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Home My WebLink About569 GRIFFIN ROAD_1Popov 77� ��^�^ ' __--- --z.-- '- '- -~~.~-------_ -- ----'-- ~------ / - - � m ®tllPdf J1®OrJis THO; C',? �''cn Gam: *: :.E,` Civil Engineer/Landscape Architect LRC Group 160 West Street, Suite E Cromwell, CT 06416 860.635.2877 TOWN OF SOUTH WINDSOR ELI TERRY ELEMENTARY SCHOOL 569 GRIFFIN ROAD SOUTH WINDSOR, CT 06074 State Project No. 132=0088 N Phase 1 of 4: Site &Building Construction Phase 2 of 4: Technology (Network Equipment Only) Phase 3 of 4: FF&E and Data/Technology Equipment Phase 4 of 4: Playground Equipment &Surfacing VOLUME 1 of 2 - SITE, ARCHITECTURAL and STRUCTURAL Construction Manager GILBANE Building Company 208A New London Turnpike Glastonbury, CT 06033 860.368.5100 1 Structural Engineer GIRARD and COMPANY, LLP 10 Waterchase Drive Rocky Hill, CT 06067 860.563.3820 Hazardous Building Materials Abatement Owner's Representative COLLIERS International 135 New Road Madison, CT 06443 860.395.0055 • #7020 Architect - e.ED '• °jt/ftlilllllltttj° MOSER PILON NELSON Architects, LLC 30 Jordan Lane oBIC, Sj GZ Wethersfield, CT 06109 W w .�OSEPH .1 NORTON co 860.563.6164 REG. No. 202538R �? M/E/P/FP Engineers LANGAN CT, Inc. 555 Long Wharf Drive New Haven, CT 06511 203.562.5771 RZ DESIGN Associates, Inc. 750 Old Main Street, Suite 202 Rocky Hill, CT 06067 860.436.4336 �d EXPIRES 12-31-20 Technol gy tant GUILLEN Technology Consultants, LLC 9 Moody Road, Building D, Suite 18 Enfield, CT 06082 860.341.1206 NO.25239 O� NSEA ° e AE�� ®� %dfjll lilt Food -Service Consultant RJS+Associates, LLC 4 High Street Old Lyme, CT 06371 860.434.2700 Cost Estimator TARBELL CONSTRUCTION MANAGEMENT, Inc. 8 Spalding Road Stoneham, MA 02180 781.435.0032 11/02/2018 CONFORMED SET MARCH 22, 2019 E z REVISIONS GRAPHICS LEGEND SYMBOLS LEGEND CONFORMED SET LIST OF ABBREVIATIONS _ MARCH 22, 2019 -F FIRE RATED EA EACH MANUF MANUFACTURE(D)(R) T&G TONGUE AND GROOVE ROOM NAME ROOM TAG -P PARTITION MOUNTED ED EDUCATION(AL) MAS MASONRY TB TACK BOARD EXISTING CONSTRUCTION TO REMAIN 0000 2 2l21/19 BID SUPPLEMENT 2 -R RECESSED EF EXHAUST FAN MAX MAXIMUM TEL TELEPHONE -S SURFACE MOUNTED EIFS EXTERIOR INSULATION FINISH SYSTEM MB MARKER BOARD TEMP TEMPER(ED)(ATURE) -SR SEMI RECESSED EJC EXPANSION JOINT COVER MECH MECHAINCAL TERM TERMINAT(ED)(ION) EL ELEVATION nnE_n_ MEDIUM THK THICK(NESS) � � _...__..._ ........__.. _ � --.. ., n/ nnnl nnnQ Tnr_ A AIR ELEC ELECTRIC(AL) MEMB MEMBRANE THR THRESHOLD EXIS I INCU WALL/I I tM I O lit REMOVED u� J vvvi i nu A/C AIR CONDITIONING ELEV ELEVATOR MFG MANUFACTURING TLT TOILET ABV ABOVE EMERG EMERGENCY MH MECHANICAL HOOD TO TOP OF ACT ACOUSTIC CEILING TILE ENG ENGINEER(ING) MHK MOP HOOK TPD TOILET PAPER DISPENSER ADJ ADJUSTABLE EP EPDXY MIN MINIMUM TRANS TRANSPARENT CONCRETE XO WINDOW TAG AFF ABOVE FINISH FLOOR EQ EQUAL MIR MIRROR TUF TUFFLEX AHU AIR HANDLING UNIT EQUIP EQUIPMENT MISC MISCELLANEOUS TYP TYPICAL ALT ALTERNATE ERD EMERGENCY ROOF DRAIN MLDNG MOLDING, MOULDING TZ TERRAZZO ALUM ALUMINUM EWC ELECTRICAL WATER COOLER MO MASONRY OPENING ANOD ANODIZED EWC-BF EWC WITH BOTTLE FILL MTL METAL UC UNDERCOUNTER CONCRETE MASONRY UNITS OX WALL TAG APPROX APPROXIMATE EXIST EXISTING MULL MULLION UNO UNLESS NOTED OTHERWISE ARCH ARCHITECT(URAL) EXP EXPANSION AVB AIR VAPOR BARRIER EXPD EXPOSED NAT NATURAL V VACUUM EXT EXTERIOR NIC NOT IN CONTRACT VB VAPOR BARRIER _ B/S BOTH SIDES NOM NOMINAL VCT VINYL COMPOSITE TILE STATE PRUJECI NU. B/W BOTH WAYS FA FIRE ALARM NTS NOT TO SCALE VERT VERTICAL BRICK 00 WORK SCOPE TAG 132- BD BOARD FD FLOOR DRAIN VIF VERIFY IN FIELD BG BUMPER GUARD FDN FOUNDATION 02 OXYGEN VWC VINYL WALL COVERING Phase 1 of 4 BIT BITUMINOUS FE FIRE EXTINGUISHER OA OVERALL BLDG BUILDING FEC FIRE EXTINGUISHER CABINET OBS OBSCURE W WIDE, WIDTH STONE v EQUIPMENT TAG BLKG BLOCKING FEC-R FEC-RECESSED OC ON CENTER W/ WITH BM BEAM FEC-SR FEC-SEMI RECESSED OD OUTSIDE DIAMETER W/O WITHOUT BOT BOTTOM FIN FINISH OPG OPENING WD WOOD BR BRICK FLG FLASHING OPP OPPOSITE WG WIRE GLASS BRG BEARING FLR FLOORING) ORD OVERFLOW ROOF DRAIN WIN WINDOW AX.X X EXTERIOR ELEVATION TAG BRZ BRONZE FP FIRE -PROOFING) WMF WELDED WIRE FABRIC METALS BUR BUILT-UP ROOFING FR FRAME PERF PERFORATE(D) WP WATERPROOFING FS FULL SIZE PLAM PLASTIC LAMINATE WR WASTE RECEPTACLE X CAB CABINET FT FIRE -TREATED PLUMB PLUMB(ER)(ING) WS WIRE SHELVING CEM CEMENT FTG FOOTING PNT PAINT(ED) WWM WELDED WIRE MESH X AX.X X INTERIOR ELEVATION TAG CG CORNER GUARD FURR FURR(ED)(ING) PREFAB PREFABRICATED *4 COMPACTED GRAVEL CG-F CORNER GUARD FIRE RATED FLIT FUTURE PREFIN PREFINISHED X CHBD CHALKBOARD FVC FIRE EXTINGUISHER AND VALVE CABINET PSI POUNDS PER SQAURE INCH O CI CAST IRON FWC; FABRIC WAI I COVERING PT POINT _ CJT CONTROL JOINT PTD PAPER TOWEL DISPENSER CL CENTER LINE GA GAGE, GAUGE PTN PARTITION EARTH/COMPACTED FILL AX BUILDING SECTION O CLG CEILING GALV GALVANIZED PTR PAPER TOWEL RECEPTACLE CLOS CLOSET GB GRAB BAR PVC POLYVINYL CHLORIDE CLR CLEAR GBH GLOVE BOX HOLDER PVMT PAVEMENT CMU CONCRETE MASONRY UNIT GC GENERAL CONTRACTOR PVR PAVER(S) X WALL SECTION r 1 COL COLUMN GF GROUND -FACE FINISH WOOD AX v COMP COMPOSITE(ION) GFRC GLASS -FIBER REINFORCED CONCRETE QT QUARRY TILE r^ CONC CONCRETE GL GLASS, GLAZING V 1 CONSTR CONSTRUCTION GWB GYPSUM WALL BOARD R RISER O CONT CONTINUOUS RAD RADIAT(OR)(ION) rx - DETAIL TAG j� CONTR CONTRACT(OR) HC HOLLOW CORE RBR RUBBER I' `I rnNTINLInI lS WOOD BL nCKING \�IA P CPT CARPET HD HAND DRYER RD ROOF DRAIN Q CPTT CARPET TILE HDW HARDWARE REF REFERENCE) 0 CR CRASH RAIL HK COAT/ROBE HOOK REFR REFRIGERATOR CRS COURSE(S) HM HOLLOW METAL REINF REINFORC(ED)(ING)Ax CT CERAMIC TILE HORZ HORIZONTAL REM REMOVE SHIM REVISION TAG H CTR COUNTER HP HIGH POINT REQ'D REQUIRED O fin/ CYD CUBIC YARD HR HANDRAIL RET RETURN XX HS HAND SANITIZER REV REVIS(ED)(ION) D DRAIN HT HEIGHT RFG ROOFING — ��--� DEFS DIRECT -APPLIED EXTERIOR FINISH SYSTEM HTG HEATING RH RIGHT HAND PLYWOOD COLUMN GRID LINE XX Z O DET DETAILED) HVAC HEATING, VENTILATING, AIR CONDITIONING RM ROOM ~ DF DRINKING FOUNTAIN RO ROUGH OPENING A DIA DIAMETER ID