIC AND 2 LINES TYP. PLATFORM - I • FOR BASKETBALL L J I r- - - - I i i I 118 - i �2 II � oo _ _ _ _' _CENTE LINE OF GYMNASIUM, I I I I I n" F Q^ I �� A3.1 I N / / �- - -I i i C.L. OF 'OUR -I 1 ( �- \ '', Z2 A3.1 i I I 4 A8.4 2 3 END FORWARD BFOLDING BACKBOARD: • GLASS BACKBOARD III 1 1 O I I I TYPICAL OF (2) END COURT BACKBOARDS 18 A2.3 j LINE OF ROLL -UP GYM DIVIDER CURTAIN ABOVE, EXTENDS FROM NORTH TO SOUTH COURT LINES 1 III i I _Z4 - I 20 I I I III , I I I � 1 I I i II 117.1 I I l SIDE COURT BACKBOARD: • SIDE FOLDING M '2 _ _ _ • FIBERGLASS BACKBOARD 8'-2" C RTAIIN 8'-2" i nrl • TYPICAL OF (4) SIDE COURT BACKBOARDS n c�IJBWOOFi_ 1' 8 7/8" _ LADDER AND Iu�3� o�___=- -i- __===50 ALCOVE I i i cam, 2 LADDER GUARD i n----- - ern----- 2 i _ WALL PADS, TYP. 16 A2.3 1 i i Ag 7 GROUT CMU O i i \ A/V CLOSET - - - - - CORES 17 9' 4" 6' 0" 4' 8" 6' 0" 1 T 4" 6' 0" 9' 6" 6'-0" 4'-0" 117D = - - - - _ RACTIC SOLID AT _ ROOM I ; ii I � SHADED I / 2 Q - - 1\ WALLS 2 2 ���att�rnii►>> i i•. i i WALL PAD TO`Q� G���C 'ys; �NCA�iI,o . WALL PADS, f I WALL PADS, ' 189. i i TURN/WRAP EXPOSED L_ _ _ � �`� •� I F • �� j' � TYP. I , TYP. � , �� i' r--------------- \1I/ Li CORNER TYP.-- -- -- ---- �• i -- •J 26 = N • Z' x 1 1 1 LLJ P # •• #70 ; .L 1 9 1 8 PLATFORM 1 MOR�IN8 ® 5 A8.4 7 ACCESS I �iI ►1�'�` �`` 1 I ' o I 118C � A5.2 i I A8.6 9 = -- A I A I Q 6 2 0 A8.11 13 j �T-11�5/ 1 11' 4" 32' 8" 14' 2" $ 1 '-4�' 14' 2" 5' 3 5/8" 8' 2" � 6'-2" CbStGeIXAL 1 CHAIR if 8 STORAGE STORAGE I P.E. STORAGE P.E. OFFICE - 116 1 117C 1177B 117A STEEL LADDER TO 8 ROOF HATCH MOSER i 5 6 PILON � � A7.3 I I i A7.3 - - NELSON t 1 OT ARCHITECTS I•----------------- I STORAGE 30 JORDAN LANE 1FI-8-Al W ETHERSFIELD, CT. 06109 3 (860) 563-6164 A3.1 n I I I I TITLE ENLARGED GYMNASIUM AND PLATFORM PLAN � 6 A3.1 1 ENLARGED GYMNASIUM AND PLATFORM PLAN A8.3 1/4" = F-0" DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A8*3 2 REVISIONS CONFORMED SET MARCH 22, 2019 O O N N r 0 N E z .o z a_ GYMNASIUM - WEST 1/4" = 11-0" C'TM l lrlT I I I> A I LTCCI Cf7A nn IN In L'7CCC0 Tn GYMNASIUM -EAST 1/4" = 1'-0" PINT GWB, P-8 -- WALL BASE OPEN TO BEYOND IYMNA_S_ IU 117 III IIf`IIIII I � EWC-HI/LOW WALL PAD GYMNASIUM ALCOVE - W 1/4" = l l-0" C WALL PADS AT DOORS, MODIFY PADS FOR HARDWARE I find i i I I i '- GYMNASIUM ALCOVE - 1/4" = F-0" PNTD CMU P-8 A ® mom ' 1 I �I ME IMMENI FEE, ME 10111111 �ME'. ill MIMM I GYMNASIUM ALCOVE - E 1/4" = F-0" YVIIII YY /ILL.I !1✓V vv���� �ury v.•i. v.� wv. ...v�.v ........ .. . ...... ... .... .. .. .-... ...� GYMNASIUM - SOUTH 1/4" = 1'-0" GYMNASIUM -NORTH 1/4" = 11-0" OPEN TO GYMNASIUM BEYOND ALCOVE � '_117E. GYMNASIUM ALCOVE _ 1/4" = 11-0" ---VvnLL I -r%LJQ ni LAJV1 IV, lvll J11 I avf- 1 - I vl 1llLL '•"'-'• ' •"`-- "-'- '•"--"'-"'" ---"- MODIFY PADS FOR HARDWARE OUTLET AND SWITCH LOCATIONS OUTLET AND SWITCH LOCATIONS MODIFY PADS FOR HARDWARE STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 9 L MOSER PILON NELSON NRCHIiECiS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE GYMNASIUM ELEVATIONS C J C DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A�/Xp'c4 REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 1'-6" 1 3'-0" 1'-3" T-0" 2'-0" 1'-6" 1'% % 12 PN D GW 12 2 / PA ® U 2 2 PAIN"I GWB 2 1 i! 10.1 10.1 10. FLAG HOLDER 10. 10. 10. 10. TRCKBpARq - - / SHE ES ! I L PNTD GWB / 12 1 TACK WALL MARKER WALL TACK WALL 10 1D 11 N N c \ ! ! / I-.. I I I �- ° I ( I -/ I III_►_l� `\- ° 1310. o 10. 0. 00\ '� II � ]1- 'IL \ 05i 1 15" 36" 15" I 60" 39" 39" 39' 39" 60" 5" 52 9/16" 1 14144" 16" � 60 � 33 33" I 34 34' 34' 34" I 34" 34" 36" 36" 36" 16-0" 33" 33" 33" 25 9/16" 3'-0" 3'-0" 2'-61/2" 2'-6" . i 3--0"� VENTED CABINET DOORS) -'( [-TATC nn� JIC/,T A1Il O 1 H 1 C f RVCII IVV. 23 STEM LAB 105 - WEST 22 STEM LAB 105 - SOUTH 21 STEM LAB 105 - EAST 20 STEM LAB 105 - NORTH 132-0089 N A8.5 1/4" = F-0" A8.5 1/41' = 1'-011 As.5 1/411 = 1'-0" A8.5 1/411= 1'-011 PHASE 2 OF 5 2 4 3 A5.6 4 A3.1 A4.3 5 A5.6 EXPOSED STEEL FRAMING, PAINTED -SUSPENDED ACOUSTICAL PANELS _ rstrtrs TO THE CEILING PLANS 10 A4.9 A5.6 SUSPENDED A5.6 ACOUSTIC PANELS O WOOD - WOOD WOOD \: REFER TO SHEET A9.4 FOR PAINTED PATTERNS54" 5-4 WOOD FIBER FIBER FIBER - FIBER ACOUSTICAL PAINT GWB PAINT GWB PAI T GWB PAINT GWB ACOUSTICAL d ACOUSTICAL ti ' \ ACOUSTICAL WOOD WOOD 'W()OD. '4 � `` � ROUT BACK SIDE OF PANEL AT ::WOOD . *�� _ WOOD PANEL PANEL PANEL \ t EXPOSED BEAM �\ : FIBER ' - } rIBER PANEL FIRFR FIRM Ff FR `': `� :; `. REFER TO SHEET A9.4 FOR PAINTED PATTERNS f\\\. �; . , T, ,.,�._ ``.< 1\\� �\ �, ....... . ACOUSTICAL ACOU TICAL W OD QOD - - - \ `Kvub I II:AL y f !. 1✓uu� 1 ICHL I� ACOUSTICAL C �. �. ,;. 2 ACOUSTIC PANEL -- -�. PANEL ;.�\, �, -! :PANEL PANEL PANEL P EL FI ER} R ``:ACO STD' 2 AC�STIC t AIIVTED PATT Rig PA EL PANELS' I SURFACE MOUNTED,ti _ rI �`PA�NTEDI A jNTEb?ATTE N 4 WINDOW SHADES O v1 PAINT GWB PAINT GWB i PAINT GWB PAINT GWB PAINT GWB a ® M� r - o ❑ - H � w M o ' % 0 1 mow/ 6.6 / 2 l _ II I I II II I %91 A6.6 f.i N, - 10.1 11LAILL-j- �� �, 10.1 ® 104C 104B U 104A 10.1 ��n N n N I \ 18" [17 3/4" � 36" 33" 36" 36" 33" 36" [17 3/4' 18" 18" 501/4" 36" 36" 36" 39" 39" 42" 39" 36' 36' ( 36" 501/4" 18" � W -W ir-r" T\ T ♦ rV T'1 T_rTT1 T1 4 /1 A rN !1 T T_rTT T A ArT'T T'1 T A !''1 T 1► TI T7T T % 7 !1 A T T TT Cl rim A AFT" TT T A 1 1 T' A TrTTT7 Tl A fN it TJ A Q rT O 15 1V1h1.�1A UhIN 1 hK 1 U4 - N U U 1 H 16 1VIEVIA 1.ir1N 1 t1K 1 V4 - W r.31 14 1V1r1J11_k k-.r1N 1 �1� 1 U4 - n A3 1 c„ A8.5 1/411 = 1'-0" A8.5 1/411 = 1'-011 A8.5 1/411 - 1'-011 O FLAG POST BRACKET-, n 6 4 PAINT P-9 ACCENT ENTIRE WALL A5.6 A3.1 PAINT GWB 12 v 12 PAINT GWB 10.1 Of 10.1 (t< �� • �1 10 T 15" 36" 36" 36" 3613/16" 39" u u a u u u u PAINT GWB o - ` - - - TACK OARD F8 `..� � �.� .' � � �.. � �. .. �„ :��,' �� � �� � �� `��1� ; ,�II% f ,.�I � NCID 4~� AC U rI� , UST C L ` CAL _ I 1� �\ \ u r is rt u L cn ` ��® 10.1 PAINT G�j ell P N ANE 1 Ff ` 1E F di F F HET AINT D R ! I I! �' i 1 I 1 1 / - wA\, CO s 4' 0" 3'-0" T-0" 3'-0" 3'-0" 24" 58 7/8" 1, 24" G 33" 33" 33" ` - - - 32" 32" 32" EQ EQ EQ � 1 'i 31 MEDIA CENTER 104 - NORTH 19 MEDIA CTR. 104C - W 18 MEDIA CTR. 104C - S 17 MEDIA CTR 104C - E 13 MEDIA CENTER 104 - NORTH A8.5 1/4" = 1'-011 A8.5 1/4" = 1'-0" A8.5 1/4" = 1'-011 A8.5 1/411 - 1'-0" A8.5 1/411 - 1'-011 12 1 12 PNTD GWB 36" 36" U 5 101 10 10.1 12 PAINT GWB 10. 23" 23" 23" 36' 36" 36" 3� 30" PAINT GWB PAINT GWB PAINT GWB - ❑ _ / ❑ � I II❑ II m EFRIG/ II ENDING I 0 0 B 21 OPEN N - - - - - - - 10. (NIC) (NIC) 103 I� I II O 10.1 ® 0 102E r' ��N / �R R� / Alit - CD 1 /9 \ �� /9 \ I � N CABINET NARCOTIC2 6 i 2 0 �j RECESS fr' LOUNGE 103 - N HEALTH 102 - WEST HEALTH 102 - SOUTH N�°� GQN"-"�c,,,, 28 SUPPLY ROOM 123 E 25 SUPPLY ROOM 123 W 12 FACULTY LOUNGE 103 EAST 11 FACULTY OUNG 1� 9 A8.5 1/411= 1'-0" A8.5 1/411 = 1'-0" A8.5 1/411 - 1'-011 As.S 1/4" = 1'-011 A8.5 1/411= 1'-0" A8.5 1/41'= 1'-011 z �e'`�� `y's Z2 ARG� ll Ii) PAINT GWB F81 PAINT GWB F83 PAINT GWB ° . - PAINT GWB ' PAINT GWB ` PAINT GWB r II // % ❑ 0 6LO r I i I PNTD GWB 102.1 �+ TB O El I - 102A I Q f PAINT GWB L - - - - - - J MOSER / PILON \`-CURTAIN, TYP. WALL BASE \ WALL BASE 2'-51/8" 8'-0" 2'� 4 3/4" NELSON 8 HEALTH 102 - EAST HEALTH 102 - NORTH 27 PRINCIPAL'S 101 B - W 26 PRINCIPAL'S 101 B - S 6 PRINCIPAL'S 101 C - N 30 PRINCIPAL'S 101 B - E _ CONFERENCE 101 A - W ARCHITECTS 30 JORDAN LANE A8.5 1/411 = 1'-011 A8.5 1/411 = 1'-011 A8.5 1/411 = 1'-0" A8.5 1/411 = 1'-0" A8.5 1/411 = 1'-011 A8.5 1/4" = F-0" A8.5 1/411 = 1'-011 W E T H E R S F I E L D, CT. 0 6 1 0 9 (860) 563-6164 PENDANT LIGHTS _ (3) COLOR PAINTED PATTERN MAIL SHELF, 27' 27" 30" 30" 30" 8 1'-2" X 31/2" TYP 10. TITLE WU i pmmmmmalwz 8 PAINT GWB 13 12 PAINT GWB �� INTERIOR ARY d OOL 10. 101 10.1 PAINT GWB ELEVATIONS �J r PNTD GWB PNTD GWB F4 F82 F81, J I 10. .� \ 5 � 101. � 101.1 EA fw0PJtR ' ' ,`, \ \ N a ® _ ® PNTD GWB DATE 11/2/2018 COPYRIGHT (c) L 30 5/16" 30" 30" 30" 30" Moser Pilon Nelson Architects E 10.4 DWG. NO. z 29 MAIN OFFICE 24 OFFICE - MAIL 4 MAIN OFFICE 101 - WEST 3 MAIN OFFICE 101 - SOUTH 2 MAIN OFFICE 101 - EAST 1 MAIN OFFICE 101 - NORTH z A8.5 1/4" = 1'-0" A8.5 1/4" = 1'-0" As.S 1/4" = 1'-0" A8.5 1/4" = 1'-0" A8.5 1/4" = 1'-0" A8.5 1/4" = 1'-011 A8*5 n REVISIONS CONFORMED SET MARCH 22, 2019 ` OPEN TO BEYOND ' - P TD C U x a KITCHEN 107 - WEST 1/4" = F-0" KITCHEN 107 - EAST 1/4" = F-0" HAND SINK, TYP. ' FPAINT EXPOSED STRUCTURE WOOD FIBER ACOUSTICAL PANEL PAINT P-1 PAINT P-1 WOOD . FIBER ACOUSTICAL PANEL 41_p° PNTD GWB PAINT P-1 PNTD GWB PAINT P-1 CAFETERIA 106 - S 1/4" = F-0" KITCHEN 109 W 1/4" = F-0" PAINT GWB FEC , , 1 1 09. 1 _ rl t - 1 I—H ND SINK, TYP,� KITCHEN 107 - SOUTH S3 1/411 = 11-011 KITCHEN 107 - NORTH 1/4" = F-011 CAFETERIA 106 - EAST 1/4" = F-0" V IIVI\ VIY11, VLL 1 LVIVIU IIY\A VYY \AV KITCHEN 1/4" = F-0" CAFETERIA 106 - WEST 1/4" = F-0" IVIVI VIIYI\, I I I . CUSTODIAL STOR. 116 - EAST 1/4" = F-0" 3 -MOTORIZED WINDOW SHADES PROJECTION SCREEN CEILING MOUNTED WBOR WF PAINT GWB O EXIT CmACOUSTiCAL j I ip, ACOUSTIC PANEL. PANEL •, o Fip F10 TACK 0ARD o - - - L - -- -' m: - - J II E it, __ ILL::::a I \/ 3118"-� 1 36" I 36" I . 33" 331 I 33" I 33" I 33" I. CAFETERIA 106 - NORTH 1/4" = F-0" FIBER ACOUSTICAL PANEL C�B 4T \ \ \ 36" 36" AN CABINET, PROVIDE VENTING AT TOP OF UNIT GROMMET, WIRE MANG. AT SIDE OF AN CABINET STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 0 Q o � wWU x ��O O TWA w w�� O H � a a x a MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR ELEVATIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A8*6 .: REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 PAINT GWB 2 10. 29" 29" 17AIO.El Ll L-2 \ I f \ /fLA® 120 N \ '\ GENERAL MUSIC 120 - WEST 1/4" = 1'-0" PAINT GWB 2-11 1/2" T-0" 2'-11 1/2" TYPICAL PAINTED -1 WALL BASE GENERAL MUSIC 120 - SOUTH 1/4" = F-0" 1 21" 42" 42" 18" �.• �� J T—� 15 KILN 119B - WEST ///1_4 KILN 119B - EAST CC A1 /A 11 — 1t n11 AQ -7 � /An 11 All F7F Ir 12 36" 1, 36" 36" 36" 36" 717 "\ , cli C"I8 CABINET, REFER ITO A� / 18 .i 54" PLUMBING DRAWINGS/ VISUAL ARTS CLASSROOM 119 - WEST 1/4" = F-0" 0 36" 11 36" 1, 36" 36" i 18" 36" 30" M — — /v -- \jL N ■ tr��ll.�-1 i i ll�15, 30"24"'f ('�� VISUAL ARTS CLASSROOM 119 - EAST 1/4" = F-0" STRUCTURALSTEEL, PAINTED, TYPICAL, SEE STRUCTRUAL DRAWINGS. STAGE CURTAIN PLATFORM CURTAIN FOLDING PARTITION 7 I 1 o PNTD GWB ° FEC �4 r� OPEN J �\ INSTR. MUSIC/PLATFORM 118 - SOUTH 1/4" = F-0" nuUVVInIJLL YYnLL VI ILLYIIVIA VISUAL ARTS STOR. 119A - W 1/41 = 11-0` 0 f` a � i 6-0" TEACHER'S 32" 36" 39" 39" 39" 36" WORKSTATION GENERAL MUSIC 120 - EAST 1/4" = F-0" n VVVV1nL.JLL YYnLL VI ILLYIIVG VISUAL ARTS STOR. 119A - S �! PAINT GWB J. FLAG HOLDER (..E.) TACK OARD MARKER n BOARD III IF 10.1 ' 119E ` ❑ ❑ r 119A f 24" 1 44 3/8" VISUAL ARTS CLASSROOM 119 - SOUTH 1/4" = F-0" �EQ EQ i EQ EQEQ EQ EQ EQ EQ ! EQ VISUAL ARTS CLASSROOM 119 - NORTH 1/4" = F-0" STRUCTURAL STEEL, PAINTED, TYP. SEE STRUCTRUAL DRAWINGS. �h ,I 11 n n 0 N r L h (FF01. MUSIC STAFF 1� GRAPHIC / \ - — — — — A \ / TAQKBPARD MARKER WALL JACP A 1' 7" 16'-0" 1 PLATFORM CURTAIN, TYP. INSTR. MUSIC/PLATFORM 118 - EAST 1/4" = F-0" GENERAL MUSIC 120 - NORTH 1/4" = 1'4' 36" 39" L 36" 12. PAINT GWB m0El�WIN 0M0 4 10.1 36" 27" 36" VISUAL ARTS STOR. 119A - E 1/4" = 1'-V" C"Trl11rlTI If -)A[ nT1771771 nA1A1-rr7M 7A/r'1 INSTR. MUSIC/PLATFORM 118 - WEST 1/4" = F-0" 36" 1 36" 14" PNT GWB I I 10.1 F C11� HO II II —I I— —° I — CLAY TRAP WITHIN BASE CABINET, % 36" 36" REFER TO PLUMBING DRAWINGS 0 M VISUAL ARTS STOR. 119A - N 1 / A II 1/4 = 1 -U INSTR. MUSIC/PLATFORM 118 - NORTH 1/4" = F-0" STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 O o� w W wF U w w�� � o o H � a a a MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR ELEVATIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. PRACTICE RM 118B - N 11 A8*7 1/411 = 1I-0 2 PNTD GWB ®s FLAG HOLDER L_ 8'-10" " . 16'-0" 11'-91/4" . . D 10.1 ?. CO 24" 42" 40" 30" 30" I 36" I 30 I 40 40" LOW WALL IN �1 ■ I © ll , II 'a1LLdV 1 1 1 • 1 • 1 i V WOOD CAP LFILLER CORNER CABINET FRONT 28 WEST 2, SOUTH EAST OF TEACHING WALL 25 NORTH 26 1/4" = 1'-0" 1/4" = 1'-011 As.s 1/4 = 1 -0 A8.8 1/4" = 1'-0" s.s s.s „ TYPICAL KINDERGARTEN CLASSROOM 132 (SIM. OPP. HD. 133, 134) 77 n, n i in" �c rlLl ors 2' 0" 3' 0" 3' 0" 3' 0" 3' 6" �-FILLER 3' 6" i 3' 6" 3'-0" 5'-0" 1'-4" PANEL TEACHER'S WORKSTATION 3'-0" 2'-6" 2'-6" 3'-0" T-0" T T 36" 78" 36 � 39' 36' 40.136" 24 SST 23 SOUTH 22 EAST 21 NORTH As.B 1/4" = F-0" AS.s 1/41' = 1'-011 As.B 1/4" = 1'-011 As.B 1/4" = 1'-0„ TVPTC A T Cj"P A TIF.0 1 _7 CT A .C.CT? Of)A4 1 `)Q (.CA4 C)PP WTI 1 qO 1 q 1 1 q� 1 qti 1 q 7 1 qR) 1 1 1 1 t.i 1 ll/ VJ 1 \1 JL1J LJ IJ 1 Ld ti 1.J1 � ►J /J 1 \ V V 111 1 L.i / k "-&-L 11 • \J 1 1 • 1 11J • 1 ✓ V � 1 ✓ 1 S L ✓ ✓ 1 ✓ V � 1 ✓ / 1 ✓ V • ' 1 1 lli%� 11 •1 1 1 • 27" 30" 30" 30" 15" 15" FILLER PANEL MATH INTERVENTION 128 - WEST 1/4" = F-0" F83 f r r T-0" GWB MIR i OP N WALL bASL 15 S ECH 124D - NORTH A8.8 1/4" 1'-0" 1 PAINT GWB 124E r ,r .r f J PAINT GWB FLAG HOLDER (F.F.E.) - r - - - - - - D.- MATH INTERVENTION 128 - SOUTH 1/4" = F-0" PAINT GWB 12'-0" FABRIC WRAPPED ACOUSTICAL o PANEL (AW P-2) WALL BASE N •,m �II, i �ll Ala _ �00 '1111�'■■ ISM in 121 /4" 15" 30" 30" I, 30" 27" SPEECH 124D - EAST ENGLISH LEARNERS 127 - WEST 1/4" = F-0" RELATED SERV . SUITE 124 - W 1/4" = 1'-0" PNTD GWN PROJ. TACK . ALL MARKER WALL I I L — J 2'-01/2" 8'-0" , 2'-0 3/4" CONFERENCE 124A - SOUTH 1/4" = 1'-0" 1/4" = F-0" MATH INTERVENTION 128 - E 1/4" = P-0" ENGLISH LEARNERS 127 - SOUTH 1/4" = F-0" PAINT GWB 36" 18"-27" t FILLER — — \ - N 4'-0" M TB" MB TB 124A JAll � WALL BASE J / 37 5/8" 11- 8" �- 27" -,---,RELATED SERV . SUITE 124 - SOUTHOAA As.s 1/4" = P-0" TEACHER WORKROOM 123 - WEST 1/4" = 1'-0" PNT GWB 0 0 0 COPIER NIC FILLER 0 i v�nnvc+Tnnnr PAINT GWB TG� MATH INTERVENTION 128 - NORTH 1/4" = F-0" ENGLISH LEARNER 1/4" = F-0" RELATED SERV . SUITE 124 - 1/4" = F-0" -,---,TEACHER WORKROOM 123 -SOUTH A8.8 1/4" = 1'-0" N CV co co S 127 - E 3 5/8" 2'-8" 6'-2" y 2'-8" i 2'-6" 6'-0" 2'-6" . TB MB TB PAINT GWB WALL BASE -3 5/8" ER WORLD LANG. 124C - E. 1/4" = F-0" 0 PAINT GWB B FLAG HOLDER TACK WALL MARKER WALL TACK WALL ❑ ENGLISH LEARNERS 127 - NORTH 1/4" = F-0" PAINT GWB / PAINT GWB 1 OMEN f ti f /r RELATED SERV. SUITE 124 - NORTH 1/4" = P-0" 10.1/ Pf ('W" 18" 36" 36" 36" 30" 30" I � °/ 8 ~`j PAINT GWB FILLER PANEL 10.1 1 1 36" 1 39" ! 39" 44" IT TEACHER WORKROOM 123 - EAST 1/4" = 1'-0" o ` PAINT GWB — if 1 `4 i/ N 10.1 N -A- a / 30" 24" � 30" 24" 30" WALL BASE 27 FILLER PANEL TEACHER WORKROOM 123 - NORTH 1/411 = 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 0 0 Cam) z/1 O ai Q o � w W wF U � w�A O M-iW�z z �H � o � o � a a a MOSER PILON NELSON ARCH I T E C T S 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR ELEVATIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. REVISIONS CONFORMED SET MARCH 22, 2019 34" 24" 24" 0% 1 12 10. 10. 140 \. / N 1 0 p CV SP. ED. RESOURCE 1/4" = F-0" FILLER AS REQ'I 4 A6.6 PNTD GWB EEC f f rJ l , 101.1 F4 WP-1 WALL PROT 'TION T TT C 1 r7-'TTI T TT T 1 n n C 1 !- %T T►TT T Vr-131115ULr 1OV-3VU1ri 1/4" = F-0" 34" 34" 30" 18" 30" 13 2 2 2 12 1 10.1 10. 10. 10° 10°1 10. PNTD GWB 19 N \ \ i — — — — — PNTD GWB 1 N 24" 27" 36" 36" �, 36" 78" 36" OT/PT RESOURCE 141 -WEST 13 OT/PT RESOURCE 141 -SOUTH 1/4" = F-0" PAINT GWB �® --FLAG HOLDER E ? ? ❑ E? OP C7 4'-6" 16-0" 4'-6 5/8" 140 - NEST 9 SP. ED. RESOURCE A8.9 1/4" = F-0" READING INTERVENTION 139 -WEST 1/4" = 1'-0" 140 - SOUTH 1/4" = F-0" PNTD GWB 1 SP. ED. RESOURCE 140 - EAST 1/4" = F-0" READING INTERVENTION 139 -SOUTH 1/4" = 11-0" 3 .231 A3.2 A4.6 PAINTED STE L COLUMNS, ,--SEE STRUCTURAL DRAWINGS. A T17 C1 TTD T TT T� 1 Q fl A C T V 1_do 1 1-" lJ 1 UV - L17►J 1 1/4" = F-0" OT/PT RESOURCE • A T ♦ "0" 1/4" = F-0" SP. ED. RESOURCE 140 - NORTH 1/4" = F-0" © m' . M. -- _ 16" I 60" I. 33" 90" READING INTERVENTION 1/4" = 1'-0" 30" 139 - EAST PNTD STEEL COLUMN. SEE PLAQUE--� STRUCTURAL DRAWINGS. U 0 PNTD GWB 0 7 WP-1 WALL PROTECT' A T_� Q TTD T TT lf�' 1 Q 0_ l jnV T'T-T V L►J 1 11JJ % 1-di1 V lJ 1 N lJ l\ 1 11 1/4" = F-0" 2 A3.2 FLAG POST BRACKET-\ PAINT GWB TACK WALL MARKER WALL TACK -WALL ❑ ❑ CV 3'-51 /8" 16'-0" T-5" OT/PT RESOURCE 141 - NORTH 1/4" = F-0" PAINT GWB P-1 FRP-1 CUSTODIAL STORAGE - S 1/4" = F-0" 0 FILLER AS REQ'DJ 2 A3.2 PAINT GWB ,J FRP-1 MOP SINK lit STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 ,�tE�1Nu►�rrtrrrr, JNCAN p ' ' #7020 sED AR�`��,.���. CUSTODIAL STORAGE - E MOSER PILON 1,4„ -,,-o„ NELSON 1 12 2 PAINT GWB QROJ. 10. 10.1 10. (F.F.E.) B -FLAG HOLDER 1 \ - II - - !I N \ ? - I I - I L - - - - - ?' 15 I ? I - J - 10 co N 36" 72" 36" 24" 8'-0" 33" 33" 251/16" READING INTERVENTION 139 -NORTH 1/4" = 1'-0" ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR ELEVATIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A899 3 A3.2 REVISIONS CONFORMED SET MARCH 22, 2019 1 1 PAINT GWB PAINT GWB f OPEN TO BEYOND `f ti 18C. WALL PROTECTION, TYP CORRIDOR 184 - WEST 1/4" = F-0" n BREAK-OUT AREA - 183 -SOUTH 1/4" = F-0" SUSPENDED ACRYLIC PAN CORRIDOR 182 - WEST 9 /Att I Aft PAINT EXPOSED STRUCTURE P-3 SUSPENDED PENDANT LIGHTS CORRIDOR 182 - SOUTH 1/4" = F-0" wm CORRIDOR 184 - EAST 1/4" = F-0" r—PAINT GWB ACCENT —PAINT GWB 71 PAIN�GWB RECESSED TACK BOARD - TACKBOARD PAINTED P-6 : COR RIDOk - OPEN TO BEYOND 8 PAINT GV03 ACCENT P-6 BREAK-OUT AREA 183 - NORTH 6 CORRIDOR 184 - N As.10 1/4" = 1/-011 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 a a 00 x a -�Cy?s �f1� .• A I t MOSER PILON NELSON ARCHIrECrs 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR ELEVATIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. CORRIDOR 182 - EAST 1/4" = F-0" CORRIDOR 182 - NORTH 1/4" = F-0" A8*10 REVISIONS CONFORMED SET MARCH 22, 2019 PTND GWB WALL PROTECTIC 6 VESTIBULE 187 - W A8.11 1/4" = F-0" 5 VESTIBULE 187 - S A8.11 1/4" = F-0" 13 VESTIBULE 189 - EAST A8.11 1/4" = 1'-0" PNTD GWB M 4 VESTIBULE 187 - E A8.11 1/4" = F-0" SERVICE CORRIDOR 190 - WEST 1/4" = F-0" OPEN TO BEYOND x Lj CORRIDOR 188 - SOUTH 1/4" = F-0" PNTD GWB ` 1 I I 18�.1 FEC 116 I CORRIDOR 188 - NORTH 1/4" = F-0" WEST LOBBY 186 - WEST 1/4" = F-0" CORRIDOR 189 - SOUTH PfI-Tim CM 188 109.4 / o ❑-❑ � ❑ ❑ I 7 _ SERVICE CORRIDOR 190 - EAST 1/4" = F-0" - � ----- J fr 115 ` 114.1 PNTD CM _ CORRIDOR 189 - NORTH 1/4" = F-0" \,8.1V 1/4" = F-0" — — — — — — — — — — — — — — — — — — — 64--0" — — — — — — — — — — — — — — — — — — PNTD GWB I DWC- 1: VINYL GRAPHIC ARTWORK zo (DESIGN PROVIDED BY ARCHITECT) I ' I WALL PROTECTI( WALL BASE, TYP EDGE TRIM, TYP "l 2 WEST LOBBY 186 - S A8.11 1/4" = F-0" WEST LOBBY 186 - EAST 1/4" = F-0" STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 a till MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR ELEVATIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A8.11 2 0 M q II mil 'v o N e FILLER PANEL 36" 36" 13 _ iE-22v CORRIDOR 192 -SOUTH 1/4" = F-0" 1/4" = F-0" CAn A Tl1Q0 12 C /11 L L 1k.T1tt1lJ�3 J-J L11 U - � CORRIDOR 191 -WEST 1/4" = F-0" CORRIDOR 191 -EAST 1/4" = 1'-0" BASE,SHED. 1" FILLER PANEL 1 1 I1 1 CORRIDOR - 192 WEST 1/4" = F-0" \/ r-)C\/CAI r\/Il A-r ro to VR CTTRT TT R 10q - UT r X-J" 1 11J <J LJL/ 1 / ✓ I A8.12 1/4" = F-0" PNTD GWB TACK OARD " / 0. \ FEG\ / .f, CORRIDOR 192 - EAST 1/4" = F-0" PAINT GWB ALCOVE - ACCENT, ALL SIDES METAL EDGE TRIM, TYP CORRIDOR 191 - ALCOVE PAINT GWB XIR C TTR T TT F 10 q- .0 9 ♦ LJ" 1 11J LL1 J 1J 1 J ✓ 1J A8.12 1/4" = 1'-0" VES T 1" V LE 19J -N 8 A8.12 1/4" = F-0" 1 PAINT P-4 GWB, ALCOVE PAINT P-1 A3.2 ACCENT ALL SIDES PNTD GWB PAINT P-4 P-1 ACCENT TACKBOARD PAINT P-1 t TACKBOARD PAINT P-4 L 132.1 � U 133.1 0 0 CORRDOR 192 - NORTH 1/4" = 1'-0" PAINT GWB ALCOVE - ACCENT, ALL SIDES 1:0IJ 11 1:0 1:0ii 0] 11l_�LJLJ 0IJJ Ji 2'-6" 1'-9 3/4" (2) LKRS. BLANK LKRS. LOCKER UNITS -15"W X 12"D X 60"H SGL-TIER CORRIDOR 191 -WEST (CONY. t/4" = 1'-0" A8.12 1/4" = 1'-0" CORRIDOR 191 -EAST (CONY. 1/4" = F-0" 2 PAINT P-1 A3.2 PAINT -4 ACCENT TACKBOARD PAINT P-4 IDii , o ED ED ED ED it u r - (15) LOCKER UNITS -15"W X 12"D X 60"H SGL-TIER PAINT P-4 GWB, ALCOVE ACCENT ALL SIDES REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR ELEVATIONS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A8*12 ►0 REVISIONS CONFORMED SET 9 01/2' MARCH 22, 2019 1 y -R VEAL 1 2/19/19 BID SUPPLEMENT 1 / ACCENT PAINT P 6 -OPEN TO BEYOND�� EXIT I")41A1T � � \\ DnInIT D c �`- f" PNTD GWB ACCENT PAINT F'-6 FMIINI I I--0 I /111v 1 r J PAINT GWB AINT GW J P-1 P-1 CORRIDOR TACKBOARD PNTD GWB TACKBOARD : , ACCENT PAINT P 6 282 n r\ ACCENT PAINT P 6. 17 y-� � 10:3 f f \\ I I ! WP-1 WALL PROTECTION II � 66- \V BUILT IN BENCH BUILT IN BENCH CORRIDOR 282 CORRIDOR 284 - WEST CORRIDOR 284 - SOUTH CORRIDOR 284 - EAST 17 CORRIDOR 284 - NORTH STATE PROJECT NO. 21 20 19 18 132-0089 N A8.13 1/4" = F-O" A8.13 1/411 = 11-01' A8.13 1/4" = 11-011 A8.13 1/41' = 11-011 A8.13 1/411 = F-011 PHASE 2 OF 5 PAINT ACCENT BREAK-OUT AREA 286 - W (CONT.) - tiP-6 PAINT GWB PAINT GWB PAINT GWB PAINT GWB P-5 ACCENT P 5 ACCENT PAINT GWB P 5 ACCENT P 5 ACCENT PAINT GWB g L PAINT GWB r PAINT GWB - ----- COR IDOR TACKBOARD f ❑ / 'f 2 2 PAINT P-6- TB- PA NTP 5� TACK OARD / TACK OARD i \11 'IF1I�FIIFMIF] IRIFTITIF11111 Fr�� r� TACK OARD f TACK OARD F��1 IRIFIFT 1[ 1111 Ir I[ I[ RIF] I�I�I� I I LEIk�f �� 206 U U 207 m h, �I� �I�, h, �m ��m �h, 1 LA I I r 4I ,�Ik k k �PNTD GWB FEC-' \ L4 60 l �l V1 11j L�'J l� LJA �I L� a J N 08 1---1 u 209 I I 1161 � L�J �I� � � � 1!� �lkkl � ! t6 m I 1 II i E / \ \ 11\1 I ,7�� ��, L\ Till\ \ \ L� 1 \Tii\/!\ v C � a / / ! � '{_J 'LJ 'LJ / LJ 4=1LJ L' -1 I I I I i I � I � 1 `� L=� L=i 1-�` Lam` �Y �.- -,- �-J --- -- _ L-� ,t ,--------- `� � � � u u ,f --- ----- ---- �--I I �.I I i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i I I/ (14) LOCKER UNITS (12"W X 12"D X 30"H DOUBLE -TIER) PAINT ALCOVE (14) LOCKER UNITS (12"W X 12"D X 30"H DOUBLE -TIER) 1 (14) LOCKER UNITS (ITW X 12"D X 30"H DOUBLE -TIER) L PAINT ALCOVE (14) LOCKER UNITS (12"W X 12"D X 30"H DOUBLE TIER) ACCENT ALL SIDES ACCENT ALL SIDES 16 CORRIDOR 282 - WEST 15 CORRIDOR 283 - SOUTH �I A8.13 1/411 = 11-011 A8.13 1/4" = F-O" �V < BREAK-OUT AREA 286 - E (CONT.) /-V-REVEAL V-REVEAL PAINT ACCENT P-6 V-REVEAL V-REVEAL-\ V-REVEAL- A3571 w O �\ �� A \ \\ PAINT GWB PAINT GWB \ PAINT GWB PAINT GWB PAINT GWB P-5 ACCENT P-5 ACCENT PAINT GWB PAINT GWB P-5 ACCENT P-5 ACCENT PAINT GWB P-5 ACCENT M� PAINT GWB CORRIDOR - - ❑ PNTD GWB ' 282 R Fn 1 \ A I�I�I 7II �Il-`II III II II�(�I �I(�I II I TACK nARn � TACAK nARD F,II1 IF II��I 7I 1 �I�II� III I I' -I Tar.v naRn I /IF7 ' ICI �I� I-II�II�I�II�I�I %�I� TACX OARF). TA(K nARn FIIl IfI1I IF 17IF711 1l IF I�IF_1I TACK OARD n_ � � %. f _.. _...._ f I I I - -...._ ..,. - ..._. _ / _. ...... �,Ilk I 1/ 11 PAIN P-6 f � o 213 214 215 �i LJj r� rfi LL\ O5'-0" r , . ., � (14) LOCKER UNITS (12"W X 12"D X 30'H DOUBLE -TIER) PAINT ALCOVE ACCENT (14) LOCKER UNITS (12' W X 12"D X 30"H DOUBLE -TIER) (14) LOCKER UNITS (12"W X 12"D X 30"H DOUBLE -TIER) j PAINT ALCOVE ACCENT (14) LOCKER UNITS (12"W X 12"D X 30"H DOUBLE -TIER) _41 P-5 ALL SIDES 1 P-5 ALL SIDES T n CORRIDOR 282 - EAST CORRIDOR 283 - NORTH 14 13 • A8.13 1/411 = 1'-011 6 7 A8.13 1/411 = 11-011 A7.1 A7.1 4 CORRIDOR 284 -W (CONT.) CORRIDOR 284 - E (CONT.) ANGLED WALLS PLO i DAIAIT D.R 1 PAI GWB d PAINT GWB �I PAINT P 5 I P 51ACC ACCENT T PAINT P 6 l r/111141 r-V-�1 1 /111V 11 -V P-1 P-1 P-1 f R ❑ f \ / PAINT GWB PAINT GWB PAINT GWB B EAK-OUT BREAK-OUT \ \ \ OPEN T0, / ; P-1 COR $ DOR P-1 P-1 AREA AREA \ vBEYOND CORRIDOR \ 281 281 \ /' 282 / \ TACKBOARD v 5 PAIN P 5 PEN T 5 \ � H I ,I 217 ' `� 218 m 1 p 10.3 0.3 201 ' FEC 202 S201 p - , E ND 10.3 / A I'' M . 11 . / \ d rEu_:L� WP-1 WALL PROTECTIO �� '' WP 1 WALL PROTEC N 7 ULU 70 / ZV f` \, i / / \ i f / \ ` / i. ELEVATOR DOOR (14) LOCKER UNITS (12"W X 12"D X 30"H DOUBLE -TIER) L-BUILT IN BENCH L BUILT IN BENCH 12 CORRIDOR 182 - WEST (CONT. CORRIDOR 284 - WEST)) 11 CORRIDOR 282 - EAST (CONT. CORRIDOR 284 - EAST)) BREAK-OUT AREA 281 - S A8.13 1/4" = 1'-011 A8.13 1/411 = 11-011 L 10 27/8" 36" 30" 30" 30" � 36" 40" I 36" 36" 24" /-FLAG HOLDER PAINTGV'VB '+� I 1 12 FAINT GWB 12 ® C PNTD GWB PNTD GWB PNTD GWB PNTD GWB E 10. 10.i I 10.1 0 TAC BOARD MARKER BOARD - 19 15 14A3N\4�/ 7 6 10.1 10.1 10:1 10 N 11 i 1 10.1 10.1 \1 El \! 1, \� 0 1 Q ❑ N sss t 10.1 10.1 ® 10.1 10.1 10.1 0 10.1 1 1 II ® 10:1 ts�st trs 10.1 = o� C o � '° /HA GIN HA GIN I I1, DIET CAB NEl N N / BASE SCHED. FILLER \ !t 2'-0" I 36" 36" 36"� 36"�� 36" 36" 571/8" 16" FILLER 36" 42" 36" 30" 30" 33" 33' 6' 0" 36' 90" 36" 40" 36" 36" 3' 91/2" 16' 0" 3' 0" TEACHER'S WORKSTATION PANEL, TYP 1 'f� f 1" FILLER PANEL PANEL 9 WEST 8 SOUTH EAST 6 NORTH A8.13 1/411 = 11-011 A8.13 1/4" = F- A8.13 1/411 = 11-011 A8.13 1/411 = 11-011 TYPICAL GRADES 3-5 CLASSROOM 206 SIM. OPP. HD. 20 208 209 210 211 212 213 214 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIE 3- CT. 06109 2 � (860) 563-6164 0 4.10 4.10 0 O TITLE PNTD GW / / , ;; ® PNTD GWB INTERIOR ELEVATIONS 10 101 FLAG HOLDER PROJ. ° F77 F80 PNTD GWB / / r / _ _ FRP 1 FRP-1 ' FRP 1 ( 10- o O 201 10.1 1 ? oF1I I 10.1 1 ? _ N 11 /2/2018 o DATE O CV \ ? s N a N 3 COPYRIGHT (c) _ Moser Pilon Nelson Architects 36" 51 /81, 78" 24' 24" I, -WALL BASE -WALL BASE 1- 1Ti DWG. NO. z U z 5 GENERAL STORAGE - N 4 SPECIAL ED. RESOURCE 201 - W 3 SPECIAL ED. RESOURCE 201 - S 2 SPECIAL ED. RESOURECE 201 - E 1 SPECIAL ED. RESOURCE 201 - N A84013 a- A8.13 1/411 = 11-011 A8.13 1/41' = 11-011 A8.13 1/4" = 11-011 A8.13 1/4" = 1'-011 A8.13 1/411 = 1'-011 DD REVISIONS HH.1 CONFORMED SET MM '` 103/4" SOLID SURFACE SHELF MARCH 22, 2019 WALL PROTECTION BELOW I I -I H1. ---------- V I S3 5/8" GWB ON 3 5/8" 3 S1 METAL FRAMING I CORNER MILLWORK s1 I I GWB ON MTL STUD FRAMING SEALANT - TACKBOARD, WHERE SHOWN ON ELEV. J-TRIM, MOUNTED TO TACKBOARD ALIGN WITH GWB GWB PARTITION, 9x WCll�n RI llf�, S1 PARTITION BEYOND REFER TO PLAN T FOR TYPE � - I u ` 'KINC, S :. _,..._ __. ,....�, �d � u u u WIT.H. SHIMS AS - - - - �`—WALLCOVERING TRIM REQUIRED _ �-TB 1 �i WCTBT125-217 � METAL LOCKER - �� WITH TOP AND END FINISHING STRIPS 6 GWB PARTITION TYPE S6A n TACK BOARD W/ 3 8 u - (1) LAYER 5/8" GWB ETAL EDGE TRIM SEALANT n - 6" METAL STUDS AT 16"o.c. MAX. W/BACKER ROD STATE PROJECT NO. T RR C nIPPIT n1P_T A TT . 33/8 ^/8 - (1)1LAYER 5/8" UNFACEGWB INSUL. \ 3 S3 132-0089 N 29 PHASE 2 OF 5 A9.1 1 1/2" = F-0" " MM 41/2" 61/4" WALL PROTECTION LINE OF GWB , PLAN DETAIL 6 PLAN DETAIL PLAN DETAIL PARTITION BEYOND A9.1 1 1/2" = 1'-0" A91 1 1/2" = F-0" A91 1 1/2" = F-0" 11 PLAN DETAIL II -RESILIENT BASE W/ 2x WOOD BLOCKING, 1/2" 1 = 1'-0" WITH SHIMS AS A9.1 PHOTOLUMINESCENT STRIP REQUIRED O GWB PARTITION, METAL LOCKERS REFER PO PLAN i Nome MASONRY PARTITION TYPE M8A GWB PARTITION TYPE S613 CAST IN PLACE U.L. #U905 (1 HR. FIRE -RATED) ' - (2) LAYERS OF 5/8" GWB CONCRETE BASE 8" CMU - 6" METAL STUDS AT 16" OC FINISH AS SCHEDULED n MAXIMUM VV V'ALL BASE AS < n - R-19 I.JI V'FACED IATT IAI Jul A_"",SCHEDULED �� a WALL PROTECTION - - (2) LAYERS OF 5%8" GW - CERAMIC TILE 18 WALL PROTECTION DETAIL d 11 5/8" < 23/4" " WALLCOVERING CORNER TRIM ' -TILE EXPANSION JOINT A� 1" -' n11 WCTOSC=`� 0 LOCKER BASE DETAIL WALL PRO. CRNR DTL M Q o 2g 19 A4_6 AQ I I 1 1 /,it, — 1 I fill A1 1 /1', _ It ()If • ra n r ` "" ■ r Ch N 16 M rn S3 '• . _ i \ , .:.. - _ ..� �^ Mil 101, EXPANSION JOINT j 8 318" TACK BOARD, TYP. 71/4" 1'-81/4" TACK BOARD, TYP. 34 �j Fri SOLID SURFACE STOOL — — — — — — 1 — — — — — — O Q 60� L Z)ULID SURFACE S I VVL • I �% ' ' EASED EDGE vT//L1 PARTITION TYP 40 (2) LAYERS 5/8" GWB � ~ S3 g = 3/8" BOTH SIDES 6" METAL F+� WALLCOVER TRIM STUDS at 16" o.c. MAX. S3 O WAINSCOT WALLCOVERING 8 HM FRAME Q\ 5/8" GWB OVER 3 5/8" WAINSCOT �X XA \�- METAL STUD 5/8" GWB OVER 3 5/8" GWB WALL BELOW, MTL PARTITION TYP 40 METAL STUD ' CORNER BEAD TY /9) 1 AVFRR r,/ft" (.WR BASE. SEE SCHEDULE n BOTH SIDES 6" METAL STUDS at 16" o.c. MAX. FILLER STRIP, CONT. V1 -GONG. SLAB ON GRADE. 13 PLAN DETAIL to PLAN DETAIL g PLAN :DETAIL REFER TO STRUCTURAL „ - „ - „ _ „ 1a UPPER FIRST FLOOR _ _ _ N _ _ � 1a UPPER FIRST FLOOR_ _ _ A91 1 1/2 — 1-0 PP A91 1 1/2 — 1-0 A91 1 1/2 — 1-0 Y 1'-4" - - - Y 1'_4„ CORRIDOR WALL 11 58" 2'-6" 1'-638" FILLER STRIP, CONT. — — — — — — TB-1 1/MW/TB-1 PROTECTION BELOW . I BASE. SEE SCHEDULE GWB PARTITION TYPE S3E CONCRETE SLAB ON GRADE ..... . ..... .. .. -.. .- -..... -. - .. . - - CONC. SLAB ON GRADE. - (2) LAYERS 5/8" I A' LREFER TO STRUCTURAL - REFER TO STRUCTURAL - 3 5/8" METAL STUDS AT 16" OC I I VARIES VARIE �., MAXIMUM STAGGERED CONCRETE FOUNDATION - R-11 UNFACED BATT INSULATION AND FOOTING, REFER TO eTDI Ir1TI IDAI nDA%Arinlne - (2) LAYERS 5/8" i n GWB PARTITION TYPE S3 i o I nw I Urnn� unnvv uva� 1 FIRST FLOOR _ _ _ 1 FIRST FLOOR _ - FINISH As SCHEDULED — i — —<� I - 5/8" GWB o" - - - Q" - _ _ _ _ _ _ - 3-5/8" METAL STUDS AT 16" OC I ao - - - - - - I MAXIMUM - FINISH AS SCHEDULED CONCRETE FOUNDATION I AND FOOTING, REFER TO ------ STRUCTURAL DRAWINGS -1� CONCRETE ffR-TO STRUCTTU STRUCTURAL 7lT A XT T1TT A TT S3 i 5 t"LfilV 1J� 11�1L I 1, SECTION DETAIL AT SLOPED FLOOR 16 SECTION DETAIL AT SLOPED FLOOR A9•1 1 1/2" = F-0" S3 I N A9.1 1 1/2" = F-0" A9.1 1 1/2" = F-0" X aA.z — - �? I— _� - l GWB PARTITION TYPE S6B 6 I - (2) LAYERS OF 5/8" GWB A71iLl - 6" METAL STUDS AT 16" OC y I I 3 MAXIMUM - R-19 UNFACED BATT INSULATI N . I 61/4" 6 7/8" r 1 I 3 - (2) LAYERS OF 5/8" GWB HM DOOR FRAME 11 1/4" 1,2 3/4" — - 12„PLAN DETAIL SEALANT W/ BACKER ROD A91 1 1/2" = 1'-0" o �•`�4 . �jNCAIy p �s O F •. I l GWB PARTITION TYPE s6B PLAN DETAIL PLAN DETAIL 477 - (2) LAYERS OF 5/8 GWB - - - - - - 32 14 20 CAM •. - `. ` - 6" METAL STUDS AT 16" OC A9.1 1 1/2" - F-0" A9.1 1 1/2" - F-0" .� MAXIMUM UNFACED BATT INSULATION I 3 I KK BLOCKING AS REQ'D �i���s`ElA - (2) LAYERS OF 5/8 GWB N METAL LOCKER-\ BASE. SEE SCHEDULE 4 7/8" 2 3/4" I 11 5/8" SEALANT—. O FILLER STRIP, CONT. I I �`�. CONC. SLAB ON GRADE. REFER TO STRUCTURAL _ HM FRAME- g 3 S3 I O � XPANSION JOINT S2 METAL TRIMS - MOSER jk 1a UPPER FIRST FLOOR _ _ _ _ ORRIDOR WALL MILLWORK PILON 1'-4" COUNTERTOP AND MILLWORK ROTECTION BELOW 0 6 77 NELSON N � � I., ARCHITECTS 30 JORDAN LANE ae .n cl, WETHERSFIELD, CT. 06109 - s 3 1 4 GWB PARTITION TYPE S3 TITLE 1 FIRST FLOOR Y p ,- - _ - - S3 M - 3-5/8" METAL STUDS AT 16" OC N INTERIOR DETAILS co MAXIMUM 3 - - - - - - - - FINISH AS SCHEDULED METAL EDGE TRIM TACK BOARD W/ GWB PARTITION TYPE S6B - - CONCRETE FOUNDATION _ S3 MASONRY PARTITION TYPE M8A (2} LAYERS OF 5/8' GWB TACK BOARD 8 _ AND FOOTING, REFER TO - 6" METAL STUDS AT 16" OC XPANSION JOINT 6 U.L. #U905 (1 HR. FIRE -RATED) GWB PARTITION TYPE S� STRUCTURAL DRA MAXIMUM " CMU o CONCRETE SLAB ON GRADE. - R-19 UNFACED BATT INSULATION - FINISH AS SCHEDULED 75/8" � 53/8" 115/8" - 3-5/GWB o REFER TO STRUCTURAL - (2) LAYERS OF 5/8" GWB - 3-5/8" METAL STUDS AT 6" OC GWB PARTITION TYPE S2A MAXIMUM I o - (2) LAYERS OF 5/8" GWB - FINISH AS SCHEDULED DATE 11 2 1 11 5/8" 2'-3 3/4" N - 2 1/2" METAL STUDS AT 16"o.c. MAX. 3' 3 3/8" COPYRIGHT (c) - R-19 UNFACED BATT INSUL ( Moser Pilon Nelson Architects a� z 12 SECTION DETAIL 9 PLAN DETAIL 4 PLAN DETAIL 1 PLAN DETAIL 2 PLAN DETAIL DWG. NO. A9.1 1 1/2" = 1'-0" ks,A9.1 1 1/2" = 1'-0" A9.1 1 1/2', = 1'-0" A9.1 1 1/2" = F-0" A9.1 1 1/2" = 1'-0" CL A991 2 REVISIONS Al CONFORMED SET MARCH 22, 2019 SEALANT W/BACKER C jf�ROD _ 1 2119119 BID SUPPLEMENT 1 <c`< x r F / COMPRESSIBLE FILLER r' J 12 CERAMIC TILE I G ROOM CAP ASSEMBLY X 8 ' j SO 3/4" PLYWOOD, PAINTED i 8" METAL JOIST FRAMING CMU WALL C / WALL BASE AS GWB L-BEAD _ FEC CORNER CABINET STAIR STRINGER SCHEDULED MASONRY PARTITION TYPE M8A 36 100 5/8" GWB ON 2 1/2" U.L. #U905 (1 HR. FIRE -RATED) AACTAI CTI MC _ P11 ('CAI I �'" ,�i !i x i�� /\ XXV,x / / / \, . ILL] ------ FLOOR COVERING,, FINISH AS SCHEDULED REFER TO SCHEDULE ti FOR TYPE 3 2 _7 SEALANT 8 1 - 30 _ —� SEALANT W/BACKER r ` TOP OF SLAB SEE KITCHEN DWG ROD 3 / 10'-0" AFF r FOR EQUIPMENT - - - 4 STEEL BEAM, REFER COMPRESSIBLE FILLER STATE PROJECT NO. MASONRY PARTITION TO STRUCTURAL ACT CEILING, REFER TYPE M8 DRAWINGS 132 0089 N 37 TO CLAN FOR TYKE CONCRETE SLAB ON I - 8" CMU - - - —� I `� MASONRY PARTITION TYPE M8A I PHASE 2 OF 5 GRADE, REFER TO � I -FINISH AS HM HEAD, PLAN FOR FRAME TEFER OYPE STRUCTURAL DRAWINGS SCHEDULED U.L. #U905 (1 HR. FIRE -RATED) 1" RIGID INSULATION - 8" CMU - FINISH AS SCHEDULED CONCRETE FOUNDATION, 45/8" 3" S2 GWB PARTITION TYPE S2A REFER TO STRUCTURAL DRAWINGS - (2) LAYERS OF 5/8"GWB TACKBOARD - 2 1/2" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. _ O n EDGE OF SLAB AT CMU WALL n PLAN DETAIL n PLAN DETAIL n DETAIL AT VESTIBULE CAP 16 PLAN DETAIL 15 PLAN _DETAIL n A9.2 1 1/211 = 1'-0" A9.2 1 1/2" = F-0" A9.2 1 1/2" = 1'-0" A9.2 1 1/2" = F-0" A9.2 1 1/2" = F-0" A9.2 1 1/2" = F-0" KK 7 5/8" 11 5/8" �1 !T n v WALL PROTECTION BELOW X.4 GWB PARTITION TYPE S2 - EXPANSION JOINT—� GWB MTL CORNER FEC - (1) LAYER 5/8" GWB 10 7/8" 6 5/8" - 2 1/2" METAL STUDS AT 16" OC TACKBOARD 3 FEC BEAD, TYP MAXIMUM Q 1 3 -FINISH AS REDUCED _j7 " PROTECTION A WALL P MASONRY R Y PARTITION TY E M _ L---- ---I BELOW -8"CMU O° - FINISH AS SCHEDULED I r S3- ALIGN bo TILE (BELOW) 777 L J Cx� 7 . VA l` �TACKBOARD W/ ISEALANT, ALL SIDES METAL TRIM SEALANT W/ ti S3 FRAMED MIRROR, 1. ' - �—WALL PROTECTION S3 FURRING AS REQ'D BACKER ROD S1 LJ BELOW _ CASED METAL OPENING N O W 8 I N MASONRY PARTITION TYPE M8 S3 r - E•l - 8" CMU CERAMIC TILE I - FINISH AS SCHEDULED �■■■� O SO 8 _ I S3 91/2" -EXPANSION �1 JOINT • PT ANT TYP T A TT PT A NT n-P T A TT AMR R (lR T�F-T A TT . PT . A N T�R.T A TT . PT . A N 1�F.T A TT . PT, A N T)F.T A TT, 14 1 " 11 m L L 1 1 "d 13 1 L Jl �l \ L L 1 1 "d 1 V 111 \1 \ V 1 \ 1J 1J 1 .A �11J 11 1 1J.L �1 'I 1! iJ JL l �1iJ 10 i i-�1 it N i.i .ice i a �ii� 9 A9.2 1 1/2" = F-0" A9.2 1 1/2" = F-0" A9.2 311 = 1'-011 A9.2 1 1/2" = F-0" A9•2 1 1/211 = 1'-011 A9.2 1 1/2" = F-0" Q l'v, :7 5/8" 4" 2 5/8" r:vx n 11 I ' CERAMIC TILE MASONRY PARTITION TYPE M8 MASONRY PARTITION GWB PARTITION TYPE S6A TYPE M4 - 8" CMU SO - (1) LAYER 5/8" GWB - FINISH AS SCHEDULED - 4" CMU 8 - 6" METAL STUDS AT 16"o.c. MAX. - FINISH AS - R-19 UNFACED BATT INSUL. - SCHEDULED - (1) LAYER 5/8" GWB MASONRY PARTITION TYPE M8 - 8" CMU HM FRAME I / - FINISH AS SCHEDULED - - - - 36 3 / SEALANT W/ BACKER ROD 7nlvl rrimIVIC - 38 MASONRY PARTITION TYPE M8 a - 8" CMU I. SEALANT WITH BACKER ROD, TYP -FINISH AS SCHEDULED [-RAILING <, COMPRESSIBLE FILLER J I CCL IAVLUIVIIV, rSCr-Ct'S I V �II/Itf, �rSTRUCTURAL DRAWINGS V �' 'f 5/8"GWB, 2 1/2" MTL FRAMING GWB PARTITION TYPE S3B / I. -f GWB PARTITION TYPE S2 f - 1 LAYER 5/8"GWB - 5/8" GWB SEALANT W/ BACKER ROD - 3-5/8" METAL STUDS AT 16" OC MASONRY PARTITION TYPE M8 MAXIMUMTAL STUDS AT 16" OC MAXIMUM - �1 I - 8" CMU -FINISH AS SCHEDULED - R-11 UNFACED BATT INSULATION` FINISH AS SCHEDULED - 5/8" GWB - - I I \ I MTL CORNER BEAD SEALANT RETURN GWB TO FRAME I SO , '� e'CtOSN& "'I". I •- r ;t, CAN I , O.H. COILING GRILLE _ :. � ; ' j� � S3 3 g PLAN DETAIL , PLAN DETAIL 6 PLAN DETAIL 5 PLAN DETAIL ALIGN '-MAGNETIC HOLD OPEN ABOVE -DOOR A9.2 "- A9.2 "_ A9.2 "_ A9.2 "- ' " 1 1/2 - 1 0 1 1 /2 1 0 1 1 /2 1 0 1 1 /2 — 1-0 1'-2 5/8" T T-9 3/4" P O 9�� S3 R � 5 5!8" 1'-3" 3'-9 3/4" 186.1 1" 81/8" FEC S3 ALIGN MAGNETIC HOLD -OPEN ABOVE DOOR MOSER / PILON 3 - 3 COUNTER TOP AND S3 3 � S3 S3 3 BACK SPLASH BELOW \ MASONRY PARTITION TYPE M8 27.5 NELSON - 8 CMU - FINISH AS SCHEDULED ARCHITECTS LGWB PARTITION TYPE SO - - - - - - - - 28 30 JORDAN LANE 8-(1)LAYER5/8"GWB WETH� 60)I56D'6C6406109 - 7/8 METAL HAT CHANNEL FURRING__j GWB PARTITION TYPE S3 CD - FINISH AS SCHEDULED - - 5/8" GWB S M `" - 3-5/8" METAL STUDS AT 16" OC " MAXIMUM FINISH AS SCHEDULED S3 TITLE �° STEEL COLUMN, REFER TO INTERIOR DETAILS SEALANT WITH BACKER ROD, TYP a' S3 STRUCTURAL DRAWINGS S3 0> COMPRESSIBLE FILLER I S3 o GWB PARTITION TYPE S6A - (1) LAYER 5/8" GWB S3 DATE 11/2/2018 - 6" METAL STUDS AT 16"o.c. MAX. S3 o - R-19 UNFACED BATT INSUL. 1 LAYER 5/8" GWB T-57/8" 61/8" 6 COPYRIGHT (c) () Moser Pilon Nelson Architects i Q 4'-0" T-0 3/8" E DWG. NO. z 5 5/8" 1 5/8" 7 3/8" PLAN DETAIL PLAN DETAIL PLAN DETAIL PLAN DETAIL AT POCETED DOOR z 4 3 2 1 K�� � ,� A9*2 2 A9.2 1 1/2" = F-0" A9 2 1 1/2" = 1'-0" A9.2 1 1/2" = 1'-0" A9.2 1 1/2 = 1-0 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 1 3/8" BULLNOSE CMU BLOCK 1 I � � 11/2" I 3 o n N, N co ! i BASE CABINET 3/4" WOOD VENEER PANEL WITH SOLID WOOD EDGES C ! SALVAGED EXTERIOR SIGNAGE 1 L I lul rn v1 AND FILLER ON Z-CLIPS, TYPICAL l BATT INSULATION T � w REVEAL PLATFOR 0 CURTAIN AND RIGGING EO LINE OF JAMB BEYOND LINE OF CLOSED PARTITION WOOD VENEER PANEL x zt —1 IAIC nC nOr-DADI C PARTITION t�w�� 2x WOOD BLOCKING HOOK AND LOOPLILTJ STRIP FASTENER' nnI 7_(.1 Pc TYPICAL' _ I _ / r __ __ __ ________ ALIGN WITH I WOOD NOSING FINISHED FLOOR - 1 b PLATFORM FLOOR gk — — 3' 4" - - - Q 1/4" REVEAL Cl) ° 5/8" GWB ON 6" METAL FRAMING 6" 0� - - - L - - xxx XNA 1x RUNNING WOOD TRIM 3 d � j l 1 I + I I WOOD SF IM AS REQUIRED dam' XNX l - - - - REMOVABLE WALL PADS V J A .. -1 777� - --- - - ----- - I WO UNNING TRIM _ WALL BASE AS SCHEDULED a I I ~ O WALL SAFETYXXI PAD r- -I - �' - CAST IN PLACE CONCRETE - VVHLL, REr_FCt1 10 `. < �, . "- SOLID WOOD EDGE BANDING TO MATCH - - RECESSED PROJECTION SCREEN OPERABLE PARTITION n �_ CAULK 5" [ 31/4" WOOD NOSING BELOW STRUCTURAL DRAWINGS SOLID WOOD TRIM - 1 a UPPER FIRST FLOOR VENEER, TYPICAL - - - I ( I) I TIC SOLID WOOD EDGEZ 1 9„ a a - - a 1'-4° 6" 4' 31/2" 3'-01/8" • ;� r a a;. a WOOD VENEER PANEL JAMB BEYOND r PROCENIUM OPENING JAMB DETAIL PLATFORM SKIRT DETAIL PROSCENIUM OPENING HEAD DETAIL 4 3 1 1/2" = F-0" Ate% 1 1/2" = 1`-0" A�J 1 1/2" = 1'-0'' 0 I 1 r� HARDWOOD FRAME, FACE FASTENED THRU TO THREADED RECIEVERS EMBEEDED WITHIN 2x WOOD BLOCKING, TYPICAL TOP AND SIDE RAILS ACOUSTICALLY TRANSPARENT FABRIC SCREEN i:r_1,100 191 r6 1 b PLATF— ORM FLOOR 3 4' GYM WALL PADDIN CMU BOND BEAM LINTEL I I I I I ``-SUBWOOFER, REFER I `� TO TECHNOLOGY DRAWINGS X" F I I I I M CONCRETE SLAB ON GRADE TYPE 00 - FINISH AS SCHEDULED - CAST IN PLACE CONCRETE SLAB, ! REFER TO STRUCTURAL DRAWINGS - VAPOR BARRIER - 2" RIGID INSULATION ALONG EXTERIOR WALL, EXTENDING 2' INBOARD I. a. V a Q - A SUBWOOFER ALCOVE 1 1/2" = F-0" - 33'-3 3/4" 3/8" REVEAL, TYPICAL 3p" � -1--- -- TYPICAL - VINYL GRAPHIC (3) COLOR, 114" +/-12'-8 5/8" V.I.F. DIGITAL IMAGE FILE T O BE Lu PROVIDED BY ARCHITECT -- �- °0 M D D-SM Ifff-S - -L � —WOOD VENEER UP PANEL ON Z CLIPS EXISTING SIGNAGE C3 i SALVAGED, CLEANED Lu GRAIN AND REFURBISHED 01, II I' I II II ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 1 I II it I I II - I, I, I III 1, I III I,I III 1,1 III Iil III I,I III 1,1 III I,I 1,1 I,I III I,I Ip Iil 3/8" REVEAL III III III III 11I 41 41 it1 ul ul NI PLAM FINISHED OPERABLE PARTITION hl III Iq it I• (SHOWN CLOSED) pil II I 11l it II I WALL PADS ,,t II I II -- II I I I �1 co LINE OF PROJECTION SCREEN (SHOWN DASHED) A9.3 TYP L ----- a--------------------- ___ ______ ___ _ __ __ ___ __ REMOVEABLE SUBWOOFER --------------------------------- ------------------ __ ---------- --- --- --� ALCOVE GRILLE 1X3 RUNNING TRIM 4 WOOD NOSING A9.3 i PROCENIUM ELEVATION 1/2" = F-0" MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A9*3 OR REVISIONS CONFORMED SET MARCH 22, 2019 i� i I� I I I 1 I I I I I I I I I 1 109. 109.1 CAFETERIA 106 - WEST 1/4" = F-0" k In !� 0 MEDIA CENTER 104 - NORTH PAINTED PATTERN 1/4" = F-0" + --IL .----_ CORRIDOR 182 - NORTH PAINTED PATTERN 1/4" = F-0" CV C CV CO C �{ e - N C C? C M C C CAFETERIA 106 - EAST PAINTED PATTERN 1/4" = F-0" MEDIA CENTER 104 - EAST PAINTED PATTERN 1/4" = 1'-0" CORRIDOR 182 - WEST PATTERN 1/4" = 1'-0" CORRIDOR 182 - EAST PATTERN 1/4" = 114" ! > j •.. �•' •WHOM 1/4" = F-0" MEDIA CENTER 104 - WEST PAINTED PATTERN 1/4" = 1'-0" 1 i 1 1 STRUCTURE SHOWN DASHED7--"' MAIN OFFICE 101 - SOUTH PAINTED PATTERN 1/4" = 1'-0" 2" SPACING, TYP 0 0 HVAC GRILLE, REFER TO MEP DWGS 00 CV 0 CV PAINT PATTERN TYPES P-6: TEAL P-8: ORANGE P-10: LIGHT GRAY P-11: MEDIUM GRAY STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 0 L/1 Q o � w W E� U rin O �wz O z r�i�H � � o o � h � a a x a �vC:iN p` rj MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A994 REVISIONS 2'-1° 2'-1° 2'-1° CONFORMED SET 2'-1" 1 2 MARCH 22, 2019 2'_0�� 2'-0" P.LAM. COUNTERTOP 2'-0" 2,-0„ I c+nnfnr- -rn �n�ni i i Rld" SCRIBE TO WALL = 3/4" 3/4" -3/4" JI,RIDC I V VVALL - - -- - -- « r I SCRIBE TO WALL SCRIBE TO WALL P.LAM. BACKSPLASH P.LAM. BACKSPLASH1.�� T����� P.LAM. BACKSPLASH P.LAM. BACKSPLASH PVC EDGE BAND P.LAM. ,-P.LAM. CONT. BLOCKING IN -DROP-IN BOWL r COUNTERTOP DROP -IN BOWL r COUNTERTOP � rT/- 'KING P.LAM. COUNTERTOP WALLS z 1/2" I I r-P.LAM. COUNTERTOP r N r. 1 1 _ � - - PVC EDGE BANDPVC EDGE BAND PVC EDGE BANDPVC EDGE BAND o wP.LAM pg!=r t -- % INTERIOR, TYP. �, JAY TT `� EDGE T —RAILS WITH P.LAM. �8PVC EDGE BAND P.LAM. FRONT"I BASE, SEE SCHED. LWIRE PULLS wCONT. BLO3/4 CONT. BLOCKING WIRE PULLS, TYP. =' IN WALLS IN WALLS _ - 2' 0" P.LAM. DOOR WIRE PULLS FRONT -- z MELAMINE � _ z 20 '-'-I o o INTERIOR, TYP. C o zo Q o 1-- = j oz wMELAMINE P.LAM. DRAWER o ¢ \ °2 0I z w N o J -,co -P.LAM. DOOR/DRAWER w j INTERIOR, TYP. _ FRONTS R A C� ('' R T1�T�'T_ C IT �TTI�T(''T n rnrr r,r,,, �r„T „ „ >> 1 a � LU I t� N GRnnITC i Lu j o U o 20 0`- 17 1JL- "X-.d N✓1-11J11 AIL JL —►J11LL V 11 r V JIAIC r1-301EuI NO. "' a z o 3/4" N N w �-�` -� N ADJUSTABLE P.LAM. o w A10.1 1 1/2" = 1'-0" 132-0089 N o w INSULATE ® Y N zMELAMINE _� z M r SHELF N z PHASE 2 OF 5 T I— j INTERIOR TYP. w o "' 1' 8" N z EXPOSED PIPING v w / Lu 1/2" _ 1/2" -- RAILS WITH P.LAM. w U) `!� RECESSED METAL EDGE u SHELFSTANDARDS q I- CONT. BLOCKING 1 ) PVC EDGE BAND CONT. BLOCKING 3"—P.LAM. COUNTERTOP IN WALLS 3" PVC EDGE BAND CONT. BLOCKING 3' IN WALLS r r IN WALLS d r BASE, SEE SCHED. J M BASE, SEE SCHED. °' BASE, SEE SCHED. BASE, SEE SCHED. N -` -� ,- ui o 3/4 = m Y 3/4 WALLS 1/2" IN PVC EDGE BAND I- d M M M z 1 /2" 1 /2" uj N o Oz LL, ,-P.LAM INTERIOR, ,/ o o TYP. 3" T PVC EDGE BAND Tl A [`'1TN /"`/ /AA-T-%-1r1LTT'1T C'1Tl►TTT A T\ A T T A 'kTTTTT 1'1 A TlTl►TTT T% A C-1T f-1 A TlIrXTTT—T%TI A TTTTT% Tl A C1T 1�1 A TlTATTT—T%TI A IT TT"" T z co /` 21 BA�Jh k-,ABI1 �1E I -�1IN& 1�VA� 20 V L�lvl l Y 1�1-31511�1 1 19 DA;!Or 1-,1- MINr 1 IJKA Wri� 18 tShi�� 1.1��11V 1 ��i�i ri� w >=� �� - BASE, SEE SCHED. A10.1 Lu 1 1/2" = F-0" A10.1 1 1/2" = F-0" A10.1 1 1/2" = 1'-0" A10.1 1 1/2" = 1'-0" cr V 1 2'-1 ° 2'-1 " I 314" 2 0 �3/4" BASE CABINET -SHELVING o SCRIBE TO WALL 3/4�P.LAM B O SPLASH —P.LAM. BACKSPLASH �P I AM RACKRPI ARH Ain i i 1 /'Iff it All . A� CONT. WOOD BLOCKING P.LAM. COUNTERTOP P.LAM. P.LAM. COUNTERTOP r �, r COUNTERTOP 8" 8' C PVC EDGE BAND PVC EDGE BAND DUPLEX � 5 5/8" r , UPL X OUT RAILS WITH P.LAM. �' m 7 W U 1/2 - COORDINATE WITH EDGE / P. �:, ELECTRICAL DRAWINGS ( °' I �R �i CONT. BLOCKING IN I� F�1 _ MELAMINE ( S/STL LOUVER � WALLS WALLS BLOCKING IN RRA(:KFT (:nl INTER r INTERIOR, TYP.-- -WIRE PULLS / Q �� �-- ADJUSTABLE P.LAM. SHELF, ALL j M� SUPPORT vvv„ �P.LAM � I I o INTERIOR, TYP. ADJUSTABLE P.LAM. P.LAM. DOOR '� z SIDES FINISHED, (2) PER CABINET ``` + - ADJUSTABLE P.LAM. SHELF, (2) o SHELF z - - - - _ - - - �' z `r PER CABINET 1�1 Z = — — M � _ N 0 0 0 o DEVICE �/ �� w P.LAM a~ z zo z ( o; CHARGING cn MELAMINE P.LAM. DOOR Cl)> > u STATION w w INTERIOR, TYP. J 1 a uI N w I I w w INTERIOR, TYP. Y O w - w - - w co o M a ";' / I RECESSED METAL > cc RECESSED METAL o o w - _ °C I, -3/4" O° z SHELF STANDARDS � a- ow ow 1/2" r r I / I 7�%- 1 SHELFSTANDARDS Lu RECESSED METAL 1/2 SHELF STANDARDSO`�' /In w 1/2 "(2) 1 1l2" x 6" OBLON I / I CONT. WOOD WALL CLEAT CONT. BLOCKING l �� VENT HOLES WITH f o IN WALLS T ,.' FINISHED EDGES ,` ` I WIRE PULL 3" PVC EDGE BAND P.LAM. SKIRT is m. �fi ` CONT. BLOCKING I M P.LAM. SKIRT BASE, SEE SCHED. IN WALLS PVC EDGE BAND f l DASC, SCE OUr-ICD. /� ,� —'�— ,--.•=•—._.- .—.— �� I. "',� �- LIGHT FIXTURE -� BASE, SEE SCHED. CLEAR INSIDE 1 0" 3!4' WHERE LIGHT I INDICATED XTURE "' WHERE INDICATED 3 ON ELEC. DWGS. CLEAR INSIDE SECTION ELEVATION ON ELEC. DWGS. r WORK COUNTER 15 BASE CABINET -SHELVING 14 DEVICE CHARGING CABINET 13 UPPER CABINET SHELVING 12 UPPER CABINET 04 A10.1 1 1/2" = F-0" A10.1 1 1/2" = F-0" A10.1 1 1/2" = F-0" A10.1 1 1/2" = F-0" A10.1 1 1/2" = F-0" V I� 2'-1" _ II .. II „ I x 2'_0" 2'-01. 2._0" SCRIBE TO WALL 3/4" i SCRIBE TO WALL 3/4" P LAM. BACKSPLASH clnnior_ --n mini � /P.LAM. /- /-P.LAM. BACKSPLASH o /-P.LAM. BACKSPLASH JIiRIDC I V WALL COUNTERTOP f. P.LAM. COUNTERTOP P.LAM. COUNTERTOP P.LAM. COUNTERTOP P.LAM. BACKSPLASH PVC EDGE BAND DROP -IN BOWL - M M N I Al P.LAM. COUNTERTOP - r - �� N PVC EDGE BAND PVC EDGE BAND PVC EDGE BAND - =�- - PVC EDGE BAND RAILS WITH P.LAM. LO EDGE60 M CONT. WOOD WALL CLEAT - P.LAM. FRONT INTERIOR, TYP.--� ' WIRE PULLS WIRE PULLS, TYP. _ co 1 WIRE PULLS, TYP. rnnlT RI nrulnl� 6 1 I _ MELAMINE T '"'' """""'"`" z P.LAM. DOOR/DRAWER o o I "' INTERIOR TYP. IN WALLS 2 0 o j FRONTS a - a P.LAM. DRAWER o Lu o f j P.LAM. DRAWER o NTERIOR TYP. ` 1 FRONTS o > co > MELAMINE r > MELAMINE zot z co w 1 o z w INTERIOR, TYP. r LO FRONTS z w 1/2" /I 3/4" 1. d Lu 0 CV = O 2 Lu N '`- 1/2" RAILS WITH P.LAM. N o _� = — o �.; 1. 314' `� 1!2" m ,-°; EDGE Lu M w w RAILS WITH P.LAM. Lu z INSUL. EXPOSED v Lu EDGE, TYP d I. Lu -MELAMINE _ PLUMBING 3, PVC EDGE BAND CONT. BLOCKING CONT. BLOCKING i 3' 7 0 "' INTERIOR TYP. I 3 CONT. BLOCKING IN WALLS IN WALLS PVC EDGE BAND IN WALLS 't'' BASE, SEE SCHED. _� BASE, SEE SCHED. ,.:e+t►�=t,,; BASE, SEE SCHED. tf3/4" 4 GON�/FC�i,, ` )► 3 O N th co Ch m `` • JNCAN pF;�, !� - BASE, SEE SCHED. M BASE, SEE SCHED. ty �. s 11 SORTER WALL CABINET to BASE CABINET -SINK 9 BASE CABINET -DOOR g BASE CABINET -DRAWER 6 BASE CABINET -DRAWER A10.1 1 1/2" = F-0" A10.1 1 1/2" = F-0" A10.1 1 1/2" = F-0" A10.1 1 1/2" = F-0" A10.1 1 1/2" = F-0" CAULK VARIE CAULK SOLID SURFACE STOOL SOLID SURFACE STOOL3/4" 1/2" P.LAM. BACKSPLASH P.LAM. BACKSPLASH P.LAM. BACKS LASH �314" MO SER " 3/4 �P.LAM. BACKSPLASH CONT. WOOD WALL CLEAT CONT. WOOD ALL CLEAT _ PILON 3/4 P.LAM. BACKSPLASH P.LAM. COUNTERTOP PVC EDGE BAND I P.LAM. COUNTERTOP P.LAM. COUN ERTOP P.LAM. COUNTERTOP / P.LAM. COUNTERTOP N N _ co '7 N N T MNELSON PVC EDGE BAND N PVC EDGE BAND PVC EDGE BAND V PVC EDGE BAND ARCHITECTS 30 J O R D A N LANE WETHERSFIELD, CT. 06109 (860) 563-6164 BRACKET COUNTER CTERIOR, TYP P.LAM TERIOR, TYP P.LAM SUPPORT cn <n ADJUSTABLE P.LAM. I TERIOR, TY � INTERIOR, TYP. z z ADJUSTABLE P.LAM. z z TITLE 0 0 SHELF o SHELF ADJUSTABLE P.LAM. ADJUSTABLE P.LAM. o w o w - r o> m4 N o w "'� T SHELF o MILLWORK Z u.I z w q z w q z w z w ' SHELF N o DETAILS �� r = ` N n N = N g N o 1/2 ----RECESSED METAL N w 1/2 `� 1/2" RECESSED METAL Cr o� RECESSED METAL � -1/2" ac RECESSED METAL Iw- SHELF STANDARDS �' UJ �- SHELF STANDARDS `� r" SHELF STANDARDS z z z SHELF STANDARDS z z w w CONT. BLOCKING IN I -I -I w CONT. BLOCKING IN w WALLS v CONT. BLOCKING IN =' WALLS WALLS _ 3" PVC EDGE BAND 21/2 PVC EDGE BAND 3" 3' PVC EDGE BAND 10 CONT. BLOCKING BASE SEE SCHED. co PVC EDGE BAND IN WALLS M BASE, SEE SCHED. BASE, SEE SCHED. *� =�+ _� BASE, SEE SCHED. DATE 11/2/2018 - BASE, SEE SCHED. COPYRIGHT (c) Moser Pilon Nelson Architects am E DWG. NO. z U WORK COUNTER at GLAZING BASE CABINET -SHELVING at GLAZING 3 BASE CABINET -SHELVING 2 BASE CABINET -SHELVING 1 BASE CABINET -SHELVING CL z 5 4 A1091 A10.1 1 1/2" = 1'-0" A10.1 1 1/2" = 1'-0" A10.1 1 1/2" = 1'-0" A10 1 1/2" = F-0" DISPLAY CABINET at CORRIDOR 1 1/2" = F-0" PIPING. SEE PLUMBII DRAWINGS. CONT. BLOCKING IN WALLS Z 0 Q O J z w fr o O m cv � z w w 2'-7" 1" EPDXY BACKSPLASH CONT. WOOD WALL CLEAT CONT. BLOCKING IN WALLS INSULATE EXPOSED PIPING BASE, SEE SCHED. 2'-6" i 3/4"- DROP -IN BOWL 1" EPDXY _ COUNTERTOP - ao RAILS WITH WOOD FD F_TYP lfi WOOD PANEL FRONTS, 1/4" SOLID WOOD EDGE, TYP. w U z Q w _I r � w w z Y Q w U w 0 CABINET SINK ADA - STEM LAB 3011 D 1 1/2" = 1'4' IN BOWL ,XY FERTOP vvII n vvvvu TYP. 'ULLS DOOR FRONTS, )LID WOOD 3 )LID WOOD TYP. SEE SCHED. CABINET SINK - STEM LAB 3 0" D 1 1/2" = F-0" ADJ. WALL SHELVING 1 1/2" = F-0" PIPING. SEE PLUMBII DRAWINGS. CONT. BLOCKING IN WALLS BOOK SHELF 1 1/2" = F-0" CABINET EPDXY 1 1/2" = F-0" Pi Pii�G. SEE PLvI�A RI� DRAWINGS. CONT. BLOCKING IN WALLS 1" EPDXY COUNTERTOP PAILS vv'I I I I vv'OOD EDGE, TYP. WIRE PULLS WOOD DOOR/DRAWER FRONTS, 1/4" SOLID WOOD EDGES ADJUSTABLE SHELF, 1/4" SOLID WOOD EDGE RECESSED METAL SHELFSTANDARDS 1/4" SOLID WOOD EDGE, TYP. BASE, SEE SCHED. - STEM LAB 3011 D 1" EPDXY COUNTERTOP RAILS WITH WOOD EDGE, TYP. WIRE PULLS, TYP. WOOD DOOR/DRAWER FRONTS, 1/4" SOLID WOOD EDGES RAILS WITH WOOD EDGE, TYP. 1/4" SOLID WOOD EDGE, TYP. BASE, SEE SCHED. CABINET EPDXY - STEM LAB 3011 D 1 1/2" = F-0" non DGE. VING OOD DGE. KING ALLS HED. LACONT. BL 1N WALLS RECESSE 3/4„ SHELF ST co MELAMINE I TERIOR, T I ; An 1 co 1 P.LAM. D( ADJUSTA'�. — -- =M I SHELF, (2 WIRE PUL T o ,— r r AP.LAM. Slk d m FIXED P.L PVC EDGI 1/2" P.LAM INTERIOR, TYP. 1' 4" P.LAM. COUNTEF \, r 7tco PVC EDGI �7_ 1 /2" CONT. BL MELAMINE j INTERIOR, TYP. �( r WALLS 3 PVC EDGI BASE, SE 'v CUB B IE CABINET 1 1/2" = F-0" )CKING METAL 4NDARDS 1OR 3LE P.LAM. PER CABINET L IRT %M. SHELF : BAND TOP :BAND )CKING IN :BAND SCHED. C C' CONT. BLOCKIN IN WALLS I M 1 MELAN Y P.LAM. .l C\1 WIRE f M t3/4"' c —_ M` —� _ �� l i 1 1. 1 o� z w Z3 o� 0:: o w w� l w 1. 1 r� J LPARTI' P.LAM I WOOE SOLID V-4" a .I T IU1 VT___1 3" 'I BASE, MAIL SHELF 1 1/2" = F-0" 2'-0" i I 1 1 —ADJUS 1/4" SC v A T T PARTII r : P.LAM. o MELANINE 1 PVC EC INTERIOR, TYP. a ' LU J w 0 w — WIRE F A z [ uj C 7 KEYED r RECEE SHELF 1S I 711 -1/2" r PVC E[ ` 3" BASE, �314" IINE INTERIOR DUUR ULL IONS SHELVING WOOD EDGE. SEE SCHED. FABLE P. LAM SHELF, LID WOOD EDGE ION DOOR FRONT, iGE BANDS ULLS LOCK SED METAL STANDARDS AGE BAND 3EE SCHED. STORAGE CABINET SHELVING 1 1/2" = F-0" DISPLAY CABINET at 1 1/2" = F-0" C e C REVISIONS CONFORMED SET DINT, 5/8" GWB, MARCH 22, 2019 J 6" MTL STUD FRAMING VISHED TOP SOLID WOOD )GE TRIM :D LIGHT )TE: ATTACH TO WALL STATE PROJECT NO. 132-0089 N )CKING SLIDING FRONT PHASE 2 OF 5 _ASS DOOR, TEMPERED, ETALTRACK kCK BOARD kCK O )JUSTABLE GLASS iELVING (3) TEMPERED o � Q � o LAM BOTTOM, SIDES, TOP W E-I ETAL FRAME w SOLID WOOD )GE TRIM ALL PROTECTION M�1 4.1 oZIN `J n DTE: ATTACH TO WALL V1 )LID WOOD BASE 94 OORING, REFER TO )HED. c -v v M 77 FIXED SH co 1/4" SOLII CLOSET _+�_ 7 11" � P.LAM. z DOOR/DF 0 z FRONTS, BANDS J w N ! w WIRE PUI z w r—MELANINE (� INTERIOR, TYP. KEYED L( CV PARTITIC 6" MEP CHA 132,134 MEP DRA I FIXED SF CV C., d I I PVC EDG 3" I M11 BASE, SE WARDROBE CABINET 1 1/2" = F-0" ELF, ) WOOD EDGE 30D AWER PVC EDGE LS )CK .�+AZ O�jNCAN 1C M N J O: i� Z' b10ST^.R PILON NELSON N ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 SE FOR RM. )NLY. SEE WINGS. TITLE MILLWORK DETAILS ELF E BAND DATE 11/2/2018 E SCHED. COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A10*2 �3" 3" LO OP r; i I I - (V I L MILLWORK DISPLAY CASE DOOR, TEMPERED, METAL TRACK A10.3 MILLWORK DISPLAY CASE PLAN 5" SOLID WOOD EDGE TRIM _OCKING SLIDING FRONT 3LASS DOOR, TEMPERED, AETALTRACK ADJUSTABLE GLASS SHELVING (3) TEMPERED 3" SOLID WOOD EDGE TRIM 2" SOLID WOOD EDGE TRIM WALL PROTECTION NITH CORNER, TOP PROFILE TRIM SOLID WOOD BASE CORRIDOR 284 - BENCH 1/2" = F-0" CORRIDOR 183 - BENCH/ DISPLAY 1/2" = F-0" ?" RADIUS 0 CV 4LL BASE, SEE CODE AN FOR IOTOLUMENSCENT )CATION CORING, SEE ;HED. CORRIDOR 183 - DISPLAY CASE / BENCH DETAIL 51/2" 3/8" 1 BREAK OUT AREA 281 - BENCH 1/2" = F-0" BUILT IN BENCH ICI M n CORRIDOR 193 - BENCH 1/2" = F-0" --CONT. BLOCKING IN WALLS SOLID SURFACE (SEAMLESS) 3/4" RADIUS ON PLYWOOD, 2X4 WOOD STUD 12" o.c. I r000° 1'4' 1 , —1/2" RADIUS BENCH DETAIL WALL BASE, SEE CODE / PLAN FOR PHOTOLUMENSCENT LOCATION FLOORING, SEE 9 I—SCHED. 16'-7 3/4" CORRIDOR E1931 VARIES CAULK SOLID SURFACE STOOL CONT. BLOCKING IN WALLS 1/8" RADIUS N SOLID SURFACE (SEAMLESS) Z3/4" RADIUS ON PLYWOOD, 2X4 WOOD STUD 12" o.c. 51/2" 10 1'-4" ,-1/2" RADIUS FLOORING, SEE SCHED. BENCH DETAIL at GLAZING REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 O Q o � w W WF U O O O H � CIO a a Q coAyFc,,, iZ �rrrrrrrrnrti������,�` MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE MILLWORK DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 1 1/2" = 1'-0" A10.3 1 1/2" = 1'-0" A10.3 1 1/2" = 1'-0" A1093 00 REVISIONS CONFORMED SET MARCH 22, 2019 Q N N 0 N L N n E z U N z MEDIA CENTER DESK - W MEDIA CENTER DESK - E I 1 2'-9" 1 2'-911 1 2'-9" ( 1--, 1 MEDIA CENTER DESK - N MEDIA CENTER 104- DESK ,, A• / % A1/1 A % t I^It 11 n,l l Ain A / 1 /�l„ ] 1/21i = F-011 "�� 1/21' = 1'-U" \/ 1//- = 1 -u ' :% 1/2 = I -v MAIN OFFICE DESK - E 1/2" = F-0" DETAIL - MAIN OFFICE DESK n 1 A n A nl n T^M DETAIL - MAIN OFFICE DESK 1 11-4" 1 . � .1.1 6'-T � 1 MAIN OFFICE REAR MAIN OFFICE DESK - N MAIN OFFICE DESK - S 1/2" = F-0" A .4 1/2" = 11-0" Aio.4 1/211= 11-011 VVVI 1". Yf/ LLLV 1111- DETAIL - MAIN OFFICE DESK VVVI IV. YY/ LLLV 1111Vr " DETAIL - MAIN OFFICE DESK P.LAM WOR rt� M \Allnr ... A-—n—\I\-r I'll / %Ar\ i i MAIN OFFICE 101 -DESK STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 L/1 Q o � wWU WH dr w�A � �F O H� a rf'1t�'Il�if MOSER I'ILON NELSON ARCH I T E C T S 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE MILLWORK DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 1 1/2" = 1'-0" A10.4 1 1/211 = 1'-0" A10.4 1 1/2" = 1'-0" A10.4 1 1/2" = 1'-0" Aio.4 1/2" = 1'-011 A 10.4 SECOND FLOOR OVERALL CEILING PLAN 1/16" = F-0" 0 0 N N t` 0 N m ..Q E z U N IL z n FIRST FLOOR OVERALL CEILING PLAN 1/16" = F-0" KEYPLAN REVISIONS CONFORMED SET MARCH 22, 2019 [,T ATr' r1117l11Cl1T PI/\ J 1 /11 C r-rl"/J CIS 1 IVV. 132-0089 N PHASE 2 OF 5 . ! f!7(19i1- 7F t h/1-OSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL CEILING PLANS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A11e0 F— REVISIONS PAINT STRUT DECK �, ¢ onnuc onhu� onrwU 01 Ir%uL SHADE SHADE <1 G' T PARTIAL FIRST FLOOR CEILING PLAN - SOUTH I►unVIiT•lnn ALTERNATE 1 NOTE: ROOMS 132, 132A, 133, 133A, 134, 134A CEILING TYPE TO BE ACT-03 WINDOW WINDOW WINDOW WINDOW PTA� �! -� LOOR CEILING-1 PLAN -NORTH WINDOW PROJECT NORTH KEYPLAN CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 i CEILING TYPES - ACT-0 2'x2' SUSPENDED ACT TILE SYSTEM ACT-02 tt_, _ ;�t1cAN j; •.- '''•i= 2'x2' SUSPENDED SCRUBBABLE ACT SYSTEM ACT-03 I I I�'I 1I GG JVJI LIVVLV I'1V 1 I ILL o'xo' ci ieDGninGn nOT -ru C:sf0 SYSTEM, SUSPENDED BY ARV 1;,,,11��,,>> I�J�i ACOUSTIC HANGERS, REFER TO CEILING DETAIL SHEET ;- GWB-01 1/2" GWB ON SUSPENDED GRID MOSER - GWB-02 1/2" GWB ON 3 5/8" METAL PILON FRAMING NELSON GWB-03 ROOM CAP ASSEMBLY A R C H I T E C T S 3/4" PLYWOOD, PAINTED 8" METAL JOIST FRAMING 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 GWB-04 - 1 HR HORIZ FIRE RATED ONTALPANEL ASSEMBLY TITLE 1" GYPSUM LINER PANEL PARTIAL FIRST 4" C-H STUD, 4000H2O-34 5/8" GWB, TYPE X FLOOR CEILING ASSEMBLY EVALUATION PLANS - NORTH REPORT: AER-09038 AND SOUTH ACM-01 - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING 3" RIGID INSUL. DATE 11/2/2018 CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT COPYRIGHT (c) PAPERLESS SHEATHING Moser Pilon Nelson Architects - 6" COLD FORMED METAL DWG. NO. FRAMING AT 16" OC M XIMUM j SAP-01 SUSPENDED WOOD FIBER ACOUSTIC PANELSA11a1 • 1/8" = 1'-0" 11.1/ 1/811 = 11-Q11 PARTIAL FIRST FLOOR CEILING PLAN -WEST 1/8" = F-0" • , W 5 1 " = I ,-0„ �..m Z2 _ _— 4'-0" CHANNEL MOLDING, TYPICAL o bo HANGER WIRE, TYPICAL SUSPENSION GRID BEYOND 1/2" GWB, PNTD- CONCEALED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS 4 _1 112„ 1 " = 1 1-0" T H�< 2'N AXONOME UPSIDE DOWN) KEYPLAN CEILING TYPES ACT-01 2'x2' SUSPENDED ACT TILE SYSTEM ACT-02 2'x2' SUSPENDED SCRUBBABLE ACT SYSTEM ACT-03 2'x2' SUSPENDED ACT TILE SYSTEM, SUSPENDED BY - - ACOUSTIC HANGERS, REFER TO CEILING DETAIL SHEET GWB-01 1/2" GWB ON SUSPENDED GRID GWB-02 1/2" GWB ON 3 5/8" METAL - FRAMING GWB-03 ROOM CAP ASSEMBLY 3/4" PLYWOOD, PAINTED 8" METAL JOIST FRAMING GWB-04 - 1 HR FIRE RATED HORIZONTAL PANEL ASSEMBLY - 1" GYPSUM LINER PANEL - 4" C-H STUD, 400CH2O-34 - 5/8" GWB, TYPE X - ASSEMBLY EVALUATION REPORT: AER-09038 ACM-01 - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING 3" RIGID INSUL. CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM REVISIONS CONFORMED SET MARCH 22, 2019 1 2119/19 BID SUPPLEMENT 1 2 Z122119 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 T tti'mn'tT`• r,V*ry .�� G4NlyFCti,,� W 4. Ep P :z M0SER PILON NELSON necr+ire crs 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL FIRST FLOOR CEILING PLAN - WEST DATE 11/2/2018 COPYRIGHT CC Moser Pilon Nelson Architects SAT0e#01 SAP-01 r v r - SUSPENDED WOOD FIBER ACOUSTIC PANELS A1192 REVISIONS MATCHLINE 1 / A11.3 MATCHLINE 1 / A11.3 IDANT KEYPLAN CEILING TYPES ACT-01 2'x2' SUSPENDED ACT TILE SYSTEM ACT-02 2'x2' SUSPENDED SCRUBBABLE ACT SYSTEM ACT-03 2'x2' SUSPENDED ACT TILE SYSTEM, SUSPENDED BY ACOUSTIC HANGERS, REFER TO CEILING DETAIL SHEET GWB-01 1/2" GWB ON SUSPENDED GRID GWB-02 1/2" GWB ON 3 5/8" METAL FRAMING GWB-03 ROOM CAP ASSEMBLY 3/4" PLYWOOD, PAINTED 8" METAL JOIST FRAMING GWB-04 - 1 HR FIRE RATED HORIZONTAL PANEL ASSEMBLY 1" GYPSUM LINER PANEL 4" C-H STUD, 400CH2O-34 - 5/8" GWB, TYPE X - ASSEMBLY EVALUATION REPORT: AER-09038 ACM-01 - ALUMINUM COMPOSITE PANEL - AIR SPACE WITH ZEE FURRING - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16" OC MAXIMUM CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 0 x��ta� GoN&4C'''� U: 0A MOSER PIL""N NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL SECOND FLOOR CEILING PLAN DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. OR 1/8" = F-0" PARTIAL SECOND FLOOR CEILING PLAN - NORTH 1/8" = 1'-0" SAP-01 r v v - SUSPENDED WOOD FIBER ACOUSTIC PANELS A11*3 REVISIONS CONFORMED SET MARCH 22, 2019 MAX. 2c TOS(HIG_H , I ...................... ....... ....... i 11 1 1 H— — 1 _ �r ACOUSTIC CEILING TILE 8" MAX. 4" ACT 32Ao c. MAX.ING AT TRANSITION TRIM r, 2b TOS(L.OW) GYM ROOF _ _ `� 5/8" GWB ON METAL 25'-7" — — — — — STUDS AT 16"o.c. MAX. CV e= 12" HIGH PERIMETER =D CORNER BEAD, TYP. TRIM SUSPENDED GWB TYPICAL SOFFIT DETAIL A11.4 N.T.S. STATE PROJECT NO. 14 CEILING COVE DETAIL PHASE 2 OF 5 A11.4 1 1/2" = F-0" CONT. METAL FURRING CHANNELS OR WOOD BLOCKING, SUPPORT _ FROM STRUCTURE ABOVE LINE OF WALL #8-2-1/2" TEK SCREWS AT 2'-0"o.c. MAX. WIRE HANGER AT 42"o.c. MAX. TUBE SPACER AT SCREWS MAIN OR CROSS RUNNER 8"11 1" CROSS RUNNER MAX. CHANNEL AT 42"o.c. MAX. o j O o O 5/8 GWB 0 4„ .� LACOUSTIC CEILING TILE 7/8" METAL FURRING —CURTAIN TRACK CHANNELS AT 16"o.c. MAX. g V1 fir... 12 HIGH PERIMETER - TYPICAL CURTAIN TRACK DETAIL TYP. SUSPENDED GWB CEILING DETAIL 12 6 TRIM A11.4 N.T.S. A11.4 N.T.S. O SUSPENDED GWB GWB ON MTL STUD _/ � FRAMING WALL___ ----- ALL WIRE HANGER 15 RCD-01 _GYM DIVIDER CURTAIN 22 CEILING COVE DETAIL AT WALL o 0 0 0 0 o LINE OF WALL �, a 1 1/2" = F-0" A11.4 1 1/2" = 1'-0" CHANNEL YOKE WIRE HANGER AT A11.4 O 48"o.c. MAX. AT 48"o.c. MAX. CROSS RUNNER LIGHT FIXTURE 8" MAIN OR CROSS RUNNER MAX. ACOUSTIC CEILING TILE O W Z MAIN TEE 1�7„ CEILING TILE #8-1" SHEET METAL 20" N.T.S. 4 O E" SCREWS AT 16"o.c. MAX. -POP RIVET AT (2) ADJACENT WALLS ~ 0 TYP. LIGHT FIXTURE CHANNEL DETAIL �.�ALUMINUM CURTAIN 11 5 TYPICAL STARTER WALL DETAIL WALL SYSTEM A11.4 N.T.S. A11.4 GWB-04 N.T.S. - 1 HR FIRE RATED HORIZONTAL PANEL 94 ASSEMBLY - 1" GYPSUM LINER PANEL - 4" C-H STUD, 400CH2O-34 00 - 5/8" GWB, TYPE X I� - ASSEMBLY EVALUATION LINE OF WALL CROSS RUNNER — REPORT: AER-09038 8 MAX.4"HIGH PERIMETER *4 NOTE: DIAG. BRACING AT TRIM, ALL SIDES OF 11011101111111 32"o.c. MAX. S4 ANY SUPPORTS FOR ACOUSTIC CEILING TILE CEILINGS FLOATING MECHANICAL EQUIPMENT, LIGHTING, UNISTRUT, ETC., ARE � I TO BE FIRE CAULKED WHERE THEY PASS THROUGH THE CEILING TILE RATED HORIZONTAL PANEL ASSEMBLY 5/8" GWB ON METAL STUDS AT 16"o.c. MAX. GWB-04 UNISTRUT GRID SCRIBE TOP OF CABINET TO SOFFI TYPICAL PERIMETER TRIM DETAIL METAL DECK 2" CORNER BEAD 4 EXTEND SOFFIT 2" BEYOND A11.4 N.T.S. `" ACT-01 ACOUSTIC HANGER FACE OF CABINET N 2'x2' SUSPENDED ACT TILE 1 HOUR RATED r SYSTEM SEE MILLWORK DETAILS FOR PERIMETER FIRE BARRIER SUSPENDED FROM CABINET INFORMATION WITH MINERAL WOOL UNISTRUT GRID ABOVE PACKING MATERIAL AND SPLAY WIRES WITH WIRE HANGER AT SEALANT, HILTI SYSTEM NUMBER HI/BP 150-01 °`� 4 TIGHT TURNS EACH CORNER WITHIN 1-1/2" 23 RATED SOFFIT DETAIL 16 TYP ACOUSTIC HANGER DETAIL to TYPICAL SOFFIT at CABINETS A11.4 1 1/2" = F-0" A11.4 N.T.S. A11.4 N.T.S. G i i LIGHT FIXTURE CROSS TEE ---- LINE OF WALL � � DIAG. BRACING ACT HANGER 8„ MAX AT 32"D.C. MAX. TYPICAL LIGHT FIXTURE DETAIL %'zco WIRE HANGER AT 48" D.C. MAX. 3 ` A11.4 N.T.S. �1CA1Vp' C�r�i —S/STL SUSPENSION CABLE J ' r ACOUSTIC �4 coo J; ,fir„, •' CEILING TILE N +� Z: SUSPENDED WOOD FIBER ACOUSTIC PANEL__ ANEL EQ SEE CEILING PLAN CORNER BEAD S°21q� WIRE HANGER mot1% 5/8" GWB ON METAL AT 48"o.c. MAX. STUDS AT 16"o.c. MAX. SPLAY WIRES WITH WIRES (4) 4 TIGHT TURNS WAYS ACRYLIC PANEL WITHIN 1-1/2" 17 TYP ACOUSTIC PANEL DETAIL 9 TYPICAL SOFFIT DETAIL at WALL )MAIN RUNNER M-OSER 0 A11.4 N.T.S. A11.4 N.T.S. CROSS TEE PILON AXONOMETRIC NOTE: ALL SPLAY WIRES AT 451 NELSON 21 ARCHITECTS A11.4 $„M 30 JORDAN LANE WETHERSFIELD, CT. 06109 ®— ---S/STL THREADED ,, 2 TYPICAL FOUR-WAY SPLAY BRACING �860, 563-6164 TERMINATION STUD, EQ EQ 8" MAX 8" MAX A11.4 FASTENED TO STRUCTURE N.T.S. ANGLE: ABOVE AS REQUIRED TITLE • 90°AT TYPE A ACRYLIC PANEL SINGLE COLOR PER PANEL ,�; 31 °AT TYPE B 1/8" S/STL SUSPENSION CABLE •COLOR 1 - 11 PANELS �, �, ° c� • COLOR 2 - 11 PANELS CEILING DETAILS • 37 AT TYPE C w ACOUSTIC > • --S/STL THREADED • COLOR 3 - 11 PANELS o O O o CEILING TILE TERMINATION STUD a 20 LOCATED AS DETERMINED BY ARCHITECT ;2;z 8" MAX. S/STL WASHER, 11.4 o 0 0 0 DIAG. BRACING NOTES: SEISMIC REQUIREMENTS FOR ALL BEVELED AT TYPES B co ACOUSTIC AT 32"o.c. MAX. SPACES LARGER THAN 144 SQ. FT. - 4 AND C w 1/8" S/STL CEILING TILE ti 1/4" THICK ACRYLIC PANEL SUSPENSION CABLE CORNER BEAD, co 5/8" GWB ON METAL 1. ONE SET OF FOUR SPLAY WIRES SHALL BE INSTALLED FOR SEE CEILING PLAN STUDS AT 16"o.c. MAX. EACH 144 S.F. UNLESS OTHER SPECIALLY DESIGNED AND o TYP. DETAILED BRACING IS PROVIDED. THE FIRST SET OF SPLAY N S/STL DOME NUT 5/8" GWB ON SUSPENDED— N z /—CORNER BEAD, TYP. WIRES SHALL BE 4'-0" FROM ANY WALL OR PERIMETER. DATE 11/2/2018 TRACK SYSTEM _ WIRES SHALL BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. ATTACH TEES TO (2) ADJACENT WALLS IN EACH SPACE COPYRIGHT (c) ALLOW 1/4" SECTION DETAIL PLAN DETAIL SEE CEILING PLAN REMAKING WALLS. BETWEEN END OF TEE AND Moser Pilon Nelson Architects E 20 19 3. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DWG. NO. z A11.4 1 1/2" = F-0" A11.4 1 1/2" = F-0" U N z SUSPENDED ACRYLIC PANEL DETAILS 18 TYPICAL SUSPENDED WIDE SOFFIT DETAIL g TYPICAL WIDE SOFFIT DETAIL CEILING NOTES A11.4 A11.4 N.T.S. A11.4 N.T.S. r-1/4" RADIUS r` SLIDE INSERT SECTION rf VISUAL INDICATOR ZONE, ROOM NAME, WHITE LETTERS 1/3211 TACTILE INDICATOR ZONE, NAME, �\ BRAILLE ACRYLIC BASE MATERIAL, DARK BRONZE COLOR (MATCH T\11 \ArTAI \ I T P. IV] C 1 HL) TYPE A SIGNAGE TYPE A cc — — — co V — — ZV — -C—XiT N TA S C� CM C c`I op m TYPE B1 VISUAL INDICATOR ZONE, ROOM NAME, WHITE LETTERS, 1/4" THICK �1/32" TACTILE SIGN, WHITE LETTERING 1/32" BRAILLE ZONE " 6 �NCASE OF FIRE co 0 00 V USE STAIRS EVAu — ao �LR r, E[LEVATO� ; C — — — SIGNAGE TYPE B EGRESS .