INSIDE DIAMETER RWL RAIN WATER LEADER DIAG DIAGONAL INC:L INCLUDE(U)(ING) DIM DIMENSION INFO INFORMATION S/STL STAINLESS STEEL Nyyyym BATT INSULATION HtFtHtNGt F'UIN I Pi DIR DIRECT(OR)(ION) INSUL INSULAT(ED)(ING)(ION) SC SOLID CORE ;14 DISP DISPENSER INT INTERIOR SCH SCHEDULE 4-1111 DN DOWN SD SOAP DISPENSER DR DOOR JT(S) JOINT(S) SGT STRUCTURAL GLAZED TILE DUR DURROCK SH SHARPS CONTAINER RIGID INSULATION ® ACCESSIBLE SPACE/ITEM O W DWG(S) DRAWING(S) L LENGTH SHT SHEET � O DWR DRAWER LAM LAMINATE(D) SIM SIMILAR LAV LAVATORY SKL SILIKAL LCC LEAD -COATED COPPER SKLT SKYLIGHT H i EFT HAND SND SANITARY NAPKIN DISPENSER ACOUSTIC TILE ACCESSIBLE EXIT/ENTRANCE I LP LOW POINT SNW SANITARY NAPKIN WASTE I I , LT LIGHT SPEC(S) SPECIFICATION(S) LTL LINTEL SQ SQUARE LVR LOUVER ST-R SOAP TRAY -RECESSED LVT LUXURY VINYL TILE STL STEEL RESILIENT FLOOR INGlPLASTIC LAMINATE STOR STORAGE STRUCT STRUCTURE(AL) SUSP SUSPENDED) SV SHEET VINYL SYS SYSTEM — — — AIR AND VAPOR BARRIER/DAMPPROOFING W DOOR CLEARANCES GENERAL NOTES FRONT APPROACHES HINGE SIDE APPROACHES 1. ACCESSIBILITY NOTE: THIS BUILDING WILL BE DESIGNATED AN ACCESSIBLE -0„ FACILITY, ALL PROGRAM AREAS ARE ACCESSIBLE TO PERSONS WITH DISABILITIES. ACCESSIBLE ROUTES SHALL CONNECT BUILDINGS, FACILITIES, PULL SIDE PUSH SIDE PULL SIDE PULL SIDE PUSH SIDE ELEMENTS, SPACES, PARKING, PASSENGER LOADING ZONES, PUBLIC STREETS AND SIDEWALKS. ACCESSIBLE ROUTES SLOPES SHALL BE 1:20 (5%) OR LESS t�+lt (r�t� AND CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVEL SHALL ELI TERRY ELEMENTARY SCHOOL ,��°~°"" s`'� - - NOT BE GREATER THAN 1/2" AND SLOPE SHALL NOT BE GREATER THAN 1:20 - -;� UNLESS RAMPS OR LIFTS ARE PROVIDED. ACCESSIBLE EXITS MUST BE CLEARLY 5 IDENTII'=1ED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE «� CD 9 co STATE PROJECT NUMBER 132-0088 N �� ^ I = ACCESSIBLE ROUTES SHALL HAVE 36" MINIMUM CLEARANCE THROUGHOUT (32" �iyns�Nc°a� CLEARANCE AT DOORWAYS). CONSTRUCTED IN PARTNERSHIP V-6" 1' 0" VI 3' 6" 1'-10" �' 2. INTERIOR DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND STATE OF CONNECTICUT __ — ENLARGED PLAN DETAILS ARE TO FACE OF STUD, TO FACE OF MASONRY, OR �TO CENTERLINE OF COLUMN UNLESS OTHERWISE NOTED. SUPERINTENDENT OF SCHOOLS NED LAMONT, GOVERNOR 3. REFER TO DRAWINGS A0.3 & A0.4 FOR WALL TYPES. DR. KATE CARTER DEPARTMENT OF ADMINISTRATIVE SERVICES 4. REFER TO SHEET FOR DOORS HE � 5. REFER TO DRAWINGS A10 SERIES FOR MILLWORK DETAILS. JOSH GEBALLE, COMMISSIONER BOARD OF EDUCATION PUBLIC BUILDING COMMISSION NOTES: LATCH SIDE APPROACHES CRAIG ZIMMERMAN - CHAIRMAN MATTHEW MONTANA - CHAIRMAN JESSICA WATERHOUSE - VICE CHAIR AND THE EDWARD O'CONNELL - VICE CHAIRMAN DAVIDS.JOY-SECRETARY MATTHEW BEAULIEU- MEMBER (') IF BOTH LATCH AND CLOSER ARE PROVIDED ARTADDUCI - BOARD MEMBER TOWN OF SOUTH WINDSOR CAROLKELLEY- MEMBER BETH ESSTMAN - BOARD MEMBER PHILIP KOBOSKI - MEMBER *" IF CLOSER IS PROVIDED PULL SIDE PUSH SIDE ERICA EVANS - BOARD MEMBER BERNARD THOMAS - MEMBER ( ) MICHAELGONZALEZ - BOARD MEMBER ANDREW PATERNA, MAYOR CRAIG ZIMMERMAN- MEMBER MICHAEL PARE - BOARD MEMBER ANDREW PATERNA - COUNCIL LIAISON RICK STAHR - BOARD MEMBER I � ARCHITECT PROJECT MANAGER CONSTRUCTION MANAGER I MOSER PILON NELSON ARCHITECTS, LLC COLLIERS INTERNATIONAL GILBANE BUILDING COMPANY Z 0" 2' 0„ ��,tie++t��j'sy{+[►�rrrj�,� i' °"� oNCtiNACC�'. SIGN NOTES: i•�; �� v' • SIGN PANEL: 3/4" MDO-EXT-APA PLYWOOD SUPPORTED O WITH (2) 4x4 TREATED WOOD COLUMNS AND SECURED 4' 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. MOUNTING HEIGHTS LOCATION MAP • TYPEFACE: HELVETICA MEDIUM ,-�-- EXIT SIGN: MOUNTING HEIGHT NOTES: • LOCATION: SIGN MUST BE LOCATED TO BE CLEARLY % PROVIDE PENDANT WHERE CEILING OR 1. ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISH FLOOR VISIBLE TO THE PUBLIC. STRUCTURE EXCEEDS 8'-6" AFF OR CLOCK/CALL FOR 2. DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERLINE WHENEVER 102" ABOVE, OR BESIDE DOOR WHERE NOTED AID SIGNAL POSSIBLE MOSER • TIMING: INSTALL AT THE START OF CONSTRUCTION AND 2 4" MAX ��IT } 2 3. ALL DEVICES SHALL BE INSTALLED AT MOUNTING HEIGHTS AS INDICATED IN THIS DETAIL REMOVE AT CONSTRUCTION COMPLETION. 80' w., FA HORN / STROBE DEVICES AS UNLESS NOTED OTHERWISE .� PILON SCHEDULED 2 4. PROVIDE ALL NECESSARY BLOCKING* ; THERMOSTAT SENSOR (if not operable) / I / 5. COORDINATE DEVICE LOCATIONS WITH MILLWORK = z 60" DOOR ACTUATOR , NELSON �� \4j 1 � INSULATE �A d� e.. � o T CARD READER PROJECT SIGN 48" L F SWITCH f J ABOVE COUNTER EXPOSED PIPING A R C H I T E C T S „ RECEPTACLE 1 = 1-0 0 �o PULL STATION 6" tRr " 30 JORDAN LANE °O I _ _ — � 's*y, iF'� W ETHERSFIELD, CT. 06109 N 27" EMERGENCY SHUT-OFF i l ? o o a ps+o�ssiauGours• Is60> 563-61 64 1 - - 18 DATA, TELEPHONE OUTLET "' �o - ~ q o N� TELL TERRY RECEPTACLE N FIN. FLOOR z = zT� - i1 oow*> � OO � TITLE DEVICE HEIGHT LEGEND TYPICAL DEVICE TYPICAL ABOVE COUNTER ROOM IDENTIFICATION �;.O.m R ABBREVIATIONS, ALIGNMENTS AT DOORS DEVICE LOCATIONS SIGNAGE URINAL WATER CLOSET LAVATORY GRAB BAR ; " ¢ ow sw* DOOR 5'� CLEARANCES AND 2' 8" I MOUNTING 1 7" E { HEIGHTS SHOWER :,� ' FRONT SIDE HANDRAIL/ Skye ` BUMPER GUARD �* INSULATE CRASHRAIU ' j OILET EXPOSED PIPING BUMPER GUARD ..� DATE 11/02/2018 it COPYRIGHT (c) cn z C0 z o x _ _ M �`"* Moser Pilon Nelson Architects 17 F a 30"Wx o rM, DWG. NO. > (� o Q - - En � Z o eo ao o Ma.wd ``' w 1 ``' �* �' FN� �� 0 27"H M - O� o `t "' �`"►u �' " a N Ch M ,� `'' CLEAR N a, �?d FIN. FLOOR CC --- FIRE CALL FOR AID AUDIBLE/ DRENCH SHOWER/ DRINKING FOUNTAIN/ COUNTER WITH MIN.' 6" TOILET PAPER SOAP DISPENSER/ PAPER TOWEL GLOVE BOX WALL e�h `,�-F ,,.,,,�,,,,,,�th MIRROR EXTINGUISHER VISUAL SIGNAL EYEWASH UNIT ELEC. WATER COOLER DROP -IN SINK IIAX. DISPENSER HAND SANITIZER DISPENSER HAND DRYER HOLDER PROTECTION NF0101" TO �o AO °O �G° i wry., b ► I r P. XXX N 2 HOUR RATED FIRE WALL C UILDING "A" UILDING "B" � xxx ® XXX Fq FIRST FLOOR CODE PLAN -EVENT 1 / 16" = F-0" NOTE: USE OF PUBLIC/EVENT FOR AFTER HOURS/ NON -SIMULTANEOUS USES TO DAYTIME CLASSROOM USES 2 HOUR RATED 102 SF 100 SF IMAGINARY S/mw LINE, j 71 BUILDING "A" BUILDING "B" 2 HOUR RATED FIRE WALL CORRIDOR 207 XXX1 XXX n I Ini Ir1 MArrM CODE LEGEND ROOM NAME ROOM NAME 0000 ROOM NUMBER 1,000 SF ROOM AREA (sf) -- 100 SF- 10 NUMBER OF OCCUPANTS OCCUPANCY LOAD FACTOR (sf/occupant) - ACTUAL EGRESS OCCUPANT LOAD 80 0 - MAXIMUM ALLOWABLE OCCUPANT LOAD XXX DIRECTION OF EGRESS TRAVEL WITH ACCUMULATED OCCUPANCY LOAD MAXIMUM TRAVEL DISTANCE _ _XXX MTD FROM FURTHEST POINT _ XXX_ _ MNANMNI PATH nF TRAVR CPT.,..,..,....,....... r. ...... 