-1/4" RADIUS /—VISUAL INDICATOR ZONE, PICTOGRAPH WHITE COLOR LETTER/NUMBER, 1/4" THICK CHARACTERS VISUAL INDICATOR ZONE, r ROOM NAME, WHITE LETTERS, 1/4" THICK 1/32" TACTILE INDICATOR fI ZONE, NAME, BRAILLE, COLOR MATCH BASE N aoACRYLIC BASE MATERIAL DARK BRONZE TYPE B2 COLOR(MATCH TYP. METAL) 6" 6" 6" ------ I ------ F O O 0 v M O — — L — co M L N— — — — — — — — — — — — — M �111�NJ II U1lVVIIVi1_J l_ MEN_ —1 (— V V �Ill/UEw , M to Cl) R[ESTROON CME� V110MEf C � C 11 C N T TYPE C1 TYPE C2 TYPE C3 SIGNAGE TYPE C TOILETS 3" = 1'-0" 3" = 1'-011 311 = 11-011 6" 6" 6" 6" —1/4" RADIUS 1/4" RADIUS VISUAL INDICATOR ZONE, VISUAL INDICATOR ZONE, NUMBER, PICTOGRAPH ---VISUAL INDICATOR VISUAL INDICATOR _ NUMBER, PICTOGRAPH `0 WHITE COLOR ZONE, INTERNATIONAL O ZONE, DYNAMIC Cl) WHITE COLOR LETTER/NUMBER, 1/4" SYMBOL OF ACCESS ACCSSIBILITY SYMBOL MAAMUM LETTER/NUMBER, 1/4" — O THICK CHARACTERS T/� FOR HEARING PICTOGRAPH,WHITE COLOR PICTOGRAPH, THICKITE 0C�C UPANCY THICK CHARACTERS _ - / nni nR 114" THICK ,—VISUAL INDICATOR ZONE, a'U UUUU"w REFER TO CODE PLANS /rr ROOM NAME, WHITE I—A�������� —I VORUOCCUPANT LOAD T NAME— n ME �► LETTERS I USTENNG VISUAL INDICATOR ZONE, WHITE r — — —I LVISUAL ETTERS DILATOR ZONE, WHITE N N �U�/lTM L �����M� LETTERS so L2M� 1/32 TACTILE INDICATOR M '- 1/32" TACTILE INDICATOR I�—//�— E _ _ ZONE, NAME, BRAILLE ZONE, NAME, BRAILLE C 1/32" TACTILE INDICATOR ZONE, C 1/32" TACTILE INDICATOR ZONE, r BRAILLE BRAILLE T ''—ACRYLIC BASE MATERIAL, � �'—ACRYLIC BASE MATERIAL, T T ACRYLIC BASE MATERIAL, � —ACRYLIC BASE MATERIAL, DARK BRONZE COLOR DARK BRONZE COLOR DARK BRONZE COLOR DARK BRONZE COLOR (MATCH TYP. METAL) (MATCH TYP. METAL) (MATCH TYP. METAL) (MATCH TYP. METAL) TYPE D SIGNAGE TYPE D 3" = F-0" 2'-T 20XX-20XX CV TYPE E1 SIGNAGE TYPE E 3" = F-0" SCHOOLNAME TOWN SEAL PUBLIC BU6LDING COMMIMON NAME co NAME NAME NAME NAME CHAIRMAN OF THE SUPERINTENDENT OF SCHOOLS BOARD OF EDUCATION NAME NAME GENERAL NOTES: ARCHITECT CONSTRUCTION MANAGER • SIGNAGE TEXT TO BE PROVIDED BY ARCHITECT OWNERS PRE T MANAGERNAM• SIGN TO BE BRONZE WITH r — — — — - — - -- — RECESSED TEXT DEDICATION PLAQUE TYPE E2 5'-0" LOGO, RECESSED FROM FACE, COLORS C-4, C-5, C-6, DIGI T AL IMAGE FILE AVAILABLE FROM ARCHITECT 1/2" x 1/2" x1/2" RECESS, COLOR C-3 CV� TYPE F SIGNAGE TYPE F 3" = F-0" WITH REVEAL M � ID I N S MTH O_ MEN RY SC H-00 o LETTERS RECESSED FROM FACE, COLOR C-2 GENERAL NOTES: —2" THICK SANDBLASTED HDU SIGN PANEL COLOR C-1 • COORDINATE SIGN PLACEMENT - 4" x 4" ALUMINUM POST AND CAP, WITH SITE DRAWINGS • SIGN TO BE DOUBLE SIDED CHANNELED TO TO ACCEPT SIGN PANEL, PAINTED COLOR C-1 APPROXIMATE LINE OF GRADE PROTECTIVE COATING AT _ PORTION OF POSTS EMBEDED III " I) I I I-i I III -I I III WITHIN CONCRETE CONCRETE FOOTING to II I —III— I —III °< 4 ' - ) MONUMENTAL SIGN EXTERIOR n 1 1/2" = F-0" A11.5 3/4" = 1'-011 T-2 5/8" kiA- N NTR A-N--C-E1- PROJECTED CHARACTER SIGN 3/4" = F-0" 1 15'-8 7/8" R- CL- DD -DD EM- E N A FABRCATED METAL LETTERING 1/2" = 1'-011 x a 5-9 5/8" SIM % ITIONA11110rcelEMI PROJECTED CHARACTER SIGN 3/4" = F-0" OP 1 r 11.5 CP F-1 - - - - 00 H M UNTED DIMENSIONAL CHARACTER SIGN 6" co _ I I DETEC TOO R zn MECHAMCAL ROOM 114 N T C — — TYPE G 1/4" RADIUS VISUAL INDICATOR ZONE, PICTOGRAPH WHITE COLOR LETTER/NUMBER, 1/4" THICK CHARACTERS VISUAL INDICATOR ZONE, ROOM NAME, WHITE LETTERS, 1/4" THICK, REFER TO SCH FOR NAME 1/32" TACTILE INDICATOR ZVIVC, IAIVIC, BRAILLE ACRYLIC BASE MATERIAL, DARK BRONZE COLO (MATH TYP. METAL) 1/4" RADIUS VISUAL INDICATOR ZONE, NUMBER, PICTOGRAPH WHITE COLOR LETTER/NUMBER, 1/4" THICK CHARACTERS 1/32" TACTILE INDICATOR ZONE, NAME, BRAILLE ACRYLIC BASE MATERIAL, DARK BRONZE COLOR (MATCH TYP. METAL) SIGNAGE TYPE G 3" = F-0" 18 min 1 1 455 I -I I centered On tactile characters 18 miry 455 Figure 703.4.2 Location of Tactile Signs at Doors PROJECTED CHARACTER SIGN 2 SIGN SECTION A11.5 1 1/2" = F-0" FLUSH MOUNTED DIMENSIONAL CHARACTER SIGN 1 SIGN SECTION A11.5 1 1/2" = 1'-011 SIGNAGE SCHEDULE- FIRST FLOOR CONSTRUCTION DOCUMENTS ROOM NUMBER AND NAME IITrM SIGNAGE ROOM NUMBER AND NAME NUIVII�CtI NAiviE SIGN IVUIYIBER SIGN 114 IVIC 101 MAIN OFFICE SECRETARIAL AREA D 101A MAIN OFFICE CONFERENCE ROOM D 101 B PRINCIPAL'S OFFICE A 101 C TOILET Cl 102 HEALTH SERVICES A 102A TOILET Cl 102E CONSULTATION ROOM D 102C SUPPLY ROOM D 103 FACULTY LOUNGE A 104 MEDIA CENTER D 104A MEDIA CENTER OFFICE A 104B IVIDEO PRODUCTION LAB A 104C MEDIA CENTER WORKROOM A 1 US S I tM LAB f1 COIYIIYIEIV I S REVISIONS CONFORMED SET MARCH 22, 2019 106 CAFETERIA D, E-1, F TYPE E1 & F SIGNS LOCATED ADJACENT TO DOOR 117E.1 107 BOYS' TOILET C2 STATE PROJECT NO. 108 GIRLS' TOILET C3 132-0089 N 109 KITCHEN D PHASE 2 OF 5 109A KITCHEN STORAGE D 109B FOOD MANAGER'S OFFICE D 110 CUSTODIAL OFFICE D 111 GENERALSTORAGE D 111A OUTDOOR EQUIPMENT STORAGE D 112 TOILET Cl 113 MAIN ELECTRICAL D 114 MECHANICAL D 115 IT D 116 CUSTODIAL STORAGE D 117 GYMNASIUM D, E-1, TYPE E1 & F SIGNS LOCATED ADJACENT TO DOOR E-2, F 117E.1, TYPE E2 SIGN LOCATED ADJACENT TO DOORS 117.1, 117.2, & 117.3 117A P.E. OFFICE D 117B P.E. STORAGE D 117C CHAIR STORAGE D 117D A/V CLOSET D 117E GYMNASIUM ALCOVE 118 INSTRUMENTAL MUSIC AND A, E2 TYPE E2 SIGN LOCATED ADJACENT TO DOOR 118.1 PLATFORM 118A STORAGE D 118E PRACTICE ROOM A 118C PLATFORM ACCESS D 119 VISUAL ARTS CLASSROOM A 119A VISUAL ARTS STORAGE D 119B KILN ROOM A 120 GENERAL MUSIC A 121 TOILET C2 122 TOILET C3 123 TEACHER WORKROOM D 123A STORAGE D 124 RELATED SERVICES SUITE A 124A CONFERENCE ROOM D 124B SOCIAL WORKER A 124C WORLD LANGUAGES A 124D SPEECH A 124E PSYCHOLOGIST A 124F STORAGE D 125 ELECTRICAL CLOSET D 126 CUSTODIAL STORAGE D 127 ENGLISH LEARNERS A 128 MATH INTERVENTION A nn 1Gy I !-MA Pl Cl4 A/\I AI-C1Mf%f'1AA UrSHIJCJ 1-4 ka L.Moonk1/VIVI A M 129A TOILET Cl 130 GRADES 1-2 CLASSROOM A 130A TOILET Cl 131 GRADES 1-2 CLASSROOM A 131A TOILET Cl 132 KINDERGARTEN A 132A TOILET Cl 133 KINDERGARTEN A 133A TOILET Cl 134 KINDERGARTEN A 134A ITOILET Cl 135 GRADES 1-2 CLASSROOM A 135A TOILET Cl 136 GRADES 1-2 CLASSROOM A 136A TOILET Cl 137 GRADES 1-2 CLASSROOM A 137A TOILET Cl 138 GRADES 1-2 CLASSROOM A 138 CLASSROOM 138A TOILET Cl 139 READING INTERVENTION A 139A INSTRUCTIONAL STORAGE D 140 SPECIAL EDUCATION RESOURCE ROOM A 141 OT/PT RESOURCE ROOM A 180 VESTIBULE 181 EAST LOBBY E2 TY 182 CORRIDOR 183 CORRIDOR A 184 CORRIDOR E2 TY 185 VESTIBULE 186 WEST LOBBY E2 TY 187 VESTIBULE 188 CORRIDOR E2 TY 189 VESTIBULE 190 SERVICE CORRIDOR E2, G TY TY 191 CORRIDOR 192 CORRIDOR E2 TY 193 CORRIDOR A 194 VESTIBULE EL-1 ELEV. B2 S101 SOUTH STAIR B1 S102 NORTH STAIR B1 SIGNAGE SCHEDULE •• SECOND FLOOR CONSTRUCTION DOCUMENTS ROOM NUMBER AND NAME TYPE SIGNAGE ROOM NUMBER AND NAME _ NUMBER NAME SIGN NUMBER SIGN NAME 201 SPECIAL EDUCATION RESOURCE ROOM A 202 GENERAL STORAGE D 203 TOILET C2 204 TOILET C3 205 IDF A 206 GRADES 3-5 CLASSROOM A 207 GRADES 3-5 CLASSROOM A 208 GRADES 3-5 CLASSROOM A 209 GRADES 3-5 CLASSROOM A 213 GRADES 3-5 CLASSROOM A 214 GRADES 3-5 CLASSROOM A 215 GRADES 3-5 CLASSROOM A 216 GRADES 3-5 CLASSROOM A PE E2 SIGN LOCATED ADJACENT TO DOOR 181.2 PE E2 SIGN LOCATED ADJACENT TO DOOR 185.1 PE E2 SIGN LOCATED ADJACENT TO DOOR 187.1 PE E2 SIGN LOCATED ADJACENT TO DOOR 189.1 PE E2 SIGN LOCATED ADJACENT TO DOOR 190, PE G SIGN LOCATED ADJACENT TO DOOR 114.1 PE E2 SIGN LOCATED ADJACENT TO DOOR 192 COMMENTS `'o N MOSER PILON NELSON 217 GRADES 3-5 CLASSROOM A A R C H I T E C T S 218 INSTRUCTIONAL STORAGE A 30 JORDAN LANE 219 BOYS'TOILET C2 WETHERSFIELD, CT. 06109 220 GIRLS'TOILET C3 (8s0) 563-6164 281 BREAK-OUT AREA A 282 CORRIDOR E2 TYPE E2 SIGN LOCATED ADJACENT TO DOOR S201 283 ALCOVE TITLE 284 CORRIDOR E2 TYPE E2 SIGN LOCATED ADJACENT TO DOOR S202 SIGNAGE AND S201 SOUTH STAIR B1 SIGNAGE S202 NORTH Bl SCHEDULE STAIR SIGNAGE SCHEDULE - SECOND FLOOR ALTERNATE 1 CONSTRUCTION DOCUMENTS ROOM NUMBER AND NAME TYPE SIGNAGE ROOM NUMBER AND NAME COMMENTS DATE 11/2/2018 COPYRIGHT Architects Moser Pilon Nelson Architects NUMBER NAME SIGN NUMBER SIGN NUMBER 210 GRADES 3-5 CLASSROOM A 211 GRADES 3-5 CLASSROOM A DWG. NO. 212 GRADES 3-5 CLASSROOM A 284 CORRIDOR 285 BREAK-OUT AREA A A11*5 ME MATCHLINE - - 2 / AF1.1 PARTIAL FIRST FLOOR FINISH PLAN - SOUTH 1/8" = F-0" m PARTIAY, FIRST FLOOR FINISH PLAN -NORTH 1/8" = F-0" KEYPLAN FINISH LEGEND CARPET TILE CPT-1 & 2 CARPET TILE CPT-3 CONCRETE Ll CONC. LUXURY VINYL TILE LVT-1 LUXURY VINYL TILE LVT-2 .. I I IXI IRV TILE LVT-3 LUXURY VINYL TILE I VT-4 LUXURY VINYL TILE LVT-5 V/LUXURY VINYL TILE /j LVT-6 LUXURYVINYLTILE .� PORCELAIN TILE PT-1 11 \1 RIBBER TILE RUBBER SPORTS FLOOR RSF-1 °°°°°°°°°°° °°°°°°°°°°° RUBBER STAIR TREAD °°°°°°°°°°° °°°°°°° RST-1 WALK OFF CARPET TILE WOC-1 REVISIONS CONFORMED SET MARCH 22, 2019 S T A T E PROJECT NO. 132-0089 N PHASE 2 OF 5 WE �g�wr �`rV JNCAN a/✓, r z° ice* 7t 0 MOSE-I'l-I PI -�� ON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL FIRST FLOOR FINISH PLANS NORTH AND SOUTH DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects I11TIM901L is AFLI PARTIAL FIRST FLOOR FINISH PLAN - WEST 1/8" = 1'-0" 0 0 N N t` 0 N m E z 8 CL SOCIAL VORKER 124BJ KEYPLAN FINISH LEGEND CARPET TILE CPT-1 & 2 CARPET TILE CPT-3 CONCRETE d CONC. �1 LUXURY VINYL TILE U LVT-1 LUXURY VINYL TILE LVT-2 LUXURY VINYL TILE LVT-3 LUXURY VINYL TILE LVT-4 \� LUXURY VINYL TILE ;` ! LVT-5 L— LUXURY VINYL TILE LVT-6 LUXURY VINYL TILE � LVT-7 PORCELAIN TILE PT-1 QUARRY ------- RUBBER TILE RT-1 RUBBER SPORTS FLOOR RSF-1 00000..o000 o00000- RUBBER STAIR TREAD oo.o00oo00o °°°°°°°°°°° RST-1 *--o .. WALK OFF CARPET TILE Ez WOC-1 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 O Q � 0 2 H � W W �.d hit GONI� -J� CANp ,C���� TAOSER -'ADN NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL FIRST FLOOR FINISH PLAN NEST DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. AF1*2 F- (T PROJECT NORTH NORTH REVISIONS CONFORMED SET MARCH 22, 2019 V) N N 0 N E z CL .o z 1/8" = V-0,, (iiiiiii- PARTIAL SECOND FLOOR FINISH PLAN - NORTH 1/8" = V-0,, I - i L I ( WEST i ;SOUTH! I, KEYPLAN FINISH LEGEND CARPET TILE CPT-1 & 2 (ETA It. f riU11�u1 AI/l 132-0089 N PHASE 2 OF 5 CARPET TILE 1 CPT-3 LACONCRETE CONC. I LUXURY VINYL TILE U L.VT-1� LUXURY VINYL TILE LVT-2 LUXURY VINYL TILE �---,I LVT-3 LUXURY VINYL TILE LVT-4 LUXURY VINYL TILE LVT 5 LUXURY VINYL TILE LVT-6 L=) ryl LUXURY VINYL TILE LVT-7 PORCELAIN TILE PT-1 I F �Ial QUARRY TILE OT-1 C�) . RUBBER TILE o RT-1 RUBBER SPORTS FLOOR RSF-1 P=1 0000000000-moo.000 RUBBERS AIR TREAD RST-1 WALK OFF CARPET TILE AI WOC-1 '\\\,W.1%t t I I P f f t rtrTr��, ccaNHFc,,,,,, �t* 11,mn l 7E- r4 m ulll*� S Ell R TLIILON NELSU"N ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SECOND FLOOR FINISH PLAN DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. AF1*j MEDIA CENTER OFFICE 104A MEDIA CENTER WORKROOM 104C w ' N z N J LL � '¢ 2'r T KEYPLAN GENERAL NOTE: FURNITURE PLANS ARE PROVIDED FOR REFERENCE ONLY, NOT FOR CONSTRUCTION. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 33 L4 DERGARTEN KINDERGAR p KINDERGAR ° 132 133 ° 134 ° 51 0 TOILE TOILET OILET 132A 133A 134A i � I I I I I I I I I 1 1 1 1 1 1 U I I I I I I I I I O w�n� VCCTIRILI'� CORRIDOR � 192 19 I N RTH ST�Ii C)' ¢ S 102 1 1 1 1 I f I I �\ < T i IIII fl fIl I � ` O MATCHLINE ° ° � � �'- • - - � ° � _ F2 1 A ET 0 111 - - - - - i TOILET _ . TOILET 3LA I t F15 II I U �1 ,^ I I I I I I I I I I q i 138A v1 O t I I I I 1 1 1 1 1 1 1 II I ---------------_ �M�C�N� I / r ! SOUTH STAIR— — — \ 1 2 / AF2.1 0kmj Cz7 A i i i i i i1MLs-- T� I 11 I J-LIJ-L-L-------------- ELEV.E—F�o r, ►� FE L-11 CORRIDORE71:1 191 RE INLfjj�o I H PaGI VEN ION O 12 GRADES 1-2 GRADES 1-2 139 CLASSROOM CLASSROOM CUSTODIAL 131 135 STORAGE 126 ® tt� INSTRUCTIONAL ° r� STORAGE E I F1 77- I ° ELECTRICAL-7 TOILET 124 125 OILET M� ' SPEEC CLOSET 130 136A - ' iF� � -WORLD ° ' LANGUAGES 124C SOCIAL STORAGE 124E ES RC ! WORKER Mom. -190 MATCHLINE 1 / AF2.1 \\!!lltttilt/tt At J<aCAN . C'a, DA MOSER PILON NELSON ARCHIrECrs 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL FIRST FLOOR FURNITURE PLAN - NORTH AND SOUTH (FOR REFERENCE ONLY) DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects PARTIAL FIRST FLOOR FURNITURE PLAN — SOUTH 1/8" = 1'-0" 5 PARTIAL FIRST FLOOR FURNITURE PLAN — NORTH 1/8" = 1'-0" DWG. NO. AF291 o , C MECHANICAL IT VESTIBUL �- CHAIR P.E. OFFICE 114 F 1-15-1189 A A A GE CUSTODIAL 1 C P.E.TORAGE STORAGE III `II `II,II I EFill -7 ,16 MAIN r ELECTRICAL 1 113 \\\ f TOILET 112' KITCHEN L PSTOr RAGE GIRLS' T LET BOYS' TOILET �-- GENERA 108 107 11L STORAGE L-1 I17111 OUTDOOR L7 17-71 (EQUIPMENT I STORAGE SERVICE El 1117A — — — CORRIDOR 190 � F I - CA ETER A 10 I KITCHEN 109 \q6 CUS ODIAL ,�0D OF ICE MANAGER'S 110 OFFICE 1096Li _L6 PARTIAL FIRST FLOOR. FURNITURE PLAN — WEST 1/81' = 1'-0" WEST LOBBY 186 VESTIBULE 187 `WA ;j Ia !Ip Gl III h1- E I1 I'�A I l i!A Ia u B--& RTi- mw rl 8 I�� III I� III li� III li� I ' IJ- I� I•l il� IJ u� IJ ICl il1 all B u I�l ii PLATFORM ACCESS 118C CORRIDOR 183 0 11 VISUAL ARTS STORAGE 119A LFF ME ENTER OFFICE 1 44A i VIDEO PRODUCTION LAB 104B f MEDIA CENTER WORKROOM 104C m r- Hq i 4 +J a F, tyj GENERAL 120 KILN ROOM 119B r--7 a CORRIDOR' 182 MEDIA CENTER 104 � m KEYPLAN GENERAL NOTE: FURNITURE PLANS ARE PROVIDED FOR REFERENCE ONLY, NOT FOR CONSTRUCTION. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 ltttt'3}133�ti MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL FIRST FLOOR FURNITURE PLAN - WEST (FOR REFERENCE ONLY) DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. AF2o2 S201 MATCHLINE � � � - 1 / AF2.3 KEYPLAN UENEt- AL NOT E: FURNITURE PLANS ARE PROVIDED FOR REFERENCE ONLY, NOT FOR CONSTRUCTION. REVISIONS CONFORMED SET MARCH 22, 2019 S I H I C t'1-SVJCIi 1 IVV. 132-0089 N PHASE 2 OF 5 0 A MOSER PILON NELSON ARCHIiECiS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SECOND FLOOR FURNITURE (FOR REFERENCE ONLY) DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects PARTIAL SECOND FLOOR FURNITURE PLAN - SOUTH 1/8" = 1'-0" 2 PARTIAL SECOND FLOOR FURNITURE PLAN - NORTH 1/8" = 1'-0" �� AF2*3 S T R U C T U R A L N 0 T E S F 0 1• D FRAMING LEGEND A. GENERAL Al. UNLESS OTHERWISE NOTED WITHIN THE STRUCTURAL DRAWINGS, THE SECTIONS AND DETAILS SHOWN SHALL BE CONSIDERED TYPICAL AND CONTIGUOUS AND SHALL BE APPLICABLE TO SIMILAR CONDITIONS WITHIN THE PROJECT SCOPE. A2. THE STRUCTURAL DRAWINGS, INCLUDING ALL PLANS, SECTIONS, DETAILS AND SPECIFICATIONS, SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS, SITE/CIVIL/LANDSCAPE DRAWINGS, MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS AND VENDOR CERTIFIED DIMENSION DRAWINGS TO PREPARE SHOP DRAWINGS WITH SUFFICIENT DETAIL AND DIMENSIONS TO COMPLETE THE WORK. A3. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS THAT WILL EFFECT THE LAYOUT AND SEQUENCING OF THEIR WORK. A4. ATTACHMENT AND SUPPORT OF MECHANICAL EQUIPMENT SHALL FOLLOW THE MANUFACTURER INSTALLATION INSTRUCTIONS. AS. THE STRUCTURE HAS BEEN ENGINEERED TO BE SELF SUPPORTING ONCE THE WORK IS (-nAADI FTP TNF rn(UTRAr OP HAS Cnl G PECDnIVCIRII ITV MP TWr: CTRII(-TIIIRES CTARII ITV _01Vll L.1_I L. I IL CON l l\AC V1\ JV LL JI VIYJIlJ1L11 I VI\ DURING CONSTRUCTION INCLUDING MEANS METHODS OF ERECTION, TEMPORARY SHORING AND TEMPORARY BRACING. A6. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR FOLLOWING ALLAPPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF THE WORK. A7. INSPECTION AND MATERIALS TESTING SHALL BE AS SPECIFIED IN THE DRAWINGS AND THE "SCHEDULE OF SPECIAL INSPECTIONS" DOCUMENT. A8. ALL MECHANICAL OR ADHESIVE ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION REQUIREMENTS. A9. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS WITH ARCHITECTURAL AND MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. B. DESIGN INFORMATION B1. REFER TO THE DESIGN DATA TABLE FOR THE APPLICABLE CODES AND DESIGN REFERENCES USED IN THE ENGINEERING OF WORK PRESENTED IN THESE DOCUMENTS. B2. REFER TO THE DESIGN DATA TABLE FOR LIVE LOADS, SNOW LOADS, WIND LOADS, SEISMIC LOADS AND RELATED DESIGN PARAMETERS. B3. THE DESIGN ALLOWABLE SOIL BEARING CAPACI 1 Y AND SEISMIC DESIGN VALUES HAVE BEEN LISTED WITHIN DESIGN DATA TABLE ON THIS SHEET FOR SHALLOW FOUNDATION DESIGN. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018. SOIL BEARING CAPACITY SHALL BE VERIFIED IN THE FIELD BY A QUALIFIED GEOTECHNICALENGINEER ENGIN ENGAGED E OWNER. FOOTINGS SHALL NOT BE GAG D BY THE PLACED WITHOUT APPROVAL FROM THE GEOTECHNICAL ENGINEER. B4. THE DESIGN LOADING FOR MECHANICAL EQUIPMENT SPECIFIED IN THE WORK IS BASED ON THE OPERATIONAL WEIGHT AND DYNAMIC FORCES PUBLISHED IN MANUFACTURERS CUT SHEET DATA AT THE TIME OF THE DESIGN. ANY CHANGES TO UNITS AS PURCHASED SHOULD BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER OF RECORD FOR FURTHER EVALUATION AND DIRECTION. C. BUILDING EARTHWORK (REFERENCE SPECIFICATION DIVISION 31, EARTHWORK, AND GEOTECHNICAL ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. AND DATED APRIL 19, 2018.) Cl. ALL AREAS WITHIN THE STRUCTURE WILL BE STRIPPED OF EXISTING FILL MATERIALS AND REPLACED WITH CONTROLLED STRUCTURAL FILL TO REQUIRED ELEVATIONS. C2. AFTER REMOVAL OF ALL EXISTING BUILDING AND FOUNDATION ELEMENTS, SITE PIPING, TANKS, BURIED CONDUITS, ETC. THAT ARE WITHIN THE AREA OF THE NEW BUILDING FOOTPRINT STRUCTURAL FILL IS TO BE PROVIDED IN ALL TRENCHES AND EXCAVATIONS AND SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S REPORT CREATED BY WELT[ GEOTECHNICAL AND DATED APRIL 19, 2018. C3. EXCAVATIONS IN WET AREAS SHALL BE PROTECTED FROM REMODELING OF THE SOIL WITH A 6 INCH LAYER OF 3/8 INCH CRUSHED STONE PLACED BENEATH THE FOOTINGS ON NATURAL SOILS OR CONTROLLED STRUCTURAL FILL AT THE EXCAVATED SUBGRADE ELEVATION. REFER TO THE GEOTECHNICAL ENGINEER'S REPORT AND EARTH MOVING CPF('IFIr'ATInN mR FYrA\/ATlnf\I RFnI IIRFl\/1FNTS Snll RFARII\i(; CAPACITY nF THE SUBGRADE SHALL BE VERIFIED PRIOR TO THE PLACEMENT OF THE GEOTEXTILE AND STONE. C4. FLOW OF GROUND WATER THROUGH EXCAVATIONS SHALL BE CONTROLLED BY THE CONTRACTOR DURING THE FOUNDATION AND EARTHWORK CONSTRUCTION TO ELIMINATE DISTURBANCE OF THE EXCAVATED SURFACES. C5. ALL CONTROLLED STRUCTURAL FILL SHALL BE PLACED IN 8"-12" LAYERS AND COMPACTED WITH MECHANICAL VIBRATORS TO A MINIMUM OF 95% PROCTOR DENSITY AS DEFINED BY ASTM D1557. REFER TO GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL RFni IIRFKAFI\ITC ANIf) (-I IMPI INIFC .,c�.l\�IYIL.IY1Jr\IYL...,..11���IlY�J. C6. FOUNDATION WALLS ARE NOT TO BE BACKFILLED UNTIL CONCRETE HAS BEEN IN PLACE A MINIMUM OF SEVEN (7) DAYS AND TOP OF WALLS ARE PROPERLY BRACED WITH PERMANENT FRAMING OR TEMPORARY SHORING UNLESS BACKFILLED EVENLY BOTH SIDES 1 O 1 Orr OF FIIVISH GRADE. D. FOOTINGS D1. ELEVATION OF BOTTOM OF FOOTINGS TO BE VERIFIED WITH FIELD CONDITIONS AND ARE TO MAINTAIN A MINIMUM DEPTH TO BOTTOM OF FOOTING OF 4-6" BELOW FINAL FINISH GRADE FOR REQUIRED FROST PROTECTION. D2. FOOTINGS ARE TO BE PLACED ON NATURAL INORGANIC SOILS OR ON CONTROLLED COMPACTED STRUCTURAL FILLS OR CRUSHED STONE OVER NATURAL INORGANIC SOILS HAVING A MINIMUM SOIL BEARING CAPACITY AS STATED IN THE DESIGN DATA TABLE AND GEOTECHNICAL ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018. n7 nl I C(lllTl nlGC CLIAI I DC A nAINIAAI IAA nC 17 inl('LICC TUI(-V AAlr) CVTCAin A In1('LICC DCVn AIn LIJ. ALL FOO IIVVJ JI IPILL UL t-\ IV[ I IVI IVIVIVI VI 12 I1,101LJ 1111\.1 NNID 1EXTE VV Y 11,1 1 ILJ 131-M VV EACH FACE OF THE SUPPORTED WALL OR 9 INCHES BEYOND EACH FACE OF THE SUPPORTED PIER, UNLESS DIMENSIONED OTHERWISE IN CONTRACT DOCUMENTS. D4. ALL FOOTINGS, CONTINUOUS AND SPREAD TYPE, SHALL BE REINFORCED. D5. FOOTING GEOMETRY AND REINFORCING SHALL BE CENTERED ON WALLS AND/OR PIERS, UNLESS DIMENSIONED OTHERWISE. STRUCTURAL DRAWING LIST SHEET NUMBER SHEET NAME SO.1 STRUCTURAL DESIGN DATA SO.2 OVERALL THREE'D' VIEWS S1.0 THREPU FOUNDATION VIEWS S1.1 OVERALL FOUNDATION PLAN S1.2 PARTIAL FOUNDATION PLAN - NORTH AND SOUTH S1.3 PARTIAL FOUNDATION PLAN - WEST S2.0 THREE'D' FRAMING VIEWS S2.1 OVERALL SECOND FLOOR AND ROOF FRAMING PLANS S2.2 PARTIAL SECOND FLOOR AND LOW ROOF FRAMING PLAN - NORTH AND SOUTH S2.3 PARTIAL SECOND FLOOR AND LOW ROOF FRAMING PLAN -WEST S2.4 PARTIAL HIGH ROOF FRAMING PLAN - NORTH AND SOUTH S2.5 PARTIAL HIGH ROOF FRAMING PLAN - WEST S2.6 FRAMING PLAN DETAILS S2.7 ALTERNATE NO. 1- FRAMING PLANS S3.0 TYPICAL CONCRETE DETAILS S3.1 FOUNDATION SECTIONS S3.2 FOUNDATION SECTIONS S3.3 FOUNDATION SECTIONS S3.4 FOUNDATION SECTIONS S3.5 FOUNDATION SECTIONS S3.6 FOUNDATION SECTIONS S3.7 FOUNDATION SECTIONS S4.OA TYPICAL FRAMING DETAILS S4.013 TYPICAL FRAMING DETAILS S4.1 FRAMING SECTIONS S4.2 FRAMING SECTIONS S4.3 FRAMING SECTIONS S4.4 FRAMING SECTIONS S4.5 FRAMING SECTIONS S4.6 FRAMING SECTIONS S4.7 FRAMING SECTIONS S4.8 FRAMING SECTIONS S4.9 FRAMING SECTIONS S4.10 FRAMING SECTIONS S4.11 FRAMING SECTIONS S4.12 FRAMING SECTIONS S4.13 ALTERNATE NO. 1- FRAMING SECTIONS S5.0 ROOF LOADING INFORMATION S5.1 COLUMN SCHEDULE S5.2 COLUMN SCHEDULE S5.3 COLUMN BASE PLAN DETAILS S5.4 COLUMN BASE PLAN DETAILS S5.5 COLUMN BASE PLAN DETAILS S6.0 LATERAL FRAME DETAILS S6.1 LATERAL FRAME ELEVATIONS S6.2 LATERAL FRAME ELEVATIONS S6.3 I ROOF TRUSS ELEVATIONS AND DETAILS S6.4 JALTERNATE NO. 1- COLUMN SCHEDULE, LATERAL FRAME, AND ROOF TRUSS ELEVATIONS .0 E. CONCRETE E1. CONCRETE STRENGTH AT 28 DAYS SHALL BE AS INDICATED IN DESIGN DATA TABLE. E2. PROTECTIVE COVER, SPLICE LAP, AND EMBEDMENT FOR REINFORCING STEEL SHALL BE PER THE APPLICABLE ACI SPECIFICATION INDICATED IN THE DESIGN DATA TABLE. E3. CONTINUOUS WALL POURS SHALL NOT EXCEED 60 FEET IN ONE DIRECTION. E4. ALL CONCRETE WALLS ARE TO BE REINFORCED. IF NOT SPECIFICALLY SHOWN OR SIMILARLY DETAILED, PROVIDE 2 # 5 CONTINUOUS HORIZONTAL BARS TOP AND BOTTOM AND # 4 BARS AT 12" ON CENTER EACH WAY BOTH FACES. E5. ALL SLABS ON GRADE SHALL BE REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC MINIMUM. ALL WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS ONLY UNLESS OTHERWISE DETAILED. LOCATE WELDED WIRE FABRIC 2" FROM TOP OF CONCRETE SLAB. REINFORCING FABRIC IS TO BE CONTINUOUSLY SUPPORTED BY PLASTIC TIPPED OR TRUSS TYPE BOLSTERS SO AS TO NOT PENETRATE OR DAMAGE UNDERSLAB VAPOR BARRIER. t6. I HL SIZE OF A SINGLE SLAB UN GRAUE F'LAC,LIVILIN I SHALL BE LIIVII I tD I U AIN AREA I HA I CAN BE SAW -CUT AT THE PROPER TIME WITHOUT EXTENSIVE DELAY. AREA BETWEEN SAW - CUTS SHALL BE ROUGHLY SQUARE NOT EXCEED 144 SQUARE FEET WITH JOINT SPACING NOT EXCEEDING 36 TIMES THE DEPTH OF THE SLAB. E7. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. ALL CONCRETE SHALL BE MOISTURE (WET) CURED FOR SEVEN DAYS IN ACCORDANCE WITH ACI-308.1 ER THE rnf\ITPArTnP CNAI I INCI I InF IN T14FIP RIn AN AnnITIUNAI n IANTITV nF rnNC'RFTF REQUIRED TO COMPENSATE FOR THE DEFLECTION OF BEAMS AND METAL DECK. THE CONTRACTOR SHALL CALCULATE THIS QUANTITY BASED ON THE PLAN LAYOUT AND ANTICIPATED DEFLECTIONS OF THE BEAM SIZES PROVIDED. E9. AN UNDERSLAB VAPOR BARRIER SHALL BE PROVIDED AT ALL NEW PLACEMENTS OF INTERIOR SLABS ON GRADE. REFER TO PROJECT SPECIFICATIONS. F. STRUCTURAL STEEL F1. ALL CONNECTIONS SHALL BE DETAILED BY THE STEEL FABRICATOR TO SUPPORT THE UNIFORM LOAD TABLE'S MAXIMUM UNIFORM LOAD AS CALLED FOR IN THE APPLICABLE AISC MANUAL REFERENCED IN THE DESIGN DATA TABLE ON THIS SHEET UNLESS THE REACTIONS ARE INDICATED ON THE CONTRACT DOCUMENTS. F2. ALL BOLTED CONNECTIONS SHALL USE HIGH STRENGTH A325 OR A490 BOLTS F3. ALL WELDED CONNECTIONS SHALL USE E70-XX ELECTRODES F4. STAIR FRAMING ARRANGEMENT IS SHOWN FOR GENERAL LOAD PATH ONLY. SEE SPECIFICATIONS FOR ENGINEERING REQUIREMENTS. REFER TO ARCHITECTS DRAWINGS FOR RAILINGS, STRINGERS, RISERS, TREADS, HANDRAILS, AND MISCELLANEOUS STEEL. F5. ALL STEEL AND CONNECTING HARDWARE EXPOSED TO THE WEATHER SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, ASTM 153, OR ASTM A653 AS APPLICABLE. G. SUBMITTALS G1. SHOP DRAWINGS SHALL BE PROVIDED IN ELECTRONIC PDF FORMAT. • CONCRETE REBAR • ANCHOR BOLT PLANS • STRUCTURAL STEEL • COLD FORMED STEEL FRAMING AND ROOF TRUSSES G2. PRODUCT DATA, DESIGN MIXES, AND ENGINEERING CALCULATIONS SHALL BE SUBMITTED IN ELECTRONIC PDF FORMAT ONLY. G3. ALL SUBMISSIONS ARE TO BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMISSION TO THE DESIGN TEAM. INCOMPLETE OR INCORRECT SUBMISSIONS WILL BE RETURNED WITHOUT REVIEW BY THE DESIGN TEAM. G4. ELECTRONIC SUBMISSIONS WILL BE RETURNED WITHIN 14 DAYS DEPENDING ON THE SIZE OF THE SUBMITTED PACKAGE. LARGER SHOP DRAWING PACKAGES AND MULTIPLE SUBMISSIONS SENT SIMULTANEOUSLY FOR REVIEW MAY REQUIRE ADDITIONAL FOR REVIEW BYTHE DESIGN TEAM. G5. ANY ITEMS THAT HAVE BEEN RETURNED AND MARKED AS "REVISE AND RESUBMIT" OR "REJECTED" SHOULD NOT BE SUPPLIED OR FABRICATED FOR THIS PROJECT UNTIL CORRECTED COPIES HAVE BEEN RESUBMITTED, REVIEWED, AND RETURNED WITHOUT FURTHER COMMENT. AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL ARCH. ARCHITECTURAL B. BOTTOM B.F. BOTTOM OF FOOTING BP BEARING PLATE C.C. CENTER TO CENTER C.J. CONTROLJOINT CANTIL. CANTILEVER CONC. CONCRETE DIA. DIAMETER non/G, nRANING EA. EACH E.J. EXPANSION JOINT ELEV. ELEVATION EOD EDGE OF DECK FD FLOOR DRAIN F.P. FIREPROOFING FS FLOOR SINK HKP HOUSEKEEPING PAD k KIP K*Ft KIP -FOOT LBS. POUNDS LGMF LIGHT GAGE METAL FRAMING MC MOMENT CONNECTION MEP MECHANICAL, ELECTRICAL, PLUMBING O.C. ON CENTER P.A.F. POWDER ACTUATED FASTENER PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH REINF. REINFORCED S,F, STEP FUUTINE, SIM. SIMILAR STL. STEEL T. TOP TCX TOP CHORD JOIST EXTENSION T.P. TOP OF PIER T.S. TOP OF SHELF T.W. TOP OF WALL TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED W.W.F. WELDED WIRE FABRIC WD. WOOD WF WIDE FLANGE STRUCTURAL PLAN LEGEND *B-1 1 S-102 J - - - - - - - - - 125 - - - - - - - - - SOILTEST BORING LOCATION AND DESIGNATION IIV UICAI LS SPAN UI111-k- IVIM AND DESIGNATION OF FLOOR AND/OR ROOF CONSTRUCTION DRAWING MATCHLINE BUILDING EXPANSION JOINT EXISTING GRADE CONTOUR COMPONENTS AND CLADDING DESIGN WIND PRESSURES (PSF) LOW FLAT ROOF AREAS SLOPED LOW ROOF AREAS Volt = 135 MPH EFFECTIVE WIND AREA IN SQUARE FEET (SF) ASCE-10 FIGURE vult = 135 MPH EFFECTIVE WIND AREA IN SQUARE FEET (SF) ASCE-10 FIGURE RFFFRFNICF REFERENCE SECTION ZONE < 10 SF < 20 SF < 50 SF > 100 SF SECTION ZONE < 10 SF < 20 SF < 50 SF > 100 SF 10 (+) 16.6 (-) 40.7 (+) 16.0 (-) 39.7 (+) 16.0 (-) 38.3 (+) 16.0 (-) 37.3 30.4-2A 1O (+) 23.5 (-) 37.3 (+) 21.0 (-) 36.2 (+) 19.3 (-) 34.8 (+) 16.6 (-) 33.8 30.4-2B MAIN (+) 16.6 (-) 68.3 (+) 16.0 (-) 61.1 (+) 16.0 (-) 51.4 (+) 16.0 (-) 44.2 MAIN (+) 23.5 (-) 64.9 (+) 21.0 (-) 59.7 (+) 19.3 (-) 53.8 (+) 16.6 (-) 47.6 ROOF O 30.4-2A ROOF O 30.4-213 OVHG. (-) 64.9 (-) 63.8 (-) 62.4 (-) 61.4 OVHG. (-) 82.1 (-) 82.1 (-) 82.1 (-) 82 1 MAIN (+) 16.6 -) 102.8 1 1(-).0 (+) 16 (-) 84.9 (+) 16.0 (-) 62.1 (+) 16.0 (-) 44.2 MAIN (+) 23.5 1 (-) 64.9 (+) 21.0 1 (-) 59.7 (+) 19.3 1 (-) 53.8 (+) 16.6 (-) 47.6 30 30.4-2A O 30.4-2B OVHG. (-) 102.8 (-) 81.8 (-) 54.9 (-) 33.8 OVHG. (-) 82.1 (-) 82.1 (-) 82.1 (-) 82.1 40 (+) 36.6 (-) 39.8 (+) 35.1 (-) 38.2 (+) 32.6 (-) 35.7 (+) 30.7 (-) 34.2 30.4-1 40 (+) 40.7 (-) 44.2 (+) 39.0 (-) 42.4 (+) 36.2 (-) 39.7 (+) 34.2 (-) 38.0 30.4-1 WALL WALL O (+) 36.6 (-) 49.1 (+) 35.1 (-) 46.0 (+) 32.6 (-) 42.2 (+) 30.7 (-) 38.2 30.4-1 50 (+) 40.7 (-) 54.5 (+) 39.0 (-) 51.1 (+) 36.2 (-) 46.9 (+) 34.2 (-) 42.4 30.4-1 GYMNASIUM AND CLASSROOM WING FLAT HIGH ROOF AREAS CAFETERIA AND MEDIA CENTER ROOF AREAS vult = 135 MPH EFFECTIVE WIND AREA IN SQUARE FEET (SF) ASCE-10 FIGURE vult = 135 MPH EFFECTIVE WIND AREA IN SQUARE FEET (SF) ASCE-10 FIGURE REFERENCE REFERENCE SECTION ZONE < 10 SF < 20 SF < 50 SF > 100 SF SECTION ZONE < 10 SF < 20 SF < 50 SF > 100 SF 10 (+) 18.2 (-) 44.7 (+) 17.1 (-) 43.6 (+) 16.0 (-) 42.1 (+) 16.0 (-) 40.9 30.4-2A 11 (+) 16.6 (-) 44.2 (+) 16.0 (-) 44.2 (+) 16.0 (-) 44.2 (+) 16.0 (-) 44.2 30.4-5A MAIN (+) 18.2 (-) 75.1 (+) 17.1 (-) 67.1 (+) 16.0 (-) 56.5 (+) 16.0 (-) 48.5 ROOF O 30.4-2A ROOF O2 (+) 16.6 (-) 51.1 (+) 16.0 (-) 50.0 (+) 16.0 (-) 48.3 (+) 16.0 (-) 47.6 30.4-5A OVHG. (-) 71.3 (-) 70.1 (-) 68.6 (-) 67.5 MAIN (+) 18.2 (-) 113.0 (+) 17.1 (-) 93.3 (+) 16.0 (-) 68.2 (+) 16.0 (-) 48.5 MAIN (+) 16.6 (-) 61.4 (+) 16.0 (-) 61.1 (+) 16.0 (-) 59.0 (+) 16.0 (-) 58.0 / J 30.4-2A 2 30.4-5A OVHG. (-) 113.0 (-) 89.9 (-) 60.3 (-) 37.2 OVHG. (-) 82.1 (-) 82.1 (-) 82.1 (-) 82.1 O (+) 40.3 (-) 43.7 (+) 38.6 (-) 42.0 (+) 35.8 (-) 39.2 (+) 33.8 (-) 37.5 30.4-1 O MAIN (+) 16.6 (-) 68.3 (+) 16.0 (-) 61.8 (+) 16.0 (-) 54.2 (+) 16.0 (-) 47.6 30.4-5A WALL MAIN (+) 16.6 (-) 95.9 (+) 16.0 (-) 85.6 (+) 16.0 (-) 71.8 (+) 16.0 (-) 61.4 O {+) 40.3 (-) 53.9 (+) 38.6 (-) 50.5 (+) 35.8 (-) 46.4 (+) 33.8 (-) 42.0 30.4-1 3� 30.4-5A OVHG. (-) 82.1 (-) 82.1 (-) 82.1 (-) 82.1 CLASSROOM WING SLOPED HIGH ROOF AREAS O (+) 42.7 (-) 46.3 (+) 40.9 (-) 44.5 (+) 38.0 (-) 41.6 (+) 35.8 (-) 39.8 30.4-1 Volt = 135 MPH EFFECTIVE WIND AREA IN SQUARE FEET (SF) ASCE-10 FIGURE WALL REFERENCE 50 (+) 42.7 (-) 57.1 (+) 40.9 (-) 53.5 (+) 38.0 (-) 49.2 (+) 35.8 (-) 44.5 30.4-1 SECTION ZONE < 10 SF < 20 SF < 50 SF > 100 SF NOTES 1. VALUES IN THE CHART ARE BASED ON ASCE7-10, CHAPTER 30, PART 1, "LOW RISE BUILDINGS", USING WIND LOAD PARAMETERS O (+) 25.8 (-) 40.9 (+) 23.1 (-) 39.8 (+) 21.2 (-) 38.3 (+) 18.2 (-) 37.2 30.4-26 LISTED IN THE DESIGN DATA; Kd=0.85, Kzt=1.0, GCpi=(+/-)0.18, AND THE MEAN OR ACTUAL ROOF HEIGHT. MAIN (+) 25.8 (-) 71.3 (+) 23.1 (-) 65.6 (+) 21.2 (-) 59.1 (+) 18.2 (-) 52.3 2. NEGATIVE VALUES I(-) INDICATE WIND PRESSURES ACTING AWAY FROM THE SURFACES. ROOF O OVHG. (-) 90.2 (-) 90.2 (-) 90.2 (-) 90.2 30.4-213 3. POSITIVE VALUES (+) INDICATE WIND PRESSURES ACTING TOWARDS THE SURFACES. MAIN (+) 25.8 (-) 71.3 (+) 23.1 (-) 65.6 (+) 21.0 (-) 59.1 (+) 18.2 (-) 52.3 4. NOTATION: 0 OVHG. (-) 90.2 (-) 90.2 (-) 90.2 (_) 90 2 30.4-2B (a) 10 PERCENT OF LEAST HORIZONTAL DIMENSION "L" OR "B" OR 0.4h, WHICH EVER IS SMALLER, BUT NOT LESS THAN EITHER 4 PERCENT OF LEAST HORIZONTAL DIMENSION "L" OR "B" OR 3 FEET. 40 (+) 44.7 (-) 48.5 (+) 42.8 (-) 46.6 (+) 39.8 (-) 43.6 (+) 37.5 (-) 41.7 30.4-1 (h) EAVE HEIGHT WALL O (+) 44.7 (-) 59.9 (+) 42.8 (-) 56.1 (+) 39.8 (-) 51.6 (+) 37.5 (-) 46.6 30.4-1 B B B 2a 2a a a a (II 3 O2K(/D d ro O3 O Q3 N i ------ r @ --� ------------- 0 2��I I Z 2(D OO -' OI O 10 ------F_ O/i i a a0 I O 1 30 02 03+ Q ----3 t0 LorB a 4a 4a ZONES FOR HIP ROOFS ZONES FOR FLAT ROOFS ZONES FOR WALLS ZONES FOR MONOSLOPE ROOFS TOP OF BEAM ELEVATION RELATIVE BEAM SIZE INDICATES FIELD WELDED TO FLOOR TOP OF STEEL. MOMENT CONNECTION. 24k ( 12 24k BEAM SHEAR REACTION (KIPS). --"-X COLUMN OR POST INDICATES DIRECTION OF DOWNWARD SLOPE. -� COMPOSITE SHEAR STUD QUANTITY FOUNDATION LEGEND COLUMN GRID LINE RnTTnnA nC %ArAI I CnnTlr\l(r PI f=VATlnnl L!V 1 I VIYI VI YY/"\1-1- 1 VV I IIVV LLL Y/"1I1V1Y REINFORCED CONCRETE FOUNDATION WALL T TOP OF FOUNDATION WALL ELEVATION. TOP OF SHELF ELEVATION v .=O'-0" T.S. _ -1' - 0" r 1 ----J L-B_F._ 4'-0"- ---N --- -, l r------- -- A SHADED REGION INDICATES DROP �----- INDICATES STEPPED, 00111- __J/ I A 10IN TOP OF FOUNDATION WALL. T.P. _ -0' - " REINFORCED CONCRETE FOOTING 1 11 CONCRETE PIER DESIGNATION COLUMN FOOTING DESIGNATION AND TOP ELEVATION. AND BOTTOM ELEVATION. DESIGN DATA CODES USED STRESSES USED GENERAL SOIL BEARING CAPACITY STRUCTURAL CONTROLLED FILL OR 4,000 PSF STEEL WIDE FLANGE SHAPES 2018 CONNECTICUT STATE BUILDING CODE ItSI-1J ASLt /-1U NATI IRAI $UII $ ASI IVI A99L fy = SV KSI CONCRETE CONCRETE AND MASONRY FOUNDATION FOOTINGS f� = 3,500 PSI ROUND HSS SHAPES ASTM A500 GR. B fy = 42 KSI ACI 318-14 MASONRY INTERIOR WALLS f1c = 3 500 PSI EXTERIOR WALLS PC = 3,500 PSI RECTANGULAR HSS SHAPES C ASTM A500 GR. B fy = 46 KSI ACI 530-13 ACI 530.1-13 ASCE 5-13 ASCE 6-13 TMS 402-13 TMS 602-13 SLAB ON GRADE f-C = 3,000 PSI PIPE SHAPES STEEL SLAB ON DECK f-C = 4,000 PSI EXTERIOR APRONS, SLABS, f-C = 4,500 PSI ASTM A53 GR. B fy = 35 KSI MISCELLANEOUS SHAPES AISC 360-10 AISC 341-10 AND EQUIPMENT PADS ASTM A36 fy = 36 KSI TYPICAL CMU WALLS f'm= 1,500 PSI REINFORCING STEEL ASTM GR. 60 LOAD LIVE/SNOW SLAB ROOFING DEAD -OR- -OR- CEILING FRAMING MISC. LOCATION LOAD DECK FINISH TOTAL FLAT ROOF AREAS 301 3 10 5 8 123 38 68 PITCHED ROOF AREAS 301. 3 10 5 8 2. 123. �Z6 8 113 CLASSROOMS 40 72 2 5 14 204 153 98 COORIDORS ABOVE FIRST FLOOR 80 72 2 5 14 5 178 113 TOILET ROOMS 60 72 2 5 14 204. 173 STORAGE ROOMS 100 72 2 5 14 5 ��l 98 18 ACCESS PLATFORM 60 2 0 5 6 5 78 1. LOADING TO BE INCREASED IN AREAS OF SNOW DRIFTING AS REQUIRED BY CONNECTICUT STATE BUILDING CODE, REFER TO STRUCTURAL DRAWING S5.0. 2. FRAMING WEIGHT INCLUDES COLD FORMED ROOF TRUSS FRAMING. 3. MISCELLANEOUS LOAD INCLUDES 7 PSF FOR PV ARRAY SYSTEM. 4. MISCELLANEOUS LOAD INCLUDES 15 PSF FOR INTERIOR PARTITIONS. DESIGN PARAMETERS - SNOW, WIND AND EARTHQUAKE SNOW DATA GROUND SNOW LOAD CT BUILDING CODE - APPENDIX'N' Pg = 30.0 PSF FLAT ROOF SNOW LOAD ASCE 7, SECTION 7.3 Pf = 23.1 PSF DESIGN FLAT ROOF SNOW LOAD CT BUILDING CODE - SECTION 1608.1.1 Pf,min = 30.0 PSF SNOW EXPOSURE FACTOR ASCE 7, TABLE 7.2 Ce = 1.00 SNOW IMPORTANCE FACTOR ASCE 7, TABLE 1.5-2 Is = 1.10 THERMAL FACTOR ASCE 7, TABLE 7.3 Ct = 1.00 NOTE: REFER TO DRAWING S5.0 FOR SNOW DRIFT DESIGN INFORMATION INCLUDING DRIFT SURCHARGE LOADS (Pd) AND WIDTH OF SNOW DRIFTS (W). WIND DATA ULTIMATE DESIGN WIND SPEED CT BUILDING CODE - APPENDIX'N' V"It = 135 MPH NOMINAL DESIGN WIND SPEED CT BUILDING CODE - APPENDIX'N' Vasd = 105 MPH BUILDING RISK CATEGORY ASCE 7, TABLE 1.5-1 CATEGORY III WIND EXPOSURE CATEGORY ASCE 7, SECTION 26.7.3 CATEGORY'C' INTERNAL PRESSURE COEFFICIENT ASCE 7, TABLE 26.11-1 GCPI = +/- 0.18 COMPONENTS AND CLADDING ASCE 7, CHAPTER 30 REFER TO SCHEDULE DESIGN WIND PRESSURE SEISMIC DATA BUILDING RISK CATEGORY ASCE 7, TABLE 1.5-1 CATEGORY 11 SNOW IMPORTANCE FACTOR ASCE 7, TABLE 1.5-2 Ie = 1.25 MAPPED SPECTRAL RESPONSE CT BUILDING CODE - APPENDIX'N' Ss = 0.178 ACCELERATION PARAMETERS S1 = 0.064 SITE CLASSIFICATION GEOTECHNICAL REPORT CLASSIC' DESIGN SPECTRAL RESPONSE ASCE 7, SECTION 11.4.4 SDs = 0.142 ACCELERATION PARAMETERS SD1 = 0.073 SEISMIC DESIGN CATEGORY ASCE 7, SECTION 11.6 CATEGORY'B' BASIC SEISMIC FORCE -RESISTING SYSTEM ASCE 7, TABLE 12.2-1 STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE DESIGN BASE SHEAR ASCE 7, SECTION 12.8.1 REFER TO SEISMIC KEY PLAN SEISMIC RESPONSE COEFFICIENT ASCE 7, SECTION 12.8.1.1 REFER TO SEISMIC KEY PLAN RESPONSE MODIFICATION COEFFICIENT ASCE 7, TABLE 12.2-1 R = 3 ANALYSIS PROCEDURE USED ASCE 7, SECTION 12.8 EQUIVALENT LATERAL FORCE AREA 1 --- V1 = 144 kips --" CS,1 = 0.038 - -- AREA 2 V2 = 80 kips - --- Cs,2 = 0.050 � J SEISMIC KEY PLAN N.T.S. REVISIONS CONFORMED SET MARCH 22, 2019 STAT EPROJECT NO. 132-0089 N PHASE 2 OF 5 IRARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 , � 00 m� S10AlaLE�J MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 563-6164 TITLE STRUCTURAL DESIGN DATA DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S061 . -._ , . ` \ � � ~•'•'tip-_- _. mow / ~"""'•`�+..... ` \1 \ ` \ \, ter•' ,, � , `-�- �►._ ��r� r� y ' _ ! ! ► : � I,�,,I ---� I `;`""� � � ► r .. \\., l \ , 1�_ ---•�. .•-----1.,1 t` 'arc r+�..►- i ) 9 "� '+���• tI ,.©"` t` I ` ! (- L _ _ y +�''�'^-^--•� / ;:�►�-� / 1.. /- SGI/; ii '"�..,�-_\.�- \�, w��1�1 :�'R,.• "`•`" 1-•�1_�r-j,----- - --- 1' _ -�-14 i*�t�%/��,✓, -— 1-11-r.../,-'fit•. •-\�i,l_`�,�•�/+j`1��� �..at' S ,-., - - _ _ a/ ---•--- �-`� _ A i 1\�`1•-= -��\ - err, r,' -_._�- - �' - - JIL - 1 ► - /' � - '�Irt �.I •- � ' "; _ - ,,r,-`____,.:... 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"'►+� f•'+`-'�, i, �� � ,�-11 I � i��� i� �_ � `� I __ - r` r I i' 1_ ��I ,r till 7 li �41 REVISIONS 0 0 N N t` 0 N E z U N 0 n z a CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 FOUNDATION THREE'D' VIEW -GYMNASIUM PLATFORM si.a Q a/ FOUNDATION THREE'D' VIEW -KINDERGARTEN WING r2 Al �1-O � waA O �-lwz � o FOUNDATION THREE V VIEW - ELEVATOR PIT m S1.0 FOUNDATION THREE 'D' VIEW - LOADING DOCK "I I RARD AND OMPANY � LP STRUCTURAL ENGINEERS I I mu _ 1 O WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 � Fl i = i i $'cF''«�';EPJS�'.•O\?oil` / NA aahS�0, ■ wi MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETH6CT. 06109 (80) 5 (80) 63-6164 i TITLE THREE 'D' FOUNDATION VIEWS �j DATE 11 /2/2018 COPYRIGHT (c) FOUNDATION THREE ' D' VIEW - OVERALL 5 Moser Pilon Nelson Architects S1.0 DWG. NO. NOTE: THREE DIMENSIONAL VIEWS OF THE BUILDING FOUNDATION AND/OR STRUCTURAL FRAMING ELEMENTS • O ARE PROVIDED FOR A VISUAL REPRESENTATION ONLY. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ALL PLANS, SECTIONS, ELEVATIONS, AND DETAILS FOR FULL EXTENT OF REQUIRED WORK. 2 5 FOUNDATION PLAN NOTES 1. TOP OF CONCRETE SLAB ELEVATION = Y-0", TYPICAL, UNLESS OTHERWISE NOTED THUSLY (+/-) FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0". TOP OF CONCRETE SLAB ON GRADE ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0" REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 2. CONCRETE SLAB ON GRADE SHALL BE 5" MINIMUM THICKNESS UNLESS OTHERWISE NOTED ON STRUCTURAL FOUNDATION PLAN OR IN FOUNDATION SECTIONS AND/OR DETAILS. CONCRETE SHALL BE NORMAL MINIMUM 3,000 PSI NORMAL WEIGHT CONCRETE REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICAL ENGINEERS REPORT FOR UNDERSLAB PREPARATION REQUIREMENTS. 3. REFER TO STRUCTURAL DRAWING S3.0 FOR TYPICAL FOUNDATION DETAILS AND S1.1 FOR FOOTING AND PIER SCHEDULE. 4. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED THROUGH FOUNDATION WALLS, FOOTINGS, AND SLABS ON GRADE. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES WHETHER INDICATED ON THE CONTRACT DOCUMENTS OR NOT WHICH MAYBE AFFECTED BY THE CONSTRUCTION PROCESS. 6. PROVIDE 1 # 4 REBAR x 4'-0" LONG IN CONCRETE SLAB ON GRADE AT ALL RE-ENTRANT CORNER LOCATIONS, TYPICAL. 7. REFER TO STRUCTURAL DRAWING S0.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. 8. ALL VERTICAL WALL REINFORCEMENT IN BOTH INTERIOR AND EXTERIOR MASONRY PARTITIONS SHALL BE DOWELED INTO CONCRETE FOUNDATIONS WALLS, FOOTINGS, OR THICKENED SLAB HAUNCHES ATTHE BASE OF THE WALL. DOWLES ARE TO BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT UNLESS SPECIFICALLY NOTED ON STRUCTURAL PLANS OR IN STRUCTURAL SECTIONS AND/OR DETAILS. *NO EXCEPTIONS* X X-4 AA.3 DODGG IT T951-611 8__ 0- d N OP 0 W 0 cN-N 27.5bo 28 - ------ O 29 0 1 0 32 N 33 00 33.4 34 N 0O0 6" T-H I ­CK RADIANT HI GRADE ON VAPOR RI OVER MINIMUM 4" l PROCESSED STONE B COMPACTED CONTR, m CONCRETE SLAB ON "I WELDED WIRE FABRI � I 1 21'-0 3/4" 1'-8" I I 21'-8 3/4" 11-211 I I \ I ` I 1 1 NOR F I SOU F \ I \ m N V) N LLI N / I �10 1 rA I i B.F. -4'- 0" I 1 I � Ln I Lu F'_r I I )I V-2 U FOUNDATION PLAN - SOUTH 1/811 = 1'-011 FOUNDATION PLAN LEGEND 1.B 1 SOIL BORING SYMBOL AND DESIGNATION. SEE PLAN FOR LOCATIONS. 10. T.S. TOP OF FOUNDATION WALL MASONRY SHELF. REFER TO PLAN AND SECTIONS FOR TOP OF FOUNDATION 2. O INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE WALL MASONRY SHELF ELEVATIONS. nNI CTRI I('TI IDAIURAL nDn\A/INIr C1 1 FnD C17P AIVn AN-PEItVFnPrII\IG 11. T.P. TOP OF PIER. REFER TO PLAN FOR SOME TOP OF PIER 3 INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON ELEVATIONS, SECTIONS TOP OF PIER RELATIVE TO STRUCTURAL DRAWING S1.1 FOR SIZE AND REINFORCING. BOTTOM OF COLUMN BASE PLATE ELEVATION, AND 4. SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. "COLUMN SCHEDULE" FOR BOTTOM OF BASE PLATE REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS. ELEVATIONS. 5. 0 FD FLOOR DRAIN - COORDINATE WITH PLUMBING DRAWINGS. 12 >.. INDICATES AREA OF 6" RADIANT HEAT CONCRETE SLAB 6. B.F. BOTTOM OF FOOTING ELEVATION SHOWN THUS (- ) BELOW TOP ON GRADE, REFER TO PLAN FOR LOCATION. REFER TO OF NORTH CONCRETE SLAB ELEVATION Y-0". TYPICAL DETAIL 17/S3.0. 7. S.F. STEP FOOTING. REFER TO "TYPICAL FOUNDATION WALL DETAIL", 13. 0 REPRESENTS THE APPROXIMATE REGION AFFECTED BY 4/S3.0 FOR DETAIL AND PLAN FOR LOCATIONS. ALTERNATE DESIGN OPTION NO. 2. REFER TO TYPICAL DE R C I CnNTRn1 InINT RFFFR Tn "TYPIC'AI rnNCRFTF SI AR ON GRADE 17/53.0 FOR TYPICAL RADIANT HEAT SLAB ON GRADE. DETAILS", 2/S3.0 FOR DETAIL AND PLAN FOR LOCATIONS. 9. T.W. TOP OF WALL. REFER TO PLAN AND SECTIONS FOR TOP OF FOUNDATION WALL ELEVATIONS. JJ.9 M.C, O MMGT) T L _y 11 II I 11 73'-31/4" II 7'-10 3/4" 4" 9'-11 1/411 I O 4" I II II 30'-2" 0 e s\ I I .71 \ 1'-2" ��- 2' -8 1/2" VISH AT FACE OF TYPICAL OF FOUR -T SPECIFICATIONS. 0 0 7 �I 00 Z AA.3 CC.9 FF HH.1 KK t PP TT TT.6 UU � II - 91'-411 PRO 1'-211 I 11'-2 3/411 1 11'-5 1/411 1 6-11" 1 6-11 1/2" 1 5'-2 1/4" 1 Y-11 1/4" 1 7'-911 1 22'-911 3'-211- 1 1 1 1'-2" N( 751-8" I I I \\ 151-8" I I 1 \ \ TN I \ \ I I I I \\ I I I I I \\ I I I �\ I 3 I REFER TO "TYPICAL FOUNDATION PENETRATION III I - B.F. _g•_ I I J 1 53.2 I 1 DETAILS" ON STRUCTURAL D AWING\S3.0 FOR I 1 LL REQUIREMENTS AT WALL PE ETRATIOR. \ PROVIDE RUBBED FINISH AT ACE OF CON'+ R�TE WALL 1 \I _ _ _ ` I ABOVE GRADE, REFER TO PROJECT SPECIFIICA\TIONS.I TAIL \ '-- �I I I I -i 1 o I \\ I I III i-•� I IYi� � �1 � �� � 11 I •-- � B.F.-g'�31= �`L I \\ I I I P. 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I\ �i. , � � B $' S'1 t i` � � I'1JL viv. � '-J 11X. lvtiivv��iv,1�q vv� 1�i 1 n��,v✓Iv�.i�L. L•,,.J u VI ,vi.�-� L � .Y ti,�I.w \ I INUS CRU,SHEjiROCESSED ST• ;BQ6 ABD1E A`f IiVI 111V1 �H1 k �ERI` Nf RCTE 1 �afy1 ROtL SQIt �' A �. �. I EIAIFORCECON ETE SLAB ON GRA L�Wi�H xb-�2.Jx�ial�`:�' E�LD�Q 1(IR l , BRIC�TEJP F , CRETE'S Ci =p' " „ T:1N. 0 , 0' �{ T.W. = 0 `- 0 = I I `AL Ei�NA E`pESI N OPTION NO: P 6"T �OIC`RAA IANIINE�TN MALWEIC�IIT. Q(VOR���L�A. GRQ C>a APORI�ETARDEIA O J M I = �? I C1 SLJ 710M VER tUl lJM 4. THI K LAYER OF 3 ` I U l� I�ED'J?RO ESSE Sl ONE. S� O�IE 0. CHICK LAYER CQM CON` R LCI_D C4 I`` I o0 i N N uI I, I I MA E I CECON RETE.SLAB,O GRA`R��(VITIT �S` F GX6 /2o1xW2:1 D IRE FA' Iry P OECONCR TE`5 m 1 iTki1G°ICE tip S AT I A(�lAN' 'F`LOO`R, [42T-S8 4t, 'YST€ ,,FAR ALT RN TE� T-5. = _0' _ 81 I . OES N RTI NO, 2 QNLY COO tNATE v 1 ` `\ �,., nnti-r i �i `nc i`n-nTinnfC, �-2.'1''P ,� f�i`ti `{� `.,���. / k `T.W!e. 101- -i , 4 L \ O I I t i = - - -- y - T.V j = -3 0" t_ I_ J- - - - - I L -1- J O cn L ICJ O CJ 1 i 1 l OD (I\� f_ T.S!= 3 -4' ` \\ m T.S. = 0 - 8 I in L - J I T.P. -1' - 0" T.S. _ �3' - 4" T.P. -1'- 0" I T.P. -1' - 0" (' I I\ I ` B.F. 4' 6" 1 _2' I rll i B.F. -5'- 01 L I I B.F. 8 3" \ 15'-4" I I I I 5 THICK NORMAL WEIGHT CONCRETE �I I\ I V-4" 12'-711 1'-411 1 I 4\ L SLAB ON GRAD REINFORCED WITH m ` I T.S.= o' s" iJ iJ \ _ _ 0 S3.2 \ ^2I I I 55.3 6x6-W2.1xW2.1 WELDED WIRE FABRIC, I i \ \ II of i� T.S. = 4' -00 - o = \ \ 53.2 \�\ TOP OF SLAB O GRADE = 0'-0"• I f `` °°I I iTB..'F: oII;I -+ T.P. -1' - 0" T.P. -1' - 011 I ` 1'0° IL \,B.F. -5'- 2" _ B.F. -5' - 2" 6 (! I `\ mI V11 -8' - 2" I°D 6 II 00 A i- h. \. I r - - ,�_� , c2 n 17 I `� 11.S. _ -3�4" - �._ CJ _, TYPICAL # SLAB REINFORCING AT I I I f OD B.F. 1' 6" \ T.W.=0'-0' \ % T.S.=-4'-0" N T..=-3'-4' r+ J I THRESHOL OPENINGS, REFER TO L _ J L - - J L_ [-J P F.P. -1' 0" S5.3` I T.S. _ -2' o" 55.3 I I B.F. 4' 18'1 FOUNDATI N SECTIONS. Q2 O 5" THICK NORMAL WEIGHT C NCRETE \T.S. =-0'- 8" 1 6 I I STEP SHELF SLAB ON GRADE REINFORCE WITH 1 13'-011 4' 0" 4141 I T.S. _ -0'- 8" �s 41141 1 411 v 0 0 6x6-W2.1xW2.1 WELDED WI E FABRIC, S3.1 I I / TOP OF SLAB ON GRADE _ -3' 4". \\ I 13'-811 �` \ 1 'I cJ I I 5 '\\ °' mI \ I = \ rn N ml I � \ o \ N I I i \\ I I T.W.=O'-011 2 T.W.=0'-0"�\\I Im I S3.1 I� T.P. -1' - 0" T.P. -1' - 0" 1 \ 1 II T.P. -1' - 0 \ _ B.F. -5'- 4" B.F. -8' - 4" J L L � -4' - 8" II r - -I I_ 1_ `\ -I I I ICJ I I CJ I I CJ U I \\el - ------ I 1;oy IOD II OD I I I IO 01 - v ------ - I I I I T.P. -1' - 0" CONTINUOUS CONC ETE LOCKER BASE, REFER TO r 1 B.F. -5'- 2" `\ I TYPICAL DETAIL 16/S .0. REFER TO ARCHITECTURAL I DRAWINGS FOR DET IL AND LOCATIONS. I I T.S. = 0� \8" ( I T.W. 0'- i T.W. I \\ 1 I I \ S3.1 I I SF ` 1 ` � I _ \ B 5 (� N T.S. _ -0'- 8" 1 B-4 I \ I m \ I SF \\ T.P. -1'- 0" T.P. -1' - 0" T.P. -1' - 01 \ \ T.P. -1' - CI" I f f- LB.F.I-4' - 8" \\ B.F. - r _ _ � r _ B.F.j 4' 4" B.F. - �2J \\\\ \ 3 I CJ \ I I CJ I I D cJ D I S3.1 \\ IDO 01 I I 5" THICK NORMAL E113k CONCRETE SLAB ON GR DE ON VAPOR RETARDER OVER MINIMUM 4" THICKLAYER OF 3/4" MINUS I I \\ \ I I CRUSHED PROCE SED STOF�IE BASE ABOVE A MINIMUM 16" THICK LAYER OF COMPACTED CONTROLLED SOIL FILL MATERIAL. I I \\ \ I I REINFORCE CONCRETE SLAB ON,GRADE WITH 6x6- .1xW2.1 WELDED IRE FABRIC. TOP OF CONCRET SLAB ON GRADE = 0'-0". 1 k \` I I,- \ \ ° ,� io o l \ I ° Im CO ci I 1 N N N N \ I T.W.=0'-0" \\\ I I u ° u U U I I S3.1 °eo T.W. = 0' 0" - I T.P. -1' - 0" T.P. -1°- 0" T.P. -1' 0" \ T.P. 1' 0" B.F. -4' 4" B.F. -4' - 4" \ � LB.F. -4' - 8" \\ _ � F _ - � B.F. - t_ J I I� 01 I I IO 01 --- - CJ C1 CJ -I---- - ----- - 3\ IOD �I I f \ I B-6 R O I I \\ s T.S. _ -0'- 8" T.S.=-0'-8' I I \\ T.W.=0'-0" I I I I 1 C.1 1 N c6 TYPICAL RADON SUMP PIT, REFER TO I I N T.W. =o' o" `° TYPICAL CONCR TE DETAIL 13/S3.0. I I COORDINATE W TH PLUMBING DRAWINGS. I I I T.P. -1' - 0" T.P. -1'- 0" T.P let' 0" T.P. -I'- 0" SF \\ r-j L_B_F. 4'-8" --�\ B.F. - r• 2' r- B.F. 44�-2" B.F.-5'-2" \ \\e\'CJ 01 I CJ I ID\\ CJ �I I - - - - - - - - - - - - - 10 )--I- - - - - _- _ - - I- �'�e OD I I I IOD 1 OD I I IOD L �`� J L J II L- NORTH - 51.2 ----------- O NORTH - S1.2 ---- SOUTH - S1.2 ------ ---� --- ------- ' SOUTH - S1.2 I I \\ i 8 ST ?8 - - - - --aLa - i i i SF REFER TO "TYPICAL FOUNDATION `•` 1 I PENETRATION DETAILS" ON m m I I CJ STRUCTURAL DRAWING S3.0 FOR \ 1 o REQUIREMENTS AT WALL PENETRATION.`" / I T.W. = O' 0" I \� T.W. = 0'- 0" I I I I co IF I I T.S. _ 4- 8" II U U. I I B-8 I I T.S. _ -0'- s" i Q I I T.P. -1' - 0" BF 4'-8" 6 1 2 I T.P. -1' - 0" BF 4'-2" I --I T.P. -V - 0" B.F. -4' - 4" - T.P. -1' - 0' B.F. -4' - 4"_ J - L O L= S3.0 O � I B.F. -1'- 6" �1 I CJ CJ Al :1:4)-------�- t _ _ -_------=- I I \ I 0 �I-------------- 55.3 \ 1'-21 30'-6" 9'-11 1/4" 30'-611 1' 2" III 2'-11 1/4" _ 70'-4" FOUNDATION PLAN - NORTH 1' 1/811 = 1'-011 S1.2 KK) (MM) (TT REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. D1132-0089 N PHASE 2 OF 5 O D O v o 0 wW� � w�A 6 'mom' aW� o H � a a D I RARD AND OM PANY LP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 15°11 MOSER Do PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 56 3- 6164 14 TITLE PARTIAL FOUNDATION PLAN - NORTH AND SOUTH DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S1*2 FOUNDATION PLAN NOTES ur rip rnnIrRGTF ci AR nN GRADE ELEVATION = 0'-0". TOP 1. TOP OF CONCRETE SLAB ELEVATION = Y-0", TYPICAL, UNLESS OTHERWISE NOTED THUSLY (+/-') FROM I yr v� TOP OF CONCRETE SLAB ON GRADE ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0" REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 2. CONCRETE SLAB ON GRADE SHALL BE 5" MINIMUM THICKNESS UNLESS OTHERWISE NOTED ON STRUCTURAL FOUNDATION PLAN OR IN FOUNDATION SECTIONS AND/OR DETAILS. CONCRETE SHALL BE NORMAL MINIMUM 3,000 PSI NORMAL WEIGHT CONCRETE REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICAL ENGINEERS REPORT FOR UNDERSLAB PREPARATION REQUIREMENTS. _ -_ _--- .r,.,,,.,, , 1-1 1&1r,A-r1nr i nc roil c Arum S1 1 FnR FOOTING AND PIER SCHEDULES. 3. REFER TO STRUCTURAL DRAWING S3.0 FUK I YI'Il.F1L rvUvvr�I:�111 T - - - 4. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED THROUGH FOUNDATION WALLS, FOOTINGS, AND SLABS ON GRADE. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES WHETHER INDICATED ON THE CONTRACT DOCUMENTS OR NOT WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS. 6. PROVIDE 1 # 4 REBAR x 4'-0" LONG IN CONCRETE SLAB ON GRADE AT ALL RE-ENTRANT CORNER LOCATIONS, TYPICAL. 7. REFER TO STRUCTURAL DRAWING S0.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. sz Al i VERTICAL WALL REINFORCEMENT IN BOTH INTERIOR AND EXTERIOR MASONRY PARTITIONS SHALL BE DOWELED ( INTO CONCRETE LC PLACEMENT UTIONS NLESS SPECIFICALLY FOOTINGS, OR THICKENED SLAB HAUNCHES AT THE BASE OF THE WALL. DOWLES ARE Tv t)t I ICU Iiv 0•• • -•-_. _ _ NOTED ON STRUCTURAL PLANS OR IN STRUCTURAL SECTIONS AND/OR DETAILS. *NO EXCEPTIONS* FOUNDATION PLAN LEGEND 1. $ B 1 SOIL BORING SYMBOL AND DESIGNATION. SEE PLAN FOR LOCATIONS. 2. O INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE REINFORCING. ON STRUCTURAL DRAWING S1.1 FOR SIZE AND 3 INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON STRUCTURAL DRAWING S1.1 FOR SIZE AND REINFORCING. 4. 1 SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS. 5. O FD FLOOR DRAIN - COORDINATE WITH PLUMBING DRAWINGS. 6. B.F. BOTTOM OF FOOTING ELEVATION SHOWN THUS (- ) BELOW TOP OF NORTH CONCRETE SLAB ELEVATION 0'-0". 7. S.F. STEP FOOTING. REFER TO TYPICAL FOUNDATION WALL DETAIL", 4/S3.0 FOR DETAIL AND PLAN FOR LOCATIONS. 8. C.J. CONTROL JOINT. REFER TO "TYPICAL CONCRETE SLAB ON GRADE DETAILS", 2/S3.0 FOR DETAIL AND PLAN FOR LOCATIONS. 9. T.W. TOP OF WALL. REFER TO PLAN AND SECTIONS FOR TOP OF FOUNDATION WALL ELEVATIONS. 10. T.S. TOP OF FOUNDATION WALL MASONRY SHELF. REFER TO PLAN AND SECTIONS FOR TOP OF FOUNDATION WALL MASONRY SHELF ELEVATIONS. 11. T.P. TOP OF PIER. REFER TO PLAN FOR SOME TOP OF PIER ELEVATIONS, SECTIONS TOP OF PIER RELATIVE TO BOTTOM OF COLUMN BASE PLATE ELEVATION, AND "COLUMN SCHEDULE" FOR BOTTOM OF BASE PLATE ELEVATIONS. 12. > INDICATES AREA OF 6" THICK RADIANT HEAT SLAB ON GRADE, REFER TO PLAN FOR LOCATION. REFER TO TYPICAL DETAIL 17/S3.0. PRC NC KEYPLAN REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 AA J AA.2 O ' I I V1 I - - - - - - - - - - - - - - - I I M N i I A" N N I I O w �o n IN i h--1 Iso T.P.0' B.F. 48 - " 4}°° --------- T------ - - 13 1 L , �_ �_ i 6 I d 01 I _ S3.3 _---- I ' ---- - 15 O .d. .r I - - m i i � O ip I I N I 1 1 3 I S3.1 Y.1 ��---�F T.S.0' - 8 I'�`� -� _ - Et.F_ 17 18 - , I - N T.W.-=0' 011-- �� N ��.I TD.P. -I'- 0' CI Lrn I \ i CJ�` Lt�m N r-2U1 x I i `l �J'o I I I I I 1 n AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860) 563 - 3820 CON/VE�°eee m �c �E idSti, MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 563-6164 TITLE PARTIAL FOUNDATION PLAN - WEST DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architec FOUNDATION PLAN - WEST 1 S1.3 1/8" = 1'-0" DWG. NO. S193 All /too, WE TI, i j g" I �lp i� 5' 10A, — PO tow m — �tt� IK -00, Mp IMLL pp —I � le : A Opp— lio LAMFMM . a W_.It I lip— Ik TV - WN16 -4 L L 'ILI 4451 IfO� I -,. It 1 4001, 01 N, kj " to 4 � wl;- � :14 74 t, 4M ME AN "N op� Sit F r", A !4i"g p L d�q Z7 --- ,,00 QPPI PI. Aoopp' �241�000 OPP' A rlddA - -7:OTA N IRS- _A' ;il p Am -`'1/ U VA 11 i - i N Opp OW Aft X` 01M 02, MM p- ---------- I H —34 "ZOO ' /� 1► �'' r .fit r .�� r �- _ (► - ;� � s- --� wn -,d ­WW� f MQ P .M IMPM A1--- .1 1 1 IF I 7/ /� I 4F TA r Pl� No.I V A 5 PIP— I 02M R 77 IO I 1!T Al ftes_ iff ia Ogg 4F v 40, 40; F W, ,qp T WA or oft eF , 14 ;z 1_ �-1 ►��—'' �,�1 r =_' !�..`- Ida [ �, �"^r',<'t y — wt �'' Orj 'I POO!, 0-- --Mom JAM, 0_7 mallummom I NMI;, - - ------ - , !Z, INkILL —4-A, lap 01 SECOND FLOOR AND LOW ROOF FRAMING PLAN NOTES 1. TOP OF LOW ROOF STEEL FRAMING ELEVATION = 16-4", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 16-4". TOP OF LOW ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0". REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 2. TOP OF SECOND FLOOR STEEL FRAMING ELEVATION = 13'-5 1/2", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 13'-5 1/2". TOP OF LOW ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = Y-0". REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 3. TOP OF HIGH ROOF STEEL FRAMING ELEVATION = 27'-4", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 27'-4". TOP OF HIGH ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0". REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 4. TOP OF STEEL FRAMING ELEVATION OF BEAMS SUPPORTING OPEN WEB "K" TYPE STEEL JOISTS SHALL BE -2 1/2" BELOW TOP OF LOW ROOF STEEL FRAMING ELEVATION UNLESS NOTED OTHERWISE ON STRUCTURAL FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. 5. TOP OF STEEL FRAMING ELEVATION OF BEAMS SUPPORTING OPEN WEB "LH" TYPE STEELJOISTS SHALL BE -5" BELOW TOP OF LOW ROOF STEEL FRAMING ELEVATION UNLESS NOTED OTHERWISE ON STRUCTURAL FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. 6. ALL STEEL BEAMS ARE TO BE EVENLY SPACED BETWEEN COLUMN CENTERLINES UNLESS DIMENSIONED OTHERWISE ON FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. 7. REFER TO STRUCTURAL DRAWING S4.OA AND S4.013 FOR TYPICAL FRAMING DETAILS AND SCHEDULES. 8. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL ROOFTOP EQUIPMENT AND ROOF OPENINGS. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, AND MECHANICAL EQUIPMENT SUPPORTS WITH THE ACTUAL EQUIPMENT TO BE SUPPLIED. THE CONTRACTOR SHALL VERIFY THE WEIGHT OF ALL MECHANICAL ROOFTOP UNITS INCLUDING SUPPORT CURBS WITH THAT AS NOTED ON THE STRUCTURAL FRAMING PLAN. TYPICAL STEEL SUPPORT FRAMES SHALL BE PROVIDED AT ALL ROOF OPENINGS. 9. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, MATERIALS, AND DIMENSIONS BEFORE COMPLETING PRICING, ORDERING, FABRICATING, AND/OR ASSEMBLING ANY AND ALL PARTS OF THE WORK INCLUDED IN THE CONTRACT DOCUMENTS. 10. REFER TO STRUCTURAL DRAWING S6.3 FOR COLD FORMED TRUSS ELEVATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 11. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. n I ROOF DECK TYPE @D 1 1/2" DEEP GALVANIZED, 18 GAGE, WIDE RIB ACOUSTICAL STEEL ROOF nGr1( TVDC IRA3 CDAKI DCDDGAInI(-I II AD Tn CTRI I('TI IDAI CTGGI CPAAAItU(, 1 II L Uf . JI / IV I LI\I LIVVII.V LI"\I\ - J11\V\.I VI\/"\L JI LLLI /"11VI11VV, TYPICAL. REFER TO STRUCTURAL DRAWING S2.5 FOR EXTENT. 0 L------------J HIGH ROOF FRAMING PLAN - OVERALL NOT TO SCALE 2 S2.1 I q 0 ROOF DECK TYPE & 1 1/2" DEEP GALVANIZED 20 GAGE WIDE RIB STEEL ROOF DECK, TYPE'B'. SPAN PERPENDICULAR TO COLD FORMED STEEL FRAMING, TYPICAL. REFER TO STRUCTURAL DRAWING S2.6 FOR EXTENT. I I 1 -T-- ALTERNATE DESIGN OPTION NO. 1- SECOND FLOOR CLASSROOMS REFER TO THE STRUCTURAL DRAWING S2.7 FOR ALTERNATE HIGH ROOF FRAMING PLAN AND STRUCTURAL DRAWING S6.4 FOR ALTERNATE COLUMN SCHEDULE AND LATERAL FRAME ELEVATIONS. t, HI77 fl A tAl 1 t 1 'y NORTH - S2.4 SOU � N N to N 1 wl� �toN 1 i M ou E _ M --- ROOF DECK TYPE 1 1/2" DEEP GALVANIZED 20 GAGE WIDE RIB STEEL ROOF DECK, TYPE'B'. SPAN PERPENDICULAR TO COLD FORMED METAL ROOF TRUSSES, TYPICAL. 1 I /III I 1/ I REFER 1 U ST R U CT URAL DRAWI IN' G S2.4 FUR EXTENT . M H - 4 N a o ROOF DECK TYPE 1 1/2" DEEP GALVANIZED, 18 GAGE, WIDE RIB STEEL ROOF DECK, TYPE 'B' SPAN PERPENDICULAR TO ROOF FRAMING, TYPICAL. REFER TO STRUCTURAL DRAWING S2.2 AND S2.3 FOR EXTENT. _NORTH -S2.4 SOUTH a_n_nr- DECK TYPE 1 1/2" DEEP GALVANIZED, 18 GAGE, WIDE RIB STEEL ROOF DECK, TYPE'B'. SPAN PERPENDICULAR TO STRUCTURAL STEEL FRAMING, TYPICAL. REFER TO STRUCTURAL DRAWING S2.4 FOR EXTENT. ROOF DECK TYPE EO 3" DEEP GALVANIZED, 18 GAGE, ACOUSTICAL STEEL ROOF DECK, TYPE'NA'. SPAN PERPENDICULAR TO STRUCTURAL STEEL FRAMING, TYPICAL. REFER TO STRUCTURAL DRAWING S2.4 FOR EXTENT. ALTERNATE DESIGN OPTION NO. 1- SECOND FLOOR CLASSROOMS REFER TO STRUCTURAL DRAWING S2.7 FOR ALTERNATE LOW ROOF AND SECOND FLOOR FRAMING PLAN AND STRUCTURAL DRAWING S6.4 FOR ALTERNATE COLUMN SCHEDULE AND LATERAL FRAME ELEVATIONS. - 4 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 2" COMPOSITE STEEL DECK (6 1/2" TOTAL TLJI('iINESS) REINFORCED WITH 6x6-W2 1xW2 1 REFER TO STRI CTI IRAI VI\1 V LJJ� I DRAWING S2.2 FOR EXTENTS OF FLOOR SLAB ON STEEL DECK. ROOF DECK PAN 11 11/2" DEEP GALVANIZED, 18 GAGE, CELLULAR WIDE RIB ACOUSTICAL STEEL ROOF DECK WITH 20 GAGE GALVANIZED FLAT PANEL BOTTOM SHEET. SPAN ROOF DECK TYPE @D PERPENDICULAR TO ROOF FRAMING, TYPICAL. REFER TO STRUCTURAL 1 1/2" DEEP GALVANIZED, 18 GAGE, WIDE RIB ACOUSTICAL STEEL ROOF DRAWING S2.2 AND S2.3 FOR EXTENT. DECK, TYPE -BA'. SPAN PERPENDICULAR TO STRUCTURAL STEEL FRAMING, TYPICAL. REFER TO STRUCTURAL DRAWING S2.5 FOR EXTENT SECOND FLOOR AND LOW ROOF FRAMING PLAN - OVERALL 1 NOT TO SCALE S2.1 REVISIONS CONFORMED SET MARCH 22, 2019 KEYPLAN j IA T E PROJECT NO. 132-0089 N PHASE 2 OF 5 -------------------- ----- -- 41 14 I I 1 1 _ _ _ _ NORTH NORTH I RARD SOUTH - S2.2 SOUTH - S2.2 AND M N OMPANY cV N LLP 1 N STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE I\ I I ROCKY HILL, CT 06067 (860)563 - 3820 N E.- IVIt I AL I KUJJ t-KAIVIIINU, I YYIt-AL. KLI-tK I U J I KUU I UK/-\L / Lu o DRAWING S2.2 FOR EXTENT OF ROOF DECK. ROOF DECK TYPE: FO 3" DEEP GALVANIZED, 18 GAGE, STEEL ROOF DECK, TYPE 'N'. SPAN PERPENDICULAR TO STRUCTURAL STEEL BENTS, TYPICAL. REFER TO STRUCTURAL DRAWING S2.2 FOR EXTENT. coNrvF�% t S Q' ' Fss.... �� °aaS/O NAIL..... a�4'`'• MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL SECOND FLOOR AND ROOF FRAMING PLANS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S2.1 SECOND FLOOR AND LOW ROOF FRAMING PLAN NOTES (iN 1. TOP OF LOW ROOF STEEL FRAMING ELEVATION = 16-4", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 164". TOP OF LOW 8. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, MATERIALS, AND DIMENSIONS BEFORE COMPLETING PRICING, ORDERING, FABRICATING, AND/OR ASSEMBLING PN ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0". REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR ANY AND ALL PARTS OF THE WORK INCLUDED IN THE CONTRACT DOCUMENTS. REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. a RFFFR Trl CTRI Ir'TI IRAI nRA\A/INIr SF � PnR r'rl1 n Fr)RMFn TRI ISS FI FVATI(1NS TYPICAI DFTAII S ANn GFNFRAI NOTES .._.E,.-�, ___....._.._,...._..___.... ___.._...._.._.__. 2. TOP OF SECOND FLOOR STEEL FRAMING ELEVATION = 13'-5 1/2", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 13'-5 1/2". 10. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. TOP OF LOW ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0". REFER TO ARCHITECTURAL AND SITE INDICATES SPAN DIRECTION OF STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN, SCHEDULE, AND PROJECT DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 11 �� -�- SPECIFICATIONS FOR GAGE AND ATTACHMENT REQUIREMENTS. Z AA.3 CC.9 FF HH.1 KK MM PP TT UU 3. TOP OF STEEL FRAMING ELEVATION OF BEAMS SUPPORTING OPEN WEB "K" TYPE STEELJOISTS SHALL BE -2 1/2" BELOW TOP OF LOW ROOF STEEL FRAMING QA 1 1/2" DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE'B' 29'-7" 29'-1011 29'-7" ELEVATION UNLESS NOTED OTHERWISE ON STRUCTURAL FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. © 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPES' 1 1 I I 4. TOP OF STEEL FRAMING ELEVATION OF BEAMS SUPPORTING OPEN WEB "LH" TYPE STEEL JOISTS SHALL BE -5" BELOW TOP OF LOW ROOF STEEL FRAMING ELEVATION 22 -8 13 -10 1/2 22 -10 1/2 22 -9 ( 61-1011 UNLESS NOTED OTHERWISE ON STRUCTURAL FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. © 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK 1 I I -I WITH CONTINUOUS, 20 GAGE, GALVANIZED FLAT PANEL BOTTOM SHEET. 11 -2 3/4 30 -6„ 9 11 1/4 30 -6 L 5. ALL STEEL BEAMS ARE TO BE EVENLY SPACED BETWEEN COLUMN CENTRLINES UNLESS DIMENSIONED OTHERWISE ON FRAMING PLAN OR IN STRUCTURAL FRAMING 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE'BA' -'I� SECTIONS AND/OR DETAILS. QD 1 1/2 DEEP, ALTERNATE DESIGN 2 1A � I 1 1A 1A I 03" DEEP, 18 GAGE, GALVANIZED ACOUSTICAL STEEL ROOF DECK, TYPE'NA' i 1 COD FORMED ST EL I i WIC FLANGE STEEL OUTRIGGER AT 6. REFER TO STRUCTURAL DRAWING S4.OA AND S4.OB FOR TYPICAL FRAMING DETAILS AND SCHEDULES. OPTION NO. 1 52.7 I S4.1 S2.6 ROOF FRAMING I S4.1 54.1 BOrl[�1 OM FLANGE CENTERED OVER TYP S4.1 i fir1 n11 f,rrf, 1 0 !` A /"r !-'A I X/A A117rn CTrrl Drl(,r nrr v TVr)r It'll 7. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL ROOFTOP U J DEEP 10 U1 -1 UMLLV1A1VILCU JI CCL RUUF ULI I�, 111-L IV I i F701WINDOW FRAMES, COORDINATE i 12. THE CONTRACTOR SHALL COORDINATE THE LOCATIONS AND DIMENSIONS OF ALL ANGLE FRAMES AT ROOF PENETRATIONS AND ROOF DRAINS WITH ARCHITECTURAL I I I LO TION WITH ARCHITECTURAL EQUIPMENT AND ROOF OPENINGS. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, AND MECHANICAL EQUIPMENT I ___1______ ____ ______r __ ______1------ _ __-------_ - _____ __________________ __�_______ I` SUPPORTS WITH THE ACTUAL EQUIPMENT TO BE SUPPLIED. THE CONTRACTOR SHALL VERIFY THE WEIGHT OF ALL MECHANICAL ROOFTOP UNITS INCLUDING SUPPORT AND MECHANICAL DRAWINGS PRIOR TO FABRICATION. REFER TO TYPICAL DETAILS 7/S4.OB AND 8/S4.OB FOR ADDITIONAL INFORMATION. r t DR WINGS. REFER TO SECTION 1A/54.1. ( 1 CURBS WITH THAT AS NOTED ON THE STRUCTURAL FRAMING PLAN. TYPICAL STEEL SUPPORT FRAMES SHALL BE PROVIDED AT ALL ROOF OPENINGS. I I f II KEYPLAN H__� - - - - L----------I---- ----�------- ---- I---+------------_-+ -----, i W18x40 [18] IW18x35 [16] Ill p-W18x40 [18] 1 Y I I I I II II 1I S2.6 0 4 1/2" EOS ma Opp. AB TYPICAL OF FOUR (4). OS2.6)-\HAND ND POTENTIAL FUTURE COLUMN, PP l 1 X.4 JJ.9 M. 7�` 1.4 i- i I23k W 1 6 x 3 6 I 23k� �23k I W 1 6 x 3 6 234 123k W 16 x 3 6 �.I�234 I X AA.3 DD GG JJ KK MM NN QQ RR TT � I l [16] l J [16] / r16� lam' IJ " r1 I t I `oo I 1 6 COLD FORMED S EL BEARING (WALL x 1 1 23 -4 3/4 30 -6 1 9 -11 1/4 1 30 -6 - I W16x31 I � I I W16x31 I Lx° ABOVE, REFER TO FRAMING PLAN11/S2.6. vI r a A i d r a A i d %A/9 G.,0 9 r-1n 1 Z I ( c 1'-8" 33'-4" I 18'-6 3/ I 10'-7 1/4" I 21'-2" 4'-4" 4'-8" I N I ( f 1'+ 1 I N �, vV _L U x J l L l�+ J At 0 ( 1 11-7 1/4 10 -8 6 -0 4 4 1-10 3/4 19 -3 1/4 1 _ W16x31-------- -- - -- ------ ----"--------�� W16x31 i I ----- 1 , 1'-103/4" i 1 I I 2 t D [14] 1 I I m i 1 W16x31 [14] i 11 [14] I1 1 I I KI D 1 I I I I i I S2.6 APP.ND I 11 I 11 S2.6 1 I 2 10 - ---------- 1--- - - - - -- - 1 W16x40 W10x15 [8J W16x40 _-- - - - --- - 10 i 1 W16x311 I -- I --- I 1 W16x31 1 I W16x31 1 I I S4.1 16k-----[18] 116k 16k1 --- --[18j -- I- 1 16k--------_ ; I -- 14 O Swill [14] L-- ---- [ J Ln I [14] S_� ------------r------------ -�-- I[ 11 x I �r O I I 1 W 10x15 [ 8 J I I I I 1 1 1 1 CO I AI(IDTLJ c� I I i°41- NIr1RTN _ C� 4 1/2 EOS 1 I I I 1 � 1 � I � I N I 1VVI\111 -.JG.G .�" .v" I i .,J.. .. N - 1 I u') - - - - - - - - - - - - - J Ln ' 1 I SOUTH W O W1Ox15 1�� A W�4 0SOUTH 1 I m I W 1 6 x 3 1 I I - - - - - - - - - - - - - - - - - - - - - - I W 1 6 x 3 1 X I i i 2 I I I N I x I [14] of I W16x31 [14] I [14] i 00 1` 171 16k [ 18 ] 16k [ 8 ] 16k [ 18 ] 16k "' 2 I I °�,° #4 HOOKE� BAR AT 12 o.c. TYPIC L AT SLAB XI #4 8'-0" LON AT 12" o.c., STAGG D ENDS I -1 1 4 1/2" EOS 1 1 I I 1 4 1y2" EOS S4.1 I EDGE REF R TO TYPICAL DETAIL 1�S4.OB. 001 I r1 12".I REFER TO PICAL DETAIL 1/S4. B. 1 I 1 1 4 1/2" EOS I 1 I W16x31 �I W16x31 5 W16x31 [14] 1 I m N u W16x40 i W1Ox15 W16x40 �? 1 [14] [14] S4.1 cr N I N N 16k [ 18 ] 16k I (8 J 116k [ 18 ] 16k iD I I E i 71-411 x F N F I C CD I Y o ( o 0 0 " 1 N 52.6 4 1/2" E S i rV S2.6 .6 S2.6 411 2" EOS V) I- #4 x 18'-0" LONG A712" o.c., 1 `^ `� 1 I 1 I - - - r 1 N x STAGGED ENDS 12 . x x I� #4 HOOKED BAR AT 12 o.c. TYPICAL AT SLAB I - - - - - - - - - - - - L-j W 2 4 x 6 8 11� ] w o 0 1 _111 16i W18x35 (25J 2ak� 6�W18x46 ---- - -- - -_ _� 1 �O co SIMILAR TO TYPICA� DETAIL 1/S4.0B. I �I N °�° Iu ( EDGE, REFE TO TYPICAL DETAIL 1/S4.4. --� �1 C4 - - - 1 I r �� i _-bt'I-R�_ _f-- ( I 1 1 W16X40 [18] I 116kI I1skI I I 1� S4.2 j ---�- �`.� FACEOFIBRICKVENEEfRABOVE,REFERI�• s`r�-_-_- __-_-� N _sJ6 -____ _ 1 1 16k m ' W18x15 W16x40 L-- 0 LG�, Y x Y 4---+----- ° i m' or_ i [ ] I [ 18 ] _ _ I I TO ARC ITECTURAL Df� WINGS 1 �v'� o cPG S4.1 54.2 I I I , I , z I 1-------- , I � 41/2" EOS� I I i Gip A , "L> 4 �\ I YS1/2"FOS-, i �� I IM >Y I �_ '� 1 I I Nvk I W16x26 1 1k CD W1Ox15 W12x16 OPEN 1 XJ ' r 13 ------ - -- , W21X162 [20] 1 1 W10x15 m 1 = W21x62 I 1 N� t [15] X 1 [81 m [131 I00 xw J4.L W16x 6 I ---------- 14 3 1 I -{ 3 II 6 I X 41/2"EOS �1 ;; 7 �� 1 ; [ 8] 0 [ 28 ] m S4.1 I i S4.2 I`� X 4.1 1 = 24L P-2 tD 1 I I 7 I I 41/2" EOS 1 1- I I I I I L- o N 1 ---- I_ N Y I 1 54.1 I ._ 1 I I I / \ I W18x55 u 1W1Ox15 ,I. --- raai VVJ.bx3b ' - b--------- 1"1 ----- i� m 16] m 3 (29] 19k (8J 18k W18x55 m Y LL [ [21]CL 24LH05 P-2 1 I OPEN I - - 417Y EOM------------ ------- 11 N m1 N d #4 x 4 0 LONG BAR AT RE- ' 7 I �, I i I I N ENTRAN CORNERS, TYPICAL. 4 1/2 EOSL 1 54.1 I u W 10 x 1 5 m l Lu W 1 6 x 3 6_ _ J N 2 W 16 x 3 6 W 10 x 1 5 W 1 6 x 3 6 I _ REINFORCE EXTERIOR PORTION OF CA r 1 r, 1 f R 1 f 6 1 MASONRY WALL WITH #6 AT 24 o.c. 24LH05 P-2 1 �� j I m [ 8 l I , � [ 16 ] I 1 o J� lv v VERTICAL AND (2) W1.7 WIRES AT 15 - ----- -- t 16 - - - - _ x _ _ o _ - _ _ - " �, N 16" o.c. HORIZONTAL. REFER TO lIW12x16j[ 8 J co N ' 0- SCHEDULE ON DRAWING S4.OA FOR - I 1 2i N I I WIDE FLANGE STEEL OUTRIGGER AT m m `J W 1 6 x 3 6 W 10 x 1 5 W 1 6 x 3 6 a nAA nCC 4 1/2 EOS W1Ox15 I O W 16 x 3 6 BOTTOM FLANGE CENTERED OVER TYPE m '� [ 16 ] O [ 8 ] O (16 ] �,, ADDITIONAL REQUIREMENTS. n 24LHO5 P-2 I �D W 1 2 x 16 I ', l J I N ,,i L lb 1 I I F70 WINDOW FRAMES, COORDINATE x x x x (V 1 I I 1 1 00 00 e-{ COr1 00 N 19-8 12-0 1-8 2 [ 8 l I ' ' LOCATION WITH ARCHITECTURAL 0 1 1 1 1 O x I I DRAWINGS. REFER TO SECTION 2/S4.2. W 16 x 3 6 W1Ox15 W 16 x 3 6 24LH05 P-2�1 I 6 I 1 m u W10x15 I 1 m= W16x36 I 1 2 [16] ! [8J [16] N W 12 x 16 N W12x16 ] 1 54.3 I S4.2 , [8] x 4" EOS I (8J 1 w o [16] 24LH05 P-2 I I ( z 411/2" EOS 18 -i� ----- -- --W16x26 I 1 W10x15 I oU z W18x50 I ask m _ 19 W16x36 W16x26 - 2sk w I I W I W AXIAL LOAD =15k I I [ 13 J 1 I [ 8] I m (38 J I 1 � I T I Z I I ,� , I w 24LH05 P-2 n I (o o f I 1 20LH05SP-1 C TINIUOUS L4x4x1/4 DESK I N I IBR 2 ro W 14 x 2 2 i N W 10 x 15 � 1 Q W 14 x 2 2 m 10 � N E GE PPORT ANGLE I I z I I m ( 10 ] I I [ 8 ] , I I 0 [ 10 ] X 12 FACE OF BRICK VENEER ABOVE, REFER _ x i 0 i° r1 ,� z m TO ARCHITECTURAL DRAWINGS. N 24LH05 P-2 lD O L H 0 5 SP-1 0 X ( 11 I - o N 1 I 1 I _ I a n m 1 IBR-2 4 1/2" EOS z =1 RD o =ILu oll W14x22 W10x15 .I. W21x48 _----- - - - - -- 22 co 54.3 I Y 1 2 05 P- I I Q w m o II [10] i I [8] I Nski k N y 24L 05SP-2 O Lu J x N BR 2 2 ( i I 4 1/2" EOS ss N Iz o 1 LuJ vII lti8. D d- 1 C7 w STGo Ln rx I O I I ( w V)) mll S4.3 I I W1Ox15 I W14x22 [10] tD w l 20LH05SP-1 w Q W12x19 N I ------------- 24 a-1 - w v, m N _ [ 8 ] _ SUPPORT BEAM FOR OT/PT X w w m Of D [ 10 ] x REFER TO "EAST LOBBY CANOPY W18x3 I N m I I I O z_ (1 " 1 Io ") I ROOM SWING, COORDINATE _ _ #4 x 4 -0 LONG BAR AT RE- v N x Q m cn I I X ~ v I tD ,-1 I� `- I BEAM LOC ION WITH SWING. ry 8 ASSEMBLY DETAIL", 7/S4.10, FOR x - Q 2 0 L H 0 5 SP-1 I z r, ENTRANT CORNERS, TYPICAL. 