1 HR. FIRE -RATED WALL CONSTRUCTION (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) ® 2HR. FIRE -RATED FIREWALL _ _ _ SMOKE TIGHT WALL CONSTRUCTION RUCTION __ (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) •FE FIRE EXTINGUISHER EP DOORS WITH LUMINOUS MARKINGS WITHIN EGRESS PATH, REFER TO DETAIL ON SHEET A6.2 ® ACCESSIBLE SPACE/ITEM *__0 ACCESSIBLE EXIT/ENTRANCE LUMINOUS EGRESS PATH MARKING SYSTEM 0000000000000000 (BOTTOM AT 4" MAX. ABOVE FINISH FLOOR, INTERRUPTIONS SHALL NOT EXCEED 4") ROOM/DOOR NO. IDENTIFICATION SIGNAGE (PROVIDE AT ALL INTERIOR CORRIDOR DOORS) 1�EY PLAN N.T.S. xxx i OL" M, r ® ,--- 297 � 337 MAIN ENTRANCE XXX I I I I I (A- REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 C) C t C) bd PO E-m* 0jiltI11#1111'. 1, -- ; V t� a "sl 5a gay !1"7/i7(71 :` fp M 0 S HR) PILI(I-D"N NELSON r , Type 1$� ARCHITECTS 00 CD 30 JORDAN LANE S (� �} r � WETHERSFIELD, CT. 06109 (860) 563-6164 I j I COURTYARD I I I TITLE xxx FX _xxi Fx _xx1 FX _xx1 xxx CODE PLAN ALT. NO. 1 B (HATCHED AREA) Use Group)' "'/Type 11B I FIRE WALL 38,054 S i 0' 8' 16' 32' FIRST FLOOR CODS PLAN 1/16" = F-0" DATE 11/02/2018 H / I COPYRIGHT (c) kNCE ° ' Moser Pilon Nelson Architects SHELTER IN PLACE FOR I MEDICALLY FRAGILE I DWG. NO. f, 1 CD191 9' 8— 260' 8" L_ - _ - _ _ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 2 CODE INFORMATION - BUILDING 'B' CODE INFORMATION - BUILDING 'A' ENERGY CODE INFORMATION REVISIONS CONFORMED SET MARCH 22, 2019 13 BUILDING AREA EXTERIOR FACE OF WALL WITH ALT NO. 1 BUILDING AREA 66,921 SF BUILDING AREA - ALTERNATE 2,465 SF OPEN AREAS -FLOOR OPENINGS -AREAS UNDER PROJECTIONS 1,482 SF TOTAL CONSTRUCTED BUILDING AREA 70,868 SF BUILDING AREA EXTERIOR FACE OF WALL W/O ALT NO. 1 BUILDING AREA 1 66,921 SF OPEN AREAS -FLOOR OPENINGS -AREAS UNDER PROJECTIONS 1,482 JSFTOTAL CONSTRUCTED BUILDING AREA 68,403 LEGEND ® BUILDING AREA ® BUILDING AREA - ALTERNATE OPEN AREAS -FLOOR OPENINGS -AREAS UNDER PROJECTIONS TOTAL CONSTRUCTED BUILDING AREA I" = 40'-0" NET FLOOR AREA 1 " = 40'-0" BUILDING AREA INTERIOR FACE OF WALL NET FLOOR AREA 64,419 SF NET FLOOR AREA - ALTERNATE NO. 1 2,459 SF TOTAL NET FLOOR AREA WITH ALTERNATE NO. 1 66,878 SF NET FLOOR AREA LEGEND NET FLOOR AREA NET FLOOR AREA - ALTERNATE NO. 1 OFFICE OF SCHOOL CONSTRUCTION GRANTS - & REVIEW AREA CALCULATION DIAGRAMS 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 ❑ YES ❑ NO ® N/A 2.0 NEW BUILDING OR ADDITIONS: ® YES ❑ NO ❑ N/A 2.1 Exceeds Threshold Building Limits ® YES ❑ NO ❑ N/A B (BUSINESS), E (EDUCATIONAL) 3.0 OCCUPANCY CLASSIFICATION 3.1 Mixed Occupancies NON -SEPARATED MIXED USE 4.0 HEIGHT AND AREA COMPUTATION + CONSTRUCTION TYPE: GENERAL BUILDING LIMITATIONS (Chapters 5 & 6) AREA MODIFICATIONS TO TABLE 506.2 Tabular area for sprinklered Frontage single story buildings, At (Table 506.2) 58,000 sf (506.2) 143 375 260 66 North East South West Tabular area for non-sprinklered buildings, NS (Table 506.2) 14,500 sf Total Frontage (F) 844 ft. Perimeter (P) 1270 ft. % Increase for frontage, If (506.3) 41% Width of open space (W) = 30 ft. % Frontage increase (If) = 41% (506.3) If = 100 (F/P - 0.25) W/30 DETERMINE CONSTRUCTION TYPE ALLOWABLE AREA (506.2) Actual building area 38,054 sf Allowable area per floor (Aa) Aa = At + (NS x If) Allowable building area (Aa) 63,945 sf 58,000 + ( 14,500 x 0.41 ) = 63,945 Actual building height 28 feet 1 stories tabular) non-sprinklered frontage area (At) tabular area (NS) increase (If) Allowable building height 75 feet 3 stories Permitted construction types IIB CONSTRUCTION INFORMATION 6.0 MEANS OF EGRESS: BLDG A COMBINED A + B 6.1 Total Occupant Load (Entire Building A, includes Alternate No. 1) 519 1,668 6.2 Total Occupant Load (Largest Floor, includes Alternate No. 1) 519 1,668 6.3 Total Capacity of Exits 1,348 2,860 6.4 Total Number of Exits 4 8 -_ 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 6.7.1 A, E 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 Walls 2 hrs. 7.3 Fire Separation Assemblies: 7.3.1 Fire enclosure of exits N/A 7.3.2 Shafts N/A 7.3.3 Mixed Use Separation N/A 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, Col umns, Girders, Trusses and Framing: 7.8.1 Supporting more than one floor 0 hrs. 7.8.2 Supporting 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 member 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 Supervision N 9.6 Fire Extinguishers Y PART 2 - CT STATE FIRE SAFETY CODE 1.0 CLASSIFICATION OF OCCUPANCY: 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: ENTIRE BUILDING PLUMBING FIXTURE COUNTS: USE GROUP WATER CLOSETS (URINALS) LAVATORIES BATHTUBS SHOWERS DRINKING FOUNTAIN OTHER (SERVICE SINK) MALE FEMALE MALE FEMALE A-2 1 1 1 1 N/A 1 1 A-3 1 2 1 1 N/A 1 1 B 2 2 1 1 N/A 1 1 E 14 14 14 14 N/A 14 1 S-2 1 1 1 1 N/A 1 1 TOTAL REQUIRED 19 20 18 18 N/A 18 1 TOTAL PROVIDED 21 21 18 18 N/A 41 2 BUILDING 'A' - PUBLIC/EVENT PLUMBING FIXTURE COUNTS: USE GROUP WATER CLOSETS (URINALS) LAVATORIES BATHTUBS SHOWERS DRINKING FOUNTAIN OTHER (SERVICE SINK) MALE FEMALE MALE FEMALE A-2 1 1 1 1 N/A 1 1 A-3 4 6 2 2 N/A 2 1 TOTAL REQUIRED 5 7 3 3 N/A 3 1 TOTAL PROVIDED 7 8 5 6 N/A 6 0 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 ❑ YES ❑ NO ® N/A 2.0 NEW BUILDING OR ADDITIONS: ® YES ❑ NO ❑ N/A 2.1 Exceeds Threshold Building Limits ® YES ❑ NO ❑ N/A A-2, A-3, B (BUSINESS), E (EDUCATIONAL) 3.0 OCCUPANCY CLASSIFICATION 3.1 Mixed Occupancies NON -SEPARATION MIXED USES 4.0 HEIGHT AND AREA COMPUTATION + CONSTRUCTION TYPE: GENERAL BUILDING LIMITATIONS (Chapters 5 & 6) AREA MODIFICATIONS TO TABLE 506.2 Tabular area for sprinklered Frontage single story buildings, At (Table 506.2) 38,000 sf (506.2) 126 0 9 308 North East South West Tabular area for non-sprinklered buildings, NS (Table 506.2) 9,500 sf Total Frontage (F) 443 ft. Perimeter (P) 868 ft. % Increase for frontage, If (506.3) 26% Width of open space (W) = 30 ft. % Frontage increase (If) = 26% (506.3) If = 100(F/P - 0.25) W/30 DETERMINE CONSTRUCTION TYPE ALLOWABLE AREA (506.2) Actual building area 28,824 sf Allowable area per floor (Aa) Aa = At + (NS x If) Allowable building area (Aa) 40,470 sf 38,000 + ( 9,500 x 0.26 Actual building height 33 feet 1 stories tabular) non-sprinklered frontage area (At) tabular area (NS) increase (If) Allowable building height 75 feet 3stories Permitted construction types IIB CONSTRUCTION INFORMATION 6.0 MEANS OF EGRESS: 6.1 Total Occupant Load (Entire Building) 6.2 Total Occupant Load (Largest Floor) 6.3 Total Capacity of Exits 6.4 Total Number of Exits BLDG B COMBINED A + B EVENT 1,149 1,668 897 1,149 1,668 897 2,017 2,860 1,681 6 8- 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 6.7.1 A, E 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 Walls 2 hrs. 7.3 Fire Separation Assemblies: 7.3.1 Fire enclosure of exits N/A 7.3.2 Shafts N/A 7.3.3 Mixed Use Separation N/A 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 Supporting 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 member 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 Supervision N 9.6 Fire Extinguishers Y 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 ELECTRICAL 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 • 2009 REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 16a-38k-1 THROUGH 16a-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 CLIMATE ZONE: 5 REQUIRED REQUIRED (R-VALUE) (U-VALUE) PROVIDED ROOFS INSULATION ENTIRELY ABOVE DECK R-30ci U-0.032 PROVIDED WALLS MASS WALLS R-11.4ci U-0.090 PROVIDED METAL FRAMED R-13 + R-7.5ci U-0.064 PROVIDED BELOW GRADE WALL R-7.5ci C-0.119 PROVIDED SLAB ON GRADE FLOORS UNHEATED SLABS R-10 for 24" below F-0.54 PROVIDED HEATED SLABS R-15 for 36" below F-0.65 PROVIDED OPAQUE DOORS SWINGING -- U-0.37 PROVIDED ROLL UP R-4.75 - PROVIDED VERTICAL FENESTRATION FIXED FENESTRATION -- U-0.38 PROVIDED OPERABLE FENESTRATION -- U-0.45 PROVIDED ENTRANCE DOORS - U-0.77 PROVIDED SHGC U-0.40/U-0.53 PROVIDED An i COURTYARD �C' l i j• t s' { i BUILDING A �_. A-2, A-3, B, E USE GROUP TYPE IIB 28,824SF ; i 11I 4 BUILDING AREA FOOTPRINT WITH ALT NO. 1 USE GROUP ,AREA FIRST FLOOR A-2, A-3, B, E 28,824 SF E - ALTERNATE NO. 1 2,459 SF E, B 35,595 SF 66,878 SF BUILDING FOOTPRINT I" = 40'-0" USE GROUP LEGEND A-2, A-3, B, E E - ALTERNATE NO. 1 E' B BUILDING B E, B USE GROUP TYPE IIB 35,595 SF ALTERNATE NO. 1 BUILDING B E USE GROUP TYPE IIB 2,459 SF BUILDING AREA FOOTPRINT W/O ALT NO. 1 USE GROUP AREA FIRST FLOOR A-2, A-3, B, E 28,824 SF E, B 35,595 SF 64,419 SF STATE PROJECT NO. 132-0088 N Phase 1 of 4 a 0 0 x o V' � had 0 H woo O ��A z o w�� w E"+ W ``\��tl1H!strrrt�,ff`! s: s 7. 2/: 0 _ . - f D ARI MOSER PILON NELSON ARCH ITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE CODE INFORMATION DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 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SCRAPPER N \F / > . -- -470 - — / /j 2253 PG. 209) / + / o S. Y � / / (VOL. HELEN HELM HA + / / N \F / (VOL. 705 PG. 131) so - BUFF / / I l / /' / — E � �� / / / / — — CHARLES N. \ & M. LINDA AR THUR LIONEL / / — — — — — — �1 / / / — / ROSE SOUCY i �/ / / 1-1 \ \ \ \ / // _ - / N\ / \ GRAPHIC SCALE c "� ' MEGAN DACOSTA N \F 351) CAROLS A. (VOL. 2497 PG. HAROLD S DER / 40 20 0 40 I (VOL. 133 PG. 560) I SCALE IN FEET STATE PROJECT NO. 132-0088 N Phase 1 of 4 N w f_ 1zz �0 U U ci u 1 N co a -i c c 1su 7— N ITLA c c fn CA, LA c°1i � 3 N i 'O'D > ?,w � . c 3 J 1a c° ovo - Z, E I.L m •r O i) v d G - . � C - E w a u c w. a U W � � ? E H �d� U o c 0 i C W _- a �u -1E a . H MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE OVERALL ACCESSIBLE ROUTE SITE PLAN DATE 11/02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. CD2,* I .-1 0 0 N N 0 N L N E 7 Z U N O L Z d / G+ BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. AI IrI iqT in ?nip) �3ggP. (VOL LOD LOD Lw 1.7 IIM � •aa \ •• 1 \ \ f AO AM so os on T- on low 10 000 — �• / i i O /--- / ••♦ .*0* A \ i IV \F JOHN A. PIN TO JR. & DIANE L. PINTO (VOL. 407 PG. 74) N\F DANIEL J. MA THEWSON (VOL. 2436 PG 90) N\F MICHAEL J. & VALERIE K. iRACY (VOL. 1323 PG. 77) MARCEL (VOL. \\ \� A/ \ ♦ \ RA YM OND N\F i BILLI MIL TON G. \\ i 22I �3 PG.307) \ — (VOL. N\F JA MES & MARION C.\ ♦ \ FI TZGERA L D\ ♦ / _ N\F ,ES H &L 0UlSE B. Am -nx•AN L D VE TT / ; ••• (VOL. 72 P G.\ — •r• \ \ a ::...., • •......••' I 10 It 10 Ix 10 10 fill 100 i ft • 0 Oft 10 AO 0 1 r •• / MATCHLINE SH ET CD .3 fCHLINE S�iEET CD2.3 — \ /��• � / � to MATCHLINE SPEET CD2.2 \ \ •• ♦ / / ••• MATCHLINE SH ET CD .2 ^ i 1 to \\ i / / 11 1 // r♦/ i �\ / � i � I J � GRAPHIC SCALE I � I � I I / \� 20 10 0 20 SCALE IN FEET REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 W I-- 1'- �O U U 6 6 1� N N N LA C > = > J LL N L Q �y N G N> N N = v �_ cd 6p E W a�= w U W S > E J d �W o_ �L a L Y a ti MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD. CT. 06109 ( 8 6 0 ) 563-6164 TITLE ACCESSIBLE ROUTES SITE PLAN ENLARGEMENT DATE 11 /02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. CD2*3 / \ \ ZZ \ \ / / NOW N\F MAR Y SA CZYK (VOL. ZUuzs r . — I — riMo TH Y � � M% CDONALD � (VOL. 425 PG. 4 �/ \ BASE SURVEY PREPARED BY \ DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 s NR FrRE1�26N �) GERA�� 386 PG (VOL. \ 101,/ (SHIN/000000 \ �o ad opA ---- - FFER ------ F/ I \ Q ♦ N ry N �� I \ ♦ 10 u w w � I Z Z \ / /' \ ♦ U U \ / P.E. GAME FIELDS r / �-- .i / 0 1001, / \ \ Ml T OF WE�� ®®® d Regu I at ed Area \ Ll REA fa610000000Room— -mmumm 0000008 ---------- �'/ /�' LOD, \ ------ � SOD LOD I \ LOD LOD L9�� LpD LOD LOD — 4O0 //� =_�_�_ O� ----- 0 0 0 0 0 0 0 0 - 0 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 I- -4d J c c coca of-- to N5 Q% to 1A � 'S. •s a� °n C oii > L fn y N O ten' o J U 00 00E > O c � C N E � •Oq W � C y J IL > E H 1 U -j Q� J V o — `0 C {y zV C — N � d S Sz = •Op J � i 2 N a H 0."1101111tI111I/rf� /ao,`- oGOTIN1 Y SxLOODZONE AE �pC s+}Sx — — , x .te :N ! ` ��9•°°�� ° ," // — O + + + + + + + + + + / -- + + + + + + + + + O 0 + + + + + + + + + + + + + + + { F + + + r 0 _� + + + fo + + + + _ + + + 1 V v � " -- �_� + + + + + + e�pdDSCAPE poi® + + + + + + + + _ . + + + `OOD _ — — + + + + le1J111111111►�� 40' �� // ° �+ + + + + + + ++++ + + +^ + + + +1 + + + + WL -� _ - _ - - + + + + + + + + + + + + + + + + + + + + -TwL- 16- [�/� 'j�_ - �+ + s. + + + + + + + + + + + + ++++ + - - - - _WL �4_- J0100 / + + + + + + + + + + a / _ - - _ ++ +� I�/L��-L--=-_��2 _--FooAr _-_ -_--_- _— - _- - MOSER - - _ - -_ + + PILON _ - - - __ T _ + --- - _ - - NELSON / y/ _ / ARCHITECTS _�/ + \ - 30 JORDAN LANE + _ — R— — _ _ — _ — �D — — WETHERSFIELD, CT. 06109 f I — WL- v — — — — _ _ —�< _ — — — ��+ + + (860) 563-61 64 1 - _ 5_�- + + + + + W / - © _ — _ — — - 4 y rt- - _ — 54- _ — — — — _ — — + _ �-- + + p + y — _ — -- _ — — _ _ _ _ — w� 5 _ — _ — _ _ — p + + +. + �--� -{- + + TITLE _ + + + + +/+w+ +, — — _ — + + + 1_ + w�-- 59 + + + + -/ 1 ACCESSIBLE + + + — - — — 4 ` _ — _ VC/L—J�J __..__ — �--=r- �---f -�''__+ + + + + + + +6 + + + + t + + + + + + + + - + + + + ROUTES SITE PLAN _ L 7 — — — — _ _ o + + + + + + + + + + + + + + +Vl/L+ + + + +AN A� + + + + + + + + + + +/' ENLARGEMENT - I — — + + + + + + + + + + + - - + + + + + + + + + + + + + + +X+ + + + + + /� + + + �_+ — + + + + + eo + + + + V1 + +/ + + + + 4- + + + rt +� / jurgq + + + `— DATE 11/02/2018 0 — _ + + / COPYRIGHT + } / Moser Pilon Nelson Architects 1 C 4-9 + +i / / iDWG. NO. \ GRAPHIC SCALE 20 10 0 20 SCALE IN FEET CD2.4 W F1 6 14 NOTE5: -: 03110 POLE25 I. PROPERTY /S /N TI-{E A-20 ZONE. 5�0.Sq 54 x172.27 p G�SL�N ` N\F 2. PARCEL CONTAINS 727,300 SQUARE FEET OR I6.696 ACRES. /71CNAEL J. * VALERIE 3. KORIZONTAL DATUM 15 BASED ON NAD53. VERTICAL DATUM /5 d =9O ��" K. TRACY - BASED ON NAV088. ` R=20.00r \ (VOL. 1323 PG. 77,E T=20.00' 4. MOST OF THE PROPERTY FALL5 WITHIN THE LIMITS OF A PQ , L=3/.42' N\F BENCHMARK FLOOD NAZARD ZONE X AND PART OF THE PROPERTY WITHIN RO . �� ce \ MONUMENT NITN WETLANDS FALL5 NITNIN FLOOD NAZARD ZONE AE A5 DEPICTED ,� JONN A. PINTO JR. -�' r.F=17o.7a' DRILL HOLE �F \\ 15" RCP /N fL=166./' DIANE L. PINTO 174.31` ON "FIRM FLOOD /N5URANGE RATE MAP TOWN OF 50VTN (Z\ G� ELEV. s G 24' RCP(N) FL=165.6' (VDL• 407 PG. 74) WIND50R, CONNECTICUT, 14ARTFORD COUNTY, PANEL 361 OF 675 Eyi RY 24' RCP(5J FL=165.2' \ DN MON. N\F COMMUNITY PANEL NUMBER 09003CO361F, EFFECTIVE DATE: d-g000'on" �P @ ITE SEPTEMBER 26 ZOOS. PREPARED BY FEDERAL EMERGENCY R=20.00' SIGN rtANAlOLE (115TEDJ 111ARGEL E. SUSAN F. I T. \ T.F.-171.45 MANAGEMENT AGENCY FEDERAL INSURANCE ADM/N15TRATION. /0 T=2aoa' T.F.=17o.72` \ ON , FA30 PG. 6. WETLANDS DEPICTED HEREON ARE BASED UPON MAP L=31.42' l5" RCP CUT FL-16ZOW �; \ � URETTD W. � / (VOL. 130 PG. 95) REFERENCE 7t/. I p %� LAURETTE BILLIG 7. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON NAVE BEEN COMPILED, IN PART, `0 / n FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY / � COMPANIE5 OR GOVERNMENTAL AGENCIES, FROM PAROLE NOPKNG SIGN \ 172 TESTIMONY AND FROM 0TNER SOURCES. TNE5E LOCATIONS 5NET 394/ `s N\F x/73.6 MUST BE CONSIDERED A5 APPROXIMATE IN NATURE. N\F (VOL. MIOG. JACKSON, 22/3 PG. 307) ADDITIONALLY, OT14ER SUCH FEATURES MAY EXI5T ON THE \ I A Ml=a t MA P lnA1 C . \ 91a SITE, THE EXISTENCE OF WN/CN ARE UNKNOWN TO DESIGN F17ZGFRALD2�11 PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF BENCHMARK \ ` 5600 9 ALL SUCH FEATURES MUST BE FIELD DETERMINED AND MONUMENT W/TN 72 AD' l / o N\F \ I ,,r4 K SIGN APR/L N. MADER VERIFIED BY T14E APPROPRIATE AUTHORITIES PRIOR TO DRILL HOLE 1t '� x174.4 / l f (Vol_1399 PG. 349) 1�� CONSTRUCTION. ELEV. = 173.12' a, \ z �� (" d =90 00'00" 5. CONTRACTOR 5NALL CONTACT "CALL BEFORE YOU DIG" FOR \ DN Mom-1 UNDERGROUND UTILITY MARKING AT LE45T TWO FULL WORKING N1F \\ k, C - -- /74- /- " % I o `��- R 7O'� xt7a.4o / �/ ALL / BENT PIPE " DAY5 PRIOR TO START OF CONSTRUCTION 1-f300-922-4455 OR JA17E5 H. $ LOU15E B. NOPKNG 516N _ 9 I P o� A,3q�0 L=3/.42 WWW. CBYD. COM, LOVETT \ n / GELD / / `� �1�2` / ,3A"� R 250.00� / LOCATION PLAN (VOL. 72 PG. 9) ;off \ / - / \ r,•2� 755A•G 9, NB9'59` °W NOPKNG SIGN 9\'r0 ?' 38.3o x 7 SCALE: 1" 1,000' N\F \ SNET 3942 L - J IRVING RONALD $ cB l.P.� SNET 3 / / �' ---_ �6 tau NANCY T. TR1NK5-5WPD S/�/ / \ 1 ' ✓ 9 T.F. =170.43' ( VOL. 207I PG. 221) ; 15'RCP OUT FL=166. 7' x /7i 25 \ 1- f. P. / \ J - � x Ili \ �� --- 2/ \x/723 / x/71.6 � - ( J % \O I N\F / �-/ ,� A =17 . / " ss9.5'7 7 ° Q LEGEND GIs J05EPN \ // / 12 " CP FL-163.7a \ / / , I d �2A3g23 u FRAj/�1 24 RCP FL=I63.78' i / 2p0.00 d=9o'0000 O pOROTNY L. /,P� / r \ SWIATK/EW/GZ \ YARD DRAW '' � / � / T�43-71�, I•T'• F'=20�, I � EXISTING DESCRIPTION , 9" TILE !N FL=/67.3` // ' � / /� ` / / / ` p7 �=3�� I � COMMUNICATION \ 12" RCP OUT FL-166.5' �� / �` _ - Q OVERHEAD COMM. LINES N\F 03�/ / 12 G J J/" /� } 169. \ / / / ( -r Gx (CABLE, TEL, ETC.) L J � N\F ? _/ 10 DANIEL J. MATNEW50N ' - G UNDERGROUND TIMOTHY P. GAIL P. \ \ �-'� / -"/>/ / i I �.- - l.P. " �j\ - .� / - I'P2436 PG. 90) x COMMUNICATION LINES MACDONALD -�� / / / N - - - - - µ z (Vol_( W (VOL. 425 PG. 41) / 1'W / / / /`� 2.q7 "/- -' / / / / ,/ � \ ,.- o � DOMESTIC WATER ��. / / /, x xr7o.6 W� 3 - N WATER MAIN N o N\F FR5Ip��) / / / � � I �,,,�� _DN MOH. - W�- WATER SERVICE �p R6 pG• 26 \ // i l J -, - ® WATER VALVE 3S / / get. t " G �. i � 0 �t x/Eb.e - N\F K \ N0� / ( \i �` FIRE HYDRANT MARY 5ACZY o / / \ 72 POI B3 % I �BM /70N NATURAL GAS (VOL- ZOOS PG. 2/O) _ / ,1 �i I c� \ / J \ Gx GAS MAIN PAD \� / / //"'�' CL x/d J I - G5x - GAS SERVICE LINE T.F.169.os' / I N\F POWER 24° RCP F-143,35' /. n CARL F. GINETTE C. BARONS ELECTRICAL LINES, ��R / 8t1 \ / I (VOL. 136 PG. 288) EOx OVERHEAD MON T zq MO1V I7� / I/ 10 3/ x173.2 F*` \ ./ /�� g1T. VIAL /" �� N I \ \ \. EUx ELECTRICALLINES, L-35.92' SSG 20'll"W O / / N / 1� \ \ pK� \ / �O\ -J ``'� �, UTILITY POLE 17 _OG' / / / / \ / F.F.