1 FABRICATION REQUIREMENTS. N COt.D 1u0 --- W12x19 I W10x15 W14x22 1 S4.9 m 26.5 m 24LH05 P-1 x Iro 0 I i D 0 11 m m [ 10 ] I 1 [ 8) 0 1 [ 10 ] Ln 0 12 1-1 0 - o r1 _ 1 o z I 20LH05SP-1 1 I 0 m x r' x N -tD- I W1Cx15 181 ] m 1 00 TT.6 VV ,1 26.6 - ---�' - - Nm I ---- I z _ IBR-2� � W12x19 -- - ----- --- --- - ---- - _ ___ sD 24L 5 P-1 z I z rX I i `�' [ 10 ] W 14 x 2 2 10 10'-0" 6 1 O 2 91/2 EOS J I 20LH05SP-1 I u II I I [10] GG X12 " _ 0o oJ, x I 0 / I IBR 2 S4.9 2 1/2" EOS)d��'O 1 13 -11 1/2 6 r` 27.5 �' 1O _ _ s� xa I I -�------------ 21/2" EOS ---------- r-------------- Go S4. 0 _ _ C° /� 6x3 / W16x26 [12] ---- N18 41/2"EOS W21x4811/2 s1k _ -__^i 1 _ 27.5 28 - - = -- 0�0 _ AXIAL 15k i - - - - - - - - - - - - - - - - - - - - ��- --- - - N 4 1 w I I HS 16 PIECE, SHOP WEL TC�[COLUMN FACE AND I I HSS 4x4x1/4 HANGER I I HSS8(V)x6x5/16 1 N 29 1 RD [COLUMN w S4.10 29 S4.3 0 1 N W10x 15 1 GRIND SMOOTH. DJAC NT BEAM, TYPICAL OF 11 2 1 Lu V ' O ( W `D _ S4.9 m Jar m 00 N W 14 x 2 2 N i EIGHT (8). TOP OF HSS ELEVATIO - OM TOP OF BEA I 1 cn o `11 o I ( `n 8" DEER LIG G GE N m I I OPEN TO BEL W 5 1 1° IHSS6(V)x4x5/16+RI `D 0 x x 5 I r, I I I S4.2ii,j CEILING J IST AT 1" o.c. 1 x 1 N I X c�-1 1 S4.3 Ox A yss A yss 3 Ayes I I }�i Q ID oo I I 1 I o �, 9 oxo 32 I 2" EXPANSION IJ01 T I I O 6 O 6 S4 I , O 6� , <o J N J J i �„ N `t HSS6(V)x4x5/16 = _ _ _ _ �✓ �' 1 W12x19 1 1 `�Gf� s� f� 1 �� �� t'�� HSS 8(V)x4x5/16 LOW 1 1 2 I = = N 33 - - - - - - - _ _ _ -y _ A A - - - - A- - - Q -W 2�9-4�LAT-E-- HSS8(V)x6x5/16 I BRACKET+R E - _ -- - , W12x19 - - ----- ---- - C34 �D 33.4 CON IN US L 4x1 8� I _ _ _ _ _ _ _ _ _ _o _ _ _ i _ _ _ _ _ ! _ _ - _ _ _ 1 _ - .� CONTINUOUS BENT LATE, TYPICAL EACH SIDE ----- ----- ----- ----- 00 _ EDGESU PO GLE S m ,I X 11 HSS4x4x1/ ANGER 4 - yf 1n Ln Ln rn W 112 x 16 N W �12x16 I HSS 4x3(V)x5/16 + L3x3x1/4, T/STEEL `V O RD x 1 x x I x x 00 _ 1 i ELEV. = 10'-4 1/2".I PROVIDE HSS4x4x5/16 -+ o s� h 0 0 ; O j< o f m I CONTINUO S L6 3/8ro 1 `r 0 1 1 I T �L STEEL SHELF GLE I I r 1 131011-( OUTRIGGER AT E+H END. SHOP WELD I I TO COLUMN AND 13RIND SMOOTH. r1 NTIN US L4x4x /4 DECK W 1 2 W 1 2 6 1 -' 1 0 1 I 38 = 4--L N 39 Ln N m c-1 12x19 E GE T ANG E m z x x O B , I 11 ( z u a 1 I ( I 2 CLERESTORY SUPPORT XOPN 2 �' p�j I I > o Q 1 I I S2.6 FRAMING PLAN v - - --( 31 z 1 2 x 16 W 1 2 x 6 _� a I x J u) I I I TRUSS T-1 AT 48" D.C. J 0 0 0 m _ r` N _W x 9 --- 1L3x3xl/4 i- W10x15 x 4 I II Ln II 1 L m z 7 i CONTINUOUS DECK 1 3 BRACKET LOW " w RD ( °�° x °�,° Q W w °x° EDGE SUPPOR ANGLE 54.12 cal S4.12 10 1 ,1 X SLOPE SLOPE o _ N �, I S4.3 _ $4.3 I m, - i I I W12 W12x 6 I 4:12 4:12 w wQ -- 11 1/2 �--_-�- = III L3x3x1/4 RA , P AL 1 �) _ II 1 _ Q_ N § 1 _ I I I , 11 GAL ANIZED IDE fiB C LLULAR 1 I AT ALL ROOF DR S D). o 4 I 1 1/2 DEEP 20 GAG GALVANIZED STEEL I �S ACOUSTICAL STEEL O TEEAS F DECK D (+3'-7") 3 I II 4. 10 1 SEE DETAIL 7/S4. W 1 6 x 3 6 W 1 6 x 6 B. I I x GIRDVR T USS GT-1 1 � 1 _ I I ROOF DECK NO A , TYPICAL AT I TRUSS ENDS, REFER O SECTION 7/S4.3. TY ICAL WHERE N -- - - --- --- I ----ri -� w -- - -- - I-- C41 W10x15 I BRACKET LOW I ( 171 I o 1 I J101%� �� y�A I I o I-----I------ CONTINUOUS 20 GA E COLD I �� N 4 T �GSS I I I i I I v TR SS T-2 I I1. N U TRUSS T-2 ' FORMED STEEL TRA�K ATTACHED j 6 I 7 I m AT 48 D.C.oc V) ° AT148" o.c.m 1 ITO TRUSS ENDS TYP CAL. - 0 N 0 N 0 N 0 I N 0 N N S4.3 I S4.12 S4.3 II `�° I N 00 1r-i-i I m I 1 I I A I F- Q 3: I I I I -- -- ---- - -- -� I I I I A o 1 W12x26 5�40° 12x J _ ( I I 11 I (1'0) - - 11- I W16x36 - - P1'o) I - I --1-- --1 -- --- 46 IrmvNVtx CONTINHORIZOINTALSTEEL CLERESTORY [10US SUPPORY GIRTS, CONIiIECT TO HSS OUTRIGGERS 7 I I I I I I AT EACH COLUMN. REIFER TO FRAMING SECTI�NS. 1 Ii I I S4.3 I 1 1 N 1 O 54.12 S4.12 1 I I I 1 1'-1.0 3/4" 1 4 9 I -111 1/4 4 1 1-10 3/4 19 -3 1/4 4 -4 11 I � I I I I 6-11 4 27-5 3/4I -112 I 8'-8" I 10'-6" I 7'-0" i I �V-8" 13' 6" 11'-3 1/2" 9'- 0 2" I 32'-011 1 1 L 7'-11011 10'-0'- AA BB EE HH JJ KK MM NN AA.2 11.9 LL M. SECOND FLOOR FRAMING AND LOW ROOF PLAN - SOUTH &� r` N &- 01 N S4.2 1 S4.2 1/2" EOS w 16k 00 x -1 N 6k - - - - - - - - - - 17k 17k Ln m x 00 c-I 2 S4.2 NORTH - S2.2 �as��� SOUTH - S2.2 0 X 00 W 16x40 [18] o � C.J W 16x40 `D m [18] w L_ w 0 J w Lu s V) o W 16x40 w 1= w [18] o N O 2 W 16x40 N W N [18] O m g L � uj 0 W 16x40 m 11 Lu [18J zo O U z 1- = W m Lu W 16x40 [18] :E O z W 16x40 a Ln Ln x N E W10x15 W16x40 [8] lY IN [18] �� CONTINUOUS CONCRETE LOCKER BASE, REFER TO N TVDl(-gl r)FTAII 16/C� n PFFFP Tn AP(-PITFrTI IRAI Y �. DRAWINGS FOR DETAIL AND LOCATIONS. W1Ox15 W16x40 _ [ 8 ] 16k [ 181 16k 4 1/2" EOS 00 W10x15 W16x40 _u [81 Ln 16k [181 1 160 Ln _ C) x _ O N x -1 W1Ox15 W16x40 [81 16k [18J 16k #4 x 18'-0" LONG AT 12" o.c., STAGGED ENDS 12". 10 N N SIMILAR TO TYPICAL DETAIL 1/S4.OB. W1Ox15 W16x40 iY (8] _ jY17k [18] 17kY+ 4.1 W10x15 W16x40 `- 17k [ 81 17k L [ 18 J 17� m x 0 m x 0 m x 00 i-1 00 r1 00 W 10x15 W 16x40 17k ( 8 ] 17k [ 181 17k W 2 1 x 6 2 1 [ 281 17k #4 HOOKED BAR AT 12" ox. PICAL AT SLAB EDGE, REFER TO TYPICAL DETAIL 1/S4.OB. W 16x40 [18] W 16x40 18] -- ----- [-- --- -4 1/2" EOS Q0 �t x 00 1 S4.2 W10x15 ' W 2 1 x 6 2 -_-_-_-_-__, Y [ $ ] Y 17k [28 1 17k n m 1 N 2 W1Ox15 W 16x40 S4.2 [8] [18] W 10x15 [81 'r x '-j 00 W1Ox15 W1Ox15 [81 WIDE FLANGE STEEL OUTRIGGER AT _ BOTTOM FLANGE CENTERED OVER TYP a W 16x40 r' F70 WINDOW FRAMES, COORDINATE LOCATION WITH ARCHITECTURAL [ 18 ] O DRAWINGS. REFER TO SECTION 2/S4.2. It W 16x40 [18] W1Ox15 [8] -11 W1Ox15 181 16 W 16x40 [ 18 ] 16k ----- ----- -- 41/2'E --- ( 18 ] 16k d' W 16x40 W1Ox15 W 16x40 _ 86k [18] 16� [$] O 16k r181 L 1 16� x 7 x x Q ' CID S4.1 �" �" O W 1 x40 3:W 10x15 3:W 16x40 _' 16k [ 8 16k [ 8 ] 16k [ 18 1 16k N W21x 2 [20] V-S 1/2" EOS m m W1Ox15 m m W 2 1 x 6 2 N [ 8 J m 0 N [ 28 ] m �.K N PEN I �30'-611 9'-11 1/4-611 9'-11 1/4" 30'-611 SECOND FLOOR FRAMING AND LOW ROOF PLAN - NORTH 1 1/811 = V-011 S2.2 - - - - - - - - �I ____NORTH - S2.2 SOUTH N REVISIONS CONFORMED SET MARCH 22, 2019 S I A I E PRV.IEC T NO. 132-0089 N PHASE 2 OF 5 r..,RARD AND OMPANY LP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 f p m = {r 9 No. -1b- i W, E N '. AJJ m 0 S E R PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL SECOND FLOOR AND LOW ROOF FRAMING PLAN - NORTH AND SOUTH DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S2*2 SECOND FLOOR AND LOW ROOF FRAMING PLAN NOTES 1. TOP OF LOW ROOF STEEL FRAMING ELEVATION = 16 4', TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 16 4'. TOP OF LOW ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0". REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 2. TOP OF STEEL FRAMING ELEVATION OF BEAMS SUPPORTING OPEN WEB "K" TYPE STEEL JOISTS SHALL BE -2 1/2" BELOW TOP OF LOW ROOF STEEL FRAMING ELEVATION UNLESS NOTED OTHERWISE ON STRUCTURAL FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. 3. TOP OF STEEL FRAMING ELEVATION OF BEAMS SUPPORTING OPEN WEB "LH" TYPE STEELJOISTS SHALL BE -5" BELOW TOP OF LOW ROOF STEEL FRAMING ELEVATION UNLESS NOTED OTHERWISE ON STRUCTURAL FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. 4. ALL STEEL BEAMS ARE TO BE EVENLY SPACED BETWEEN COLUMN CENTRUNES UNLESS DIMENSIONED OTHERWISE ON FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. S. REFER TO STRUCTURAL DRAWING S4.OA AND S4.OB FOR TYPICAL FRAMING DETAILS AND SCHEDULES. 6. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL ROOFTOP EQUIPMENT AND ROOF OPENINGS. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, AND MECHANICAL EQUIPMENT SUPPORTS WITH THE ACTUAL EQUIPMENT TO BE SUPPLIED. THE CONTRACTOR SHALL VERIFY THE WEIGHT OF ALL MECHANICAL ROOFTOP UNITS INCLUDING SUPPORT CURBS vV/1TH THAT AS "DOTED ON THE STRUCTURAL FRAIKJ i,NIG PLAN. TYPICAL STEEL SUPPORT FRAn^,ES SHALL BE PROVIDED AT ALL ROOF OPENINGS. 7. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, MATERIALS, AND DIMENSIONS BEFORE COMPLETING PRICING, ORDERING, FABRICATING, AND/OR ASSEMBLING ANY AND ALL PARTS OF THE WORK INCLUDED IN THE CONTRACT DOCUMENTS. 12 Ln 15 2V 8. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. 9. INDICATES SPAN DIRECTION OF STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN AND PROJECT SPECIFICATIONS FOR TYPE, GAGE, AND ATTACHMENT REQUIREMENTS. Q 1 1/2" DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE'B' © 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE 'B' © 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK WITH CONTINUOUS, 20 GAGE, GALVANIZED FLAT PANEL BOTTOM SHEET. QD 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE'BA' EO 3" DEEP, 18 GAGE, GALVANIZED ACOUSTICAL STEEL ROOF DECK, TYPE'NA' F� 3" DEEP, 18 GAGE, GALVANIZED STEEL ROOF DECK, TYPE 'N' 10. ALL DIMENSIONS NOTED AS'A' SHALL BE COORDINATED BY THE CONTRACTOR PRIOR TO FABRICATION WITH ARCHITECTURAL AND/OR MECHANICAL DRAWINGS ALONG WITH DIMENSIONS AND DETAILS PROVIDED BY THE MANUFACTURER OF THE ROOF HATCH OR ROOFTOP UNITS TO BE PROVIDED. 11. THE CONTRACTOR SHALL COORDINATE THE LOCATIONS AND DIMENSIONS OF ALL ANGLE FRAMES AT ROOF PENETRATIONS AND ROOF DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TO FABRICATION. REFER TO TYPICAL DETAILS 7/S4.OB AND 8/S4.OB FOR ADDITIONAL INFORMATION. R T U X AA 21'-6" L 12'-211 12'-11" 22'-411 1'-811 L I 19'-811 I 1 i I I I I I I I I I t I I I 1 I I I I I I I I I I t m Nuj I II I I I I I I 1 1 N= i �ILn o i I I I I I I I I 54.10 I I I I ; I L5xx5/16 HUNG MASONRY I 54.3 I I 1 SUPPORT LINTEL I I 1 I I I -7,- - - - ML ML ML ML ML ML ML ML ML ML ML - -------------------- I', W16x36 c 16x36 I W16x26 A I I I I II I TYPICAL MASONRY LINTEL (ML) I II I W16x36 BRACKET � I I 11 I T U/AI I RF npFnlrnlrc GF ML R Tn SCHEDULE ON DRAWING S4.OA. 1 li I r \I`W 12 x 1191j I �) �I� �I) I 1 24LH05SP-2 � m 120 m �D I I1 1 x 0 I I ' 12 4 L H 0 5 SP- CO INUOUS L4x4x1/4 DECK ED SUPPORT ANGLE \�/ 7 u 1.9 � , � I � ROLL UP DIVIDER CURTAIN HU -_ I 100 ZHO 1 I FROM ROOF'FRAMING A E, REFERS4 7 TO ARCHITE(TURAL AWINGS. I __ ( I I I 12P-2 I I 1 -- - - - - -- i------------------ - - - --------- -----�-------I�------i------- - - -- -- 4--I- ---- -- { I W14x� o I I I I I I---------i---------- II It FOLDING PARTITION HUNG FROM I 1 Ln I I I I 11D Q I ' 3 I J I ii I ROOF FRAMING ABOVE, REFER TO I I 1 I I I I PIPE SUPPORTED FOLD -UP SKETBALL I I I 1 I W12 19 r 1 2 4 L H 0 5 SP-2 54.3 ( ( 11 I ARCHITECTURAL DRAWINGS. � � w BACKSTOP FROM ROOF FRAMI ii I I S4.8 J 00 I I I I I o I "' 1 A ARn\/F TvmrAI nG CIX (F,1 II u I nnrnl I O I I } I x I a �1 �rii F.ii / I ii�Yi II vrE1v II }. m ¢ W12x19 I I 1 2 4 L H 0 5 SP-2 I 100 I- o I I 6 OPEN 'J11 p _ 1 w a 54.3 i Ir� 7I I I I I I N 0 1 I z I E' III /� I I I Ilrl I I 00 w I I I m N I I w w I I ' u� I !� ii I �u I I X In W12x19 D I I `t I 24LH05SP-2 I Q n I �- - -------I--- ----- iPLATFORM CURTAIN AND RIGGING HUNG I I x _ +-_-_ _ I w I _ - - - - - - J FROM ROOF FRAMING ABOVE, REFER TO U I I ,,, Q I I 1 10 I I ii I Cr FULL SET OF CONTRACT DOCUMENTS FOR I O w W12x19 I I I o I I p z 1 I 1 W 1 6 x 3 6 I �f II I EXTENT OF ITEMS TO BE HUNG. I 2 I I z= 2 4 L H 0 5 SP-2 o o ----------1-----------------J- - - - - -- `----- - ----� !-------��------J-------------j-' �� en z ~ W14x26 x --�- -I--- F-----i-���- / t 20LH05SP-1 1 1 --- I .,T.z LL ONTINUOUS 3/8" PLATE, REFER TO 7/54.2. S4 2 I � I I(D v I I z ,�_ I 10 I z ml I mI „ I C7� I 10 I X 8 D CONTINUOUS LIGHT GAGE TRACK -�'� w (D 2 4 L H 0 5 SP-2 U 7 6 1 I 3 I II I I W12x 9 0LH05SP-1 _-_- S4.6 5416 S4.6 i 54.6 '^� li rl� 8" DEEP LIG GAGE JOIST AT16" o.c. _ I ID Q I 91L-- II ===11F_____________ c= 1 =__ 1_ r = I II 1 �_-r __ 1 C 8 x 11.5 z s BP 1 X I g a I I I S4.3 m 1 O_ I 0 -- TT--- II TT---� BP T.STEELEC m ' I I 1 I I 2 I I I \ o IIL � I o I 24LH05SP-2 I I x I w 12 05 P- I I � EDGE SUPPORT ANGLE 7_7 SUPPORT LINTEL r, I I u I I I 1 I c I W 1 2 x 1 9 d _ - CONTINUOUS L4x4x1 4 DECK x x BOTTOM F LINTE I ELEVATION = 10--0". x I(D o \11 N I IIAys i- 1° N bo I S4.7 S4.7 p � Q _ N II I �1 m <, p� �v ONT OUS L4x4x1/4 DC W 14 x 2 2 14 x 2 6 XUB 2 2 I I CONNECTIEAST ENIQ OF LINTEL TO STEEL COLUMN. F 7 1 r' I 1 Co U •-+ �6�Q 1�, - - - - - - ( II I I I I I I , HP-7 I N n I f1� n Go I Ln I ; UPPOR"r ANGLE �n UB -- -- - -- -- ------ -L_- -- n 11 BP L-2 o I 18x35 20LH05SP-1 _-_-_- --li- - -- - : _-- -> - - - _ W 14x2 ----- - - - - -- - - - - -- --_.TYP L PIPE PE ETRATI , SEE T PICAL DE IL, ----------- - - - _ =-- - -- - - - I z oI r�I i I COOR NATE THMEC ANICAL RAWING . W21x50 W21x50 W21x50 W21x50 7" 3'-2" 5'-8" 5'-8" 4'-611 4'-6" - - 6'-211 5'-911 5'-911 5'-911 5'-1011 5'-6" 5'-711 5'-611 5'- 5'-9" 5'-9" X 5'-9" 4'-3" "' W12x19 1 z z j Xm2 0 L H 0 5 SP-1Ln Ln Ln Ln �D - _ 10x1 rn m v �7 / 1 I f ` f 54.6 H B �c Y o Y Ln Y Y` N H B r- �I N N oxo N N c� x x 1 O Lu I 12 4 L H 0 5 SP- I mo' CO UOUS L4 4x3/8 SHEL ANGLE X r- - � o Q CO TINUOUS L4x4x1 DECK 1 x L4x3x1 4 -, r1 r+ REF R TO MI G SECTION 2 S4.7. ' -, CS 11. C8x11.5 C8x11.5 C8x11.5 W12x26 x Y I m Y Y �J o rn rn rn3: A o Imo- 100 t EDmC�E SUPPORT ANGLmf} 1 ------ ,n +-� /-� I> = I I -, 1 I 20LH05SP-1 1 N 1° CUT AN EMO E HOR ONTAL J IST BRID NG AFT R �`' / x C8x1 . C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C 11.5 0 I a Q =I =I = I I I I -, O x /-n .-, r 1 ri I- w -i �y x 0 00 ERECTION, HIS OCATI N ONLY. REFER T SECTION /S4.2. � � � Q oo � J � x x x Q N x x � Q r�� °�° Q I I 12 4 L H 0 5 SP-1 I I � i I r' W I� N - - - - - - - - - - - ---- _ HB _ L4x3x1/4 Q 1-1 N U z -1 oa 1 Q e-+ >' X I %WX19 I �If t � 11! �If I 120LH05SP-1 I 8 - - rn n O � C8 11.5 C8x1 5 C8x11.5 C8x11.5 ( W WAys X �D I / B - - - AC-2 DOA -1 AO s'6 N a -+ I EF-4 54.2 ys " x tli AC-1 C8x11.5 C 11.5 C8x11.5 Q MAX OPERATIN o I I m m `�'� x� i UB S G N rn C8x11.5 C8x11 S C8x11.5 C8x11. w W12x19 0 CO / 6 x 3 / 1 - - - - - �- X MAX OPER TING Q m MAX OP RATI a-1 N . 30 X Ug o W10 WEIGHT =1750 LBS WEIGHT = 0 LBS - WEI HT = 6500 - - - - f f ` W 1 8 x 5 0 - - _ - - _ - - _ -_ -\ - - - G Q > w Q > (6") - - -.k (-s W 4 x 2 6 I I 1 0 r - - - - - W14x26 x1 U �W1Lr)4x26 1n rn Q I I /I7. L�xlr \ 4 i RD 1 0 1RD _D W 16x31 (-6 z" W 16x45 W 16x45 �n -J (71/a") W 16x 5 0 "' I -i � Q - - - f._ -� 0 y X X N 31 -- ---- - -- -- -- - HP-5 „ „ „ x I- 1 0 IRD m x x x I O N 1 I W14x22 N o RD I a 5 -11 4'-6" 5'-6 3 4- 6 -2 6 -6 -I LL' x L4x3x1/4 L4x3x1/4 o 0 0 '1 1= ,w UE3 - - - - Ln J Q " �' �' �' C8x11.5 C8x11.5 C8x11.5 8x11.5 �V r m 6 -5 H P-3 rn rn DOAS-2 5 C9x15 GALVANIZED _ LL' _ m m N N N (D J C8x11.5 C8x11.5 C8x11 C8x11.5 g 2" EXPANSION -' JAMB EACH SIDE OF HB - zZ O 61 ( I L4x3x1 4 L4x3x1 4 rH ,� ,� i 54.3 JOINT 100 _l / / N N N MAX OP ATIN � J z O I I � � WEIGHT 6500 LB X MASONRY OPENING. Ln Ln Ln Ln U� Q Ln Ln `� `� `� n AC-3 ( I \/ I) Q r i'I � r- N N N N 16 x 3 6 93 ") W 16 x 3 6 _-_-_ _- -_ �t W 1 2 x 1 9 m X Y Y Y �C O Lu Y Y H B Q. I'- /\ N C U -1 C. U'2 L- J m c-i c-I .-I c-I -� '�- N N N - --- cv) O lD lD tD lD F- U Lu tD LD E - - p = I al Ol w 11 1 0 I „ �- LA 1 RD A 3-4 1-0 N N N - ----- N r1 i rI Q L.L `� m X x x °- I- x x x vv1 2 x 1 9 4 11J o a �I Q w C8x1 x11 5N C8x11.5 C x11.5 O UB L3x3x1/4 FRAME TYP CAL - 54.6 -� --- -- Q-�-c -- - '�' Q z` N 51/2" �X� (� Q w c��1 ------ ---i- -- - --- -- --m r j r,l I CON IN US LA 4x1 C 8 °° U Q L4x3x1/4 x QI � � a w - - - KEF-1 �� N Q L4x3x1/4 Q o UB -� `" -' CO TINU US L4x4 /4 DECK 5 1/2" g ---- -- -- -- -- - X� _ EF-4 („ MQ I EDGESU OI AN LE 36 - - - - -- - Jd1T7 4 x - - - x- - W 1 6 x 3 1 J C° (-7 1/z") W 1 6 x 3 1 A' W 10 15 - - - - - - I 0 RD7$P MAU-1 ,� 0 W10x15 o'S.S 3 `D `X U B + JQ -I - - - - - � 37 m CONTINUOUS L4x4x1/4 DECK - - - �`' I UB I o b u,Ln EDGE SUPPORT ANGLE 1 38 - - C9x15 GALVANIZED JA B EACH - - - - - - - - - - - - -x= - - - - - -- - - - - -- ` x_ FX=- 1/z") W 2 7 x 8 4 (+1'-3 /z SIDE OF MASONRY OPE ING. gUg CONTIN OUS3x3x /4 DECKIS4.6 54.6 S4.6 2 4 ------ -- -- -- - EDGE SUPPORT BE T PLATE KEYPLAN A B C L 16-0" L 18'-811 D IC 28'-011 T L Q L 28'-011 L28'-011 iDIN 54.6 I S4.4 GALVANIZED STEEL LINTEL ATI MASONRY VENEER, TYPICAL FIB _ ___ I _ -��10" WHERE INDICATED AS "L.", R FER TO STEEL LINTEL m (.D SL SOD P ROOF 0n SCHEDULE" ON STRUCTURAL RAWING S4.OA FOR SIZE. Y LD V) (.D 00 N ID TI �,r, I I OIY-i N O I O > Y O o- to a to O I I I N N I UB - --- - -- --- UB-- --- _8 I S4.4 LD m W16x36 W16x31 I 43 ----------------L_-_------ I I CONTINUOUS L4x4x1/4 DECK 1 5 -� :4-- - - - - - - - ---------I---------�------ - --t---------- I I EDGE SUPPORT ANGLE I S4.4 1 1 CONTINUOUS HORIZONTAL STEEL CLERESTORY' i 1 I I 54.6 SUPPOORT GIRTS. REFER TO FRAMING SECTIONS. I I I CON INUOUS L5x5x3/8 + L4x4x3/8 DECK EDGE; I SUPPORT I ANGLE ASSEMBLY WELDED TO JOISTIEND. I I 1 15'-611 1 28'-011 ' n!1 -11 I fin, n" -1A1 111 I I )AI nil SECOND FLOOR FRAMING AND LOW ROOF PLAN - WEST 1/811 = 1'-011 HB IF' 1 1/2" DEEP, 18 C AGE, GAL ANIZED W IDE RIB CELLULAR 0" OUSTICA STEEL RO F DECK W TH 20 GAGE CONTINU US FLAT P NEL BOTT DM SHEET TYPI CAL WHER NOTED A © = _I CD (D HB- - - - - - - - - - - - - - 11 4 X d d ct ,4Y d N X II o 0 0 0 0 0 ?] N N N N UB -N --N-- --N - _ '-10' 1, 15'-411 x I AT ALL RC OF DRAINS RD). i N I EDGESU PO GLE - S4.3 SEE DETA L 7/S4.OB. I AOs� Ln Ln 1 Ln z 51/211 5 /2 � QO�`J I -5 1/2" RD 0 I Ln 1 0 Ln o I � W1015 �E'- - --- E- `2x2x1/4 3�� HB -- -- �� W10x15 3 '� 0 11 1 -i -i z z m o ,S +�Q 12x19 TIN US L4x4x: /4 DECK z bops 6� EGA CONTI U BRACE US HORIZ NTAL BRID ING ( ) -5 1/2 LOPED EOD AT ROOF. c0�i� J QO �, 'n S4. �, � ALJ � E tEG T ANG E X "' W 14 x 2 6 I I TYPI AL HERE SHOIVN. SIZE AND SPACI G TYP. EA([H SIDE I ED BY JOI MANUFA TURER. (+V-317z") I W30x90 )S4.4 Ln NJ10x15/z 6 l-- /ASEQUI HB UB CONTINUOUS 3x3x j14 DECK i BRACKET LOW - - - E 3 -- - - - - - 3 - - - - - - - - - EDGE SUP - - ORT BE - - PLATE W14x26 I d a a a l CL S4.10 0 I N In 1n m N N N _ _ 1�E0 _ AT � I = _ 0 °° _ 0 I = NHB " IGALVA -SL PE OOF I -� � � w J J j-' _' 11/2 DEEP, 18 GAG ]ZED Vj IDE RIB RDI 0 1 Ln I'D I It N( N � O CELLULAR COUSTI LSTEE ROOF DE K x Ix N N - - N --- '�E N �--- -HB - - ?� TYPICAL WHE NOTED AS D ((-�- 1-- N O X 7 I� I L1 1/2 1 1/2x1/4 IAGONAL C OSS BRIDGING, I I ( W1Ox15 BRACKET LOW I I 54.4 I TYPICA LAT HORIZONTAL BRID 3ING ENDS. 5-HB UB UB I - - - - - - - - - - S4.10 Y Y ]C Y Y I Y Y I 1 I O O O 01 T O 10 O W21x48 W14x22 N N N X I 6 W 1 2 x 2 6 I 1 5 I CONTIINUOUS L4x4x1/4 DECK I r 54.4 8 I 3 EDGE SUPPORT ANGLE I S4.12 _ L - CANTIL. W12x2 (+s�10"1 W 1 2 2 6- (+s'- ") 12x - -CA TIL. J I S4.6 1 ( S4.3 I 1 fV X> 4 W12x26 CANTIL. I I ' I I ( ( I ( I mIN ( ( I \ L5x5x5/16 HUNG MASONRY NV) SUPPORT LINTEL CONTINUOUS L5x5x /8 + L4x4x3/8 DECK EDGE 5 I 1 ") 1 1 2 - C NTINUOUS HORIZO TAL SIfEEL CLERESTORY SUPPORT 1 I SUPPORT ANGLE SSEMBLY WELDED TO JOIST E1ND. I 1 1 G RTS, CONNECT TO HSS OU+IGGERS AT EACH COLUMN. I 911 I 54.12 I I I w o S4.12 I 54.12 REFER TO FRAMING SECTIONS 1/S4.4 AND 2/S4.4. I I 18'-0" 1 21'-611 I 12'-211 I I 35'-3" 1 21'-411 I L 15'-41' I `J 14'-4" 33'-3 1/2" 14'-0 1/2" 7'-011 1 10'-6" I 8'- ' 10'-611 77'-0" 1 54.10 � N I CONTINUOUS HORIZONTAL STEEL CLERESTORY SUPPORT GIRTS, CONNECT TO HSS OUTRIGGERS AT EACH COLUMN. REFER TO FRAMING SECTIONS. REVISIONS CONFORMED SET MARCH 22, 2019 l�TATr 1"f 1"f /1 Irl�T AIl� J 1/i 1 C I-'I(VJCIr I IVV. 132-0089 N PHASE 2 OF 5 I BARD AND OMPANY STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 1�ee,QF C O N AI s✓i MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE PARTIAL SECOND FLOOR AND LOW ROOF FRAMING PLAN - WEST DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects S293 HIGH ROOF FRAMING PLAN NOTES 1. TOP OF HIGH ROOF STEEL FRAMING ELEVATION = 27'-4", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 27'-4". TOP OF HIGH ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = Y-0". REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 2. ALL STEEL BEAMS ARE TO BE EVENLY SPACED BETWEEN COLUMN CENTRLINES UNLESS DIMENSIONED OTHERWISE ON FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. 3. REFER TO STRUCTURAL DRAWING S4.OA AND S4.OB FOR TYPICAL FRAMING DETAILS AND SCHEDULES. 4. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL ROOFTOP EQUIPMENT AND ROOF OPENINGS. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, AND MECHANICAL EQUIPMENT SUPPORTS WITH THE ACTUAL EQUIPMENTTO BE SUPPLIED. THE CONTRACTOR SHALL VERIFY THE WEIGHT OF ALL MECHANICAL ROOFTOP UNITS INCLUDING DING SUPPORT CURBS WITH THAT AC NOTED ON THE STRUCTURAL FRAMING PLAN. TYPICAL STEEL SUPPORT FRAMES SHALL BE PROVIDED AT ALL ROOF OPENINGS. 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, MATERIALS, AND DIMENSIONS BEFORE COMPLETING PRICING, ORDERING, FABRICATING, AND/OR ASSEMBLING ANY AND ALL PARTS OF THE WORK INCLUDED IN THE CONTRACT DOCUMENTS. 6. REFER TO STRUCTURAL DRAWING S6.3 FOR COLD FORMED TRUSS ELEVATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 7. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. o NORTH - S2.4 o SOUTH - S2.4 c-i cn CV In Ln 1 S4.5 11'-7 1/4" 8, �� INDICATES SPAN DIRECTION OF STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN AND PROJECT SPECIFICATIONS FOR TYPE, GAGE, AND ATTACHMENT REQUIREMENTS. �A 1 1/2" DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE W © 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE'B' © 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK WITH CONTINUOUS, 20 GAGE, GALVANIZED FLAT PANEL BOTTOM SHEET. QD 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE 'BA' EO 3" DEEP, 18 GAGE, GALVANIZED ACOUSTICAL STEEL ROOF DECK, TYPE'NA' FQ 3" DEEP, 18 GAGE, GALVANIZED STEEL ROOF DECK, TYPE'N' 9. INDICATES AREA OF OVER -FRAMED COLD FORMED METAL ROOF TRUSSES AT 48" ox. MAXIMUM. REFER TO STRUCTURAL DRAWING S6.3 FOR COLD FORMED STEELTRUSS ELEVATIONS AND NOTES. 10. ALL DIMENSIONS NOTED AS'A' SHALL BE COORDINATED BY THE CONTRACTOR PRIOR TO FABRICATION WITH ARCHITECTURAL AND/OR MECHANICAL DRAWINGS ALONG WITH DIMENSIONS AND DETAILS PROVIDED BY THE MANUFACTURER OF THE ROOF HATCH OR ROOFTOP UNITS TO BE PROVIDED. 11. THE CONTRACTOR SHALL COORDINATE THE LOCATIONS AND DIMENSIONS OF ALL ANGLE FRAMES AT ROOF PENETRATIONS AND ROOF DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TO FABRICATION. REFER TO TYPICAL DETAILS 7/S4.OB AND 8/S4.OB FOR ADDITIONAL INFORMATION. GG KK M M 10'-8" 8'-2 3/4" 9'-11 1/4" L 21'-6" I ' W 1 x46 I� TRUSS T-3 B W10x15 AT 48" ox. J51-111 15'-5' I z . SI 7PF ! O Ln X X X U Q LL A v c_, �I I o >'0 Vv_L 1D ;;; �y o I � N X �y T USS T-5 I I AT 48" ox. W 18x40 M mr W10Lu x151`"- m Q RD +� 1,D m (.0 CO cn Q �T N rl M w o 0 1 x X w 1714 1- W10x15 o B Q = Q x3/8 a Ox15 v 1i1 O �I oo M U m (D 0 N 15'-1" mil a - Dooms �( ! W x15w Lu d w T i U'1 _ lD G Q N i q d < to J N 00 \ r, O z M 1 TRUSS 1 U U r� T4B m ;W10x1_0 X I 1 �n IN IITRUSS N 1 4-­`"""i T 4B I x X om ap ---_ IW10x15 H P-4 M X P-6 MAX 0 RATING ) WEIGH = 1146 LBS11 (v x X } O ID U U "lot d x x W1Ox14- ?: cal i 1 I m d- d• H P-2 1 S MAX ERATING 1 S4.5 I 4:12 RD a WEIGF T= 639 LBS W18x35 - - - - - ----- ---------------- I F� 10 15 2 Q �W12x1 1 1 1/2" DEEP 20 GAGE GALVANIZED _ _ _ _ _ _ _ _ _ _ _ _ 1 -STEEL ROOF DECK TYPICAL AT TRUSS ENDS, REFER TO SECTION 1/S4.5. I A o W 1 2 x 1 9 n .fJ _ It-13/4" d �� N 10'-714" 5'-9" 0 o I x < un d �- S< 9 v1 cn 412 SS T-5 �, S4.5 w AT 48" D.C. PROVIDF STIFFFNFD Q m u'I_. m A � SEATED CONNECTION A i AT FACE OF COLUMN N f D a0 I f } f ------ ----------- -- - wr*x6 ' A I TRUSS T-4A j 5 I x TRUSS T-4A 1 CONTINUOUS 20 GAGE COLD Sv�Siivl. FORMED STEEL TRACK ATTACHED I W 16 x 2 6 TO TRUSS ENDS, TYPICAL. I _ ID 3 1 I S2.6 1 TRUSSIT-3 AT 48" o.c. I 1---------- I __ NORTH - S2.4 111111110 SOUTH I 1 Lu z '� Q U ( I < p Q a LL- o x I `" L � O i0 I lJ z c-i I (Dw� I m = I 1 1/2" DEEP 20 GAGE GALVANIZED 4 °; STEEL ROOF DECK TYPICAL AT TRUSS "' "' Q I ENDS, REFER TO SECTION 1/54.5. - (� i S4.5 W 18x50 15 5 I CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TRUSS T-3 TO TRUSS ENDS, TYPICAL. AT 48" o.c. o d- I ' x W I � I � I I W 18x46 + I I Lu dN yl I o1 N TRUSS T-5 I I ss AT 1 IFL :1. vN) -., ,; �L9 A O � N r 4 I -i x c-I I 7 V16x40 SLO 1 1 4:12 V12x19 1 A 1 TRUSSIT-3 I AT 48" o c 1 A OP O m � � �sT 1 1° W12x19 m I o Ln ; 1 CONTINUOUS X x 15' S" I EF-51 _ rl PERIMETER BENT PLATE -' CONTINUOUS PERIMETER I I x 11 © 15� -5 � o x BENT PLATE I HSS8(v)x4x 16 E BEAM, SEE W 1 2 x 1 9 I HSS6x4 V x3/8+L3x3x1/4 V) _ = HSS6x4(V)x3/8+L3x3x1/4 1 1/54.11. TY [CA L F TWO (2). ,,, o o T/STEEL ELEV. = 26'-5 1/2" T/STEEL ELEV. = 26'-5 1/2" HSS 4 x 4 x 3/8 OUTRIGGER, 2 -_I ' SS_-_-_---_ H4 4 3/8 OUTR - "t { 16 ,2£ x WIGGER, 10 x 1 5 f 1{6 3'f r - - - SHOP WELD TO COLUMN - AND GRIND SMOOTH x x l`' I I y SHOP WELD TO COLUMN 1 - i z �� 46 i 1 z I'- �ayJ?rx6X� w L3x3x1/4 ANGLE SLOPEDAND 29 GRIND SMOOTH w iot z �ti ;< , m fi� / w m /7�HSS12x6x5/16 HSS4x4x1A POST UP ' L6x6x1 2 HIGH I .,ti,wzI im ,� ,� -., �D m `, z 0 m I o m wmI WITH TOP OF CLERESTORY L3x3x1/4 ANGLE SLOPED 10 �,�" m •�-` E -� "-f N 1O I EACH SIDE. Q _ `PA WITH TOP OF CLERESTORY LI ;HSS8x6 R �' HSS8 `` �HSS8x6+IL ; I HSS8x6x3/8+E RIDGE ( r I`AHSS8x6+R r' x6+R � r' HSS8x6+R IJ o N - � O OAT , EACH SIDE. r 0 1 r, I x x d Cj rI 1 I TYPICAL SEE DETAIL li I x x It I o r, I HSS6(V)x4x3/8 OUTRIGGER N rl = Q0 rl J I.D r, 1 HSS6(V)x4x3/8 OUTRIGGER I N I r, N N I r, -, N -I .. N TVP. rl H c� o r! I G v7 rl S2.6 N rl 1 N I i -� WITH (2) L3x3x1/4 HANGERS n1 WITH (2) L3x3x1/4 HANGERS cn cn cn cn cn V) cn cn ) I S2.6 I �, in nP.N cn cn v> � 3 x x x x HSS 4 x 4 x 3�UTRIGGER , I I= _ _ _ _ HSS12x6x5/16 _ _ _ = I SS12x&5/16 _ _ _ _. 1 = _ I _ _ HSS12x6x5/16 ------- 3 33 ----- ---4� ----- -_ x SHOP WELD TO COLUMN V) v AND GRIND SMOOTH 6sc4 / tE �T/2-'fly - - �x4 /2-Tt� - - - - - - - - rt6 9V2-TIE- HSS 4 4 3/8 OUTRIGGER, SHOP WELD _ = x x HSS6x4(V)x3/8+L3x3x1/4 I I TO COLUMN AND GRIND SMOOTH T/STEEL ELEV. - 26'-5 1/2" �� i �� HSS6x4(V)x3/8+ 3x3x1/4 I �� I HSS6x4(V)x /' +L3x3x1/4 � 1, c7�O I c��O T/STEEL ELEV. = 26'-5 1/2" I c7 cA I I T/STEEL EL V. = 26'-5 1/2" A?1 HSS6x4(V)x3/8+L3x3x1/4 T/STEEL ELEV. = 26-5 1/2" CONTINUOUS I I 1 tisi6. PERIMETER BE PLATE S4.11 CLIPITOP OF POST 01 SIDEI OF HSS12x4 BE Nf I 2 I I I I I I II II I 1 I 1 t I I i I II I II I I I � I I I I i I I I I I I I I I I II II I I 1 I I I I I I I I I I I I I i I I I 1 I II II I 1 I I ( I vNi N I i I I I I ' I I II uj �= I 0 I I II II I i I I 1, 5 -1 18 -6 3/4 I 10 -7 1/4 I 21-2 8 -2 1/2 I I -191 n❑ i 9 Al A -, /All i I -,-71 C D 1A HIGH ROOF FRAMING PLAN - SOUTH 1/8" = 1'-0" 2 S2.4 ALTERNATE DESIGN OPTION NO. 1 S2.7 I r--- ------- ------ 1 I 1 I 1 1 I 1 1 1 � I 1 1 I 1 1 t I 1 I I 1 i 1 I 1 i I 1 1 1 I 1 I 1 I 1 I 1 I 1 1 I I I1 1 II 1 i 1 1 I 1 I 1 I 1 1 1 1 1 I 1 � I 1 1 I 1 I I 1 1 I I 1 1 I 1 I 1 1 1 1 I ------------ i� CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. 0 N 1 1/2" DEEP 20 GAGE GALVANIZED STEEL ROOF DECK TYPICAL AT TRUSS ENDS, REFER TO SECTION 1/S4.5. - NORTH - S2.4 SOUTH - S2.4 m N REVISIONS (D CONFORMED SET PROJECT MARCH 22, 2019 NORTH K MM PP TT UU NORTH I 9'-111/4" 7'-9" 22'-9" 6'-10" ;_ T- I I I I I I I I L- - - - - - - - - -------I---------------------- I- -�-- WEST SOUTH 1 I I I I ( 1 1 I I I I I 1 I � KEYPLAN I I I I I ( 1 S II A I t PKUJtC i NU. I I I I I I 132-0089 N PHASE 2 OF 5 I I i I 1 �MED COLD FORMER STEEL ROOF BE OW, REFER TO 1 R FRAMING PLAN Af�D ADDITIONAL INFORMATION. I I 1 ORC OM N, REFER TO ROOF FRAMING OPLAN ANDOADDITION,ATLOINFORMATION. I I I i I i O n I I I I ( PROVIDE STIFFENED SEAT D CONNECTION AT FACE OF COLUMN ' CANTI L. -- 12x26 W12x26-� -- - - -- --BP Ir�o ; O I- O 000 C> 00 00 � I I N 1 /) c-I X I N IN n 00 - X 7U' d I cn N N NQ z � `n XJ r J._ T•.r "..: I Xw /fir" sue] _, LLJ ~ w TRUSS T-16 A h �' � f '�' I a m% I 6 H w SLOPE ,.,., I a NI TRUSS T-15 �f CAN IL. W 1 2 x 1 9 ION - '�' L6x x 8 L6x4x3/8 '' � T1�/r _�a C C 5 SIM. ! L J A ` & � �+m o I 54.5 i i I !\i N a-i M 1 X X X N N N I W12x26 I N I O W 26 L.0 Ln 1 m rl TRUSS T-3 1 1�X AT 48" o.Lr c. 00 U----! ---- 7 • W10x15 Lq W 18x55 r- - - - - - ------- ---- ----- --- -I=-------..1 W10x15 \151-1" 15'-5" I a -3 x M X OPERATI G00 I W10x15 VEiGHT = 6s I LBS o i_10 1 M N M m x x x x I d � tD d- d- � ci N 0x15 I I I I I I I 30'-6" �, 9'-111/4" �, 30'-6" HIGH ROOF FRAMING PLAN - NORTH 1/8" = 1'-0" 1 S2.4 1 1/2" DEEP 20 GAGE GALVANIZED STEEL ROOF DECK TYPICAL AT TRUSS ENDS, REFER TO SECTION 1/S4.5. /- CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. 0 I RARD N AND OMPANY I_i r STRUCTURAL ENGINEERS -- - - - - - -- 9 10 WATERCHASE DRIVE ROCKY HILL, CT06067 (860) 563 - 3820 NORTH -S2.4 SOUTH (I O�Ni Q�.. 3 t5911 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL HIGH ROOF FRAMING PLAN - NORTH AND SOUTH DATE 11 /2/2018 COPYRIGHT (o) Moser Pilon Nelson Architects DWG. NO. S2*4 HIGH ROOF FRAMING PLAN NOTES 1. TOP OF HIGH ROOF STEEL FRAMING ELEVATION = 24'-1", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 27'-4". TOP OF HIGH ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION ION = U`-U". REFER TO ARCHITECTURAL URAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 2. ALL STEEL BEAMS ARE TO BE EVENLY SPACED BETWEEN COLUMN CENTRLINES UNLESS DIMENSIONED OTHERWISE ON FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. 3. REFER TO STRUCTURAL DRAWINGS S4.OA AND S4.013 FOR TYPICAL FRAMING DETAILS AND SCHEDULES. 4. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL ROOFTOP EQUIPMENT AND ROOF OPENINGS. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, AND MECHANICAL EQUIPMENT SUPPORTS WITH THE ACTUAL EQUIPMENT TO BE SUPPLIED. THE CONTRACTOR SHALL VERIFY THE WEIGHT OF ALL MECHANICAL ROOFTOP UNITS INCLUDING SUPPORT CURBS WITH THAT AS NOTED ON THE STRUCTURAL FRAMING PLAN. TYPICAL STEEL SUPPORT FRAMES SHALL BE PROVIDED AT ALL ROOF OPENINGS. 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, MATERIALS, AND DIMENSIONS BEFORE COMPLETING PRICING, ORDERING, FABRICATING, AND/OR ASSEMBLING ANY AND ALL PARTS OF THE WORK INCLUDED IN THE CONTRACT DOCUMENTS. 6. REFER TO STRUCTURAL DRAWING S0.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. 7. INDICATES SPAN DIRECTION OF STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN AND PROJECT SPECIFICATIONS FOR GAGE AND ATTACHMENT REQUIREMENTS. 1 1/2" DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE'B' © 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE'B' t� 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK WITH CONTINUOUS, 20 GAGE, GALVANIZED FLAT PANEL BOTTOM SHEET. (D) 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE'BA' EO 3" DEEP, 18 GAGE, GALVANIZED ACOUSTICAL STEEL ROOF DECK, TYPE'NA' FO 3" DEEP, 18 GAGE, GALVANIZED STEEL ROOF DECK, TYPE'N' &-T N O & ---------- & ---- - - - - - - N e--I O ul no 82'-4 3/4" 3 S4.7 m I 1 5 I I S4.7 TYPICAL CONTINUOUS L4x4x1/4 PERIMETER ANGLE AT JOIST BEARING T� ENDS, REFER TO FRAMING SECTIONS. I I 21'-6" t+111/r9 W 2 4 x 5 5 (+r-11/z") (+1-11/z') W 2 4 x 5 5 (+i'-1 1/2°) A �(+1'-1 1/z°) i W 2 4 x 5 5 (+1'-1 i/z°) t+1-11/z„) (+1,-1 1/2") u! N N N N w �.0 1 KEYPLAN N \ O Ln W24x5-_ --u- W24x55 - W24x55 + W24x55 v i II - — - — - — - — - — - - — - — - — - — - - — SS - - m — - — --- - — - — - - — - 26 • , • REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I RARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 C 0 N IV No. 15911 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE PARTIAL HIGH ROOF FRAMING _ . PLAN -WEST I I I I 1u I I I I O m m 21'-6" DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects HIGH ROOF FRAMING PLAN 1/81' = 1'-0" - WEST DWG. NO. S295 A NN BB DD JJ.9 M. QQ SS 5-1" 16'-8" 1'-10 3/4' � 10'-7 1/4" �1'-10 3/4" 19'-3 1/4" 8'-2 1/2" I I I I ( I HSS 4 x 4 x 3/8 OUTRIGGER, 7 I I I I I I 4 HSS 4 x 4 x 3/8 OUTRIGGER, SHOP WELD TO COLUMN I I SHOP WELD TO COLUMN AND GRIND SMOOTH ( 54.9 i I i i I i 54.9 AND GRIND SMOOTH _ - 27.5 - - -- - -------------------------------------- - ------ - 27.5 29 ---- 3„�-------- 3"0 - 3"0--- 3"0 3„�----------- 3 0 -- - - -N 29 N HSS6x4(V)x3/8+L3x3x1/4 HSS 6 x 4(V) x 3/8 + L 3 x 3 x 1/4 X= m T/STEEL ELEV. = 18'-1" T/STEEL ELEV. = 18'-1" m _ { 5 m ROUND HSS STEEL COLUMN, REFER J 11 + II TO COLUMN SCHEDULE FOR SIZE. + j j ! 00 w o S4.9 m w HSS 3 x 0.25 DIAGONAL BRACING, `Y) J 6 0 x J i �I �,' HSS 4 x 0.25 DIAGONAL BRACING, x w S4.9 TYPICAL WHERE NOTED 3" �. REFER TO - > uj U-1 ' TYPICAL WHERE NOTED 4 0. REFER TO �r FRAMING SECTIONS FOR FULL EXTENT. FRAMING SECTIONS FOR FULL EXTENT. HSS 6 x 4(V) x 3/8 + L 3 x 3 x 1/4 HSS 6 x 4(V) x 3/8 + L 3 x 3 x 1/4 N - o = T/STEEL ELEV. = 18'-1" T/STEEL ELEV. = 18'-1" = 3 - 33 --- = 3110 ------- 3110 _ 3 0--- 3 0 3110 ------------- 3110 --- S4_11 33 -- - - - - - HSS 4x4x3/8OUTRIGGER, S56x4x3/8+L31x3x1/4 I HSS 6x4x3/8+L3x3x1A SHOP WELD TO COLUMN 0 00 /STEEL ELEV. = 23'2 1/2" 00 00 I T/STEEL ELEV. = 23 2 1/2" rn M m m m m HSS 4 x 4 x 3/8 OUTRIGGER, AND GRIND SMOOTH I II N I N I * Ln �I L I �I N � N I SHOP WELD TO COLUMN I 7 1D a `O a 2 `° a `O a 1 1 tD a 1D a AND GRIND SMOOTH 54.9 = CIO 54.11 = = S4.11 54.9 = _ I i n i n i n I i u I i n i n i u I 5 -4 31/128 4'-5" 20 -7 2 10 81/1 8 20 -7 4 -5 5 -4 5/8 21'-9" 1 14'-4 3/4" 27'-5 3/4" - --1. IL RIDGE CUT OUT TOP FACE 3" 3" OF HSS WALL & R L4x4x5/16 ANGLE CUT TO FIT INSIDE OF HSS TUBE 12 4 TYP. FRAMING NOTE: ALL EXPOSED STEEL IN THE EAST LOBBY SPACE SHALL BE ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS). REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR FINISH REQUIREMENTS. 0 1 1/2" DEEP 20 GAGE GALVANIZED STEEL ROOF DECK TYPICAL AT TRUSS ENDS, REFER TO SECTION 2/S4.1. N c-I m EAST LOBBY CLERESTORY SUPPORT FRAMING PLAN 2 3/16" = 1'-0" S2.6 GG �- - 4 1/2" LONG x 3/8 THICK SHEAR PLATE. PROVIDE (2) 3/4" DIA. BOLTED CONNECTION. N \ �, 12 �4 HSS 8x6(V)X3/8 RIDGE BEAM WITH 1/4" CONTINUOUS BENT PLATE MATCHING ROOF SLOPES. HSS 12x10(V)x5/16 BENT, REFER TO FRAMING PLAN. SECTION r5 1 1/2" = 1'-0" S2.6 5 S2.6 HSS 12x10(V)x5/16 BENT, REFER TO FRAMING PLAN. ( i CUT OUT TOP FACE OF HSS I I I 4 1/2" LONG x 3/8 THICK SHEAR WALL AND RIDGE PLATE. I I I PLATE. PROVIDE (2) 3/4" DIA. 6" 5" I 3" 1 1/2" BOLTED CONNECTION. 1/2" COPE I I I w ----- m n) I , ( I I I I -- --- --------- k HSS 8x6(V)X3/8 RIDGE BEAM WITH 1/4" CONTINUOUS BENT PLATE MATCHING ROOF SLOPES. I I I I I u I PLAN DETAIL H 1 1/2" = 1'-0" 52.6 L4x3x5/16 STEEL ANGLE CUT TO FIT INSIDE OF HSS TUBE. ELEVATOR SHAFT CAP FRAMING PLAN 1/4" = 1'-0" 1 1/2" 3" 5" HSS 12"x10(V)x5/16 BENT, REFER TO FRAMING PLAN. SEAT CONNECTION MADE FROM W7412 CUT TO SLOPE OF HSS BENT WITH 3/8" THICK PLATE. i 7" = - � m 0 m CUT OUT EXTERIOR FACE OF HSS WALL 1/2" COPE SECTION r4 1 1/2" = 1'-0" S2.6 EAST LOBBYINTERIOR CUT TUBE TO RADIUS ON INTERIOR ( '� SIDE, MAINTAIN 1/2" CLEAR TO I COLUMN FACE. HSS 12(V)x6x5/16 BEAM, 6" 4" REFER TO FRAMING PLAN. TYP. I I ( I CUT OUT EXTERIOR 8" 3" 1 1/2" 4 FACE OF HSS WALL I 4 1/2" 52.6 HSS 10x0.5 STEEL COLUMN, REFER TO FRAMING PLAN. PLAN DETAIL 1 1/2" = 1'-011 S2.6 STEEL ROOF FRAMING BELOW, REFER TO HIGH ROOF FRAMING PLAN FOR SIZE AND LAYOUT. 4 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 2", 16 GAGE, COMPOSITE STEEL DECK. PROVIDE CONTINUOUS CELL CLOSURE STRIP AND BENT PLATE POUR STOP, TYPICAL. CONTINUOUS 4" WIDE x 1/4" THICK STEEL PLATE AT EACH SIDE OF ELEVATOR SHAFT. ANCHOR SHAFT TO TOP OF MASONRY WALL WITH 1/2" DIA. x 4" LONG HEADED STUD AT 24" ox. WELDED TO UNDERSIDE OF PLATE. 4 1/2" LONG x 3/8" SHEAR PLATE CENTERED ON COLUMN. PROVIDE (3) 3/4" DIA. BOLTED CONNECTION. L4x3x5/16 STEEL ANGLE CUT TO FIT INSIDE OF HSS TUBE. - HSS 12(V)x6x5/16 BEAM, REFER TO FRAMING PLAN. - HSS 10x0.5 STEEL COLUMN, REFER TO FRAMING PLAN. L4x3x5/16 STEEL ANGLE CUT TO FIT INSIDE OF HSS TUBE. 4 1/2" LONG x 3/8" SHEAR PLATE CENTERED ON COLUMN. PROVIDE (3) 3/4" DIA. BOLTED CONNECTION. 3 S2.6 REVISIONS \ CONFORMED SET J AA.3 KK UU MARCH 22, 2019 11'-2 3/4" 30'-6" 47'-3 1/4" 1 1 1 CONTINUOUS 20 GAGE COLD I S4.1 1 1/2" DEEP 20 GAGE GALVANIZED FORMED STEEL TRACK ATTACHED I STEEL ROOF DECK TYPICAL AT TRUSS TO TRUSS ENDS, TYPICAL. ENDS, REFER TO SECTION 1/S4.1. I i _ I 6" COLD FORMED METAL FRAMED o BEARING WALL, TYPICAL AT PERIMETER. 1 1/2'-'DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK w I TYPICAL WHERE NOTED AS QA PROVIDE X-BRACE (BF) MADE FROM LIGHT T GAGE STRAPS FASTENED TO METAL STUD J WALL FRAMING. TYPICAL WHERE SHOWN. BF I BF - - - 10" LGMF RAFTER A 24" o.c.) TF T TF A I 6" COLD FORMED METAL FRAMED BEARING WALL. I 1 1/2" DEEP 20 GAGE GALVANIZED STEEL ROOF DECK TYPICAL AT TRUSS ENDS, REFER TO SECTION 2/S4.1. 0 u- m _ N c-i 2 m BF - I 1= BF 2 a 10" LGMF RAFTER AT 24" o.c. '' m i u- 2 54.1 LL � A < I A o 6" COLD FORMED METAL o FRAMED BEARING WALL. BF BFJ. r- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - A I 5 4 (L4.1 3 54.1 I 10" LGMF RAFTER AT 24" ox. I 6 1 1/2" DEEP 20 GAGE GALVANIZED STEEL ROOF DECK TYPICAL AT TRUSS _ BF I 54.1 ENDS, REFER TO SECTION 3/S4.1. r-------------------- -_ �. -__ ----------_..I. 3 S4.2 LOW ROOF FRAMING PLAN - NORTH 1' 1/8" = 1'-01' S2.6 LOW ROOF FRAMING PLAN NOTES I. COLD FORMED METAL FRAMED BEARING WALLS ARE ANCHORED TO AND SUPPORTED BY THE SECOND FLOOR CONCRETE SLAB ON DECK, TOP OF SLAB ELEVATION = 14'-0". REFER TO SECOND FLOOR FRAMING PLAN - NORTH 1/S2.2 FOR SECOND FLOOR FRAMING PLAN. REFER TO FRAMING SECTIONS INDICATED AND ARCHITECTURAL DRAWINGS FOR ROOF FRAMING ELEVATIONS AND WORKING POINT LOCATIONS. 2. REFER TO STRUCTURAL DRAWING S4.OA AND S4.013 FOR TYPICAL FRAMING DETAILS AND SCHEDULES. 3. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL ROOFTOP EQUIPMENT AND ROOF OPENINGS. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, AND MECHANICAL EQUIPMENT SUPPORTS WITH THE ACTUAL EQUIPMENT TO BE SUPPLIED. THE CONTRACTOR SHALL VERIFY THE WEIGHT OF ALL MECHANICAL ROOFTOP UNITS INCLUDING SUPPORT CURBS WITH THAT AS NOTED ON THE STRUCTURAL FRAMING PLAN. TYPICAL STEEL SUPPORT FRAMES SHALL BE PROVIDED AT ALL ROOF OPENINGS. 4. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, MATERIALS, AND DIMENSIONS BEFORE COMPLETING PRICING, ORDERING, FABRICATING, AND/OR ASSEMBLING ANY AND ALL PARTS OF THE WORK INCLUDED IN THE CONTRACT DOCUMENTS. 5. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. 6. INDICATES SPAN DIRECTION OF STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN, SCHEDULE, AND PROJECT SPECIFICATIONS FOR GAGE AND ATTACHMENT REQUIREMENTS. Q 1 1/2" DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE'B' 7. THIS FRAMING PLAN IS INTENDED FOR THE BASE BID PROJECT ONLY. REFER TO STRUCTURAL DRAWING S2.7 FOR SECOND FLOOR FRAMING AND HIGH ROOF FRAMING PLANS AS PART OF THE ADDITIONAL CLASSROOM ALTERNATE, ALTERNATE DESIGN OPTION NO. 1. PP I Iq III STEEL FRAMING, REFER TO II FRAMING PLAN FOR SIZE. •II III 3 _ = - I � m 4 0 - - - - - - - - - - - - - - 5 STEEL COLUMN, REFER TO FRAMING PLANS AND COLUMN SCHEDULE FOR SIZE AND LOCATION. 7" x 1/2" x 12" BEARING PLATE BOLTED V TO BEAM AND COLUMN CAP PLATE, REFER TO SECTION 5/S4.1. I PP PLAN DETAIL 1" = 1'-0" S2.6 STEEL FRAMING, REFER TO FRAMING PLAN S2.2 FOR SIZE. 1" THICK STEEL CAP PLATE, REFI TYPICAL COLUMN SPLICE DETAI BOX OUT PORTION OF FLOOR S AS DIMENSIONED PRIOR TO SLR PLACEMENT TO ALLOW FUTURE INSTALLATION OF STEEL COLLIN PLAN DETAIL F 3/4" = 1'-011 �-6 STEEL FRAMING, REFER TO FRAMING PLAN S2.2 FOR SIZE. PROVIDE (4) 13/16" DIA. HOLES, LOCATED AS SHOWN, IN TOP FLANGE OF BEAM TO RECEIVE FUTURE STEEL COLUMN. STEEL FRAMING, REFER TO FRAMING PLAN S2.2 FOR SIZE. I I III PROVIDE (4) 13/16" DIA. HOLES, LOCATED II I AS SHOWN, IN TOP FLANGE OF BEAM TO RECEIVE FUTURE STEEL COLUMN. m -- II I ,i, BOX OUT PORTION OF FLOOR SLAB AS DIMENSIONED PRIOR TO SLAB �I � BOX OUT PORTION OF FLOOR SLAB PLACEMENT TO ALLOW FUTURE AS DIMENSIONED PRIOR TO SLAB INSTALLATION OF STEEL COLUMN. PLACEMENT TO ALLOW FUTURE INSTALLATION OF STEEL COLUMN. 2 3 4" 2 3/4" 6 1/2"[6 1/2" PLAN DETAIL B 3/4" = 1'-0" S2.6 STEEL FRAMING, REFER TO FRAMING PLAN S2.2 FOR SIZE. 1" THICK STEEL CAP PLATE, REFER TO ' TYPICAL COLUMN SPLICE DETAIL. i r 3 Ln I -=3 G�Lr' 0 Lu \ r BOX OUT PORTION OF FLOOR SLAB AS DIMENSIONED PRIOR TO SLAB 4 3/4" 4 3/4" PLACEMENT TO ALLOW FUTURE 6 1/2" INSTALLATION OF STEEL COLUMN. 4 1/2" EOS Z PLAN DETAIL E 3/4" = 1'-0" S2.6 2 3 4"=' I `2 3/4" 6 1/2" 4 1/2" EOS PLAN DETAIL A STEEL FRAMING, REFER TO FRAMING PLAN S2.2 FOR SIZE. 1" THICK STEEL CAP PLATE, REFER TO TYPICAL COLUMN SPLICE DETAIL. C'_ ---� a� �r- Ln I o, BOX OUT PORTION OF FLOOR SLAB k AS DIMENSIONED PRIOR TO SLAB PLACEMENT TO ALLOW FUTURE INSTALLATION OF STEEL COLUMN. 4 3/4" 4 3/4" 6 1/2" 4 1/2" EOS PLAN DETAIL D 3/411 = 1'-011 S2.6 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I RARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL. CT 06067 (860)563-3820 t� t� N iv ��►i��� s No.t5911� .,ONAL i&' MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 56 3- 6164 TITLE FRAMING PLAN DETAILS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S2*6 ALTERNATE NO. 1 FRAMING PLAN NOTES { 1. TOP OF SECOND FLOOR STEEL FRAMING ELEVATION = 13'-5 1/2", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 13'-5 1/2". TOP OF LOW ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE E LC VAI IOIV = V'-V". RCFER 1U ARCH11 CI,I URAL AIVD SI II- URAVVIIVGS FUR REFEREI410E ELEVAI IV NS VV IIH RCSPEI..I IU SIIL DATU,VI. 2. TOP OF HIGH ROOF STEEL FRAMING ELEVATION = 2T-4", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = 27'-4". TOP OF HIGH ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = Y-0". REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECTTO SITE DATUM. 3. ALL STEEL BEAMS ARE TO BE EVENLY SPACED BETWEEN COLUMN CENTRLINES UNLESS DIMENSIONED OTHERWISE ON FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. 4. REFER TO STRUCTURAL DRAWINGS S4.OA AND S4.013 FOR TYPICAL FRAMING DETAILS AND SCHEDULES. 5. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL ROOFTOP EQUIPMENT AND ROOF OPENINGS. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, AND MECHANICAL EQUIPMENT SUPPORTS WITH THE ACTUAL EQUIPMENT TO BE SUPPLIED. THE CONTRACTOR SHALL VERIFY THE WEIGHT OF ALL MECHANICAL ROOFTOP UNITS INCLUDING SUPPORT CURBS WITH THAT AS NOTED ON THE STRUCTURAL FRAMING PLAN. TYPICAL STEEL SUPPORT FRAMES SHALL BE PROVIDED AT ALL ROOF OPENINGS. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, MATERIALS, AND DIMENSIONS BEFORE COMPLETING PRICING, ORDERING, FABRICATING, AND/OR ASSEMBLING ANY AND ALL PARTS OF THE WORK INCLUDED IN THE CONTRACT DOCUMENTS. 7. REFER TO STRUCTURAL DRAWING S6.3 FOR COLD FORMED TRUSS ELEVATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 8. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. 9, INDICATES SPAN DIRECTION OF STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN AND PROJECT SPECIFICATIONS FOR GAGE AND ATTACHMENT REQUIREMENTS. (Z) 1 1/2" DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE'B' © 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, TYPE'B' © 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK WITH CONTINUOUS, 20 GAGE, GALVANIZED FLAT PANEL BOTTOM SHEET �D 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE IBA' EO 3" DEEP, 18 GAGE, GALVANIZED ACOUSTICAL STEEL ROOF DECK, TYPE 'NA' FO 3" DEEP, 18 GAGE, GALVANIZED STEEL ROOF DECK, TYPE 'N' 10. INDICATES AREA OF OVER -FRAMED COLD FORMED METAL ROOF TRUSSES AT 48" o.c. MAXIMUM. / y`'� '`` /f 1 `` REFER TO STRUCTURAL DRAWING S6.3 FOR COLD FORMED STEEL TRUSS ELEVATIONS AND NOTES. 11. ALL DIMENSIONS NOTED AS'A' SHALL BE COORDINATED BY THE CONTRACTOR PRIOR TO FABRICATION WITH ARCHITECTURAL AND/OR MECHANICAL DRAWINGS ALONG WITH DIMENSIONS AND DETAILS PROVIDED BY THE MANUFACTURER OF THE ROOF HATCH OR ROOFTOP UNITS TO BE PROVIDED. 12. THE CONTRACTOR SHALL COORDINATE THE LOCATIONS AND DIMENSIONS OF ALL ANGLE FRAMES AT ROOF PENETRATIONS AND ROOF DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TO FABRICATION. REFER TO TYPICAL DETAILS 7/S4.013 AND 8/S4.013 FOR ADDITIONAL INFORMATION. 0 0o N.5 11'-2 3/4" 30'-6" 13'-10 1/2" I I I I I W 18x40 Ln U ~ ° I Ln = 1 �/p 1 � V) I s s � L; w N p SLOPEOO o0 4:12 (D Q I TRUSS T-5 AT 48" ox. i �c2 O fJ � Ln U 1 :1`'r W 8 x 3 5 i S4.5 , I. 'F II to ' FL /0 .. N TRUSST-S��y� AT 48" o. c. � 1 1 I I 1 {-7 SLOPE 4:12 1 TRUSS T-3 A TRUSS T-3 ( 1 1 ( 1 I I L 15'-5" ROOF TRUSS 25'-3 3/4" AA.3 I I l I 9'-11 1/4" 1 22'-101/2" 1 1 I I yl I I I I I 1 30'-6" 6-10" 29'-7" 1 1 I CONTINUOUS 20 GAGE COLD I I FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. 1 1 I -- - �� - - T-- - -r- -- - -- -- - -- - W16x31 1 W18x40 11/2" 1 EEP,120 C AGE, GA VANIZED WIDE RI I S11EEL RC OF DECK Ln 1 n U ° I cam•, I TRUSS T-5 0 PICAL HERE NOTED AS A - V) 007 �� I 00 `» " Cr ¢`� I i I Ln N O cn °°- - - �/TR --------�STS Q AT 48" o c. I O I I I 1 SLOPE I a W16x36 W14x30 I 54.5 W14x122 I W12x16 - 6 7 M 1 I I S4.5 1 Ln 54.5 I TRUSSIT-3 X N `V W 14 x 2 2 Ln W 1 16 AT 48" o.c. 7 IM. I 14'-2" °° 15'-5"1S4.5 1 V-W W14 22 2x16 1 I I L6x4x3/8 I 1 W21x44 I I W 1 3 5 I _ W18x46 ,, ,. ,r r,--- M ---- ��y �o r f W10x15V } z x N , 'l�'�Nu OM N N N LL N lXD N L 0/ f� ."r � r" � x w F-I - x x x x p x x a ,�. j `�� i r .� to -' cn I� o LU 'V p rI i,, ;^ f / � � / ,_, ` H Q � F- Xw w � W1 15 , J o Q 0 X J m Q ,l r s ti A I� o S4.2 O I- / _ Cal Iw- a a ' �r/ k1 2 �t - CANTI W 18x50 W 12x19 w o O W 18x50 ,< Q wLu �LuCC w ON = I W10x15 ffiE -j Re- o "' 10 o o U 1 1/2" DEEP 20 GAGE GALVANIZEC X x x �, } 6 ST EL ROOF DECK TYPICAL AT TRU rI ~ N W10x15 5 o 54:1� 1 ENPS, REFER TO SECTION 1/S4.5. M N M N 1 I x x x x 16x36 W10x15 TRUSS T-3 I AT 48" o.c. 1 m N x x W10x15 � 6 � u, Ln CONTINUOUS 20 GAGE COLD 1 54.5 I I�xFO f M ED STEEL TRACK ATTACHED W 18 x 5 5 W10x15 W18 x 5 5 TOITRUSS ENDS, TYPICAL.- -- T [IT I 1 I REFER TO "PARTIAL HIGH ROOF FRAMING PLAN - NORTH" ON STRUCTURAL I DRAWING S2.4 FOR REMAINDER OF FRAMING INFORMATION WITHIN 1 SHADED REGION INCLUDED AS PART OF THE PROJECT BASE BID. 1 I I „ I I „ 15 -1 15 -1 15 -5I, I 5'-21/4" Y-111/4" 30'-6" G-10" HHA KK MM TT UU HIGH ROOF FRAMING PLAN - NORTH NOT TO SCALE N N 3 S4.13 ALTERNATE DESIGN OPTION NO. 1 THREE V VIEW - NORTH NOT TO SCALE 29'-7" I 11'-2 3/4" I 1 30'-6" 1 22 -8" L 13-1 1/2" i 1 I I 1 1 I I I W18x40 [18] 1 Q FACE OF B ICK VENEER ABOVE, RE ER Q �p`� TO ARCHICTURAL DRAWINGS. 23k W 16 x 3 6 23k 23k [16) 0 Ln LO N W 16x31 1 `- CNI � I (14) W 16x31 [14) Y #4 x 8'-0" LONG AT 12" o.c., STAGGED ENDS m N 12". REFER T� TYPICAL DETAIL 1/S4.0. W16x31 [14) u 41/2" EOS I 1 Ln W 16x31 x 0 0 [ 141 I U) I x 00 00 � u W 16x31 1 141 x N 41/2"EOS 16k W 1 8 5 [ 25 ] 24k 26kW18x46 `" ----- I [23) I 41/2"EOS 0 29'-10" I I 1 I 9'-111/4" 1 22'-10 1/2" 4 54.13 I I I I W18x35 [16) 1 W16x36 I [16) I N l w Q W 16x31 (m I [14) = g I I ¢ � W 16x31 w w [14] U N z��! O C W 16x31 [14) I�wNI w o w I Q V) 1.0 = I W 16x31 IoN�I [14) I z O 0 �� w U 1 `� 0 1 W 16x31 1 _ NLu z [14) JAR #4 x 4'-0" LONG AT RE- ENTRANT CORNE S, TYPICAL. +23k W 18x35 - i [21) 1 29'-7" 1 30'-6" 1 6'-10" 1 29'-7" WIDE FLANGE STEEL OUTRIGGER AT BOOM CENTERED OVER TYPE F70 WINDOW FR��MES, FLANGE I ON WITH RDINATE ITTO I DRAWINGS. GS. SIMILAR SECTION`1A/S4.11TURAL 1 I - - - - - - �, W18x40 [18) 1 - 41/2"EOS 1 I 1 �'<p+Qom 54.13 0 �}�pJQ k 23k W 16 x 3 6 23k ------- 1.4 00�. [16) I In 10 N I U•) u W16x31 0 `Ij [ 141 I `� 00 #4 HOOKED BAR AT 12" o.c. TYPICAL_ AT SLAB EDGE, REFER TO TYPICAL DETAIL 1/54.06. MAI- m W16x31 [14) I � - - - W16x31 N _ [14) M i 141/2" EOSu W16x31 m [ 141 I 0 N x - -1 00 r I 3 u 3 W 16x31 I S4.13 [14) 3 41/2"EOS 1 16k W 1 6 x 3 1 [23) m - - - - - - -- - - - - I -- - -- - i CONNECT CHANNEL TO WEB OF 1 -+ o STEEL BEAM EACH END. + u `J T17k u� 17k W16x26 W10x15 W12x16 �D 5 I, � [12) Ln [8) Ln (9) x X i x x N x -„ „ M M #4 x 18 0 LONG AT 12 o.c., x - x - `r S4.13 U 00 00 2 1/2" EOS -' STAGGED ENDS 12". SIMILAR TO11 TYPICAL DETAIL 1/S4.OB. u _-___-_-_- W18x55 [29) M W10x15 [8] W18x55 [21) REFER TO "PARTIAL SECOND FLOOR AND LOW ROOF FRAMING PLAN - NORTH" ON STRUCTURAL DRAWING S2.2 FOR REMAINDER OF FRAMING INFORMATION -..._ WITHIN SHADED REGION INCLUDED AS PART OF THE PROJECT BASE BID. I I I I I I I 30'-6" I 9'-111/4" 30'-6" I 3 SECOND FLOOR FRAMING AND LOW ROOF PLAN - NORTH 2 S2 7 NOT TO SCALE S2.7 I rfi REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 IRARD AND OMPANY LP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE RocKr HILL. CT 06067 (860)563-3820 �61, G O Nj i59i1 rJf MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 56 3- 6164 TITLE ALTERNATE NO. 1 - FRAMING PLANS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S297 2E ' 1 1 TYPICAL # 4 DIAGONALS x 4'-0" LONG AT CORNERS OF SLAB PENETRATION. TYPICAL # 4 PERIMETER BARS EACH SIDE OF SLAB PENETRATION. TYPICAL REINFORCING AT CONCRETE SLAB OPENINGS 3' NOT TO SCALE 53.0 SAW -CUT ALONG FORMED JOINT 1" DEEP AND FILL WITH SEMI -RIGID JOINT FILLEA- WELDED GALVANIZED LIGHT GAGE METAL KEYFORMED CONSTRUCTION JOINT FORM, REFER TO PROJECT SPECIFICATIALIGN DOWELS PARALLEL IN WIRE FABRIC FROM CUTIHORIZONTAL AND VERTICAL PLANES SHEETS ONLY. DISCONTINUE ATI IN ACCORDANCE WITH ACI-117 FORMED JOINT. I I N X X X X )C - (J W UNDERSLAB VAPOR BARRIER, REFER 3 SMOOTH # 6 REINFORCING BAR x 14" LONG AT 12" ox. TO PROJECT SPECIFICATIONS AND CENTERED ON JOINT. PROVIDE SLEEVE ONE SIDE OR STRUCTURAL NOTES. GREASE TO FULLY RELEASE BOND. TYPICAL SLAB CONSTRUCTION JOINT TYPICAL SLAB ON GRADE DETAILS SAWCUT CONTRACTION JOINT SAW -CUT CONTRACTION JOINT I 1/4 DEPTH OF SLAB. FILL WITH SEMIRIGID JOINT FILLER, REFER TO PROJECT SPECIFICATIONS. I -X X X X Q J W N 11 WELDED WIRE FABRIC FROM CUT SHEETS ONLY. CONTINUE CONTINUOUS THROUGH CONTRACTION JOINT. TYPICAL SLAB CONTRACTION JOINT NOTES: NOT TO SCALE 1. PROVIDE THE REINFORCING INDICATED AROUND ALL SLAB OPENINGS GREATER THAN 18" x 18". 2. REFER TO TYPICAL STEEL PENETRATION SUPPORT FRAME DETAIL FOR UNDERSLAB SUPPORT NOTES: REQUIREMENTS AT ALL COMPOSITE AND FRAMED CONCRETE SLAB LOCATIONS. 1. REFER TO FOUNDATION PLAN AND/OR PROJECT SPECIFICATIONS FOR JOINT SPACING, SAW -CUTTING, AND JOINT FILLING REQUIREMENTS. 3. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL CONCRETE SLAB 2. REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT FOR UNDERSLAB SOIL PREPARATION REQUIREMENTS AND GUIDELINES. PENETRATIONS WITH THE FULL SET OF CONTRACT DOCUMENTS AND COORDINATION DRAWINGS 3. DOWELS AT SLAB ON GRADE CONSTRUCTION JOINTS SHALL BE PROPERLY SECURED TO PREVENT MISALIGNMENT OR DISPLACEMENT DURRING FIRST CONCRETE PLACEMENT. INCLUDING ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS. 4. REINFORCING FABRIC IS TO BE CONTINUOUSLY SUPPORTED BY PLASTIC TIPPED OR TRUSS TYPE BOLSTERS SO AS TO NOT PENETRATE OR DAMAGE UNDERSLAB VAPOR BARRIER. 1/4" THICK GALVANIZED STEEL ELEVATOR PIT FOUNDATION WALL, CHECKERPLATE COVER AT SUMP PIT. INTERIOR MASONRY WALL, REFER TO 3/4" CONTINUOUS REFER TO FOUNDATION SECTIONS PROVIDE 3/4" x 1/4" DEEP RECESS ALL ARCHITECTURAL DRAWINGS FOR CHAMFER, TYPICAL. - FOR REINFORCING. AROUND TO RECEIVE PLATE. THICKNESS AND LOCATION. REFER TO VERTICAL DOWEL WITH STANDARD HOOK TO FINISH GRADE, REFER ELEVATOR PIT FOUNDATION, REFER SCHEDULE FOR REINFORCING. BE SAME SIZE AND SPACING AS VERTICAL TO SITE PLAN TO FOUNDATION SECTIONS FOR CONTINUOUS ISOLATION JOINT WALL REINFORCEMENT. REFER TO SCHEDULE CONTINUOUS 2x4 FORMED 611 1'-0" 1'-611 L REINFORCING. PROVIDE BENT BARS AND SEALANT, REFER TO PROJECT FOR REQUIRED SPLICE LENGTH. KEY CENTERED ON WALL. I I T2" AT SUMP PIT AS SHOWN TO MATCH SPECIFICATIONS TYPICAL ELEVATOR SUMP PIT DETAIL NOT TO SCALE BENT BARS AT CORNER, SIZE AND SPACING TO MATCH HORIZONTAL WALL REINFORCING. ADDITIONAL 4 # 4 1'-0" VERTICAL, TYPICAL TYPICAL/Z m a J V BENT BARS AT CORNER, SIZE AND SPACING TO MATCH HORIZONTAL WALL REINFORCING. 1'-0" TYPICAL / CAL REINFORCING. a GROUT FIRST COURSE SOLID, CONCRETE SLAB ON GRADE, ti ALL VOIDS CONTINUOUS. REFER TO FOUNDATION PLAN. N x x x x x x x x 00 C )ERSLAB VAPOR BARRIER, REFER IROJECT SPECIFICATIONS AND JCTURAL NOTES. ADDITIONAL 4 # 4 VERTICAL, TYPICAL 1D � TYPICAL WALL I I TYPICAL WALL N REINFORCING, REFER TO REFER TO SCHEDULE REINFORCING, REFER TO FOUNDATION SECTIONS. FOR SPLICE LENGTH FOUNDATION SECTIONS. EXTERIOR CORNER RE-ENTRANT CORNER TYPICAL FOUNDATION WALL CORNER REINFORCING NOT TO SCALE WRAP FORMED JOINT WITH 1/4" THICK PREMOLDED JOINT FILLER PRIOR TO PLACING CONCRETE y AROUND COLUMN. FINISH JOINT u WITH SEMI -RIGID JOINT FILLER. SAWCUT SLAB CONTRACTION JOINTS FILLED WITH SEMI -RIGID JOINT FILLER. REFER TO PROJECT SPECIFICATIONS. WRAP FORMED JOINT WITH 1/4" THICK PREMOLDED JOINT FILLER PRIOR TO PLACING CONCRETE AROUND COLUMN. FINISH JOINT WITH SEMI -RIGID JOINT FILLER. - STEEL COLUMN, REFER TO COLUMN I STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE. COAT BASE OF SCHEDULE FOR SIZE. COAT BASE OF COLUMN EMBEDDED IN CONCRETE COLUMN EMBEDDED IN CONCRETE WITH BITUMASTIC COATING, REFER I 24" x 24" FORMED JOINT AROUND COLUMN. WITH BITUMASTIC COATING, REFER TO PROJECT SPECIFICATIONS. PLACE CONCRETE IN FORMED VOID AFTER TO PROJECT SPECIFICATIONS. MAIN SLAB IS PLACED AND BUILDING DEAD LOADS HAVE BEEN APPLIED. TYPICAL COLUMN CONTROL JOINT DETAILS NOT TO SCALE NOTES: 1. PROVIDE EITHER DIAMOND OR CIRCULAR COLUMN CONTROL JOINT PATTERN AT CONTRACTORS OPTION. 5" THICK CONCRETE SLAB REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. REFER TO GEOTECHNICAL REPORT FOR UNDERSLAB SOIL PREPARATION REQUIREMENTS. ,( I 2 # 5 TOP AND / 8" 4" 3 # 4 CONTINUOUS BOTTOM, CONTINUOUS �1 WALL THICKNESS TYPICAL EXTERIOR CONCRETE PAD DETAIL s PLUS 1 -0 TYPICAL INTERIOR MASONRY NOT TO SCALE s3.o STAIR SHAFT WALL BASE AT FOOTING r6 NOTES: NOT TO SCALE S3.0 1. REFER TO SITE PLAN AND MECHANICAL DRAWINGS FOR PAD SIZE, QUANTITY, AND LOCATIONS. SAW -CUT ALONG FORMED JOINT 1" DEEP AND FILL WITH SEMI -RIGID JOINT FILLER UNDERSLAB VAPOR BARRIER AT NEW CONCRETE SLABS, REFER TO PROJECT SPECIFICATIONS AND STRUCTURAL NOTES. x x x REFER TO FOUNDATION PLAN IrnQ O DEPTH OF SLAB DEPRESSIONS. - - SMOOTH # 6 REBAR x 14" LONG AT 12" ox. CENTERED ON JOINT, PROVIDE SLEEVE ONE SIDE OR GREASE TO FULLY RELEASE BOND. TYPICAL DEPRESSED SLAB DETAIL REINFORCED CONCRETE SLAB ON GRADE, REFER TO FOUNDATION PLAN FOR TOP OF SLAB ELEVATION NOT TO SCALE S3.0 NOTES: 1. REFER TO FOUNDATION PLAN FOR LOCATION AND DEPTH OF DEPRESSED SLABS. COORDINATE THE FULL EXTENT OF WORK WITH THE ARCHITECTURAL DRAWINGS. TYPICAL BOTTOM BARS IN CONCRETE WALL. REFER TO FOUNDATION SECTIONS. 6" THICK MINIMUM NORMAL WEIGHT CONCRETE SLAB -ON GRADE. REFER TO PLAN FOR STRUCTURAL DRAWINGS S1.2 AND S1.3 FOR LOCATION. REINFORCE WITH TWO(2) LAYERS OF 6x6-W2.1xW2.1 WELDED WIRE FABRIC PLACED AS SHOWN. +/-2" CLEAR FROM TOP OF SLAB TO TOP OF RADIANT TUBING 7 O X o X o X o X o X o X - X X X X X X io TYPICAL FOOTING --. - - - - -- REINFORCING, STOP I - __;T� i tt SIDE OF PENETRATI01. Dp Da Do � �o � Doo o D Doo o Doo D Doo o D Doo o D Doo o D FOOTING PIPE PENETRATION Q Q Q Q Q BENT BARS TO MATCH SIZE AND TYPICAL BOTTOM BARS IN SPACING OF TYPICAL CONCRETE CONCRETE WALL, REFER TO UNDERSLAB RIGID INSULATION. PLACE BOTTOM WELDED WIRE FABRIC REINFORCEMENT WALL BOTTOM BARS. FOUNDATION SECTIONS. LAYER AT BOTTOM OF RADIANT HEAT TUBING. UNDERSLAB VAPOR BARRIER, REFER 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED STONE LAYER OVER 16" TO PROJECT SPECIFICATIONS AND MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR 30 BAR DIA. STRUCTURAL NOTES. OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL 6" CLEAR TYPICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. f30 BAR DIA. TYPICAL RADIANT HEATED SLAB -ON GRADE DETAIL 17 TYPICAL - - - 6x6-W1.4xW1.4 WELDED WIRE FABRIC FROM CUT SHEETS ONLY. NEW REINFORCED CONCRETE SLAB. MATCH EXISTING SLAB THICKNESS AND FINISH ELEVATION. 3" # 3 DOWELS x V-0" LONG AT 16" o.c. SET IN DRILLED HOLES AT ALL SIDES. 1. SAW CUT EXISTING SLAB FYICTIt\I(' C(1NICPFTE SLAB TO REMAIN STONE AND CONTROLLED STRUCTURAL UNDERSLAB VAPOR BARRIER AT NEW FILL. REFER TO GEOTECHNICAL REPORT CONCRETE SLABS, REFER TO PROJECT AND PROJECT SPECIFICATIONS. SPECIFICATIONS AND STRUCTURAL NOTES. TYPICAL CONCRETE SLAB ON GRADE REPAIR DETAIL r8 NOT TO SCALE 53.0 INTERIOR MASONRY WALL, REFER TO ARCHITECTURAL DRAWINGS FOR THICKNESS AND LOCATION. REFER TO SCHEDULE FOR REINFORCING. COLUMN DEPRESSION 12" UNLESS OTHERWISE NOTED TOP OF WALL DEPRESSIONS, REFER TO FOUNDATION PLAN-� 2 # 4 x 2'-0" TYPICAL -7 ,- 2'-0" ,- OPENINGS FROM 2 # 4 TYPICAL 1'-011 TO 3'-011 SQUARE ONLY. -2" CLEAR r-3" CLEAR BOT. OF FOOTING �C ELEV. = SEE PLAN BOTTOM OF WALL REINFORCING, COLUMN FOOTING, REFER TO FOOTING 4'-0" MINIMUM REFER TO FOUNDATION SECTIONS. SCHEDULE FOR SIZE AND REINFORCING. TYPICAL FOUNDATION WALL ELEVATION NOT TO SCALE VERTICAL DOWEL WITH STANDARD HOOK TO BE SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT. REFER TO SCHEDULE FOR REQUIRED SPLICE LENGTH. GROUT FIRST COURSE SOLID, ALL VOIDS CONTINUOUS. ril "411 '11 SCURRY EXISTING SLAB C BROOM FINISH NEW SLA UNDER HOUSEKEEPING F 1011 # 3 HOOP TIES 5"1 15" EACH WAY. SET ENDS IN HOLES WITH EPDXY ADH 2 1/2" MIN. EMBEDMEN 3/4" CONTINUOUS y SAWCUT SLAB CONTRACTION JOINTS FILLED WITH SEMI -RIGID JOINT FILLER. REFER TO PROJECT SPECIFICATIONS. 30" DIA. FORMED JOINT AROUND COLUMN. PLACE CONCRETE IN FORMED VOID AFTER MAIN SLAB IS PLACED AND BUILDING DEAD LOADS HAVE BEEN APPLIED. TOP OF WALL ELEVATION, REFER TO BASEPLATE 30 BAR FOUNDATION PLAN AND SECTIONS. - + 4" MIN. DIA. 1 1/2" CLEAR I J2 TOP OF WALL REINFORCING, REFER 1 TO FOUNDATION SEACTIONS. CONCRETE PIER AND REINFORCING, REFER TO PIER SCHEDULE. DIAGONAL BAR TO MATCH TYPICAL M BOTTOM OF WALL REINFORCEMENT 4"r 30 BAR TOP BAR AT FOOTING STEP TO MATDIA. SIZE AND SPACING OF BOTTOM OF FOOTING REINFORCEMENT. 30 BA rDIA."' / I1 I J 1 T-0" MAXIMUM STEP - BENT BARS TO MATCH FOOTING BOTTOM REINFORCEMENT SIZE AND SPACING. " MIN. CONCRETE PAD REINFORCED AT 12" ox. EACH WAY, TOP. CHAMFER ALL AROUND CONCRETE SLAB, REFER TO FOUNDATION PLAN FOR THICKNESS AND REINFORCING. MAINTAIN 1 CLEAR THICKNESS UNDER HOUSEKEEPING PAD. 1° UNDERSLAB VAPOR BARRIER AT U U v U U U NEW CONCRETE SLABS, REFER TO PROJECT SPECIFICATIONS AND -------------------------------- STRUCTURAL NOTES. TYPICAL HOUSEKEEPING PAD DETAIL 11 ' NOT TO SCALE NOTES: x x x x x x it x x x XN 1. THE CONTRACTOR SHALL COORDINATE DIMENSIONS NOTED AS "A" WITH SIZE OF MECHANICAL EQUIPMENT SUPPLIED. 0 CITING-� r 1 r, 2. REFER TO MECHANICAL DRAWINGS FOR THE ANCHORAGE OF MECHANICAL EQUIPMENT TO THE HOUSEKEEPING PAD. � r 1 2 # 5 BARS CONTINUOUS IN SLAB HAUNCH. 1 1/211 = 1'-011 NOTES: 1. REFER TO "TYPICAL SLAB ON GRADE DEATILS FOR CONSTRUCTION/CONTRACTION JOINT DETAILS. 2. REFER TO FOUNDATION PLAN AND/OR PROJECT SPECIFICATIONS FOR JOINT SPACING, SAW -CUTTING, AND JOINT FILLING REQUIREMENTS. 3. REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICAL ENGINEER'S REPORT FOR UNDERSLAB SOIL PREPARATION REQUIREMENTS AND GUIDELINES. 4. DOWELS AT SLAB ON GRADE CONSTRUCTION JOINTS SHALL BE PROPERLY SECURED TO PREVENT MISALIGNMENT OR DISPLACEMENT DURRING FIRST CONCRETE PLACEMENT. CONTINUE FOOTING AND 6 6 REINFORCEMENT BENEATH CLR. CLR. TYPICAL FOOTING PENETRATION IF BOTTOM OF PIPE IS REINFORCING, STOP EACH 4" OR MORE ABOVE TOP OF FOOTING. SIDE OF PENETRATION. WALL PIPE PENETRATION TYPICAL FOUNDATION PIPE PENETRATION DETAILS 10" THICK CONCRETE SLAB NOT TO SCALE 2'-0" # 4 @ 12"o.c. EPDXY COATED DOWELS AROUND PAD PERIMETER. # 4 @ 12"o.c. EPDXY COATED REINFORCEMENT EACH WAY # 5 @ 10"o.c. EPDXY COATED REINFORCEMENT EACH WAY BOTITOM 1" CONTINUOUS CHAMFER AROUND PAD PERIMETER C 8" MINIMUM 3/4" PROCESSED STONE ON COMPACTED STRUCTURAL FILL MATERIAL ON EXCAVATED BASE. 2 # 5 CONTINUOUS TYPICAL GENERATOR CONCRETE PAD DETAIL NOT TO SCALE 18 S3.0 SCURRY EXISTING SLAB OR ROUGH BROOM FINISH NEW SLAB SURFACE UNDER LOCKER BASE. 811 # 3 HOOP TIES 51n5" AT 24" o.c. SET ENDS IN DRILLED HOLES WITH EPDXY ADHESIVE 2 1/2" MIN. EMBEDMENT. - 4" THICK CONCRETE LOCKER BASE REINFORCED WITH 2 # 4 CONTINUOUS. CONCRETE SLAB ON STEEL DECK OR SLAB ON GRADE, REFER TO FRAMING AND/OR FOUNDATION PLANS FOR THICKNESS AND REINFORCING. MAINTAIN FULL SLAB THICKNESS UNDER LOCKER BASE 1" CLEAR, TYP. 1'-2" NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR FULL EXTENT OF LOCKER LOCATIONS. TYPICAL CONCRETE LOCKER BASE DETAIL NOT TO SCALE 4" 1 tW 14" TYPICAL INTERIOR MASONRY WALL BASE AT HAUNCHED SLAB /-12 NOT TO SCALE NOTES: 1. UNLESS NOTED OTHERWISE, PROVIDE HAUNCHED SLAB BASE AT ALL INTERIOR MASONRY WALLS THAT ARE 8" OR GREATER IN NOMINAL THICKNESS. INTERRUPT FOOTING OR HAUNCH 2" CLEAR EACH SIDE OF ANY PIPING, TYPICAL. TYPICAL WALL REINFORCING, REFER TO FOUNDATION SECTIONS. CONTINUOUS VERTICAL INTERIOR FACE OF 2x FORMED KEYED JOINT. FOUNDATION WALL. TW KEY 811 2x4 10" 2x4 12" 2x4 I_ 14" 2x6 • 16"+ 2x8 CONTINUOUS WATERSTOP, REFER REFER TO SCHEDULE TO PROJECT SPECIFICATIONS. FOR SPLICE LENGTH 15 FOUNDATION WALL - PLAN S3.0 CONTINUOUS 2x4 FACE OF WALL FORMED HORIZONTAL KEYED JOINT 1/2", TYP. BOTTOM OF FOOTING TYPICAL FOOTING REINFORCING, �, REFER TO SCHEDULE REFER TO FOUNDATION SECTIONS. FOR SPLICE LENGTH CONTINUOUS FOOTING - ELEVATION TYPICAL FOUNDATION CONSTRUCTION JOINTS NOT TO SCALE NOTES: 1. FOUNDATION WALL AND FOOTING CONSTRUCTION JOINTS SHALL BE LOCATED AT 60'-0" o.c. MAXIMUM. REFER TO PROJECT SPECIFICATIONS. 41-011 11" yr*.,....... 8"x16"x12" DEEP CMU I ,Y GROUTED SOLID. PROVIDE: t, I `" ^•; ;,�;`'„�`�,�,-:. I AT EACH CORNER OF SUMP 3 ;_1 Ib...V, , I RADON VENT PIPE IN PLACE PRIOR TO SLAB POUR. I I o A.+ ;T 6" CONCRETE SLAB REINFORCED WITH # 5 @ 8" ox. EACH WAY BOTTOM. - - ---- ------- -I PLAN DETAIL REINFORCED CONCRETE SLAB ON RADON VENT PIPE: IN PLACE GRADE, REFER TO FOUNDATION PLAN. PRIOR TO SLAB POUR. VOID SPACE UNDER SLAB 3/4" PLYWOOD FORM REINFORCING SEE PLAN ABOVE x x x x x x x x x nx x x x x x -_-- -- ---000° o 0 0 00 0 i Q i haw i o 0 °oo ° o O L ° °D° O �� 8 BROKEN STOKE � O � o 0 O CONTROLLED UNDERSLAB VAPOR BARRIER, REFER CMU BLOCK BEYOND, STRUCTURAL FILL TO PROJECT SPECIFICATIONS AND REFER TO PLAN DETAIL STRUCTURAL NOTES. CROSS SECTION TYPICAL RADON SUMP PIT DETAIL 13 NOT TO SCALE NOTES: 0 1. REFER TO FOUNDATION PLAN FOR RADON SUMP LOCATIONS DESIGNATED BY THE FOLLOWING SYMBOL: S TENSION LAP SPLICE SCHEDULE BAR SIZE DEVELOPMENT LENGTH SPLICE LENGTH HORIZ. ALL HORIZ. ALL BOTTOM BARS OTHERS BOTTOM BARS OTHERS # 3 17" 2211 22" 2811 # 4 22" 2911 29" 3711 # 5 28" 36" 3511 4711 # 6 33" 43" 4311 S6" # 7 4811 6311 6311 8111 # 8 5511 72" 7211 9311 # 9 6211 81" 8111 105" # 10 70" 91" 91" 118" # 11 78" 101" 1011, 131" NOTES I. "SIDE LAP" ALL LAP SPLICES TO PROVIDE MAXIMUM MOMENT CAPACITY. 2. MAINTAIN MINIMUM CONCRETE COVER TO REINFORCING BARS PER ACI-318. 3. MINIMUM COVER TO SPLICED BAR = 3" 4. MINIMUM CLEAR SPACING ADJACENT BAR = 6" 5. DETAILED SPLICES AND BAR LENGTHS IN THE DRAWINGS SHALL GOVERN OVER SCHEDULE. 6. HORIZONTAL BOTTOM BARS ARE THOSE WITH LESS THAN 12" OF FRESH CONCRETE CAST BELOW THE BAR. 7. SCHEDULE IS FOR USE WITH GALVANIZED OR UNCOATED GRADE 60 REBAR IN 3,000 PSI NORMAL WEIGHT CONCRETE. MULTIPLY THE LENGTH SHOWN BY THE REQUIRED FACTORS FOR OTHER SITUATIONS. a. EPDXY COATED BARS WITH COVER LESS 1.50 THAN (3) BAR DIAMETERS OR CLEAR SPACING LESS THAN 6 BAR DIAMETERS. b. ALL OTHER EPDXY COATED REBAR. 1.20 c. LIGHTWEIGHT CONCRETE 0.75 d. 3,500 PSI CONCRETE 0.93 e. 4,000 PSI CONCRETE 0.87 f. 5,000 PSI CONCRETE 0.78 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I RARD AND OMPANYL� STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 1 563-6164 TITLE TYPICAL CONCRETE DETAILS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S3*0 SECTION NOTE: SECTION 3A/S3.1 IS INTENDED TO SPECIFY 6" THICK RADIANT HEAT CONCRETE SLAB ON GRADE AS PART OF ALTERNATE DESIGN OPTION #2 OINLV REFER Tr) FUI�INr1ATir1N Cf:(- io 12/C2 1 FUR �� FOUNDATION WALL DIMENSIONS AND REINFORCING, UNDERSLAB SOIL PREPARATION, AND REMAINDER OF DETAIL NOT SHOWN. rL TOP OF SLAB ON GRADE ELEV. = 0'-0" 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 2 I AVFRC OF 6 x 6 \AQ 1 x \A/2 1 \A/FI nFn WIRE PARR!( ERSF--+/-2" CLEAR TO TOP OF 3/411 = 1'-011 O.F. WALL CONTRACTOR NOTE: BEND DOWN DISCONTINUOUS FOUNDATION WALL - HORIZONTAL REINFORCEMENT AT COLUMN POCKET EACH SIDE. I REFER TO COLUMN SCHEDULE ON STRUCTURAL EXTEND V-0" BELOW BOTTOM OF POCKET. REFER TO TYPICAL DETAIL 4/S3.0, "TYPICAL FOUNDATION WALL ELEVATION". i DRAWING S5.1 AND S5.2 FOR COLUMN SIZE AND STRUCTURAL PLANS FOR LOCATION. i REFER TO COLUMN BASE DETAILS ON DRAWINGS 55.3 I COLUMN POCKET, FILL WITH SAME CONCRETE MIX AS THRU S5.5 FOR BASE PLATE SIZE AND ANCHOR ROD I CONCRETE SLAB ON GRADE AFTER BUILDING DEAD LAYOUT. PROVIDE 2" DRY -PACK HIGH STRENGTH NON- I LOAD IS IN PLACE. REFER TO TYPICAL DETAIL 1/S3.0. SHRINK GROUT BENEATH BASEPLATE. - ( ALTERNATE DESIGN OPTION NO. 2 APPROXIMATE FINISH GRADE, REFER TO GRADING PLAN i 6" RADIANT HEAT CONCRETE SLAB ON GRADE - - - _ REFER TO PLAN NOTES ON DWG. S1.2 AND SECTION 3A/S3.1 ! REFER TO STRUCTURAL 5" THICK CONCRETE SLAB -ON GRADE REINFORCED ! DRAWING S1.2 AND S1.3 FOR WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. ! TOP OF SHELF ELEVATIONS. I ! TOP OF SLAB ON GRADE r I ! ELEV. = Y-O" I x x x x x x x ANCHOR RODS SHALL BE TIED IN PLACE i DAD DAD nDDD° AD D DQDD- PRIORTOCONCRETEPLACEMENT.NOWET DD D DD D DDDDA° pApDDpeD pADD°p SETTING OF ANCHOR RODS IS ALLOWED. 411 `� Dp oA acD���nD° oQ aDo QD°Oe aDs aD°D� ° REINFORCED CONCRETE PIER CENTERED ON COLUMN ! DDQD o `6' GRID LINES U.O.N., REFER TO PIER SCHEDULE FOR SIZE I I goo o VAPOR RETARDER !1 AND REINFORCEMENT ON STRUCTURAL DRAWING S1.1. ?� 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE CONTINUE TYPICAL WALL AND FOOTING REINFORCEMENT - -`- OVER 16 MINIMUM LAYER OF COMPACTED STRUCTURAL THROUGH COLUMN PIER AND FOOTINGS WHERE POSSIBLE. ! I FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT REFER TO CONTRACTOR NOTE ABOVE IN THIS SECTION. ! 1 1 1/2" CLEAR DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. II TYPICAL REFER TO STRUCTURAL DRAWING REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH - - - - CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH S1.2 AND S1.3 FOR BOTTOM OF ! I ! CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN FOOTING ELEVATIONS, TYPICAL. GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 74 ---- ! I { ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI 0 0 • • • • �` . • • • 00 r•rnTrr•1 lnnr•n1 n r• rnn n1 i CITr cnn c nnrnnnnTlnnl rnn BOTTOM OF FOOTING b'b UEV I ��nIVI�HL, P.C. FOR MILL JI i L wILS PREPAnMI IViv rvn ELEV. =VARIES D D A a D D D AQaD A Qa o D n Q a D A Q a D D n pD DD FOUNDATIONS AND CONCRETE SLAB -ON GRADE. aDA° QD Q °Apace QDn°a 4 A ° ADDAn Q n °Apace aDn°a Q n ° nDDA 4 A ° nDOn o n00n oa Q Q aD A 3"CLEAR AQ D A DQQ D A QaD DQD AQaD A D Q D A QaD DD QaD DQDDDDQDDQp Dn 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON 3 CLEAR ALL AROUND GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL REFER TO "FOOTING SCHEDULE" ON STRUCTURAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI DRAWING S1.1 FOR FOOTING SIZE AND REINFORCING GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION /71 3/411 = 1'-011 S3.1 TOP OF SLAB ON GRADE ELEV. = 0'-0" 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 2 LAYERS OF 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. +/-2" CLEAR TO TOP OF RADIANT HEAT TUBES is a s 0a a A poa0a e a e a 0d a po�0a a s Da�� _ 4 0 Q Oo0U 00 I { I CONTINUOUS PRE -MOLDED JOINT FILLER AND SEALANT ALTERNATE DESIGN OPTION NO. 2 6" RA_DIANT HEAT _CONCRETE SLAB ON GRADE _ _ _ I� REFER TO PLAN ON DWG. S1.2 AND SECTION 6A/S3.1 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 1 TOP OF SLAB ON GRADE { ELEV. = U-0" rx x x x x x v op -t -p op o p0�0aea'e0 a0a°ae0Do0°d°a0 a0d°adOp00aA4 o�,Qo 0 O o0� 0� 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 7 4 C TnD Anln onp-rnnn r-n nl Tiny ink Ic L tY J I lJr /-1wu uV I I VIVI, I.VN I IIV U0 US # 4 AT 18" o.c. VERTICAL 2" # 4 AT 12"o.c. HORIZONTAL EACH FACE # 5 AT 18"o.c. VERTICAL DOWELS 2 x 8 CONTINUOUS FOOTING FORMED KEY 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR BOTTOM OF i !I ow i SECTION NOTE: SECTION 6A/S3.1 IS INTENDED TO SPECIFY 6" THICK RADIANT HEAT CONCRETE SLAB ON GRADE AS PART OF ALTERNATE DESIGN OPTION #2 ONLY. REFER TO FOUNDATION SECTION 6/S3.1 FOR FOUNDATION WALL DIMENSIONS AND REINFORCING, UNDERSLAB SOIL PREPARATION, ION, AND REMAINDER OF DETAIL NOT SHOWN. SECTION 6A 3/411 = 1'-011 53.1 8" REINFORCED MASONRY WALL, REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR SIZE AND SPACING OF REINFORCING. 4" LONG L6x4(V)x3/8 CLIP ANGLE LOCATED AT EACH VERTICAL REINFORCING BAR. FASTEN ANGLE TO TOP OF CONCRETE WALL WITH 1/2" DIA. EXPANSION BOLT. PROVIDE 3 1/4" EFFECTIVE EMBEDMENT. 00 2" CLEAR CONTINUOUS VERTICAL GALVANIZED /211 DOVETAIL ANCHOR SLOT AT 16" o.c. 1/2" # 5 CONTINUOUS AT SHELF 00 CONTINUOUS PRE -MOLDED JOINT FILLER AND SEALANT. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 VV2.1 x W2.1 WELDED WIRE FABRIC. G o d o v DQ d o v ddd o ddd G Gdd o d a D d e do- dd�d440pp0dd d� dOdddOppOddddO d0d ddd d0dd ddd a0da daa0�a0°°e°a 0 o io z_ ��po 0o0 0.69 411 VAPOR RETARDER 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 2 CLEAR REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN FOOTING ELEVATIONS, TYPICAL. 3 CLEAR GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL I o ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI 0 0 0 �' GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION FOR BOTTOM OF FOOTING O oo Oo FOUNDATIONS AND CONCRETE SLABS ON GRADE. ELEV. = VARIES e00 40 Odo°a a Od oa 01 °Odo° a- dVA, a 0�4 3" CLEAR OD ©op OVQa a ,oI ADaQOD p a° a ad o A ad 6" 1'-4" 6" 6 MINIMUM THICK LAYER OF 3/8 CRUSHED STONE BASE ON GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL 21 / 11 ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI 41 `t GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 6 3/4" =1'-0" S3.1 SECTION NOTE: SECTION 2A/S3.1 IS INTENDED TO SPECIFY 6" THICK RADIANT HEAT CONCRETE SLAB ON GRADE AS PART OF ALTERNATE DESIGN nPTInN tt? nNl V RFFFR Tn Fnl INr1ATInN SFCTInN/SR 1 FnR 101-12 FOUNDATION WALL DIMENSIONS AND REINFORCING, UNDERSLAB SOIL PREPARATION, AND REMAINDER OF DETAIL NOT SHOWN. .L TOP OF SLAB ON GRADE Y ELEV. = 0'-0" _x x x x x- >do4d00a Dd ,,4 A Ooae4po aD\ 4 0 oDddOD 0a d 0 OpadOD pa OpaeOD 6 a a 0 �SnQO �pdd REFER TO COLUMN SCHEDULE ON STRUCTURAL DRAWING S5.1 AND S5.2 FOR COLUMN SIZE AND STRUCTURAL PLANS FOR LOCATION. - REFER TO COLUMN BASE PLAN DETAILS FOR BASE PLATE SIZE AND ANCHOR ROD LAYOUT. PROVIDE 2" DRY -PACK, HIGH STRENGTH, NON -SHRINK GROUT BENEATH BASEPLATE. ANCHOR RODS SHALL BE TIED IN PLACE PRIVY( TO C.ONCRE T E PLACEMEN I. NO WET SETTING OF ANCHOR RODS IS ALLOWED. TOP OF SLAB ON GRADE 1 \ `r ELEV. = 0'-0" rx x x x--- I I I I I I I I i I I I I I I I I � I I I I I I I I I I I 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 2 L AYFRS OF 6 x 6 W2,1 x W2,1 WR DFn WIRF FABRIC. +/-2" CLEAR TO TOP OF RADIANT HEAT TUBES QDQaDOp �°pDQ aDDp D°A DDaDDo°A pD°DoA DD°n°QD °n°n pD n apAn aDAa De DQDAQ Da A D DDDAD D DQD O��O goo SECTION 2A 3/4" =1'-0" 53.1 COLUMN POCKET, FILL WITH SAME CONCRETE MIX AS CONCRETE SLAB ON GRADE AFTER BUILDING DEAD LOAD IS IN PLACE. REFER TO TYPICAL DETAIL 1/S3.0. ALTERNATE DESIGN OPTION NO. 2 6" RADIANT HEAT CONCRETE SLAB _ON_GRADE REFER TO PLAN ON DWG. S1.2 AND SECTION 2A/S3.1 5 THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. °e pa d O 0p VDdd Od d O 00 0oa e 0 00 OD I aD ° aD ° aDaD D A °°1-- d O ODddOD a d O ODddOD Da OpadOD d° I pADQDD ADD D D po00a Qo 0goodOoO C(1'1 2" CLEAR, TYPICAL VAPOR RETARDER REINFORCED CONCRETE PIER CENTERED ON COLUMN I -I- 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE GRID LINES U.O.N., REFER TO PIER SCHEDULE FOR SIZE I „ MINIMUM „„„� „� , ,� �T�� STRUCTURAL T AND REINFORCEMENT ON STRUCTURAL DRAWING S1.1. °�" OVER i6 LHYtI( Vt COMPACTED l tU J I KUl l UKHL 1 REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. - RnT nKA OF FUUTING ELEV. = VARIES 3" CLEAR -I 3" CLEAR ALL AROUN SECTION NOTE: SECTION 1A/S3.1 IS INTENDED TO SPECIFY 6" THICK RADIANT HEAT CONCRETE SLAB ON GRADE AS PART OF ALTERNATE DESIGN OPTION #2 ONLY. REFER TO FOUNDATION SECTION 1/S3.1 FOR FOUNDATION WALL DIMENSIONS AND REINFORCING, UNDERSLAB SOIL PREPARATION, AND REMAINDER OF DETAIL NOT SHOWN. �I. TOP OF SLAB ON GRADE 1 FILL. REFER TO GEOTECHNICAL ENGINEER S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. - I REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH - - CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH I CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL • ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI C;FOTFCHNICAI PC FOR AI I SITE SOII S PREPARATION FOR D A aD FOUNDATIONS AND CONCRETE SLAB -ON GRADE. Da DD D D aD DDa DD D n a DD DnD Da DD a A a DD DnD Da DD DnD Dn D e D Dn D p DD DDQa DADD DQ DDnD DQ a a D Q DDDD E, oDDAD° CA DDD D a n DDQ� pDD C, pD p Q o aD ana aD QDn QDn � 0 0 0 0 0 0 0 () 0 0 0 0 0 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON I Poo Fo'. goo Oo GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL REFER TO "FOOTING SCHEDULE" ON STRUCTURAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. DRAWING S1.1 FOR FOOTING SIZE AND REINF NG SECTInN 2 3/411 = 1'-011 S3.1 SECTION NOTE: SECTION 5A/S3.1 IS INTENDED TO SPECIFY 6" THICK RADIANT HEAT CONCRETE SLAB ON GRADE AS PART OF ALTERNATE DESIGN OPTION #2 ONLY. REFER TO FOUNDATION SECTION 5/S3.1 FOR FOUNDATION WALL DIMENSIONS AND REINFORCING, UNDERSLAB SOIL PREPARATION, AND DrKAAINDER OF DETAIL IY'VT SHO A/r\l. TOP OF SLAB ON GRADE ELEV. = 0'-0" 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 2 LAYERS OF 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. (�+/-Z I,LLAM I V I VY VF �8 I RADIANT HEAT TUBES QD ° aDDQQ pa4DpaQDD°aDaD�aD QDQDDaDD aQQD oDo DADA O o O moo goo 0 T SECTION 5A 3/41I = 1'-011 S3.1 CONTRACTOR NOTE: BEND DOWN DISCONTINUOUS FOUNDATION WALL REFER TO COLUMN SCHEDULE ON STRUCTURAL DRAWING S5.1 AND HORIZONTAL REINFORCEMENT AT COLUMN POCKET 1'-211 S5.2 FOR COLUMN SIZE AND STRUCTURAL PLANS FOR LOCATION. EACH SIDE. EXTEND V-0" BELOW BOTTOM OF POCKET. O.F. WALL I COLUMN POCKET, FILL WITH SAME CONCRETE MIX AS REFER TO TYPICAL DETAIL 4/S3.0, "TYPICAL I CONCRETE SLAB ON GRADE AFTER BUILDING DEAD FOUNDATION WALL ELEVATION". LOAD IS IN PLACE. REFER TO TYPICAL DETAIL 1/S3.0. REFER TO COLUMN BASE PLAN DETAILS ON ALTERNATE DESIGN OPTION NO. 2 DRAWINGS S5.3 THRU S5.5 FOR BASE PLATE 6" RADIANT HEAT CONCRETE SLAB ON GRADE - - - _ SIZE AND ANCHOR ROD LAYOUT. PROVIDE REFER TO PLAN ON DWG. S1.2 AND SECTION 5A/S3.1 2" DRY -PACK HIGH STRENGTH NON -SHRINK 5" THICK CONCRETE SLAB -ON GRADE REINFORCED GROUT BENEATH BASEPLATE. WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. i 711 TOP OF SLAB ON GRADE ELEV. = 0'-0"x x x x x x x COLUMN POCKET FILL WITH SAME CONCRETE o D - MIX AS CONCRETE SLAB ON GRADE AFTER °�DD`D° D �D ADQ°DD Q A A DQQ n n DQ BUILDING DEAD LOAD IS IN PLACE. REFER TO �a04a09 2� TYPICAL DETAIL ON STRUCTURAL DRAWING S3.0. I - - D DQ�DDQD D a p goo a O o CONTINUOUS VERTICAL GALVANIZED { I O ° o VAPOR RETARDER DOVETAIL ANCHOR SLOT AT 16" o.c. 1 I - 601'-0" APPROXIMATE FINISH GRADE, { I I 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE REFER TO GRADING PLAN. { ,I OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL - " REFER TO STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT ! � _ DRAWING S1.2 AND S1.3 FOR I DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. TOP OF SHELF ELEVATIONS. ANCHOR RODS SHALL BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. NO WET SETTING OF ANCHOR RODS IS ALLOWED. TOP OF VENEER SHELF + - - ELEV. = VARIES --r REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 5 1/2" CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH WALL REINFORCING CONTINUOUS , I CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN THROUGH PIER, REFER TO FOUNDATION I� I n - - GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL SECTION 4/S3.1 FOR SIZE AND SPACING. ENGINEERS REPORT DATED APRIL 19, 2018 BY WELTI { ( --11/2" CLEAR GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION AT ALL TYPICAL AT PIER FOUNDATIONS AND CONCRETE SLABS ON GRADE. REINFORCING n _ _ CONTINUE FOUNDATION WALL FORMED ! I REINFORCED CONCRETE PIER OFFSET FROM COLUMN GRID LINES. REFER TO KEY THROUGH CONCRETE PIER BASE. ( { I COLUMN SCHEDULE FOR COLUMN BASE DETAIL DESIGNATION AND ! i { CORRESPONDING PLAN DETAIL FOR CONCRETE DIMENSIONS. REFER TO REFER TO STRUCTURAL DRAWING I ! I FOUNDATION PLANS ON STRUCTURAL DRAWINGS S1.1 AND S1.2 FOR PIER SIZE 51.2 AND S1.3 FOR BOTTOM OF ! - _ = AND PIER SCHEDULE ON STRUCTURAL DRAWING S1.0 FOR REINFORCEMENT. FOOTING ELEVATIONS, TYPICAL. J ! BOTTOM OF FOOTING O o09 goo ELEV. =VARIES D D D n Qa D°n I" D A Q DOA D a D°A D D DA DQDDADA aDnQaaaoeQD°paDe°o�Aaano6DQaD aDDAno°QaaDpD aDDA Q° nD D Qn0 3 CLEAR 3" CLEAR, TYPICAL REFER TO "FOOTING SCHEDULE" ON STRUCTURAL 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OR DRAWING S1.1 FOR FOOTING SIZE AND REINFORCING COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL CENTER FOOTING BENEATH CONCRETE PIER ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI SECTION 5 GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. 3/411 = 1'-011 53.1 ELEV. = 0'-0" 1'-211 O.F. WALL I REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL CONSTRUCTION APPROXIMATE FINISH GRADE, REFER TO GRADING PLAN - REFER TO STRUCTURAL 6 THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 2 LAYERS OF 6 )c 6 W2.1 x W2.1 WELDED WIRE FABRIC 8" r-+/-2" CLEAR TO TOP OF I RADIANT HEAT TUBES SECTION 1A 3/411 = 1'-011 S3.1 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS ALTERNATE DESIGN OPTION NO. 2 6" RADIANT HEAT CONCRETE SLAB _ON_GRADE REFER TO PLAN ON DWG. S1.2 AND SECTION 1A/S3.1 I 5" THICK CONCRETE SLAB -ON GRADE REINFORCED { nRAln/ING S1 2 ANn S13 FOR Imo{ i / WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. TOP OF SHELF ELEVATIONS. 11 { I 7{ TOP OF SLAB ON GRADE a�DDO vD a DpO n ° QnpDDQDD DA°A°DaQp4DA°DaQD �� aD00Q°p°Da��DQ p°D a DQD # 4 AT 18 o.c. VERTICAL DQO pDQ4 D�aDQ a D Q DDa a 4 I,oanoan Do 0 0 0 0 goo VAPOR RETARDER # 4 AT 14"o.c. HORIZONTAL EACH FACE ;goo 0 0 0 ;1'-0" 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE # 5 AT 18"o.c. VERTICAL DOWELS r��rrD I CH nA1 KIK A] InA I AVrD nr nnn r'Trn CTDI If-rI IDAI LJVcn tV IV] IVIVIVH IVI LI L(\ Vr I.VIVIrMk_ I LV.3I1 UFNML FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT 2x6 CONTINUOUS FOOTING FORMED KEY DATED APRIL 19, 2018 BY WELT] GEOTECHNICAL, P.C. 2 # 5 TOP AND BOTTOM, CONTINUOUS 2 CLEAR TYPICAL REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB ON GRADE FLOORS AND REPLACE WITH 3 # 4 CONTINUOUS IN CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN FOUNDATION WALL FOOTING GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL o ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI �� Po o GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION FOR BU I I UIVI OF FOU I IIVG 00� goo" FUUIVDA I TUNS AIVD CUIVCRE I E SLABS UIN GRADE. ELEV. = VARIES ap0 D° A aaD ono D° Q ape Q D A D DQ Q aDA°aD Q n° AD n n Q a0 QaD D D A QaD Da ° 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON REFER TO STRUCTURAL DRAWING 3" CLEAR GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OF S1.2 AND S1.3 FOR BOTTOM OF 6" 1'-211 6" COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL FOOTING ELEVATIONS, TYPICAL. ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI 2 -2 GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTmN �1 3/411 = 1'-0" S3. SECTION NOTE: SECTION 4A/S3.1 IS INTENDED TO SPECIFY 6 THICK RADIANT HEAT CONCRETE SLAB ON GRADE AS PART OF ALTERNATE DESIGN OPTION #2 ONLY. REFER TO FOUNDATION SECTION 4/S3.1 FOR FOUNDATION WALL DIMENSIONS AND REINFORCING, UNDERSLAB Sniff PREPARATION ANIn RFN/IAINnFR nF F)FTA11 NOT SHOWN, TOP OF SLAB ON GRADE ELEV. = U-0" REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL CONSTRUCTION. 2 # 5 AT TOP OF WALL, CONTINUOUS TOP OF SLAB ON GRADE ELEV. = 0'-0" 2" CLEAR # 4 VERTICAL AT 18 ox. CONTINUOUS VERTICAL GALVANIZED DOVETAIL ANCHOR SLOT AT 16" o.c. # 4 AT 14"o.c. HORIZONTAL EACH FACE APPROXIMATE FINISH GRADE, REFER TO GRADING PLAN. REFER TO STRUCTURAL ` DRAWING S1.2 AND S1.3 FOR TOP OF SHELF ELEVATIONS. -� CONTINUOUS HORIZONTAL # 5 BAR AT BRICK SHELF. 5 1/2" 2" CLEAR # 4 BENT BAR AT 18 o.c. - # 5 VERTICAL DOWEL AT 18" ox. 2 x 6 CONTINUOUS FOOTING FORMED KEY 1'-2" O.F. WALL F 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 2 LAYERS OF 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 3/4" = 1'-011 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS ALTERNATE DESIGN OPTION NO. 2 6" RADIANT HEAT C_ON_CRETE_SLAB ON- GRADE- - - - _ REFER TO PLAN ON DWG S1.2 AND SECTION 4A/S3.1 I 5" THICK CONCRETE SLAB -ON GRADE REINFORCED ! WITH 6, x 6 W2.1 x W2.1 WELDED WIRE FABRIC. cDpQQ A D Q D°aD a DDO v p -4- "D -n QaDDQOpp°QaDaDD DADADDQQDADA°pa paQaDDaQ ap4Da go oA DOO O O 0 goo �� VAPOR RETARDER goo O 0 O 1'-011 REVISIONS CONFORMED SET MARCH 22, 2019 S I A I E PROJECT NO. 132-0089 N PHASE 2 OF 5 I BARD AND 0 M PANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 I' 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT f11(\1 T Tl DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. i iu JE1 �K{_ '--- PILON REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH NELSON CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 1/2" GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ARCHITECT S z ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION AT ALL 30 J O R D N LANE 1O FOUNDATIONS AND CONCRETE SLABS ON GRADE. wErFi(860) 5 3- cr. oslos L 0 6 � -11-2" CLEAR 2 # 5 AT BOTTOM OF WALL, CONTINUOUS # 5 HORIZONTAL AT 12" o.c. REFER TO STRUCTURAL DRAWING AT TOP OF FOOTING S1.2 AND S1.3 FOR BOTTOM OF 3" CLEAR FOOTING ELEVATIONS, TYPICAL. ocQn411 0O o -1 BOTTOM OF FOOTING o o0U gO�o 0 ELEV. = VARIES QaDD QQaD Dn D°AD D°o D paDDD �aDDe aD D onp D QaDDA°aDDA °a Dnpn 3" CLEAR °DA Qa apAQpaa DAQp�A an �DaaD aDD°4°°QQaD DD a�)n a° aD QQD Q D 8 CONTINUOUS HORIZONTAL # 4 BARS, 11.211 11_211 31 811 3" CLEAR, TYP. DISTRIBUTED EVENLY AS SHOWN. 6'-0" 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON GEOTEXTILE FABRIC OVER NATURAL SECTION INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. 4 REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 3/411 = 11-011 3�_l TITLE FOUNDATION SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S391 REVISIONS CONFORMED SET MARCH 22, 2019 1" CONTINUOUS CHAMFER, TYPICAL EACH SIDE OF WALL. ELEV. = REFER TO SITE DRAWINGS FACE OF CONCRETE WALL ABOVE GRADE AT RAMP AND LANDING IS EXPOSED TO PUBLIC VIEW, REFER TO PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS. # 4 VERTICAL AT 18" o.c. APPROXIMATE FINISH GRADE, REFER TO GRADING PLAN. - 2" CLEA GALVANIZED PIPE SLEEVE AT RAILING POST LOCATIONS, COORDINATE RAILING SYSTEM WITH ARCHITECTURAL DRAWINGS. APPROXIMATE FINISH GRADE, REFER TO GRADING PLAN. 2 # 5 AT TOP OF WALL; CONTINUOUS # 4 AT 12"o.c. HORIZONTAL EACH FACE 2" CLEAR 2411 #4 AT 10" o.c. EPDXY COATED DOWELS 24 WITH 2 CONTINUOUS #3 TIES 4" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x Fl 1A2.1 x 1N2,1 FPDXY COATFD WFI nFI) WIRF FABRIC, SURFACE FINISH TO MATCH SIDEWALK REFER TO SITE DRAWINGS FOR SIDEWALK REFER TO FOL NDATION PLAN FOR IMENSION AND DOWEL PINS AS REQUIRED. COORDINATE WITH SITE DRAWI GS 1'-011 PITCH DOWN TOP OF SLAB ON GRADE 1/4" PER FOOT ELEV. = 0'-0" 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS AROUND THREE SIDES OF SLAB EDGE AND BOTTOM 30" #4'U' SHAPED REBAR AT THRESHOLD OPENING, MAINTAIN 3" CLEAR, TYPICAL ALL SIDES. 30" "A f`fll.ITlxIl lnl IC TD rVrnln 'loll r\/fl�n i tt'+k-UN I IIVVIJVJ, CA I I- I N U L'-t OCTVIVV THRESHOLD OPENING EACH SIDE. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. V-011 na_ o o°D c° D o9p., �P #3 PLAIN TIE SET AT EACH ° 0 Oo 0 L VAPOR RETARDER 2#4 CONTINUOUS TOP AND N EXTERIOR SLAB DOWEL O° o BOTTOM. DOWEL ENDS INTO 6" 1'-0" FOUNDATION WALL AT EACH END. REFER TO SECTION 1/S3 1 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE # 5 VERTICAL DOWEL AT 18" ox. 2 x 8 CONTINUOUS FOOTING FORMED KEY • # 5 HORIZONTAL AT 12" o.c. 2 # 5 AT BOTTOM OF WALL, CONTINUOUS AT TOP OF FOOTING REFER TO STRUCTURAL DRAWING ,-3" CLEAR S1.2 AND S1.3 FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. BOiII OM OF FOOTiivG v� ELEV. =VARIES 3" CLEAR Q aD°D eDD 8 CONTINUOUS HORIZONTAL # 5 BARS, 1'-2" DISTRIBUTED EVENLY AS SHOWN. SECTION ?411 #4 AT 10" ox. EPDXY COATED DOWELS 24" WITH 2 CONTINUOUS #3 TIES 4" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 7, ° n-a; o °a 0 a,q' ° 4 D D ° k°Da Q aD ° A D bDeh aD ° ° I,Q D e as DaD Q° a e 1'-411 T-611 61-0'1 53.2 6 x 6 W2.1 x W2.1 EPDXY COATED WELDED WIRE FABRIC. SURFACE FINISH TO MATCH SIDEWALK REFER TO SITE DRAWINGS FOR SIDEWALK REFE TO FOUNDATIO\PL N AND DOWEL PINS AS REQUIRED. COORDI ATE WITH SITE DRAW] GS 1'-0'. PITCH DOWN TOP OF SLAB ON GRADE 1/4" PER FOOT ELEV. _ -3'-411 #3 PLAIN TIE SET AT EACH 2#4 CONTINUOUS TOP AND EXTERIOR SLAB DOWEL BOTTOM. DOWEL ENDS INTO # 5 AT 18"o.c. FOUNDATION WALL AT EACH END. VERTICAL DOWELS 2x8 CONTINUOUS FOOTING FORMED KEY dap D°D oDpDap o oD4D° 3 # 4 CONTINUOUS D D 811 D IN FOUNDATION WALL FOOTING 0 rl BOTTOM OF FOOTING o0 3" CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. UU 2'-8" 0. F. WALL i REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR CLERESTORY 1" THICK HIGH DENSITY INSULATION AND $FAI ANT CONTINl1Ol IS AROI IND THRFF SIDES OF SLAB EDGE AND BOTTOM 30" #4'U' SHAPED REBAR AT THRESHOLD OPENING, F MAINTAIN 3" CLEAR, TYPICAL ALL SIDES. 1 #4 CONTINUOUS, EXTEND 24" BEYOND 30 THRESHOLD OPENING EACH SIDE. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. F-- 8" aD apoeVODeDQ D°aODDaDD�DpDp DaQDeDDD� ap°e4 D DoO��DoQDDpoa�DDaD og�0 as a QD D a gOo 0 o o 9,rZ _ 0 " 8". 1'-0goo # 4 AT 18"o.c. VERTICAL # 4 AT 12"o.c. HORIZONTAL EACH FACE 2 CLEAR 2 # 5 TOP AND BOTTOM, CONTINUOUS T CLEAR r- 3" CLEAR 111-311 • OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FOR WALL AND FOOTING _-211 CLEAR, TYPICAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT REINFORCEMENT �D D°qDD DQppD oo DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. De a °p°D°0 a n a 2x6 CONTINUOUS D D D D D FOOTING FORMED KEY REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 8" CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH ti CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 3 CLEAR, TYPICAL GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL �o o ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. BOTTOM OF FOOTING o o0U Oo 0 DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR ELEV. =VARIES QaDDD D° dap oD D QapDD �o ° oD ep °Da Q D° FOUNDATIONS AND CONCRETE SLAB -ON GRADE. aDn 4° a Q aDe a 4 ° ° a aaD D a D A QaD D° REFER TO STRUCTURAL DRAWING 3" CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE S1.2 AND S1.3 FOR BOTTOM OF OVER NATURAL INORGANIC SOILS OF COMPACTED FOOTING ELEVATIONS, TYPICAL. 6 1-2 6 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 2 2 FOR FOOTING EXCAVATION REQUIREMENTS. SECTION r2 3/411 = 1'-011 S3.2 2411# 24tl 4 BENT DOWEL AT 18" O.C. WITH TWO CONTINUOUS # 3 TIES IN SLAB. .OT 2 # 5 TOP AND BOTTOM, CONTINUOUS - OP N CONTINUOUS PRE -MOLDED JOINT FILLER AND SEALANT. 2 x 8 CONTINUOUS WALL FORMED KEY 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. Q_� a a �nDo aO. �O. °op� a°DpaQvnD"epD°gEtI-& paQvnD npD°Qv o °DDaQDeD e\)DQ°DAD ADOaQ�6D x o 0 O0 goO goo0 O00 VAPOR RETARDER 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 2" CLEAR CONCRETE SLAB ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL � DeD Ile- aODeD eDo DeDDC1DDa4DeD°e�0a0DnD e0� DeD e D�aQOsDD°Do OpD pDopDpD oD° og�200g,�0,, go0 00 o ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 4" MINIMUM THICK LAYER OF 3/4" CRUSHED # 4 AT 12"o.c. HORIZONTAL EACH FACE STONE BASE OVER 16 MINIMUM LAYER OF 2 CLEAR # 5 AT 18"o.c. VERTICAL DOWELS COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 2 x 8 CONTINUOUS FOOTING FORMED KEY REFER TO STRUCTURAL DRAVV ING S1.2 AND S1.3 FOR BOTTOM OF 3" CLEAR FOOTING ELEVATIONS, TYPICAL. - 0 ;--, Jo ° BOTTOM OF FOOTING O oo goo 0 ELEV. = VARIES QaDDD DO°DDD °p D QaODD �o °� r °°p° D QapD° 4a ELEV. VARIES QaDDD D°°D D D°p 0 QapDD °p p Donp p Q p° 4 ° ° a 4 °DDe ao a0° ° a a D D aDD o Q aDOe ° aD aDe aDe a a 3" CLEAR a a D° D p° a c D DaD 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON REFER TO STRUCTURAL DRAWING GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OF 51.2 AND 53.3 FOR BOTTOM OF 6" 1' 4" 6" COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL 6" 1'-4" 6" FOOTING ELEVATIONS, TYPICAL. 2 4 ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI 2'-411 GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION r4 16 3/4" = 1'-0" S3.2 I 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING OF MASONRY WALL. EMBED DOWEL 24" IN CONCRETE FOUNDATION WALL. REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. APPROXIMATE FINISH GRADE, REFER TO SITE DRAWINGS - TOP OF SLAB ON GRADE ELEV. = 0'-0" REFER TO PLAN 8" REINFORCED MASONRY WALL, REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR SIZE AND SPACING OF REINFORCING. 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. aD ° D aD a � .i.,.00 a � aDaDD�DDQ°aDODaDD DDpaQD°D° Da-m 0� 4D°DaD�a�D00 DDD°� aD II # 4 AT 18"o.c. VERTICAL 4 o a an o 0 # 4 AT 12"o.c. HORIZONTAL EACH FACE ' 0 Q ° ° ° VO0 00 VAPOR RETARDER # 5 AT 18"o.c. VERTICAL DOWELS 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL 2 x 8 CONTINUOUS FOOTING FORMED KEY FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT 2 # 5 TOP AND BOTTOM, CONTINUOUS DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 3 # 4 CONTINUOUS IN 2 CLEAR REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH FOUNDATION WALL FOOTING CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 3" CLEAR GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 0 3" CLEAR ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. os po o DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR BOTTOM OF FOOTING 0.69 o0 0 FOUNDATIONS AND CONCRETE SLAB -ON GRADE. =VARIES ° a a0eD a °D D aa� pa ° D°o 6ELEV. De a° a0 acD D D ° °c Da REFER TO STRUCTURAL DRAWING 6" 1'-4" 6" 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE S1.2 AND 51.3 FOR BOTTOM OF XOVER NATURAL INORGANIC SOILS OR COMPACTED FOOTING ELEVATIONS, TYPICAL. 2'-411 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION r7 3/411 = 1'-011 �_2 4" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 EPDXY COATED WELDED WIRE FABRIC. SURFACE FINISH TO MATCH SIDEWALK REFER TO SITE DRAWINGS FOR SIDEWALK REFER TO FOU DATION PLAN AND DOWEL PINS AS REQUIRED. COORDINATE WI H SITE DRAWINGS L PITCH DOWN 1/4" PER FOOT 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. Cl 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. SECTION NOTE: SECTION 1A/S3.2 IS INTENDED TO SPECIFY 6" THICK RADIANT HEAT CONCRETE SLAB ON GRADE AS PART OF ALTERNATE DESIGN OPTION #2 ONLY. REFER TO FOUNDATION SECTION 1/S3.2 FOR FOUNDATION WALL DIMENSIONS AND REINFORCING, UNDERSLAB SOIL PREPARATION, AND REMAINDER OF DETAIL NOT SHOWN. TOP OF SLAB ON GRADE ELEV. = 0'-0" 24fl #4 AT 10" o.c. EPDXY COATED DOWELS 24" WITH 2 CONTINUOUS #3 TIES 4" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 EPDXY COATED WELDED WIRE FABRIC. SURFACE FINISH TO MATCH SIDEWALK REFER TO SITE DRAWINGS FOR SIDEWALK AND DOWEL PINS AS REQUIRED. TOP OF SLAB ON GRADE ELEV. = 0'-0" - -- 2 # 4 CONTINUOUS TOP AND BOTTOM. DOWEL ENDS INTO FOUNDATION WALL AT EACH END. - TOP OF SLAB ON GRADE ELEV. _ -T-4"000" -15 --- --- • D' a QD°DDp DDD DDQDeDe D°aQDeD°nDo DeDe Dm 711 IDaa 40 aDD ill p4OD�OODaQ°0 °`' 2 # 4 CONTINUOUS TOP AND 1° # 4 AT 18"o.c. VERTICAL o go 0 ate' gOo ° BOTTOM. DOWEL ENDS INTO # 4 AT 12 o.c. HORIZ. VAPOR RETARDER FOUNDATION WALLAT EACH END. EACH FACE 1 0 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE # 5 AT 18"o.c. OVER 16 MINIMUM LAYER OF COMPACTED STRUCTURAL VERTICAL DOWELS FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT �aDeD Doapn a DpD 0° 2" CLEAR DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. DD 0°a oDODOD��ln - T 2 # 5 TOP AND BOTTOM 2" CLEAR g REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 3 # 4 CONTINUOUS CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH IN WALL FOOTING CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 3 CLEAR GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 3 CLEAR q 0g 0 r, ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI Q `6' GEOTECHNICAL P.C. FOR ALL SITE SOILS PREPARATION FOR O o BOTTOM OF FOOTING 09 goo ELEV. =VARIES I> Do f °DaDD D D aDeDaD 4 D° D D �Dn a o D 4 REFER TO STRUCTURAL DRAWING 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON 51.2 AND 51.3 FOR BOTTOM OF 6" 1'-4" 6"ll GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OR FOOTING ELEVATIONS, TYPICAL. 2 4 COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION r6 3/411 = 1'-011 S3.2 1 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 2 LAYERS OF 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC I f.111 111 /`I rA fl AIA1 Tl'l Toil SECTION rlA 3/411 = 1'-0" 53.2 41-011 PIICH DOvviv 1/4" PER FOOT 1-0 il #3 PLAIN TIE SET AT EACH EXTERIOR SLAB DOWEL - # 4 AT 14"o.c. HORIZONTAL EACH FACE - �D D D°aD D D D o Do �aOeD p ap°D°04a0eD°D D°DDD D # 4 AT 18"o.c. VERTICAL - 811 # 5 AT 18"o.c. VERTICAL DOWELS 2x6 CONTINUOUS FOOTING FORMED KEY 2 # 5 TOP AND BOTTOM, CONTINUOUS - 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 1 V-2" O.F. WALL 1" THICK HIGH DENSITY INSULATION AND SFAI ANT CONTINIint Iq AROIIND THRFF SIDES OF SLAB EDGE AND BOTTOM 30" #4'U' SHAPED REBAR AT THRESHOLD OPENING, C MAINTAIN 3" CLEAR, TYPICAL ALL SIDES. 11 #4 CONTINUOUS, EXTEND 24" BEYOND 30 THRESHOLD OPENING EACH SIDE. ALTERNATE DESIGN OPTION NO. 2 6" RADIANT HEAT CONCRETE SLAB ON GRADE _ - REFER TO PLAN ON DWG. S1.2 AND EC STION 1A/S3.2 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. i I 8" x if fe x _x_ x x x x x x a D Da DD �DDpO°D0Q OD DeDDA D aDD °aOD�DD° D°DDDa°� ° aQ Da4�a4, papa ooAD aA 0? 0 0 0 goo 0 VAPOR RETARDER IM, goo 0 • I 4" MINIMUM THICK LAYER OF 3/411 CRUSHED STONE BASE 6" 11-011 OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 2" CLEAR TYPICAL REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREAI ED BY WELT 1 GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 0 0 oQ��,�-,o BOTTOM OF FOOTING o go;�0 ELEV. =VARIES \Q Ne QoQO�DD p D4� N X Q "A 4 Q'a o I, v p° REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR BOTTOM OF 6" V-2" 6" 11 FOOTING ELEVATIONS, TYPICAL. 21-211 SECTION 1 3/411 = 1'-011 53.2 3' #5 CONTINUOUS AT TOP OF WALL TOP OF WALL ELEV. = 0'-0" I { 111 2" CLEAR- APPROXIMATE FINISH GRADE, 2 1/2" REFER TO GRADING PLAN. TOP OF VENEER SHELF ELEV. = VARIES ( 174" REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR TOP OF SHELF ELEVATIONS. i TOP OF SLAB ON GRADE in ELEV. = -T-4" 5 1/2" x- 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. 8" REINFORCED MASONRY WALL, REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR SIZE AND SPACING OF REINFORCING. 4" LONG L6x4(V)x3/8 CLIP ANGLE LOCATED AT EACH VERTICAL REINFORCING BAR. FASTEN ANGLE TO TOP OF CONCRETE WALL WITH 1/2" DIA. EXPANSION BOLT. PROVIDE 3 1/4" EFFECTIVE EMBEDMENT. CONTINUOUS VERTICAL GALVANIZED DOVETAIL ANCHOR SLOT AT 16" o.c. 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. #5 CONTINUOUS AT VENEER SHELF ' da ada a dada o ad a4 � a 40ea d4e4e dpe aeDe0�d 480d e4d0 40e 4A0 „ I'4o 4 w �d<7 d Ov O44 G44 4 0 d 40 #4AT18 ox.VERTICAL 4e�e4e�D�04e d� 4O64dODpO4e4eapd4Oee44 4e0'e 4a�4e4140e0 I O O ��rQO # 4 AT 12"o.c. HORIZONTAL EACH FACE o °o oC° � VAPOR RETARDER # 5 VERTICAL DOWEL AT 18 o.c. 2" CLEAR 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE EACH SIDE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL 2 x 8 CONTINUOUS FOOTING FORMED KEY + FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 2 # 5 AT BOTTOM OF WALL, CONTINUOUS REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB ON GRADE FLOORS AND REPLACE WITH 3 CLEAR, TYPICAL CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 3" CLEAR I GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI rl O o oU gOo 0 GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION FOR BOTTOM OF FOOTING 071. ELEV. = VARIES dOpd40 OAo44� 04 Opp 40Ao4 do4 OpP4 FOUNDATIONS AND CONCRETE SLABS ON GRADE. 0� a a a D ao4e4o Q 4 A a4A0 D e 4 Of i REFER TO STRUCTURAL DRAWING 4 d 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON S1.2 AND S1.3 FOR BOTTOM OF 6" 1141 6" GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OR FOOTING ELEVATIONS, TYPICAL. COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL 2'-4" ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 5 3/411= 1'-011 53.2 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I RARD EAND O M PANY LP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 4, �'te,e3leileet�[NFle�.f ..O NNFc e°°�. iQ 0.15 iviOS ER ' PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FOUNDATION SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S3.2 CD 0 kn N N 0 N `m E m z U .o z I1 1'-2" O.F. WALL I II I� I REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL CONSTRUCTION 1" THICK HIGH DENSITY INSULATION CONTINUOUS VERTICAL GALVANIZED I' AND SEALANT, CONTINUOUS DOVETAIL ANCHOR SLOT AT 16 ox. r ' I 5" THICK CONCRETE SLAB -ON GRADE REINFORCED APPROXIMATE FINISH GRADE, WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. REFER TO GRADING PLAN I' II TOP OF SLAB ON GRADE _ ' ELEV. = V-4° x x x x x x x x x x - aDD DD a D a a�Dpo, vD ooDDO vD v a _0° DQ°DDaDD DaDaDDaADeDaKDaAD` - QD°oQ° DD°aDD D REFER TO STRUCTURAL 1 papDDaA DQOa D J DD a� a DRAWING S1.2 AND S1.3 FOR TOP OF SHELF ELEVATIONS. I ° o goo o VAPOR RETARDER I goo � TOP OF VENEER SHELF 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE ELEV. = VARIES OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL • FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT # 4 AT 18"o.c. VERTICAL DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. # 4 AT 14"o.c. HORIZONTAL EACH FACE 2TYP CAR REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB ON GRADE FLOORS AND REPLACE WITH # 5 AT 18 o.c. VERTICAL DOWELS CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 2x6 CONTINUOUS FOOTING FORMED KEY ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION FOR 2 # 5 TOP AND BOTTOM, CONTINUOUS FOUNDATIONS AND CONCRETE SLABS ON GRADE. 3 # 4 CONTINUOUS IN 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON FOUNDATION WALL FOOTING 3 CLEAR GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OF o COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL � 0 0 o ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI BOTTOM OF FOOTING D0 oo a Qa D a D O 0 GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. ELEV. = VARIES AaDDD D° DoD °o D AaDDD �° �D no aDa aDDe QDa QaD D D a QaD DQ REFER TO STRUCTURAL DRAWING 6 1 2 6" 3" CLEAR S1.2 AND S1.3 FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. 2 2" SECTION r3 3/4" =1'-011 53.3 CONTRACTOR NOTE: BEND DOWN DISCONTINUOUS FOUNDATION WALL I I I HORIZONTAL REINFORCEMENT AT COLUMN POCKET EACH SIDE. I I I REFER TO COLUMN SCHEDULE ON STRUCTURAL EXTEND V-0" BELOW BOTTOM OF POCKET. REFER TO TYPICAL I I DRAWING S5.1 AND S5.2 FOR COLUMN SIZE AND DETAIL4/S3.0, "TYPICAL FOUNDATION WALL ELEVATION". I I I P STRUCTURAL PLANS FOR LOCATION. I I I COLUMN POCKET, FILL WITH SAME CONCRETE MIX AS REFER TO COLUMN BASE DETAILS ON DRAWINGS S5.1 AND - I I I CONCRETE SLAB ON GRADE AFTER BUILDING DEAD S5.2 FOR BASE PLATE SIZE AND ANCHOR ROD LAYOUT. I I I LOAD IS IN PLACE. REFER TO TYPICAL DETAIL 1/53.0. PROVIDE 2" DRY -PACK HIGH STRENGTH NON -SHRINK GROUT BENEATH BASEPLATE. I ' 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. APPROXIMATE FINISH GRADE, REFER TO GRADING PLAN I I I z 45 8" REINFORCED MASONRY WALL, REFER TO "SCHEDULE OF DEFORMED 8" REINFORCED MASONRY WALL, REFER TO "SCHEDULE 1'-4" BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING CONTRACTOR NOTE: b O.F. WALL I S4.OA FOR SIZE AND SPACING OF REINFORCING. REFER TO TYPICAL DETAIL 7/S3.0 FOR OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" „ X ON STRUCTURAL DRAWING S4.OA FOR SIZE AND SPACING TYPICAL ELEVATOR SUMP PIT DETAIL OF REINFORCING. _ r 5" THICK CONCRETE SLAB -ON GRADE REINFORCED 5 THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. CONTINUOUS 8" MASONRY BOND BEAM 2 x 6 CONTINUOUS WALL FORMED KEY REINFORCED WITH #5 CONTINUOUS. 1 TOP OF MASONRY WALL LiTOP OF SLAB ON GRADE ELEV. = 2'-8" - I . ELEV. - 0'-0° x x x it _x_x x x x x x x x x x x x x x x x �i • I pD pD pD pD pD pD OdpDp t� cQ� as oo Q�DO as °aD0 Qa 8 REINFORCED MASONRY WALL as p a p Op asp p a p 0� aaa p p a p 4p a as ��D 24 # 4 BENT DOWEL AT 18" o.c. WITH �DDDD aD ADD D DDD D aD D-DDDD�O�DD D aD ObDD 1 THICK HIGH DENSITY INSULATION e ad4 a0e �e4DD °e ae4 a04 a44DD4 e e� a0e ae0DD0 ddadp - DaDaa a DQA a aD A a a D A a a a e OQA a e REINFORCE WITH #5 DOWEL AT 32 o.c., U o 24" 0 0 AND SEALANT, CONTINUOUS p�o o TWO CONTINUOUS # 3 TIES IN SLAB. 0kop REBAR SHALL BESET AND TIED IN PLACE h o°O''ca o °o go o PRIOR TO PLACEMENT OF CONCRETE 6 THICK CONCRETE SLAB -ON GRADE REINFORCED WITH FOUNDATION WALL. NO EXCEPTIONS. I' 2 LAYERS OF 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. VAPOR RETARDER VAPOR RETARDER 4 1 ELEVATOR PIT WALL REINFORCING APPROXIMATE FINISH GRADE REFER 4 MINIMUM THICK LAYER OF 3/4 CRUSHED STONE BASE I 2" CLEAR, MIN. TO TOP IS TYPICAL AT FOUR SIDES. # 4 AT 18" ox. VERTICAL REFER TO SITE DRAWINGS TO PLAN � s OVER 16 MINIMUM LAYER OF COMPACTED STRUCTURAL 8 OF RADIANT HEAT TUBES FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT TOP OF SLAB ON GRADE - r ELEV. = 0'-0° x x x x x x x x x x DATED APRIL 19, 2018 BY WELT] GEOTECHNICAL, P.C. • # 4 AT 14"o.c. HORIZONTAL EACH FACE -2-x _2_x_ x° x° x° x° x 0 x-a-x---Q--x- ELEVATOR PIT # 4 AT 18"o.c. VERTICAL # 5 VERTICAL DOWEL AT 18" ox. REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH # 4 AT 12"o.c. HORIZONTAL EACH FACE a 1 11 DQAD� aD pp °a D Q oaOD aAOD�ADpD e D�aQDnD n DaAD1 CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH 2 x 6 CONTINUOUS FOOTING FORMED KEY DaA DbaA DQD o °D D en D ° °° CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN # 5 AT 18"o.c. VERTICAL DOWELS 1 0 o go o VAPOR RETARDER go° o GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 2 # 5 AT BOTTOM OF WALL, CONTINUOUS 2 x 8 CONTINUOUS FOOTING FORMED KEY `" ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 1'-0" 1'-0" REFER TO FOUNDATION PLAN FOR PIT DIMENSIONS 1'-0" 1'-0" 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL 3" CLEAR ALL AROUND-'2" CLEAR 2 # 5 TOP AND BOTTOM, CONTINUOUS FOUNDATIONS AND CONCRETE SLAB -ON GRADE. # 5 CONTINUOUS TOP AND BOTTOM OF 2" CLEAR FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT 3 # 4 CONTINUOUS IN TYPICAL DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. ELEVATOR PIT SLAB, EACH WAY. FOUNDATION WALL FOOTING REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH ° o 3" CLEAR CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH -' o ' ' ° • • • • ° o o CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ° o gOO o BOTTOM OF FOOTING o GEOTECHNICAL ENGINEERS REPORT. REFER TO GEOTECHNICAL 3" CLEAR oD DQp aD �ODap a° DADA a o° i AD-N aD° D4Da a a° DADa aD DaD° a aD DQDa aD D° DaDQD a° DJDQ a 4° DaDQD oa° oJDQ pDaD° o4Dap aD DJDaD a°D e ° °D ELEV. _ -6'-0" o o OVER NATURAL INORGANIC SOILS OR COMPACTED a a a a a a aD a ' DD D DD DD DD DD D DD D DD DD D D D DD D DD D DD D C, D DD DOD BOTTOM OF FOOTING o 0o goo o ENGINEERS REPORT CREATED BY WELTI GEOTECHNICAL P.C. STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S o ap0a °D DDa °D aDa °D aDDa o0 4 De 0 aDDa °D DDa °D DDa °0 aDDa D aDDa oD aDa °D aDDa °D aDa D aDa as o D D a Q a D D DQ DA aD aD DA QD DQD to A D°D D4 QD D D to Q aD° to QD D° D t, ° aD° DQ Q aD° D DQ ° aD° CA °D D°0 to ° aDQ to QD D°D DA °D DQD ELEV. = VARIES AaDDD Do ��DD ca AaDDD �° DaD D °a D AaDOa DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. �0 0 o�qo 09 n _ o oQ�go o ° 0 QDa a 4 aDa ° 4 Da °° QD FOR FOOTING EXCAVATION REQUIREMENTS. ° O 0.0.s� ' ���s 0 Q' D D D a Q a DQD FOUNDATIONS AND CONCRETE SLAB -ON GRADE. goo o goo o goo o goo o goo 0 REFER TO STRUCTURAL DRAWING 6 11-411 611 6 MINIMUM THICK LAYER OF 3/8 CRUSHED STONE BASE S1.2 AND S1.3 FOR BOTTOM OF9[ OVER NATURAL INORGANIC SOILS OR COMPACTED S E C T I 0 N 1 FOOTING ELEVATIONS, TYPICAL. 2,-4„ 3" CLEAR STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S 53.3 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 3/4" = 1'-0" FOR FOOTING EXCAVATION REQUIREMENTS. I I I _ I I TOP OF SLAB ON GRADE -I ELEV. = V-4° I I x x x x x x x x x ANCHOR RODS SHALL BE TIED IN PLACE PRIOR I I TO CONCRETE PLACEMENT. NO WET SETTING OD a a o aD aD Q aDQapDD° DD�Da eDOoADeD a OF ANCHOR RODS IS ALLOWED. �aDQa�oAO �p a�DDQa�DDQaD QAD a D 4 oQ o REFER TO STRUCTURAL DRAWING S1.2 go0 AND S1.3 FOR TOP OF SHELF ELEVATIONS. I I I VAPOR RETARDER TOP OF VENEER SHELF �; I 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE ELEV. = VARIES ( OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL • I FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT REINFORCED CONCRETE PIER CENTERED ON COLUMN _ 1 _ _ DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. GRID LINES U.O.N., REFER TO PIER SCHEDULE FOR SIZE AND REINFORCEMENT ON STRUCTURAL DRAWING S1.0. I 1 1/2" CLEAR REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH TYPICAL AT PIER CONCRETE SLAB ON GRADE FLOORS AND REPLACE WITH CONTINUE TYPICAL WALL AND FOOTING REINFORCEMENT REINFORCING CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN _ I _ _ _ THROUGH COLUMN PIER AND FOOTINGS WHERE POSSIBLE. ( GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL NOTE ABOVE IN THIS SECTION. � ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI REFER TO CONTRACTOR GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION FOR REFER TO STRUCTURAL DRAWING � � FOUNDATIONS AND CONCRETE SLABS ON GRADE. -� t-- S1.2 AND S1.3 FOR BOTTOM OF 3" CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON FOOTING ELEVATIONS, TYPICAL. GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OF I COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL 0 Q0 ° 0 0 ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI BOTTOM OF FOOTING 7+ 00 0U go GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. ELEV. =VARIES 4�DDD D°a�eoD�°Do D 4�DDD 0° a�po DIS n °a��°D p Da 4D�Da�°AD-° DDa AWE' Doe o DDe oa °D a0 a 3 CLEAR QDe a A Q QDa Q 4 DD Q A a s �Q A a aD a aD aD Q aa�D DQA D a aaD D°D aQaD a D A D a QoD DD QoD DQDDD aDD°D Da REFER TO "FOOTING SCHEDULE" ON STRUCTURAL DRAWING S1.1 FOR FOOTING SIZE AND REINFORCING SECTION r6 3/4" = 1'-011 S3.3 REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL CONSTRUCTION TOP OF SLAB ON GRADE # 4 BENT DOWEL AT 18" o.c. WITH 24" TWO CONTINUOUS # 3 TIES IN SLAB. 24 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. x-max x goa DD aDvD DeDDa°DD daa4D°`aDDDv 0?P-OoQ VAPOR RETARDER e REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY ° o0U 3" CLEAR WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS o PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE 0nano OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL p 0 p BOTTOM OF FOOTING FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DaD OD D°aD D a p D AaDDD D° aDD D°aD DD�DDa ELEV. = VARIES DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. QDe a 4 a aDa ° A a aDDa Q A QO a Q D D a QaD QD 3 CLEAR REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 # 5 VERTICAL DOWELS AT 18 o.c. 611 811 611 FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. 1 8 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION r9 3/4" = 1'-0" S3.3 # 5 CONTINUOUS HORIZONTAL AT TOP AND BOTTOM OF WALL. - # 4 HORIZONTAL AT 12" ox. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 00 WELDED WIRE FABRIC. 7" -I 00 1' ELEV. = 0'-0" � x x D t/p D Q od D p o D aeo0,., a�4°anOpop�aadOda4eae4D ad pea dae Dopaaoa0e p_PO 0 0 ° 0 pdad04 SECTION 2 3/4" = 1'-011 S3.3 CONTRACTOR NOTE: BEND DOWN DISCONTINUOUS FOUNDATION WALL HORIZONTAL REINFORCEMENT AT COLUMN POCKET EACH SIDE. EXTEND V-0" BELOW BOTTOM OF POCKET. TOP OF MASONRY WALL 1'-4" O.F. WALL n Y ELEV. = 2'-8" BASE PI M E SIZE 1/ 1 REFER TO COLUMN BASE DETAILS FOR BHJt YLH I C JILC ' AND ANCHOR ROD LAYOUT. PROVIDE 2" DRY -PACK HIGH STRENGTH NON -SHRINK GROUT BENEATH BASEPLATE. I APPROXIMATE FINISH GRADE, i REFER TO GRADING PLAN REFER \7 I TO PLAN i ,I. TOP OF SLAB ON GRADE ELEV. = 0'-0" ANCHOR RODS SHALL BE TIED IN PLACE PRIOR REFER TO COLUMN SCHEDULE ON STRUCTURAL DRAWING S5.1 AND S5.2 FOR COLUMN SIZE AND STRUCTURAL PLANS FOR LOCATION. COLUMN POCKET, FILL WITH SAME CONCRETE MIX AS CONCRETE SLAB ON GRADE AFTER BUILDING DEAD LOAD IS IN PLACE. REFER TO TYPICAL DETAIL 1/S3.0. 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 2 LAYERS OF 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. [2" CLEAR, MIN. TO TOP I OF RADIANT HEAT TUBES I TO CONCRETE PLACEMENT. NO WET SETTING ° p°o Qo�D DA �DaQDD DQaDDD D D a a D DDa D� DQD o aD wDDDp aD aD DaD aD a a DQA a a DaADQA a DQAD OF ANCHOR RODS IS ALLOWED. = _ �Qa aDa QA ADD I i 0 °q ry_ REINFORCED CONCRETE PIER CENTERED ON COLUMN i I goo o goo 0 GRID LINES, REFER TO PIER SCHEDULE FOR SIZE AND 1 I VAPOR RETARDER REINFORCEMENT ON STRUCTURAL DRAWING S1.1. _I- 1 1/2" CLEAR I TYPICAL AT PIER 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE CONTINUE TYPICAL WALL AND FOOTING REINFORCEMENT I REINFORCING OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL THROUGH COLUMN PIER AND FOOTINGS WHERE POSSIBLE. I I 3" CLEAR FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT REFER TO CONTRACTOR NOTE ABOVE IN THIS SECTION. 1 _ -I= _ DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. CONTINUE FOUNDATION I I REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH WALL FORMED KEY THROUGH I 3 CLEAR CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONCRETE PIER BASE. • I CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN BOTTOM OF FOOTING GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ELEV. =VARIES DDDDD D°DDDDO D°ODDDDaD DDD DaDODD DDa °ODDDDaD°DDD Da DDD DaDO DaD Da [AD DQ DADA DADQD DD DD DD DD D° DD ENGINEER'S REPORT DATED APRIL 19, 20186YWELTI , a aDa aD DaD 'a aDa D°D ° aDa DD DQ a QD o DD a0 DA DD DAaDDp pAa DD p a OD DO DAoDDa°° DAaODp " ""' D a o GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION FOR 0° D" D° Q a a aDa a0 a QO a Q a a aaa aaa 0 FOUNDATIONS AND CONCRETE SLAB -ON GRADE. REFER TO STRUCTURAL DRAWING 0 0 0 o o 0 o I S1.2 AND S1.3 FOR BOTTOM OF 00 Q 00 0 ( 0 o0 p FOOTING ELEVATIONS, TYPICAL. 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON REFER TO "FOOTING SCHEDULE" ON STRUCTURAL GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL D AWING S1.1 FOR FOOTING SIZE AND REINFORCI G ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 5 3/4" =1'-0" S3.3 REFER TO SITE DRAWINGS FOR SIDEWALK 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH AND DOWEL PINS AS REQUIRED. 6 x 6 W2.9 x W2.9 EPDXY COATED WELDED WIRE FABRIC. 8" TOP OF CONCRETE SLAB ELEV. = VARIES, SEE SITE DRAWINGS x x M x x x x x x 0 a.a.a a °AQDQQD ° DO DQD O D. DO Qa DO D. DO D. DO �aDO D, DO Qa DO � _ oppD�IppD a Op D a aQAeO � (1aD (1ao (aD1 C\aD peo aeooae 2 x 4 CONTINUOUS FOOTING FORMED KEY (• •I 1'-0" 24 #4 EPDXY COATED DOWELS AT 18" o.c. WITH 24" I 2 # 3 EPDXY COATED TIES, CONTINUOUS. - # 4 AT 18"o.c. VERTICAL # 4 AT 16"o.c. HORIZONTAL EACH FACE - 2 x 4 CONTINUOUS FOOTING FORMED KEY 2 # 5 TOP AND BOTTOM, CONTINUOUS - 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 3" CLEAR - BOTTOM OF FOOTING ELEV. = 4-6" L 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED 00 APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 2 CLEAR, TYPICAL CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL • ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. # 5 AT 18"o.c. VERTICAL DOWELS 3" CLEAR 0 0 0 2_ O A aDaD aD°aDa D a A aDaD°D° DaD at.." D'a aD a aD a D a aD D 6" 1'-0" 6" 2'-0" SECTION $ 3/4" =1'-0" S3.3 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. GALVANIZED L5(V)x3x1/2 STEEL ANGLE AT WINDOW LOCATIONS, COORDINATE WITH ARCHITECTURAL DRAWINGS. ANCHOR TO MASONRY BOND BEAM WITH 3/4" DIA. EXPANSION BOLT AT 24" o.c. 1 1/2" TOP OF MASONRY WALL ELEV. = 2'-8" 8" REINFORCED MASONRY WALL. 311 REINFORCE WITH #5 DOWEL AT 32" o.c., REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. APPROXIMATE FINISH GRADE, REFER 4' DECEP TO SITE DRAv^v/]i�1j \ TO P�nI TOP OF SLAB ON GRADE ELEV. = 0'-0" # 4 AT 18"o.c. VERTICAL 1'-4" 45 O.F. WALL I I CONTINUOUS 8" MASONRY BOND BEAM REINFORCED WITH #5 CONTINUOUS. 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 2 LAYERS OF 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. F­2" CLEAR, MIN. TO TOP 811 1 OF RADIANT HEAT TUBES # 4 AT 12"o.c. HORIZONTAL EACH FACE'' a D°o Qapp Dq ° aDDQ D D Da Dp D D�D°aDDDD aD a DDg a0 - DQA�pDQAa o�QDQ a D °DDa QQ 0 aAD Q a a DQADeD a OQAO OOaD as ° ° °O # 5 AT 18"o.c. VERTICAL DOWELS 0 g o ° VAPOR RETARDER 0.0 2 x 8 CONTINUOUS FOOTING FORMED KEY 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE 2 # 5 TOP AND BOTTOM, CONTINUOUS 2" OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL CLEAR FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT 3 # 4 CONTINUOUS IN TYPICAL DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOUNDATION WALL FOOTING REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH -3" CLEAR CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH q CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 0 GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL BOTTOM OF FOOTING ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. ELEV. = VARIES DaDD DO °�D °a0D apD DO ° DD°a DDaDDa DATED APRIL 19' 2018 FOR ALL SITE SOILS PREPARATION FOR A aDaD Q A D a D D° A QDaD°D A D a D Da G5 A aD Qo D D D a Qa DQD ° FOUNDATIONS AND CONCRETE SLAB -ON GRADE. REFER TO STRUCTURAL DRAWING 51.2 AND 51.3 FOR BOTTOM OF 6" 1'-4" 6" 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 1.3 CLEAR OVER NATURAL INORGANIC SOILS OR COMPACTED FOOTING ELEVATIONS, TYPICAL. 2 4 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 4 3/4" = 1'-0" S3.3 REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL CONSTRUCTION APPROXIMATE FINISH GRADE, REFER TO GRADING PLAN - REFER TO STRUCTURAL DRAWING S1.1 AND S1.2 FOR TOP OF SHELF ELEVATIONS. - TOP OF SLAB ON GRADE ELEV. = V-4" 4„ # 4 AT 14 o.c. HORIZONTAL EACH FACE # 4 AT 18"o.c. VERTICAL # 5 AT 18"o.c. VERTICAL DOWELS 2x6 CONTINUOUS FOOTING FORMED KEY -� 2 #STOP AND BOTTOM, CONTINUOUS 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING • �u Ono MIX Mom 1" THICK HIGH DENSITY INSULATION CONTINUOUS I' 5" THICK CONCRETE SLAB -ON GRADE REINFORCED I WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 7" I I x ,x x x It x x x x x ODDS DO ODQ�DD Do DsD p D`QA�eD p DaAD t .:, OD Q D Q bDDQA aD D a QA Q D D Q ap 0 DDQ - DQAQ�QAa °�°DQDq D A DD a D laoaD as e o 0 ° ° Oo ° VAPOR RETARDER i goo � 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL ' FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT =' DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 2 CLEAR CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 3 CLEAR DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. rl P-n,9 ° k •. ; on „° BOTTOM OF FOOTING 000 goo 0 ELEV. = VARIES A aDaD a°ADDDD Da A aOeDQD° A eD no aOaoA�QaDa QaD D D a Q4 D DQ 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 3" CLEAR OVER NATURAL INORGANIC SOILS OR COMPACTED 6" 1'-2" 6" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 2 -2 FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 3/4" =1'-011 S3.3 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I RARD AND OMPANY I, STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL. CT 06067 (860)563-3820 =; m! 15911 f�Q, MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FOUNDATION SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S393 O.F. WALL . CONTRACTOR NOTE: I 1 BEND DOWN DISCONTINUOUS FOUNDATION WALL 77 I HORIZONTAL REINFORCEMENT AT COLUMN POCKET EACH SIDE. I EXTEND V-0" BELOW BOTTOM OF POCKET. REFER TO TYPICAL i I DETAIL 4/S3.0, "TYPICAL FOUNDATION WALL ELEVATION". - I I I I I I � I REFER TO COLUMN BASE DETAILS ON DRAWINGS S5.3 I THRU S5.5 FOR BASE PLATE SIZE AND ANCHOR ROD I ( I LAYOUT. PROVIDE 2" DRY -PACK HIGH STRENGTH NOW I I SHRINK GROUT BENEATH BASEPLATE. I I APPROXIMATE FINISH GRADE, REFER TO SITE DRAWINGS I I TOP OF SLAB ON GRADE k I ( I ELEV. = V-4" REFER TO COLUMN SCHEDULE ON STRUCTURAL DRAWING S5.1 AND S5.2 FOR COLUMN SIZE AND STRUCTURAL PLANS FOR LOCATION. COLUMN POCKET, FILL WITH SAME CONCRETE MIX AS CONCRETE SLAB ON GRADE AFTER BUILDING DEAD LOAD IS IN PLACE. REFER TO TYPICAL DETAIL 1/S3.0. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING OF MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS". EMBED DOWEL 24" IN CONCRETE FOUNDATION WALL. REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR TOP OF SHELF ELEVATIONS. - 8" REINFORCED MASONRY WALL. REFER TO SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT. 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED APPROXIMATE FINISH GRADE, I rl WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. REFER TO SITE DRAWINGS 717 71I TOP OF SLAB ON GRADE Y ELEV. = 1'-4" � t x x x x x x x x x x z ip°DDeDeD4 eD c0 QQ Do D °aD °aD _' eD a OD D D DD D � DaDD DDD oD a °�DD Q e eD Q°DD° Q e e D°Q e e e e I p°De� aDoD Qp°poboDvDQp°°ppp p°°pop a ° o°QaDDaQa DQa�DQO pD°pDD° D REFER TO STRUCTURAL • DaOp°QDQaDDQQp° DD Dpa Q°DD Q 4„ 70.TC'13 ooDRAWING 51.2 AND 51.3 FOR -_ -� gVAPOR RETARDER TOP OF SHELF ELEVATIONS. 1 1 _ goo VAPOR RETARDER 1 _ • � �� 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE ANCHOR RODS SHALL BE TIED IN PLACE PRIOR 2" CLEAR I OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL 4 MINIMUM THICK LAYER OF 3/4 CRUSHED STONE BASE T(1 C(1NCRFTF PI ACFMFNT Nn WFTSFI (INC; I I I Ell l REFER T0l"rn1 EC hill ni rnlG NE: ER j REPORI ,., ..,",..-.._. _ � .__... _.... ..� .. _. .._. .... � / i � i TILL. REFER I V l7CV 1 Cl,fIIV II.HL CIVl711V E: ER J RCI'VR I OF ANCHOR RODS IS ALLOWED. OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT I DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. REINFORCED CONCRETE PIER CENTERED ON COLUMN 1 DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. GRID LINES U.O.N., REFER TO PIER SCHEDULE FOR SIZE # 4 AT 12"o.c. HORIZONTAL EACH FACE REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH AND REINFORCEMENT ON STRUCTURAL DRAWING S1.1. CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH � 1 CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH # 5 AT 18"o.c. VERTICAL DOWELS 2" CLEAR GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL CONTINUE TYPICAL WALL AND FOOTING REINFORCEMENT CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. THROUGH COLUMN PIER AND FOOTINGS WHERE POSSIBLE. I I CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN i DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR REFER TO CONTRACTOR NOTE ABOVE IN THIS SECTION. I 1 1/2" CLEAR GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 2 x 8 CONTINUOUS FOOTING FORMED KEY ( FOUNDATIONS AND CONCRETE SLAB -ON GRADE. CONTINUE WALL FOOTING FORMED KEY f - _ _I TYPICAL AT PIER ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. Ii' 1,- REINFORCING DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR ( # 4 AT 18 o.c. VERTICAL THROUGH COLUMN FOOTING. � 2 # 5 TOP AND BOTTOM, CONTINUOUS FOUNDATIONS AND CONCRETE SLAB -ON GRADE. � I � � 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 3" CLEAR p I 3" CLEAR 3" CLEAR Q o C' I 3 00 CLEAR o o I o o BOTTOM OF FOOTING o Oo 0 BOTTOM OF FOOTING o0U g o ELEV. =VARIESD°Qp0D e uo Q aDoD°p° QO D o �eD'a DOe ELEV. - VARIES QaDDD D°°pep a QaDOD �o DeD ep eD D QaDDe D D QapDeD DapD °a D e D D e °� D D°0 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE °De p a D e D °Dp a a D �D°pDa Q a� aQ op°° °D 0 REFER TO STRUCTURAL DRAWING 6" 1'-4" 6" OVER NATURAL INORGANIC SOILS OR COMPACTED REFER TO STRUCTURAL DRAWING ° 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE S1.2 AND S1.3 FOR BOTTOM OF STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S 2 4 S1.2 AND S1.3 FOR BOTTOM OF OVER NATURAL INORGANIC SOILS OR COMPACTED FOOTING ELEVATIONS, TYPICAL. REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOOTING ELEVATIONS, TYPICAL. REFER TO "FOOTING SCHEDULE" ON STRUCTURAL STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOR FOOTING EXCAVATION REQUIREMENTS. Ir REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. S E C T ION 2 DRAWING S1.1 FOR SIZE AND REINFORCEMENT FOR FOOTING EXCAVATION REQUIREMENTS. S E C T 10 N 3 2411 1" THICK HIGH DENSITY INSULATION AND - S3.4 #4 AT 10" o.c. EPDXY COATED DOWELS 11 SEALANT, CONTINUOUS AROUND THREE 3/4�1 - 1-011 24" WITH 2 CONTINUOUS #3 TIES 1 -3 SIDES OF SLAB EDGE AND BOTTOM O.F. WALL 30" 4" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH #4'U' SHAPED REBAR AT THRESHOLD OPENING, 6 x 6 W2.1 x W2,1 EPDXY COATED WELDED WIRE FABRIC. I MAINTAIN 3 CLEAR, TYPICAL ALL SIDES. SURFACE FINISH TO MATCH SIDEWALK 3011#4 CONTINUOUS, EXTEND 24" BEYOND 1 REFER TO SITE DRAWINGS FOR SIDEWALK 4'-0" U.O.N. ON FOUNDATION LAN I THRESHOLD OPENING EACH SIDE. AND DOWEL PINS AS REQUIRED. COORDINATE WITH SITE DRAWI GS I 5" THICK CONCRETE SLAB -ON GRADE REINFORCED 1'-011 PITCH DOWN I WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. IV­COLUMN POCKET, FILL WITH SAME CONCRETE MIX AS I REFER TO COLUMN SCHEDULE ON STRUCTURAL TOP OF SLAB ON GRADE 1/4" PER FOOT CONCRETE SLAB ON GRADE AFTER BUILDING DEAD I DRAWING S5.1 AND S5.2 FOR COLUMN SIZE AND ELEV. = V-4" - x x x x x x x x LOAD IS IN PLACE. REFER TO TYPICAL DETAIL 1/S3.0. I STRUCTURAL PLANS FOR LOCATION. i I ANCHOR RODS SHALL BE TIED IN PLACE PRIOR TO CONCRETE a DD a0 eD °DDD° DQDeD �DDaQDeDDe DeD e REFER TO COLUMN BASE DETAILS ON DRAWINGS S5.3 I 1'-0" PLACEMENT. NO WET SETTING OF ANCHOR RODS IS ALLOWED. pdQ °Q p4Da D Q DD aD ° THRU S5.5 FOR BASE PLATE SIZE AND ANCHOR ROD I I _ D D Da i I FEXTERIOR NTIESETATEACH ooeD ae LAYOUT. PROVIDE 2" DRY -PACK HIGH STRENGTH NON- { 5" THICK CONCRETE SLAB -ON GRADE REINFORCED SLAB AT 1I 0 o VAPOR RETARDER SHRINK GROUT BENEATH BASEPLATE. I WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. BOTTOM. CONTINUOUS TOP AND cal 1 g00 0 BOTTOM. DOWEL ENDS INTO �I I I 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE I I Enl INnATInKI \A/AI I AT EArLI EnfT1 O SECTION 1/S3.5 1-V VIVVHIIVIV VVHLL f11 LI'91..11 LIV V. TOP OF SLAB ON GRADE FOR WALL AND FOOTING 1'- 1'-0" OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL I ( I ELEV. = REFER TO PLAN x x x x x x i I � x x x x x. x REINFORCEMENT � FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT aDD Do DD D DO Do ( DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. p D D o D 0 D D a ° a ° a ° a °DeD aDeD°0 DeD°D e a'a� n aa0 e ae4pp�0°a a e ae0 ri an00o�0°ea I I pn p4QDpD°e° ODD p D°e°op4QDsD°e° 0 t 4 0aD°e° D o "N D 0 2x8 CONTINUOUS i REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH a Qdd °da eD ppD e�- 8" FOOTING FORMED KEY I CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH I 3 CLEAR TYPICAL I CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 3" CLEAR o 3" CLEAR ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. o • . • • o 0 BOTTOM OF FOOTING o0U o0 0 cD 3" CLEAR 1 DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR ELEV.=VARIES °aDD Do °aDoeDD pD Do a D°eDDD DD ODD DOD pD �I olim o FOUNDATIONS AND CONCRETE SLAB -ON GRADE. Q °DeD aDeD n DD Q aDoD°e °DeD 'D°Doe Q Q aD e°D Q e0 °a Qa o BOTTOM OF FOOTING � 00� � Oo 0 „ °D o 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ELEV. = VARIES QapDD D° De► e°D D QaDDD oo p°ep Doep D Q 6 MINIMUM THICK LAYER OF 3/8 CRUSHED STONE BASE REFER TO STRUCTURAL DRAWING °De ° 4 ° °De ° DDe ° ° OVER NATURAL INORGANIC SOILS OF COMPACTED S1.2 AND S1.3 FOR BOTTOM OF REFER TO "FOOTING SCHEDULE" ON STRUCTURAL OVER NATURAL INORGANIC SOILS OR COMPACTED e ° 4 e D D e ° a D D STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOOTING ELEVATIONS, TYPICAL. DRAWING S1.1 FOR SIZE AND REINFORCEMENT STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REFER TO STRUCTURAL DRAWING 611 11-811 611 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. S1.2 AND S1.3 FOR BOTTOM OF FOR FOOTING EXCAVATION REQUIREMENTS. SECTION ( FOR FOOTING EXCAVATION REQUIREMENTS. FOOTING ELEVATIONS, TYPICAL. 21-811 SECTION 5 3/411 = 1'-011 S3.4 Q I 12" REINFORCED MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" FOR SIZE AND SPACING OF 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH VERTICAL AND HORIZONTAL REINFORCEMENT. VERTICAL REINFORCING OF MASONRY WALL. REFER TO I "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY #3 PLAIN TIE SET AT EACH VERTICAL - WALLS". EMBED DOWEL 24" IN CONCRETE FOUNDATION WALL. MASONRY WALL REINFORCING DOWEL REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT s OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. 5" THICK CONCRETE SLAB -ON 1 GRADE REINFORCED WITH 6 x 6 5" THICK CONCRETE SLAB -ON GRADE REINFORCED W2.1 x W2.1 WELDED WIRE FABRIC. - WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 1 711 � 711 TOP OF SLAB ON GRADE t. ELEV. = V-4" x x x x x x x x x x x x o a40 a44 d�DD aQDe eD OeD e DD De n D°QDeD eDD�DeD e ad� ap a0 44 De pepee anD o°gD�o g`�'o g� o VAPOR RETARDER 10 I 1 0 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL I FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. # 4 AT 18"o.c. VERTICAL I { REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH # 5 AT 18"o.c. VERTICAL DOWELS I 2" CLEAR CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH • { CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL # 4 AT 16"o.c. HORIZONTAL EACH FACE { 2" CLEAR ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 2 # 5 TOP AND BOTTOM, CONTINUOUS 2x4 CONTINUOUS FOOTING FORMED KEY 3 # 4 CONTINUOUS IN i FOUNDATION WALL FOOTING 3" CLEAR 3" CLEAR 0 0 09,rz _ BOTTOM OF FOOTING ELEV. =VARIES o 000 D°QpeD Q 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE p N NATURAL INORGANIC SOILS OF COMPACTED Q aDeD °DeD°e° D eD oD OVER D e STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. 8" it -oil 8" FOR FOOTING EXCAVATION REQUIREMENTS. 2'-4" SECTION 9 3/411 =1'-011 S,3 O.F. WALL NOTE: ( 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH PROVIDE TYPICAL MASONY BOND BEAM VERTICAL REINFORCING OF MASONRY WALL REFER TO I LINTEL AT SUBWOOFER ALCOVE, COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. 8" REINFORCED MASONRY WALL. REFER TO SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT. - CONTINUOUS #4 HORIZONTAL IN SHELF 5" THICK CONCRETE SLAB -ON "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS". EMBED DOWEL 24" IN CONCRETE FOUNDATION WALL. REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. X---�-X X X X X X X X X X X 00 p De�e D`aQ�nD�Do aDn D�oQ�nDDeDo DpDoopnQD nDo DeDe°DaQD D c D�DDe e 0 0 0 0 0 0 0 GRADE REINFORCED WITH 6 x 6 `V d 411 fl Oo Q1 W2.1 x W2.1 WELDED WIRE FABRIC. 0 VAPOR RETARDER 71I TOP OF SLAB ON GRADE 1 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE 2" CLEAR OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL ELEV. = V-4" x x x 1 TYPICAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT 4a4 a04 d Dp as ddOdDdd • I DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 0 08 �1'-011 # 4 AT 18"o.c. VERTICAL 1 REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH I # 5 AT 18"o.c. VERTICAL DOWELS / CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH 1 i CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN # 4 AT 16"o.c. HORIZONTAL EACH FACE GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL I ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 2x4 CONTINUOUS FOOTING FORMED KEY DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 3 # 4 CONTINUOUS IN 1 FOUNDATION WALL FOOTING BOTTOM OF FOOTING ELEV. = VARIES REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. - I 3 CLEAR 0 2 # 5 TOP AND BOTTOM, CONTINUOUS 3 CLEAR o 0 0 QQo � o0U Oo 0 Q aDoD °DoeDeD � ° Q aDn °D° DdD � Dn D Q a0 e �D e D e aD D 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 6" 1'-0" 6" OVER NATURAL INORGANIC SOILS OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S lit 21-0" REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 8 3/411 = 1'-011 S3.4 REVISIONS 40 CONFORMED SET MARCH 22, 2019 O.F. WALL i 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS AROUND THREE 24 SIDES OF SLAB EDGE AND BOTTOM #4 AT 10" o.c. EPDXY COATED DOWELS 3011 24 WITH 2 CONTINUOUS #3 TIES 1 #4'U' SHAPED REBAR AT THRESHOLD OPENING, 4" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH MAINTAIN 3 CLEAR, TYPICAL ALL SIDES. 