-174.14' \ J / 'F� \ I --- � / � ,y / / 7 � � \ PROPERTY 175.0 / / / � � / / / UOh/NSR:X/TS / r -r' � �/ I BALL x /64.7 I'll I � Bf,�Lo \ ( `\ - \\ PROPERTY LINE PLAy5OAPE�i7. ��' I O �\ + EASEMENT LINE x/7L4 ` TRANS X14.2.3' N\F 0 IRON PIPE / 5= �F�_ 13 / x170.6 / ROBERT E5L1NGIRON \ DOW , 0 (1 C 1 �1 / � a � (VOL. 2125 PG. 55) O MONUMENT /73.7 F.F 175.31 F.F.=174.13' F.. 171.4&' P C) \ / / I' ❑ I / N ry ROADS F.-17.177' / x/ .a/ 1 \ / /1 ( / / o Z " " GUARD RAIL STEPS AREA=727, 300 50. FT. x l .4 _ =16.7 ACRES \1� / �_ --o- 1 / OR -a--� SIGN m 172.2 / 5R7EPS / / \ \ l 9° TILE /N FL=165.17' \ ZONE A-20 / l ^ � SITE FEATURES O \ gir. \ / \ �o \\ v Ira " R ca / / ID YD / I \/� (\4" RCP F� i6A17 o o CHAIN LINK FENCE a / / / `\ 2D YD / 0'TILEINrFL 168.5' - / Z I 1 �/ / \ \ T.F.=17o.2T t%✓ 12" RCP OUT FL=167.0' ) j �� \ / QS TREE \ 12" RCP /N FL=165.5` \\ \ O \ \ l6" RCP our FL=165.5' ,1p� ) /� / ` \ 169.110 168.02 B-5 LEONA5A TREE LINE / \ tt a ti -/ F T3.9K` AARON L. SARAN L. v� PE \ III ` (VOL. 136I PG. 232) SANITARY SEWER / \ ys ,/ / BiT / J 16 u _ S _ SANITARY SEWER / /` l l l ( PLA �\ \ \ F.F=t71.48' \ FF=17�72 11 / l /xr70.6 / / ARno // y " x MAIN \ F.F.-1712t l d =q0 00OD \ .F.-172 2' LYJI•�NSPOUTS � / MON R-2o.o0' SSx - SANITARY SEWER / / / LIMIT OF SAND o FF 17> ro' \ _ / / / FLOOD RA Z R �... 1 -1�q L-3o. SERVICE LINE O / �j / / J REGULATED AREA - \ �\ IN / / I J { g�l�fl 1 - _ - �- ZONE X sroH /82.00 O 1421 SANITARYSEWER J / �/ 1�q�/ / \. �6 / Q f ItJ / T.F.=/66. i /O"TlL 159.4' 4 It / sr/11 �_ G (\ / - -!6B - J= pry STORM SEWER Dx STORM DRAIN PIPE \ �.(10` d3 LLI 1// / / � - -.T.E 1Fx�.51' \ � ` \ -`\ ��'-9,0�. .- ID"TILEl5`61L, x/66.3 �` s % O N /////� \\ �'- `\ 16. �� /"� - - / �-`� �6 / /�x/66. /92.00r O STORM DRAIN I�� x/ 5.6 y* �'-` `�- -° \ _ O _ ! -.c �57 " �`� 1 '� �` �'_- - s85 �7ggE �"" MANHOLE 1_ _ _ _- _--.-��---�,�_c-�i =, _ !b(v - r.�=1,5A, `�r '� - - l ! \�.\ s' CURB INLET � Sx �"�--�a' -''- " --$"r%LE /N=' �� O \ �` ~ 7r(67 D i / p� N\F d=90'p0'OO" T.F.=/64.35' ` --- STEV RA B. _ - � 2 � 4_ � l �' EN R. � LAU R 20 OD ❑ 10" RCP=155.6, F.Y. O _ .r I i ��) i - / _ _ _ _ - r 160 '-�� ' ER d VOL GORDON T 20,00, TOPOGRAPr-IY CATCH BASIN t41� 779 PG. 255J ---- --- 7I�J_T-O_F _------_-_"---_ _-'-'-1 XL 23 wle� p _16�.` \` __ CONTOUR _-_-_- .� •,` TF /66:03 - O 51114 N W - s" X 61. 95 SPOT ELEVATION / !/ ��`/_��,____________________=__Lfili�_ISlxi_- _ _-_- Lp-_ WL25 11/L26 WZ'1a-� ~\ ��fS 7ailLEa'-7'_`' T.F.=/65.A6', , �1�1 -WETLANDS _ _ _ ?+ ✓ \ / �, i _ `/ 1D"TILE=159.1 �\�, in G �_}� c �� '��_ - - - - - - A T DS RIV SG7f71b54a' - - _ - - - - - - _ 171. Z-� 9 _ - "_ - _ =164 WETLANDS LINE I-_- -_ �S`�58759'49"E ___ ____ _- --_ - - - - - - - - - �' � �-' _ - - - `7 - - - - - - -� - %� 55 = - _ - : - _ - : -WL - _ _ _ - �_ry _ _ _ - _ - _ - _ _ _ � wr 3/� ` `' /6a�. ` sic l�f:�. `=`,►.-7-° �,`� O .11ifIL i�� _ _ L_ _ _ _ ._ _ _ _ _ _ - -__ WL•60 _ _ _ _ _ _ _ _ _ _ `� �1` _ 0 212.40 , 6JL- 5 WL56 WL WL59 - - - _ -(,_-__-___-__ __ ____.1Q Sp, __-__`, ---__ WL35 h/L36 '-7 =0 r _ \ �- NE •AE q -_ _ - _ _ _ -_ _ - _ - - 3 - - _ - _ _ WL- \ CONG. NEAD��SALL T _ - - - - - - - - - - O1PEP_.f55:�t __ .� --_- 5i�-- '- -�1-° �-"` �If'' - - _ - - .--�`% - - - -- _ / 35 6, -62 TWIN BXsI' ,w Z AE FEMA 3a. hIL 9 CULVERT P� °� _� '4f - _ - �-_____ ________-__.- Y _ ---___ ---- WL4t � .01 ONE b _ \-- - -- - - - -- -�-� `� FLOODZONE AE iLf'-_-r-T - - - - - - - -_-_ _ _ -_-_- N\F / I•IBW REAL ESTATE _----- -- -- -- - - ----- -------- - --- ----- _- _-_ -_----_---_---_-----_---_ _-_-_-_-_-_- --7-7- FEMA FLOODWAY 5MN / / CONCRETE \ N\F - - - --------------- -_-_ - -_ - _ - - - - - - _ - - ----_-_-_ - - - - T.F.-w.48' `/ //l / BRIDGE -�� ER/C N/KK1 /7rgNAN IRREVOCABLE TRUST ' \_� _-_--_- ___ --- -- --_ - - - _ - - -- - - -- -'-'_ __-_ _ - ____-__ _ --_ -_ lO"RCP154.5' / /' --_-_ - ---- - - - - - - - - - - - - - - - - - - - - - - - - --- / (VOL. 1515 PG. 52) (VOL 25/7 PG. 328) - - - _----------------- _-xlGl.rlGl' _------- - -- - - - - -_-_-_ - WG - - _ - - - - ..�.. - - `L.JML7= Y2F- - - - - N\F - - FLO9DfiVA-r_ -- / so, s.v // ��- PAUL ALLAN ---_---- ---------" ---- --- ------ - - - _-_-_-_-------------- ---- - - - -_-_- -_-_- / `FLR\� h BARBARA J. HEDGES______ - -! N\F (VOL. 342 PG. 33/) \� ZONE .�E CHARLE5 N. $ 17. 1-INDA \- N\F R05E (VOL. I16B PG. 21I) / TIERRA L. 5CNAFFER �� N\F (VOL. 2253 PG. 209) N\F - - - - _ f / / MARIO J. C05TA JR. HELEN NELM NARTLEY-- �� y8i f / / , VOL. 1065 PG. 67 ) 3 �g9„�► - ' / / / ( ) (VOL. 705 PG. l3/ N\F - - - / N\F / NAROLD E. * CAROLE A. MEGA DAC05TA 5NYDER (VOL. 2497 PG. 351) 1i I(VOL. 133 PG. 560) MAP REFERENCES: SURVEY NOTES: • YPE OF SURVEY 15 AN IMPROVEMENT LOCATION SURVEY - RECORD - AND 15 INTENDED TO DEPICT T14F LOCATION OF I. TH15 SURVEY AND MAP NA5 BEEN PREPARED PURSUANT TO THE IMPROVEMENT5 RELATIVE TO PROPERTY LINES. TO MY KNOWLEDGE AND BELIEF, TN/5 MAP /5 SUBSTANTIALLY CORRECT I. ELI TERRY ELEMENTARY 5CHOOL5 5TUDY, SOUT14 WIND50R, REGULATIONS OF CONNECT/CUT STATE AGENCIE5 5ECTION5 A5 NOTED HEREON. CONNECTICUT, PROJECT 1714, 6CAL:I"=40, DATE: JAN. 2004. 20-300b-I TI4RU 20-300b-20 AND Tr-!E "S7ANDARD5 FOR + TNI5 /S A DEPENDENT RESURVEY BASED ON MAP PREPARED BY DESIGN PROFESSIONALS, INC. SURVEYS AND MAP5 IN THE 5TATE OF CONNECTICUTO A5 REFERENCE #1. ADOPTED BY THE CONNECTICUT A550CIATION OF LAND 12327 5URVEYOR5, INC: ON SEPTEMBER 26, 1996. I-10R/ZONTAL ACCURACY MEETS CLA55 A-2 57ANDARD5 AND LAWRENCE R. GEISSLER, JR., L.S. L/G NO VERTICAL ACCURACY MEETS CLA55 T-2 STANDARDS. >%0N o cz- 0 t t y W X 0 LO N G O >-O nN � W W Ofl CO CO r �N tY U*1 1 0LL LL.� NN a��i �0 wa060 0 � tn�0%0 a �x N zaow m mo W ~} Q IL 0 O `go c w W J c WN ,o dc � 4a H a a � J 01, J, C1' O uO O L 0 IL) L in O = N 0IL a �0 a 3� M \0 O O N o LO 'r° r 0 m v m 3 d m IN 2 _I O O V �1. 0 0 W ¢z °0 z W LL 0 O Q V Q Itttt� � LLJ Z .°0 3 W �_ W O W ZA .J W m z 0 V) Lu 0 z O O CL > _ 0 Lg CC o ,a. c� 0° a o J � SHEET V-1 LEGEND: \ BASE SURVEY PREPARED BY \ \ DESIGN PROFESSIONALS, INC. / x EXIST. TREE TO BE REMOVED DMH AUGUST 10, 2016 TF.