3011 6 x 6 W2.1 x W2.1 EPDXY COATED WELDED WIRE FABRIC. #4 CONTINUOUS, EXTEND 24" BEYOND SURFACE FINISH TO MATCH SIDEWALK THRESHOLD OPENING EACH SIDE. REFER TO SITE DRAWINGS FOR SIDEWALK 5" THICK CONCRETE SLAB -ON GRADE REINFORCED AND DOWEL PINS AS REQUIRED. 1 4 -011 I WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 1'-0" 1 PITCH DOWN F-gll l 1IA" PER FOOT \ I I I TOP OF SLAB ON GRADE rEER J IA I t PROJtl:1 iv0. ELEV. = 1'-4" --_ -x x x x x -x x x x x x x 132-0089 N PHASE 2 OF 5 1'-0"T EACH 0 00 gooVAPOR RETARDER 2#4 CONTINUOUS TOP AND �, �oBOTTOM. DOWEL ENDS INTO WEL6"• 1'-0" 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE FOUNDATION WALL AT EACH END. 7/S3.3 ' n\/ED 'I C11 DAIDIIAAI IDd I ACD nC rn11ADArTGn NJiCTDI IrTI IRAI FOR WALL AND FOOTING MB, 1V IVIIIVIIVIVIVI LAYBU �.V IVII AMEl\VI.IU-1- REINFORCEMENT FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT aDD D°aDD D DDD Do DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. O D°De D ©DeD° °De °D Do 811 0 D pD • O 2" CLEAR 2x6 CONTINUOUS 2" CLEAR FOOTING FORMED KEY REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 3" CLEAR ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR V1 3" CLEAR o 00 �, FOUNDATIONS AND CONCRETE SLAB -ON GRADE. BOTTOM OF FOOTING o0U goo �� ELEV. = VARIES �aODD Doe�aDD °D O DaDDD �o e eD eo eD 0 Q, De r"� D D e D D REFER TO STRUCTURAL DRAWING D ° 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE S1.2 AND S1.3 FOR BOTTOM OF 6" 1'-211 6" OVER NATURAL INORGANIC SOILS OF COMPACTED n FOOTING ELEVATIONS, TYPICAL. STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S F� C 21-211 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 1 w U 3/411=1'-011 S3.4 O.F. WALL 00 1 1" THICK HIGH DENSITY INSULATION AND O SEALANT, CONTINUOUS AROUND THREE E"y 24 I SIDES OF SLAB EDGE AND BOTTOM #4 AT 10 o.c. EPDXY COATED DOWELS 1 3011 Q 24 WITH 2 CONTINUOUS #3 TIES #14'U' SHAPED REBAR AT THRESHOLD OPENING, TLI MAINTAIN 3" CLEAR, TYPICAL ALL SIDES. C + 1F! I,-N -"UP -ROTC CI AD UIN r'DAnE DEI AIFUM-LIJ l V I11 1-F I flll.l� I.V IV4RC I C JLH D-VIV L7RHVC RCIIVf VRI..LV VVI I I I 3011 6 x 6 W2.1 x W2.1 EPDXY COATED WELDED WIRE FABRIC. #4 CONTINUOUS, EXTEND 24" BEYOND/ SURFACE FINISH TO MATCH SIDEWALK I TIRESHOLD OPENING EACH SIDE. 4'-0" U.O.N. ON FOUNDATI PLAN • REFER TO SITE DRAWINGS FOR SIDEWALK COORDINA E WITH SITED SINGS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED AND DOWEL PINS AS REQUIRED. WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 11-011 PITCH DOWN ( 811 TOP OF SLAB ON GRADE 1/4" PER FOOT ELEV. = V-4" --- xf .......... x x x x x x 1 ,�-� ° DDD Don D � o a DDD D DaDDD � Y,D aaDD °.a DD oD a 0 �,D,° Q e e 0°QDeDe DeDe �D�`1aDD�aagD°4�°DDQaDD �� 1'-U°' - D°QpD�SQ eD°va 0 V DD 4D" a ooDnD �n o 0 #3 PLAIN TIE SET AT EACH i 0 0� goo VAPOR RETARDER 2#4 CONTINUOUS TOP AND N a BOTTOM. DOWEL ENDS INTO EXTERIOR SLAB DOWEL gOO • 8" � 1'-0" FOUNDATION WALL AT EACH END. 2" CLEAR 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE I OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL app o°QDD D DDD D° L FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. D° 8p D D i REFER TO SECTION 2/S3.4 l FOR WALL AND FOOTING ` REINFORCEMENT 2" CLEAR REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 2x8 CONTINUOUS CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH FOOTING FORMED KEY I CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN I RAR D GEOTECHNICAL ENGINEERS REPORT. REFER TO GEOTECHNICAL AND ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR OM PANY FOUNDATIONS AND CONCRETE SLAB -ON GRADE. L P 3" CLEAR STRUCTURAL ENGINEERS 3" CLEAR--]._ 1 --It`4 - 0 0Z0 BOTTOM OF FOOTING 0 oo 10 WATERCHASE DRIVE ELEV.=VARIES D pD L, DoepD Dp L, aD°oep pD Dp ROCKY HILL, CT 06067 Q aOeD D Q Oe D e D° Q 4DeD°D Q D D eDOe ° °Q ° e (860) 563 - 3820 Q9De D De °aDD°D REFER TO STRUCTURAL DRAWING 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 6" 1'-411 6" OVER NATURAL INORGANIC SOILS OF COMPACTED 51.2 AND S1.3 FOR BOTTOM OF STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOOTING ELEVATIONS, TYPICAL. 21-411 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. �ay`►aaaaaaa FOR FOOTING EXCAVATION REQUIREMENTS. eeeee,�� GON^/�`''s�e�i ewe .. SECTION 4 ate; a� 3/411 = 1'-0t1 53.4 N . 15911� 24 FhS�ON # 4 BENT DOWEL AT 18" o.c. WITH Q 5" THICK CONCRETE SLAB -ON GRADE REINFORCED knIn AL 24"F TWO CONTINUOUS # 3 TIES IN SLAB. 8 1/4" WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 2 x 4 CONTINUOUS FOOTING FORMED KEY AT TOP AND BOTTOM OF WALL x x x x x x x 00 { dj a I DpO vD aaD a DDo D o D a a DDO vO ° D e as MOSER ��D�� De QeDDaQpeDepo DeD DOa4DeDeDD DeDeDpaQD eDD DeD 5" THICK CONCRETE SLAB -ON GRADE REINFORCED 0,60 ° o WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. `�' gOo ° Oo ° PILON r1 I VAPOR RETARDER 711- -1 0 10NELSON TOP OF SLAB ON GRADE x x x x x x x x x _ 2" CLEAR 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE ELEV. = 1-4 OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL A R C H I T E C T S FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT pa�D �D p �D 'D ,'w WETHERSFIELD, CT. 06109 aa0 a0e°ae4Dp4°AaA4f 44°ae� �4°d ad d e d Do da DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. D ddd -ADddO (860) 563-6164 W pO W QO o a o0U o0U 1'-0" I # 4 AT 18"o.c. VERTICAL # 4 AT 16 o.c. HORIZONTAL EACH FACE { • # 5 AT 18"o.c. VERTICAL DOWELS TITLE 2 # 5 TOP AND BOTTOM, CONTINUOUS I FOUNDATION 3 # 4 CONTINUOUS IN REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH SECTIONS FOUNDATION WALL FOOTING I CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 3" CLEAR GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL I ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 3" CLEAR--]o 0 0 o DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR BOTTOM OF FOOTING 0 oFOUNDATIONS AND CONCRETE SLAB -ON GRADE. ELEV. =VARIES Q aDoD °poep°eon a Q a�1"49 of Dp �eDQo aDD DATE 1 1/2/2018 REFER TO STRUCTURAL DRAWING e D e D e a D D 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE S1.2 AND S1.3 FOR BOTTOM OF 611 1'-0" 6" OVER NATURAL INORGANIC SOILS OF COMPACTED COPYRIGHT (c) FOOTING ELEVATIONS, TYPICAL. STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S Moser Pilon Nelson Architects T-011 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. DWG. NO. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION � C 3/411 = 1'-0t1 S3.4 S 3*4 0 0 N N 0 N `m E _ z U 0 EL z 0- 101 12" REINFORCED MASONRY WALL. REFER TO SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT. — # 5 AT 18"o.c. VERTICAL DOWELS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING OF MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY . EMBED DOWEL 24 IN CONCRETE FOUNDATION WALL. WALLS 0 CO OU REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 711 x x x x aae � pD aQ e� D DeD ep v De Dp DD�D DDpD pDeD eD o�DeD e popD -�r 01 ae DnDpa ae � „o 000 VAPOR RETARDER 1-0011 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FII I RFFFR Tr) GFnTP('I-INICAI FI(� �I�IFFR'C RFPnRT CONTRACTOR NOTE: BEND DOWN DISCONTINUOUS FOUNDATION WALL HORIZONTAL REINFORCEMENT AT COLUMN POCKET EACH SIDE. EXTEND V-0" BELOW BOTTOM OF POCKET. REFER TO TYPICAL DETAIL A/c:z n ''TYPICAL mi INDATION \A"/AL I EI EVATIONII REFER TO COLUMN BASE DETAILS ON DRAWINGS S5.3 THRU S5.5 FOR BASE PLATE SIZE AND ANCHOR ROD LAYOUT. PROVIDE 2" DRY -PACK HIGH STRENGTH NON - SHRINK GROUT BENEATH BASEPLATE. APPROXIMATE FINISH GRADE, REFER TO SITE DRAWINGS —\ V-3" O.F. WALL REFER TO COLUMN SCHEDULE ON STRUCTURAL DRAWING S5.1 AND S5.2 FOR COLUMN SIZE AND STRUCTURAL PLANS FOR LOCA T !CN. COLUMN POCKET, FILL WITH SAME CONCRETE MIX AS CONCRETE SLAB ON GRADE AFTER BUILDING DEAD LOAD IS IN PLACE. REFER TO TYPICAL DETAIL 1/S3.0. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 1'-3" O.F. WALL I '�x . I I)" RFINIMP('Fr) MACnNRV \A/41 I RFFFR T(1 ,grI-IFf1I II F r1F DEFORMED BAR REINFORCING FOR MASONRY WALLS" FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT. _ I 4'-0" LONG VERTICAL DOWEL SIZE AND SPACING TO MATCH ,..--- - -- --- - — -- .......... - VERI ICAL REINFORCING OF MASONRY WALL. REFER I U "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS". EMBED DOWEL 24" IN CONCRETE FOUNDATION WALL. REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. REFER TO STRUCTURAL DRAWING S1.2 1" THICK HIGH DENSITY INSULATION AND SEALANT. AND S1.3 FOR TOP OF SHELF ELEVATIONS. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED APPROXIMATE FINISH GRADE, I WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. REFER TO SITE DRAWINGS 711 I 1 TOP OF SLAB ON GRADE ELEV. = 1'-4" x x -x x x x x x x x x aDD eD ADaD eD as D as as oD QQpDQDQ o�D eD INC 0A DN q o DnD nIMA AD �Dep e e DgpQDDgpaq�paD4 D pD DD o�DDq D o 0 411 • I , ooap as Oo r ° o VAPOR RETARDER # 4 AT 16 o.c. VERTICAL , 00 1'-0" 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE # 5 AT 16"o.c. VERTICAL DOWELS OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL # 4 AT 10"o.c. HORIZONTAL EACH FACE I FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELT] GEOTECHNICAL, P.C. 2 # 5 1 OP ANU BO ITI OIVI, COivI]ivUUUS i 2" CLEAR \ TYPICAL REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 4 # 4 CONTINUOUS IN I CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH FOUNDATION WALL FOOTING CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL -- i GKIGIAICCDIC DI:DnDT rDCAT[:n RV \A/GI TI r-MTP('I_IAII(AI D r 3 CLEAR LIVVIIVLLI\J IILI VI\1 Lr ILV UI VVLL11 VLV IL\111 0 3 CLEAR DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR r o I °a o FOUNDATIONS AND CONCRETE SLAB -ON GRADE. BOTTOM OF FOOTING o 0o 6:0& 0 ELEV. =VARIES a D 6" MINIMUM THICK LAYER OF 3/8u CRUSHED STONE BASE REFER TO STRUCTURAL DRAWING 6" 1'-811 6" OVER NATURAL INORGANIC SOILS OF COMPACTED S1.2 AND S1.3 FOR BOTTOM OF STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOOTING ELEVATIONS, TYPICAL. 2 -8 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. Fr1R FnnTlr\IG' FXCA\/ATInr\I RFnI IIPPKAFNITC SECTION 1 3/411 = 1'-01' S3.5 1'-2" N GALVANIZED L5(V)x3x1/2 STEEL ANGLE AT O.F. WALL WINDOW LOCATIONS, COORDINAT E WITH ARCHITECTURAL DRAWINGS. ANCHOR TO MASONRY BOND BEAM WITH 3/4" DIA. EXPANSION BOLT AT 24" o.c. i 1 1/2" I CONTINUOUS 8" MASONRY BOND BEAM ,L TOP OF MASONRY WALL --1 REINFORCED WITH #5 CONTINUOUS. ELEV. = 4'-0" - 8" REINFORCED MASONRY WALL. - PEINIMPrj: \A/ITI-I ifs nn\A/FI AT 37" n r 311_ REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. APPROXIMATE FINISH GRADE, REFER TO SITE DRAWINGS REFER TO PLAN TOP OF SLAB ON GRADE — 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. I r. F 7" aVDQ At, a e D _ °`DpO vD ° D V oD a p aDDDDD �o °ppa°Q D DaD aDDnpDnD a 411 DgpaDDaAo �a D pD D D °�DDa ° °DaD Qa D o ° VAPOR RETARDER 2" CLEAR 11-011 o g00 ° IL� 2411 MINIMUM LAYER OF COMPACTED I DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. # 4 AT 18"o.c. VERTICAL `" 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE # 4 AT 18"o.c. VERTICAL rV 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE (� #4 EPDXY COATED DOWELS AT 18" ox. WITH STRUCTURAL FILL. REFER TO � OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL 24" ( 2 # 3 EPDXY COATED TIES, CONTINUOUS. GEOTECHNICAL ENGINEER'S REPORT REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH I# 4 AT 12"o.c. HORIZONTAL EACH FACE FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT # 4 AT 12"o.c, HORIZONTAL EACH FACE FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 BY WELTI I CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH # 5 AT 18"o.c. VERTICAL DOWELS # 5 AT 18"o.c. VERTICAL DOWELS GEOTECHNICAL, P.C. CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 2 x 8 CONTINUOUS FOOTING FORMED KEY REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 2 x 8 CONTINUOUS FOOTING FORMED KEY REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH # 4 AT 18"o.c. VERTICAL # 4 AT 12"o.c. HORIZONTAL I ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. Ilk2" CLEAR CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 2" CLEAR CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN EACH FACE I DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR 2 # 5 TOP AND BOTTOM, CONTINUOUS 2 # 5 TOP AND BOTTOM, CONTINUOUS GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL FOUNDATIONS AND CONCRETE SLAB -ON GRADE. # 4 AT 16"o.c. HORIZONTAL EACH FACE k 3 # 4 CONTINUOUS IN ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 3 # 4 CONTINUOUS IN ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. # 5 AT 18"o.c. VERTICAL DOWELS r FOUNDATION WALL FOOTING DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATION WALL FOOTING DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR 2 x 4 CONTINUOUS I # 4 AT 18"o.c. VERTICAL 3" CLEAR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. FOUNDATIONS AND CONCRETE SLAB -ON GRADE. FOOTING FORMED KEY 2 x 8 CONTINUOUS 3" CLEAR = _ FOOTING FORMED KEY 3" CLEAR 3" CLEAR 2 # 5 TOP AND BOTTOM, CONTINUOUS rl o 0 0 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE o 0 0 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 2 # 5 TOP AND BOTTOM, CONTINUOUS IN I BOTTOM OF FOOTING o 0o goo o OVER NATURAL INORGANIC SOILS OR COMPACTED BOTTOM OF FOOTING o 00 00 0 �— OVER NATURAL INORGANIC SOILS OR COMPACTED 3#4CONTINUOUS ELEV. =VARIES p DD D°e amp °aDp DD po a a �D °a Dp STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S p D D° ° o peDD DD D° ° ° �D"°a OD STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOUNDATION WALL FOOTING Q aDaD Q pDaD DQ p 4DeDaD pOaD aDD q qD a ELEV. =VARIES Q oDap q QDaD Dq p aDaDQD QDeC, eDpe Q QD a� 3 # 4 CONTINUOUS IN I q a p p D a as DqD e ° REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. qa p p D a a a pqD ° REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOUNDATION WALL FOOTING FOR FOOTING EXCAVATION REQUIREMENTS. FOR FOOTING EXCAVATION REQUIREMENTS. REFER TO STRUCTURAL DRAWING 6" 1'-411 6" REFER TO STRUCTURAL DRAWING 6" 1'-411 6" REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 3" CLEAR S1.2 AND S1.3 FOR BOTTOM OF S1.2 AND S1.3 FOR BOTTOM OF 3" CLEAR I TYPICAL 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE FOOTING ELEVATIONS, TYPICAL. I II FOOTING ELEVATIONS, TYPICAL. 2 -4 S E C T I O N FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. TYPICAL OVER NATURAL INORGANIC SOILS OR COMPACTED 2 -4 4 Qo ° o o BOTTOM OF FOOTING o0U goo ooU goo STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S S3.5 ELEV. -VARIES D D D°e a`o aDD DD D° op aD Dp DD D DD p a a9p °eDD D D a a Doe D REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. Q aDep QD Dap a a p 4DepaD DaD a De ao a4 p aDaD a pDaD Dq Q oDeDgD°Da► npDe QoQ aD a FOR FOOTING EXCAVATION REQUIREMENTS. S E C T I O N 5 37 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE a D e p a D p as D D D 3/4t1 - 1'-0" 53.5 7 -6 if -ill O.F. WALL OVER NATURAL INORGANIC SOILS OR COMPACTED 6" 1'-0" 6" 6" 1'-411 6" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S I REPORT DATED APRIL 19, TO O WELTI GEL ENGINEER'S 'CAL, P.C. 21.011 2'_411 CONTINUOUS GALVANIZED C8x11.5 TO RECEIVE DOCK LEVELER. DETAILING #4 EPDXY COATED DOWELS AT 18" ox. WITH FOR FOOTING EXCAVATION REQUIREMENTS. GALVANIZED PIPE SLEEVE AT RAILING POST IS BASED ON FLUSH MOUNT WELD BASIS OF DESIGN E MEDLF 2 # 3 EPDXY COATED TIES, CONTINUOUS. LE IN ACC — 111 SERIES DOCK LEVELER. WELD DOCK LEVELER TO CHANNEL IN ACCORDANCE 24" GALVANIZED L5 x 3 1/2(V) x 5/16 CONTINUOUS ANGLE WITH 3/4" WIDE LOCATIONS, COORDINATE RAILING SYSTEM I x 1/8" THICK BENT STRAP ANCHOR AT 30" D.C. FOR LENGTH OF ANGLE. S E C T I 0 N 6 WITH ARCHITECTURAL DRAWINGS. WITH MANUFACTURERS REQUIREMENTS. TOUCH UP ALL FIELD WELDS WITH 24 ANGLE SHALL BE SET IN PLACE PRIOR TO PLACEMENT OF CONCRETE. ti 22 GALVANIZING PAINT AS CALLED FOR IN PROJECT SPECIFICATIONS. I 9 1/4" 3/411 = 11-011 S3.5 APPROXIMATE FINISH GRADE, 1 CONTINUOUS CHAMFER, 6 THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 5" THICK CONCRETE SLAB -ON GRADE REINFORCED REFER TO SITE DRAWINGS. TYPICAL AT ALL EXPOSED 6 x 6 W2.9 x W2.9 EPDXY COATED WELDED WIRE FABRIC. I WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. CORNERS. DOCK LEVELER BY OTHERS. TOP OF WALL _ - t; 8" REINFORCED MASONRY WALL. REFER TO "SCHEDULE OF _ PITCH DOWN 3/411 I _8„ ELEV. -VARIES REFER TO SITE DWGS. 5 THICK CONCRETE SLAB -ON GRADE REINFORCED DEFORMED BAR REINFORCING FOR MASONRY WALLS" FOR SIZE __ TOP OF SLAB ON GRADE ' REFER TO SITE DWGS. WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT. ELEV. = 1'-4" = x x- x —x x x x x X x x x� x x x x x x x x x x' REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR aD q . a eDD°N) "4QoD aQ DaD aDDgQD DoppapoDopDaD epDaQDap TOP OF SHELF ELEVATIONS. 4 ° �0 0 REINFORCED CONCRETE PIER CENTERED ON COLUMN VAPOR RETARDER r,Rlr) I INFO I I n N RFFFR Tr)_ PIFR Cr'NFrll II F Fn_R C17F a D -L Qo a a DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. AND REINFORCEMENT ON STRUCTURAL DRAWING S1.1. —� _ L 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE ODQ a a a Q aQ a Q a a Q aQ a Q a a Q aQd dQ a od d p dQ OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL �pQ pQ d d �p a d�d orp po os, po °d I # 4 AT 18 o.c. VERTICAL ANCHOR RODS SHALL BE TIED IN PLACE PRIOR TO CONCRETE I FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT °��ca °�oo'� 1, 0„ I PLACEMENT. NO WET SETTING OF ANCHOR RODS IS ALLOWED. _ i r n n DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 1111 -1 �--- REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTINUE TYPICAL WALL AND FOOTING REINFORCEMENT I TYPICAL REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH # 4 AT 16"o.c. HORIZONTAL EACH FACE j THROUGH COLUMN PIER AND FOOTINGS WHERE POSSIBLE. CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH I CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN REFER TO CONTRACTOR NOTE ABOVE IN THIS SECTION. I CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN • I 2" CLEAR GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL = _ =1= _ = GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL r� I ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. rAICIAICrwc DrD/lDT rDCATcrI OV %Airn TI Ccn-rcrumI/-AI D r L CLEAR 3" (.LEAK LINUI IN LLRJ RLrIfRI `IALtA LtJ DI VV LLII QLV I Ll,n I V I k-ML, r.,, 2 # 5 TOP AND BOTTOM, CONTINUOUS DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR 3" CLEAR I DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR 1 FOUNDATIONS AND CONCRETE SLAB -ON GRADE. o • o o FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 3 # 4 CONTINUOUS IN BOTTOM OF FOOTING OKAR00 0 FOUNDATION WALL FOOTING r ELEV.=VARIES D�aD�eD DnaDDIaDD� Q QVp-pava Davy .p- p na ava"av V "p Awa a°" aV a Q°V QD e e q a e qa D a D p e a� D DQD Qa a p QD �— 6" MINIMUM THICK LAYER OF 3/8n CRUSHED STONE BASE I 3" CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE REFER TO STRUCTURAL DRAWING ° - OVER NATURAL INORGANIC SOILS OF COMPACTED 3" CLEAR OVER NATURAL INORGANIC SOILS OF COMPACTED 51.2 AND 51.3 FOR BOTTOM OF STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S °�° FOOTING ELEVATIONS TYPICAL. REFER TO "FOOTING SCHEDULE" ON STRUCTURAL BOTTOM OF FOOTING o 0o I gOo 0 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. DRAWING S1.1 FOR SIZE AND REINFORCEMENT CnD CnnTlnlr; CVrAVATinnl DMI 11PGNAFr\IT4Z D" a Q4 D D Q D fr - U LU AFKI. • ZU 6 by VVL I I LU LUHI NK-A � � 1 V1\ 1 VV I IIVV LI./1 v/-I lviv nLKVlnuvluv lJ. Y ELEV. -VARIES - Q aDpD q�° DOD°e 4 Q o�Da�° DgoD n D Da Q a0 KEPOF('I UA'I EU AI'KIL :L9, LUltS tiY WtLI I C�tU I t(.HIVIC.AL, FA­ FOR TO STRUCTURAL DRAWING a a D a D a a D D ° FOR FOOTING EXCAVATION REQUIREMENTS. SECTION r2 S1.2 AND S1.3 FOR BOTTOM OF 6" " 1'-0611 FOOTING ELEVATIONS, TYPICAL. 2 011 3/411 = 11-011 S3.5 C 44 SECTION r3 2 O.F. WALL '-2 1/2" 3/411= 11-011 S3.5 I GALVANIZED L5(V)x3x1/2 STEEL ANGLE AT O.F. WALL ., WINDOW LOCATIONS, COORDINATE WITH ARCHITECTURAL DRAWINGS. ANCHOR TO j 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH MASONRY BOND BEAM WITH 3/4" DIA. VERTICAL REINFORCING OF MASONRY WALL. REFER TO 8" REINFORCED MASONRY WALL. REFER TO "SCHEDULE OF 1 EXPANSION BOLT AT 24" o.c. DEFORMED BAR REINFORCING FOR MASONRY WALLS" FOR SIZE "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT. WALLS". EMBED DOWEL 24" IN CONCRETE FOUNDATION WALL. _ _ I REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT 11 /2" CONTINUOUS 8" MASONRY BOND BEAM 47 OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. TOP OF MASONRY WALL REINFORCED WITH #5 CONTINUOUS. 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH _ Y ELEV. = 4'-0" 6 x 6 W2.9 x W2.9 EPDXY COATED WELDED WIRE FABRIC. I h 111 THICK HIGH DENSITY INSULATION 8" REINFORCED MASONRY WALL - 1" CONTINUOUS CHAMFER, TYPICAL AND SEALANT, CONTINUOUS 31' 5% REINFU0RCE VVI1H #5 DVVVELM1 32" V. I—, AT ALL EXPOSED CORNERS. I 5'_111 77 5" THICK CONCRETE SLAB -ON GRADE REINFORCED (' REBAR SHALL BESET AND TIED IN PLACE 1" THICK HIGH DENSITY INSULATION TOP OF EXTERIOR SLAB ELEVATION VARIES. WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. PRIOR TO PLACEMENT OF CONCRETE AND SEALANT, CONTINUOUS REFER TO SITE DRAWINGS FOR PITCH. REFER ; TO PLAN g" FOUNDATION WALL. NO EXCEPTIONS. x ' 5" THICK CONCRETE SLAB -ON GRADE REINFORCED TOP OF SLAB ON GRADE PITCH DOWN APPROXIMATE FINISH GRADE z j WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. ELEV. = 1'-4" REFER TO SITE DWGS. � x x x x x x x x x x x REFER TO SITE DRAWINGS REFER �,� .� x x x x x I a aDDgp e D a e D aD a�pp° D a<DD a DD TO PLAN 711 -- a a aD D aDDDQ a DQDD DaD apDapDaD a DaD a TOP OF SLAB ON GRADE Dap\� QQDa4DQp I a DpDQaDD D QaDADgpDD D Q DaQ ELEV. = V-4" I' x x x x x x x x x l`AI\/A AI I7rr\nfTr rl rr\/r AT n A 11 i A I r nrlcT n.np OLlpO Odp_�I aQ- D a`b na I \)A \1 nQ NMn\l�� _ ;— VHLV/-\IVILCV PIrCJLCCVC/-\1 RHILIIVV rwl qVp a D" P DQD DL °pep aeDceDaaD LOCATIONS, COORDINATE RAILING SYSTEM Q�D�1 �DQ OODy aa4D�aDOOaD aep °oa oae �o pda ad°° d ° O000 L VAPOR RETARDER 1-0„ -- D eD DDDgDp�DpppD�aQDapp WITH ARCHITECTURAL DRAWINGS. o o ° qpp a DDa °DDQp °Op o D pD Da�DDa 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE oDQ��D4 °�°Da o 0 2x4CONTINUOUS °°aD ae D 4" MINIMUM THICK LAYER OF 3/4" OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL 1 OII o goo o VAPOR RETARDER FOOTING FORMED KEYA I 2 CLEAR CRUSHED STONE BASE OVER 16" FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I RAR D AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 �0%'1o2`'O° .ON/V `hi���' r� m' .15911 �Q #5 CONTINUOUS AT TOP AND BOTTOM OF WALL - 1 11 11 \ Q Do° Dp Dp p00 p Dp p Dp D DD a p.; �DDDDaaD°oDQ Q�pp°DQp r, Q �DQ op DaD D DaDo �aD paD p paDp DaD D D DaDo Da pD Q D a p D a a a Dq D o Dp D a DDoQDp D a 4-0 LONG VERTICAL DOWEL SIZE AND SPACING TO MATCH VERTICAL #4AT18 o.c.VERTICAL N D D DD pD�a a eD aeD°°aD aeD aD°°eD aaD°°eo aD DQa DQD opQ p Da gD�DQ q 11 ' 2 CLEAR d� adaoae aD°°aD aeD DgpDDgQ\ Q�aDa D p D a 7 REINFORCING OF MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR ° TOP OF SLAB REINFORCING FOR MASONRY WALLS". EMBED DOWEL 24" IN CONCRETE F FOUNDATION WAL SHALL BE SET 1'-01I goo ELEV. = 3 -41. x x x_ x x x TOP OL 1'-0" � 1'-0" VAPOR RETARDER FOUNDATION WALL. REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO LEVELTO RECEIVE EMBED CHANNEL. MO SER DD- - eD Dp DDeD DQ PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE 4DapaD° DQ aD a0°D oD�a 4DDeD D°p o GRADE REINFORCED 2" CLEAR 0 5" THICK CONCRETE SLAB -ON # 4 AT 16 o.c. HORIZONTAL EACH FACE 00 11 011 WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. APPROXIMATE FINISH GRAD REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 711 REFER TO SITE DRAWINGS. CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH TOP OF SLAB OL ' CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN x it x x x ELEV. = V-4" x x # 5 VERTICAL DOWEL AT 18" ox. GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL x x It ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL P.C. ap4 D°d 4AQQp °Q°°dQQp OadQQp ° 0°adQQp 4 D Ac 'P4 Vtd d Q °QD Pd Q,45 Pd DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB GRADE. a dQ,4A DdQ46Q `60, -ON � goo 2 x 4 CONTINUOUS 1-0 , VAPOR RETARDER 2 # 5 AT BOTTOM OF WALL, CONTINUOUS FOOTING FORMED KEY #4 AT 12" o.c. HORIZONTAL 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE #5 AT 18 o.c. VERTICAL DOWELS OVER 16 MINIMUM LAYER OF COMPACTED STRUCTURAL 9 CONTINUOUS HORIZONTAL # 5 BARS, # 5 HORIZONTAL AT 12 ox. FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DISTRIBUTED EVENLY AS SHOWN. AT TOP OF FOOTING CONTINUOUS 2x4 FORMED KEY DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 3" CLEAR, TYPICAL REFER TO STRUCTURAL DRAWING 3 #4 CONTINUOUS IN FOOTING REFER TO STRUCTURAL DRAWING S1.3 FOR S1.2 AND S1.3 FOR BOTTOM OF „ 3 CLEAR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. . . • • • 3" CLEAR, TYPICAL FOOTING ELEVATIONS, TYPICAL. 0 rl 0 � o�p� `.lam' o _. q �o - o `�� 0 • °Q��°�, BOTTOM OF FOOTING o oo� goo 0 BOTTOM OF FOOTING o D p°aDp �o goo ELEVATION =VARIES D p e DaD oaDD DD p°D DD p°D p D o p D Q p p a Q a D°a Dq e DD DD ° p D D DD p a DQ p aDepgD p aDapgD p 2q,4Q p p qD QD�D aDDe Q ELEV. = VARIES DD e Don D DOp Dp DD DQ Qa a p4D QaDaDQ DDeD q QDnD a4 D D e D Dp aDQD gDapgD q aD e pp e4 q D a e QoD DQD ° e p 3" CLEAR ea�aDa pDga p 6 MINIMUM THICK LAYER OF 3/8 CRUSHED A p STONE BASE p p OVER NATURAL INORGANIC SOILS OR COMPACTED 3'-011 1'-0" 1'-0" 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 6" 8" 6" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S1. OVER NATURAL INORGANIC SOILS OF COMPACTED 1 8 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 5'-011 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOR FOOTING EXCAVATION REQUIREMENTS. REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. S E C T I 0 N 9 S E C T ION r8 3/411 = 1'-011 S3.5 3/411 = 11-011 S3.5 1/4" THICK x 1 1/2" WIDE STRAP ANCHOR AT 24" o.c. ALONG LENGTH OF EMBED CHANNEL. SHOP WELD ANCHOR TO WEB OF CHANNEL AND 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE I l -t OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT PILON GALVANIZE ASSEMBLY AFTER FABRICATION. PROVIDE CONTINUOUS OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL r DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. #4 EPXXY COATED REBAR TIGHT TO STRAP LEGS. FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT NELSON DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. I REFER TO SITE DRAWINGS FOR SITE A R C H I T E C T S CONCRETE AND CONTINUOUS TRENCH DRAIN REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH # 5 AT 18"o.c. VERTICAL DOWELS " CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH 2 CLEAR 30 J O R DA N LANE WETHERSFIELD, CT. 06109 _ CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN (860) 563-6164 GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL —__ # 4 AT 18 o.c. VERTICAL I ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. TITLE # 4 AT 16"o.c. HORIZONTAL EACH FACE • DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR ( FOUNDATIONS AND CONCRETE SLAB -ON GRADE. # 4 AT 12"o.c. HORIZONTAL EACH FACE t FOUNDATION \ 2 x 8 CONTINUOUS FOOTING FORMED KEY # 4 AT 18"o.c. VERTICAL SECTIONS AT TOP AND BOTTOM OF WALL. t 2 # 5 TOP AND BOTTOM, CONTINUOUS 2 # 5 TOP AND BOTTOM, CONTINUOUS 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 3" CLEAR Q 3" CLEAR Q 3" CLEAR I 6 MINIMUM THICK LAYER OF 3/8 CRUSHED STONE BASE DATE 11/2/2018 o go o o O° g o p goo o OVER NATURAL INORGANIC SOILS OR COMPACTED COPYRIGHT (c) TOP OF SLAB ON GRADE ELEV. = -6-6 00 e a D D D° po ° D aD a D D D aDD aDD D aDD e qa D D a D °eD aDD Do a g a D Da D °a D Q�,D� STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S Moser Pilon Nelson Architects aDD Q aDaD aDD QD DaD a a p aDapaD Dap a Da a Q aD p DDeD Q pDa° Da p aDapaD aDDe a ° REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. e a D a D e - D D ° Q a D D p e a DQD FOR FOOTING EXCAVATION REQUIREMENTS. DWG. NO. 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OR COMPACTED 611 1'-0" 611 S E C T 10 N 7 6" V-4" 611 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S 2 0 2 -4 S3*5 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 3/411= 1'-0f1 S3.5 FOR FOOTING EXCAVATION REQUIREMENTS. REVISIONS CONFORMED SET MARCH 22, 2019 4l LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING OF MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS". EMBED DOWEL 24" IN CONCRETE FOUNDATION WALL. REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. VARIES TOP OF SLAB ON GRADE nil rl rl nlrlln/"rfl AAA1^1Il 1A/Al I nrl Tll Z5 REIIVrVRt-U) IVIHJVIVI(T VVF\LL. REFER 10 "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 711 I I TO I Tr1 r\/ - q1 nn I I I I- - A CLCV.=1-4 X X X X X X 1� 11 I %a�/.e n aO.e e a e>,A- (/o Udp�dVQp"v-d N>''dV q, 0`�'dV`u' Ddd ODdd d d 0 °DedOD 4 d O ODQd04 ODd a ° 4 D �D° pd pd Dd� dd�� dd�ODe O 0 0 aaA daA daA d o D°d pa d 4 1'-0" 00 o g,n..o °° OD a d o �Da 0 �O o 1'-0" 4" MINIMUM THICK LAYER OF 3/4" CRUSHED #4 AT 12" ox. HORIZONTAL STONE BASE OVER 16" MINIMUM LAYER OF #5 AT 18" ox. VERTICAL DOWELS COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED CONTINUOUS 2x4 FORMED KEY APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 111 tFJ 111.1.111 Ill .1 A VVVVJ.`iTTVI- REFER TO STRUCTURAL DRAWING AND BOTTOM OF WALL S1.2 AND S1.3 FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. o 3" CLEAR ( 3 #4 CONTINUOUS IN FOOTING I I BOTTOM OF FOOTING o - n go ELEV. = VARIES D°4Ds° a Da 3 CLEAR a4 p4a e Dap aD4a ° 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 6" 8" 6" OVER NATURAL INORGANIC SOILS OR COMPACTED I J. STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S 11-811 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 2 3/411=1'-011 53.6 1" CONTINUOUS CHAMFER, TYPICAL AT ALL EXPOSED CORNERS. TOP OF WALL ELEV. = VARIES, REFER TO SITE DWGS. # 4 AT 18"o.c. VERTICAL REFER TO SITE DRAWINGS FOR SIDEWALK AND DOWEL PINS AS REQUIRED. 79 1/4" 19'-01 1 L 51-111 J I I Iil.l\ I.IJIVI.I\L I L JL%-1U-lllV VI\%'\VL '� REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. I 8" REINFORCED MASONRY WALL. REFER 7 I 8 TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" SLAB ON GRADE FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT ELEV. = 3 -4 x x x x x x X RAMP SLAB ON GRADE DO -\ X�-X x �REFER TO DOWN 5" THICK CONCRETE SLAB -ON GRADE REINFORCED pDeD°D° pDa°°a°° aD I D X-�" x x ARCHITECTURAL DRA WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. CONTINUOUS PRE -MOLDED JOINT aDn°aD D4 aDe°aD D e D a a °O a° D° a° ° aD O e °°O ° D D D D X X_ _x- x_ WINGS noD° D°spa �D _ .n DD D DQ DD .►D ��Dd�°a°4 PaADQDDn� _ X x- n a n On D QDe a D FII I FIR AND gFAI ANT TYPICAI �,p I aonD v ve a o V a a \)A,Qv D ° D D D ° D a av VD aD D x- x---- _X-- ___...... _ _.. _ ......... _.. _. ,op 1'-Oil 0�po aDaaD D4 QD°DQDD°° aDD°eD°DQDDDOdD DD x�.'_x- x_:__x- _ I \ 24" o oca a oa Do0 D D ° ° Q QD°°aD° DQ 4D a� p°ti D aD DD D° d°a D° d°a D D D D x X-_'._._X_...�.X-� _X_ 11 aDeaDDeD DDeDQoDDDe °0 aDDeDoeDa D D X'X---x #4 AT 18 D.C. WITH 2 # 3 TIES, CONTINUOUS. I o aDe aD D4 QD°DQp D aDDD ° ° Q o° °DQ D D D x-._._x�_x:_,_ 24 1-0 00 D e QDeaDDeD DOeDQaDODe °D aDDaD° DQ 0 o aDe aD LA QD°DQD ° D aD D°e D° °DQ D° e #4 AT 12" o.c. HORIZONTAL o0o Da QD°QDD°ODD°°QaDe°aD o4aDoap�° aDDDD°e°aD°e°QDDa°OAA°°a°°° ppaDOD° pDa°°° D I aDe QD 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM o �� o _C Q De LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S o o��o� 1'-0" REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. #4 AT 12" ox. HORIZONTAL #5 AI 18 O.C. VERI ICAL DOWELS i #5 AT 18" ox. VERTICAL DOWELS REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING OF MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS". EMBED DOWEL 24" IN CONCRETE FOUNDATION WALL. REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. DCIA117(-% `rtl \A/ITLI G .. G \A/')'I \AM 'I RLI INFUM.EV VVl I ri V h V VVL.1 x VV/- -L WELDED WIRE FABRIC. 7" in c x x x x x DD Q° ea° 'a4 D e D aD ° 0 o0U 11-0" I TOP OF SLAB ON GRADE ELEV. = 1'-4" STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 i a i rONTINI1011I$ 2x4 FnRMFD KFY I .--- #.S CO.N.T►NUOUS ATTOP AND BOTTOM OF WALL WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. CONTINUOUS 2x4 FORMED KEY #5 CONTINUOUS AT TOP AND BOTTOM OF WALL 3" CLEAR I 3 #4 CONTINUOUS IN FOOTING 3 #4 CONTINUOUS IN FOOTING I 3" CLEAR O 1 ICI o o O ti • • O p BOTTOM OF FOOTING o po 0 0 8 I o BOTTOM OF FOOTING r ELEV. VARIES DaDD e D°° ° D°aDD o D D°D °DD DD D aDp e D°e a °°n D C D D°D °pDaDO ELEV. = VARIES v 3" CLEAR apaa4 e a ° ° ° ° a a D 3 CLEAR �aDea4aaa°Da°°D4�oD°oD4�°D I, 11 11 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 11 11 11 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE REFER TO STRUCTURAL DRA`VV'ING 6 8 6 6 8 6 S1.2 AND 51.3 FOR BOTTOM IF OVER NATURAL INORGANIC SOILS OR COMPACTED OVER NATURAL INORGANIC SOILS OR COMPACTED 11_811 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S S E C T I 0 N 1 1'-811 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S n/ FOOTING ELEVATIONS, TYPICAL. - 5" THICK CONCRETE SLAB -ON GRADE REINFORCED \A/ITLI G x C \A/') 9 x \An 9 \A/CI nl:n MIRE EADDIl -- VVI I I I V V VVL..L J. VVL.1 VVLLVLV VVI\L 1 /-\l V. 1811 r8 #4 AT 18" D.C. WITH 2 # 3 TIES, 24" I CONTINUOUS. TYPICAL AT EACH WALL. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED # 5 AT 18"o.c. VERTICAL DOWELS "All 0 # 4 AT 16"o.c. HORIZONTAL EACH FACE 2 x 4 CONTINUOUS FOOTING FORMED KEY 2 # 5 TOP AND BOTTOM, CONTINUOUS 3 #4 CONTINUOUS IN 3" CLEAR FOUNDATION WALL FOOTING REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. o ,^ no o BOTTOM OF FOOTING o 00 14 ELEV. =VARIESD° DpD p DoD 3" CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE e aDe D e c D D OVER NATURAL INORGANIC SOILS OR COMPACTED 6" 1'-0" 61' STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S ir REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 2'-0" FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 5 3/411 = 1'-0" S3.6 24" 7 #4 AT 10" o.c. EPDXY COATED DOWELS 24" WITH 2 CONTINUOUS #3 TIES 4" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 EPDXY COATED WELDED WIRE FABRIC. SURFACE FINISH TO MATCH SIDEWALK REFER TO SITE DRAWINGS FOR SIDEWALK AND DOWEL PINS AS REQUIRED. TOP OF SLAB ON GRADE ELEV. = V-4" -- - 41-011 PITCH DOWN 1/4" PER FOOT A O.F. WALL 3/411 WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19 701R FnR ALL SITF SOILS PRFDARATION F(1R FOUNDATIONS AND CONCRETE SLAB -ON GRADE. REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 N OLw -X X X X ) a°dp0aMA°0a�Daado�p°ep0a0 All 40 DdOp d0 d0 DdG REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. 41-211 It 8" 2'-10" 8" REFER TO ARCHITECTURAL DRAWINGS FOR GUARDRAIL SYSTEM 1" CONTINUOUS CHAMFER, TYPICAL #5 CONTINUOUS AT TOP AND BOTTOM OF WALL 5" THICK CONCRETE SLAB -ON 3/411 = 1'-011 S3.6 x x• x x x x GRADE REINFORCED WITH 6 x 6 DD a4pad ae p4p eD°D eD°ae W2.1 x W2.1 WELDED WIRE FABRIC. 044�0 adp�p°dODaDa°apaDa°°DaDD^°a° _ Ica o° TOP OF SLAB ON GRADE 0 x x x x x x ELEV. • p D a D° a°aD °° a ° a°a ° aDe°aDDaD DDaD� oDa°aDDa► DADODeD #4 AT 12" o.c. 0 0 HORIZONTAL gOO o 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE #5 AT 18 O.C. OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL VERTICAL DOWELS -� CII I DGCFD Tn r_pnTFr W rl 1-1\II! AI Gt\i( it\IGGR'C PFDOPT �- CONTINUOUS 2x4 I DATED APRIL 19 �2018 BY WELTI GEOTECHNICAL, P.C. FORMED KEY FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. 3" CLEAR 3" CLEAR 0 0 I rI o o . . . 09,rL� �s�,Q o . L• o o rl BOTTOM OF FOOTING o g`fp�° o o °�08 g o ELEV=VARIES DaDD °°° e °°aD°o D °°D°4DDoDD °aDD e D°° a DaDD D D°D° DD DD 3" CLEAR Qa a0pae°D°n°Do paD°pDQa a aD �aDeaQp4o°°ap°po D°°e Qa 44D 311CLEAR 3 #4 CONTINUOUS IN 6" 8" 6" 611 81' 61' 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER FOOTING, TYPICAL NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER 11-81, 1'-8" TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 4 3/4" = 1'-011 S3.6 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING OF MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY GALVANIZED L5 x 3 1/2(V) x 5/16 CONTINUOUS ANGLE WALLS". EMBED DOWEL 24" IN CONCRETE FOUNDATION WALL. 1" WITH 3/4" WIDE x 1/8" THICK BENT STRAP ANCHOR AT REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT 30" ox. FOR LENGTH OF ANGLE. ANGLE SHALL BE SET OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. 60 IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. I• x x x x x x x x x x x x x x x x 0000 I D 4 o 4 °�DDQa�°Da DD4�ODQaODDoD D°D°DDa4DeDe 9 3/411 I D D :�D DaD�pa a Q D a -aeD aeDD O o 2#4 CONTINUOUS TOP AND N 2x6 CONTINUOUS r goo VAPOR RETARDER BOTTOM. DOWEL ENDS INTO FOOTING FORMED KEY FOUNDATION WALL AT EACH END. 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE I OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. aDD °aDD ° DDD p° DQO° o °D°D°D °0 ° TOPSOIL SUBSOILS BENEATH o D D D 4 REMOVE ALL EXISTING FILLS, , 811 I CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH REFER TO SECTION 2/S3.4 CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN FOR WALL AND FOOTING GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL REINFORCEMENT I ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR (, FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 2x6 CONTINUOUS FOOTING FORMED KEY a i 3" CLEAR 0 I , o 0 04 rL _ BOTTOM OF FOOTING o 00 I 00 '0 ELEV. =VARIES D°aDe° Q °a 4 aDe°°D° �Da° e De °o4aDDe 3 CLEAR iaDe° 4- 4 D D e a s DQD 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE REFER TO STRUCTURAL DRAWING 6" 1'-411 6" OVER NATURAL INORGANIC SOILS OF COMPACTED S1.2 AND S1.3 FOR BOTTOM OF STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOOTING ELEVATIONS, TYPICAL. 21-411 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 8 3/411=1'-011 S3.6 11'-311 O.F. WALL I 12" REINFORCED MASONRY WALL. REFER TO I- "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 7" TOP OF SLAB ON GRADE x ELEV. = 3'-4" x x x x- X x x x x x x # 4 AT 16"o.c. VERTICAL I a pa� pD e eD eD D� aaaDD° ,p e�DD °DODO p apDa D pDeDQaDDDa DeDeDpa4DeDepeDe e CONTINUOUS VERTICAL GALVANIZED I k°a an °d°D go 0 DOVETAIL ANCHOR SLOT AT 16" o.c. I° o VAPOR RETARDER • I gO0 0 til 1'_0' 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE q OVER 16 MINIMUM LAYER OF COMPACTED STRUCTURAL ------ I0 FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT TOP OF VENEER SHELF DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. ELEV. = REFER TO FOUNDATION PLAN REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH z CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH # 5 CONTINUOUS AT SHELF 5 1/2" V-2 1 CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN r, GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL # 5 AT 16"o.c. VERTICAL DOWELS I ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR 2x8 CONTINUOUS FORMED KEY i FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 2 # 5 TOP AND BOTTOM, CONTINUOUS 4 # 4 CONTINUOUS IN I # 4 AT 10"o.c. HORIZONTAL EACH FACE FOUNDATION WALL FOOTING 1 t-3" CLEAR o I 0 0 0 BOTTOM OF FOOTING o 00 00 0 ELEV. = VARIES QaDDD �°°deb n°o D QaDDD �° DpD Nov,°D D QapD° 3 CLEAR °De ° o a o °D° e a D D°° REFER TO STRUCTURAL DRAWING e D 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE S1.2 AND S1.3 FOR BOTTOM OF 611 1'-8" 6" OVER NATURAL INORGANIC SOILS OF COMPACTED FOOTING ELEVATIONS, TYPICAL. 2 8 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 7 3/4" = 1'-011 �_6 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. O ^ H � r- O 22 5" THICK CONCRETE SLAB -ON GRADE 1 1/4" REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. TOP OF SLAB ON GRADE 1" NOSING, TYP. O �/ W A ELEV. = 3'-4" x x x x x x I 1" pDeD°D° DDa°oa°a D 11 REFER TO ARCHITECTURAL DRAWINGS RUN FOR STAIR RISE AND RUN DIMENSIONS. F aDa°°D D4 oDeDoD o F+i o I • • w (.I o N O W #5 CONTINUOUS AT TOP a aDDaD TT I AND BOTTOM OF WALL O Da° TOP OF SLAB ON GRADE \ DA°_no.e I 2Q, 24" #4 AT 18" o.c. WITH 2 # 3 TIES, CONTINUOUS. v�D� ELEV. = 1'-4" de Dv4A ° X K .K X X. X X x Dvo - I a°a D° D a D O 44 e a4°D°D 0 QD°°aD D a 1, D D a D4 QDe°aD D4 aD°D°D D a D D D a D4 aD°Da �/� #4 AT 12" o.c. HORIZONTAL 2 8 #5 AT 18" ox. VERTICAL DOWELS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED • i WITH 6:x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM l"/"1AITI All 1(ll it ')..A rll ffA Arm vr\/ _-_-_ I LOIN I IIV V V VJ Lh4 FORIVIED KET I AYFR nF C(1MPACTFID STRtICTt IIRAI FII I RFFFR Tn C FnTFCHNI(AL FNGINFFR'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. REFER TO STRUCTURAL DRAWING 51.2 AND S1.3 FOR BOTTOM OF 11 3 CLEAR I„ REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FOOTING ELEVATIONS, TYPICAL. o I FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED I� IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT o o CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS BOTTOM OF FOOTING o gO�O o e°D D as DD �°a °D QapD PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. ELEV. -VARIES Qap4 ° �°Q� ID 3" CLEAR 611 81' 6„ 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS 3 #4 CONTINUOUS IN FOOTING OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 11-811 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. Ir SECTION D 3/4111'-01' 53 8" REINFORCED MASONRY WALL, REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR SIZE AND SPACING OF REINFORCING. VERTICAL DOWEL WITH STANDARD HOOK IN SLAB HAUNCH, SIZE AND SPACING TO MATCH VERTICAL REINFORCING OF MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS". GROUT FIRST COURSE SOLID, ALL VOIDS CONTINUOUS. 2 # 5 BARS CONTINUOUS IN SLAB HAUNCH. 5 THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. TOP OF SLAB ON GRADE ELEV. = V-4" o - 1811 #4 AT 18" o.c. WITH 2 # 3 TIES, CONTINUOUS. 24" 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. TOP OF RAMP SLAB ON GRADE '-• x X- x--x x- ELEV. = VARIES `r 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER • 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY \ WELTI GEOTECHNICAL, P.C. `- #5 CONTINUOUS AT TOP AND BOTTOM OF WALL "D°DD • De, QD°DaDD°De REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL 711 1'-0" CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY #4 AT 12 ox. HORIZONTAL WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS CONTINUOUS 2x4 FORMED KEY PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. #5 AT 18" o.c. VERTICAL DOWELS REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. _ 3" CLEAR 3 #4 CONTINUOUS IN FOOTING 0 i - o 0 0�q0,, BOTTOM OF FOOTING o QDa4 �a s e a D a o e�a g� °OpoQD °apo ELEV. =VARIES a °D°�Da°3" CLEAR D aD e 6" 811 61' 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER 1'-811 TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 00 D 3/411 = 1'-011 > ��aDDe DQ aD°D< I RARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FOUNDATION SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S3.6 RAILING SYSTEM, REFER TO ARCHITECTURAL DRAWINGS. 1" CONTINUOUS CHAMFER AT ALL EXPOSED EDGES, TYPICAL. #5 CONTINUOUS AT TOP AND BOTTOM OF WALL TOP OF LANDING SLAB ON GRADE ELEV. = T-4" 00 24 #4 EPDXY COATED REBAR AT 18" ox. WITH 24" 2 EPDXY COATED # 3 TIES, CONTINUOUS. - APPROXIMATE FINISH GRADE, REFER TO GRADING PLAN 12 5'-411 11-3" nF,WALI i 5" THICK CONCRETE SLAB -ON GRADE ` REINFORCED WITH EPDXY COATED 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 24" #4 EPDXY COATED REBAR AT 2411 18" ox. WITH 2 EPDXY COATED I / ' fi 2 TICC rnf\1TII\ll InI jr, tf J I ILJ, N_VIV I I,VVV VJ. I • x x x K x x x• x x x x x x D I D o4QaDp°paD D °° a ° °° O°o0° 0 0°04 0 °oeD aeDDD � aea aaoo° _'T D°QaDD°°Q o°°aD a 1'-01 1 q i 11_011 i # 4 AT 16"o.c. VERTICAL #4 AT 10" ox. HORIZONTAL # 4 AT 10"o.c. HORIZONTAL EACH FACE I . # 5 AT 16"o.c. VERTICAL DOWELS 2" CLEAR -� TYPICAL #5 AI 18 U.L. VtRI I_/-N DVVVELS I 2x8 CONTINUOUS FORMED KEY CONTINUOUS 2x4 FORMED KEY 2 # 5 BOTTOM, CONTINUOUS I 3 #4 CONTINUOUS IN FOOTING i 3" CLEAR 3" CLEAR - - I 0 0 BOTTOM OF FOOTING 00 gOo o 00 go 0 ELEV. = VARIES °aDD D°a a D° °�D p°°aDD°aDDa DaDD t, ° D 4eD° DD °° °aD DD DD 3 CLEAR p 4DDD DQDe a DD�D e DI aDDe Q 4D 3 CLEAR p 4De° 4D4De e °° Q aDn°4D �Da° DDe 4 p a0 a e4aD a Q D� D p4D ° a4a e D D e QaD D REFER TO STRUCTURAL DRAWING 11 p S1.2 AND S1.3 FOR BOTTOM OF 61011 611 611 11-Oit 611 FOOTING ELEVATIONS, TYPICAL. 1'-1011 21_8 11 ss SECTION r2 3/4" = 1'-0"1. 53.7 1'-111/2" I O.F. WALL i 4" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 EPDXY COATED WELDED WIRE FABRIC. SURFACE FINISH TO MATCH SIDEWALK 4'-0, U.O.N. N FOUNDATION PLAN REFER TO SITE DRAWINGS FOR SIDEWALK r nnRnlnlAT yn/I rH SITE DRA.n/In�r,� 1" THICK HIGH DENSITY INSULATION AND SEALANT, CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED AND DOWEL PINS AS REQUIRED. WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 1'-0" PITCH DOWN 4 1 ( TOP OF SLAB ON GRADE 1/4" PER FOOT ( 7" FL FV. = 0'-0" --- , x x x x x x x x x x x x x x x x �JjI--- 4poaDD4 DD a D°e 7 asp { aD a g°0°p0 REFER TO SECTION 1/S3.1 ;�pp�4 Op FOR WALL AND FOOTING � D0 e, 2#4 CONTINUOUS TOP AND REINFORCEMENTv Oo 0 6Uo `- VAPOR RETARDER BOTTOM. DOWEL ENDS INTO 1i (\I, L FOUNDATION WALL AT EACH END. 2 CLEAR V 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE 2x6 CONTINUOUS TYPICAL PI OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FOOTING FORMED KEY ` FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT ° DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. D4De° D aDpD°D Da°°D REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 80 3" CLEAR CONCRETE SLAB ON GRADE FLOORS AND REPLACE WITH 3" CLEAR CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN off( GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL BOTTOM OF FOOTING oO �O 0 ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI ELEV. =VARIES p a�aD a°QDpD° oa p apaD°0° p eD °eD s °04 op ° GEOTECHNICAL, P.C. FOR ALL SITE SOILS PREPARATION FOR REFER TO STRUCTURAL DRAWING 51.2 AND 51.3 FOUNDATIONS AND CONCRETE SLABS ON GRADE. FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. 6" V-2" 6" 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ON 2' 211 GEOTEXTILE FABRIC OVER NATURAL INORGANIC SOILS OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICA1 P.C. FOR FOOT["JG EXCAL/ATION REQUIREIME"JTS. SECTION r5 3/4" = 1'-0" 13.7 Ill TUIrV UlCu nCrl1CITV INCI II ATlnf\I Arlin L 11 Iil..l\ I IIVI I VLIVJI I I IIVJVL_" IVIV r\IVV SEALANT, CONTINUOUS AROUND THREE SIDES OF SLAB EDGE AND BOTTOM 30" #4'U' SHAPED REBAR AT THRESHOLD OPENING, MAINTAIN 3" CLEAR, TYPICAL ALL SIDES. 3011 #4 CONTINUOUS, EXTEND 24 BEYOND THRESHOLD OPENING EACH SIDE. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED / WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC.. 8 TOP OF SLAB ON GRADE -x x x x-max x x x ELEV. = T-4" ° aD 4D a a a D 4DD ° �DOD4D° Da°a°DapDaDD °p ° D°aDD° Dp aD °Q°DD°p aD0°o°Da D°Q DD � ° > o9,n_� VO0 VAPOR RETARDER L4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELT[ GEOTECHNICAL, P.C. REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB - ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY WELT] GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. COLUMN I 12 5141 11-31, O.F. WALL 12" REINFORCED MASONRY WALL. REFER TO "SCHEDULE OF i DEFORMED, BAR REINFORCING FOR MASONRY WALLS" FOR SIZE AND 77 SPACING 01: VERTICAL AND HORIZONTAL REINFORCEMENT. 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING OF MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR 5" THICK CONCRETE SLAB -ON GRADE REINFORCING FOR MASONRY WALLS". EMBED DOWEL 24" IN CONCRETE I RE]NFURCEU WI I H EPUXY CUA I EU b x 6 I FOUNDATION WALL. REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO RAILING SYSTEM, REFER TO W2.1 x W2.1 WELDED WIRE FABRIC. PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. ARCHITECTURAL DRAWINGS. I # 5 TOP, CONTINUOUS #5 CONTINUOUS AT TOP OF WALL 1" CONTINUOUS CHAMFER AT ALL EXPOSED EDGES, TYPICAL. CONTINUOUS VERTICAL I 1" THICK HIGH DENSITY INSULATION GALVANIZED DOVETAIL AND SEALANT, CONTINUOUS APPROXIMATE FINISH GRADE, ANCHOR SLOT AT 16 o.c. I 4 REFER TO GRADING PLAN I _ 5" THICK CONCRETE SLAB -ON GRADE REINFORCED ,L TOP OF RAMP SLAB ON GRADE WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. ELEV. VARIES x x x x x x x x x x 1 I < 7" Q I TOP OF SLAB ON GRADE DD4p ti°°p D p°DQ a `�apD°° e Dgap° Oap° a °D�°p° a Dap° e D`Dp i Lio x x x x x--x x x x ELEV.= 1'-41, aao 7DD aaDDD Ooo gOo� I a Q Dg� DDa Q°pDD4DD e°a °D4pDDDe #5 CONTINUOUS ATTOP 1'-0" AND BOTTOM OF WALL #5 CONTINUOUS AT SHELF I oo4�°°Qe D°4 DD4p o 24" # 4 AT 10"o.c. I Oo 24fVAPOR RETARDER #4 EPDXY COATED REBAR AT 18" ox. WITH HORIZONTAL EACH FACE 1'-011 24" 2 EPDXY COATED # 3 TIES, CONTINUOUS. 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE # 4 AT 16"o.c. VERTICAL #4 AT 10 o.c. HORIZONTAL OVER :16" MINIMUM LAYER OF COMPACTED STRUCTURAL \ff C AT 1 r,"n r \/FRTIr AI nn\A/FI c 8 1/211 F71/j ► FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT J r\I LV V.V. vLl\II�.�L Vv vv r-LV #5 AT 18" o.c. VERTICAL DOWELS I DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 2x8 CONTINUOUS FORMED KEY I CONTINUOUS 2x4 FORMED KEY I 2 # 5 BOTTOM, CONTINUOUS REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH 3 #4 COiVTiiVUOUS iiv FOOTiiVG CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 1.-- GEOTECHNICALENGINEER'S REPORT. REFER TO GEOTECHNICAL 3" CLEAR ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 06 3" CLEAR I TYPICAL DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR -I r) o� �' o O_bAFOUNDATIONS AND CONCRETE SLAB -ON GRADE. BOTTOM OF FOOTING o o yOo o I 10 o0� I (TOo 0 ELEV. = VARIES QaDDD°ems opso p o D oe4 D°aDDa °aDDD D°aD D° °D D peDDD �° dap °°aD QaD 4De 4 a a D aDDa o 4D p 4Da 4 4 a 4 4Da 4 a aDDa 4 4D D 4aD a a D ° D D4D e °a e D D D a D 4D 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE REFER TO STRUCTURAL DRAWING ° 4 # 4 CONTINUOUS IN OVER NATURAL INORGANIC SOILS OF COMPACTED S1.2 AND S1.3 FOR BOTTOM OF 6 10 6 FOUNDATION WALL FOOTING 611 11-811 611 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOOTING ELEVATIONS, TYPICAL. 1'-1011 21.811 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 1 3/411= 1'-011 S3.7 29 12 11_311 REFER TO COLUMN SCHEDULE ON STRUCTURAL I I ( O.F. WALL DRAWING S5.1 AND S5.2 FOR COLUMN SIZE AND STRUCTURAL PLANS FOR LOCATION. I I I i REFER TO COLUMN BASE DETAILS ON DRAWINGS S5.3, S5.4, AND Cr 5 FOR BASE PLATE SIZE AND ANCHOR ROD LAYOUT 12" REINFORCED MASONRY WALL REFER TO "SCHEDULE OF PROVIDE 1 1/2" DRY -PACK HIGH STRENGTH NON -SHRINK n r n, ., \n,n l 1 rIl rr n rl1r n n1r\ DEFORMED BAR REINFORCING FOR IVIHJVIVRT VVfALLJ rUr, JILE 1AIVU GROUT BENEATH BASEPLATE. i I i I SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT. 1 CONTINUOUS TOP OF PIER CHAMFER I 4'-0" LONG VERTICAL DOWEL, SIZE AND SPACING TO MATCH VERTICAL ELEV. = 0'-10" I / QCINCnDrInIG nc ennCnnlDV U/nl I aGCCI? Tn °cru Gnl II G nr DF:I- Fn RAR SIDEWALK SLAB, COORDINATE WITH SITE DRAWINGS. I _ I I I VI IVIr\JVIVI\I vvf "!_. 1\LI LI\ i V J1.11LVVLL VI VI\Ivlt-V REINFORCING FOR MASONRY WALLS". EMBED DOWEL 24" IN CONCRETE AIV�_HUN RODS SHALL Bt I IED IIN I'LAL-L PRIOR I U CO IVCRE I E ] PLACEMENT. NO WET SETTING OF ANCHOR RODS IS ALLOWED. + REINFORCED CONCRETE PIER CENTERED ON COLUMN GRID LINES U.O.N., REFER TO PIER SCHEDULE FOR SIZE AND REINFORCEMENT ON STRUCTURAL DRAWING S1.1. REFER TO STRUCTURAL DRAWING - -I- - S1.2 AND S1.3 FOR BOTTOM OF FOOTING ELEVATIONS, TYPICAL. C • • • •" oQrzo BOTTOM OF FOOTING 0 o0U �Oo 0 ELEV. =VARIES Q aDe° aDn°°D° pD�° � De4D°QDa° a°�4 4 aDD°4D°pD�° aD a 4D�°p aD f 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE Q a D4D a 4aD e E,4 p D a 4a D D°D 4a D n nSE 0INI GE0-1 E\rr11 r rn BR 1C OVER INIAI Inns CSHJC VIV l7CUICAiILC rHt31'(Il. VVCIt IVHIURHL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT REFER TO "FOOTING SCHEDULE ON TYPICAL GUSSET PLATE DETAIL DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, STRUCTURAL DRAWING S1.1 FOR P.C. FOR FOOTING EXCAVATION REQUIREMENTS. FOOTING SIZE AND REINFORCING SECTION 4 3/4" =1'-0" S3.7 L6x6x3/8 x 6" LONG GALVANIZED CLIP ANGLE. Q WELD TO INSIDE FACE OF CHANNEL WEB. O.F. WALL PROVIDE 2" SLOTTED HOLE PARALLEL TO CHANNELJAMB FOUNDATION WALL IN HORIZONTAL LEG TO CHANNELJAMB CHANNELJAMB RECEIVE EXPANSION ANCHOR. 3/4" DIA. GALVANIZED EXPANSION L�� _J 3/4" WIDE x 1/8" THICK x 6" LONG GALVANIZED BOLT. PROVIDE 4 3/4" MINIMUM I I I I --- STRAP ANCHOR WITH 1" HOOK AT 24" o.c. CONCRETE EMBEDMENT. I I I I-1 VERTICAL. WELD TO INSIDE FACE OF CHANNEL. } C9 x 15 GALVANIZED CHANNEL I ( I I I - C9 x 15 GALVANIZED CHANNEL JAMB, TYPICAL EACH SIDE OF I I JAMB, TYPICAL EACH SIDE OF OVERHEAD DOOR OPENINGS. 1 3 1L I I 1 3 1 _1 ' OVERHEAD DOOR OPENINGS. IE3I I I II I I FACE OF OVERHEAD DOOR OPENING it -ill 311I I I FACE OF OVERHEAD DOOR OPENING � I I SECTION W-'A' I I SECTION'B'-'B' TOP OF SLAB ON GRADE ELEV. = V-4" Rac x x-max x x x x x x x v, C9 x 15 GALVANIZED CHANNEL ^V I aDD �DDDa no Q�DaQ pDoD n papDpD e DpD p JAMB, TYPICAL EACH SIDE OF °D ° DDDQaD4QD DD p4paDD4poD°p°D4 DD4 OVERHEAD DOOR OPENINGS. I °°°eD aaD o 0 gOo ° REFER TO FOUNDATION SECTIONS I t 800 o REFER TO FOUNDATION PLAN AND SECTIONS FOR TYPICAL WALL REINFORCING. FOR SLAB ON GRADE CONSTRUCTION AND • I I' I UNDERSLAB REQUIREMENTS. SECTION 6 3/411 = 1'-011 S3.7 VARIES 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH EPDXY COATED 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. X X X x REFER TO FOUNDATION PLAN FOR SHELF ELEVATION # 4 AT 10"o.c. HORIZONTAL EACH FACE # 4 AT 16"o.c. VERTICAL # 5 AT 16"o.c. VERTICAL DOWELS 2x8 CONTINUOUS FORMED KEY 2 # 5 BOTTOM, CONTINUOUS FOUNDATION WALL. REBAR SHALL BE SET AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE FOUNDATION WALL. NO EXCEPTIONS. � I - 1" THICK HIGH DENSITY INSULATION t. AND SEALANT, CONTINUOUS v 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. _ I I TOP OF SLAB ON GRADE x x x x x x x x x x ELEV. = V-4" ° pQ�DDD°DD aD°e°DapDeDe aD D o°pa�°°paDop°Do4DQ°�`'�aADa po �DDo D °DD°4 D°p °b a_'h o 0 a" ' iOoo VAPOR RETARDER 4 1 II L 4" MINIMUM THICK LAYER OF 3/4" CRUSHED STONE BASE OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 1 �- REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH i CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 2 CLEAR DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR I TYPICAL FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 4 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 AND OMPANY LLP STRUCTURAL ENGINEERS ' 10 WATERCHASE DRIVE ROCKY HILL. CT 06067 (860)563-3820 O 3" CLEAR I e��,,ttif►i291t!/q���, f C ONIV," e�rpee o O o J V,q �l BOTTOM OF FOOTING 00 ELEV. = VARIES 3" CLEAR p aDeo D a DD Q 4p oDDD4p �DaD aDDa 4 Q a e QD REFER TO STRUCTURAL DRAWING 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 'o' o. 15911 J Q 15911 S1.2 AND S1.3 FOR BOTTOM OF 611 1'-811 61' OVER NATURAL INORGANIC SOILS OF COMPACTED 9oiN°•.�C. FOOTING ELEVATIONS, TYPICAL. STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S Off? F�'S' OJ M!4 1 2'-8" REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION r3 3/4" = 1'-0" S3.7 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE FOUNDATION SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S3*7 2 1 1 1 MASONRY WALL SHALL EXTEND TO 6" EQ EQ 1/2" PROVIDE OPENING IN CMU WALL TO INSTALL BEAM. FILL SOLID WITH 1/4" TYPICAL MASONRY AFTER BEAM IS INSTALLED. (2) 3/4" DIA. x 4" LONG SHEAR Q v" ^' STUD WELDED TO BEARING PLATE w m M z w J r, y , STEEL BEAM, REFER CMU WALL, REFER TO SCHEDULE FOR• TO FRAMING PLAN. REINFORCING AND ARCHITECTURAL r> 3/8" THICK BEARING PLATE. DRAWINGS FOR LAYOUT %RFATI �- WIDE FLANGE STEEL BEAM, REFER TO FRAMING PLAN. 2 3/4" 1/4" TYPICAL N 1� 2 f 3/ 4 3/8" THICK BEARING PLATE. X} :f v I EQ EQ MASONRY C MASONRY TYPICAL STEEL BEAM AND LINTEL BEARING ON MASONRY WALL DETAILS WT STEEL LINTEL COORDINATE LOCATION OF VERTICAL REINFORCING WITH LINTEL BEARING. LOCATED WITHIN 16" OF OPENINGS. NOT TO SCALE NOTES: 1. BEAM BEARING PLATES (BP) SHALL BE CENTERED ON CMU WALL AND EMBEDDED IN WALL GROUT. 2. GROUT CELLS BELOW BEARING PLATE SOLID TWO FULL COURSES DOWN AND A MINIMUM 16" WIDE WHEN BEAMS FRAME PERPENDICULAR TO THE PLANE OF THE WALL. 3. REMOVE INTERIOR WEB OF MASONRY UNIT AS REQUIRED TO INSTALL BEARING PLATE ON REQUIRED BEAM CENTER LINES PROVIDE 1" CLEAR AROUND SHEAR STUDS FOR GROUT. 4. COORDINATE AND ADJUST VERTICAL REINFORCING WITH BEARING PLATE LOCATIONS.TO ALLOW CONTINUOUS VERTICAL REINFORCING TO PASS BEAM BEARING, DO NOT EXCEED SPACING LIMITS OF VERTICAL BARS. 5. REFER TO DEFORMED BAR SCHEDULE FOR MASONRY WALLS FOR VERTICAL WALL REINFORCING REQUIREMENTS. 6. SET BEAM BEARING PLATE LEVELTO PROVIDE COMPLETE BEARING OF STEEL BEAM. PITCH BEARING PLATE AS REQUIRED FOR BEAM PITCH. REFER TO FRAMING PLANS FOR BEAM ELEVATIONS. VERTICAL REINFORCING EACH SIDE OF CONTROL JOINT, REFER TO SCHEDULE FOR SIZE. CONTROL JOINT (CJ) NOTE: TERMINATE HORIZONTAL BONE BEAM REINFORCING EACH SIDE CONTROL JOINT (NOT SHOWN). HORIZONTAL JOINT REINFORCING, REFER TO SCHEDULE FOR SIZE AND SPACING. TERMINATE EACH SIDE OF CONTROL JOINT. CONTINUOUS VERTICAL PREMOLDED JOINT FILLER FIT INTO SASH BLOCK. BACKER ROD AND CAULK. SASH BLOCK EACH SIDE OF JOINT. TYPICAL MASONRY WALL CONTROL JOINT r4 NOT TO SCALE S4.( CONCRETE FLOOR SLAB CONSTRUCTION REFER TO FRAMING PLANS. 1/4" BENT PLATE x 4" LONG AT u 3 6" 48" ox. EMBEDDED IN MASONRY I - WALL. COORDINATE DIMENSIONS r14 WITH FIELD CONDITIONS. `-I - - STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. MASONRY FIREWALL, REFER TO SCHEDULE 2 FOR REINFORCING. REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT. 1/4" BENT PLATE x 4" LONG AT 48" o.c. SET TIGHT TO MASONRY WALL. COORDINATE DIMENSIONS WITH FIELD CONDITIONS. 3/16" TYPICAL TYPICAL MASONRY FIREWALL CONNECTION DETAIL 3 NOT TO SCALE S4.0 SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS MAXIMUM MINIMUM HORIZONTAL MINIMUM VERTICAL WALL LOCATION HEIGHT REINFORCING REINFORCING REMARKS WIRE SIZE SPACING SIZE SPACING AND THICKNESS OF WALL* EXTERIOR CENTER REBAR IN CELLAND MAINTAIN WALLS 8" CMU 16'-0" (2) W1.7 16" # 5 48" REBAR LOCATION WITH BAR POSITIONERS. PROVIDE ONE BAR EACH SIDE OF CELL. 12" CMU 18'-0" (2) W1.7 16" (2) # 5 48" MAINTAIN MIN. ACI CLEARANCE FOR GROUT WITH BAR POSITIONERS PROVIDE ONE BAR EACH SIDE OF CELL 28'-0" (2) W1.7 16" (2) # 6 32" MAINTAIN MIN. ACI CLEARANCE FOR GROUT WITH BAR POSITIONERS INTERIOR 4" CMU ALL (2) W1.7 16" N/A N/A PROVIDE TIES TO BACK-UP MASONRY NOT LESS WALLS HEIGHTS THAN 6" CMU. PROVIDE NO. 9'Z' BENTTIES SPACED AT 24" ox. HORIZONTAL AND 16" o.c. VERTICAL FOR LENGTH OF WALL. 6" CMU 16'-8" (2) W1.7 16" # 4 120" FOR WALLS SPANNING HORIZ. OR VERT. 2114" (2) W1.7 16" # 4 48" FOR VERT. SPANNING WALLS ONLY 8" CMU 16'-8" (2) W1.7 16" # 4 120" FOR WALLS SPANNING HORIZ. OR VERT. 26'-0" (2) W1.7 16" # 4 48" FOR VERT. SPANNING WALLS ONLY * INDICATES MAXIMUM DISTANCE, VERTICAL SPAN FROM FLOOR TO POINT OF SUPPORT ABOVE FLOOR. NOTES: 1, GROUT SHALL BE USED FOR FILLING VOIDS IN MASONRY AT REINFORCING LOCATIONS. (DO NOT USE MORTAR) SEE SPECIFICATIONS FOR GROUT PROPORTIONS. LOW LIFT GROUTING PROCEDURES TO BE USED ONLY. 2. CONCRETE FOR FILLING HORIZONTAL BOND BEAMS SHALL BE 2,500 p.s.i. AT 28 DAYS. MAX. AGGREGATE SIZE TO BE 3/8". DO NOT USE MORTAR IN BOND BEAMS. CONCRETE FOR BOND BEAMS MAY BE MIXED AT SITE. PLACE BOND BEAMS IN ALL EXTERIOR MASONRY WALLS AT 10'-0" o.c. VERTICAL MAXIMUM. 3. REFER TO FOUNDATION AND FRAMING SECTIONS AND TYPICAL MASONRY WALL DETAILS FOR BASE AND TOP OF MASONRY WALL CONNECTIONS TO THE BUILDING STRUCTURE. 4. ALL REINFORCEMENT TO BE LAPPED A MINIMUM OF 42 BAR DIAMETERS UNLESS NOTED OTHERWISE ON PLANS AND SECTIONS. 5, ALL BOND BEAMS TO HAVE ONE (1) # 4 REBAR CONTINUOUS MINIMUM. REFER TO DETAILS FOR OTHER BOND BEAM REINFORCEMENT REQUIREMENTS. 6. PROVIDE HORIZONTAL REINFORCING ATTOP AND BOTTOM OF MASONRY WALL OPENINGS REFER TO TYPICAL DETAIL FOR MASONRY OPENINGS. 7. PROVIDE VERTICAL REINFORCING BARS AT CORNERS, WITHIN 16" OF SIDES OF OPENINGS, WITHIN 8" OF EACH SIDE OF MOVEMENT JOINTS, AND WITHIN 8" OF ENDS OF WALLS. 8. EXTERIOR WALLS ARE ANY WALL WITH WIND EXPOSURE AT ANY POINT ALONG THE HEIGHT OF THE WALL. 9. ALL INTERIOR NON -LOAD BEARING MASONRY PARTITION WALLS SHALL BE ANCHORED TO INTERSECTING MASONRY WALLS WITH JOINT REINFORCEMENT AT 16" ox. SPACED VERTICALLY. STEEL LINTEL SCHEDULE MASONRY OPENING SIZE MASONRY OPENING SIZE TYPICAL - FOR EVERY 4" WYTHE OF MASONRY 6" MASONRY PARTITIONS UP TO T-4" ONE ANGLE - L4(V) x 3 1/2 x 1/4 UP TO T-4" WT 4 x 9 FOR EACH 4" OF MASONRY THICKNESS 3'-5" TO 6-0" ONE ANGLE - L5(V) x 3 1/2 x 5/16 3'-4" TO 6'-0" WT 4 x 10.5 FOR EACH 4" OF MASONRY THICKNESS 6-111 TO 81-011 ONE ANGLE - L6(V) x 3 1/2 x 3/8 61-011 TO 8'-011 WT 7 x 13 FOR EACH 4" OF MASONRY THICKNESS DESIGNATED LOOSE LINTELS L-1 WT9x20 + 3/8"x16" CONTINUOUS PLATE TYPICAL AT OVERHEAD DOOR OPENINGS. REFER TO SECTION 4/S4.6 AND 5/S4.6. L-2 W8x15 + 3/8"x113/8" CONTINUOUS PLATE CONNECT EAST END OF LINTEL TO STEEL COLUMN AT Q-26. LINTEL NOTES: 1. ALL LOOSE LINTELS TO BEAR 6" MINIMUM EACH END ON NEW AND/OR EXISTING MASONRY UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONNECT LINTELS TO COLUMNS IF MASONRY BEARING IS LESS THAN 6" TO COLUMN FACE. 2. EXTEND ALL HUNG LINTEL ENDS 4" MINIMUM INTO MASONRY EACH END. 3. GROUT MASONRY CELLS SOLID THREE COURSES EACH END UNDER ALL LOOSE LINTEL ENDS. 4. BOLT VERTICAL ADJACENT ANGLE LEGS WITH 1/2" DIA. BOLTS SPACED @ 24"o.c. 5. ALL EXTERIOR LOOSE LINTELS SHALL BE HOT DIPPED GALVANIZED. 6. CONTRACTOR TO SHORE EXISTING MASONRY WALLS PRIOR TO ANY MASONRY REMOVAL. LEAVE SHORING IN PLACE UNTIL NEW LINTEL IS IN PLACE AND SECURED. 7. SHORE ALL LOOSE LINTELS SPANNING SIX(6) FEET OR GREATER AT MID -SPAN UNTIL MASONRY IS IN PLACE AND SET 24 HRS. MINIMUM. 8. PROVIDE LOOSE LINTELS AS SCHEDULED ABOVE IN ALL MASONRY OPENINGS IN NEW AND EXISTING MASONRY WALLS WHETHER OR NOT SHOWN ON PLANS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL LOCATIONS AND SIZES OF ALL MASONRY OPENINGS. 9. ANCHOR ALL WIDE FLANGE STEEL LINTEL SECTIONS AND WT STEEL LINTEL SECTIONS WITH M.O. GREATER THEN 6'-0" WITH 1/2" DIA. ANCHOR ROD, 6" LONG PLUS 3" HOOK IN SOLID GROUTED MASONRY CELLS AT EACH END. 10.COMBINE 4" MASONRY WYTHE PLUS 6" MASONRY WYTHE LINTELS FOR ALL 10" MASONRY WALL THICKNESS. MASONRY REINFORCING TENSION LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE BAR SIZE 8" CMU 10" CMU 12" CMU # 3 12" 12" 12" # 4 15" 12" 12" # 5 23" 18" 15" # 6 43" 34" 28" # 7 60" 46" 38" # 8 72" 71" 57" # 9 82" 82" 74" NOTES 1. COMPRESSIVE STRENGTH OF MASONRY = f m 1,500 PSI 2. REINFORCING BARS SHALL BE POSITIONED IN CENTER OF GROUTED CELLS. 3. MINIMUM CLEAR SPACING TO ADJACENT BAR = 9db 4. DETAILED SPLICES AND BAR LENGTHS IN THE DRAWINGS SHALL GOVERN OVER SCHEDULE. 5. SCHEDULE IS FOR USE WITH GALVANIZED OR UNCOATED GRADE 60 REBAR. MULTIPLY THE LENGTH SHOWN BY THE REQUIRED FACTORS FOR OTHER SITUATIONS. a. EPDXY COATED BARS 1.50 REFER TO ARCHITECTURAL DRAWINGS FOR FIRESTOPPING DETAILS. 1 1/2 x 1 1/2 x 1/4 DIAGONAL BRACE AT 48" o.c. PROVIDE 1/4" THICK GUSSET PLATE AT JOIST TOP CHORD, TYPICAL EACH SIDE. - TYPICAL 3/16" 1" FLOOR OR ROOF CONSTRUCTION. PICAL 1 3/16" V 1" OPEN WEB STEEL FLOOR 1" CLEAR -� 3/16" 1" 14 TYPICAL OR ROOF JOIST. 