=173.13' \ I I 18" RCP IN FL=166.7' / + CONC. WALK TO BE REMOVED 24" RCP FL=166.7' c / / \ N\F I / / J. & VALERIE K. MICHAEL POL BIT. CONC. PAVEMENT TO BE REMOVED E x17227 / P GSA INE \ TRACY 5L / 6 N (VOL. 1323 PG. 77 F BRICK PAVEMENT TO BE REMOVED °'y �,\ JOHN A. PINTO JR• & i \ DIANE L. PINTO CB07 PG. 74) N \F I BUILDING TO BE REMOVED Q / / T.F.=170.78' (VOL.(VDLDH MON. NIARCEL E. & SUSAN `` / \ \\ / 15" RCP IN FL=166.1 ' \ FA U TEUX \�W, 24" RCP(N) FL=165.6' �O / (VOL. j.30 PG• 95) 24" RCP(S) FL=165.2' / 000000o WOODEN RAMP TO BE REMOVED G �+ / EMI Y (S1 / TERR \\ S ` MANHOLE (RUSTED) N\F SIGN \\\ � `T.F.=171.45' RA YMOND WL & LAURETTE � /. R. ( CB ® /. P. CURBING TO BE REMOVED T.F.=170.72" / 15" RCP OUT FL=167,04' x 171.59-- /. P. x 173.6 NO KING SIGN394 - \\ MIL TON G. JACKSON, JR• o_ _ / s \ \\ (VOL, 2213 PG. 307) ` /j' // a APRIL N\FMADER \ / 399 PG. 349) / (VOL. 1 DAMES & \MARION C. \\\\ l _ - ' FI TZGERALD \ \\ / x 179./ �4nPWAI SIGN x 174. 4 / ' / i J '\`so \ \� BENT PIPEIV e \ / / m BASEBALL DH MON. FIELD / a ` ` xi56\7 X� / \ \ nlnP<lNG SIGN \\\ �� P //000 \ _��_ N\F \ DAMES H. & LOUISE B.- LOVETT / \ \ (VOL. NOPKNG SIGN \ _ - / J SNET 3942 L-� \�\--�--SNET 3 42 x 171.6 \ \ / \` P J vvr ci _ _ j - CB I. P. � \ \ \ 1. � / x 772.3/ice �� I � � N \F ANCY T \ T.F.=I70,93' - - _ O 15RCPOUTFL=166.7' \`-- �� RONALD x771.25 - ��- \ // _/ - T%, j/ \ 1.P.J £ \ IRVING TRINKS - 221) / 110L. 2071 PG. ��j/ / I / �12" CP FL=163.78' 24" RCP FL=163.78' N\F & \ I. P. �K�/ 9C' /'' N\F EWSON CL� FRANCIS JOSEPH .� / / ?- / j o / - - - �/ i / DANIEL J. MA TH (� THY L. SWIATKIEWICZ YARD DRAIN -�/ , / MATCHLINE SHEET C1.2 / i� / �z 90 DORO T,F,=169.63 /' /t\� / - MATCHLINE SHEET CI.I 8" TILE IN FL=167.3' ii / //� /-x� / / \ - �' (VOL. 2436 PG. z _ / 12" RCP OUT FL=166.8' \� x 770.E %( \ MON. \ TIMOTHY P. & GAIL P.- MACDONALD (VOL. 425 PG. 41) / `� I\ F / \ \\ I \ �/\ \ \\ \ I ' OJT \ 1 \ \ \ �j /+ !G.I. / / / / I �69.30 N i n R' APO 261) / / �/ l �/' i� Po E°\\\ l� \ \. \ \ \\ \\ �'\\ �`. \ \ �� - - - - - - - - - - - �'' I cn - N \ -'rTTC � \ GERNLV 38b \ / / \ II /�L„u \ o , \\ \ \ ��\ \ \ / /� \ �i x169.-7_L-----=-------- �-�� 1 cl CARL F. & vllvc„L (VOL / / /� \ / /1 I / / x `1�3r �� \�\ \ /\/\/ \ \ \ / � ,\ ! / CLCB / / 1 1 BARONE N \ F \ \ f ' / / I A\CPAD \ \ \ \ \ \ \ l '/ I / T. F. =169. 08' /� / Y SACZYK �� J \ \ ( ((VDL. 136 PG. 288) MAR 24" RCP FL-163.35' / wnl 2008 PG. 210) \ \ l.P.-�.� / / I / �� / li '� +�. \\/Y� \ \ \ _*/' / �v� \ / 1--- i �� - ° - \ �"we'/ \ x 769.7 \ I. 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PL\\ \\\ ` \\ \\\ `\ \\ \\\ `\ \\ \x'"`\ \/ / FF- \\ tti�t�� I ' / / I 1�T�E�159.4" B/T. WALK\�-�_ J \ �'\\//\\ � LIMIT OF WERA ND / \ and Regw7i t a> e`Lq`ea x GULA TED Al - RE \ L_ STEVEN R. \& LA URA B. _1 // 4S / \/ / SMH \ �\ �� / �/ i/ --- - �s�- '- �\ \ - _ ' GORDON / �6 / / T�=L5.51' \ _ \ - / - - salty' 79 G 255) S / / / / \ 10 TILE=156� \ \ \ - - \ �/ \ .66 _' q - JO _ s-� �T -=166.543�6/� I I I -` / / I% (VOL. 7 / / / ' / / \ o - _ - _ -5- - - - - _ _ »T/ E IN -� \ - \ P Ind Regulated Area% ' - / _�--cs// i - - - - - 10 jlL�=158.4' O sx - r EL000 NE AE \ -/ - = s��- -T c FtOOD�ONE�K ' - ` �q _-- - - _ - - s / �-- / x 1 5.6 / _ -- %" \ i' / - - _5)' FFER-��- J4� - - �8 C � �-T / '�- - - -, o T.F:=165.06' _--- / ..r ' `� - - _ \, "�� SMH ._ - / _ . ,-- / /h4' - - \ x 16 9� _ LE=159.1' _ - i / �x T. 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' / / \ (VOL.(VDL• 1 CONCRETE / sMH � / / / / / BRIDGE � HEDGES ---- -'=- • r.F=161.48' / _ - - ' / (VOL. 342 PG. 331) - / N\F -" / 7� j TIERRA L. SCHAFFER N \F 10"RCP=154.5 10, -�� -- s.Y. - /' (VOL. 2253 PG. 209) HELD L 705 PG. HELM HART 3�Y =UPPER / ' / N\F N\F CHARLES N• & M. LINDA ROSE ARTHUR LIONEL / SOUCY (VOL. 1168 PG. 211) / 7A / N \ F GRAPHIC SCALE N\F MEGAN DACOS351) / HAROLD E Y& CADER ROLE A (VOL. 2497 PG. VDL. 133 PG. 560) / 40 20 0 40 i I SCALE IN FEET REVISIONS CONFORMED SET MARCH 22, 2019 6-1 ATE PKUJEC I NO. 132-0088 N Phase 1 of 4 W U � N 0- c c - I N N 00 N 0-'-- d 'n N LEI A u ,n y E E v � U 0 w c U E W e UU E J 1 U C � _o 0 C W c - b ;u a � c u 43 m a ``��ttlrrr►tr�� CO NN - z - MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL SITE DEMOLITION PLAN DATE 11/02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. Cleo r> S / LEGEND REMQV�)_ UTILITY POLE REVISIONS CB \ \ \ \ �` " _ _ \ / / / / /* / /`/ 1\ CONFORMED SET BASE SURVEY PREPARED BY T F = 170.95 i� \711\�\ / \ REMOVE CATCH BASIN / / _ X EXIST. TREE TO BE REMOVED / " " / /*S* MARCH 22, 2019 DESIGN PROFESSIONALS, INC. 15 "RCP OUT FL=166. 7 — — — — — — — �� / / / _ — — �/' --I — — -- _ /// / \\ REM J x171.25 _ � _�� AUGUST 10, 2016 REMOVE 4' HT. ° 1� \\ \ \ C CONC. WALK TO BE REMOVED / / / / j�l // \ WATER C.L. FENCE / - \ , / /*/ / / , \ REMAIN I /O T.F=17 •L� _ / / �� / /� WHEN EXI 01 ��/,�/' /�� II // '' 12„'MCP FL l63 �� I BIT. CONIC. PAVEMENT TO BE REMOVED // / /*/ /*/' // \ /°% / �/24 RCP FL=163. 78 � J // // \\ 0 �REMOVE OVERHEAD O/ / / / / / 1 /-i / / \ BRICK PAVEMENT TO BE REMOVED ELECTRIUTILITY POLAL LINES E �_ �° / // I \N�� / ,45* \ BUILDING TO BE REMOVED REMAIN RS STREET) // / / -7 � I REM (TO T ) G ' / YA0 RD DRAIN '� i — — _ WOODEN RAMP TO BE REMOVED MATCHLINE SHEET C1.2 ' / ' '' / / I .� \\ MATCHLINE SHEET CI.I — °o°0000 /* oy / / / ��— )'�j I'� o,;, ��i PR9T�CT EX.TREE� I � T F = % / / / / 1 / / /. P. 8" TILE IN FL=167 5 o� ,�*� / // / / / � / / / / / \ � / / \I J�^�v�nn.- CURBING TO BE REMOVED�*/ o U/-`D n1/T FL=166.8 �— � � R_E_MOVE BIT. WALK—,G / _ r`P ! / / ( \ \� \ \ i' �' —' �-2 / / * ,45*/ /O E' & CURB / >> � V li � � \ \ \ � � / - / i � — — _ _ _ � / / � / / STATE PROJEL I NO. -/ / ` REMOVE 24" RCP \ 0 132-0088 N REMOVE 4' HT. C.L. FENCE AFTER NEW Phase 1 of 4 / / FENCING IS IN PLACE PROTECT EX.TREE / i \ / / / / \ \ \ i / \ \ \ i i \ / \ / / / x 1 70. 6 / / o / ^ n /. \TO_REMAIN / / i / // \ \\ \ \/ / \ \ , \\ \ i /*/ / / / / / D� l lVl 0/ V 2. / \ \ REMOVE CURBLINE AND / �* *S*/ / ( \ \ \ / \ \ \ \ \ i EXISTING PAVEMENT & BASE / / / / / P/ x 16.8.8 / z v R M NDERGRO Nl1 D \ ff \ \ i \ \ \ 1 \ i / ,5*/ l �E�a M ON / �`�' i J REMOVE FLAG T \ \ \ / / */ *� REMOVE BIT. WALK / , / , J. jo C _ / I & Y VE DRAIV—V I /' \POLE \\ _/ \ I \ \ \� I \\ \� \ \ %' I \\ / i / / A'V nI r \i/ / / I I I ! ♦� , \ ca �� \ \ � � REMOVE BIT. \ \ '\ / *� �*/ PAVEMENT & BASE \ \ \ \ j / \ \\ I \ / / / ' REMOVE FIRE HYDRANT, FIRE SERVICE LINE & DOMESTtC- ATER SERVICE LINE. COORDINATE W17HJNSTALLATION OF NEW SERVICES / i / / I rI -AD Q. r_al I�l .