1/4" BENT PLATE 3" 3" 1 1/2 x 1 1/2 x 1/4 AT 48 ox. WIDE EACH SIDE OF 6" WALL AT 48" ox. CONTINUOUS MASONRY BOND BEAM, REFER TO SCHEDULE FOR SPACING INTERIOR MASONRY WALL, REFER AND TYPICAL REINFORCING. TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION. WALL UNDER STEEL JOIST WIDE FLANGE STEEL BEAM 6" rr 1/4" BENT PLATE 3" WIDE EACH SIDE OF WALL AT 48" o.c., COORDINATE HORIZONTAL LEG WITH FIELD CONDITIONS. INTERIOR MASONRY WALL, REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION. CONCRETE SLAB ON STEEL DECK OR ROOF DECK. - FLOOR OR ROOF CONSTRUCTION. 3/16" TYPICAL 1 1/2" CLEAR - CONTINUOUS MASONRY BOND BEAM, REFER TO SCHEDULE FOR SPACING AND TYPICAL REINFORCING. WALL UNDER STEEL BEAM 1 CLEAR CONTINUOUS MASONRY BOND BEAM, REFER TO SCHEDULE FOR / TYPICAL REINFORCING. INTERIOR MASONRY WALL, REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION. 1 1/2 x 1 1/2 x 1/4 STEEL ANGLE WITH L4(v)x3x1/4 BEARING CLIP AT 48" o.c. , TYPICAL EACH SIDE OF WALL. I YPII..AL MASONRY WALL SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR TYPICAL HEAD AND FIRESTOPPING DETAILS. • �- CONTINUOUS 1/4" BENT 3" PLATE EACH SIDE OF WALL, 6" I CONNECT TO STEEL BEAM I OR JOIST EACH END. OPEN WEB STEEL FLOOR / OR ROOF JOIST. CONTINUOUS MASONRY BOND BEAM, REFER TO SCHEDULE FOR SPACING AND TYPICAL REINFORCING. WIDE FLANGE STEEL BEAM UNDERSIDE OF FLOOR OR ROOF MASONRY WALL SHALL EXTEND TO UNDERSIDE CONSTRUCTION. REFER TO ARCHITECTURAL OF FLOOR OR ROOF CONSTRUCTION BETWEEN DRAWINGS FOR FIRESTOPPING DETAILS. JOISTS. REFER TO ARCHITECTURAL DRAWINGS FLOOR OR ROOF CONSTRUCTION. FOR FIRESTOPPING DETAILS. INTERIOR MASONRY WALL, REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION. WALL BETWEEN PARALLEL STEEL JOISTS MASONRY WALL SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR FIRESTOPPING DETAILS. FLOOR OR ROOF CONSTRUCTION. 3/16" TYPICAL TYPICAL 3/16" 1" k• `- 1 1/2 x 1 1/2 x 1/4 AT 48" o.c. r CONTINUOUS MASONRY BOND 1/4" BENT PLATE 3" 3" BEAM, REFER TO SCHEDULE FOR WIDE EACH SIDE OF 6" TYPICAL REINFORCING. x �� WALL AT 48" o.c. INTERIOR MASONRY WALL, REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION. WALL BETWEEN PARALLEL STEEL BEAMS CONCRETE SLAB ON STEEL DECK. 1" CLEAR - CONTINUOUS MASONRY BOND BEAM, REFER TO SCHEDULE FOR SPACING AND TYPICAL REINFORCING. INTERIOR MASONRY WALL, REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION. WALL PARALLEL TO ROOF OR FLOOR DECK SPAN NOTE: PROIDE TYPICAL CLIP CONNECTION AT BOTTOM OF PERPENDICULAR JOISTS AND BEAMS BEYOND IN ACCORDANCE WITH TYPICAL DETAILS. TYPICAL TOP OF MASONRY WALL LATERAL SUPPORT DETAILS REFER TO ARCHITECTURAL DRAWINGS FOR TYPICAL HEAD AND FIRESTOPPING DETAILS. x FASTEN BENT PLATE TO CONCRETE SLAB WITH (2) 1/2" DIA. EXPANSION ANCHORS AT 12" o.c., EMBED 3 1/2". LOCATE ANCHORS IN BOTTOM FLUTES OF DECK. 1/4" BENT PLATE x 16" LONG AT 3 11 48" o.c. EACH SIDE OF WALL. 6 F WALL PERPENDICULAR TO FLOOR DECK SPAN FLOOR OR ROOF CONSTRUCTION. OPEN WEB STEEL FLOOR OR ROOF JOIST. I-1" CLEAR ' TYPICAL 3/16" 1" v 1/4" BENT PLATE 3" 3" CONTINUOUS MASONRY BOND WIDE EACH SIDE OF 6 BEAM, REFER TO SCHEDULE FOR WALL AT 48" o.c. I SPACING AND TYPICAL REINFORCING. INTERIOR MASONRY WALL, REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION. _WALL PERPENDICLAR TO STEEL JOISTS NOTE: REFER TO "WALL PARALLEL TO DECK SPAN" FOR LOCATIONS WHERE JOIST SPACING EXCEEDS 48" o.c. MASONRY WALL SHALL EXTEND TO FLOOR OR ROOF CONSTRUCTION. UNDERSIDE OF FLOOR OR ROOF CONSTRUCTION. REFER TO ARCHITECTURAL WIDE FLANGE STEEL BEAM DRAWINGS FOR FIRESTOPPING DETAILS. 1" CLEAR-� CONTINUOUS MASONRY BOND xL3/16" 1° TYPICAL BEAM, REFER TO SCHEDULE: FOR TYPICAL REINFORCING. 1/4" BENT PLATE EACH 3" INTERIOR MASONRY WALL, REFER SIDE OF WALL AT 48" o.c., 6" F TO ARCHITECTURAL DRAWINGS `> COORDINATE LENGTH FOR SIZE AND LOCATION. - WITH BEAM FLANGE. WALL PERPENDICULAR TO STEEL BEAMS NOTE: REFER TO "WALL PARALLEL TO DECK SPAN" FOR LOCATIONS WHERE BEAM SPACING EXCEEDS 48" ox. NOT TO SCALE NOTES: 1. PROVIDE CONTINUOUS MASONRY BOND BEAMS IN ACCORDANCE WITH SCHEDULE OF DEFORMED BAR REINFORCING IN MASONRY WALLS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIOR MASONRY PARTITIONS AND TYPICAL HEAD AND FIRESTOPPING 2. PROVIDE FULL BED MORTAR JOINTS AT TOP 3 COURSES OF MASONRY WALLS, TYPICAL. DETAILS AS REQUIRED. COORDINATE WITH PROJECT SPECIFICATIONS. 3. DIMENSIONS SHOWN IN TYPICAL DETAILS ARE MINIMUM, HORIZONTAL AND VERTICAL LEGS OF CLIPS SHALL BE ADUJSTED TO FIT ACTUAL FIELD CONDITIONS. 6. REFER TO FRAMING PLANS FOR STRUCTURAL MEMBER LAYOUTS 4. PROVIDE A MINIMUM OF TWO (2) CONNECTION POINTS PER SEGMENT OF WALL. LOCATED CLIPS WITHIN T-0" OF WALL SEGMENT ENDS. 7. REFER TO MASONRY SPECIFICATIONS FOR HORIZONTAL JOINT REINFORCING, MORTAR, GROUT, TIES, AND MISCELLANEOUS ACCESSORIES. REINFORCED MASONRY LINTEL SCHEDULE TYPE MASONRY OPENING LINTEL SECTION - (W x H) REINFORCING UP TO T-3" 6" x 8" 1 # 4 6" CMU T-4" UP TO 6-0" 6" x 8" 1# 5 UP TO 3'-3" 8" x 8" 1 # 4 8" CMU T-4" UP TO 5'-11" 8" x 8" 1 # 5 6-0" UP TO 8'-0" 8" x 16" 2# 4 UP TO T-3" 12" x 8" 2 # 4 12" CMU T-4" UP TO 5'-11" 12" x 8" 2 # 5 6-0" UP TO 8'-0" 12" x 16" 2# 5 1. SCHEDULE IS TYPICAL FOR ALL NON -LOAD BEARING CMU WALLS. REFER TO DRAWINGS, SECTIONS OR OTHER SCHEDULES FOR LINTELS IN LOAD BEARING WALLS. 2. SCHEDULE IS BASED ON MINIMUM NET AREA COMPRESSIVE STRENGTH fm = 1,500 psi USING TYPE M OR S MORTAR AND GROUT CONFORMING TO ASTM C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2,500 psi 3. REINFORCING SHALL BE GRADE 60 DEFORMED PLAIN FINISH BAR SET A MINIMUM OF 3/4" CLEAR TO THE BOTTOM OF THE CMU SHELL INTERIOR FACE TO ALLOW FOR FREE FLOW OF GROUT AROUND REINFORCMENT. 4. EXTEND CONTINUOUS MASONRY BOND BEAM REINFORCEMENT A MINIMUIM OF 6" BEYOND THE CLEAR MASONRY OPENING. 5. ALL LINTELS TO BEAR NOMINAL 8" EACH END UNLESS OTHERWISE NOTED ON THE DRAWINGS 6. MASONRY CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING OF MASONRY LINTELS UNTIL GROUT HAS ACHIEVED REQUIRED COMPRESSIVE STRENGTH OR A MINUM OF TWENTY EIGHT(28) DAYS. 8" MAX. SPACING OF VERTICAL REINFORCING REFER TO SCHEDULE MASONRY SHEAR WALL CHORD REINFORCING, REFER TO SCHEDULE FOR SIZE AND QUANTITY VERTICAL REINFORCING, REFER TO SCHEDULE FOR SIZE. TYPICAL MASONRY WALL REINFORCING LAYOUT NOT TO SCALE z z w 0- 0 Z O cA Q GROUT CELLS SOLID AT REINFORCING LOCATIONS ONLY UNLESS OTHERWISE NOTED IN SCHEDULE. HORIZONTAL REINFORCING, REFER TO SCHEDULE FOR SIZE AND LOCATION. LOOSE STEEL LINTEL OR MASONRY BOND BEAM, REFER TO PROJECT SCHEDULES FOR SIZE AND APPLICATION. CONTINUOUS VERTICAL REINFORCING WITHIN 16" OF EACH SIDE OF OPENING. COORDINATE LOCATION WITH LINTEL BEARING. TYPICAL HORIZONTAL JOINT REINFORCING AT 16" o.c. REFER TO PROJECT SPECIFICATIONS. PROVIDE ADJUSTABLE RECTANGULAR CAVITY WALLTIES AT ALTERNATE COURSES AT OPENINGS IN CAVITY WALLS ONLY. REFER TO PROJECT SPECIFICATIONS. PROVIDE ADDITIONAL HORIZONTAL JOINT REINFORCING AT FIRST COURSE ABOVE AND BELOW WALL OPENING, EXTEND 24" 2'-0" MASONRY OPENING PAST EACH SIDE OF THE OPENING. TYPICAL TYPICAL REINFORCING AT MASONRY WALL OPENINGS r8 NOT TO SCALE S4.( INTERIOR MASONRY WALL, SCHEDULE FOR REINFORCIN ARCHITECTURAL DRAWING! T-0" LONG VERTICAL DOWE SPACING TO MATCH VERTIC REINFORCING. EMBED 3" IN SLAB ON DECK SET IN EPDX' REINFORCED CONCRETE SU REFER TO FRAMING PLAN. STEEL FRAMING, REFER TO PLAN FOR LAYOUT AND SIiZI TYPICAL INTERIOR MASONRY WALL BASE AT ELEVATED CONCRETE SLAB NOT TO SCALE ADDITIONAL LATERAL SUPPORT TO FLOOR OR ROOF FRAMING IS NOT REQUIRED WHERE MINIMUM 4'-0" LONG INTERSECTING CROSS WALLS SPACE- NO MORE THAN 24T ARE PRESENT. MINIMUM 4'-0" LONG CROSS WALLTO ACT AS LATERAL SUPPORT FOR INTERSECTING PERPENDICULAR WALLS. PROVIDE LATERAL SUPPORT FOR WALLS WITHOUT ADEQUATE INTERSECTING MASONRY CROSS WALLS THROUGH ATTACHMENTS TO STRUCTURAL FLOOR OR ROOF FRAMING. INTERIOR NON -LOAD BEARING MASONRY PARTITIONS REFER TO SCHEDULE FOR HORIZONTAL AND VERTICAL REINFORCING REQUIREMENTS. PROVIDE ADDITIONAL LATERAL SUPPORT >:... ,rx >,u . ,:,: 7 7 . 77777 .7. f-- TO FLOOR OR ROOF FRAMING ABOVE - WHERE HORIZONTAL SPANS BETWEEN ADEQUATE CROSS WALLS EXCEED 24T OR GREATER THAN 24T GREATER THAN 4T CANTILEVERED WING WALLS EXCEED 4T. TYPICAL PLAN FOR LATERAL SUPPORT REQUIREMENTS FOR INTERIOR NON -LOAD BEARING PARTITIONS NOT TO SCALE 14.0 NOTES: 1. LATERAL SUPPORT OF INTERIOR NON -LOAD BEARING MASONRY PARTITIONS SHALL BE PROVIDED BY EITHER PERPENDICULAR INTERSECTION CROSS WALLS OR BY ATTACHMENT TO THE STRUCTURAL ROOF OR FLOOR FRAMING ABOVE WHERE SPANS EXCEED THE LIMITATIONS SHOWN IN THIS PLAN LAYOUT. 2. REFER TO TYPICAL TOP OF MASONRY WALL LATERAL SUPPORT DETAILS WHERE LATERAL SUPPORT IS TO BE PROVIDED BY ATTACHMENT TO THE STRUCTURAL ROOF OR FLOOR FRAMING. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I RARD AND EOMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 �.* F G0N!Vc M. 0.15°11 � MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE TYPICAL FRAMING DETAILS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4,e0A PROVIDE EXPANDED WIRE LATH FORMS AT GAPS BETWEEN FLOOR DECKING AND STEEL COLUMN, TYPICAL. ,/ 4A_/_�', Q PROVIDE L3 x 3 x 3/16 MIN. DECK SUPPORT ANGLES WHEN DIMENSION "A" AND/OR "B" IS GREATER THAN 4" AND AT ALL BEAM TO COLUM\ MOMENT CONNECTIONS. REFER TO FRAMING PLAN FOR MOMENT CONNECTION LOCATIONSN. :J B PROVIDE DECK SUPPORT ANGLE WHERE PIPE IS TO BE PLACED ADJACENT TO COLUMN. l^.VVRDIIVAT E PIPE SIZE AND LOLCAT ION. WITH MECHANICAL CONTRACTOR. PIPING, CONDUIT, OR OTHER DECK INTERFERENCE. DECK SPAN TYP. TOP OF DECK SUPPORT ANGLE SHALL 4" TYP. RF FLUSH ISH WITH TOP OF ADJACENT B STEEL FRAMING, TYPICAL. L2 1/2 x 2 1/2 x 1/4, TYP. WIDE FLANGE BEAM TYPE A TYPE B TYPICAL DECK SUPPORT DETAILS AT INTERIOR COLUMNS 1" TYP. PROVIDE DECK SUPPORT ANGLES WHEN DIMENSION "A" AND/OR "B" IS GREATER THAN 4" AND AT ALL BEAM TO COLUMN MOMENT CONNECTIONS. REFER TO FRAMING PLAN FOR LOCATIONS. NOT TO SCALE S4.OB BEAM REFER TO FRAMING CONTINUOUS DECK FINISH STRIP BEAM BEAM PLANS AND SECTIONS BY DECK MANUFACTURER. It I REFER TO FRAMING I �— DECK LAYOUT SHALL BE CONFIGURED PI AN; AND SECTIONS CONTINUOUS FLAT PLATE, SI EEL ROOF DECK REFER STEEL RVVF DECK REFER 1" EOD TO PROVIDE DECK ATTACHMENT TO TO FRAMING PLAN. GAGE TO MATCH STEEL DECK. TO FRAMING PLAN. PRIMARY PERIMETER STEEL BEAM. 1" EOD EOD CONTINUOUS PERIMETER ANGLE CONTINUOUS ---- ------------- LP E R 1 M E T ER AIVGLE STEEL OUTRIGGER, REFER STEEL ROOF DECK, REFER STEEL OUTRIGGER, REFER TO FRAMING SECTIONS TO FRAMING PLAN. TO FRAMING SECTIONS STEEL BEAM, REFER STEEL BEAM, REFER AND TYPICAL DETAIL. STEEL BEAM REFER TO FRAMING PLAN. STEEL ROOF DECK REFER TO FRAMING PLAN. AND TYPICAL DETAIL. IU roAnnl nlc r An1 TO CQAAAINf_' DI fm i}i 1 V rIVHIV111V\7 rL/11 V. I v I I�nIVI11v� r Lnty. 7" BEAM PARALLEL TO DECK SPAN BEAM PERPENDICULAR TO DECK SPAN DECK SPAN DIRECTION CHANGE TYPICAL ROOF DECK CLOSURE DETAILS r4 NOT TO SCALE �4_OB I 1� BEAM OR JOIST BEAM OR JOIST IIAII IIAII IIAII L4(v) x 3 x 5/16 FRAME MEMBERS UNLESS OTHERWISE NOTED ON FRAMING PLANS, DETAILS, OR SECTIONS. — — — — — J, I ATTACH DECK TO FRAME WITH 5/8" DIA. PLUG WELDS AT 11" O.c., TYPICAL } AT EACH BEARING LOCATION. OPEN L6(v) x 4 x 3/8 x 5" LONG CLIP, TYPICAL. L6(v) x 4 x 3/8 x 5" LONG CLIP REFER TO TYPICAL DECK TYP. 3/16" 2" 3/16" 2" TYP. CLOSURE DETAILS STEEL BEAM OR STEEL DECKING OPEN WEB JOIST 3/16" 3" TYP' 3/16" 3" TYP. DETAIL "All DETAIL IIBI' TYPICAL STEEL DECK PENETRATION SUPPORT FRAME NOT TO SCALE S NOTES: 1. GENERAL CONTRACTOR SHALL COORDINATE DIMENSIONS NOTED AS "A" WITH MECHANICAL CONTRACTOR. 2. PROVIDE FRAME AT OPENINGS LARGER THAN 18" x 18" SQUARE AND AT PIPE GROUPINGS GREATER THAN 18" LONG. SUPPORT STEEL DUNNAGE POST WITH 1/2" BASEPLATE, REFER TO FRAMING PLAN. REFER TO ARCHITECTURAL DRAWINGS FOR FLASHING AND TYP. 1/4 SEALANT REQUIREMENTS, CUT AND REMOVE STEEL CUT AND PATCH ROOFING DECK AS REQUIRED FOR I I TO MAINTAIN WARRANTY INSTALLATION OF POST. AT EXISTING CONDITIONS. � III STEEL FRAMING, REFER TO FRAMING PLAN. TYPICAL DUNNAGE STEEL POST BASE DETAIL ii3 NOT TO SCALE NOTES: 1. REFER TO FRAMING PLANS FOR DUNNAGE FRAME SIZES AND LOCATIONS. 0 0 tn N N 0 N .Q E z U N 0 a z a CONTRACTORS SHALL COORDINATE LOCATION AND DIMENSIONS OF ALL ROOF AND OVERFLOW DRAINS WITH FULL SET OF CONTRACT DOCUMENTS, COORDINATION DRAWINGS, AND DIMENSIONS OF PRODUCTS TO BE SUPPLIED. \ WF BEAM OR JOIST IIAII WF BEAM OR JOIST „A„ Q L3 L3x3x1/4 STEEL FRAME, TYPICAL AT 0 ALL ROOF DRAIN AND OVERFLOW C.1: Q _j DRAIN LOCATIONS U.O.N. RD IIAII IIAII Q —I L3LL I WF BEAM OR JOIST L3 Q J J EOS # 3 TIE CONTINUOUS STEEL BEAM 3/4" DIA. SHEAR STUDS SPACED EQUALLY ALONG BEAM LENGTH. SEE PLAN FOR QUANTITIES. 21_nu J -V 1" CLEA r x x x x x x x x x xAx__,�- -------'---- CONTIN000S POUR STOP BY DECK MANUFACTURER # 4 HOOK BARS AT 12"o.c. TIED TO WELDED CONTINUOUS CELL CLOSURE WIRE FABRIC. PROVIDE CHAIRS TO MAINTAI BY DECK MANUFACTURER PROPER PLACEMENT WITHIN SLAB DEPTH. STEEL DECK REFER TO FRAMING PLAN TYPICAL BOLSTER WITH CONTINUOUS TYPICAL SPANDREL BEAM OR BOTTOM RAILS PLACE PERPENDICULAR BEAM AT OPENING IN FLOOR. TO THE DECK AT 3'-0" D.C. MAX. EDGE OF SLABS TYPICAL FRAMED FLOOR SLAB DETAILS NOT TO SCALE NOTES: 1. INSTALLATION OF FLOOR DECK SHALL BE DONE IN ACCORDANCE 2. REFER TO PROJECT SPECIFICATIONS FOR CONNECTION REQUIREMENTS TO ALL WITH THE SDI MANUAL OF CONSTRUCTION WITH STEEL DECK. DECK SUPPORTING MEMBERS BOTH PERPENDICULAR AND PRALLEL TO DECK SPAN BEAM It BEAM BEAM OUTRIGGER PLATE LENGTH CANTILEVER 1/4 2-12 I I I 1/4 2-12 Z_ P�7 1/4 STEEL PLATE, REFER 1/4 TO SECTION FOR SIZE STEEL OUTRIGGER, STEEL BEAM STEEL BEAM REFER TO SECTIONS FOR SIZE AND LENGTH FLUSH--F---",\ STEEL BEAM TYPICAL BEAM PLACE WIRE MESH OVER REBAR DEPTH OF CONCRETE SLAB OVER STEEL DECK TOTAL DEPTH OF COMPOSITE SLAB WF BEAM OR JOIST0— 7 RD TYPICAL ROOF AND OVERFLOW DRAIN FRAME LAYOUTS NOT TO SCALE 8 NOTES: 0B 1. FRAMING LAYOUT SHOWN FOR TYPICAL LOCATIONS WITHIN A FRAMING BAY. REFER TO ARCHITECTURAL AND PLUMBING DRAWINGS FOR QUANTITIES AND LOCATIONS OF ALL ROOF AND OVERFLOW DRAINS WHETHER SHOWN ON STRUCTING FRAMING PLANS OR NOT. 2. REFER TO TYPICAL ROOF DECK PENETRATION SUPPORT DETAIL FOR ATTACHMENTS OF ROOF FRAME TO PRIMARY STRUCTURAL STEEL FRAMING ELEMENTS. STEEL COVER PLATE AND BOLTED CONNECTION SIZED FOR DESIGN LOADS INDICATED IN FRAMING SECTIONS. — SUPPORT I / CJ P 1/2" THICK END PLATE WELDED TO SUPPORTED BEAM AND BOLTED TO STEEL FRAMING, REFER TO SUPPORTING BEAM WITH TWO FRAMING PLAN FOR SIZE. ROWS OF HIGH STRENGTH BOLTS. L STEEL ANGLE OUTRIGGER CONTINUOUS STEEL PLATE TYPICAL STEEL FRAMING DETAILS NOT TO SCALE CONTINUOUS PERIMETER ANGLE. PROVIDE WELDED, MITERED CONNECTION AT CORNE" L3x3x3/8 OUTRIGGER AT EACH PERIMETER SIDE. PERIMETER COLUMN! I I I I — I I CORNER COLUMNS Ire POUR STOP BY DECK MANUFACTURER. — FIRE E COOF WITH (? REFER TO PLANS. d LS CONTINUOUS LIGHT GAGE POUR STOP BY DECK MANUFACTURER x---x—+ x x- L4x4x5/16 WELDED TO FACE OF COLUMN II I I u AT EACH PERIMETER SIDE. EXTEND 2" PAST I COLUMN FACE EACH SIDE. I TYP. I � I PERIMETER COLUMNS I I CORNER COLUMNS TYPICAL PERIMETER COLUMN DETAILS NOT TO SCALE SLAB OPENING FOR DUCTWORK COORDINATE SIZE WITH 3" EOS TYP. MECHANICAL CONTRACTOR TYPICAL REINFORCING AT SLAB OPENINGS, REFER TO TYPICAL DETAIL. SUPPORT FRAME AT STEEL DECK PENETRATION, REFER TO TYPICAL DETAIL. TYPICAL WF BEAM THRU-CANTILEVER DETAI 1L TYPICAL REINFORCEMENT AT SLAB OPENINGS 11 NOT TO SCALE S4.OB NOT TO SCALE S4.OB NOTES: NOTES: 1. BOLTED CONNECTIONS BETWEEN COVER PLATE AND TOP FLANGE OF BEAMS MAY BE 1. FILL VOIDS AROUND MECHANICAL UTILITIES AFTER DUCTS, PIPES, ETC. ARE INSTALLED WITH APPROPRIATE SUBSTITUTED FOR A WELDED CONNECTION AT STEEL DETAILERS OPTION. JOINT SEALANTS AS SPECIFIED ELSEWHERE. 2. STEEL DETAILER SHALL PROVIDE CONNECTION DESIGN FOR THE LOADS PROVIDED. 2. OPENINGS IN SLABS GREATER THAN 18" x 18" SHALL BE FRAMED WITH STRUCTURAL SUPPORTS, REFER TO REFER TO FRAMING SECTIONS. TYPICAL STEEL DECK PENETRATION DETAIL. 3. SEE TYPICAL SLAB DETAILS AND TYPICAL SLAB PENETRATION REINFORCING DETAILS FOR ADDITIONAL REQUIREMENTS. BRACE IS REQUIRED WHEN CONCENTRATED LOAD IS LOCATED 6" OR MORE FROM JOIST PANEL POINT. 1/2" MINIMUM COVER ABOVE TOP 4 1/2" MIN OF HEADED STUD ANCHOR -� STEEL BEAM I F SINGLE OR DOUBLE ROW OF WELDED SHEAR STUDS, REFER TO FRAMING PLAN FUK QUAN'I I'I IES I I 1" CLEAR TO # 4 BAR # 4 x 8'-0" AT 12" o.c. STAGGER ENDS 12". PROVIDE SUPPORT CHAIRS TO POSITION TOP BARS. TYPICAL GIRDER 3. PROVIDE CELL CLOSURE STRIPS WHERE REQUIRED 4. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. WIDE FLANGE STEEL COLUMN 1/2" THICK PLATE WITH (4) 3/4' BOLTS CENTERED ON BEAM GA STIFFENER PLATE, REFER TO SECTIONS FOR SIZE STIFFENER PLATES EACH SIDE 0 STEEL BEAM WEB WELDED TO BEAM ALIGNE WITH COLUMN FLANGES ABOV REFER TO TYPICAL DETAIL. THIC TO MATCH COLUMN FLANGES. BEAM STIFFENER PLATE REFER TO FRAMING PLANS AND SECTIONS FOR EDGE OF SLAB DIMENSIONS. BEAM EOS �" EOD JLI.I IVI V 3" MIN IN ALL DIRECTIONS J fY" DIA. SH LAR STUDS r PLAN COLUMN COLUMN TRANSFER GIRDER AT WIDE FLANGE AND HSS STEEL COLUMN CONTINUOUS LIGHT GAGE CELL CLOSURE BY DECK MANUFACTURER. CONTINUOUS LIGHT GAGE POURSTOP BY DECK MANUFACTURER STEEL BEAM, REFER TO CONCRETE SLAB ON STEEL DECK, FRAMING PLAN. REFER TO FRAMING PLAN. BEAM PERPENDICULAR TO DECK SPAN REFER TO FRAMING PLANS AND SECTIONS FOR EDGE OF SLAB DIMENSIONS. BEAM EOS CONCRETE SLAB ON STEEL DECK, EOD REFER TO FRAMING PLAN. N. x x x x x x x REVISIONS 1 1/2" MINIMUM STUD CONFORMED SET PROJECTION ABOVE TOP OF DECK. MARCH 22, 2019 STEEL DECK SEE FRAMING PLAN STEEL BEAM SEE FRAMING PLAN S TA T E PRO,JEC: T NO. 132-0089 N PHASE 2 OF 5 0 HSS STEEL COLUMN 'I /-)" TLIf/" V DI ATC \A/ITLI 1/ L I I I I k-m I- L/-% I L VVIIII (4) 3/4" DIA. BOLTS cr CENTERED ON BEAM GAGE. 3/8" STIFFENER PLATE EACH SIDE OF WEB CENTERED BENEATH O w COLUMN AND WELDED TO BEAM, IV REFER TO TYPICAL DETAIL. - 1.0 w N � aj COORDINATE OPENING SIZE ET . LIGHT GAGE POUR STOP WITH CONTRACT DOCUMENTS. 1� MTI AND CELL CLOSURE BY DECK MANUFACTURER 2 MIN. BEARING ��•� x x x x x x x — — — — — — V1 Z,:IELD CUT DECK AFTER • CONCRETE POUR FLOOR OPENING PERPENDICULAR TO DECK SPAN COORDINATE OPENING SIZE WITH CONTRACT DOCUMENTS. LIGHT GAGE POUR STOP BY DECK MANUFACTURER i2" MIN. BEARING CONTINUOUS LIGHT �l GAGE POURSTOP BY \ DECK MANUFACTURER STEEL BEAM, REFER TO FRAMING PLAN. CONTINUOUS CLOSURE STRIP IF REQUIRED BY DECK LAYOUT DURING COMPOSITE FLOOR CONSTRUCTION. BEAM PARALLEL TO DECK SPAN 6 OB TYPICAL COMPOSITE FLOOR DECK CLOSURE DETAILS w N z -� w w w o � \ / \ i / 3/16 TYP. BRACE IS REQUIRED WHEN NEW L 1 1/4 x 1 1/2 x 1/4 CONCENTRATED LOAD IS LOCATED 6" REINFORCING ANGLE OR MORE FROM JOIST PANEL POINT. TYPICAL OPEN WEB JOIST REINFORCEMENT FOR CONCENTRATED LOADS NOT TO SCALE NOTES: 1. PROVIDE REINFORCEMENT WHEN CONCENTRATED LOADS OCCUR AT NEW AND EXISTING OPEN WEB STEEL JOISTS. 2. TYPICAL JOIST REINFORCEMENT SHALL BE PROVIDED WHEN CONCENTRATED LOAD APPLIED IS GREATER THAN 100 LBS. NOT TO SCALE TYP.�_� y JOIST SEAT DEPTH, REFER TO FRAMING SECTIONS. WIDE FLANGE STEEL BEAM BOLTED CONNECTION IN SLOTTED HOLES, COORDINATE WITH JOIST MANUFACTURER. OPEN WEB STEEL JOIST, REFER TO FRAMING PLAN FOR SIZE. UPLISTJOIST BRIDGING BYJOIST MANUFACTURER, REFER / TO NET UPLIFT LOADING DIAGRAM FOR DESIGN LOADS. —/ TYPICAL WIDE FLANGE BEAM BEARING DETAI 10 NOT TO SCALE � NOTES: 1. MINIMUM JOIST BEARING LENGTH AND FINAL CONNECTIONS INCLUDING WELD AND BOLT SIZING SHALL BE AS SPECIFIED BY JOIST MANUFACTURER. 2. STAGGER JOIST ALIGNMENT ON EACH SIDE OF BEAM AT LOCATIONS WHERE THE BEAM FLANGE WIDTH IS NOT LARGE ENOUGH TO PROVIDE THE MINIMUM BEARING LENGTH (AS SPECIFIED BY JOIST MANUFACTURER) FOR BOTH JOISTS WHEN ALIGNED. �— FIELD CUT DECK AFTER CONCRETE POUR FLOOR OPENING PARALLEL TO DECK SPAN TYP. JOIST SEAT DEPTH, REFER TO FRAMING SECTIONS. ----I L4x4x1/2 JOIST BEARING SEAT, COORDINATE WITH JOIST MANUFACTURER. OPEN WEB STEEL JOIST, REFER TO FRAMING PLAN FOR SIZE. � I I I I STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE. /uPLISTJOIST BRIDGING BYJOIST 1 1/2" MANUFACTURER, REFER TO NET UPLIFT LOADING DIAGRAM FOR DESIGN LOADS. STABILIZER PLATE, DO NOT WELD JOIST BOTTOM CHORD TO PLATE. TYPICAL HSS COLUMN JOIST BEARING DETAIL i"' NOT TO SCALE NOTES: 1. MINIMUM JOIST BEARING LENGTH AND FINAL CONNECTIONS INCLUDING WELD AND BOLT SIZING SHALL BE AS SPECIFIED BY JOIST MANUFACTURER. 1/4" GUSSET PLATE�— STEEL BEAM, REFER 1/4 TO FRAMING PLAN. DIAGONAL BRACE, SEE 1/4 2" SECTION FOR SIZE 1/2" DIA. ERECTION BOLT 1/4 2" 1/4" STEEL BENT PLATE EXPANSION BOLTED PROVIDE 1/4" FACE PLATE BRIDGING TWO BOTTOM 1 (MAX.) TO UNDERSIDE OF CONCRETE SLAB ON DECK. DECK FLUTES EXPANSION BOLTED TO UNDERSIDE OF NOTE: BRACE CONNECTION 1 CENTER 1/2" DIA. EXPANSION BOLT IN CENTER CONCRETE SLAB ON DECK AS REQUIRED. CENTER 1/2" IS SIMILAR ATTOP END AT OF BOTTOM DECK FLUTE. PROVIDE 2" DIA. EXPANSION BOLT IN CENTER OF BOTTOM DECK BEAM LOCATIONS. 1/4 1" MINIMUM EFFECTIVE EMBEDMENT. FLUTE. PROVIDE 2" MINIMUM EFFECTIVE EMBEDMENT. TYPICAL DIAGONAL BRACE CONNECTION DETAILS 14 NOT TO SCALE I RARD if I AND OMPANY LLP STRUCTURAL ENGINEERS 1 O WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE TYPICAL FRAMING DETAILS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4*OB REVISIONS 1.4 CONFORMED SET MARCH 22, 2019 0 0 kn N N 0 N a`) -0 E z U a� .o a z Q- 4'-7 1/2" EDGE OF DECK BEAM 10" DEEP COLD FORMED METAL T-8 1/2" OUTRIGGER ROOF RAFTER AT 24" ox. 1'-7 1/2" 5" O.F. STUD_ 12 - } 4 CONTINUOUS 20 GAGE FLAT PLATE PROVIDED BY DECK M NUFACTURER AT ++ CHANGE IN DECK DIRECTION, TYPICAL. ♦ 6" DEEP COLD FORMED METAL OUTRIGGER WP FASTENED TO EACH ROOF RAFTER. (2) 20 GAGE COLD FORMED C-STUDS FRAMED BACK TO BACK WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. 6" DEEP COLD FORMED METAL FRAMED - = BEARING WALL FASTENED TO CONCRETE SLAB. TYPICAL EDGE R DETABLSE REINFORCING, REFER TO TYPICAL FRAMED CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. TOP OF LOW ROOF STEEL FRAMING ELEV. = 13'-5 1/2" 1 1/2" DEEP 20 GAGE WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — SECTION 3 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB S T E PROJECT SPECIFICATIONS FOR ATTACHMENT TO TOP OF COLD FORMED STEEL FRAMING ELEV. = 2V-5 1/2" STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. TYPICAL SLAB REINFORCEMENT OVER STEEL GIRDER, REFER TO TYPICAL FRAMED FLOOR DETAILS, 1/S4.OB. TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" KK 1'-4 1/2" EOD I SECTION 6 1" = 1'-011 S4.1 I 4 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 2" COMPOSITE STEEL DECK (6 1/2" TOTALTHICKNESS) REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. REFER TO PLAN FOR EDGE OF SLAB DIMENSION TYPICAL EDGE OF SLAB REINFORCING, REFER TO TYPICAL FRAMED FLOOR DETAILS, 1/S4.OB. 2" COMPOSITE STEEL DECK (6 1/2" TOTAL THICKNESS) REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. 10" DEEP COLD FORMED METAL ROOF RAFTER AT 24" ox. REFER TO "LOW ROOF FRAMING PLAN - NORTH", 1/S2.6, FOR FRAMING LAYOUT. 4 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 2" COMPOSITE STEEL DECK (6 1/2" TOTALTHICKNESS) REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. 1/2" L2x2x1/4 DIAGONAL BRACE NOTED AS "BR-3" CLR. ON FRAMING PLAN 1/S2.2 AT 8'-0" O.c. MAX. REFER TO TYPICAL DETAIL 14/S4.OB FOR CONNECTION REQUIREMENTS. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. 1/4" BENT PLATE x 3" LONG WITH 3" OUTSTANDING 3" LEG. COORDINATE DIMENSIONS WITH FIELD CONDITIONS. SET TIGHT TO FACE OF MASONRY WALL AND FIELD WELD TO BOTTOM FLANGE. SECTIONr7 1" =1'-011 54.1 3'-0" EDGE OF DECK 2'-1" OUTRIGGER 1 5" O.F. STU CONTINUOUS 20 GAGE rLAT PLATE PR VIDED BY DECK MANUFACTURER AT CH NGE IN DECK IRECTION, TYPICAL. " 'i CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" 6" DEEP COLD FORMED METAL OUTRIGGER FASTENED TO EACH ROOF RAFTER. 8" CONCRETE MASONRY WALL, REFER TO SCHEDULE ON STRUCTURAL DRAWING S4.OA FOR REINFORCING. TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" 1/4" BENT PLATE x 4" LONG WITH 3" OUTSTANDING LEGS. LOCATE IN HEAD JOINT OF WALL. PLAN DETAIL CONTINUOUS BENT METAL FINISH STRIP BY DECK 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEE PROJECT SPECIFICATIONS FOR ATTACHMENT TO ' TOP OF COLD FORMED STEEL FRAMING ELEV. = 21'-5 1/2" 10" DEEP COLD FORMED METAL ROOF RAFTER A "LOW ROOF FRAMING PLAN - NORTH", 1/S2.6, F( 6" DEEP COLD FORMED METAL FRAMED BEARING WALL FASTENED TO CONCRETE SLAB. 4 1/2" NORMAL WEIGHT CONCRETE SLAB OVER STEEL DECK (6 1/2" TOTAL THICKNESS) REINFORI 6x6-W2.1xW2.1 WELDED WIRE FABRIC. TOP OF SECOND FLOOR STEEL FRAMING —17 ELEV. = 13'-5 1/2" STRUCTURAL STEEL FRAMING, REFER TO FRAMI SECTION 1" =1'-0" 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMEN 1 T U S 1 RUC, T URAL FRAIV111VG. I 12 41 _ -p T - --- WP. • c / 10" DEEP COLD FORMED METAL .I ROOF RAFTER AT 24" ox. ° e i (2) 20 GAGE COLD FORMED C-STUDS FRAMED BACK TO BACK WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. N 6" DEEP COLD FORMED METAL FRAMED BEARING WALL FASTENED TO CONCRETE SLAB. TYPICAL EDGE OF SLAB REINFORCING, REFER TO TYPICAL FRAMED FLOOR DETAILS, 1/S4.013. STEEL DECK (6 1/2" TOTAL THICKNESS) REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. SECTION r2 1" = 1'-0" 54.1 1 3'-0" EDGE OF DECK 2'-1" OUTRIGGER I 7'-10" 5" O.F. STUD—,,, -tI L 11/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL I ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. I / 12 I 4� / I i i CONTINUOUS 20 GAGE FLAT PLATE PROVIDED BY DECK MANUFACTURER AT CHANGE IN DECK DIRECTION, TYPICAL �I + 10" DEEP COLD FORMED METAL ROOF RAFTER AT 24" o.c. • J / + i I 6" DEEP COLD FORMED METAL OUTRIGGER FASTENED TO EACH ROOF RAFTER. 41/2" NORMAL WEIGHT CON I RETE SLAB (2) 20 GAGE COLD FORMED G-STUDS FRAMED BACK TO - OVER 2" COMPOSITE STEEL DOCK (6 1/2" N BACK WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. TOTAL THICKNESS) REINFORCED WITH 6" DEEP COLD FORMED METAL FRAMED 6x6-W2.1xW2.1 WELDED WIR FABRIC. BEARING WALL FASTENED TO CONCRETE SLAB. I 1/2 EOS CONTINUOUS 20 GAGE COLD_ FORMED STEEL TRACK ATTACHED _ TO TRUSS ENDS, TYPICAL. ( J V V Y TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 1T-5 1/2" T I i I PREFABRICATED BRICK LINTEL BY OTHERS, I' REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. I' I G (0 I I N I I I o o � I I -I SECTION 1 TYPICAL EDGE OF SLAB REINFORCING, REFER TO TYPICAL FRAMED FLOOR DETAILS, 1/S4.OB. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. WF BEAM t Ilk-t4+H lil I 1/4 V--�TYP. W413 PIECE LOCATED AT MIDSPAN OF TYPE F70 WINDOW FRAME BELOW. STEEL FABRICATOR TO COORDINATE AND PROVIDE CONNECTION FOR HANGER ROD BY PREFABRICATED BRICK LINTEL MANUFACTURER. NOTE: ' 4 ; REFER TO SECTION 1/54.1 FOR ADDITIONAL INFORMATION REGARDING PARTS SHOWN. � I I e > I L ' I SECTION 1A �3 7 1/2" EOD @PILASTERS T--,� COORD. WITH ARCH. 3 1/2" EOD 1 1/2 DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS X FOR ATTACHMENT TO STRUCTURAL FRAMING. ■■ums-■li ■■■ How -Mfg ■■■ ■ ■■�GiGu ■i�i■i■■■now M ��o 'uC'CE-mm CCCCCC:.CC■�i:ri _..®....■111 '�CC:.:C:.:C� C■. .............. ........i..... :.0 .. . i....... ■■.C.■IN ... . . ...Y....C............t......CC 10" DEEP COLD FORMED METAL ROOF RAFTER AT 24" o.c. REFER TO "LOW ROOF FRAMING PLAN - NORTH", 1/S2.6, FOR FRAMING LAYOUT. i ZE AND x 12" P PLATE. 4 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 2" COMPOSITE STEEL DECK (6 1/2" TOTAL THICKNESS) REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. TYPICAL EDGE OF SLAB REINFORCING, REFER TO TYPICAL FRAMED FLOOR DETAILS, 1/S4.OB. --� 4 1/2" EOS L2x2x1/4 DIAGONAL BRACE NOTED AS "BR-3" 1/2" ON FRAMING PLAN 1/S2.2 AT 48" o.c. MAX. CLR. REFER TO TYPICAL DETAIL 14/S4.OB FOR CONNECTION REQUIREMENTS. STRUCTURAL STEEL FRAMING, REFER I > IX TO FRAMING PLANS FOR SIZE. I 1/4" BENT PLATE x 4" LONG AT 48" o.c. WITH v 3" HORIZONTAL LEG. COORDINATE VERTICAL LEG DIMENSION WITH FIELD CONDITIONS. / FIELD WELD TO BOTTOM FLANGE OF BEAM. I 1/4" BENT PLATE x 4" LONG AT 48" ox. SET TIGHT TO FACE OF MASONRY WALL AND FIELD WELD TO BENT PLATE. COORDINATE VERTICAL LEG DIMENSION WITH FIELD CONDITIONS. I STAIR SHAFT 8" CONCRETE MASONRY WALL, REFER TO SCHEDULE ON STRUCTURAL DRAWING S4.OA FOR REINFORCING. STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I RARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 TOP OF SECOND FLOOR STEEL FRAMING MOSER ELEV. = 13'-5 1/2" PILON NELSON ARCHITECTS 1/4" BENT PLATE x 4" LONG AT 48" o.c. MAX. 30 J O R D A N LANE EMBED INTO GROUTED CELL OF MASONRY WALL. WETHERSFIELD, CT. 06109 (860) 563-6164 6„ 31' 311 2" MIN. TITLE FRAMING CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5, GROUT IN SOLID. REFER TO "SCHEDULE SECTIONS OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR MINIMUM SPACING OF BOND BEAMS. SECTION 4 1" = 1'-0" S4.1 DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4*1 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STRUCTURAL FRAMING. TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" 8" DEEP CONTINUOUS LIGHT GAGE STEEL TRACK. CONTINUOUS 6" WIC STEEL PLATE WITH 1" THICK STRAP ANCHO WELDED TO UNDERS DETAILAT TOP OF MASONRY WALL BEYOND TOP OF LIGHT GAGE METAL FRAMING ELEV. = 12'-8" 6 1'-5 1/2" EOD SECTION 3 1" = 1'-0" S4.2 STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. REFER TO SECTION 2/S4.7. STEEL CHANNEL AND MASONRY WALL BEYOND 12" REINFORCED EXTERIOR MASONRY WALL. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENT AND STRUCTURAL DRAWING S4.OA FOR REINFORCEMENT REQUIREMENTS. 5/8" PLYWOOD FLOOR SHEATHING, REFER TO ARCHITECTURAL DRAWINGS. 8" DEEP LIGHT GAGE METAL FRAMING AT 16" o.c. REFER TO / v ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. r I I r STEEL ROOF FRAMING, REFER TO FRAMING PLAN FOR SIZE AND LOCATION. 'CCC:.CCC.:C:BCC::COCi■:C::�.:N�.:CC::::OZ.: ■ .CC:.CC■i:CC�■C:C:■:'CC■CCCC Cf■■o■■CC MEMNON wommmumummmum mom owns STEEL CHANNEL BEARING ON 8" REINFORCED MASONRY WALL AT EACH END. REFER TO TYPICAL DETAIL 2/S4.OA FOR BEARING PLATE. 8" DEEP CONTINUOUS LIGHT GAGE STEELTRACK. BOLTTO MASONRY WALL WITH 1/2" DIA. EPDXY ADHESIVE ANCHORS AT 32" o.c. 12" REINFORCED MASONRY BOND BEAM LINTEL. REFER TO ARCHITECTURAL DRAWINGS FOR MASONRY OPENING SIZE AND SCHEDULE ON STRUCTURAL DRAWING S4.013 FOR LINTEL SIZE AND REINFORCING. 8" REINFORCED INTERIOR MASONRY WALL BEYOND. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENT AND STRUCTURAL DRAWING S4.OA FOR REINFORCEMENT REQUIREMENTS. SECTION r7 1" = 1'-0" S4.2 26 I I I I 1 11 01 FA TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" TYP. 1 4 PREFABRICATED BRICK LINTEL SYSTEM BY OTHERS, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. ■■■■ soon■� ■ ■■■..■■■ ■ BOOM ME C •C� CCC■■ME ■■■■■■...■■■...■■■■■.C. ■■■■■■■■■■■.C■■■■■■ ■ ---------- -- - — — — — — — — — — — — — — — — — mjgw CUT AND REMOVE HORIZONTAL BRIDGING AT ADDITIONAL DIAGONAL BRIDGING BY JOIST MANUFACTURER. BOTTOM CHORD ONLY TO ALLOW FOR MECHANICAL INSTALL PRIOR TO REMOVAL OF HORIZONTAL BRIDGING AT DUCTWORK. BRIDGING SHALL REMAIN IN PLACE BOTTOM CHORD IN ADJACENTJOIST BAY AS SHOWN. UNTIL ROOF DECK AND AND ADDITIONAL DIAGONAL BRIDGING IN ADJACENT JOIST BAY IS INSTALLED. MECHANICAL DUCT, REFER TO MECHANICAL DRAWINGS FOR SIZE. NOTE: REMOVAL OF HORIZONTAL JOIST BRIDGING IS INTENDED FOR THIS ONE LOCATION ONLY. REMOVAL OR ALTERATION OF JOIST BRIDGING AT ANY LOCATION IS NOT ALLOWED WITHOUT PRIOR APPROVAL OF JOIST MANUFACTURER. **NO EXCEPTIONS** SECTION r8 2 1/2" GROUT CELLS SOLID AT ADHESIVE ANCHOR LOCATIONS. SECTION 2 1" =1'-0" S4.2 TOP OF STEEL FRAMING ELEV. = 10'-11" HSS 4 x 4 x 1/4 STEEL HANGER WITHIN STUD WALL BEYOND, REFER TO FRAMING PLAN. HANG FROM BOTTOM FLANGE OF BEAM WITH 1/2" CONNECTION PLATE AND (4) 3/4" DIA. BOLTS. — HSS 8(V) x 4 x 5/16 STEEL BEAM. ATTACH TO HANGER AT EACH END. 1 1/2" DEEP 20 GAGE GALVANIZEDWIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. TYPICAL EDGE OF SLAB REINFORCING, REFER TO TYPICAL FRAMED SLAB DETAIL ON STRUCTURAL DRAWING S4.06. 4 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 2" COMPOSITE STEEL DECK (6 1/2" TOTAL THICKNESS) REINFORCED WI I 6x6-W2.1xW2.1 WELDED WIRE FABRIC. TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. W413 PIECE LOCATED AT MIDSPAN OF TYPE F70 WINDOW FRAME BELOW. STEEL FABRICATOR TO COORDINATE AND PROVIDE CONNECTION FOR HANGER ROD BY PREFABRICATED BRICK LINTEL MANUFACTURER. HANGER 5/8" THICK PLYWOOD FLOOR SHEATHING. rj" DEEP LIGHT GAGE METAL FRAMED EILING JOIST AT 16" ox. ATTACH TO WF BEAM BEYOND ACE OF HSS STEEL TUBE. MEL -- - — — — — — — — — — — — — — — — — — — — — — — — -- HSS 8(V) x 4 x 5/16 IN STUD WALL BEYOND, REFER TO FRAMING PLAN. CONNECT TO HANGER AT WEST END AND COLUMN AT EAST END. SECTION 1" =1'-0" S4.2 UU T-6 1/2" EOD TRUSS V-1" _ - \ L TOP OF LIGHT GAGE STEEL TRUSS r------------ ------ ELEV. = VARIES _ I COLD FORMED STEEL ROOF TRUSSES SPACED AT 4'-0" ox., REFER TO FRAMING PLANS FOR LAYOUT AND STRUCTURAL DRAWING S6.3 FOR - TRUSS PROFILES, DETAILS, AND GENERAL NOTES. I BOTTOM OF LIGHT GAGE STEEL TRUSS ELEV. = 27'-4" I I GIRT 1'-1" I TOP OF STEEL GIRT ELEV. = 26'-0" HSS8(V)x6x5/16 HORIZONTAL STEEL GIRT FOR CURTAIN WALL SUPPORT. TUBE SHALL BEAR ON MASONRY WALL AT EACH END, PROVIDE TYPICAL STEEL BEARING PLATE. REFER TO TYPICAL DETAIL 2/S4.OA. SECTION r6 TOP OF STEEL FRAMING ELEV. = 16'-0" SECTION 1 1" = 1'-0" S4.2 GIRT UU 1'-1" I I SECTION r4 1" = 1'-0" � 54.2 HSS8(V)x6x5/16 HORIZONTAL STEEL GIRT FOR CURTAIN WALL SUPPORT. TUBE SHALL BEAR ON MASONRY WALL AT EACH END, PROVIDE TYPICAL STEEL BEARING PLATE. REFER TO TYPICAL DETAIL 2/S4.OA. STAIR FRAMING BY OTHERS, REFER TO PROJECT SPECIFICATIONS. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 IRARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 1VIOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FRANIING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4*2 CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED TO JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. TYP. 1 4 TOP OF LOW ROOF STEEL FRAMING ELEV. = 16-4" 5" DEEP JOIST SEAT SEE TYPICAL DETAIL PREMANUFACTURED BRICK LINTEL SYSTEM BY OTHERS, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. CONTINUOUS 20 GAGE FLAT PLATE PROVIDED BY DECK MANUFACTURER AT CHANGE IN DECK DIRECTION, TYPICAL. 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. TOP OF LOW ROOF STEEL FRAMING ELEV. = 16'-4" m CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. - - - 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR { ATTACHMENT TO STRUCTURAL FRAMING. CONTINUOUS L4(V) x 3 x 5/16, WELD TO UNDERSIDE OF TOP CHORD AT EACH JOIST LOCATION. CONTINUOUS NET UPLIFTJOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. I I I 0 D I I I l0 a L J I i� I SECTION r3 1" = 1'-0" S4.3 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS 3'-0" EDGE OF DECK FOR ATTACHMENT TO STRUCTURAL FRAMING. — TOP CHORD CANTILEVER 12 I 4� _ WP i i i IIC� CuMMNCC CCCCCCCCCCCCC' '�CCC .CCC... 1■■ ■■■■N■■■N■■■■■■■■■■■■■ ■■■■ II■■ ■■N■■■■■■■■■■■ ■■ ■■ ■ ■■■■■■■■ 'CC• CONTINUOUS NET UPLIFTJOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. TOP OF SECOND FLOOR STEEL FRAMING CC DID CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED TO JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. TYPICAL EACH SIDE OF EXPANSION JOINT. I � 1 1/2" DEEP 18 GAGE WIDE RIB GALVANIZED STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. CONTINUOUS L6x4x3/8 STEEL SHELF ANGLE. BOLT i I TO EACH VERTICAL STRUT WITH 1/2" DIA. ERECTION BOLT. SET LEVEL AND FIELD WELD AS SHOWN. 1/4 TYP. TOP OF STEEL SHELF ANGLE OIL ELEV. = 18'-0" € L3x3x5/16 VERTICAL STRUT AT 48" o.c. MAXIMUM. PROVIDE 2" LONG TOP OF LOW ROOF STEEL FRAMING 9 1/2 I I VERTICAL SLOTTED HOLE AT TOP OF STRUT FOR ADJUSTABILITY IN ELEV. = 16'-4" TCX BOLTED CONNECTION TO CONTINUOUS SHELF ANGLE. _ I , Hii 'HHI�HIHI I . l-1 L. 1 TYP' 14 3'-011 CONTINUOUS L3x3x1/4 DECK SUPPORT ANGLE WELDED TO EACH TOP CHORD JOIST EXTENSION. 5" DEEP JOIST SEAT 1. I X.4 X 1'-811 2" EXPANSION JOINT L 1.I 411 11-211 ■CC�CCCi01 CCC■CCCCCC■CCCCC.:C.C■.�'CCCC.:C�CCCCCCC: ■■■_■■■■■'CC. i ME No 'CSC. CCCC■i�i� .:CCCC.:CCC■"i'.'C■:CCCCCC CC■■:■■■■■ ii� ■CC■CCCCCC■■■i=i■■■■ii■■■■ ■■■■■■■a■C■■■■ ME ■■■■■ SEE TYPICAL DETAIL TOP OF LOW ROOF STEEL FRAMING ELEV. = 16'-4" I 7- 3/8" FULL DEPTH BENT PLATE FIT TO BEAM WEB WITH 4" OUTSTANDING LEG. PROVIDE L3x3x1/4 CLIP ANGLE AT TOP AND BOTTOM OF BEAM. _ BOLT TO VERTICAL STRUT WITH (2) 3/4" DIA. BOLTS. CONTINUOUS NET UPLIFT JOIST BRIDGING BY JOIST MANUFACTURER, cD REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. 1Z00� 4 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 2" COMPOSITE OPEN WEB STEEL JOIST, REFER TO FRAMING PLAN FOR SIZE DESIGNATION AND LAYOUT. ELEV. = 13'-5 1/2" OPEN WEB STEELJOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE. PROVIDE TOP CHORD EXTENSION (TCX) AS SHOWN. L2 x 2 x 1/4 DIAGONAL BRACE AT EACH JOIST LOCATION NOTED AS "BR-2" ON "PARTIAL HIGH ROOF FRAMING PLAN - SOUTH." WELD TO STEEL BEAM AND CONTINUOUS L4(V) x 3 x 5/16 AT EACH END. AXIAL LOAD IN BRACE SHALL BE AS INDICATED AND SHALL BE INCLUDED IN JOIST DESIGN BY JOIST MANUFACTURER. COLD FORMED STEEL ROOF TRUSSES SPACED AT 4'-0" o.c., REFER TO FRAMING PLANS FOR LAYOUT AND STRUCTURAL DRAWING S6.3 FOR TRUSS PROFILES, DETAILS, AND GENERAL NOTES. (2) 20 GAGE COLD FORMED C-STUDS FRAMED BACK TO BACK WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. i STRUCTURAL STEEL FRAMING, REFER I I TO FRAMING PLANS FOR SIZE. SECTION r7 111 = 1'-011 54.3 LL 1 1/2" DEEP 20 GAGE WIDE RIB STEEL ROOF 20 GAGE COLD FORMED C-STUD DECK SUPPORT DECK. REFER TO PROJECT SPECIFICATIONS FOR WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. ATTACHMENT TO STRUCTURAL FRAMING. I CONTINUOUS 20 GAGE VALLEY STRIP BY DECK MANUFACTURER. _, L4x4x3/8 STEEL ANGLE, REFER TO FRAMING i12 PLAN. PROVIDE ANGLE SEAT AT EACH END. 3" 4 4 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. - x TOP OF LOW ROOF STEEL FRAMING' ELEV. = 16-4" n—fin III II 0 41 Ir ,u u STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. COPE BOTTOM FLANGE AS REQUIRED AND PROVIDE SEATED CONNECTION TO TOP FLANGE OF GIRDER. SECTION ri0 1" = 1'-0" S4.3 COLD FORMED STEEL ROOF TRUSSES SPACED AT 4'-0" o.c., REFER TO FRAMING PLANS FOR LAYOUT AND STRUCTURAL DRAWING S6.3 FOR TRUSS PROFILES, DETAILS, AND GENERAL NOTES. PROVIDE LIGHT GAGE CLIP TOP CHORD OF TRUSS TO 1-44 STEEL ANGLE, TYPICAL AT EACH LOCATION. CLIP CONNECTION NOT SHOWN FOR CLARITY OF DETAIL. TOP OF LOW ROOF STEEL FRAMING ELEV. = 16-4" TOP OF LOW ROOF STEEL FRAMING ELEV. = 16'-4" BS STEEL DECK (6 1/2" TOTAL THICKNESS) REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. 1011 10 1/2" i x x _ x x x x x x x x 4 1/2" EOS�� SECTION 2 111 = 1'-0" S4.3 I? 5" EOD--, JI LLL 1 1\F1IVIIIV V, I\LI LT\ 1 V 1.1\/'YI VIIIVV rLF11V rill\ JILL. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. 1 1/2 DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, TYPICAL AT HORIZONTAL BRIDGING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. OPEN WEB STEEL JOIST, REFER TO FRAMING PLAN FOR SIZE DESIGNATION AND LAYOUT. — SECTION r6 1" =1'-0" S4.3 I 1 SECTION g 1" = 1'-0" S4.3 CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED TO CONTINUOUS ANGLE. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. TYPICAL EACH SIDE OF EXPANSION JOINT. 1 1/2 DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STRUCTURAL FRAMING. TOP OF LOW ROOF STEEL FRAMING ELEV. = 16-4" STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE L5(v) x 3 1/2 x 1/4 CONTINUOUS ANGLE WITH 1/4" TI STIFFENER PLATES AT 30" ox. SHOP WELDED TO ANG— 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — TOP CHORD JOIST EXTENSION, TYPICAL EACH SIDE OF EXPANSION JOINT TYP. L11-- — ' - _. y. _ _ _ SECTION 1 1" = 1'-0" S4.3 CONTINUOUS NET UPLIFT JOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE X.4 X "'�, I 2" EXPANSION J INT 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL 1 4" V-2" EOD L ROOF DECK. REFER TO PROJECT SPECIFICATIONS SECTION 4 FRAMING PLANS FOR SIZE. 1" ' = 1-0" S4.3 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 32 33.4 CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED TO EACH ANGLE OUTRIGGER. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. 1/4 TYP' 2" EXPA SION JOINT 1 1/2" DEEP 18 GAGE WIDE RIB STEEL ROOF DECK. REFER TO PROJECT I 1 1/2" DEEP 18 GAGE GALVANIZED WIDE SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. 10� 1/2" EOD 7 1/2" RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO -- STRUCTURAL FRAMING. -- .-- IRARD - _ _.4 _ ',; -;_ , I � _� _ - - - ._ � - _ -- - - AND T. - __ TOP OF LOW ROOF STEEL FRAMINGiLl -,-I------------------- ---�- � � I -. � } t OlVli-All l , ELEV. = 16-4" STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY Hlu_. CT 06067 (860)563-3820 STRUCTURAL STEEL FRAMING, REFER I TO FRAMING PLANS FOR SIZE. L3x3x1/4 STEEL OUTRIGGER AT 48" o.c., REFER TO TYPICAL DETAIL. 3/S4.0B. SECTION , 5 1" = 1'-011 S4.3 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. ELEV. = 16-4" STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. m AA.2 AA L NSION JINT 2" I 4" EOD I I V-2" EOD I I I I SECTION $ 1" = 1'-0" S4.3 STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. 0 4N 0 - �i r tl /v�lO``gpydi V` 1 :• N 15911 O� <r 'ENS .4D MOSER PILON NELSON I ARCHITECTS 11/2" DEEP 18 GAGE WIDE RIB STEEL ROOF 30 JORDAN LANE DECK. REFER TO PROJECT SPECIFICATIONS FOR WETHERSFIELD, CT. 06109 (sso) 563-6164 ATTACHMENT TO STRUCTURAL FRAMING. TITLE FRAMING SECTIONS - 4 STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4*3 CONTINUOUS BENT DECK FINISH STRIP BY DECK MANUFACTURER, TYPICAL. mI 1/4" THICK CONTINUOUS BENT STEEL PLATE, WELD TO TOP CHORD OF ro L 30 ROOF JOIST AT EACH LOCATION. WELD ROOF DECK TO HORIZONTAL LEG. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. --r SEE TYPICAL DETAIL CONTINUOUS L4x4x1/4 DECK SUPPORT ANGLE, WELD TO BEAM TOP FLANGE. STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. TOP OF CAFETERIA ROOF STEEL FRAMING SECTION r3 1" = 1'-0" S4.4 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK WITH 20 GAGE FLAT PANEL BOTTOM SHEET. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO L5x5x3/8 CONTINUOUS DECK SUPPORT 44 L5x5x3/8 CONTINUOUS DECK SUPPORT ANGLE. BOLT TO CONTINUOUS ANGLE HSS GIRTS REINFORCED TOP CHORD JOIST EXTENSION, ANGLE. BOLT TO CONTINUOUS ANGLE WITH 1/2" DIA. ERECTION BOLT AT 48" o.c. T-10 1/2" DESIGN BY JOIST MANUFACTURER. REFER TO WITH 1/2" DIA. ERECTION BOLT AT 48" ox. MAX AND FIELD WELD IN PLACE AS I CAFETERIA TOP CHORD JOIST EXTENSION MAX AND FIELD WELD IN PLACE AS SHOWN FOLLOWING ADJUSTMENT. 3 61/4 V-2 1/2" LOADING DIAGRAM" BELOW FOR APPLIED LOADS. SHOWN FOLLOWING ADJUSTMENT. CONTINUOUS BENT FINISH STRIP I 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. I CELLULAR ACOUSTICAL STEEL ROOF DECK WITH BY DECK MANUFACTURER. 20 GAGE FLAT PANEL BOTTOM SHEET. REFER TO 5" DEEP JOIST SEAT, c' T r -�.-- I PROJECT SPECIFICATIONS FOR ATTACHMENT TO 5" DEEP JOIST SEAT, SEE TYPICAL DETAIL =_`= �" }� STRUCTURAL FRAMING. SEE TYPICAL DETAIL TOP OF STEEL FRAMING - - -- — _ " " -_'�' TOP OF STEEL FRAMING ELEV. = 22'-011 J ==: - ---- — ' — _ - ELEV. = 22'-0" -: _ - r L4x4x3/8 CONTINUOUS ANGLE WELDED TO END OF TOP CHORD I L4x4x3/8 CONTINUOUS ANGLE WELDED TO END OF TOP CHORD JOIST EXTENSION AT EACH LOCATION. PROVIDE 2" LONG JOIST EXTENSION AT EACH LOCATION. PROVIDE 2" LONG SLOTTED HOLE IN HORIZONTAL LEG FOR ADJUSTMENT OF DECK SLOTTED HOLE IN HORIZONTAL LEG FOR ADJUSTMENT OF DECK Y SUPPORT ANGLE DURING ERECTION. � Y SUPPORT ANGLE DURING ERECTION. BI BOTTOM OF STEEL GIRT BOTTOM OF STEEL GIRT CONTINUOUS NET UPLIFTJOIST BRIDGING BY Y ELEV. = 20'-9 1/2" JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. HSS6x4(V)x3/8 STEEL GIRT WITH L3x3x1/4 OPEN WEB STEELJOIST FRAMING, REFER TO FRAMING PLANS STEEL ANGLE, CONTINUOUS FOR SIZE. PROVIDE TOP CHORD EXTENSION (TCX) AS SHOWN. TOP OF STEEL GIRT ELEV. = 17'-8 1/2" 1 1 /)'I nri:o 19 (-�A(-,F (-,A] /Amman \A/If1F RIR ('GI I 1 II AR \Y' / ACOUSTICAL STEEL ROOF DECK WITH 20 GAGE FLAT PANEL HSS6x4(V)x3/8 STEEL GIRT WI BOTTOM SHEET. REFER TO PROJECT SPECIFICATIONS FOR STEEL ANGLE, CONTINUOUS ATTACHMENT TO STRUCTURAL FRAMING. 5 1/2" EOD OPEN WEB STEEL JOIST FRAMING, I REFER TO FRAMING PLANS FOR SIZE. I �--� - -- - Z' ST - - - RAP TIE TO COLD FORMI BACKUP BY CAST STONE MAN IVIvfn..I ELEV. = VARIES, REFER TO FRAMING PLAN STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. Y 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. '' I _ TOP OF LOW ROOF STEEL — — — — — — — — — — ELEV. = 164" CONTINUOUS NET UPLIFTJOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. - 1 1/2" CLEAR L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, TYPICAL AT REFER TO "TYPICAL TOP OF MASONRY WALL LATERAL HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR r: SUPPORT DETAILS" ON STRUCTURAL DRAWING S4.OAFOR CONNECTION REQUIREMENTS. LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. HORIZONTALJOIST BRIDGING ATTOP AND BOTTOM CHORD, REFER TO 8" REINFORCED INTERIOR MASONRY PARTITION WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. k I SECTION r4 1" =1'-0" 14.4 H 2 -6 EDGE OF DECK STRUCTURAL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 11 J TOP OF CAFETERIA ROOF STEEL FRAMING — ELEV. = VARIES, REFER TO FRAMING PLAN_ 1 1/2 DEEP 18 GAGE GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK WITH 20 GAGE FLAT PANEL BOTTOM SHEET. REFER TO PROJECT SPECIFICATIONS FOR 1 ATTACHMENT TO STRUCTURAL FRAMING. I �_ . ° I BOLT BLOCKING TO BOTTOM FLANGE OF BEAM WITH 1/2" DIA. CARRIAGE BOLT AT 24" O.C. MAXIMUM FOR EXTENT OF WINDOW SYSTEM. COORDINATE WITH ARCHITECTURAL DRAWINGS. SS GIRTS L3x3x1/4 VERTICAL POST AT 48" o.c. MAXIMUM SHOP WELDED TO TOP 2" FLANGE OF STEEL BEAM AND UNDERSIDE OF HORIZONTAL STEEL GIRT. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. II r r J I I L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, TYPICAL AT HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. ' I I 1 HORIZONTAL JOIST BRIDGING ATTOP AND BOTTOM CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. SECTION $ 1" =1'-0" 54.4 OPEN WEB STEEL JOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE. L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, TYPICALAT HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. TOP OF STEEL GIRT ELEV. = 1T-8 1/2" HORIZONTALJOIST BRIDGING AT TOP AND BOTTOM CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. TOP OF LOW ROOF STEEL FRAMING J� ELEV. = 164" Y HSS6x4x3/8 HORIZONTAL CLERESTORY SUPPORT GIRT WITH CONTINUOUS L3x3x1/4 STEEL ANGLE WELDED TO FACE OF TUBE. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. REFER TO "TYPICALTOP OF MASONRY WALL LATERAL SUPPORT DETAILS" ON STRUCTURAL DRAWING S4.OA FOR CONNECTION REQUIREMENTS. 8" REINFORCED INTERIOR MASONRY PARTITION WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. 3/4" DIA. BOLTED CONNECTI( BY CAST STONE MAN U FACTU TOP OF STEEL GIRT ELEV. = 13'-7 1/4" ' CONTINUOUS NET UPLIFTJOIST BRIDGING BY 1 JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. I 6 5/811 13" FRAMING NOTE: ALL EXPOSED STEEL IN THE CAFETERIA SPACE SHALL BE RCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS). EFER TO ARCHITECTURAL DRAWINGS AND PROJECT PECIFICATIONS FOR FINISH REQUIREMENTS. DEAD LOAD = 280 LBS DEAD LOAD = 80 PLF ROOF LIVE LOAD = 160 PLF OAD = 650 PLF E: LOADS PROVIDED ARE UNFACTORED AND SHALL BE APPLIED JG THE APPROPRIATE GOVERNING LOAD COMBINATIONS FROM BUILDING CODES REFERENCED IN THE DESIGN DATA TABLE. (IA JOIST TOP CHORD EXTENSION LOADING DIAGRAM C9x13.4 STEEL GIRT WITH L3x3x1/4 CONTINUOUS ANGLE. PROVIDE 13/16" DIA. HOLE AT 24" ox. MAX FOR CONNECTION TO CAST STONE PIECE WITH 3/4" DIA. GALVANIZED BOLTS. COORDINATE LOCATIONS WITH CAST STONE MANUFACTURER. PIECE SHALL BE HOT -DIP GALVANIZED FOLLOWING FABRICATION. SECTION r2 nN 5 1/2" EOD I TOP OF CAFETERIA ROOF STEEL FRAMING I — 1' ELEV. = VARIES, REFER TO FRAMING PLAN 1 I TOP OF LOW ROOF STEEL FRAMING — — — — — — — — — — — — — — — — ELEV. = 16 4' 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. SECTION 6 1" =1'-011 S4.4 2'-6" EDGE OF DECK ����1,11,�II IIII ii 111,E TOP OF CAFETERIA ROOF STEEL FRAMING — — — — — — -- ELEV. = VARIES, REFER TO FRAMING PLAN STRUCTURAL FRAMING, REFER TO FRAMING PLAN FOR SIZE. BOLT BLOCKING TO BOTTOM FLANGE OF BEAM WITH 1/2" DIA. CARRIAGE BOLT AT 24" O.C. MAXIMUM FOR EXTENT OF WINDOW SYSTEM. COORDINATE WITH ARCHITECTURAL DRAWINGS. L3x3x1/4 VERTICAL POST AT 48" o.c. MAXIMUM FLANGE OF STEEL BEAM AND UNDERSIDE OF HC TOP OF LOW ROOF STEEL FRAMING ELEV. = 16-4" 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STE ROOF DECK. REFER TO PROJECT SPECIFICATION FOR ATTACHMENT TO STRUCTURAL FRAMING. ELEV. = 20'-9 1/2" HSS6x4(V)x3/8 STEEL GIRT WITH L3x3x1/4 STEEL ANGLE, CONTINUOUS PROVIDE THRU-PLATE MOMENT CONNECTION AT TOP AND BOTTOM FLANGE OF BEAM, REFER TO TYPICAL DETAIL ON STRUCTURAL DRAWING S6.0. TOP OF STEEL GIRT r1 r\/ -1-7I o 9 /-)11 HSS6x4(V)x3/8 STEEL GIRT WITH L3x3x1/4 STEEL ANGLE, CONTINUOUS 'Z' STRAP TIE TO COLD FORMED STEEL BACKUP BY CAST STONE MANUFACTURER. 3/4" DIA. BOLTED CONNECTION INSERT BY CAST STONE MANUFACTURER. — 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK Yv/iTH 20 GAGE FLAT PAIV'EL BOTTOM SHEET. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STRUCTURAL FRAMING. OPEN WEB STEEL JOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE. CONTINUOUS NET UPLIFTJOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. N 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK WITH 20 GAGE FLAT PANEL BOTTOM SHEET. REFER TO PROJECT SPECIFICATIONS FOR ATTACH MENT TO STRUCTURAL FRAMING. 444 I ISS GIRTS OPEN WEB STEEL JOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE. L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, TYPICAL AT HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. TOP OF STEEL GIRT ELEV. = 17-8 1/2" HORIZONTAL JOIST BRIDGING ATTOP AND BOTTOM CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. HSS6x4(V)x3/8 HORIZONTAL CLERESTORY SUPPORT GIRT WITH CONTINUOUS L3x3x1/4 STEEL ANGLE WELDED TO FACE OF TUBE. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CTION 7 1'-0" S4.4 HSS GIRTS 44 REINFORCED TOP CHORD JOIST EXTENSION, DESIGN BY JOIST MANUFACTURER. REFER TO "CAFETERIA TOP CHORD JOIST EXTENSION LOADING DIAGRAM" IN SECTION 2/S4.4 FOR APPLIED LOADS. V-2 1/2" 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB CELLULAR ACOUSTICAL STEEL ROOF DECK WITH 20 GAGE FLAT PANEL I I BOTTOM SHEET. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. SECTION 1 1" = 1'_0" 54.4 2'-6" EDGE OF DECK BOLT BLOCKING TO BOTTOM FLANGE OF BEAM WITH 1/2" DIA. CARRIAGE BOLT AT 24" o.c. MAXIMUM FOR EXTENT OF WINDOW SYSTEM. COORDINATE WITH ARCHITECTURAL DRAWINGS. TOP OF STEEL GIRT ELEV. = 17'-8 1/2" 'Z' STRAP TIE TO COLD FORMED STE BACKUP BY CAST STONE MANUFAC 3/4" DIA. BOLTED CONNECTION IN! BY CAST STONE MANUFACTURER. �L TOP OF STEEL GIRT ELEV. = 13'-7 1/4" I JI LLLI I\/"\IV IIIVV, I\LI LI\ IV 11\!'11V111VV 1 L.r11VJ1 VI\JILL. HSS8x6x3/8 OUTRIGGER. SHOP WELD TO STEEL COLUMN AND GRIND FLUSH. ROUND STEEL COLUMN, REFER TO COLUMN SCHEDULE ON STRUCTURAL DRAWING S5.1 AND S5.2 FOR SIZE. C9x13.4 STEEL GIRT WITH L3x3x1/4 ANGLE, CONTINUOUS. PROVIDE 13/16" DIA. HOLE AT 24" o.c. MAX FOR CONNECTION TO CAST STONE PIECE. COORDINATE LOCATIONS WITH CAST STONE MANUFACTURER. PIECE SHALL BE HOT -DIP GALVANIZED FOLLOWING FABRICATION. • '•• '� �� �N�� i■■i�■■■■■■u■E=Emm ■■■ ■ mm i■■u■■■■■ ■■■ =Go■ ■ ■ iiiSam 0 i■ii■ii■iiiiii■i■■ii■i■iiiii■iiiii■ui'iii .....................C.:..C■.........C..............C.■. STRUCTURAL FRAMING, REFER TO FRAMING PLAN FOR SIZE. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I BARD OPEN WEB STEEL JOIST FRAMING, REFER AN TO FRAMING PLANS FOR SIZE. O� V�(p /� 1� i�/ Li AL STRUCTURLIENGINEERS HSS6x4(V)x3/8 STEEL GIRT WITH L3x3x1/4 STEEL ANGLE, CONTINUOUS C9x13A STEEL GIRT WITH L3x3x1/4 ANGLE, CONTINUOUS. PROVIDE 13/16" DIA. HOLE AT 24" o.c. MAX FOR CONNECTION TO CAST STONE PIECE. COORDINATE LOCATIONS WITH CAST STONE MANUFACTURER. PIECE SHALL BE HOT -DIP GALVANIZED FOLLOWING FABRICATION. . i 6 5/8" I 1" 211 I I SECTION 5 1" = 1'-011 S4.4 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860) 563 - 3820 s ��..0� GON/VF 9p .o . CEN MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4*4 CONTINUOUS 20 GAGE FLAT PLATE PROVIDED BY DECK MANUFACTURER AT CHANGE IN DECK DIRECTION, TYPICAL. 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STRUCTURAL FRAMING. — TOP OF STEEL FRAMING ELEV. = 27'-4" CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — COLD FORMED S1 EEL ROUE I RUSSES SPACED Al 4'-0" o.c., REFER TO FRAMING PLANS FOR LAYOUT AND STRUCTURAL DRAWING S6.3 FOR TRUSS PROFILES, DETAILS, AND GENERAL NOTES. rh T LEI OF STEEL FRAMINGELEV. = 27'-4" KK 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS - F R ATTACHMENT TO STRUCTURAL FRAMING i T-2" EDGE OF DECK ,, 0 2'-3" �y t TOP CHORD CANTIL 1! 511 1 21I - ! -- ' T r � P i I IL i i SFCTinN /03 1" =1'-0" S4.5 CONTINUOUS COLD FORMED STEEL BENT PLATE FASTENED TO TOP CHORD OF EACH COLD FORMED METAL TRUSS. COLD FORMED STEEL ROOF TRUSSES SPACED AT 4'-0" ox., REFER TO FRAMING PLANS FOR LAYOUT AND STRUCTURAL DRAWING S6.3 FOR TRUSS PROFILES, DETAILS, AND GENERAL NOTES. (2) 20 GAGE COLD FORMED C-STUDS FRAMED BACK TO BACK WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. BEAM I TYPICAL COLD FORMED METAL FRAMING BETWEEN ROOF TRUSSES FOR EXTERIOR WALL, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE ! RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO S T RUC T URAL FRAMIING. 1$ i -r 1" EOD STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. r� SECTION 6 1" = 1'-0" S4.5 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. COLD FORMED STEEL TRUSS FRAMING, REFER TO FRAMING PLAN FOR LAYOUT AND DRAWING S6.3 FOR TRUSS PROFILES AND LOADING INFORMATION. 14 1 1/2II DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR — '— — — — '-1 — — — — ATTACHMENT TO STRUCTURAL FRAMING. I i I i i i i I i I I' I i I i 11/2"CLEAR I ___________ TOP OF STEEL FRAMING I COLD FORMED STEEL ROOF TRUSSES SPACED AT ELEV. = 274" 4'-0" o.c., REFER TO FRAMING PLANS FOR LAYOUT v AND STRUCTURAL DRAWING S6.3 FOR TRUSS 1/4" STEEL BENT PLATE ASSEMBLY AT 48" o.c. PROFILES, DETAILS, AND GENERAL NOTES. MAX. FIELD WELD TO TOP FLANGE OF BEAM. LOCATE AT SOLID GROUTED REINFORCED CELLS. 16" �I I� 7 5/8" CMU ' + 1/8" CLEAR - STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER I 8" REINFORCED MASONRY WALL. REFER TO TO "SCHEDULE OF DEFORMED BAR REINFORCING "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING x<; _ FOR MASONRY WALLS" ON STRUCTURAL S4.OA FOR MINIMUM SPACING OF BOND BEAMS. DRAWING S4.OA FOR REINFORCING SIZE, TOP OF BOND BEAM ELEVATION = + 25'41• SPACING, AND ADDITIONAL REQUIREMENTS. -- __ TOP OF STEEL FRAMING ELEV. = 27'-4" SECTION 9 1" = 1'-011 S4.5 CONTINUOUS 20 GAGE FLAT PLATE PROVIDED BY DECK MANUFACTURER AT CHANGE IN DECK DIRECTION, TYPICAL. 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — m .—I TOP OF STEEL FRAMING J ELEV. = 27'-4" CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. CONTINUOUS 20 GAGE FLAT PLATE PROVIDED BY DECK MANUFACTURER AT CHANGE IN DECK DIRECTION, TYPICAL. 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — 6 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT III SPECIFICATIONS FOR ATTACHMENT TO >, 3'-3" EDGE OF DECK 6 STRUCTURAL FRAMING. 2' 41 TOP CHORD CANTILEVER I i- 5" 3" IL "t 14 i W� • i i i � I an /mammas �iiuumm■ d�■■a■Ham■a■ i■■ u■■ mmm ■ ORION COLD FORMED STEEL ROOF TRUSSES SPACED AT 4'-0" o.c., REFER TO FRAMING PLANS FOR LAYOUT AND STRUCTURAL DRAWING S6.3 FOR TRUSS PROFILES, DETAILS, AND GENERAL NOTES. (2) 20 GAGE COLD FORMED C-STUDS FRAMED BACK TO BACK WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. I I SFCT10N r2 1" =1'-0" S4.5 5 1 1/2" DEEP 20 GAGE WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR 2'-10" EDGE OF DECK ATTACHMENT TO STRUCTURAL FRAMING. TOP CHORD CANTIL I r 311 211 T• II � f ' x nD r1C CTCCI CDAAAING I VF vi )I LLLI IV'VVIIIVV T ELEV. = 27'-4" CUN I INUUUS 20 GAGE COLD FORMED STEEL / 1 1 IIZ-' CLtAK % TRACK ATTACHED TO TRUSS ENDS, TYPICAL. L COLD FORMED STEEL ROOF TRUSSES SPACED AT l 4'-0" ox., REFER TO FRAMING PLANS FOR LAYOUT AND STRUCTURAL DRAWING S6.3 FOR STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. REFER TO "TYPICAL TOP OF MASONRY WALL LATERAL SUPPORT DETAILS" ON STRUCTURAL DRAWING S4.OA FOR CONNECTION REQUIREMENTS. MASONRY BOND BEAM REINFORCED WITH 2 # 5 GROUT IN SOLID. REFER TO "SCHEDULE OF REINFORCING FOR MASONRY WALLS" ON RAWING S4.OA FOR MINIMUM SPACING OF OP OF BOND BEAM ELEVATION = + 25'-4". I SECTION 5 I I CONTINUOUS COLD FORMED STEEL BENT PLATE FASTENED TO TOP CHORD OF EACH I I - COLD FORMED METAL TRUSS. CONTINUOUS CONTINUOUS, DEFORMED BAR STRUCTURAL D BOND BEAMS. T SECTION s i � I ' I - rt I TRUSS PROFILES, DETAILS, AND GENERAL NOTES. `--- 2 20 GAGE COLD FORMED C-STUDS FRAMED BACK TO BACK WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. 8" REINFORCED EXTERIOR MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. TYPICAL COLD FORMED METAL FRAMING BETWEEN ROOF TRUSSES FOR EXTERIOR WALL, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. I I Ad I CONTINUOUS BENT METAL FINISH q STRIP BY DECK MANUFACTURER. I A. � R002F DECK. REFER TO RO" DEEP 18 GAGE JECIT SPECIFICATIONS ZED WIDE RIB EL 1'-6" STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT 3'-0" EDGE OF DECK SPECIFICATIONS FOR ATTACHMENTTO STRUCTURAL FRAMING. ✓ 2'-1" CONTINUOUS 20 GAGE FLAT PLATE TOP CHORD CANTILEVER PROVIDED BY DECK MANUFACTURER AT SII -' CHANGE IN DECK DIRECTION, TYPICAL. - 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — — — — — — — — — — — — — — — — -- TOP OF STEEL FRAMING ELEV. = 27'-4" CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. i COLD FORMED STEEL ROOF TRUSSES SPACED AT 4'-0" o.c., REFER TO FRAMING PLANS FOR LAYOUT AND STRUCTURAL DRAWING S6.3 FOR TRUSS PROFILES, DETAILS, AND GENERAL NOTES. (2) 20 GAGE COLD FORMED C-STUDS FRAMED BACK TO BACK WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. I I' STRUCTURAL STEEL FRAMING, REFER 7/TO FRAMING PLANS FOR SIZE. I j I fl I' I 1 SECTION �1 \ 1 1/2" DEEP 20 GAGE GALVANIZED WIDE 5 /) RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO 2'-10" EDGE OF DECK STRUCTURAL FRAMING. CONTINUOUS 20 GAGE FLAT PLATE TOP CHORD CANTIL. PROVIDED BY DECK MANUFACTURER AT 311 2ui L CHANGE IN DECK DIRECTION, TYPICAL. 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO ,� 1 STRUCTURAL FRAMING. WP TOP OF STEEL FRAMING ELEV. = 27-4" CONTINUOUS 20 GAGE COLD FORMED STEEL TRACK ATTACHED TO TRUSS ENDS, TYPICAL. HSS STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE. COLD FORMED STEEL ROOF TRUSSES SPACED AT 4'-0" o.c., REFER TO FRAMING PLANS FOR LAYOUT AND STRUCTURAL DRAWING 56.3 FOR TRUSS PROFILES, DETAILS, AND GENERAL NOTES. TOP OF STEEL FRAMING ELEV. = 27'4' CONTINUOUS COLD FORMED STEEL BENT PLATE FASTENED TO TOP CHORD OF EACH COLD FORMED METAL TRUSS. SECTION 1" = 1'-0" S4.5 1" COLD FORMED STEEL ROOF TRUSSES SPACED AT 41-n" o r RFFFR Tn FRAMING PI AN; FnR LAYOUT AND STRUCTURAL DRAWING S6.3 FOR TRUSS PROFILES, DETAILS, AND GENERAL NOTES. (2) 20 GAGE COLD FORMED C-STUDS FRAMED BACK TO BACK WITH 2" WIDE FLANGE BETWEEN ROOF TRUSSES. STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. TYPICAL COLD FORMED METAL FRAMING BETWEEN ROOF TRUSSES FOR EXTERIOR WALL, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. CONTINUOUS BENT METAL FINISH STRIP BY DECK MANUFACTURER. iiiii 0 iiiii • • • • ' ' • • immi • • • • �_ m No ■.■.I ■am! 1113 _ MEN 'ii=Sam ■'iiiCii'iiGi Gii ■ ■ mml ..... e'■■:o:::i:::::::;::: =imMammon monsiiiia ammlii■a■ai i ■ammaaa■■a aiiiiiiiiiii:::::ii:::mi:uiia:::iiiu:. ".a nii■iiii ■■u■■■f mmmmmmummmmmmmmmmmm■■ii■■■■■■ mama 11■■mm�■mmmi iii■ii■iii■iiiiueuiii== �a ■■■ i ■ mm■ ipoi■■i�i�=■ii =iiiiiii■uiiiiiiii■uiii■■i■iiiiii ,■■■a= a ■iii■�ii iiii■■ �����■ ■■/ �muamm STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 Q o W o w�V O rwz O H � a a M"'t 11� A p 1) d 1 1L it 11J AND OMPANYI , STRUCTURAL ENGINEERS ' 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 r ' r4. s N AL MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4.5 `0 CONTINUOUS L4x4x1/4 STEEL ANGLE 2" WELDED TO JOIST TOP CHORD. WELD DECK FDGF TO TOP OF HORIZONTAL ANGLE LEG: 1 - CTil^T RHS TIn"UvUSBEv STEEL FRAMING, REFER TO I BY DECK MANUFACTURER. FRAMING PLAN FOR SIZE. - L4x3x3/8 CLIP ANGLE WITH 1/2" DIA. ERECTION _ 1/4 TYP' BOLT IN 1 1/2" LONG HORIZONTAL SLOTTED HOLE. ALIGN HANGER AS REQUIRED FOR HUNG r LINTEL BELOW AND FIELD WELD AS SHOWN. t4114 it _ -- _ --' IN TOP OF LOW ROOF STEEL FRAMING \\ - �'--� ELEV. �- = 16'-4" 1/4" STEEL PLATE HANGER AT 48' o.c. �P' 1/4 MAX. PROVIDE 1 1/2" LONG VERTICAL SLOTTED HOLE AT BOTTOM i 3 1/2 CONNECTION FOR FIELD ADJUSTMENT. 00 CONTINUOUS L5x5x5/16 HUNG LINTEL. - PROVIDE CONNECTION DIA.HOLE TO CAST STONE OI �- 2 1/2" DEEP JOIST SEAT MAX SEE TYPICAL DETAIL PIECE. COORDINATE LOCATIONS WITH j I 3/8" THICK STEEL ANGLE FIT TO EAM CAST STONE MANUFACTURER. j I I WEB WITH 3" LONG OUTSTAN ING LEG. 3/4" DIA. BOLTED CONNECTION INSERT BY CAST STONE MANUFACTURER. rt! BOTTOM OF STEEL ANGLE ELEV. = 13'-5 1/2" _ -- -- - CONNECT HANGER TO GUSSET PLATE WITH 1/2" DIA. 161/8" I 1/4 TYP. ERECTION BOLT. SET CAST STONE SUPPORT LINTEL LEVEL AND WELD IN PLACE AS SHOWN. HANGER CONTINUOUS NET UPLIFTJOIST BRIDGING BY JOIST MANUFACTURER, -77 REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. 8" REINFORCED EXTERIOR MASONRY PARTITION WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. i PREFABRICATED BRICK LINTEL SYSTEM BY OTHERS, REFER TO / ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. / 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STRUCTURAL FRAMING. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. TOP OF LOW ROOF STEEL FRAMING ELEV. = 16-4" L6x4(V)x5/16x6" LONG CLIP ANGLE SPACED AT 24" ox. STAGGERED EACH SIDE OF MASONRY WALL (48" o.c. EACH SIDE). FIELD SET CLIP TO BOTTOM FLANGE WITH 1/2" DIA. BOLT AT EACH CLIP IN 2" LONG SLOTTED HOLE IN CLIP. PLACE VERTICAL LEG TIGHTTO MASONRY WALL OPEN WEB STEEL JOIST FRAMING, AND FIELD WELD AS SHOWN TO COMPLETE. REFER TO FRAMING PLANS FOR SIZE. CONTINUOUS MASONRY BOND BEAM REINFORCED MASONRY PARTITION SHALL EXTEND TO UNDERSIDE WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO OF STEEL ROOF DECK, REFER TO "TYPICAL TOP OF SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALL LATERAL SUPPORT DETAILS" ON MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA STRUCTURAL DRAWING S4.OA. FOR MINIMUM SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 14'-0". CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR MINIMUM SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 14'-0". 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL 3 1/2" EOD ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR A17ACHMENTTO STRUCTURAL FRAMING. �-- OPEN WEB STEEL JOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE. -I �! ilk _--_-------------- - --- I 1 1/2" CLR. L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, 1/4 TYP' TYPICAL AT HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. I i HORIZONTAL JOIST BRIDGING AT TOP AND BOTTOM - CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. i 8" REINFORCED EXTERIOR MASONRY PARTITION WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON - I STRUCTURAL DRAWING S4.OA FOR REINFORCING = SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. I SECTION r2 1 1,=1-0 �.6 CONTINUOUS L4x4x1/4STEEL ANGLE WELDED TO JOIST TOP CHORD. WELD DECK EDGE TO TOP REINFORCED MASONRY LINTEL AT DOOR OPENING. OF HORIZONTAL ANGLE LEG. COORDINATE LOCATION AND ELEVATION WITH ARCHITECTURAL DRAWINGS. REFER TO "REINFORCED MASONRY LINTEL SCHEDULE" ON STRUCTURAL DRAWING S4.OA FOR SIZE AND REINFORCING. TYP' 1/4 2 1/2" DEEP JOIST SEAT, TOP OF LOW ROOF STEEL FRAMING SEE TYPICAL DETAIL SECTION r3 1" = 1'-0" �.6 , CONTINUOUS BENT FINISH STRIP CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED 211 BY DECK MANUFACTURER. TO JOIST TOP CHORD, WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL F= , ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. TYP. 2 1/2" DEEP JOIST SEAT, I I :- -I I FIERH_ - - - SEE TYPICAL DETAIL TOP OF LOW ROOF STEEL FRAMING - - — ELEV. = 16'-4" I I I STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. I I I I I I U I I I I I I STEEL COLUMN, REFER TO FRAMING PLANS FOR I I LOCATION AND COLUMN SCHEDULE FOR SIZE. I I I CONTINUOUS NET UPLIFT JOIST BRIDGING BY I I I JOIST MANUFACTURER, REFER TO STRUCTURAL �'' I DRAWING S5.0 FOR LOADING INFORMATION. - I OPEN WEB STEEL ROOF JOIST WITH L4x4x1/2 STEEL SEAT MASONRY WALL TIES SHOP WELDED TO COLUMN I I I ANGLE ON FACE OF COLUMN, REFER TO FRAMING PLANS FACE, REFER TO PROJECT SPECIFICATIONS. — I I I FOR SIZE. REFER TO TYPICAL DETAIL 9/S4.0B FOR SEAT -j I I I AND BOTTOM CHORD EXTENSION REQUIREMENTS. I I I I I I I SECTION 6 �-6 1" =1'-0" I ELEV. = 16'-4" STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. L6x4(V)x5/16x6" LONG CLIP ANGLE SPACED AT 24" o.c. STAGGERED EACH SIDE OF MASONRY WALL (48" o.c. EACH SIDE). FIELD SET CLIP TO BOTTOM FLANGE WITH 1/2" DIA. BOLT AT EACH CLIP IN 2" LONG SLOTTED HOLE IN CLIP. PLACE VERTICAL LEG TIGHTTO MASONRY WALL AND FIELD WELD AS SHOWN TO COMPLETE. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR MINIMUM SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION =+ 14'-0". GALVANIZED WT9x20 STEEL LOOSE LINTEL WITH CONTINUOUS 3/8" x 16" GALVANIZED STEEL PLATE. BEAR I InITFI All NVIININAI Inn ON MACnNIRV \NAI I Ann ANIC'HnR WITH 1/2" DIA. ANCHOR ROD, 6" LONG PLUS 3" HOOK IN SOLID GROUTED CELL, TYPICAL EACH END. GALVANIZED C9x15 CHANNEL JAMB EACH SIDE OF OVERHEAD DOOR OPENING. SEAL WELD TOP OF JAMB TO UNDERSIDE OF LOOSE LINTEL IN THE FIELD. — 3/8" THICK STEEL ANGLE FIT TO BEAM 4 1/2" 9 WEB WITH 3" LONG OUTSTANDING LEG. L4x3x3/8 CLIP ANGLE WITH 1/2" DIA. CONTINUOUS BENT FINISH STRIP 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO ERECTION BOLT IN 1 1/2" LONG BY DECK MANUFACTURER. PROJECT SPECIFICATIONS FOR ATTACHMENTTO STRUCTURAL FRAMING. HORIZONTAL SLOTTED HOLE. ALIGN HANGER AS REQUIRED FOR HUNG LINTEL I BELOW AND FIELD WELD AS SHOWN. - 1 TOP OF LOW ROOF STEEL FRAMING - - - -- -_ - ELEV. = 16'-4" 1/4" STEEL PLATE HANGER AT 48" o.c. TYP. 1/4 iN MAX. PROVIDE 1 1/2" LONG VERTICAL SLOTTED HOLE AT BOTTOM I 00 N CONNECTION FOR FIELD ADJUSTMENT. CONTINUOUS L5x5x1/4 HUNG LINTEL. -- PROVIDE 13/16" DIA. HOLE AT 24" o.c. MAX FOR CONNECTION TO CAST STONE r PIECE. COORDINATE LOCATIONS WITH CAST STONE MANUFACTURER. 3/4" DIA. BOLTED CONNECTION INSERT BY CAST STONE MANUFACTURER. I I - --- BOTTOM OF STEEL ANGLE ELEV. = 13'-5 1/2" — - - - I 1/4 TYP' STRUCTURAL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CONNECT HANGER TO GUSSET PLATE WITH 1/2" DIA. ERECTION BOLT. SET CAST STONE SUPPORT LINTEL LEVEL AND WELD IN PLACE AS SHOWN. HANGER SECTION r8 1" = 1,4, �4.6 w— ___j TYP. 1/4 W413 PIECE LOCATED AT MIDSPAN OF DOOR OPENING BELOW. STEEL FABRICATOR TO COORDINATE AND PROVIDE CONNECTION FOR HANGER ROD BY PREFABRICATED BRICK LINTEL MANUFACTURER. PREFABRICATED BRICK LINTEL SYSTEM BY OTHERS, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. REVISIONS CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED CONTINUOUS BENT FINISH STRIP CONFORMED SET TO JOIST TOP CHORD. WELD DECK EDGE TO TOP 211 BY DECK MANUFACTURER. MARCH 22, 2019 OF HORIZONTAL ANGLE LEG. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL DECK.ROOF FERO IATPRICATIONS FOR ATrnAPf\ITT�T-TIPANANn TYP. 1/4 -- I - - - - ---- -- = 2 1/2" DEEP JOIST SEAT, __' SEE TYPICAL DETAIL TOP OF LOW ROOF STEEL FRAMING - - — - - ELEV. = 16-4" STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. I TYP. 1/4 / L6x4(V)x5/16x6" LONG CLIP ANGLE SPACED AT 24" o.c.TrM M71; 1 1/2" CLR. STAGGERED EACH SIDE OF MASONRY WALL (48" o.c. EACH SIDE). FIELD SET CLIP TO BOTTOM FLANGE WITH 1/2" DIA. BOLT AT EACH CLIP IN 2" LONG SLOTTED HOLE IN CLIP. PLACE VERTICAL LEG TIGHT TO MASONRY WALL CONTINUOUS NET UPLIFT JOIST BRIDGING BY STATE PROJECT NO. AND FIELD WELD AS SHOWN TO COMPLETE. I JOIST MANUFACTURER, REFER TO STRUCTURAL 132-0089 N DRAWING S5.0 FOR LOADING INFORMATION. PHASE 2 OF 5 CONTINUOUS MASONRY BOND BEAM REINFORCED I� OPEN WEB STEELJOIST FRAMING, WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO w, , REFER TO FRAMING PLANS FOR SIZE. SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA I — 8" REINFORCED EXTERIOR MASONRY PARTITION FOR MINIMUM SPACING OF BOND BEAMS. TOP OF I WALL. REFER TO "SCHEDULE OF DEFORMED BAR BOND BEAM ELEVATION =+ 14'-0". ' REINFORCING FOR MASONRY WALLS" ON CONTINUOUS BENT FINISH STRIP STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 211 BY DECK MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL TOP OF LOW ROOF STEEL FRAMING ROOF DECK. REFER TO PROJECT SPECIFICATIONS ELEV. = 16-4" a. FOR ATTACHMENT TO STRUCTURAL FRAMING. 1/4 TYP. 1 1/2" CLR. L6x4(V)x5/16x6" LONG CLIP ANGLE SPACED AT 24" ox. STAGGERED EACH SIDE OF MASONRY WALL (48" o.c. EACH SIDE). FIELD SET CLIP TO BOTTOM FLANGE WITH 1/2" DIA. BOLT AT EACH CLIP IN 2" LONG SLOTTED HOLE IN CLIP. PLACE VERTICAL LEG TIGHT TO MASONRY WALL AND FIELD WELD AS SHOWN TO COMPLETE. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO SCHEDULE OF DEFORMED BAR REINFORCING FOR CONTINUOUS NET UPLIFTJOIST BRIDGING BY MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA JOIST MANUFACTURER, REFER TO STRUCTURAL FOR MINIMUM SPACING OF BOND BEAMS. TOP OF DRA\NIN!G SS.n FOR I nAnING INiMPUATlnNi Bnr\in BFANA FLFVATION = + 14'-n", 8 REINFORCED EXTERIOR MASONRY PARTITION WALL. GALVANIZED WT9x20 STEEL LOOSE LINTEL WITH REFER TO SCHEDULE OF DEFORMED BAR REINFORCING CONTINUOUS 3/8" x 16" GALVANIZED STEEL PLATE. BEAR FOR MASONRY WALLS ON STRUCTURAL DRAWING LINTEL 6" MINIMUM ON MASONRY WALL AND ANCHOR S4.OA FOR REINFORCING SIZE, SPACING, AND WITH 1/2" DIA. ANCHOR ROD, 6" LONG PLUS 3" HOOK IN ADDITIONAL REQUIREMENTS. SOLID GROUTED CELL, TYPICAL EACH END. GALVANIZED C9x15 CHANNELJAMB EACH SIDE OF OVERHEAD DOOR OPENING. SEAL WELD TOP OF JAMB TO UNDERSIDE OF LOOSE LINTEL IN THE FIELD. — GALVANIZED 1/8" THICK STRAP ANCHOR WELDED TO FACE OF CHANNEL AT 24" o.c. AND SET IN SOLID GROUTED MASONRY CELLS. REFER TO SECTION 6/S3.7. SECTION r5 — 1" =1'-0" S4.6 i 101/2" I ,-,3 1/2" TFFFFFTT- STRUCTURAL FRAMING, REFER 71 TO FRAMING PLAN FOR SIZE. STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. I SECTION 1 3 1/2" EOD 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL V 1 ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. I 1/4 �TYP. i` 1 1/2" CLR. i-= 7-7 • I• I r � I Y, I T j' I GALVANIZED 1/8" THICK STRAP ANCHOR WELDED TO FACE OF CHANNEL AT 24" ox. AND SET IN SOLID I� I GROUTED MASONRY CELLS. REFER TO SECTION 6/S3.7. I� I� L I I 7 3/8" II 8 5 8" 1 3/4" _ 1'-0 I(4" L 13 3/4!' SECTION 4 1" = 1'-0" S4.6 CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED 1/ 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL TO JOIST TOP CHORD. WELD DECK EDGE TO TOP ROOF DECK. REFER TO PROJECT SPECIFICATIONS OF HORIZONTAL ANGLE LEG. FOR ATTACHMENT TO STRUCTURAL FRAMING. TYP. 1/4 I I _- -- -- -- -- - fff 2 1/2" DEEP JOIST SEAT, _ ._.'. ' a'. _ , . � SEE TYPICAL DETAIL _ TOP OF LOW ROOF STEEL FRAMING - ELEV. = 16'-4" STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. IT it ► L6x4(V)x5/16x6" LONG CLIP ANGLE SPACED AT 24" ox. STAGGERED EACH SIDE OF MASONRY WALL (48" o.c. EACH SIDE). FIELD SET CLIP TO BOTTOM FLANGE WITH 1/2" DIA. BOLT AT EACH CLIP IN 2" LONG SLOTTED HOLE IN CLIP. PLACE VERTICAL LEG TIGHTTO MASONRY WALL AND FIELD WELD AS SHOWN TO COMPLETE. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR MINIMUM SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION =+ 14'-0". PREFABRICATED BRICK LINTEL SYSTEM BY OTHERS, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. OPEN WEB STEEL JOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE. 8" REINFORCED EXTERIOR MASONRY PARTITION WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS CONTINUOUS NET UPLIFTJOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. OPEN WEB STEEL JOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE. 8" REINFORCED EXTERIOR MASONRY PARTITION WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. REINFORCED MASONRY LINTEL AT DOOR OPENING. COORDINATE LOCATION AND ELEVATION WITH ARCHITECTURAL DRAWINGS. REFER TO "REINFORCED MASONRY LINTEL SCHEDULE" ON STRUCTURAL DRAWING S4.OA FOR SIZE AND REINFORCING. i SECTION 1" = 1'-01, S4.6 O � r O W w W H U [� O � aaz W�3 � o O H � I RARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE Rocky HILL, CT 06067 (860)563-3820 M-OSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. I,VIV I IIVUVUS L4X4X1/4 ST EEL /-lIVl7LC VVCLUCU I V JVIJ I IVY CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. 5" DEEP JOIST SEAT SEE TYPICAL DETAIL TOP OF GYMNASIUM HIGH ROOF STEEL ELEV. = 27' - 1 1/2" STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. TYP. L7x4x3/8x6" LONG STEEL CLI P ANGLE SPACED AT 48" o.c. BOLT EACH CLIP TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT IN 2" LONG SLOTTED HOLE IN HORIZONTAL LEG OF CLIP. PLACE TIGHT TO FACE OF MASONRY WALL AND FIELD WELD IN PLACE AS SHOWN TO COMPLETE. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR MINIMUM SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 22'-8". — ' 12" REINFORCED EXTERIOR MASONRY WALL. REFER TO SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. 8'-0 1/2" CONTINUOUS L4x4x3/8 BRICK RELIEVING ANGLE WITH L3x3x1/4 CLIP ANGLE ON BACK SIDE AT VERTICAL STRUT LOCATIONS. — CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. — 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. -■:■iiir■iii�i' :: I' 12 CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE 'BA'. REFER TO PROJECT SPECIFICATIONS FOR �s. ATTACHIIAFNTTCICTRIIC'TIIRA] FRAKAINC;, 1/4 TYP. CONTINUOUS L4(V) x 3 x 5/16, WELD TO UNDERSIDE j OF TOP CHORD AT EACH JOIST LOCATION. fi A -1; 1 A4 STEEL JOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE AND SPACING. MINIMUM JOIST BRIDING REQUIREMENTS SHALL BE AS INDICATED ON FRAMING PLANS. L2 1/2 x 2 1/2 x 1/4 DIAGONAL BRACE AT EACH JOIST LOCATION NOTED AS "BR-1" ON "PARTIAL HIGH ROOF FRAMING PLAN - WEST." WELD TO STEEL BEAM AND CONTINUOUS L4(V) x 3 x 5/16 AT EACH END. CONTINUOUS L5x5x3/8 STEEL ANGLE. BOLT TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT AT 48" ox. WITHIN 2" LONG SLOTTED HOLES IN HORIZONTAL LEG OF ANGLE. PLACE TIGHT TO FACE OF MASONRY WALL AND FIELD WELD IN PLACE AS SHOWN TO COMPLETE. 3 SIDES L3x3x5/16 VERTICAL STRUT AT 48" o.c. PROVIDE 1 1/2" LONG VERTICAL SLOTTED HOLE AT TOP OF STRUT FOR CONNECTION TO BRICK RELIEVING ANGLE WITH 1/2" DIA. ERECTION BOLT. SET RELIEVING ANGLE LEVEL AND FIELD WELD IN PLACE AS SHOWN. BOTTOM OF STEEL RELIEVING ANGLE dK ELEV. = 17' - 9 3/8" Y CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED TO JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. 5" JOIST SEAT TOP OF GYMNASIUM LOW ROOF STEEL ELEV. = 26' - 0" STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. L7x4x3/8x6" LONG STEEL CLIP ANGLE SPACED AT 48" o.c. BOLT EACH CLIP TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT IN 2" LONG SLOTTED HOLE IN HORIZONTAL LEG OF CLIP. PLACE TIGHT TO FACE OF MASONRY WALL AND FIELD WELD IN PLACE AS SHOWN TO COMPLETE. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR MINIMUM SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 22'-8". — CONTINUOUS L4x4x3/8 BRICK RELIEVING ANGLE WITH L3x3x1/4 CLIP ANGLE ON BACK SIDE AT VERTICAL STRUT LOCATIONS. — CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. — 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. 3 1/2 iwlii�iiGGiii=iiiiiiiiGiiii■i7iiiii=Gi '-iiii■i■iiiiIs on = ss ■ STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. TOP OF LOW ROOF STEEL FRAMING M ELEV. = 16' - 4" 12" REINFORCED EXTERIOR MASONRY PARTITION WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. ��— 3/8" THICK STEEL ANGLE FIT TO BEAM WEB WITH 3" OUTSTANDING LEG AT VERTICAL STRUT LOCATIONS. CONNECT VERTICAL STRUT TO OUTSTANDING LEG WITH (2) 3/4" DIA. BOLTS. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR MINIMUM SPACING OF BOND BEAMS. CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED TO JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. — (2) 3/4" DIA. THREADED STUDS WELDED TO COLUMN CAP PLATE. COORDINATE LOCATION AND GAGE WITH JOIST MANUFACTURER. — 5" DEEP JOIST SEAT SEE TYPICAL DETAIL STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. 26 T 1 ow CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE 'BA'. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STRUCTURAL FRAMING. i�ii■i■■oi lu■ ■N■ — ' i 1/4 TYP 2-12 - 1 1/2" CLR. i s, CONTINUOUS L5x5x3/8 STEEL ANGLE. BOLT TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT AT 48" o.c. WITHIN 2" LONG SLOTTED HOLES IN HORIZONTAL LEG OF ANGLE. PLACE TIGHT TO FACE OF MASONRY WALL AND Y FIELD WELD IN PLACE AS SHOWN TO COMPLETE. -f TOP COURSE SHALL BE CUT TO EQUAL HEIGHT .: . CONTINUOUS, GROUT VOIDS SOLID CONTINUOUS NET UPLIFT JOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. 12" REINFORCED EXTERIOR MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. r I 1/4 3 SIDES I fA L3x3x5/16 VERTICAL STRUT AT 48" ox. PROVIDE 1 1/2" LONG r VERTICAL SLOTTED HOLE AT TOP OF STRUT FOR CONNECTION TO BRICK RELIEVING ANGLE WITH 1/2" DIA. ERECTION BOLT. SET RELIEVING ANGLE LEVELAND FIELD WELD IN PLACE AS SHOWN. —� w `r BOTTOM OF STEEL SHELF ANGLE OIL ELEV. = 17' - 9 3/8" y. i TOP OF LOW ROOF STEEL FRAMING m ELEV. = 16- 4" I N c-I I ch I 3/8" THICK STEEL ANGLE FIT TO BEAM WEB WITH 4" OUTSTANDING LEG AT VERTICAL STRUT LOCATIONS. CONNECT VERTICAL STRUT TO OUTSTANDING LEG WITH (2) 3/4" DIA. BOLTS. SECTION 2 1" = 1'_0" S4.7 00/ 12 CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL ex ROOF DECK, TYPE'BA'. REFER TO PROJECT SPECIFICATIONS FOR 1- ATTACHMENTTO STRUCTURAL FRAMING. CONTINUOUS L4(V) x 3 x 5/16, WELD TO UNDERSIDE OF TOP I 1 TYP• I SECTION r5 1" = 1'-0" S4.7 UnPi VV IIVIJ JJ.v FVIA LllY1UIINQ IIVFVIIIV I/'YI IVIV. OPEN WEB STEEL ROOF JOIST, REFER TO FRAMING PLANS FOR SIZE. REFER TO TYPICAL DETAIL 9/S4.OB FOR BOTTOM CHORD EXTENSION REQUIREMENTS. STEEL COLUMN, REFER TO FRAMING PLANS FOR LOCATION AND COLUMN SCHEDULE FOR SIZE. MASONRY WALLTIES SHOP WELDED TO COLUMN FACE, REFER TO PROJECT SPECIFICATIONS. CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED TO JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. — (2) 3/4" DIA. THREADED STUDS WELDED TO COLUMN CAP PLATE. COORDINATE LOCATION AND GAGE WITH JOIST MANUFACTURER. — CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB / ACOUSTICAL STEEL ROOF DECK, TYPE 'BA'. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. 1/4 TYP. 5" JOIST SEAT - 7 TOP OF GYMNASIUM ROOF STEEL ELEV. = 26' - 0" e STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. MASONRY WALLTIES SHOP WELDED TO COLUMN FACE, REFER TO PROJECT SPECIFICATIONS. CONTINUOUS L4x4x3/8 BRICK RELIEVING ANGLE. REFER TO SECTION 2/S4.7 FOR SUPPORT DETAIL. - CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. TOP OF GYMNASIUM ROOF STEEL ELEV. = VARIES, REFER TO FRAMING PLAN TYP. L7x4x3/8x6" LONG STEEL CLIP ANGLE SPACED AT 48" o.c. BOLT EACH CLIP TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT IN 2" LONG SLOTTED HOLE IN HORIZONTAL LEG OF CLIP. PLACE TIGHT TO FACE OF MASONRY WALL AND FIELD WELD IN PLACE AS SHOWN TO COMPLETE. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR MINIMUM SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 22'-8". ::■ �I ai'Is �I SECTION 1 1" =1'-0" 54.7 CONTINUOUS NET UPLIFT JOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. — OPEN WEB STEEL ROOF JOIST, REFER TO FRAMING PLANS FOR SIZE. REFER TO TYPICAL DETAIL 9/S4.OB FOR BOTTOM CHORD EXTENSION REQUIREMENTS. STEEL COLUMN, REFER TO FRAMING PLANS FOR LOCATION AND COLUMN SCHEDULE FOR SIZE. TOP OF STEEL SHELF ANGLE ELEV. = 17- 9 3/8" P OF LOW ROOF STEEL FRAMING ELEV. = 16- 4" STEEL THRU PLATES AT TYPICAL TYPE 'D' MOMENT CONNECTIONS, REFER TO FRAMING PLAN FOR LOCATIONS AND TYPICAL DETAIL 4/S6.0 FOR MINIMUM CONNECTION REQUIREMENTS. E 6" EOD 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE 'BA'. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. i■a ui■ iGiGGiiii■ii uii 'iiG i 4 2-12 TYP. 1 1/2" CLR. HORIZONTALJOIST BRIDGING ATTOP AND BOTTOM CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. CONTINUOUS L5x5x3/8 STEELANGLE. BOLT TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT AT 48" o.c. WITHIN 2" LONG SLOTTED HOLES IN HORIZONTAL LEG OF ANGLE. PLACE TIGHT TO FACE OF MASONRY WALL AND FIELD WELD IN PLACE AS SHOWN TO COMPLETE. OPEN WEB STEEL ROOF JOIST, REFER TO FRAMING PLANS FOR SIZE. .12" REINFORCED EXTERIOR MASONRY WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 I RARD AND OMPANY I_i F> STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 MOSER PD,ON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4*7 R 6" EOD 1.6" EODR I 1 REVISIONS CONFORMED SET MARCH 22, 2019 TOP OF STEEL FRAMING ELEV. = VARIES, REFER TO FRAMING PLAN STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. MASONRY WALL TIES SHOP WELDED TO COLUMN FACE, REFER TO PROJECT SPECIFICATIONS. CONTINUOUS L4x4x3/8 BRICK RELIEVING ANGLE. REFER TO SFCTION 1 /S4-R FOR SUPPORT DFTAII _ CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — :0 0 Sol r—n r— STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. TOP OF STEEL FRA ELEV. = VARIES, RE STEEL FRAMING, F FRAMING PLAN FC MASONRY WALL COLUMN FACE, RE SPECIFICATIONS. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE'BA'. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. MIMI ri L2x2x5/16 DIAGONAL BRACING AT COLUMN LOCATIONS. FIELD l WELD EACH BRACE TO GUSSET PLATE AT EACH END, TYPICAL. OPEN WEB STEEL ROOF JOIST, REFER TO FRAMING PLANS FOR SIZE. REFER TO TYPICAL DETAIL 9/S4.OB FOR BOTTOM CHORD EXTENSION REQUIREMENTS. PROVIDE 3/8" THICK CLOSURE PLATE WELDED TO TOP OF HSS POST. STEEL COLUMN, REFER TO FRAMING PLANS FOR LOCATION AND COLUMN SCHEDULE FOR SIZE. TOP OF LOW ROOF STEEL FRAMING ELEV. = 17' - 9 3/8" TOP OF LOW ROOF STEEL FRAMING ELEV. = 16- 4" SECTION r2 1" = 1'-0" S4.8 ZOD SECTION 5 1" = 1'-0" S4.8 TOP OF SCREEN GIRT ELEV. = 24'-1" HSS 6 x 4(V) x 5/16 HORIZONTAL GIRT AT TOP AND BOTTOM OF SCREEN WALL. DESIGN CONNECTION TO THE VERTICAL HSS POST AT EACH END FOR THE / FOLLOWING UNFACTORED DESIGN LOADS. DEAD LOAD = 500 LBS I WIND LOAD = 7,000 LBS F- 4" DEEP ALUMINUM EXPOSED FASTENER WALL PANEL SYSTEM SPANNING BETWEEN HORIZONTAL HSS GIRTS. REFER TO ARCHITECTURAL DRAWINGS. HSS STEEL SCREEN WALL POST, REFER TO FRAMING PLAN ON STRUCTURAL DRAWING S2.5 FOR SIZE. NOTE: ALL EXTERIOR EXPOSED STEEL SCREEN WALL FRAMING SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. ' IIIMIN REFER TO ARCHITECTURAL DRAWINGS FOR TYPICAL DETAIL AT ROOF PENETRATIONS. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK, REFER TO ROOF FRAMING PLANS FOR SPAN INFORMATION AND SPECIFICATIONS FOR ATTACHMENT REQUIREMENTS.. BOTTOM OF STEEL GIRT ELEV. = 18'-0" \ STEEL FRAMING, ELEVATION VARIES. REFER TO \ FRAMING PLAN ON STRUCTURAL DRAWING S2.2 AND S2.3 FOR SIZE AND ELEVATION. I TOP OF LOW ROOF STEEL ELEV. = 16'-4" I I I T \Dil l� i L2x2x1/4 DIAGONAL BRACE AT LOCATIONS WITHOUT I PERPENDICULAR BEAM ONLY. REFER TO STRUCTURAL DRAWING S2.3 FOR LOCATIONS. CONNECT TO TOP REFER TO CHORD OF ADJACENT ROOF JOIST. PLAN 1" = 1'-0" STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. ELEV. = VARIES, REFER TO FRAMING PLAN TYR 14 L7x4x3/8x6" LONG STEEL CLIP ANGLE SPACED AT 48" ox. BOLT EACH CLIP TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT IN 2" LONG SLOTTED HOLE IN HORIZONTAL LEG OF CLIP. PLACE TIGHT TO FACE OF MASONRY WALL AND FIELD WELD IN PLACE AS SHOWN TO COMPLETE. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 # 5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR MINIMUM SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 21'-4". — CONTINUOUS L4x43/8 BRICK RELIEVING ANGLE WITH L3x3x1/4 CLIP ANGLE ON BACKSIDE AT VERTICAL STRUT LOCATIONS. — CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1 1/2 DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. 1'-0" f 11/2" 41/2" L1/2" —11/2" -- --7 .— 12"x6"x1" BASF PLATE BOLTED /TO CAP PLATE BELOW WITH (4) 3/4" DIA. A325N BOLTS. 12"x6" THERMAL INSULATION STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. PLATE AND WASHERS. MAINTAIN 1" CLEAR ABOVE TOP OF ROOF DECK 12"x6"x1" CAP PLATE PROVIDE WELDED CLIP ANGLE CONNECTION EACH SIDE OF HSS TUBE POST BASE. BOLT TO BEAM WEB WITH TWO (2) 3/4" DIA. BOLTS EACH SIDE. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, TYPICAL AT 1/4 3 SIDES HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. TOP OF GYMNASIUM STEEL ELEV. = VARIES, SEE FRAMING PLAN OPEN WEB STEEL ROOF JOIST, REFER TO FRAMING PLANS FOR SIZE. REFER TO TYPICAL DETAIL 9/S4.OB FOR BOTTOM CHORD EXTENSION REQUIREMENTS. L4x4x1/4 AT EACH HSS HANGER LOCATION. WELD / TO UNDERSIDE OF JOIST BOTTOM CHORD. CONTINUOUS L4x4x5/16 LGMF SOFFIT SUPPORT ANGLES. COORDINATE LOCATION AND LENGTH WITH SOFFIT DIMENSIONS. HSS4x4x5/16 HANGING POST NOTED AS H-1 ON FRAMING PLAN BOLTED TO BOTTOM FLANGE OF BEAM ABOVE WITH (4) 3/4" DIA. BOLTS AND 1/2" THICK CONNECTION PLATE. 3 1/2 I I 1'-2" 44 I I I I 2-12 �TYP. 1 1/2" CLR. SECTION r4 1" = 1'_0" S4.8 3 SIDES 1 1/2" DEEP 18 GAGE: GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE'BA'. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. HORIZONTAL JOIST BRIDGING AT TOP AND BOTTOM CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. UVtIV VVtt5 J I ttL KUUr JUIJ I, KtrtK I U t-KAIVIIINO NLAIVJ FUK )ILL. KCrtK I U TYPICAL DETAIL 9/S4.OB FOR BOTTOM CHORD EXTENSION REQUIREMENTS. - CONTINUOUS L5x5x3/8 STEEL ANGLE. BOLT TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT AT48" o.c. WITHIN 2" LONG SLOTTED HOLES IN HORIZONTAL LEG OF ANGLE. PLACE TIGHT TO FACE OF MASONRY WALL AND FIELD WELD IN PLACE AS SHOWN TO COMPLETE. 12" REINFORCED EXTERIOR MASONRY PARTITION WALL. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" ON STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. 1 3x3x5/1 F VFRTICAI_ STRUT AT 4R" n_r_ PROVIDE 1 1/2" LONG VERTICAL SLOTTED HOLE AT TOP OF STRUT FOR CONNECTION TO BRICK RELIEVING ANGLE WITH 1/2" DIA. ERECTION BOLT. SET RELIEVING ANGLE LEVEL AND FIELD WELD IN PLACE AS SHOWN. TOP OF LOW ROOF STEEL FRAMING J� ELEV. = 17- 9 3/8" Y TOP OF LOW ROOF STEEL FRAMING ELEV. = 16- 4" �— 3/8" THICK STEEL ANGLE FIT TO BEAM WEB WITH 3" OUTSTANDING LEG AT VERTICAL STRUT LOCATIONS. CONNECT VERTICAL STRUT TO OUTSTANDING LEG WITH (2) 3/4" DIA. BOLTS. SECTION r, 1" = 1'-0" S4.8 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE'BA'. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. HORIZONTALJOIST BRIDGING AT TOP AND BOTTOM CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. 1-VI\UVI IVIVI l.I1V1\V L/\1 LIVJI VIV I\Ll..(V 11\LIVILIV IJ. L4x4x1/4 DIAGONAL BRACE AT EACH HANGER LOCATION NOTED AS "BR-2" ON "PARTIAL HIGH ROOF FRAMING PLAN - WEST." PROVIDE 1/4" THICK GUSSET PLATE CONNECTION TO POST HANGER AND WELD TO TOP CHORD OF OPEN WEB ROOF JOIST. HORIZONTAL FLAT C8x11.5 STEEL CHANNEL. COORDINATE CONNECTION TO FOLDING PARTITION WITH PRODUCT MANUFACTURER. STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 U o Z W W W H U E-, O Paz w�� w It � o O H � a a a r*41RARD AND OMPANY I—P STRUCTURAL T URAL ENGINEERS I 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. O O vi N N O N L. .Q E: z U N 0 A z d CONTINUOUS 1/4" STEEL PLATE, REFER TO TYPICAL DETAIL 3/S4.OB. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. TOP OF SECOND FLOOR STEEL FRAMING ELEV. = IT-5 1/2" PREFABRICATED BRICK LINTEL SYSTEM BY OTHERS, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. L3x3x5/16 VERTICAL STRUT AT 48" o.c. MAXIMUM. PROVIDE 2" LONG VERTICAL SLOTTED HOLE AT TOP OF STRUT FOR ADJUSTABILITY IN BOLTED CONNECTION TO CONTINUOUS SHELF ANGLE. TOP OF STEEL SHELF ANGLE ELEV. = 18'-0" TYP. 9 1/2" x6"x1/2" BEARING PLATE FOR L3 VERTICAL STRUT BOLTED TO TOP FLANGE OF BEAM WITH (4) 3/4" DIA. BOLTS CENTERED ON BEAM GAGE. I TOP OF LOW ROOF STEEL FRAMING ELEV. = 16-4" 1/4" FULL DEPTH WEB STIFFENER PLATE EACH SIDE —r'nr AAA\A!1-n AT%IrnTlCA ['TfII ITIII I`ATIIIAiC UrDCHIVIVVCDHI VCR1 CMLSIRVI LOCAIIVIVJ, REFER TO TYPICAL DETAIL 4/S4.OB. SECTION 3 1" = 1'-0" S4.9 BB i I I !� I HSS I I 11 113/128' I I I I HORIZONTAL STEEL CLERESTORY SUPPORT GIRT, REFER TO FRAMING PLANS FOR SIZE. I TOP OF HSS STEEL GIRT J. diELEV. = 18'-1" ' i I I I TOP OF LOW ROOF STEEL FRAMING �. ¢ ' ELEV. = 16-4" I I C. I 711 I �4 1/2—,� I SECTION 5 1" =1'-011 �-9 4141 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE. REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR FINISH REQUIREMENTS. TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" HSS8(V)x6x5/16 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) TIE SHOP WELDED TO STEEL COLUMN REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR FINISH REQUIREMENTS. PROVIDE FIELD BOLTED DOUBLE ANGLE CONNECTION TO STEEL BEAM. 29 27.5 1'-211 I I I I I I I I I I I 4 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 2" COMPOSITE STEEL nf:ry (6 1/2" TnTA1 TI-II('ICr\IFCC) PFI�IF(1Rrm \A/ITI4 6x6-W2.1xW2.1 WELDED WIRE FABRIC. 4 1/2" EOS x x A A _-, ------------------- I I I I I I I — — 1 I I I I I I III' STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. I I i SECTION 2 1" = 1'-0" S4.9 27.5 k HSS 1211 I I SECTION r4 1" =1'-0" S4.9 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. — STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. TOP OF HSS STEEL GIRT gk ELEV. = 18'-1" HORIZONTAL STEEL CLERESTORY SUPPORT GIRT, REFER TO FRAMING PLANS FOR SIZE. TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" HSS STEEL BEAM, REFER TO FRAMING PLAN FOR SIZE. - - --.- II I IY 1 1/211 HSS 5" EOD HSS I 12" I j I I I I HORIZONTAL STEEL CLERESTORY SUPPORT GIRT, REFER TO FRAMING PLANS FOR SIZE. TOP OF HSS STEEL GIRT OIL ELEV. = 18'-1" TOP OF LOW ROOF STEEL FRAMING ELEV. = 16-4" 34 I-Iss 101/2" 12° EOD I I SECTION 1 3'-0" L 111/2" " HORIZONTAL STEEL CLERESTORY SUPPORT GIRT, REFER TO FRAMING PLANS FOR SIZE. TOP OF STEEL GIRT OL ELEV. = 2T-2 1/2" TOP OF COLD FORMED STEEL TRUSS ELEV. = VARIES CONTINUOUS 3/8" THICK STEEL PLATE WELDED TO TOP FLANGE OF BEAM. REFER TO TYPICAL DETAIL 3/S4.OB. TOP OF LOW ROOF STEEL FRAMING OL ELEV. = 16'-4" BOTTOM OF COLD FORMED STEEL TRUSS ELEV. = 15'-4" STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 1 -11 EOD 1 I I I FuL I TOP OF STEEL GI ELEV. = 18' I i STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE I I I I 17/ Lz— I i i I I 1 I � I I I I I I ' I I I i I I I � I II I I ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING (AESS), REFER TO FRAMING PLAN FOR SIZE I � STEEL FRAMING, REFER TO I FRAMING PLAN FOR SIZE BOTTOM OF STEEL GIRT ELEV. = 10'-1 1/2" _ � J I' I 1 I. I �k RT -1" REVISIONS CONFORMED SET MARCH 22, 2019 S TA T E PRUJEC: IT NO. 132-0089 N PHASE 2 OF 5 IRARD AND OMPANY STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 Lrj�$7 m1 1~Fi�,1 1 i MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860j 563-6164 TITLE FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. SECTION r7 SECTION 6 S4.9 111 =1'-0" S4.9 11� = 1'-0" S4.9 13 4 1/2" 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO TYp- PROJECT SPECIFICATIONS FOR ATTACHMENTTO STRUCT 1/4 V � - URAL FRAMING. L4x3x3/8 CLIP ANGLE WITH 1/2" DIA. ERECTION BOLT AT _ _, STRUCTURAL FRAMING, REFER EACH HANGER LOCATION IN 1 1/2" LONG HORIZONTAL TO FRAMING PLAN FOR SIZE. SLOTTED HOLE. ALIGN HANGER AS NECESSARY FOR -if HUNG LINTEL BELOW AND FIELD WELD AS SHOWN. -- — - - T TOP OF LOW ROOF STEEL FRAMING t---------=------------ ELEV - 16' 4" N 1 1/4" EOD 1/4" STEEL PLATE HANGER AT 48" o.c. 00 MAX. PROVIDE 1 1/2" LONG VERTICAL SLOTTED HOLE AT BOTTOM !, - CONNECTION FOR FIELD ADJUSTMENT. CONTINUOUS GALVANIZED L5x5x5/16 HUNG LINTEL PROVIDE 13/16" DIA. HOLE AT 24" o.c. I MAX FOR CONNECTION TO CAST STONE PIECE. COORDINATE LOCATIONS WITH CAST J ZL STONE MANUFACTURER. — TOP OF STEEL ANGLE ELEV. = 13'-5 1/2" - -- TYP. 3/4" DIA. BOLTED CONNECTION INSERT BY CAST STONE MANUFACTURER. 3 1/4" THANGER SS 2'-01/2" 1' 1'-11" EDGE OF DECK N w Q "1 3/8" THICK STEEL ANGLE FIT TO BEAM WEB WITH 3" LONG OUTSTANDING LEG. CONNECT HANGER TO 1/4" CLIP ANGLE WITH 1/2" DIA. ERECTION BOLT. SET CAST STONE SUPPORT LINTEL LEVEL AND WELD IN PLACE AS SHOWN. STRUCTURAL FRAMING, REFER TO FRAMING PLAN FOR SIZE. - CONTINUOUS L6x4(v)x5/16 STEEL ANGLE AT BOTTOM FLANGE. N 1/4 2-12 -_- - - --I- I TOP OF MEDIA CENTER ROOF STEEL FRAMI ELEV. = VARIES, REFER TO FRAMING PLAN 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR A l l ACHIVIEINI IT I 0 S I RUC I URAL FRAIVIIII VG. — TOP OF LOW ROOF STEEL FRAMING ELEV. = 164" STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE AA Z.2 2'-6" EDGE OF DECK 7'-0" I 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL I ROOF DECK, TYPE'BA'. REFER TO PROJECT SPECIFICATIONS FOR I ATTACHMENT TO STRUCTURAL FRAMING. i-44 SECTION 2 1" =1'-0° S4.10 PREFABRICATED BRICK LINTEL SYSTEM BY OTHERS, REFER TO 8 1/2 VV ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. I BEAM 10'-0" 2'-0 ' T-1 1/2" T-1 1/2" EDGE OF DECK I- 1'-911 HSS 8 x 6 x 5/16 STEEL BENT, 1'-911 REFER TO FRAMING PLAN. 1'-4" PROVIDE 6" LONG STEEL SEAT 1'-4" CUT FROM WT4x12 SECTION. .. _.... .. - . _.... _.. __ .I. ...... 7-1 I I I i ---- - WP----WP .!---------- 1 HS66XbX5/1b 5 I i WP � �, �SS'L• / HSS 4 x 0.25 DIAGONAL BRACE, REFER TO FRAMING / PLAN FOR LOCATION. TYPICAL EACH SIDE. o I h Ln oXi N , 00 1 FRAMING NOTE: / ALL EXPOSED STEEL IN THE EAST LOBBY CANOPY SHALL EXPOSED STRUCTURAL STEEL (AESS). REFER TO ARCHITE % I AND PROJECT SPECIFICATIONS FOR FINISH REQUIREME I I IWP) / I I I I I I I I 00 �_ tWP WP `t OAS \\ WP I 1 \ I I I m o\ 1 to rs\ f ( IN \ I I I00 4RCHITECTURALLY \ 1 JRAL DRAWINGS 1 �\ I I I I I I I SECTION r4 3/4" =1'-0" S4.10 29 CANOPY 33 10" 6'-0" 6'-0" Y101) 1'-3" 114" CONTINUOUS FINISH STRIP EACH SIDE I 1 I HSS 6 x 4(V) x 3/8 RIDGE BEAM WITH CONTINUOUS 1/4" BENT 3" DEEP, 18 GAGE, GALVANIZED STEEL 1 2" S 511/Z" I I I I PLATE FOLLOWING ROOF SLOPES. ROOF DECK. REFER TO FRAMING PLAN. I PROVIDE CONTINUOUS RIDGE PLATE. REFER TO FRAMING PLAN. PROVIDE 1/4" THICK SEAL WELDED I 12 �� 12 CLOSURE PLATE, TYPICAL AT ALL , 4 ---14 I OPEN ENDS OF HSS BEAMS. I Wp /� �\ \ WP I �X51�6 / \ TOP OF STEEL WP H55 \ `\ /�6 WP y / / I \ ELEV. = 12--1 1/2" N � WP � � � \\. \ � � WP o+O I I WP I WP � I I 0 i i 3'-6 3/4" 3'-6 3/4 " I 1 T-11 1/2" 3'-11 1/2" \ I I IWP I ,�1 FIELD WELD AND GRIND SMOOTH ALL DIAGONAL HSS 1\ I WPI I SECTIONS TO STEEL COLUMNS AND BENTS, TYPICAL. I \ / ILn ^I HSS 2.375 x 0.25 DIAGONAL BRACE, REFER I 10 FRAMING NOTE: 01 1 TO FRAMING PLAN FOR LOCATION. I I x ALL EXPOSED STEEL 1N THE EAST LOBBY CANOPY SHALL BE ARCHITECTURALLY x I I I I EXPOSED STRUCTURAL STEEL (AESS). REFER TO ARCHITECTURAL DRAWINGS I I I 100 AND PROJECT SPECIFICATIONS FOR FINISH REQUIREMENTS. .61 1 I I 1= I =1 I I I I FIELD WELD AND GRIND SMOOTH I I I I S E C T ION r6 I I 1 ALL END CONNECTIONS TO COLUMNS AND BEAMS, TYPICAL. 1 1 �� S4.10 3/4�� = 1 -O REFER TC FOR MEN +6' CUT HSS BEAM END TO COLUMN RADIUS, SHOP WELD AND GRIND SMOOTH, TYPICAL. m PROVIDE 1/2" THICK COLUMN x Ln CAP PLATE, TYPICAL. N o6 CUT HSS DIAGONAL TO RADIUS AT JOINT, SHOP WELD, AND GRIND SMOOTH, TYPICAL. CANOPY DIAGONAL ASSEMBLIES CANOPY COLUMN ASSEMBLY EAST LOBBY CANOPY ASSEMBLY DETAIL NOT TO SCALE PROVIDE 1/4" SEAL WELDED CLOSURE PLATE, TYPICAL. - SHOP WELD AND GRIND SMOOTH S� ALL CONNECTIONS, TYPICAL. W CANOPY ROOF ASSEMBLY 3" DEEP, 18 GAGE, GALVANIZED STEEL ROOF DECK. REFER TO FRAMING PLAN. PROVIDE CONTINUOUS RIDGE PLATE. 20 GAGE CONTINUOUS LIGHT 3" GAGE BENT PLATE AT ROOF EDGE. 1 3" TYPICAL AT BOTH ENDS. NI w Q TOP OF STEEL ELEV. = 11'-3" 0 CONTINUOUS 1/4" STEEL BENT 4 PLATE. FIELD WELD TO TOP OF 9" HSS BENT, TYPICAL. N O 0 N 7 TOP OF MEDIA CENTER ROOF STEEL FRAMING ELEV. = VARIES, REFER TO FRAMING PLAN 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. STEEL JOIST FRAMING, REFER TO FRAMING PLAN FOR SIZE. ������ �����'��■ ME%- Imam■ ■I No TOP OF LOW ROOF STEEL FRAMING ELEV. = 16'-4" HORIZONTALJOIST BRIDGING AT TOP AND BOTTOM CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. TOP OF MEDIA CENTER ROOF STEEL FRAMING ELEV. = VARIES, REFER TO FRAMING PLAN BOLT BLOCKING TO BOTTOM FLANGE OF BEAM WITH 1/2" DIA. CARRIAGE BOLT AT 24" o.c. MAXIMUM FOR EXTENT OF WINDOW SYSTEM. COORDINATE WITH ARCHITECTURAL DRAWINGS. HORIZONTALJOIST BRIDGING ATTOP AND BOTTOM CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR A17ACHMENT TO STRUCTURAL FRAMING. STEEL JOIST FRAMING, REFER TO FRAMING PLAN FOR SIZE. L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, TYPICAL AT HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. 2'-6" EDGE OF DECK T HORIZONTAL JOIST BRIDGING AT TOP AND BOTTOM CHORD REFER Tn FPANAIr,IG' PI AmC F(1R I r1rAT1(11VC COORDINATE WITH JOIST MANUFACTURER. L1 1/2x1 1/2x1./4 DIAGONAL CROSS BRIDGING, TYPICAL AT HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. — STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. STEEL JOIST FRAMING, REFER TO FRAMING PLAN FOR SIZE. SECTI0IN 1 1" = 1'-0" S4.10 U11/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE'BA'. REFER TO PROJECT SPECIFICATIONS FOR 5 1/2" EOD--, ( ATTACHMENT TO STRUCTURAL FRAMING. CONTINUOUS NET UPLIFT JOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, TYPICAL AT HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. SECTION i 3 1" =1'-0" 54.10 • :::::':_:::C:iffi:.:E'SON an:!::::::::�Y.iCC.C: n■■■ cemom....i REVISIONS CONFORMED SET MARCH 22, 2019 5 T ATE PROEEC T NO. 132-0089 N PHASE 2 OF 5 I BARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860) 563 - 3820 CON I aNAL . 9o�FS �C� td SE�•G���� L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, TYPICAL AT HORIZONTAL BRIDING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. STEELJOIST FRAMING, REFER TO FRAMING PLAN FOR SIZE. HORIZONTAL JOIST BRIDGING AT TOP AND BOTTOM CHORD, REFER TO FRAMING PLANS FOR LOCATIONS. COORDINATE WITH JOIST MANUFACTURER. - STRUCTURAL FRAMING, REFER TO FRAMING PLAN FOR SIZE. HSS6x4(V)x3/8 HORIZONTAL CLERESTORY SUPPORT GIRT WITH CONTINUOUS L3x3x1/4 STEEL ANGLE WELDED TO FACE OF TUBE. L3x3x1/4 VERTICAL POST AT 48" ox. MAXIMUM SHOP WELDED TO TOP FLANGE OF STEEL BEAM AND UNDERSIDE OF HORIZONTAL STEEL GIRT. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 563-6164 TITLE FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects S E C T 10 N 5 DWG. NO. 1" = 1'-0" 54.10 S4*10 00 34 27.5 L -- V-2 33 12'-0" 291 2 1'-2" 12'-0" EAST LOBBY 6'-0" 1'-2" REVISIONS CONFORMED SET MARCH 22, 2019 1 1/. WID TO F STEE ROC FRA I I I I i I OVERFRAMED COLD FORMED STEEL ROOF TRUSSES I PROVIDE (2) 1/2" DIA. THREADED STUDS WELDED TO COLUMN CAP PLATE FOR ERECTION OF HSS BENT. FIELD WELD BENT SEAT TO COLUMN CAP PLATE WHEN IN PLACE, TYPICAL. N c-I TOP OF STEEL ELEV. = 27'-4" I! TOP OF STEEL GIRT / ELEV. = 26'-5 1/2" CONTINUOUS 1/2" THICK STEEL 1�\6" BENT PLATE WELDED TO END OF HSS BENT AT EACH LOCATION. PROVIDE 1/4" SEAL WELDED CLOSURE PLATE, TYPICAL. - HORIZONTAL STEEL CLERESTORY SUPPORT GIRT; REFER TO FRAMING PLANS FOR SIZE. TOP OF STEEL GIRT ELEV. = 23'-2 1/2" 1 1/2" DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, REFER TO FRAMING PLAN. COLD FORMED STEEL TRUSS FRAMING, REFER TO FRAMING PLANS AND TRUSS PROFILES. - TOP OF STEEL ELEV. = 16'-4" 3'-10" EDGE OF DE 'K 2'-10 1/2" HSS CINTIL. 10 1/2" EOD- 1/ L = l -U Xz" 6'-0" 1 I I 1 1/2" DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK. 3" DEEP, 18 GAGE, GALVANIZED ACOUSTICAL STEEL ROOF DECK, TYPE 'NA'. REFER TO FRAMING PLAN. PROVIDE CONTINUOUS RIDGE PLATE. HSS 8 x 6(V) x 3/8 RIDGE BEAM WITH CONTINUOUS 1/4" BENT PLATE FOLLOWING ROOF SLOPES. REFER TO FRAMING PLAN. REFER TO PLAN DETAIL H/S2.6 FOR TYPICAL CONCEALED CONNECTION OF HSS BEAM TO COLUMN. I 2'-0" i I i 12 4 CONTINUOUS L6x6x1/2 STEEL ANGIjE HSS 4x4x1/4 STEEL POST, REFER TO I I FRAMING PLAN FOR LOCATION. 12 I 4 10" CANTIL. &S WP - / / N5512k�DX�I / /� I ��klpks 6 N Ul Nrq- i �02c ULJ I � /-� r1 -- j 3'-7" 3'-7" \ \ 'N" I I , F Wp ,� 6' x1/4 SQUARE STEEL GUSSET Wp PLATE WITH 1/2" DIA. BOLT, TACK I I WELD IN PLACE. TYPICAL AT ROUND I I I BRACE ENDS U.N.O. COLUMN,STEEL OSDIAGONAL BRACE, COLUMN SCHEDULE FOR SIZE. TOFRAM FRAMING PLANFORLOCATION. I I I I I I HSS 3 x 0.25 DIAGONAL BRACE, REFER STEEL COLUMN, REFER TO TO FRAMING PLAN FOR LOCATION. i I I COLUMN SCHEDULE FOR SIZE. I I I I I I I i I i ( I I I I i I I FRAMING NOTE: ALL EXPOSED STEEL IN THE EAST LOBBY SPACE SHALL BE ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS). REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR FINISH REQUIREMENTS. OPEN TO EAST LOBBY HSS 8 x 4 x 5/16 TIE, SHOP WELD TO COLUMN AND GRIND SMOOTH. BOLT TO ADJACENT STEEL BEAM IN THE FIELD. STEEL FRAMING, REFER TO LOW ROOF AND SECOND FLOOR FRAMING PLAN - SOUTH FOR SIZE. HSS 8 x 4 x 5/16 TIE, SHOP WELD TO COLUMN AND GRIND SMOOTH. BOLTTO ADJACENT STEEL BEAM IN THE FIELD. — SECTION 1 3/4" = 1'-011 S4.11 I I I I I I I I I I I I I I I I � I I I Ell N TOP OF STEEL ELEV. = 32'-4" `— STEEL FRAMING, REFER TO HIGH ROOF FRAMING PLAN -SOUTH FOR SIZE. I TOP OF STEEL ELEV. = 30'-7" STATE PROJECT NO. �— COLD FORMED METAL FRAMING, 132-0089 N REFER TO PROJECT SPECIFICATIONS. PHASE 2 OF 5 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK, REFER TO FRAMING PLAN. f _ — — — — — — — — — — — I OP OF S I ECL I ELEV. = 27'-4" O CONTINUOUS L3x3x1/4 STEEL ANGI F AT DF(-K FD(;F, tt STEEL FRAMING, REFER TO HIGH ROOF FRAMING PLAN - SOUTH FOR SIZE. HSS 8 x 4 x 5/16 TIE, SHOP WELD TO COLUMN AND GRIND SMOOTH. BOLT TO ADJACENT STEEL BEAM IN THE FIELD. O STEEL FRAINAINIIG REFER Tr) Wl(--W Rr)nF FRAKMii\vG PLAN - SOUTH FOR SIZE. REFER TO PLAN DETAIL M--� G/S2.6 FOR TYPICAL CONCEALED CONNECTION ��JJ OF HSS BEAM TO COLUMN. �T■� w O �w00 L n O r^ V1 • W I� ` TOP OF STEEL OIL ELEV. = 13'-5 1/2" I I RARD AND OMPANY 1Ip STEEL FRAMING, REFER TO LOW ROOF AND SECOND STRUCTURAL ENGINEERS FLOOR FRAMING PLAN - SOUTH FOR SIZE. TOP OF STEEL ELEV. = 27'-2" 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 m a` `o ° vU. t5S1 i 8 Q: A1. 7si Pi E'1'2411f1 MOSER PILON NELSON ARCHITECTS NTAL STEEL CLERESTORY 30 JORDAN LANE WETHERSFIELD, CT. 06109 TGIRT, REFER TO (860) 5 6 3 - 6 1 6 4 G PLANS FOR SIZE. TITLE FRAMING SECTIONS DATE 11 /2/2018 TOP OF STEEL COPYRIGHT (c) ELEV. = 16'-4" Moser Pilon Nelson Architects DWG. NO. S4.11 ►„ CONTINUOUS BENT DECK FINISH STRIP BY DECK MANUFACTURER. rn1/4" THICK CONTINUOUS BENT STEEL PLATE, WELD TO TOP CHORD OF 311 ROOF JOIST AT EACH LOCATION. WELD ROOF DECK TO HORIZONTAL LEG. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. 5" DEEP JOIST SEAT SEE TYPICAL DETAIL TOP OF LOW ROOF STEEL FRAMING ELEV. = 16-4" N 0 BEAM END ELEVATION VARIES, SEE PLAN GiiGiGGGGGG■i'■■nii■i n � :::: �: no CONTINUOUS L4x4x1/4 STEEL ANGLE WELDED TO BEAM TOP F LANGC. VVELD DCh.K CDGE TV I VP ^vF HVRIZVIV IAL AIVGLE LEG. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB 38 ACOUSTICAL STEEL ROOF DECK, TYPE 'BA'. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. 9 1/2" 8 1/2" TYP. 9- I L-A' -HL_ 2" SECTION 3 1" =1,4, S4.12 CONTINUOUS BENT DECK FINISH STRIP BY DECK MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL FRAMING. TOP OF LOW ROOF STEEL FRAMING ELEV.=16'-4" STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. TYR CONTINUOUS NET UPLIFT JOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. - OPEN WEB STEEL JOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE. PROVIDE TOP CHORD EXTENSION (TCX) AS SHOWN. L5x5x3/8 CONTINUOUS DECK SUPPORT ANGLE. BOLT TO CONTINUOUS T AT 48" MAX AND FIELD 45 3'-0'1 ANGLE WITH 1/2 DIA. ERECTION BOL o.c. WELD IN PLACE AS SHOWN FOLLOWING ADJUSTMENT. 3 6114" 6" 1 CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1/4 2-12 _ L TOP OF STEEL FRAMING �--L ELEV. = 22'-2" ( Y `J TIRIt L4x4x3/8 CONTINUOUS ANGLE WELDED TO END OF TOP CHORD JOIST EXTENSION 00 Y I I AT EACH LOCATION. PROVIDE 2„ LONG SLOTTED HOLE IN HORIZONTAL LEG FOR m - ADJUSTMENT OF DECK SUPPORT ANGLE DURING ERECTION. rI L2x2x1/4 HANGER AT 48" o.c. MAXIMUM. CONNECT TO CONTINUOUS L3x3x1/4 HORIZONTAL CLERESTORY SUPPORT ANGLE WITH 1/2" DIA. 1 BOLT IN 1 1/2" LONG VERTICAL SLOTTED HOLE. SET ANGLE LEVEL WITH TOP OF SLOPED CLERESTORY AND WELD IN PLACE. I CONTINUOUS L4x4x1/4 CLERESTORY WINDOW SUPPORT. AA.2 BEAM AA 8 1/2" 11 1/2" 4" EOD--I_ I Lc -1 Mil rnn J 1�L CVV I "EXPANSION ANT I 1' 1 _ ' 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB 1 l ACOUSTICAL STEEL ROOF DECK, TYPE 'BA'. REFER TO PROJECT SPECIFICATIONS FOR 4 II I ATTACHMENT TO STRUCTURAL FRAMING. SECTION 4 I. = 1'-0" �.l BOLT BLOCKING TO BOTTOM FLANGE OF BEAM WITH 1/2" DIA. CARRIAGE BOLT AT 24" O.C. MAXIMUM FOR EXTENT OF WINDOW SYSTEM. COORDINATE WITH ARCHITECTURAL DRAWINGS. TOP OF STEEL FRAMING ELEV. = 17'-8 1/2" 3/4" DIA. BOLTED CONNECTION IN! BY CAST STONE MANUFACTURER. TOP OF STEEL FRAMING Illy ELEV. = 13'-7 1/4" STEEL FRAMING, REFER TO FRAMING PLANS FOR SIZE. 1 I I SS GIRT 211 HSS GIRT TOP OF STEEL FRAMING ELEV. = 17'-8 1/2" 3/4" DIA. BOLTED CONNECTION IN! BY CAST STONE MANUFACTURER. BOTTOM OF STEEL FRAMING ELEV. = 13'-7 1/4" I I I HSS IRTS 5„ I I 5/8" 5" 5" I 1. 1 X� I SECTION 2 1" = 1'-0" S4.12 V 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL 1 ROOF DECK, TYPE'BA'. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STRUCTURAL FRAMING. I 1 1 ;1 I I I , CONTINUOUS NET UPLIFT JOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. OPEN WEB STEELJOIST FRAMING, REFER TO FRAMING PLANS FOR SIZE. STRUCTURAL FRAMING, REFER TO FRAMING PLAN FOR SIZE. HSS6x4(V)x3/8 STEEL GIRT WITH L3x3x1/4 STEEL ANGLE, CONTINUOUS HSS 8(V) x 4 x 3/8 STEEL GIRT WITH CONTINUOUS C7x9.8 AND L3x3x1/4 ANGLE. PROVIDE 13/16" DIA. HOLE AT 24" o.c. MAX FOR CONNECTION TO CAST STONE PIECE. COORDINATE LOCATIONS WITH CAST STONE MANUFACTURER. PIECE SHALL BE HOT -DIP GALVANIZED FOLLOWING FABRICATION. �.� SECTION r6 1" =1'-0" S4.12 REVISIONS 4-`� CONFORMED SET 31-011 REINFORCED TOP CHORD JOIST EXTENSION, DESIGN MARCH 22, 2019 BY JOIST MANUFACTURER. REFER TO MEDIA 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL L5x5x3/8 CONTINUOUS DECK SUPPORT ANGLE. BOLT TO CONTINUOUS 3" 6�4 1 611 CENTER TOP CHORD JOIST EXTENSION LOADING STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS ANGLE WITH 1/2" DIA. ERECTION BOLT AT 48" o.c. MAX AND FIELD DIAGRAM" BELOW FOR APPLIED LOADS. FOR ATTACHMENT TO STRUCTURAL FRAMING. WELD IN PLACE AS SHOWN FOLLOWING ADJUSTMENT. 1/4 2-12 1 CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. t 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB T- -:-- I ArnI ICTIrALCTf=GI R(1f1G DEr'IC NDE'RA' PFFEP FTTT - TO PROJECT SPECIFICATIONS FOR ATTACHMENT ��' TO STRUCTURAL FRAMING. l 5" DEEP JOIST SEAT - SEE TYPICAL DETAIL — _ _ _ � -- - TOP OF STEEL FRAMING i . T�^H - - ELEV. = 22'-2„ Y- J. \ _ L4x4x3/8 CONTINUOUS ANGLE WELDED TO END OF TOP CHORD JOIST EXTENSION I _ 7i- AT EACH LOCATION. PROVIDE 2" LONG SLOTTED HOLE IN HORIZONTAL LEG FOR ADJUSTMENT OF DECK SUPPORT ANGLE DURING ERECTION CONTINUOUS NET UPLIFT JOIST BRIDGING BY \ JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. STRUCTURAL FRAMING, REFER TO FRAMING PLAN FOR SIZE. PROVIDE L2x2x1/4 OUTRIGGERS AT TOP AND BOTTOM OF BEAM AS SHOWN AT HANGER LOCATIONS. HSS6(V)x4x3/8 STEEL GIRT WITH L3x3x1/4 STEELANGLE, CONTINUOUS L2x2x1/4 HANGER AT 48" o.c. MAXIMUM. CONNECTTO CONTINUOUS L L3x3x1/4 HORIZONTAL CLERESTORY SUPPORT ANGLE WITH 1/2" DIA. - BOLT IN 1 1%Z" LUNG VEK'I K-AL SLU I I ED HULL. SET AIV(jLE LEVEL VVI I H y TOP OF SLOPED CLERESTORY AND WELD IN PLACE. i CONTINUOUS L4x4x1/4 CLERESTORY WINDOW SUPPORT. I II I I Lice Aii DTc IJJ 1II,. I ­11 rn II TOP OF STEEL FRAMING ELEV. = 17'-8 1/2" I DEAD LOf DEAD LO) ROOF LIV WIND LOAD = 650 PLF -� NOTE: LOADS PROVIDED ARE UNFACTORED AND USING THE APPROPRIATE GOVERNING LOAD COI THE BUILDING CODES REFERENCED IN THE DESI( MEDIA CENTER JOIST TOP CHORD EXTENSI( rL BOTTOM OF STEEL FRAMING ELEV. = 13'-7 1/4" HSS 8(V) x 4 x 3/8 STEEL GIRT WITH CONTINUOUS C7x9.8 AND L3x3x1/4 ANGLE. PROVIDE 13/16" DIA. HOLE AT 24" o.c. MAX FOR CONNECTION TO CAST STONE PIECE. COORDINATE LOCATIONS WITH CAST STONE MANUFACTURER. PIECE SHALL BE HOT -DIP GALVANIZED FOLLOWING FABRICATION. PREFABRICATED BRICK LINTEL SYSTEM BY OTHERS, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. 45 CONTINUOUS NET UPLIFT JOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. S 1 RUII, 1 URAL FRAIVII IVG, REFCR I V FRAIVII VG PLAN FOR SIZE. PROVIDE L2x2x1/4 OUTRIGGERS AT TOP AND BOTTOM OF BEAM AS SHOWN AT HANGER LOCATIONS. HSS6(V)x4x3/8 STEEL GIRT WITH L3x3x1/4 STEEL ANGLE, CONTINUOUS. HSS 8(V) x 4 x 3/8 STEEL GIRT, REFER TO FRAMING PLAN. SECTION 1 1" = 1'-0" S4.12 S T A T E PROJECT NO. 132-0089 N PHASE 2 OF 5 3'-011 REINFORCED TOP CHORD JOIST EXTENSION, DESIGN BY JOIST L5x5x3/8 CONTINUOUS DECK SUPPORT ANGLE. BOLT TO CONTINUOUS MANUFACTURER. REFER TO "MEDIA CENTER TOP CHORD JOIST ANGLE WITH 1/2" DIA. ERECTION BOLT AT 48" O.C. MAX AND FIELD 3 61 14" 611 EXTENSION l-OADING DIAGRAM" IN SECTION 1/S4.12 FOR APPLIED LOADS. WELD IN PLACE AS SHOWN FOLLOWING ADJUSTMENT. 1/4 2-12 CONTINUOUS BENT FINISH STRIP BY DECK MANUFACTURER. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK, TYPE 'BA'. REFER TO PROJECT SPECIFICATIONS FOR - -` ATTACH STRUCTURAL FRAMING. IRARD 5" DEEP JOIST SEAT . _ SEE TYPICAL DETAIL TOP OF STEEL FRAMING � _ _ -` '-� _. L AND A A o A R TV O _ ELEV. = 22'-2" ___ _ — - I ALP b _ - + _ —\� STRUCTURAL ENGINEERS --� 00- L4x4x3/8 CONTINUOUS ANGLE WELDED TO END OF TOP CHORD JOIST EXTENSION fi� 10 WATERCHASE DRIVE AT EACH LOCATION. PROVIDE 2" LONG SLOTTED HOLE IN HORIZONTAL LEG FOR ROCKY HILL. CT 06067 ADJUSTMENT OF DECK SUPPORT ANGLE DURING ERECTION. (860) 563-3820 n I CONTINUOUS L4x4x1/4 CLERESTORY WINDOW SUPPORT TOP OF STEEL FRAMING ELEV. = 17'-8 1/2" BOTTOM OF STEEL FRAMIN ELEV. = 13'-7 1/4" ■ I � t ■ I ■ j s:■ni H■■n Hong noun i:i. ■n. ■■n Boom ■ Ross :I : RUN ;:•: CONTINUOUS NET UPLIFTJOIST BRIDGING BY JOIST MANUFACTURER, REFER TO STRUCTURAL DRAWING S5.0 FOR LOADING INFORMATION. STRUCTURAL_ FRAMING, REFER TO FRAMING PLAN FOR SIZE. HSS6(V)x4x3/8 STEEL GIRT WITH L3x3x1/4 STEEL ANGLE, CONTINUOUS. FIELD WELD TO SEAT ANGLE AND STEEL COLUMN. HSS 8(V) x 4 x 3/8 STEEL GIRT, REFER TO FRAMING PLAN. FIELD WELD TO SEAT ANGLE AND STEEL COLUMN. SECTION r5 1" = 1'-0" S4.12 GONIb °°F'`°°i 6 A: o , .15911 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser on Nelson Architects DWG. NO. S4*12 REVISIONS CONFORMED SET MARCH 22, 2019 O.F. WALL TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" I C8x11.5 ROOF CANOPY SUPPORT BEAM WITH CONTINUOUS 1/4" BENT PLATE WELDED TO TOP OF CHANNEL. TYPICAL AT 2 LOCATIONS SHOWN. 1 1/2" DEEP 18 GAGE GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STRUCTURAL STEEL FRAMING. TYPICAL EDGE OF SLAB REINFORCING, REFER TO TYPICAL FRAMED SLAB DETAIL ON STRUCTURAL DRAWING S4.OB. 41/2" NORMAL WEIGHT CONCRETE SLAB OVER 2" COMPOSITE STEEL DECK (6 1/2" TOTAL THICKNESS) REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" 1'-2" L S T A T E PROJECT NO. 132-0089 N PHASE 2 OF 5 77 i I STRUCTURAL STEEL FRAMING REFER TO FRAMING PLANS FOR SIZE. I STRUCTURAL STEEL FRAMING, REFER PREFABRICATED BRICK LINTEL SYSTEM BY I STRUCTURAL STEEL FRAMING, REFER I TO FRAMING PLANS FOR SIZE. E..I C OTHERS, REFER TO ARCHITECTURAL TO FRAMING PLANS FOR SIZE. DRAWINGS AND PROJECT SPECIFICATIONS. I 11 1/2" 2'-0 1/2" 1'-2 1/2" EOD ro o� I 0 0� 77 1 11 _ q;-� L O SECTION r3 SECTION s SECTION 1" = 1'-0" S4.13 1" = 1'-0" 54.13 1" = 1'-0" S4.13 � rI 00 V-2" O.F. WALL TOP OF SECOND FLOOR STEEL FRAMING ELEV. = 13'-5 1/2" PREFABRICATED BRICK LINTEL SYSTEM BY OTHERS, REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. 7-10" 1'-2'I O.F. WALL IRARD AND %,,**0MPANY,1,1 STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 1 ..1......,r.,,,.. oo'°�F (i v iV NBC f O 1VlUjr.R PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 56 3- 6164 TITLE ALTERNATE NO. 1 - FRAMING SECTIONS SECTION r4 DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4.13 LOAD DESIGNATION BALANCED SNOW DRIFT SURCHARGE HEIGHT (Hb) SURCHARGE (Pb) HEIGHT (Hd) SURCHARGE (Pd) WIDTH (W) B1 1'-711 30.00 PSF B2 2'-711 63.93 PSF D1 1'-5" 25.40 PSF 2'-111 36.30 PSF 8'-2" D2 V-5" 25.40 PSF 3'-7" 63.93 PSF 14'-4" D3 V-5" 25.40 PSF 3'-311 58.21 PSF 13'-0" D4 1'-511 25.40 PSF 1'-7" 28.74 PSF 6-5" D5 1'-511 25.40 PSF T-8" 65.86 PSF 14'-911 D6 1'-511 25.40 PSF 3'-4" 58.84 PSF 13'-211 D7 1'-5" 25.40 PSF 21-011 35.24 PSF 7'-1111 D8 1'-51, 25.40 PSF 31-6" 63.22 PSF 14'-211 D9 V-3 1/2" 23.10 PSF 5'-1" 91.11 PSF 20'-4" D10 V-3 1/2" 23.10 PSF 3'-91, 66.46 PSF 14'-10" D11 V-3 1/2" 23.10 PSF 2'-9" 48.98 PSF 10'-111, D12 V-3 1/2" 23.10 PSF V-10 1/2" 33.35 PSF 7'-611 D13 V-3 1/2" 23.10 PSF V-5 1/2" 25.69 PSF 5'-911 D14 V-3 1/2" 23.10 PSF V-6 1/2" 27.58 PSF 6'-211 D15 V-3 1/2" 23.10 PSF 2'-611 45.16 PSF 10'-0" D16 V-3 1/2" 23.10 PSF V-7" 28.13 PSF 6'-3" D17 V-3 1/2" 23.10 PSF T-2" 57.00 PSF 12'-9" BALANCED SNOW LOAD = 180 SNOW DRIFT SURCHARGE LOADING SCHEDULE NOT TO SCALE 29'-1 1/2" 23'-4 1/2" 5'-911 ! 2 0 K 6 SP-1 LOADING DIAGRAM 3/161i = 1'-011 2 SCREEN WALL 38'-811 I � 10'-11/2" L---28'-61/2" 1 4'-11/2" 6'-011 i 1 DRIFT SN W BALANCED I SURCHA GE = 282 PLF SNOW LOAD = 165 PLF 6-1 1/2" I DRIFT SNO SURCHARG = 268 PLF 22'-511 DRIFTSNOW J SURCHARGE = 293 PLF DEAD LOAD = 190 PLF 7 A I u n r- CD-1 i nAninir- niAr-RANA �-7� L `t L I I V V jr--.L LV/"►VIIVV VI/"�V1�!'\IVI 3/1611 = 11-01' S5.0 1 3'-11" I SNOWDRIFT BALANCED SURC ARGE= SNOW LOAD = 170 PLF 14'-10" 35'-31' DRIFT SNOW CI IRC HARC;F I 1 I BALANCED SNOW LOAD = 165 PLF DEAD LOAD = 181 PLF SCREEN WALL X J -J I I I SNOW DRIFT SURCHARGE = 277 PLF = 454 PLF I SNOW DRIFT SURCHARGE = 226 PLF DEAD LOAD = 183 PLF 2 4 L H 0 5 SP-1 LOADING DIAGRAM 8 3/1611 = 11-011 S5.0 T X 35'-311 T-11" 31'-411 SNOW DRIFT 1 I SURCHARGE = 278 PLF I BALANCED SNOW LOAD = 170 PLF DEAD LOAD = 183 PLF 2 4 L H 0 5 SP-2 LOADING DIAGRAM 9 3/1611 = 11-011 55.0 31'-8" 1 20'-911 BALANCED 1 - SNOW LOAD = 150 PLF i 2 0 L H 0 5 SP-1 L ADING DIAGRAM 3/1611 = 11-011 I 10'-11" L = SNOW DRIFT SURCHARGE 361 PLF DEAD LOAD = 164 PLF 10 S5.0 ® El= HIGH ROOF SNOW LOAD DIAGRAM NOT TO SCALE 61 D9 D10 I llllllllll� In I D12 I i O I �_i - - - - - l�J I D17 D13 OB1 h. - rfftl}llllll171I1 �tlltttul}t[tl I I - F- L ( Ii J-' T -- J D16 � L I D13 � 1 3 L - 61 Bl 61 LOW ROOF SNOW LOAD DIAGRAM NOT TO SCALE (3) ROWS OF CONTINUOUS HORIZONTAL TOP CHORD JOIST BRIDGING SIZE BY JOIST MANUFACTURER, EQUALLY SPACED. I Top of Gym Low Steel ELEV. = 25' - 7" ZONE <10 SF <50 SF >100 SF 1 (-1 19-n PSF (-1 17.5 PSF W 167 PSF 2 (-) 37.3 PSF (-) 26.1 PSF (-) 21.3 PSF 3 (-) 60.0 PSF (-) 48.2 PSF (-) 21.3 PSF 4 (-) 35.0 PSF (-) 27.7 PSF (-) 23.6 PSF 5 (-) 16.7 PSF (-) 15.2 PSF (-) 14.5 PSF 6 (-) 46.3 PSF (-) 46.3 PSF (-) 46.3 PSF NOTES: 1. WIND NET UPLIFT DESIGN VALUES HAVE BEEN CALCULATED USING THE GOVERNING ALLOWABLE STRESS DESIGN LOAD COMBINATION Of= 0.6D+0.! (DEAD LOAD USED FOR UPLIFT CALCULATION WAS 13.0 PSF). HIGH ROOF NET UPLIFT LOAD DIAGRAM NOT TO SCALE WE FM 11,� , 1P _ 10,, 3'-10" 10" T-10" ZONE <10 SF <50 SF >100 SF ZONE <10 SF <50 SF >1.00 SF 1 (-) 16.6 PSF (-) 15.2 PSF (-) 14.6 PSF 8 (-) 49.7 PSF (-) 35.3 PSF (-) 2.9.0 PSF 2 (-) 33.2 PSF (-) 23.0 PSF (-) 18.7 PSF 9 (-) 41.5 PSF (-) 41.5 PSF (-) 4.1.5 PSF 3 (-) 53.9 PSF (-) 29.5 PSF (-) 18.7 PSF 10 (-) 41.5 PSF (-) 41.5 PSF (-) 4.1.5 PSF 4 (-) 18.7 PSF (-) 18.7 PSF (-) 18.7 PSF 11 (-) 31.1 PSF (-) 24.5 PSF (-) 2.0.1 PSF 5 (-) 22.9 PSF (-) 21.2 PSF (-) 20.8 PSF 12 (-) 41.5 PSF (-) 41.5 PSF (-) 4.1.5 PSF 6 (-) 33.2 PSF (-j 24.7 PSF (-) 20.8 PSF 13 (-) 31.1 PSF (-) 24.5 PSF (-) 2.0.1 PSF 7 (-) 29.0 PSF (-j 27.6 PSF (-) 27.0 PSF 14 (-) 14.6 PSF (-) 13.1 PSF (-) 1.2.5 PSF NOTES: 1. WIND NET UPLIFT DESIGN VALUES HAVE BEEN CALCULATED USING THE GOVERNING ALLOWABLE STRESS DESIGN LOAD COMBINATION OF 0.6D+0.6W (DEAD LOAD USED FOR UPLIFT CALCULATION WAS 13.0 PSF). 2. REFERENCE PROJECT SPECIFICA T !ON SECTION 05 30 00 - 11S T EEL DECK" FOR FASTENING OF STEEL ROOF DECK TO STRUCTURAL STEEL AND COLD FORMED METAL FRAMING FOR ALL WIND UPLIFT ZONES A'S NOTED IN CHART ABOVE AND DESIGNATED ON NET UPLIFT LOADING DIAGRAMS. 1 I� �6 9 2 n O,-4„ 4" --in 6 41' 0 d N s d m 9 O 9 6'-9"� 10 10 LOW ROOF NET UPLIFT LOAD DIAGRAM NOT TO SCALE 53'-6" 10'-9" 10'-7 1/2" 10'-911 EQ I EQ I EQ I I I I 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK I I , I I I I I I ' I � I j � I ' I ' I , I I BOTTOM CHORD EXTENSION AT COLUMN LOCATIONS ONLY. (4) 18" DIA. ROUND DUCTS THROUGH ROOF JOISTS. (3) ROWS OF CONTINUOUS BOTTOM CHORD JOIST JOIST MANUFACTURER SHALL COORDINATE JOIST BRIDGING SIZE BY JOIST MANUFACTURER, ALIGN STEEL COLUMN, REFER TO DESIGN WITH MECHANICAL SYSTEMS. WITH CONTINUOUS TOP CHORD BRIDGING. SCHEDULE FOR SIZE. NOTE: REFER TO FULL SET OF CONTRACT DOCUMENTS FOR FULL EXTENT OF EQUIPMENT AND SYSTEMS TO BE HUNG FROM ROOF JOISTS INCLUDING BUT NOT LIMITED TO LIGHTING, HVAC SYSTEMS, CURTAINS, AND ATHLETIC EQUIPMENT. LOCATIONS, ATTACHMENTS, AND UNIT WEIGHTS SHALL BE COORDINATED WITH THE EQUIPMENT PURCHASED BY THE CONTRACTOR. TYPICAL GYMNASIUM ROOF JOIST ELEVATION r5 3/811= 11-011 55.0 O m 17'-3" 7 T-10" 6' 4" 64" 12 14 -(2� 14 5 ti 12 14 _ o ko �l2 6" IL 9^ AI4 121-6 JIL 13 12 13 10�f �f�f 10 �. m y0 3 10'-7 1/2" 10'-9" � I EQ I I I , I I , I I , ' I I I , , UPLIFT JOIST BRIDGING LOCATED AT FIRST BOTTOM PANEL. POINT, EACH END. STEEL COLUMN, REFER TO SCHEDULE FOR SIZE. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 O �+ CA o � � w W U � w�A I�WZ ► I O O H � a I BARD AND `EOM PANY LP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 `\t�gfih:flff; ,o�.. OF C O NIV Ro�ba am�� J '✓ �C� `moo 0� MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 I TITLE ROOF LOADING INFORMATION DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S5*0 i C O L U M N S C H E D U L E REVISIONS CONFORMED SET MARCH 22, 2019 51-0" z o= JO Z w U Z 0 H wa x 1" ill -1 nil - 1 " _I nil _I n" n" 1 " 1" 1" n" -1 ---1 1" 1" -1 0" �1 -211 7 -211 �-'1 Z ~ (Z-7 z 0"--1 0" 0" -I -211 -I _211-1 TOP OF HIGH ROOF STEEL w 3 TOP OF HIGH ROOF STEEL 27' - 4" I MC© MC© MC© MCQA I MC© I MC© MC© I MC© MC© Q O I McQA I mc( 27 - 4 I z F N I I I I I I I I I I I I I I 1 a ro00 m I N mI I I Ln (»I ( x 01 ;'I 01 �I I �1 I I w1 >'I �I �I I _ 2' - 10 1/2" I 0" -1' - 0" 1 I - 2' - 10 1/2" I 2' - - 9 1/2" 2' - 10 1/2" 2' - 10 1/2" ( un m I I 2 - 9 - " - 1/2 2 9 1/2 - 0 1 " - - 0 1 - 0 TOP OF LOW ROOF STEEL I I I I 1 _ I I TOP OF LOW ROOF STEEL 16' - 4" MC© DP MC© DP MC© MC© DP MC© MC© MC© DP MC© DP MC© DP MC© - 4"TW18 I I MCQ I I I I MCQ MCQ16' I I I I i 1 W18 I' MC© W10 w18 �W18 I MC© I MC© 1 I I I m m N rl rl I I Q I 1 m I I00 I m m x Oo in 0 Ln m co m x co m x m I I m I I l m x + x x Ln 0 Ln 0 Ln 0 Ln 0 � X � X m X LSO X X X x 00 X co LLo X LLo x I X I LLD X X 1 I LSD X l�0 X X lfl O x �' w O x �' W x Lo LD x l I x I co co 00 N x l; V) N X V) 0000 I 000 0>0 I I 00 0000 00 x 00 x 00 00 00 I I 00 I I 00 0000 I 000 00 00 x Lfl 0 1 Q 0 c i Q W X LO X 00 co I o0 1 X co X 00 X 00 O W �-, Q O; W I Q > I > > I > > n n I > I > I > n n n n n I I n n n n. in _ TOP OF SLAB ON I I I I I I I TOP OF SLAB ON GRADE - NORTH I I I I GRADE - NORTH 0' - 0" I 0' - 0" -10" -10" -10" -10, -10" -10" -10" -10" -1011 -1011 -1011 -1011 -1wi -1011 -1011 -1011 -1011 -10" -10" -10" -10" -1011 -2'- 1" -10" -10" -10" -10" -10" -10" PLAN DETAIL L/S5.3 L/S5.3 L/S5.3 N/A L/S5.3 L/S5.3 L/S5.3 F/S5.4 B/S5.4 L/S5.3 L/S5.3 L/S5.3 L/S5.3 L/S5.3 N/A L/S5.3 L/S5.3 L/S5.3 F/S5.3 R/S5.3 R/S5.3 B/S5.3 F/S5.3 G/S5.3 N/A N/A N/A B/S5.3 J/S5.5 K/S5.5 D/S5.3 B/S5.4 J/S5.5 K/S5.5 PLAN DETAIL BASEPLATE SIZE 1611 x 16" x 1" 16" x 1611 x 1" 16" x 16" x 1" N/A 16" x 16" x 1" 16" x 16" x 3/4" 16" x 16" x 3/4" 16" x 16" x 3/4" 16" x 16" x 3/4" 16" x 16" x 1" 16" x 16" x 1" 16" x 16" x 1" 16" x 16" x 1" 16" x 16" x 1" N/A 16" x 16" x 1" 16" x 16" x 111 16" x 16" x 3/4" 14" x 14" x 3/411 16" x 16" x 3/4" 16" x 16" x 3/4" 1611 x 16" x 1" 14" x 14" x 1" 16" x 14" x 1" N/A N/A N/A 16" x 16" x 3/4" 16" x 16" x 3/4" 16" x 16" x 3/4" 16" x 16" x 3/4" 16" x 16" x 3/4" 16" x 16" x 3/4" 16" x 16" x 3/4" BASEPLATE SIZE GRID REFERENCE KK-8 KK-9 KK-10 KK-11 KK-14 KK-19 KK-22 LL-41 LL-46 MM-6 MM-7 MM-8 MM-9 MM-10 MM-11 MM-14 MM-19 MM-22 MM.1-27.5 NN-29 NN-33 PP-1 PP-2 PP-4 PP-5 QQ-24 QQ-27.5 RR-24 RR-27.5 RR-34 RR-4.1 I RR-46 I SS-29 I SS-33 II GRID REFERENCE z �Z� Z Q z - 0 0Uz O u 0 w Z Z J nil nil nil Oil nil nil 011.11Z7 Z N Oil W TOP OF HIGH ROOF STEEL w - -- o TOP OF HIGH ROOF STEEL 27wI- 4 II MC (DI MC QA I MC(�A MC QA I MC QA MC QA U Z a N 1 �- wlz I J Z t�/I w 27' - 411 I I LL I I I ww� a�o� Quo I I I I I I I I I I I I I ( I I I I I I -2'- 9 1/2" -2'- 10 1/2" I TOP OF LOW ROOF STEEL I I I I TOP OF LOW ROOF STEEL 161 - 411 DP MC© I MC© ( MC© DP MC© I DP MC© DP MC© I 16' - 4" Mc© MC( I I Mc© I I I I I I r- mo � mo I I I I m Ln m I I I x x LnI I x 0 L0 �I LD 1 �I (,0 1 L0 U-) m I LD LD LnV)Ln () 00 U')<n 001 1 I x x I I x I I x x I I x x 1P w 00 Q CD w 00 Q CO 00 �I 1 00 �I 1 1 N W 00 a N W 00 a n n Ln in _ _ TOP� OF SLAB ON I I SLAB ON TOP OF 11I i RADE NORTTH OIO„ OI_011 111/2" 111/2" 111/2" 111/2" -10" -10" -10" -1011 -10" -10" -10" -1011 -10" -10" PLAN DETAIL N/S5.3 B/S5.3 B/S5.3 B/S5.3 B/S5.3 B/S5.3 C/S5.3 T/S5.4 T/S5.4 A/S5.3 E/S5.3 J/S5.3 T/S5.4 T/S5.4 PLAN DETAIL BASEPLATE SIZE II " " 16 x16 x1 it it " 16 x16 x1 " " „ 16 x16 x1 " " " 16 x16 x1 " " " 16 x16 x1 " " " 16 x16 x1 " " " 16 x16 x1 14" x 14" x 3/4" 14" x 14" x 3/4" " " it 14 x14 x3/4 it 11 11 17 x14 x1 14" x 14" x 3/4" 14" x 14" x 3/4" 14" x 14" x 3/4" BASEPLATE SIZE GRID REFERENCE TT-6 TT-7 TT-8 TT-9 TT-10 TT-14 TT-19 TT.6-29 TT.6-33 UU-1 UU-2 UU-3 VV-29 VV-33 GRID REFERENCE BASE PLAT COLUMN FOR SIZE. ANCHOR E COLUMN � AND PLAN SIZE AND EIVIUL.UIVILIV I. 0 0 in N N 1` 0 N a> E z U m .o a z IL HSS GRAVITY COLUMNS 1 SIDES BASE PLATE, REFER TC SCHEDULE FOR SIZE. ANCHOR BOLTS, REFE COLUMN SCHEDULE I` AND PLAN DETAILS FC SIZE AND EMBEDMEN I. HSS FRAME COLUMNS 1/4 V BASE PLATE, REFER TO COLUMN SCHEDULE FOR SIZE. i SIDES 1/4 Oio� - �t ANCHOR BOLTS, REFER TO COLUMN SCHEDULE NOTES AND PLAN DETAILS FOR SIZE AND EMBEDMENT. PLATE WASHER WELDED TO BASE PLATE. COORDINATE WASHER SIZE WITH TABLE 14-2 IN AISC 360-10. TYPICAL COLUMN BASEPLATE DETAILING F- MOMENT CONNECTION TYPE DESIGNATION, REFER TO LATERAL FRAME Tnp nF mi I IInnN F1 EVATInni rl- IATi^\ An, 1'\ 1'\rTAll C -A,A flhlrr Cr n Cr 9 AKin Cr CLCVHI IUIVJ J-11NU UCIfiILJ UN URHVVIfVUJ JO.U, 30.1, /AINU MEASURED FROM REFERENCE LEVEL 1 REFERENCE ELEVATION AT TOP OF COLUMN CAP PLATE Reference Level _ N ELEV. = See Schedule () DP MC 0AA COLUMN CAP PLATE COLUMN WEB DOUBLE PLATE IF LU REQUIRED, REFER TO LATERAL FRAME I" ELEVATIONS FOR DESIGN LOADS. "' STEEL COLUMN, SEE z SCHEDULE FOR SIZE COLUMN SIZE, SEE SCHEDULE ---Z ill Reference Level _ (+) ELEV. = See Schedule (_) BOTTOM OF BASEPLATE ELEVATION MEASURED FROM TOP OF 1ST FLOOR SLAB COLUMN SCHEDULE LEGEND NOT TO SCALE 211 ,_ EQ I_ EQ 211 REFERENCE ELEVATION AT BOTTOM OF COLUMN BASE PLATE COLUMN BASE PLATE SET ON NON - SHRINK GROUT, SEE SCHEDULE FOR SIZE CONCRETE PIER OR FOOTING 2" , EQ I EQ , 2" I ' I BASE PLATE, REFER TO COLUMN 3/16 „ 4 SIDES 1 SCHEDULE FOR SIZE. i I 1 I 1/4 LU r- t (D - 0 w I �t p PLATE WASHER WELDED TO BASE ANCHOR BOLTS, REFER TO COLUMN SCHEDULE NOTES i I PLATE. COORDINATE WASHER SIZE AND PLAN DETAILS FOR WIDTH (B) 1/4 WITH TABLE 14-2 IN AISC 360-10. SIZE AND EMBEDMENT. WIDE FLANGE FRAME COLUMNS I I I l I I I t - WIDTH (B) WIDE FLANGE GRAVITY COLUMNS NOT TO SCALE NOTES: 1. ANCHOR BOLT LOCATIONS SHALL FOLLOW "TYPICAL COLUMN BASEPLATE DETAILING" UNLESS INDICATED OTHERWISE ON COLUMN BASEPLATE PLAN DETAILS ON DRAWINGS S5.3, S5.4, AND S5.5. REFER TO COLUMN SCHEDULE ON DRAWINGS S5.1 AND S5.2 FOR PLAN DETAIL DESIGNATIONS. Z z W J COLUMN SCHEDULE NOTES 1. STRUCTURAL STEEL WIDE FLANGE (WF) COLUMNS TO BE. ASTM A-992, Fy=50.0 ksi SQUARE AND RECTANGULAR STRUCTURAL HSS TUBING TO BE ASTM A-500, GRADE 'B' STEEL, Fy=46.0 ksi ROUND STRUCTURAL HSS TUBING TO BE ASTM A-500, G13ADE'B' STEEL, Fv=42.0 ksi 2. COLUMN BASES TO BE SET ON LEVELING NUTS AND WASHERS UNLESS NOTED OTHERWISE. 3. ANCHOR RODS TO BE MANUFACTURED FROM ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE IN PLAN DETAILS. ANCHOR ROD SIZES SHALL BE PROVIDED AS FOLLOWS UNLESS PLAN DETAILS INDICATE OTHERWISE. WF (4) - 1"4 x V-4" LONG HEADED ANCHOR ROD HSS (4) - 3/4"4 x 1'4" LONG HEADED ANCHOR ROD 4. COLUMN BASES TO BE DRY PACKED SOLID UNDER BASE PLATES WITH 2" MINIMUM S,000 psi NON -SHRINK GROUT AFTER STEEL HAS BEEN PLUMBED AND LEVELED. 5. ERECTION TOLERANCES OF ALL COLUMNS AND FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH ALLAISC STANDARDS AND PROJECT SPECIFICATIONS. 6. TOP OF COLUMN ELEVATIONS GIVEN ARE TO TOP OF CAP OR COLUMN AT CENTERLINES RELATIVE (+/-) TO THE LEVEL REFERENCED IN THE SCHEDULE. 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY LATERAL SUPPORTTO THE STEEL FRAMING DURING CONSTRUCTION. THE TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL ALL COLUMN SPLICES, FRAME MOMENT CONNECTIONS, AND STEEL DECK HAVE BEEN COMPLETELY INSTALLED AND ACCEPTED. 8. STEEL FABRICATOR TO PROVIDE MASONRY TIE ANCHORS WELDED TO ALL COLUMN FACES WHERE MASONRY IS ADJACENT TO OR BI Tfr A/�n lnl l"lll l In Anl rn/"rr nrrrn rfN nnll llTr/ l innl f1nnIAIIKI/ C rCIn LO' ATlllhlr U I I J MUMINJ 1 1-ULUIVIIN F/-1l.CJ. RCrCR 1 U HRL-171 I CL.1 URHL URAVVINGS FOR OCAI IUIVJ. 9. PROVIDE 3/8" THICK SEAL WELDED CLOSURE PLATE ON TOP OF ALL HSS COLUMNS TYPICAL U.N.O. 10. ALL COLUMN ENDS AT CAP AND BASE PLATES, AND COLUMN SPLICES, TO BE MILLED ENDS TYPICAL. NO EXCEPTIONS. BASE PLATE, REFER TO 211 EQ EQ 211 COLUMN SCHEDULE FOR SIZE. I i 1/4 w I I I I I I 0- LU I I --- I ----- --- --A N I ANCHOR BOLTS, REFER TO COLUMN SCHEDULE NOTES AND PLAN DETAILS FOR WIDTH (B) SIZE AND EMBEDMENT. WIDE FLANGE GRAVITY COLUMNS 4 m i 0 1 AII E PROJEC 1 IVO. 132-0089 N PHASE 2 OF 5 I RARD AND OMPANYLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 563-6164 TITLE COLUMN SCHEDULE DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S5*2 r- NOTE: REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" REINFORCED CONCRETE WALL, REFER TO FOR ADDITIONAL INFORMATION. REFER TO LATERAL FOUNDATION SECTIONS FOR REINFORCING. NOTE: FRAME ELEVATIONS AND FRAMING PLANS FOR �. 10" 10" 4 REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" MOMENT FRAME LOCATIONS. COLUMN POCKET �D 0 T.W. = 0'- 0" (`I T.W. = 0'- 0" FOR ADDITIONAL INFORMATION. REFER TO LATERAL 1'-211 1011 T c - _n, _ QII FRAME ELEVATIONS AND FRAMING PLANS FOR = V v MOMENT FRAME LOCATIONS. 211 611 611 �- 211 I COLUMN POCKET I � I N = . If __L_—I 0-- — I I STEEL COLUMN, REFER TO COLUMN SCHEDULE - 1O I I I FOR SIZE AND FRAMING PLANS FOR ORIENTATION. ' - --- - - --� --- r N ANCHOR BOLTS WITH FIELD WELDED PLATE T.P. - SEE FOUNDATION PLAN WASHERS AT MOMENT FRAME LOCATIONS, TYPICAL WALL CORNER REINFORCING, REFER TO COLUMN SCHEDULE NOTES FOR SIZE. REFER TO TYPICAL DETAILS. REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR SIZE AND T.S. PIER SCHEDULE FOR REINFORCING. 0' -8" T.W. ==O'-0" PLAN DETAIL D 4" 1011 UU 1'-211 2 -$11 PLAN DETAIL rcN L 81/211 51/211 21-411 411 I ANCHOR BOLTS WITH FIELD WELDED PLATE T.S. = 0'- 0" T.P. = SEE FOUNDATION PLAN T.S. = -0'- 8" T.W.=0'-0" CD STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES FOR SIZE. REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. NOTE: NOTE: REVISIONS REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" REINFORCED CONCRETE WALL, REFER TO REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" UU CONFORMED SET FOR ADDITIONAL INFORMATION. REFER TO LATERAL 1011 10" FOUNDATION SECTIONS FOR REINFORCING. FOR ADDITIONAL INFORMATION. REFER TO LATERAL MARCH 22, 2019 FRAME ELEVATIONS AND FRAMING PLANS FOR P N F R 11 1/2" V-2" MOMENT FRAME LOCATIONS. COLUMN POCKET 01 — N CV i - 0 T.W.=0,-011 iv ---- N, rl r�l l�%J l✓J FRAME ELEVATIONS AND FRAMING LA S 0 r— T_W _0 _81 MOMENT FRAME LOCATIONS. 2"I 6 1/2„ 1 1 4„ �— STEEL COLUMN, REFER TO COLUMN 1 1/2" i SCHEDULE FOR SIZE AND FRAMING T.S. _ -4' - 8" 1 I PLANS FOR ORIENTATION. I i Ln Lr) I 1 I I �� • _ i I _ T.W. = 0' 01, 1 I 1 Ln _ STEEL COLUMN, REFER TO COLUMN SCHEDULE N -' FOR SIZE AND FRAMING PLANS FOR ORIENTATION. REINFORCED CONCRETE PIER, REFER TO FOUNDATION I I I PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS AT MOMENT FRAME LOCATIONS, ANCHOR BOLTS WITH FIELD WELDED PLATE T.P. = SEE FOUNDATION PLAN T.P. -1'- 0" REFER TO COLUMN SCHEDULE NOTES FOR SIZE. WASHERS AT MOMENT FRAME LOCATIONS, STATE PROJECT NO. REINFORCED CONCRETE PIER, REFER REFER TO COLUMN SCHEDULE NOTES FOR SIZE. T.S. = 4- 8" 132-0089 N TO FOUNDATION PLAN FOR SIZE AND REINFORCED CONCRETE WALL, PHASE 2 OF 5 PIER SCHEDULE FOR REINFORCING. COLUMN POCKET • REFER TO FOUNDATION P L A N D E T A I L B T.W.=O'-0" SECTIONS FOR REINFORCING. 1" = 1'-0" S5.3 81/2" PLAN DETAIL tA 1" =1'-011 S5.3 UU WASHERS AT MOMENT FRAME LOCATIONS, T.S. = 4' 0" REINFORCED CONCRETE WALL, o `" -- ---- -- - NOTE: 8 1/2" 5 1/2" �^ REFER TO COLUMN SCHEDULE NOTES FOR SIZE. REFER TO FOUNDATION SECTIONS 10" T 10" �n I I REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" v1 REINFORCED CONCRETE PIER, REFER TO • REINFORCED CONCRETE WALL, FOR REINFORCING. STEEL COLUMN, REFER TO COLUMN _ _ _If I I _ _ _ FOR ADDITIONAL INFORMATION. REFER TO LATERAL FOUNDATION PLAN FOR SIZE AND PIER T.P. -1' -0" REFER TO FOUNDATION 2" 6" 6" 2" SCHEDULE FOR SIZE AND FRAMING = i FRAME ELEVATIONS AND FRAMING PLANS FOR SCHEDULE FOR REINFORCING. SECTIONS FOR REINFORCING. T.S. 0'- PLANS FOR ORIENTATION. _ Ln I MOMENT FRAME LOCATIONS. I o N -- ---- --- T.W. 0'- REINFORCED CONCRETE WALL, O W COLUMN POCKET I STEEL COLUMN, REFER TO COLUMN SCHEDULE T.W. = o' 8" I I I I FOR SIZE AND FRAMING PLANS FOR ORIENTATION. 11 1/2" 8 1/211 REFER N FOUNDATION SECTIONS FOR REINFORCING. _ _ _ • REINFORCED CONCRETE PIER, REFER TO FOUNDATION „ •E11111111111111 j T.W. _ -3' - 0" — — — F 2 5 S 2 `O r' N I o r, PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. — N T.P. = SEE FOUNDATION PLAN COLUMN POCKET �0 1 1 -- — -- ----- - "' 3 ( P L A N D E T A I L W NOTE: 1011 1011 REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" FOR ADDITIONAL INFORMATION. REFER TO LATERAL 211 511 511 211 FRAME ELEVATIONS AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. 1 i I ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES FOR SIZE. I I IU16 S5.3 --- --- - --_ � T.P. -1' - 011 °1 T.S. _ -0'- 8" I I COLUMN POCKET NOTE: ANCHOR BOLTS WITH FIELD WELDED PLATE I I 10" 10" WASHERS AT MOMENT FRAME LOCATIONS , I • • ANCHOR BOLTS WITH FIELD WELDED PLATE REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" ' 2"I 5" 5" 1211 NOTE: FOR ADDITIONAL INFORMATION. REFER TO LATERAL REFER TO COLUMN SCHEDULE NOTES FOR SIZE. T.S. _ -T- 4' I WASHERS AT MOMENT FRAME LOCATIONS, _ -_ ELEVATIONS _ _ _ __ FRAMING _ _ _ _ PLANS _ _ _ _ _ ,,2 5 L 5 �2 REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" FRAME ELEVATIONS AND FRAMING PLANS FOR J� fl�J LJ 2 I■■■� w STEEL COLUMN, REFER TO COLUMN I 11 1//c f REFER TO COLUMN SCHEDULE NOTES FOR SIZE. I 1 1 ANCHOR BOLTS WITH FIELD WELDED PLATE ,��1-- 211 8 12" FOR ADDITIONAL INFORMATION. REFER TO LATERAL MOMENT FRAME LOCATIONS. I � � =SCHEDULE FOR SIZE AND FRAMING T.S. =4- 0" 1 i I WASHERS AT MOMENT FRAME LOCATIONS, O d" PLANS FOR ORIENTATION. , FRAME ELEVATIONS AND FRAMING PLANS FOR REINFORCED CONCRETE PIER, REFER TO REFER TO COLUMN SCHEDULE NOTES FOR SIZE. STEEL COLUMN, REFER TO COLUMN SCHEDULE T.w.=-3' o" T.W.=-3'-4" MOMENT FRAME LOCATIONS. T.S.=O'-o" FOUNDATION PLAN FOR SIZE AND PIER _ FOR SIZE AND FRAMING PLANS FOR ORIENTATION. • • SCHEDULE FOR REINFORCING. -- NOTE: I i I REINFORCED CONCRETE PIER, REFER TO FOUNDATION T.S. = 4- 0" ~ O REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" 1'-4" 1'-0" 4" 1011 4" i PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. FOR ADDITIONAL INFORMATION. REFER TO LATERAL 4 - - - I - T.W. = 0' 0" O FRAME ELEVATIONS AND FRAMING PLANS FOR 21-811 V-211 4" .. 1011 1 V1 MnMFNT FRAME I-nCATiONS.CD --- -- �— STEEL COLUMN, REFER TO COLUMN SCHEDULE • P L A N DETAIL PLAN DETAIL H I I FOR SIZE AND FRAMING PLANS FOR ORIENTATION. 1" = 1'_0" S5.3 1" =1'_0" S5.3 I REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN DETAILrE T.P. - SEE FOUNDATION PLAN PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. REONOTE: REFER NOTE: "TYPICAL COLUMN BASEPLATE DETAILING" 1011 1011 ANCHOR BOLTS WITH FIELD WELDED PLATE REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" P L A N D E T A I L rG F� FOR ADDITIONAL INFORMATION. REFER TO LATERAL WASHERS AT MOMENT FRAME LOCATIONS, 4„ 1011 FOR ADDITIONAL INFORMATION. REFER TO LATERAL 111 - 1'-0" S5.3 FRAME ELEVATIONS AND FRAMING PLANS FOR 2 6" 6" 2�� REFER TO COLUMN SCHEDULE NOTES FOR SIZE. FRAME ELEVATIONS AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. MOMENT FRAME LOCATIONS. REINFORCED CONCRETE WALL I rrrn -10 rift I14 l'1A 11101.I SECTI III.IS I� Rtrtrc I v rvulvur� I IVIv �t� i IVIv� I I T.S. =-0'- 8" STEEL COLUMN, REFER TO COLUMN NOTE: GG FOR REINFORCING. I I I T.W. = 0' - 0" SCHEDULE FOR SIZE AND FRAMING REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" 10" 10" REINFORCED CONCRETE PIER, REFER TO I I COLUMN POCKET PLANS FOR ORIENTATION. FOR ADDITIONAL INFORMATION. REFER TO LATERAL 2 6" 6" 2 FOUNDATION PLAN FOR SIZE AND PIER 0 0 FRAME ELEVATIONS AND FRAMING PLANS FOR � SCHEDULE FOR REINFORCING. i ANCHOR BOLTS WITH FIELD WELDED PLATE ANCHOR BOLTS WITH FIELD WELDED PLATE T.W. = o' o" MOMENT FRAME LOCATIONS. T.S. -0'- -8" WASHERS AT MOMENT FRAME LOCATIONS, I WASHERS AT MOMENT FRAME LOCATIONS, T.P. = SEE FOUNDATION PLAN i • • 0 1 6 _ • i I_ i _ 0 _ • REFER TO COLUMN SCHEDULE NOTES FOR SIZE. REFER TO COLUMN SCHEDULE NOTES FOR SIZE. 0 • I I T.W. = 0'- 0" - — - - — - 0 - -- 0 T.W. _ -0'- 8" TI • m I I T.P. -1'- o" • ' COLUMN POCKET • I I - - 18 _ --- STEEL COLUMN, REFER TO COLUMN SCHEDULE - I ' I 1 I RAR D FOR SIZE AND FRAMING PLANS FOR ORIENTATION. 0 `0 I ( I STEEL COLUMN, REFER TO COLUMN REINFORCED CONCRETE WALL, REFER TO --- — — o I i _ -- -- -- AND r, —i -- I STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING FOUNDATION SECTIONS FOR REINFORCING. ry REINFORCED CONCRETE PIER, REFER TO FOUNDATION N SCHEDULE FOR SIZE AND FRAMING OMPANY PLANS FOR ORIENTATION. REINFORCED CONCRETE WALL, I PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. PLANS FOR ORIENTATION. LLP T.W. = 0' - 0" T.P. = SEE FOUNDATION PLAN I I REFER TO FOUNDATION SECTIONS ANCHOR BOLTS WITH FIELD WELDED PLATE • • STRUCTURAL ENGINEERS REINFORCED CONCRETE PIER, REFER T.S. = o' -8" FOR REINFORCING. 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PIER SCHEDULE FOR REINFORCING. T.S. = 0'- 8" REFER TO T.P. = SEE FOUNDATION PLAN REINFORCED CONCRETE PIER REFER o —� 30 JORDAN LANE WETHERSFIELD, CT. 06109 ARCH. TO FOUNDATION PLAN FOR SIZE AND T NOTE: � I I ANCHOR BOLTS WITH FIELD WELDED PLATE (860) 563-6164 T.W. = 1' -4" PIER SCHEDULE FOR REINFORCING. REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" I I I WASHERS AT MOMENT FRAME LOCATIONS, loll 10" FOR ADDITIONAL INFORMATION. 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FOR SIZE AND FRAMING PLANS FOR ORIENTATION. FOUNDATION SECTIONS FOR REINFORCING. PLAN DETAIL R PLAN DETAIL Q PLAN DETAIL P S5.4 1 n S5.4 1 '. _ �_ 1, -1 0 S5.4 " = 1'-0" 11 S5.4 , . =1-0 NOTE: REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" Q E REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" 1' 3" FOR ADDITIONAL INFORMATION. REFER TO LATERAL g 3/4" 1'-2 1/2" NOTE: ! FRAME ELEVATIONS AND FRAMING PLANS FOR REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" � FOR ADDITIONAL INFORMATION. REFER TO LATERAL „ ��� FRAME ELEVATIONS AND FRAMING PLANS FOR ,,2 8 8 �2 MOMENT FRAME LOCATIONS. r lln AflfllTi/1ni Al Inl r/lnnAATI(lnl nrr CD T!1 I ATCnAI �1TTf——�r 7 S ! 511 411 211. FOR ADD IIIVIVHL IIvf VnIVIHIIVIV. RCrCR IV LHIr.nHL !.. X'T.W.-3'-4' � � MOMENT FRAME LOCATIONS. FRAME ELEVATIONS AND FRAMING PLANS FOR 1 1 I T.S. = 2' o" 2" 8" 18* i21I I T.S. = 0' 8' T.S. = 0' - 8" I ! MOMENT FRAME LOCATIONS. T.W.=T-4° 1 I ANCHOR BOLTS WITH FIELD WELDED PLATE 00 - I I WASHERS AT MOMENT FRAME LOCATIONS, `" N -- - --- 00 , j REFER TO COLUMN SCHEDULE NOTES FOR SIZE. -' I I j I I I 00 --- --- - ---- N rn I I '17 — ' —! — 1 — ———— — �� • I I I I 0000 I ! I rI I • I T.P. = SEE FOUNDATION PLAN = -- - --- ----- T.W. = 1' -4" j --- --- �- - / TC =1'-A" A- -I j _F!, T.P. =SEE FOUNDATION PLAN T.W.=2' 8' I ! I �—T.W.=3'-4" o I I � ! STEEL COLUMN, REFER TO COLUMN ! CD STEEL COLUMN, REFER TO COLUMN 1 SCHEDULE FOR SIZE AND FRAMING ANCHOR BOLTS WITH FIELD WELDED PLATE PLANS FOR ORIENTATION. I T.P. = SEE FOUNDATION PLAN 00 N SCHEDULE FOR SIZE AND FRAMING ! ,A,Arl irnr- AT nAlln Ark= rnnn nr !1 r'ATI(\n IC ! PLANS FOR ORIENTATION. vvHJnERJ HI ro1Vlvluv I rRNIViC LVl Hl IVIVJ, T.W.=3'-4" • REFER TO COLUMN SCHEDULE NOTES FOR SIZE. I REINFORCED CONCRETE PIER, REFER REINFORCED CONCRETE WALL, REFER TO • • TO FOUNDATION PLAN FOR SIZE AND 00 • I T.s.=o'-s" ! REINFORCED CONCRETE PIER, REFER FOUNDATION SECTIONS FOR REINFORCING. ! PIER SCHEDULE FOR REINFORCING. ! REINFORCED CONCRETE PIER, REFER REINFORCED CONCRETE WALL, REFER TO T.W. = V - 4 TO FOUNDATION PLAN FOR SIZE AND I = TO FOUNDATIO"J PLAN FOR SIZE ANJD FOUNDATION SECTIONS FOR REINFORCING. x! PIER SCHEDULE FOR REINFORCING. 1 1 � ' T.W. T- 4" ANCHOR BOLTS WITH FIELD WELDED PLAI E • ! • PIER SCHEDULE FOR REINFORCING. I WASHERS AT MOMENT FRAME LOCATIONS, STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING 114111'- REINFORCED CONCRETE WALL, REFER TO 41" I 1'-0" 1 2 1/4" REFER TO COLUMN SCHEDULE NOTES FOR SIZE. " 15" PLANS FOR ORIENTATION. FOUNDATION SECTIONS FOR REINFORCING. C PLAN DETAIL PLAN DETAIL B 1'-2 5/8" 5 3/8" 16 5/8" 1" = 1'-0" S5 5 1" = 1'-0" S5.5 PLAN DETAIL rD E NOTE: NOTE: R REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" FOR ADDITIONAL INFORMATION. REFER TO LATERAL 111' 7" FRAME ELEVATIONS AND FRAMING PLANS FOR MnMFNIT FPAMF I nrATIr1NiS. 2 4" 5" 1 5" I T.S.=0'-8" Ln ( ! N T.W. = 3' - 4" I I REINFORCED CONCRETE PIER, REFER I I TO FOUNDATION PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. I ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES FOR SIZE. • T.W.=T-4" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. STEEL COLUMN, REFER TO COLUMN 132-0089 N S('HFI)l11 F FnR 0.17F AND FRAMING T.S.=0'-8' PLANS FOR ORIENTATION. PHASE 2 OF 5 REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. O PLAN DETAIL A O 1" = 1'-0 , S5.5 �■� R 1" = 1'_0" S5.5 1'-3" 5" REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" NOTE: FOR ADDITIONAL INFORMATION. REFER TO LATERAL REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" C;111 q 1 /9" FRAME ELEVATIONS AND FRAMING PLANS FOR FOR ADDITIONAL INFORMATION. REFER TO LATERAL 8" 2 1/4" NOTE: _ MOMENT FRAME LOCATIONS. FRAME ELEVATIOS MOMENT FRAMEN AND FRAMING PLANS FOR REFER TO TYPICAL COLUMN BASEPLATE DETAILING NOTE: nQ RnREonnO!TnIAI INI PNAQNIBASRPLA RE DEToTFPAi' T.W.=T-4"FOR ADDITIONAL INFORMATION. REFER TO LATERAL T.W. = 1'- 4" � REINFORCED CONCRETE WALL; REFER TO , , ;, ,. , � � FRAME ELEVATIONS AND FRAMING PLANS FOR • I • FOUNDATION SECTIONS FOR REINFORCING. 1'-01, 1'-0" FRAME ELEVATIONS AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. REINFORCED CONCRETE PIER, REFER T.S. =0' -8" 0 TO FOUNDATION PLAN FOR SIZE AND MOMENT FRAME LOCATIONS. REINFORCED CONCRETE PIER REFER V-2 1/2 T.W. = 1'- 9' ' 2" 8 8" 2„ REINFORCED CONCRETE PIER, REFER 2" 8" 8" 2" STEEL COLUMN, REFER TO COLUMN ANCHOR BOLTS WITH FIELD WELDED PLATE TO FOUNDATION PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. TO FOUNDATION PLAN FOR SIZE AND 2„ • �- f i 1 DICID cruCnl 11 C Eno onnlCnorinlr I I �— REINFORCED CONCRETE WALL, REFER TO PIER SCHEDULE FOR REINFORCING. SCHtUULt I -UK SILL AIVD FRAIVIIN(i WASHERS AT MOMENT FRAME LOCATIONS 1 1 11 1 1 1 1 1 I 1 / r iu\ ai.i IwVLL I Vn nuivi Vn�nvv. PLANS FOR ORIENTATION. REFER TO COLUMN SCHEDULE NOTES FOR SIZE. COLUMN POCKET � T.W.=Is- 9" ell I N I Lt \ _ _ � 20 - 00 N N -4*r7 nokf co TL-L-1 M I I ANCHOR BOL'!S WITH FIELD WELDED PLATE WASHERS AT MOMENT FRAME T.W. = 1' - 2"15 1/2" 5 1/2" 12" LOCATIONS, REFER TO COLUMN T.P. = SEE FOUNDATION PLAN 10 1/4" g" SCHEDULE NOTES FOR SIZE. REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR SIZE AND PIER T.S. = 0' - Q SCHEDULE FOR REINFORCING. PI Ani f1FTAII �1 1 L r\ I Y 1" = 1 -0 issis.55.5 X X.4 NOTE: 1'-6" 1'-8" REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" 8" L 10" V-2" L 6" I FOR ADDITIONAL INFORMATION. REFER TO LATERAL L FRAIVIE ELCVAI IVIVS AND FRAIVII IVG PLAIVS FUR ! MOMENT FRAME LOCATIONS. I STEEL COLUMN, REFER TO COLUMN SCHEDULE T.W. = 1' -4" FOR SIZE AND FRAMING PLANS FOR ORIENTATION. ( T.W. = o' 8" ! COLUMN POCKET T.S. _ -0' - 8" ! k,o I ! O O `0 - T.W.=0'-0" 1 I I I ! I ANCHOR BOLTS WITH FIELD WELDED PLATE T.P. = SEE FOUNDATION PLAN STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. j I j i FOUNDATION SECTIONS FOR REINFORCING. I I I 00 - j I j O N 26 - - -I ---�-- -j ----- - 00 I ! I 00 I i 15 I ' � II N T.W.=1'-4"-- �' N I ANCHOR Rni TC \A/ITI-I FIEID :Y/FIRED DI I CTFFI rnll ,!MN� RFFFR Tn rn! ! IMN cruFnl !! F ANCHOR 1. .... ". WASHERS AT MOMENT FRAME LOCATIONS, FOR SIZE AND FRAMING PLANS FOR ORIENTATION. REFER TO COLUMN SCHEDULE NOTES FOR SIZE. ANCHOR BOLTS WITH FIELD WELDED PLATE T.P. = SEE FOUNDATION PLAN WASHERS AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES FOR SIZE. PLAN DETAIL F " = 1'-0" S5.5 T.W. = 3' - 4" 1— PLAN DETAIL S5.5 SS 91/2" 1'-2" NOTE: REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I I REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. ( T.S. =-0' -8" ANCHOR BOLTS WITH FIELD WELDED PLATE 10" 9 1/2" WASHERS AT MOMENT FRAME LOCATIONS, 2" 6" 6" 2" REFER TO COLUMN SCHEDULE NOTES FOR SIZE. IT.W. = 0' - 0"_ STEEL COLUMN, REFER TO COLUMN 10" 10" SCHEDULE FOR SIZE AND FRAMING o r, PLANS FOR ORIENTATION. 2" 6" 6" _ 2" � I T.W. = 0' - 4" - - 33 I I • • - I I o o --- I oN — • • • • =Ir O REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. � wwv �— STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. N AT.W.=O -8„ N . W V - 4" I �, T.P. = SEE FOUN ATION PLAN O T� V1 I TO ARCH. I� I� PLAN DETAIL rE 1" =1'_0 I �-5 (RR1 (S< NOTE: 3'-10 1/2" V-11 1/2" REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" FOR ADDITIONAL INFORMATION. REFER TO LATERAL 10" 4" 4'-4" ! 4" FRAME ELEVATIONS AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. ! STEEL COLUMN, REFER TO COLUMN SCHEDULE T.S. =-0' -8" FOR SIZE AND FRAMING PLANS FOR ORIENTATION. T.W.=0'-0" ANCHOR BOLTS WITH FIELD WELDED PLATE I WASHERS AT MOMENT FRAME LOCATIONS, I I RAR D REFER TO COLUMN SCHEDULE NOTES FOR SIZE. • • I rs.=-o'-8° AND ! I OMPANY N LLP STRUCTURAL ENGINEERS o ! so �1. - 10 WATERCHASE DRIVE I I o ROCKY HILL, CT 06067 I N (860) 563 - 3820 I _6" L 6" 12" 2"I 6" 6" 2" WASHERS AT MOMENT FRAME LOCATIONS, ! I N 1'-8" 10" REFER TO COLUMN SCHEDULE NOTES FOR SIZE. T.S. = o' 8" REINFORCED CONCRETE PIER REFER TO I I I `D I FOUNDATION PLAN FOR SIZE AND PIER • • T.W. = 0' 0' I I _ _ _ I -4- _ I _ _ — _ 29 e """FLeGO.Nj ": `, 2'-7" REINFORCED CONCRETE PIER, REFER TO 2 6 6 2 j %%N 0 . 3 'v•..,C ®g FOUNDATION PLAN FOR SIZE AND PIER re SCHEDULE FOR REINFORCING. T.w. = o' - o' STEEL COLUMN, REFER TO COLUMN 10" 10" o � — I — I — 1 I T.W. = 0' 0" r� T.W.=0'-8" SCHEDULE FOR REINFORCING. T.P. =SEE FOUNDATION PLAN T.S. _ -0' -8" SCHEDULE FOR SIZE AND FRAMING r1 ! PLANS FOR ORIENTATION. STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING90 <J N j ES OO��� ��,� �'�•. s oNA E. 8" g" 1" 1 10" 4" 4'-4" 4" ! • • PLANS FOR ORIENTATION. y s ••••.......•• ANCHOR BOLTS WITH FIELD WELDED PLATE 2 6 6 1 2�� '�°o1►oe/nluttN°°� 1 5 -10 WASHERS AT MOMENT FRAME LOCATIONS, 10" !af 9 1/2" L REFER TO COLUMN SCHEDULE NOTES FOR SIZE. P, L A ,N DETAIL RR P L A N D E T A IL K REINFORCED CONCRETE PIER, REFER TO FOUNDATION 1 - 1-0 �.5 1" = 1'_0" �.5 PLAN FOR SIZE AND PIER SCHEDULE FOR REINFORCING. T.S. =-0' -8" T5" NOTE: AA AA.2 PLAN DETAIL MOSER REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" „ „ 1"= 1'-0ItS5.5 4 11AA AA.2 FOR ADDITIONAL INFORMATION. REFER TO LATERAL 10 1 8 10 PILON NOTE: FRAME ELEVATIONS AND FRAMING PLANS FOR 2" 6" 6" 2I" 2" 6" 6"I 2" ANCHOR BOLTS WITH FIELD WELDED PLATE NOTE: REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" MOMENT FRAME LOCATIONS. WASHERS AT MOMENT FRAME LOCATIONS, NOTE: NELSON REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" FOR ADDITIONAL INFORMATION. REFER TO LATERAL 10" 1'-8" ' 1011 1 ! 1 I REFER TO COLUMN SCHEDULE NOTES FOR SIZE. REFER TO "TYPICAL COLUMN BASEPLATE DETAILING" FOR ADDITIONAL INFORMATION. REFER TO LATERAL I I I FOR ADDITIONAL INFORMATION. REFER TO LATERAL A R C H I T E C T S FRAME ELEVATIONS AND FRAMING PLANS FOR STEEL COLUMN, REFER TO COLUMN FRAME ELEVATIONS AND FRAMING PLANS FOR . • 2" 6" 6" 2" 1 REINFORCED CONCRETE PIER, REFER TO SCHEDULE FOR SIZE AND FRAMING FRAME ELEVATIONS AND FRAMING PLANS FOR CC DD MOMENT FRAME LOCATIONS. ! MOMENT FRAME LOCATIONS. I FOUNDATION PLAN FOR SIZE AND PIER N — MOMENT FRAME LOCATIONS. 30 JORDAN LANE 2" 4" 21I 31I 1 SCHEDULE FOR REINFORCING. o — - — — —� - PLANS FOR ORIENTATION. WETHERSFIELD, CT. 06109 (860) 563-6164 I I I I T.W. = 0' o" STEEL COLUMN, REFER TO COLUMN 2" 6" ' 6" 2" 2" 6" I 6" 2" REINFORCED CONCRETE WALL, REFER TO I I I STEEL COLUMN, REFER TO COLUMN _� _ I ! _ I _I ! SCHEDULE FOR SIZE AND FRAMING FOUNDATION SECTIONS FOR REINFORCING. i w SCHEDULE FOR SIZE AND FRAMING 41 I I I I --- --- --- - i - . PLANS FOR ORIENTATION. ! I TITLE • N o PLANS FOR ORIENTATION. o j j I I o I I I I T.S. = 0' - 8" — — — --- 0 COLUMN BASE n— - - — - - - 33.4 — i - -j I ' N N ! I ! ! N ---- -- —— - — - — - — �- N PLAN DETAILS STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. ANCHOR BOLTS, REFER TO COLUMN SCHEDULE NOTES FOR SIZE. PLAN DETAIL S45 I. 1 0 If T.W.=Is- 4" ' I ' 00 _ REINFORCED CONCRETE PIER, REFER TO ! ! N t-_] _ FOUNDATION PLAN FOR SIZE AND PIER III, I 25 _ 34 — �--- --- ! - -rI I�. r.s. _ -o' - s" ! I SCHEDULE FOR REINFORCING. ! ! I ! �I — I I o - 1 — — I -- T.P. = SEE FOUNDATION PLAN ( ( REINFORCED CONCRETE WALL, _ ---- -- — ----- -9- _ REFER TO FOUNDATION N N I ! I I 1 1 T.W.=0'-0" I SECTIONS FOR REINFORCING. I ( DATE 11/2/2018 ANCHOR BOLTS WITH FIELD WELDED PLATE I ! i I I COLUMN POCKET 13" LONG 3/4" DIA. ANCHOR RODS WITH FIELD STEEL COLUMN, REFER TO COLUMN COPYRIGHT (c) WASHERS AT MOMENT FRAME LOCATIONS, ?"1 6 611 2 I WELDED PLATE WASHERS AT MOMENT FRAME SCHEDULE FOR SIZE AND FRAMING Moser Pilon Nelson Architects REFER TO COLUMN SCHEDULE NOTES FOR SIZE. 2" 10" 4" 6" L LOCATIONS. EMBED ANCHOR RODS 8" IN FOOTING. PLANS FOR ORIENTATION. DWG. NO. P LA N D ETA I L M PLAN DETAIL P PLAN DETAIL N S5.5 II_ I II •5 II= I_ II S5.5 1 =1-0 S5*5 1 -1-0 S5 1 1 0 WIDE FLANGL VL 91V1 WIDE FLANGE AS REQUIRED FOR CJP �dIUI��Ie1 C PLATE DESIGNED BY STEEL RICATOR, THICKNESS TO MATCH ,M FLANGE. REFER TO FRAME VATIONS FOR DESIGN LOADS. TOP OF STEE .N. EL HSS COLUMN. :KER BAR TO REMAIN FOP FLANGE. THROUGH -PLATE AT TOP FLANGE DESIGNED BY STEEL FABRICATOR, THICKNESS TO MATCH BEAM FLANGE. REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. _-____ TOP OF STEEL J.O.N. BACKER BAR TO REMAIN AT'I OP FLANGE. SINGLE -PLATE BEAM SHEAR CONNECTION WELDED TO COLUMN FACE. REFER TO PROJECT SPECIFICATIONS. BACKER BAR SHALL BE REMOVED AT BOTTOM FLANGE AND ROOT WELD BACKGOUGED PRIOR TO REINFORCING FILLET WELD. THROUGH -PLATE AT BOTTOM FLANGE DESIGNED BY STEEL FABRICATOR, THICKNESS TO MATCH BEAM FLANGE + 1/2". REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. THROUGH -PLATE AT TOP AND BOTTOM FLANGE DESIGNED BY STEEL FABRICA T OR, REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. U.O.N. HSS COLUMN WF BEAM TO HSS COLUMN MOMENT CONNECTION - TYPE D r4 NOT TO SCALE NOTES: 1. REFER TO MOMENT FRAME ELEVATION NOTES FOR ADDITIONAL DESIGN REQUIREMENTS 2. GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL. 3. INDICATED ON MOMENT FRAME ELEVATIONS THUSLY: —/ WIDE FI MINIMUM FLANGE WIDTH = 0.95 x HSS WORKABLE FLAT. MAXIMUM FLANGE WIDTH = OVERALL HSS FACE VVID T H 1/2" CAP PLATE, SEAL WELD ALL AROUND AT TOP OF COLUMN i I TOP OF STEE l`n -1 A -1 BACKER tR BAIL 1 V RtIVI/All"I AT TOP FLANGE. SINGLE -PLATE BEAM SHEAR CONNECTION WELDED TO COLUMN FACE. REFER TO PROJECT SPECIFICATIONS. HSS COLUMN, REFER TO COLUMN SCHEDULE. BACKER BAR SHALL BE REMOVED AT BOTTOM FLANGE AND ROOT WELD BACKGOUGED PRIOR TO REINFORCING FILLET WELD. NECK DOWN TOP AND BOTTOM FLANGE OF BEAM WHERE BEAM WIDTH IS GREATER THAN FACE WIDTH OF HSS COLUMN. FLANGE WIDTH AT COLUMN SHALL MEET WIDTH REQUIREMENTS SHOWN. HSS COLUMN, REFER TO COLUMN SCHEDULE. WIDE FLANGE BEAM WEB —' 6" AS REQUIRED FOR CJP WIDE FLANGE BEAM FLANGE GROOVE WELD WF BEAM TO HSS COLUMN MOMENT CONNECTION - TYPE C NOT TO SCALE NOTES: 1. REFER TO MOMENT FRAME ELEVATION NOTES FOR ADDITIONAL DESIGN REQUIREMENTS 2. GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL. 3. INDICATED ON MOMENT FRAME ELEVATIONS THUSLY: —/ kin W W NECK DOWN TOP AND BOTTOM FLANGE OF BEAM WHERE BEAM WIDTH IS GREATER TFI °ROVIDE 50 KSI WEB DOUBLER PLATE AS REQUIRED BY DESIGN. REFER TO FRAME LEVATIONS FOR DESIGN LOADS. TOP OF COLUMN EXTENSION SHALL BE GOVERNED BY WEB DOUBLE PLATE DESIGN AS DETERMINED BY STEEL FABRICATOR. DO NOT EXTEND BEYOND TOP OF STEEL DECK. TOP OF STEEL BACKER BAR TO REMAIN AT TOP FLANGE. BEAM SHEAR CONNECTION, REFER TO PROJECT SPECIFICATIONS. BACKER BAR SHALL BE REMOVED AT BOTTOM FLANGE AND ROOT WELD BACKGOUGED PRIOR TO REINFORCI VG FiLLI- I WELD. 50 KSI COLUMN WEB STIFFENER PLATE AT TOP AND BOTTOM FLANGE AS REQUIRED BY DESIGN. REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. PROVIDE 50 KSI WEB DOUBLER PLATE AS REQUIRED BY DESIGN. REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. WF COLUMN r-(1 V4ZI (Yll I IMN \NGR CTICCI=NGR DI ATG ✓V 1 1 COLVIVIIV VV —✓Iil I LIVLI\ 1 LATE AT TOP AND BOTTOM FLANGE AS REQUIRED BY DESIGN. REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. FLANGE WIDTH , �� �✓ I\L (V 11\LV I VI\ GROOVE WELD 3 WF BEAM TO COLUMN MOMENT CONNECTION - TYPE B S6.0 NOT TO SCALE NOTES: 1. SEE MOMENT FRAME ELEVATION NOTES FOR DESIGN ADDITIONAL DESIGN REQUIREMENTS 2. GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL. 3. INDICATED ON FRAMING PLANS AND ELEVATIONS THUS: —� 2 S6.0 W W n NECK DOWN TOP AND BOTTOM FLANGE OF BEAM WHERE BEAM WIDTH IS GREATER TF CAP PLATE DESIGNED BY STEEL FABRICATOR, THICKNESS TO MATCH BEAM FLANGE. REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. ______TOPOFSTEELL PROVIDE DO KSI VVED DOUBLER PLAIE AS REQUIRED BY DESIGN. REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. BACKER BAR TO REMAIN AT TOP FLANGE. BEAM SHEAR CONNECTION, REFER TO PROJECT SPECIFICATIONS. BACKER BAR SHALL BE REMOVED AT BOTTOM IGM FLANGE AND ROOI VVCLU 13ACK000GED PRIOR TO REINFORCING FILLET WELD. 50 KSI COLUMN WEB STIFFENER PLATE AT TOP AND BOTTOM FLANGE AS REQUIRED BY DESIGN. REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. PROVIDE 50 KSI WEB DOUBLER PLATE AS REQUIRED BY DESIGN. REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. WF COLUMN nKSI rOLIIKAKI \A/PQ CTIFFFKIFP PI ATF5.` AT TOP AND BOTTOM FLANGE AS REQUIRED BY DESIGN. REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. FLANGE WIDTH —11 wl GROOVE WELD WF BEAM TO COLUMN MOMENT CONNECTION - TYPE A NOT TO SCALE NOTES: 1. SEE MOMENT FRAME ELEVATION NOTES FOR DESIGN ADDITIONAL DESIGN REQUIREMENTS 2. GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL. 3. INDICATED ON FRAMING PLANS AND ELEVATIONS THUS: --/ WIDE FLANGE AS REQUIRED FOR CJP WIDE FLA BAR TO REMAIN AT TOP FLANGE. ' PLATE DESIGNED BY STEEL RICATOR, THICKNESS TO MATCH IM FLANGE. REFER TO FRAME VATIONS FOR DESIGN LOADS. TUN Ur 5 i tU A& v. Y EL HSS COLUMN. GLE-PLATE BEAM SHEAR CONNECTION LDED TO COLUMN FACE. REFER TO )JECT SPECIFICATIONS. :KER BAR SHALL BE REMOVED AT FTOM FLANGE AND ROOT WELD ;KGOUGED PRIOR TO REINFORCING .ET WELD. TOUGH -PLATE AT BOTTOM FLANGE SIGNED BY STEEL FABRICATOR, THICKNESS MATCH BEAM FLANGE + 1/2". REFER TO IME ELEVATIONS FOR DESIGN LOADS. THROUGH -PLATE ATTOP AND BOTTOM FLANGE DESIGNED BY STEEL FABRICATOR, REFER TO FRAME ELEVATIONS FOR DESIGN LOADS. J.O.N. HSS COLUMN WF BEAM TO HSS COLUMN MOMENT CONNECTION -TYPE E i5' NOT TO SCALE NOTES: 1. REFER TO MOMENT FRAME ELEVATION NOTES FOR ADDITIONAL DESIGN REQUIREMENTS 2. GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL. 3. INDICATED ON MOMENT FRAME ELEVATIONS THUSLY: —/ REVISIONS CONFORMED SET MARCH 22, 2019 S TAT E PROJECT NO. 132-0089 N PHASE 2 OF 5 I RARD AND %,O*OMPANY STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 %,%% 0� G O N)V,6, �°oi Snylt IV5�0 IAC il, MOSER I PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 563-6164 TITLE LATERAL FRAME DETAILS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S6*0 23 30 22'-3" 1 I I I op of Low Roof Steel FraminL W 16 x 3 6 ELEV. = 16' - 4" M = ±46 K*Ft M =±46 K*Ft 00 I � I X, x00 00 Si Ln SI I I EFirst Floor Slab -West LEV.=1'-4" ------ I I 13 15 14'-7 1/2" I I Top of Low Roof Steel FramL _ _ W 16 x 3 6 _ ELEV. = 16- 4" M =±75 K*Ft M = ±46 K*Ft 0o I 00 I Ln LO X X 00I 00I W = I = I Lcno First Floor Slab - West ELEV. = V - 4" To of Low Roof Steel Framing _ ELEV. = 16' - 4" First Floor Slab - West ELEV. 26 31 20'-411 I I W 18x46 © I M = ±155 K*Ft M = ±59 K*Ft I I X I 00 1 r I 00 N_ I = 1 I 26 31 20'-411 I I � Top c Low_Roof Steel Framing _ - W 18 x 4 0 ELEV. = 16' - 4" @ © , \ ( M = ±155 K*Ft M = ±60 K*Ft X I 00 ci N 1 x 1 L, o0 N In 2 2 First Floor Slab -West ELEV. = 1' - 4" I I MOMENT FRAME ELEVATION - LINE A 5 MOMENT FRAME ELEVATION - LINE X 4 MOMENT FRAME ELEVATION - LINE L r3 MOMENT FRAME ELEVATION - LINE G 1/811 = 1'-0" S6.1 1/811 =1'-011 S6.1 1/811 =1'-0" S6.1 1/811 = 1'-011 P S B C 33'-3 1/2" A B 30 37 18'-8" 16'-0" 20'-3 I I I I I 1 I I I I I I I I I I I ( I I I I �pTo of Low Roof Steel FramingW 14 x 2 6 To of Low Roof Steel Framin I I Top of Low Roof Steel Framing _ _ W 14 x 2 6 To o_f Low Roof Steel FrarrLME W 18 x 4 0 ----- -�j ELE . - -- W21x48 --- --- ELEV. = 16 - 4 c c �" ELEV. = 16 - 4 ELEV. = 16 - 4 I c c I ELEV = 16 - 4 © I M= ±42 K*Ft M- ±42 K*Ft I O O M= ±39 K*Ft M= ±39 K*Ft I M= ±48 K*Ft M= ±48 K*Ft M= ±57 K*Ft M= ±57 K*Ft 1 ( I I N I N I N I N I N I N I x l c1 1 X I x( i x xI XI x 00 00 0o x ao 00 00 xl xI x 00 ) xl XI 0x01 xl ao 00 0o x 00 0o I co CO in tnI N I I I N N NI N_ = I = I = I = I I II I I First Floor Slab - West I First Floor Slab - West First Floor Slab - West I First Floor Slab - West ELEV. = V- 4" 4" ELEV. = 1' - 4" I I ELEV. = 1' - 4" ------- ------------$-------- -- ----- - 1' I MOMENT FRAME ELEVATION - LINE 23 so MOMENT FRAME ELEVATION - LINE 42 9 MOMENT FRAME ELEVATION - LINE 37 r8 MOMENT FRAME ELEVATION -LINE C 1/8" =1'-011 S6.1 1/811 =1'-0" 56.1 1/811 =1'-0" 56.1 1/811 = 1'-011 Tof Low Roof Steel Framing _ - - ELEV. = 16' - 4" V 8'-811 10'-611 I I I I W12x26 I W12x26 I W12x26 (D)III(D)( D D M= ±42 K*Ft M= ±42 K*Ft M= ±42 K*Ft EACH END T �I I First Floor Slab - West I ELEV.=1'-4" ------ MOMENT FRAME ELEVATION - LINE 45 1/811 = 1'-011 15 S6.1 15 20 21'-9" I W 2 4 x 5 5 Top of Gym Low Steel ELEV. = 25' - 7" �D M = ±133 K*Ft M = ±133 K*Ft First Floor Slab - West _ _ _ _ ELEV. = 1' - Zr' MOMENT FRAME ELEVATION - LINE R 19 1/811 2 T 22'-1" Top of Upper Roof Steel Framing _ ��----------------------------1-- ELEV. = 27' - 4" 1--------------- I rill ALTERNATE DESIGN OPTION NO. 1 I I I I REFER TO MOMENT FRAME ELEVATION 3/S6.4 FOR I I I I I ALTERNATE LATERAL FRAME ELEVATION. I I I I I C=45k I C=45k 6, Top of Second Floor Steel 1 I T = 91k W 18 x 3 5 T = 91k , _Framing— ELEV. = 13' - 5 1/2" QQ 6 V =85k C=91k T=45k C=91k V=84k T=45k I 00 L I X I 00 I 00 1 I First Floor Slab - N_orth _ _ _ _ ELEV. = 0' - 0" JiL MOMENT FRAME ELEVATION - LINE UU 21 1/811 =1'-011 S6.1 K 15'-4" 15'-411 l l l I I I ^�12x26 I VV12x26 BRACKET I I I BRACKET 1 W 12x26 I W 12x26 E E E E E E M= ±10 K*Ft M= ±24 K*Ft M= ±26 K*Ft M= ±26 K*Ft M= ±24 K*Ft M= ±10 K*Ft I I I Top of Low Roof Steel Framing _ ELEV. = 16- 4" I I I oI o) oI O I O I O I oI o oI I i I I I I I I r First Floor Slab -_West MOMENT FRAME ELEVATION - LINE 44 1/811 = 1'-011 15 20 21'-9" I I W?aysr To ofm q Low Steel- _ NV ELEV_= 25' - 7" First Floor Slab -West _ MOMENT FRAME ELEVATION - LINE E f 18 )11 1/811=1'-0" S6.1 22t2'-4" 4 To of Upper Roof Steel Framing j - -- - - - - - I ------------- ELEV. = 27' - 4" I 1 I I I I I I I I I I I I ALTERNATE DESIGN OPTION NO. 1 I I I I I I I I REFER TO MOMENT FRAME ELEVATION 2/S6.4 FOR I I I 1 ALTERNATE LATERAL FRAME ELEVATION. I I i I I I I I I i I I I I I I I I I =43k C=431 To of Second Floor Steel Framing I T = 90k W 18 x 3 5 T = 90k Ij I ELEV.= 13' 5 1/2" QA (D V=83k C=90k C=90k V=83k T=43k T=43k , � I 00 00I 00I �I �I 1 I First_Floor Slab - North _ _ _ ELEV. = 0' - 6" - 14 S6.1 MOMENT FRAME ELEVATION - LINE Z r20 1/811 = 1'-0" 56.1 R U 25'-1" I I I Top of Low_Roof Steel Framing _ - ELEV.=16'-4" I W16x36 c M = ±54 K* Ft M = 54 K Ft , I �i X I 00 x 0o I Nrik I I First Floor Slab - West ELEV. = V - 4" MOMENT FRAME ELEVATION - LINE 32 13 1/8" = 1'-0" 56.1 Top of Gym Low Steel _ - -ELEV. = 25' - 7" First Floor Slab - West T U 12'-11" I I I I Top of Low Roof Steel Framing W 1 6 x 3 6 ELEV. = 16' - 4" M = ±45 K*Ft EACH END ;I ;� -I --I , 00 01, 00 I co N I N I I I First Floor Slab -_West 1 I ELEV. = MOMENT FRAME ELEVATION - LINE 13 1/811 = 1'-011 C 28'-0" y 28'-011 I I I op of Gym Low Steel ELEV. = 25- 7" First Floor Slab - West MOMENT FRAME ELEVATION - LINE 12 17 S6.1 MOMENT FRAME ELEVATIONS NOTES 1. TOP OF SLAB AND TOP OF STEEL FRAMING ELEVATIONS ARE SHOWN RELATIVE TO TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0" AND ARE PROVIDED FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS AND SECTIONS FOR ELEVATION OF STEEL FRAMING. 2. THE STEEL FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE CONNECTION TYPE AND DESIGN LOADS INDICATED ON THE LATERAL FRAME ELEVATIONS BASED ON THE MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL FIELD WELDED MOMENT CONNECTION DETAILS ON STRUCTURAL DRAWING S6.0. 3. THE MAXIMUM DESIGN VALUES SHOWN ARE FOR THE CONTROLLING LOAD EFFECTS OF EACH INDIVIDUAL MEMBER BASED ON THE ALLOWABLE STRESS DESIGN LOAD COMBINATIONS PROVIDED WITHIN THE GOVERNING BUILDING DESIGN CODES LISTED IN THE DESIGN DATA TABLE SHOWN ON STRUCTURAL DRAWING S0.1. 4. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS, AND ANCHORAGE. 2 S6.1 7 S6.1 12 S6.1 25 28 17-2" 'I 9 I I Top of Low Roof Steel Framing _- I W 16 x 3 6 ELEV.=16'-4" --- I M= ±79 K*Ft M= ±79 K*Ft I 0o I c Ln I Ln 1 � 1 00 00 I 00Ln I 2 = I First Floor Slab - _North _ _ _ _ ELEV. = 0' - 0" Rh I`I'I I'I'I MOMENT FRAME ELEVATION - LINE X 1/811=1'-oil 26 29.3 I 17'-8 1/4" I I Top of Low Roof Steel Framing _ _ I W 18 x 4 0 EL D © 1 M = ±155 K*Ft M = ±64 K*Ft I I I X � 1 X 00 1 x N 00 xI N I Ln to 2 I I I First Floor Slab - West MOMENT FRAME ELEVATION - LINE Q 1 S6.1 C F 24'-1" I I I I o� of Low Roof Steel Framing _ ELEV. = 16- 4" Cl k a a V S First Floor Slab - West ELEV. = V- 4" MOMENT FRAME ELEVATION - LINE 43 1/811 = 1'-011 � L C 28'-011 28'-0" I I 1 MOMENT FRAME ELEVATION - LINE 26 16 6 S6.1 11 S6.1 MOMENT FRAME ELEVATION KEYS CONTROLLING BEAM TOP FLANGE COMPRESSION (C) AND BEAM SIZE TENSION (T) FORCES FOR USE IN STIFFENER PLATE DESIGN. WEB DOUBLE PLATE (DP) C = **k C = **k T=**k W**x*:e T=**k V=**k DP A O DP COLUMN SIZE -�* T = **k T = **k CONTROLLING COLUMN WEB SHEAR (V) X - FOR USE IN WEB DOUBLE PLATE DESIGN. IE * MOMENT CONNECTION TYPE CONTROLLING BEAM BOTTOM FLANGE COMPRESSION (C) AND DESIGNATION, REFER TO TENSION (T) FORCES FOR USE IN STIFFENER PLATE DESIGN. DRAWING S6.0 FOR DETAILS. WIDE FLANGE COLUMN MOMENT FRAMES I I BEAM SIZE * I MOMENT CONNECTION TYPE DESIGNATION, x I W * * x * : REFER TO DRAWING S6.0 FOR DETAILS. COLUMN SIZE ---,* I © c (� M = **k*Ft M = **k*Ft I Ilk L111 = CONTROLLING BEAM END MOMENT FOR USE IN CONNECTION DESIGN. HOLLOW STRUCTURAL STEEL COLUMN MOMENT FRAMES REVISIONS CONFORMED SET MARCH 22, 2019 S TAT E PROjEC T NO. 132-0089 N PHASE 2 OF 5 I RARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860) 563 -3820 WITITIFFM M 0 S E R PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE LATERAL FRAME ELEVATIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S6*1 X.4 AA 19'-8" I To of Low Roof Steel Framing_ I W 16 x 3 6 ELEV. = 16' - 4" (© M =±57 K*Ft M =±57 K*Ft I I N1 Ni xxI �i 00I 00I N Ln Ln I I First Floor Slab - North_ _ ELEV.=O'-0" MOMENT FRAME ELEVATION - LINE 18 1/8" = 1'-0" 4 S6.2 26.5 32 20'-7 1/2" Top of Low Roof _Steel Frames _ _ _ _ I W 16x36 I ELEV.=16'-4" 1 M= ±39 K*Ft M= ±39 K*Ft 1 NI x X 00 I 00 I = I I LO Ln I First Floor Slab - _North MOMENT FRAME ELEVATION - LINE X.4 8 1/8" =1'-0" S6.2 AA.2 H H 24'-9 1/2" I ,L T^- I Q-4: C+o 1 C-i- v i_ofi wvv vA/ 1 r, v 2 r, I ELEV. = 16' - 4" I M= ±63 K*Ft M= ±63 K*Ft i N I N I 0 I 00 xI 0 xI N_ I Ln i First Floor Slab - No_rth-111�7 I I 1 _ ELEV. = 0' - 0" MOMENT FRAME ELEVATION - LINE 34 9 1/811- 11-011 S6.2 32'-0" T pof Low Roof Steel Framing_ ELEV. = 16' - 4" First Floor Slab - N_orth _ _ _ _ ELEV. = 0' - 0" i MOMENT FRAME ELEVATION - LINE 46 13 S6.2 18 25 20'-2° I I C = 30k C = 30k 1 Top of Upper Roof Steel Framing _ T = 25k W 18 x 3 5 T = 25k Y ELEV. = 27'- 4" - - - 1 V = 25k I = 26k C = 26k C k V = 25k I = 30k T = -3 U-k I I 1 1 C=62k C=60k 1 Top of Second Floor Steel Framing_ T = 79k W 16 x 3 6 T = 91k ELEV. = 13'- 5 1/2" V=72k I C=79k C=91k I V=85k T=62k T=60k D 00 I 00 1 3I 3:I I I First Floor Slab - North _ _ _ _ orth ELEV. = 0' - 0" I I i MOMENT FRAME ELEVATION - LINE DD r3' 1/8" = 1'-011 VS6.2 Top of Upper Roof Steel Framing_ _ ELEV_= 27' - 4" Top ofSecon_d Floor_Steel Framing_ ELEV_= 13'- 5 1/2" 22 24 27.5 6'-41 2 17'-7 1/2" I I I C-24k C-4k T=10k W16x36 T=42k � 0 VT 32k JI C=4k C=43k IL V=39k T = 35k T = 2k 1 01 01 00 i I I I I W 18x50 Jh t1w21x418 W21x48 MOMENT FRAME ELEVATION - LINE QQ 7' 1/8" = 1'-0" 56.2 24 27.5 17'-7 1/2" I I C=30k C=30k 1 To of Second Floor Steel Framing T = 31k W 2 1 x 4 4 T = 32k ELEV. = 13' - 5 1/2' V=27k C=31k C=32k V=28k T = 30k T = 30k I I X ( X 00I 00r6, First �I �I I I ELEV = 0' Oab=NOrth - _ _ I. I MOMENT FRAME ELEVATION - LINE RR NOT TO SCALE 41 46 41 46 13'-4" 13'-4" Top of Low Roof Steel Framing_ I I Top of Low Roof Steel Framing ELEV=16'-4" W16x36 ELEV.=16'-4" W16x36 0 o I� o M= ±29 K*Ft I 1 M= ±57 K*Ft EACH END I I EACH END x x x x 0 I 00 1 00 00 00 1 00 1 00 I 00 I = I 2 2 2 I I I I First Floor Slab - North _ _ I I First Floor Slab - North ELEV = 0' - 0" ELEV. = 0'- 0" i i 7 MOMENT FRAME ELEVATION - LINE RR 18 MOMENT FRAME ELEVATION - LINE LL 1/8" = 1'-0" S6.2 1/811 = 1'-0" 29'-7" 1 1 I I C = 76k C = 74k Topof Second Floor Steel Framing 1-1 ELEV. = 13'- 5 1/2" V=8 First Floor Slab - North ELEV. = 0' - 0" MOMENT FRAME ELEVATION -LINE 1 NOT TO SCALE 2 22 S6.2 V=84k 29'-7" 1 I C _ - 76k Top of Second Floor Steel_Fra - ELEV. = 13'- 5 1/2" V=82k First Floor Slab -North ELEV. = 0' - 0" MOMENT FRAME ELEVATION - LINE 1 1/8" = 1'-0" 12 S6.2 1 I C=29k {� Top of Upper Roof Steel Framing _ T - 75k Y ELEV. = 27' - 4" QA V=70k f C=86k I = 35k I I C = 98k �j Top of Second Floor Steel Frami u_ DPI T = 155k Y ELEV. = 13'- 5 1/2" V=144k I C=155k T=98k i�l xl00 I rik First Floor Slab - North ELEV. 0" 1 C = 23k Top of Upper Roof Steel Frmi ang- _ - - - T = 71k Y ELEV. = 27'- 4" QA V=69k I C=83k T = 27k I I I C = 97k T p of Second Floor Steel Framing DP T = 132k ELEV. = 13'- 5 1/2' V = 120k C = 132k T=97k �I x 001 3:I First Floor Slab - North ELEV. = 0'- 0" qp, 1 I C=24k T_opof Upper Roof Steel Framing_ _ -ELEV. = 27'- 4" T = 63k V=62k I r=29k I Top of Second Floor Steel Framing DPI I C=99k T = 126k ELEV. = 13'- 5 1/2" V = 115k I C = 126k First Floor Slab - North ELEV. = 0'_0" fidgMeE nn Iv1lvl 30'-6" 9'-11 1/4" 30'-6" W16x36 W 18x55 I I � I C=31k I I C=38k T = 79k W12x19 T = 70k C=88kk I I CO--76k V=72k I = 32K III V = 63k I = 41K T= 52k I;IDP W10x15 DPI! IC=105k T = 142k C = 1520 I I O 142k T=99k ( V V 132k T=105k � V = 13� �.oI LoI � I �I i I MOMENT FRAME ELEVATION - LINE 6 1/8" = 1'-0" KK 30'-6" 9'-11 1/4" W 18x50 W21x62 l l I 1 C=25k C=25k T = 76k W10x15 T = 78k nnBB C=2 I V=72k I C=87k T=26k 1 V=71k 1 T=24k i C = 98k I I I I C = 96k T = 132k DP W10x15 DP T = 132k C = 132k V = 121k C = 132k T=98k 1 V=121k I T=96k w 1 w 1 �I �I All I MOMENT FRAME ELEVATION - LINE 9 1/811 = 1'-0" 30'-6" 9'-11 1/4" W18x50 W 18x55 2 S6.2 30'-6" W18x50 W 2 1 x 6 2 6 S6.2 30'-6" -I I I C = 29k T=83k I T=23k A C=93k1.[CI=24k 9 0 . T=sZK L- V=80k I C = 104k I T = 144k IlDP C=144kk I V = 133k T = 104k I C=24k T=70k O C = 82k I V = 68k T = 28k I I I C=97k T = 130k DP O C = 130k (III V = 119k T = 97k C=26k I I I I C=24k I C=25k 1 W18x50 T=65k W10x15 T=73k W18x50 T=64k I Olt I V-62k C=74k I C=81k C=74k T=29k 1 V=67k II I T=25k � T=30k I V=61k I � C=102k I i I I I C=95k C=98k i i W 2 1 x 6 2 T=121k DP W10x15 DP T=131k W 2 1 x 6 2 T=126k DP C=121k t V=110k I C=131k C=126k I V=115k T=102k I V-120k ( T=95k T=98k I � I I l X X X 00 00 00 I I ( I I I MOMENT FRAME ELEVATION - LINE 14 11 1/8" = 1'-0" S6.2 AA.2 E E 13'-6" I i To_p of Low Roof_Steel Framing _ I W 16 x 3 6 1 ELEV. = 16' - 4" © Qc 0 M =±57 K*Ft N i EACH END N I I � I 00 00 00 I 00 1 =I =I I I First Floor Slab -_North ELEV. = 0'- 0" I 7 7 17 MOMENT FRAME ELEVATION - LINE 41 56.2 1/8" = 1'-0" C = 74k 21 S6.2 84k 30'-6" I C=30k op of Upper Roof Steel Framing_ _ 1 T = 78k W 18 x 5 0 ELEV. = 27' - 4" V=65k I C-81k T = 26k I 1 C=84k op of Second Floor Steel Framing_ DP T- 155k W 1 8 x 5 0 ELEV. = 13' V=145k 1 C=155k T = 84k t\ � I X �I i First Floor Slab - North 16 S6.2 MOMENT FRAME ELEVATION - LINE 19 1/8" = 1'-011 MOMENT FRAME ELEVATIONS NOTES 1. TOP OF SLAB AND TOP OF STEEL FRAMING ELEVATIONS ARE SHOWN RELATIVE TO TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0" AND ARE PROVIDED FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS AND SECTIO FOR ELEVATION OF STEEL FRAMING. 2. THE STEEL FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE CONNECTION TYPE AND DESIGN LOADS INDICATED ON THE LATERAL FRAME ELEVATIONS BASED ON THE MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL FI WELDED MOMENT CONNECTION DETAILS ON STRUCTURAL DRAWING S6.0. 3. THE MAXIMUM DESIGN VALUES SHOWN ARE FOR THE CONTROLLING LOAD EFFECTS OF EACH INDIVIDUAL MEMBER BASED ON THE ALLOWABLE STRESS DESIGN LOAD COMBINATIONS PROVIDED WITHIN THE GOVERNING BUILDING DESI CODES LISTED IN THE DESIGN DATA TABLE SHOWN ON STRUCTURAL DRAWING S0.1. 4. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS, AND ANCHORAGE. 7 8 27'-4" I I C=19k C=23k I Top of Upper Roof Steel Framing T = 47k W 1 6 x 3 6 T = 48k _ _ ELEV. = 27' - 4" 10 QA V=49k I C=60k C=55kt'V 44k T = 19k 1 = 28k C=51k I C=51k Top of Second Floor Steel_Framing -ELEV. T= 108k W 2 1 x 4 8 T= 108k Y= 13'- 5 1/2' V=100k I C=108k C=108k V=99k T=51k T=51k i "OI "DI 00 00 First Floor Slab -West ELEV. ;-V - 4" I MOMENT FRAME ELEVATION - LINE TT 1 1/811 = 1'-0" S6.2 7 8 27'-4" I ( I 1 C=18k C=20k 1 op of Upper Roof Steel Framiin& _ T = 45k W 16 x 3 6 T = 49k ELEV. = 27':-4" Q Q V= 46k I C =56k C= 59k 1 V= 48k T=18k T=15k I I C=49k C=47k 1 op of Second Floor Steel Framing_ T - 105k W 2 1 x 4 8 T = 107k V = 96k I C = 105k C = 107k I V = 99k T=49k T=47k �I �I � I �I I. I. First Floor Slab - North MOMENT FRAME ELEVATION - LINE AA.3r57 1/8" =1'-011 S6.2 27'-4" I I I C=22k C=21k I Top of Upper Roof Steel Framing _ T = 43k W 16 x 3 6 T = 44k -ELEV. = 27' - 4" V=34k I C=43k C=48k I V=38k T=23k T=22k I I 1 C=52k C=50k op of Second Floor Steel Franning T = 111k W 2 1 x 5 5 T = 113k ELEV. = 13'- 5 1/2" V=102k I C=111k C=113k 1 V=104k T = 52k T = 50k I LC) I X X 00 0 I I � I First Floor Slab - North 0" MOMENT FRAME ELEVATION - LINE KK 10 1/811 = 1'-0" 27'-4" REVISIONS CONFORMED SET MARCH 22, 2019 S T A T E PROiEC T NO. 132-0089 N PHASE 2 OF 5 IRARD AND ONIPANY LLP STRUCTURAL ENGINEERS 1 GN -1 I I I 10 WATERCHASE DRIVE ROCKY HILL. CT 06067 C = 30k I ' C = 23k I I C = 22k (860) 563-3820 T = 78k Top of Upper Roof Steel Framing T = 39k W 16 x 3 6 T = 44k _ ELEV= 27' - 4" C=81k I T = 26k V=65k V=36k I C=46k T = 24k C=50k I V=39k T = 21k �B�'®�® I I I CONp�f i ° <y C = 75k I C = 52k C = 50k I G.o "Z/ ENSEo''��� 'sp�,FsS�OAL T = 169k I DP op of Second Floor Steel Framing_ T = 110k W 2 1 x 5 5 T = 114k © ELEV. I V=158k V=101k I C=110k C=114k I V=105k T-75k 1 T = 52k T = 50k 1 I X X 0I X 0I I �I �I MOSER I First Floor Slab -North I I ELEV. = 0'- 0" PILON rl"5 MOMENT FRAME ELEVATION - LINE MMrl"4 NELSON s6.2 1/8" = 1'-011 �.2 A R C H I T E C T S 30 JORDAN LANE WETHERSFIELD, CT. 0610E ( 8 6 0 ) 563-6164 NS MOMENT FRAME ELEVATION KEYS CONTROLLING BEAM TOP FLANGE COMPRESSION (C) AND TENSION (T) FORCES FOR USE IN STIFFENER PLATE DESIGN. BEAM SIZE _ TITLE WEB DOUBLE PLATE (DP) C = **k * * * C = **k k W x T- �P ** v k LATERAL FRAME ELD a- O DP ELEVATIONS COLUMN SIZE * C = **k C = **k i�X T- k T= CONTROLLING COLUMN WEB SHEAR (V) FOR USE IN WEB DOUBLE PLATE DESIGN. �k * MOMENT CONNECTION TYPE `- CONTROLLING BEAM BOTTOM FLANGE COMPRESSION (C) AND DESIGNATION, REFER TO TENSION (T) FORCES FOR USE IN STIFFENER PLATE DESIGN. DRAWING S6.0 FOR DETAILS. WIDE FLANGE COLUMN MOMENT FRAMES DATE 11 /2/2018 I I BEAM SIZE -� * (� MOMENT CONNECTION TYPE DESIGNATION, COPYRIGHT Cc) x * * * * I I W x REFER TO DRAWING S6.0 FOR DETAILS. Moser Pilon Nelson Architec .� COLUMN SIZE -� I I © c * I M = **k*Ft M = **k*Ft DWG. NO. V) LI =II CONTROLLING BEAM END MOMENT FOR USE IN CONNECTION DESIGN.2 S6* HOLLOW STRUCTURAL STEEL COLUMN MOMENT FRAMES n VERTICAL AND DIAGONAL TRUSS WEBS, BEAM Y CONFIGURATION IS RESPONSIBILITY OF 1 1/2 DEEP 20 GAGE I TRUSS MANUFACTURER. ' STEEL ROOF DECK TOP CHORD 4 2'-111 / CANTIL. m opofUpperRoofSteelFramin /------ ----- ---------- ELEV. = 27' - 4" BOTTOM CHORD WIDE FLANGE STEEL BEAM, I j REFER TO FRAMING PLAN. I S" 15'-511 LIGHT GAGE METAL TRUSS TYPE T-3 4 1/411 =1'-011 S6.3 TRUSS T-3 TRUSS HT-2 1 1/2 DEEP 20 GAGE I VERTICAL AND DIAGONAL TRUSS WEBS, 1 STEEL ROOF DECK CONFIGURATION IS RESPONSIBILITY OF TRUSS MANUFACTURER. I TOP CHORD 12" OVERFRAMED ROOF TRUSSES AT 48" ox., 4"_ REFER TO FRAMING PLAN FOR LAYOUT 1 M � I T p Of Upper Roof Steel Framing ELEV. = 27' - 4" DD GG I I TOP CHORD 1 1/2 DEEP 20 GAGE TOP CHORD I I STEEL ROOF DECK I VERTICAL AND DIAGONAL TRUSS WEBS, CONFIGURATION IS RESPONSIBILITY OF O / I 12 TRUSS MANUFACTURER. O CANTIL. 4 / / I \ 6 1/2" THICK CONCRETE m I I I SLAB ON DECK -- -- - To O_fU erRoofSteelFramin-------------- IN ----------- ELEV. =27'-4" / BOTTOM CHORD I I ELEVATOR SHAFT x BOTTOM CHORD I WIDE FLANGE STEEL BEAM, I n.°'v � y' REFER TO FRAMING PLAN. I ;_ VERTICAL AND DIAGONAL TRUSS WEBS, CONFIGURATION O IS RESPONSIBILITY OF TRUSS MANUFACTURER. 5"% 10'-8" 2" 3" 4'-4" TRUSS T-4A TRUSS T-413 H � O LIGHT GAGE ROOF TRUSS T-6 s LIGHT GAGE ROOF TRUSS T-5 7 LIGHT GAGE HIP TRUSS HT-2 6 LIGHT GAGE METAL ROOF TRUSS T-4A AND T-4B 5 1/4" = 1'-0" S6.3 1/411 =1'-0" S6.3 1/411 = 1'-0" 56.3 1/411 =1'-0" S6.3 w H w U WF BEAM 14 WF BEAM WF BEAM HIP TRUSS TRUSS T-3 WF BEAM WF BEAM 14 WF BEAM 0 ' 1 1/2 DEEP 20 GAGE I VERTICAL AND DIAGONAL TRUSS WEBS, 14 1 1/2 DEEP 20 GAGE �{ STEEL ROOF DECK [� 1 1/2 DEEP 20 GAGE STEEL ROOF DECK I CONFIGURATION IS RESPONSIBILITY OF I I OVERFRAMED ROOF TRUSSES AT 48" o.c., STEEL ROOF DECK OVERFRAMED ROOF TRUSSES AT 48" o.c., TOP CHORD TRUSS MANUFACTURER. I OVERFRAMED ROOF TRUSSES AT 48" o.c., TOP CHORD h�l ' I I I O W REFER TO FRAMING PLAN FOR LAYOUT 1 REFER TO FRAMING PLAN FOR LAYOUT - TOP CHORD 12" REFER TO FRAMING PLAN FOR LAYOUT I TOP CHORD �/ 4 12 1 1/2 DEEP 20 GAGE STEEL ROOF DECK WF BEAM HIP TRUSS 411 V 1 w r 4" � I i l 11 1 1/2 DEEP 20 GAGE STEEL ROOF DECK I I VERTICAL AND DIAGONAL TRUSS WEBS, 1 / VERTICAL AND DIAGONAL TRUSS WEBS, I VERTICAL AND DIAGONAL TRUSS WEBS, VERTICAL AND DIAGONAL TRUSS WEBS, CONFIGURATION IS RESPONSIBILITY OF I I 4 I CONFIGURATION IS RESPONSIBILITY OF TOP CHORD I CONFIGURATION IS RESPONSIBILITY OF / O\ CONFIGURATION IS RESPONSIBILITY OF OVERFRAMED ROOF TRUSSES AT 48 o.c., O TRUSS MANUFACTURER. I ��I �' I �' '/LAYOUTI TRUSS MANUFACTURER. TRUSS MANUFACTURER. (' REFER TO FRAMING PLAN F R 0 / I TRUSS MANUFACTURER. "��� / I �j-- -12 6 / S / I 11 m i / / I / I �M ' i / / I / I M i' / / I II M 2 4 M Wt! i IW ��i / 1 / / PII To ofU _erRoofSteelFramin----------------- To ofU erRO_ofSteeLFramin------------------ To ofU erRoofSteelFramin _-------------- ( To ofU erRoofSteelFramin ----- To ofU erRoofSteelFramin ------------------- ELEV.= 7p-4"----g- _p Lp - p-pp-----� p pp-----�- -p �P - -- --- - ELEV. = 27' - 4" y ELEV. = 27' - 4" ELEV. = 27' - 4" ELEV. = 27' - 4" i O BOTTOM CHORD BOTTOM CHORD I BOTTOM CHORD I I BOTTOM BOTTOM CHORD1. E...Il WIDE FLANGE STEEL BEAM, WIDE FLANGE STEEL BEAM WIDE FLANGE STEEL BEAM WIDE FLANGE STEEL BEAM, CHORD 1 I WIDE FLANGE STEEL BEAM, v % REFER TO FRAMING PLAN. • T I REFER TO FRAMING PLAN. I I REFER TO FRAMING PLAN. I REFER TO FRAMING PLAN. T I REFER TO FRAMING PLAN. n 111-511 6112 6 2 I I 10" VARIES, REFER TO' 15'-5" 13'-6" I 14'-211 1'-5" VARIES, REFER TO PLAN FOR LAYOUT PLAN FOR LAYOUT LIGHT GAGE ROOF TRUSS T-11 13 LIGHT GAGE ROOF TRUSS T-10 12 LIGHT GAGE ROOF TRUSS T-9 11 LIGHT GAGE ROOF TRUSS T-8 10 LIGHT GAGE ROOF TRUSS T-7 9 1/4" = 1'-0" 56.3 1//� 11 =1'-011 56.3 1/411 = 1'-0" S6.3 1/411 = 1'-011 56.3 1/411 = 1'-011 S6.3 �F KK HIP TRUSS KK HIP TRUSS TRUSS T-13 KK MM WF BEAM 6 WF BEAM VERTICAL AND DIAGONAL TRUSS WEBS, 6 HIP TRUSS 1 VERTICAL AND DIAGONAL TRUSS WEBS, ' OVERFRAMED ROOF TRUSSES AT 48" o.c., 1 1/2 DEEP 20 GAGE TOP CHORD I CONFIGURATION IS RESPONSIBILITY OF CONFIGURATION IS RESPONSIBILITY OF I STEEL ROOF DECK I I TRUSS MANUFACTURER TRUSS HT-1 COORDINATE LOCATION OF SUPPORTED TRUSSES COLUMN 1 1/2 DEEP 20 GAGE STEEL ROOF DECK WITH TRUSS LAYOUTAND FRAMING PLAN. TOP CHORD I I 1 1/2 DEEP 20 GAGE ' VERTICAL AND DIAGONAL TRUSS WEBS, I 12" STEEL ROOF DECK CONFIGURATION IS RESPONSIBILITY OF 4"� TRUSS MANUFACTURER. I Top of Low Roof Steel Framing WP I 1 /' j Top_of Low Roof Steel Framing WID - ELEV. = 16' - 4" ELEV. m BOTTOM CHORD m -' WIDE FLANGE STEEL BEAM, 511 REFER TO FRAMING PLAN. T-1" VARIES, REFER TO PLAN FOR LAYOUT CANTI L. LIGHT GAGE METAL ROOF TRUSS TYPE T-2 3 LIGHT GAGE METAL HIP TRUSS HT-11/411 = 1'-011 S6.3 1/4" = 1'-0" COORDINATE LOCATION OF SUPPORTED TRUSSES HIP TRUSS WITH TRUSS LAYOUT AND FRAMING PLAN. I 1 1/2 DEEP 20 GAGE STEEL ROOF DECK i VERTICAL AND DIAGONAL TRUSS WEBS, I TOP CHORD 1 1/2 DEEP 20 GAGE CONFIGURATION IS RESPONSIBILITY OF I 1211 I STEEL ROOF DECK - TRUSS MANUFACTURER. 4111 M / m , �I WP ELTop of Upper Roof Steel Framing_ _ - - - - - - - - - - To o_f Upper Roof Steel Framing _ - - - - - - EV. = 27' - 4" ELEV = 27' - 4" BOTTOM CHORD BOTTOM CHORD WIDE FLANGE STEEL BEAM, I WIDE FLANGE STEEL BEAM, 5" REFER TO FRAMING PLAN. REFER TO FRAMING PLAN. 2'-1" VARIES, REFER TO PLAN VARIES, REFER TO PLAN FOR LAYOUT FOR LAYOUT 1 1/2 DEEP 20 GAGE STEEL ROOF DECK VERTICAL AND DIAGONAL TRUSS WEBS, I TOP CHORD CONFIGURATION IS RESPONSIBILITY OF 4 2" TRUSS MANUFACTURER. I i 11 ' 2 To o_fUpper Roof Steel Framin�_---------- I_I ELEV. = 27- 4" BOTTOM CHORD WIDE FLANGE STEEL BEAM, 7111 VARIES, REFER TO REFER TO FRAMING PLAN. PLAN FOR LAYOUT CANTIL. LIGHT GAGE ROOF TRUSS T-16 1s 1/411 = 1'-011 S6.3 REVISIONS RR 1 1/2 DEEP 20 GAGE LL CONFORMED SET TRUSS T-2 TRUSS T-2 TRUSS T-2 TRUSS GT-1 STEEL ROOF DECK HIP TRUSS HT-1 AT GIRDER TRUSS GT-1 ONLY, MARCH 22, 2019 REFER TO FRAMING PLAN FOR LAYOUT. I TOP CHORD TOP CHORD / I 12" / 12"I 411� i \\ �n = CANTIL I - - , -� i I , ✓ ♦ 1 I op of Low Roof Steel FramingP _ W ELEV. = 16' - T - - -i--------------------- BOTTOM CHORD VERTICAL AND DIAGONAL TRUSS WEBS, CONFIGURATION BOTTOM CHORD:�' I IS RESPONSIBILITY OF TRUSS MANUFACTURER. I VERTICAL AND DIAGONAL TRUSS WEBS, CONFIGURATION WIDE FLANGE STEEL BEAM, REFER TO FRAMING PLAN. IS RESPONSIBILITY OF TRUSS MANUFACTURER. 51132'-0" 2" 2 LIGHT GAGE METAL ROOF TRUSS T-1 AND GIRDER TRUSS GT-1 1 STATE PROJECT NO. S6.3 1/411 = 1'-011 �63 132-0089 N PHASE 2 OF 5 TRUSS TRUSS TRUSS WF BEAM I I I I I REFER TO FRAMING PLAN FOR LAYOUT TRUSS MANUFACTURER. 12" _ 1 1/2 DEEP 20 GAGE 1 1/2 DEEP 20 GAGE STEEL ROOF DECK I VERTICAL AND DIAGONAL TRUSS WEBS, 4"� 1 1/2 DEEP 20 GAGE I 4"1211 CONFIGURATION IS RESPONSIBILITY OF ' STEEL ROOF DECK 2 4 I TOP CHORD 4"1 �' VERTICAL AND DIAGONAL TRUSS WEBS, ( TOP CHORD STEEL ROOF DECK I TOP CHORD ' RUSS MANUFACTURER. I I / CONFIGURATION IS RESPONSIBILITY OF / CANTIL TRUSS MANUFACTURER. 411 m m m m 2 / 2 ' / 3 ��� / I / 311 / L _ _ _ -/ - - - - / - - - -/ - - I / / - - - - - -/- - - - I -/- - - - - I WP / / / - - - - - / - - - - -/ - - - - Topof Upper Roof Steel Framin6_ - Top of Upper Roof Steel Framing Tom of Upper Roof Steel Framing Tom of Upper Roof Steel Framm� - ELEV. = 27' - 4" � ELEV. = 27' - 4" ELEV. = 27' - 4" � ELEV. = 27' - 4" I WIDE FLANGE STEEL BEAM, BOTTOM CHORD WIDE FLANGE STEEL BEAM, _ BOTTOM CHORD IRARD ' I WIDE FLANGE STEEL BEAM, I i I REFER TO FRAMING PLAN. WIDE FLANGE STEEL BEAM, AND REFER TO FRAMING PLAN. i REFER TO FRAMING PLAN. I 8" 15'-211 REFER TO FRAMING PLAN. 811VARIES, REFER TO OMPAI\IV VARIES, REFER TO PLAN FOR LAYOUT I I Y-11 1/4" 5-3 3/4" LIGHT GAGE ROOF TRUSS T-15 17 LIGHT GAGE ROOF TRUSS T-14 r16 LIGHT GAGE ROOF TRUSS T-13 r15 1/411 = 1'-011 �6.3 1/411 = 1'-011 S6.3 1/411 = 1'-01' S6.3 5 VERTICAL AND DIAGONAL TRUSS WEBS, WF BEAM 5 VERTICAL AND DIAGONAL TRUSS WEBS, 6 5 6 CONFIGURATION IS RESPONSIBILITY OF CONFIGURATION IS RESPONSIBILITY OF VERTICAL AND DIAGONAL TRUSS WEBS, TRUSS MANUFACTURER. 6 TRUSS MANUFACTURER. I I CONFIGURATION IS RESPONSIBILITY OF 1 1/2 DEEP 20 GAGE I TOP CHORD I 1 1/2 DEEP 20 GAGE I TOP CHORD I I TRUSS MANUFACTURER. 1 STEEL ROOF DECK I STEEL ROOF DECK I DEEP( 12 12 12 " STEEL ROOF DECK GE 411 12 4"� �411 - 4"1 1211 TOP CHORD1. - 1'-1111 211 21 1 1111 d 14" 11" - 1'-11" 2" m CANTIL. C NTIL m CANTIL. t WID\�\ �W�I WP CANTIL. P 211 /�� I / Top of UpperRoofSteelFraming_---------------- To�ofUpperRoofSteeIFraming---------------- � / WP ELEV. = 27' - 4" - ELEV. = 27' - 4" 1 ' I BOTTOM CHORD I m BOTTOM CHORD m '___________________ WIDE FLANGE STEEL BEAM, f -� To of Upper Roof Steel Framing_ _ WIDE FLANGE STEEL BEAM, ( `� ELEV-.= 27' - 4" REFER TO FRAMING PLAN. I REFER TO FRAMING PLAN. h- WIDE FLANGE STEEL BEAM, 3" I 13'-411 3116" T' 14'-111 2" I REFER TO FRAMING PLAN. 31114'-111 1'-6" 2 4 PLAN FOR LAYOUT LLP STRUCTURAL ENGINEERS CANTIL. DRIVE LIGHT GAGE ROOF TRUSS T-12r13� 10WAHILL. CS 0606 ROCKY HILL. CT 06067 (860)563-3820 1/411 = 1'-011 S6.3 5 HIPTRUSS �ee�a+ea�tsAaaa C O NIV� m� o.......... o , 1 1/2 DEEP 20 GAGE STEEL ROOF DECK I TOP CHORD N . 15911 i ..< V• a;°��`�� VERTICAL AND DIAGONAL TRUSS WEBS 1211 O�nq. E...... � �1 I � d�•ee�gnA e+re��``� CONFIGURATION IS RESPONSIBILITY OF 2 4" � TRUSS MANUFACTURER. I Tqp Of Upper Roof Steel Framing �E- LEV. = 27' - 4" m BOTTOM CHORD WIDE FLANGE STEEL BEAM, r-1 MO SER REFER TO FRAMING PLAN. 3" 1 VARIES, REFER TO PLAN FOR LAYOUT PILON LIGHT GAGE ROOF TRUSS T-20 22 LIGHT GAGE ROOF TRUSS T-19 21 LIGHT GAGE ROOF TRUSS 1 -18 f 20 1 LIGHT GAIGE ROOF TRUSS 1-17 f 19 A NELSON 1/411 = 1'-0" S6.3 1/411 = 1'-0" S6.3 1/411= 1'-0" S6.3 1/411 = 1'-011 S6.3 A R C H I T E C T S 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 LIGHT GAGE METAL FRAMED ROOF TRUSS NOTES TITLE 1. ROOF TRUSSES SHALL BE PRE-ENGINEERED AND PRE -FABRICATED WITH ASTM A653 6. PROVIDE DOUBLE TRUSSES AND/OR GIRDER TRUSSES AT LOCATIONS SHOWN ON THE ROOF TRUSS QUALITY SHEET COMPNENTS HAVING A MINIMUM YIELD STRENGTH OF 50,000 p.s.i. TRUSS FRAMING PLAN AND AS REQUIRED FOR THE TRUSS LOADING CONDITIONS. ELEVATIONS AND 2. ALL COLD -FORMED STEEL TRUSS MEMBERS SHALL BE DESIGNED ACCORDING TO THE LATEST 7. PRIOR TO TRUSS FABRICATION, PREPARE AND SUBMIT SHOP DRAWINGS OF THE TRUSSES DETAILS AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." SHOWING TRUSS LAYOUT, MEMBER SIZES AND STEEL GAGE, MEMBER TYPE AND LOCATION, 3. TRUSS FABRICATOR SHALL HAVE A MINIMUM OF FIVE (5) YEARS CONTINUOUS TRUSS STRESSES, LOADING., TEMPORARY AND PERMANENT BRACING, TYPE OF CONNECTORS AND FABRICATION EXPERIENCE. TRUSSES SHALL BE DETAILED AND FABRICATED IN ACCORDANCE DETAILS FOR FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF A PROFESSIONAL WITH AISI's LATEST SPECIFICATION EDITION. ENGINEER REGISTERED IN THE STATE OF CONNECTICUT, ALSO INCLUDE TRUSS LAYOUT AND ERECTION PLAN SHOWING TRUSS LOCATIONS AND DESIGNATIONS. 4. PROVIDE TEMPORARY AND PERMANENT TRUSS BRACING AS REQUIRED PER AISI SPECIFICATION FOR ALL DESIGN LOADS INDICATED. PROPER HANDLING, SAFETY PRECAUTIONS AND PROCEDURES, 8. TRUSS MANUFACTURER IS RESPONSIBLE FOR ALLTRUSS CONNECTIONS, LIGHT GAGE FRAMING TO AND PROPER INSTALLATION ARE THE CONTRACTOR'S RESPONSIBILITY. TRUSS CONNECTIONS OTHERWISE NOT SHOWN ON PLAN AND/OR DETAILS, AND LIGHT GAGE DATE 11/2/2018 STEEL CONNECTORS, TO STRUCTURAL STEEL FRAMING TO RESIST UPLIFT AND SHEAR LOADS FROM 5. TRUSS DESIGN LOADING AND SPACING SHALL BE AS FOLLOWS: ROOF LIGHT GAGE FRAMING SYSTEM. ALL CONNECTOR TYPES SHALL BE SUBMITTED FOR REVIEW COPYRIGHT (c) a. TRUSS SPACING = 4'-0" o.c. BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE CONNECTOR TYPE, LOAD CAPACITY, AND Moser Pilon Nelson Architects b. TOP CHORD: DEAD LOAD = 60 PLF, SNOW LOAD = 120 PLF LOCATIONS. DWG. NO. c. BOTTOM CHORD: DEAD LOAD = 40 PLF d. WIND LOADS: REFER TO DESIGN DATA ON S-601 (IN ADDITION TO TOP CHORD LOADING.) S6.3 C O L U M N SCHEDULE - ALTERNATE N0.1 COLUMN SCHEDULE NOTES REVISIONS CONFORMED SET MARCH 22, 2019 MOMENT CONNECTION TYPE DESIGNATION, REFER TO LATERAL FRAME TOP OF COLUMN ELEVATION ELEVATIONS AND DETAILS ON DRAWINGS S6.0, S6.1, AND S6.2. MEASURED FROM REFERENCE LEVEL lit REFERENCE ELEVATION AT TOP � j` OF COLUMN CAP PLATE iL Rcfcrcnrc I clicl (+) I ELEV. =See Schedule () DP MC QA COLUMN CAP PLATE COLUMN WEB DOUBLE PLATE IF 1J REQUIRED, REFER TO LATERAL FRAME "I ELEVATIONS FOR DESIGN LOADS. "' STEEL COLUMN, SEE z / SCHEDULE FOR SIZE J COLUMN SIZE, SEE SCHEDULE 0U Reference Level _ (+) ELEV. = See Schedule ( ) BOTTOM OF BASEPLATE ELEVATION MEASURED FROM TOP OF 1ST FLOOR SLAB COLUMN SCHEDULE LEGEND 3/411 = 11-011 29'-711 1 I I C = 11k Top of Upper Roof Steel Framing_ - T = 39k W 1 8 x 4 0 ELEV. = 27' - 4" A = I C=28k V 24k T= 17k 01 �I x 00 �I I Top of Second Fioo_r Steel Framing - W 16 x 3 6 ELEV. = 13' - 5 1/211 2 1 x 5 5 ALTERNATE DESIGN OPTION NO. 1 MOMENT FRAME ELEVATION - LINE 1.4 1/811= 1'-011 3 TOP CHORD 1 I I C = 11k T=39k (A C=28k' T = 17k W 24x6 REFERENCE ELEVATION AT BOTTOM OF COLUMN BASE PLATE COLUMN BASE PLATE SET ON NON - SHRINK GROUT, SEE SCHEDULE FOR SIZE I I C=12k To _of Upper Roof Steel Framing_ _ T = 33k r- ELEV. = 2T - 4" n V=24k V=24k I C=28k T = 17k 0' xI00 I II1 To _of Second Floor Steel Framing_ ELEV. = 13' - 5 1/2" 2 4 x 6 8 29'-7'1 W 18x40 W16x36 ALTERNATE DESIGN OPTION NO. 1 5 MOMENT FRAME ELEVATION - LINE 1.4 S6.4 1/8f1 = 1'-011 6 1.4 WF BEAM TRUSS 1 1/2 DEEP 20 GAGE STEEL ROOF DECK I i VERTICAL AND DIAGONAL TRUSS WEBS, CONFIGURATION IS RESPONSIBILITY OF I \ _ 1211 TRUSS MANUFACTURER. t_�d�\I4" 211 i9„I WP To _of Upper Roof Steel Framing_ ------------------- ?' ELEV. = 27' - 4" - I WIDE FLANGE STEEL BEAM, .L.r. `-- BOill Oivl CHORD REFER TO FRAMING PLAN. I} V-6" 14'-10" 2" ALTERNATE DESIGN OPTION NO. 1 LIGHT GAGE METAL ROOF TRUSS T-22 7 1/411 = 1'-0" S6.4 OVERFRAMED ROOF TRUSSES AT 48" o.c., REFER TO FRAMING PLAN FOR LAYOUT Top of Upper Roof Steel_Framing 71 ELEV. = 27' - 4" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" TOP OF HIGH ROOF STEEL TOP OF HIGH ROOF STEEL 271 - 411 MC (D MC(z) I I Mc(z) I MCQA MCQA Mc(z) Mc(z) I McQA i 271 - 411 0 I I 0 I i I I x I I x x x I I 00 co 00 co 3: I I I I I I 3: 3: I I I i I I TOP OF 2ND FLOOR STEEL I I I I I I I I TOP OF 2ND FLOOR STEEL 13' - 5 1/2" W21 I MC© I I MC© I W24 W24 W21 I MC© I I Mc© I 13' - 5 1/2" I I > 1 I I °In° ( 00 I m Ln Ln x °In° I 00 Ln I xl 00 xl 00 x 00 x 00 k.0 x xl 00 xl 00 I I = I I TOP OF SLAB ON I I I I I i I I TOP OF SLAB ON GRADE - NORTH GRADE - NORTH 01-011 0'-0" -1011 -1011 -101' _1011-1-10" -10" -1011 PLAN DETAIL N/A B/S5.3 C/S5.3 L/S5.3 N/A L/S5.3 N/A G/S5.3 N/A E/S5.3 J/S5.3 PLAN DETAIL BASEPLATE SIZE N/A 16" x 16" x 3/4" 16" x 16" x 3/4" 16" x 16" x 3/4" N/A 16" x 16" x 3/4" N/A 16" x 14" x 3/4" N/A 17" x 14" x 3/4" 14" x 14" x 3/4" BASEPLATE SIZE GRID REFERENCE Z-1.4 Z-2 Z-4 CC.9-4 FF-1.4 HH.1-4 PP-1.4 PP-4 UU-1.4 UU-2 UU-3 GRID REFERENCE I C = 12k I T - 33k A C=28kV=24k T = 17k `' xI00 III W21x5 1 1/Z UEEP ZU GAGt STEEL ROOF DECK - 12" 4111 s 2 3 22'-1'1 II C=13k I C=17k To of U er Roof Steel FramL p p T=45k W 1 6 x 3 6 T=37k _ ELEV. = 27' - 4" _l Q 1 ] V = 38k C = 47k C = 44k = 36k T = 17k I T = 16k I C=45k C=45k h Top of Second Floor Steel Framing I T= 91k W 18 x 3 5 T= 91k - EL-ELEV. = 13 - 5 1/2 i V-85k C=91k C=91k V=84k T=45k T=45k I Ln I LO 00 1 00 1 �I �I First Floor Slab - N_orth I I _ _ _ _ _ _ ELEV. = 0' - 0" II I II II I II ALTERNATE DESIGN OPTION NO. 1 MOMENT FRAME ELEVATION - LINE UU 3 2 4 22'-411 I C=13k C=13k I Top of Upper Roof Steel Framing _ T = 43k W 1 6 x 3 6 T = 43k LEV. = 2T - 4" -1#1O n V-31�I T=21k T=2131k k I� V= C=43k Top of Second Floor Steel Framing I T = 90k W 18 x 3 5 ELEV. = 13' - 5 1/2" V=83k C=90k T=43k I 00 Ln x 00 1 �I I First Floor Slab - North II' II ALTERNATE DESIGN OPTION NO. 1 MOMENT FRAME ELEVATION - LINE Z 1/811 = 11-011 C=43k1 T = 90k t01I C=90k T=43k I� V=83k z S6.4 1. STRUCTURAL STEEL WIDE FLANGE (WF) COLUMNS TO BE ASTM A-992, F,,=50.0 ksi SQUARE AND RECTANGULAR STRUCTURAL HSS TUBING TO BE ASTM A-500, GRADE 'B'STEEL, F,,=46.0 ksi ROUND STRUCTURAL HSS TUBING TO BE ASTM A-500, GRADE'B' STEEL, Fv=42.0 ksi 2. COLUMN BASES TO BE SET ON LEVELING NUTS AND WASHERS UNLESS NOTED OTHERWISE. 3. ANCHOR RODS TO BE MANUFACTURED FROM ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE IN PLAN DETAILS. ANCHOR ROD SIZES SHALL BE PROVIDED AS FOLLOWS UNLESS PLAN DETAILS INDICATE OTHERWISE. WF (4) - 11" x 1'-4" LONG HEADED ANCHOR ROD HSS (4) - 3/4"� x V-4" LONG HEADED ANCHOR ROD 4. COLUMN BASES TO BE DRY PACKED SOLID UNDER BASE PLATES WITH 2" MINIMUM 5,000 psi NON -SHRINK GROUT AFTER STEEL HAS BEEN PLUMBED AND LEVELED. 5. ERECTION TOLERANCES OF ALL COLUMNS AND FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH ALL AISC STANDARDS AND PROJECT SPECIFICATIONS. 6. TOP OF COLUMN ELEVATIONS GIVEN ARE TO TOP OF CAP OR COLUMN AT CENTERLINES RELATIVE (+/-) TO THE LEVEL REFERENCED IN THE SCHEDULE. 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY LATERAL ERAL SUPPORT TO THE STEEL EEL FRAMING DURING CONS T RUC I ION. THE TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL ALL COLUMN SPLICES, FRAME MOMENT CONNECTIONS, AND STEEL DECK HAVE BEEN COMPLETELY INSTALLED AND ACCEPTED. 8. STEEL FABRICATOR TO PROVIDE MASONRY TIE ANCHORS WELDED TO ALL COLUMN FACES WHERE MASONRY IS ADJACENT TO OR BUTTS AGAINST COLUMN FACES. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. 9. PROVIDE 3/8" THICK SEAL WELDED CLOSURE PLATE ON TOP OF ALL HSS COLUMNS TYPICAL U.N.O. 10. ALL COLUMN ENDS AT CAP AND BASE PLATES, AND COLUMN SPLICES, TO BE MILLED ENDS TYPICAL. NO EXCEPTIONS. MOMENT FRAME ELEVATIONS NOTES 1. TOP OF SLAB AND TOP OF STEEL FRAMING ELEVATIONS ARE SHOWN RELATIVE TO TOP OF NORTH CONCRETE SLAB ON GRADE ELEVATION = 0'-0" AND ARE PROVIDED FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS AND SECTIONS FOR ELEVATION OF STEEL FRAMING. 2. THE STEEL FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE CONNECTION TYPE AND DESIGN LOADS INDICATED ON THE LATERAL FRAME ELEVATIONS BASED ON THE MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL FIELD WELDED MOMENT CONNECTION DETAILS ON STRUCTURAL DRAWING S6.0. 0 TLJC (1AAVIAAI IAA hCCI('K1 \/AI I ICC CLlf-MA/AI ADC rr1D TUC f`!'1 AITD/ll 1 IAI/" 1 nAr\ rrrrrTC f-I CAf`LJ IAiflll/IrN11A1 AACAADCD J. I I IL Wit MUM UM ULJI I]IV VMLULJ JnvVV IN; 1ARL rvn I FIL I UIV I RU LLI NU LV/1 AL) Lr FE%\ I J VI �r1�n IIVUI V IUUM IVILIVIOLI\ BASED ON THE ALLOWABLE STRESS DESIGN LOAD COMBINATIONS PROVIDED WITHIN THE GOVERNING BUILDING DESIGN CODES LISTED IN THE DESIGN DATA TABLE SHOWN ON STRUCTURAL DRAWING S0.1. 4. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS, AND ANCHORAGE. MOMENT FRAME ELEVATION KEYS CONTROLLING BEAM TOP FLANGE COMPRESSION (C) AND II �I BEAM SIZE , TENSION (T) FORCES FOR USE IN STIFFENER PLATE DESIGN. MED rinl 101 C VVLU UIJVULL PLATE (DP) C = **k C = **k T=**k W**x** T=**k DP DP V=**� A OA COLUMN SIZE * T - **k T = **k CONTROLLING COLUMN WEB SHEAR (V) �x FOR USE IN WEB DOUBLE PLATE DESIGN. * MOMENT CONNECTION TYPE CONTROLLING BEAM BOTTOM FLANGE COMPRESSION (C) AND 3: DESIGNATION, REFER TO TENSION (T) FORCES FOR USE IN STIFFENER PLATE DESIGN. DRAWING S6.0 FOR DETAILS. WIDE FLANGE COLUMN MOMENT FRAMES II 1 BEAM SIZE --1 A- ArA1T l"/"1AI AIrrTIll AI -1- PIr 1- A -hi - IVIVNICNI COIVINECHON ITYLUCJIGNA110IV, x I %A/ * * „ * * REFER TO DRAWING S6.0 FOR DETAILS. COLUMN SIZE �* x * V) V) I M = **k*Ft M = **k*Ft I I� II CONTROLLING BEAM END MOMENT FOR USE IN CONNECTION DESIGN. HOLLOW STRUCTURAL STEEL COLUMN MOMENT FRAMES 4 LIGHT GAGE METAL FRAMED ROOF TRUSS NOTES HIP TRUSS HT-2 AT GIRDER TRUSS GT-2 ONLY, REFER TO FRAMING PLAN FOR LAYOUT. I 1. ROOF TRUSSES SHALL BE PRE-ENGINEERED AND PRE-FABRICA T ED WITH ASTM A6S3 6. PROVIDE DOUBLE TRUSSES AND/OR GIRDER TRUSSES AT LOCATIONS SHOWN ON THE ROOF TRUSS T-3, REFER TO QUALITY SHEET COMPNENTS HAVING A MINIMUM YIELD STRENGTH OF 50,000 p.s.i. TRUSS FRAMING PLAN AND AS REQUIRED FOR THE TRUSS LOADING CONDITIONS. TOP CHORD FRAMING PLAN FOR LAYOUT. 2. ALL COLD -FORMED STEEL TRUSS MEMBERS SHALL BE DESIGNED ACCORDING TO THE LATEST 7. PRIOR TO TRUSS FABRICATION, PREPARE AND SUBMIT SHOP DRAWINGS OF THE TRUSSES 1 211 OVERFRAMED ROOF TRUSSES AT 48" o.c., AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." SHOWING TRUSS LAYOUT, MEMBER SIZES AND STEEL GAGE, MEMBER TYPE AND LOCATION, \ 1411 ( REFER TO FRAMING PLAN FOR LAYOUT 3. TRUSS FABRICATOR SHALL HAVE A MINIMUM OF FIVE (5) YEARS CONTINUOUS TRUSS STRESSES, LOADING, TEMPORARY AND PERMANENT BRACING, TYPE OF CONNECTORS AND \ ' 1 1/2 DEEP 20 GAGE FABRICATION EXPERIENCE. TRUSSES SHALL BE DETAILED AND FABRICATED IN ACCORDANCE DETAILS FOR FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF A PROFESSIONAL \ STEEL ROOF DECK WITH AISI's LATEST SPECIFICATION EDITION. ENGINEER REGISTERED IN THE STATE OF CONNECTICUT. ALSO INCLUDE TRUSS LAYOUT AND ERECTION PLAN SHOWING TRUSS LOCATIONS AND DESIGNATIONS. 4. PROVIDE TEMPORARY AND PERMANENT TRUSS BRACING AS REQUIRED PER AISI SPECIFICATION FOR ALL DESIGN LOADS INDICATED. PROPER HANDLING, SAFETY PRECAUTIONS AND PROCEDURES, 8. TRUSS MANUFACTURER IS RESPONSIBLE FOR ALLTRUSS CONNECTIONS, LIGHT GAGE FRAMING TO AND PROPER INSTALLATION ARE THE CONTRACTOR'S RESPONSIBILITY. TRUSS CONNECTIONS OTHERWISE NOT SHOWN ON PLAN AND/OR DETAILS, AND LIGHT GAGE - - - - - - - - - - - - - - - - STEEL CONNECTORS TO STRUCTURAL STEEL FRAMING TO RESIST UPLIFT AND SHEAR LOADS FROM 5. TRUSS DESIGN LOADING AND SPACING SHALL BE AS FOLLOWS: ROOF LIGHT GAGE FRAMING SYSTEM. ALL CONNECTOR TYPES SHALL BE SUBMITTED FOR REVIEW DIAGONAL TRUSS WEBS, CONFIGURATION a. TRUSS SPACING = 4'-0" o.c. BY ENGINEER OF: RECORD. SUBMISSIONS SHALL INCLUDE CONNECTOR TYPE, LOAD CAPACITY, AND ILITY OF TRUSS MANUFACTURER. I b. TOP CHORD: DEAD LOAD = 60 PLF, SNOW LOAD = 120 PLF LOCATIONS. STEEL BEAM, REFER TO FRAMING PLAN. c. BOTTOM CHORD: DEAD LOAD = 40 PLF ALTERNATE DESIGN OPTION NO. 1 LIGHT GAGE METAL ROOF TRUSS T-21 AND GIRDER TRUSS GT-2 1/411 = 11-011 3 WF BEAM TRUSS I VERTICAL AND DIAGONAL TRUSS WEBS, ' CONFIGURATION IS RESPONSIBILITY OF TRUSS MANUFACTURER. 1 1/2 DEEP 20 GAGE I STEEL ROOF DECK TOP CHORD i 12" 12" 911 211 411 41' I To ofgMerRoofSteel FramingT-------------- i ELEV. = 27' - 411 1 BOTTOM CHORD WIDE FLANGE STEEL BEAM, REFER TO FRAMING PLAN. 6" Ik3" 13'-4" 2" l ALTERNATE DESIGN OPTION NO. 1 LIGHT GAGE METAL ROOF TRUSS T-24 1/4" = 1'-0" 9 rr A 30.4 1. 1 1/2 DEEP 20 GAGE STEEL ROOF DECK - OVERFRAMED ROOF TRUSSES AT 48" o.c., REFER TO FRAMING PLAN FOR LAYOUT To of Upper Roof Steel Framing _ tLLV. = 27' - 4" m WIDE FLANGE STEEL BEAM, REFER TO FRAMING PLAN. - 3 6 WF BEAM TRUSS I VERTICAL AND DIAGONAL TRUSS WEBS, WF BEAM I TRUSS CONFIGURATION IS RESPONSIBILITY OF TRUSS MANUFACTURER. TOPCHORD ( ' I 2"- „ 911 1211 L 7 g" 4"���� 12" L - - - - - - - - - - - - - - - - -. I BOTTOM CHORD m �2" 14'-10" 2"� ALTERNATE DESIGN OPTION NO. 1 LIGHT GAGE METAL ROOF TRUSS T-23 8 r` A 1/4" = 1'-0" V0.4 d. WIND LOADS: REFER TO DESIGN DATA ON S-601 (IN ADDITION TO TOP CHORD LOADING.) STATE PROJECT NO. 132-0089 N PHASE 2 OF 5 r.. ID A Mr-% 1 IZHIZ LJ AND OMPANY Z! _LP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 +0e°°�F CONN °ti, r� F ..........0 Xe �st Se 0 WA n ...: n0�A0. MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ALTERNATE NO. 1 - COLUMN SCHEDULE, LATERAL FRAME, AND ROOF TRUSS ELEVATIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S694