� � \. ad" � \ \ \ \ \ \� / / �X /(SE^ SHEET 1C1.4 FORTEMPORARY FIRE HYDRANT �' i / 1CD I 0 I l�_ ..LEXIS W RFES� I \ / 1\ \ / ter.* \ ---_ _ �' % POL( uj CAR REMOVE CONC. U/�R WALK & CURB \ \' \ �\ /i� \ \ \ / /,�*� / o / //" C,L(.Z� / / + I 1 q VOL, r Np �y O /I A \ C \� \ \ \ �'\ \ \ \ \ l 10* REM ► ' T. F. =169. 08 i (1,36 A / I I \ \ �` � / \ \ \ / REM VE CATCH BASIN » 35 I / I PAD \\ \ \ Imo/ \\ \\ \ \ ��' 24 RCP FL 163 I O U REMOVE—CONC. PAD `� \ & BOLLARDS I \ i RE90-VE BIT. WALK � REMOVE BACKSTOP & CURB / I AND BENCH I F-1 Z, 8 J \ \ REMOV CONC.ALK REM OVf�*\6HAIN LIIX'rENG�E� GO \ \ \ \ \ \ \ \ REMOVE CONC.� WALK \ f /'S / / / / I x 169.7 <\�' Al I .,�,.,. \ i n REMOVE BIT. �/ \I � I CJ E B SOCCER GOAL FOR CURB &WALK g A � \ \ TOWN PARKS �c REC. — — — I I / \ — �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ �` \\ � l — �� /� / �� VC / \\ I \ � /—� FIE � �-------------j----L._=T�1.------ I I �■7.� \ \ \ \ \ \ \ \ \ \ \ �\ / JENNIf \\ \\ \ \\ \\ \ \\ \\ \ \\ \\ \ REMOVE CONC. CLEAR & GRUB CLEAR & GRUB/ EX. TREES j EX. TREE / `! \ I 1 x 170.6 I EMOVE CONC. O�ADING DOCK & STAIRS APPROX. LOCATION OF FORMER I / I R OVE 24 RCP LEACHING FIELD. LINES ARE TO I CATCH BASIN BE REMOVED AND SOIL I / / MATERIALS REMOVED IN \ \ \ \ \ \ \ / / / (��P I \ I I 1 ACCORDANCE WITH STRUCTURAL / �� 1 d,8.4 ' REMOVE / // \ \ \ \ \ \ \ \ \ \=�1 \\ 171.46' /' / I \ i I DRAWINGS. / i / I SITE WALL / \ \ \ \ \ \ \ \ \ \ \ / i' ` REMOVE \ BASKETBALL HOOP AOVE TES\ \�\\ \\ \ \\\ \i\ I \ \ \ / / / � � I r� dLce Ir - - ► I/ \ �' i �� N 16 4. REMOVE \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 / \ l Ln F FL= Lo 165.17 _ / — I / V E \0 CONIC. \ \ \ \ \ \ \ \ TILE IN - _ N v l\ l ( 8 17' I i / o WALK REMOVE BRICK — �! \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ — 161. — O10 co co _ b STEPS `\ �� \ \\ l \ 24 RCP FL— II �o ; j E. I \ j/ APPROX. LOCATION OF I I — / / \ / I \15,000 BRICK � / �� \\ \ \ \\ \ \ \\ \ \ \\ _'— -� i W=�= W� / GAL. SEPTIC TANK STEPS //i /� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / I `' ! \\ l '/ \ &DOSING CHAMBER TO BE (III ��------------, ------ i---- / L. -° ° / TO BE REMOVED I / — / I A RON �W EC p P EXE TREE GRUB — I / � 12'\R \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / _-p / / %�/ / �' l I I REMOVE BRICK PATIO & BENCHES. RAN \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / PROTECT & SAVE BRICKS FOR / `�� REMOVE BIT. /1 / \ j C I I q n / 73.9/4 lV /l PAVEMENT &BASE / ) / \ — — — — — — / FEN E AFTER NEW l Vl Ol v \ \ \ \ REINSTALLATION IN NEW COURTYARD I / REMOTE 4' HT. C.L. �. OF GONN�c�� \ \ \ \ \ \ \ \ \ \ \ \ \\ F�Y/ /%\ / I / I \ FENCINIG IS IN PLACE V1111- XX 170.6 / � � F. F.=173.92 /i / RAMP WOCrDEN — / / / REMOVE 24 RCP \ \ \ \ — I / / I SMH �''i,,s�(O�VA` I --F —171.2 1 " \ \ \F. —\ °° ✓ / / CLEAR & GRUB 1 F. 16 l0 TILE/ \ \ �j \ °° EX. TREES REMOVE BIT. WALK \ \ p/ \ \ / / \ / / / I — _ I / — °o \� REMOVE PLAYSCAPE ii T----- J ------- *------- _�/� EQUIPMENT & BASE CLEAR & GRUB EX. TREE REMOVE SANITARY MATERIAL \CL R�§c \ �` / ' / \ \ \ I \ \ SEWER LINE I \ / I / I o MOSER \ \ /' / i i i / \ \ \ \ — � � � � REMOVE &SALVAGE / / \ \� / i / \ \ \ ;� �', " — — �N / 24 RCP TO REMAIN / / I SOCCER GOAL FOR y -- — — _ _ PILC�N II �� / / CLEAR LE TREE GRUB I TOWN PARKS & REC. �— ,' �' — — \ \ / i \ \ \ REMOVE BENCHES I is / / // x 16'�j. c / \ \ /-_ `\\��\ ' '\ c�'o /---____-- �t�X_ - ----- I NELSON T .R IN /� \� // `v� L ----J ,/ 4' HT. C.L. FENCE ARCHITECT S 6' — / TO REMAIN (° // / / 30 JORDAN LANE \ WETHERSFIELD, CT. 06109 + (860) 5 6 3 - 6 1 6 4 \ CLEAR �s GRUB ---� _ y _ "_ _ �_ x =_�/ OVE'-HT- sk T \ 1 / — ��i — 16_— �/ -i N 'EX. TREE— — ZO _ 5x — —/ C.L. FEN CE — — — _ / \ _ _ _ / i I / r I — / H + \ TITLE _ —166.5 / o \ � — =� S � � I / / �� ' � �' — �� --'� + I + - - � SITE DEMOLITION T F \ I / I PROTECT EX. TREE / ' + + ° SANITARY SEWER 0 IN= 1 �5 ` — -61NE &MANHOLE` TO `Sk L C I TO REMAIN P� + - PLAN E , _ / \ _ _ - / , E - - UDland Re ulated + + + + I + + + ENLARGEMENT 4 M -TN— — - --_ _s. _r-�SX"_,_________— �0"TILE_158 \\\� _ , / / �0 -- Are + + + + + o RE \ + wow� .-- s_-- / — - — 4 HT.L�FENCE �__ �s / + + + + + + i + + ——REjvIOVE 4 HT. / 1 / - — o� _ T C.L.—FENCE ii ii.+�+--��—------- —�" —� — ___ _ ---_ �s / — _ -} - + + + + + } + \ _ __ __ _ + �- -t- + rt r + + - - -' ... 1/ -�= .L. - 1 \ _- O -�- ` T T-1- �-�_ .T �+%i __ Sx Sx � - + �- \ : + - / fit' -� +_ + + + I. -I-� + + T - /I TO R�M-AI � T _ L - -- —--�—_+_—5�J[=FYER + + + __/ + + _ _+ t —_ + + --- _ — -- z � T -r + / + + _ + + +_ + + + + + + + /— \ — i _ — / — — — + + + + + + + ± _ a- " �+ + + -T F — 16$.Tr+ " DATE 11 02 2018 -4 � + - = —+_ + + + + + + + + + + + + + � � J \� 1 � + _ — + �+ — _ + + —�- E-15 7� + + + + + + + 'I' + + + + + + + + + \ COPYRIGHT + + + + + + �2� ` 74,4 �a 75+ + I- — �_ _ + + ��. � + + � � _ � + � � � + + + + / + + + + + + Moser Pilon Nelson Architects _ + + + + \ + — + + + + o— °+- + + + + +� F + + + + + + + + + + DWG. NO. / + + + + —o-- + � + + + \0\ /- �/L+2� + + + +++++ + 4 �t25 + ++ + + + WL+ + >—+ +,� + +++'—� + °—� _ +++ ++++++ + + + + 5/++ + + + �_ \ T+t_ GRAPHIC SCALE + + + + + + + w + + — + �+ _-_ +--� o_— __° + + + + + + + + + + + + \ 20 10 0 20 f/I/L 21 + + + + + + + + + + + + + + 4- + + o - 4- + + �-- + 1+ --- o-- + + + + / + + + + \C\ _ + + + + — --w 29 - + — _ + -1- _ o + SCALE IN FEET • + + + + + + + + + + + + + + + + + / - - _J-. + + + -� \ _[ All 7�7�+ + _ _ + + + + + i \ ' + + ° + + 11=1:0►101 BASE SURVEY PREPARED BY X EXIST. TREE TO BE REMOVED DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 CONC. WALK TO BE REMOVED ❑ BIT. CONC. PAVEMENT TO BE REMOVED BRICK PAVEMENT TO BE REMOVED BUILDING TO BE REMOVED ❑°°°°°° WOODEN RAMP TO BE REMOVED —vv�� CURBING TO BE REMOVED DMH / TF.=173.13' , �.P. 18" RCP IN FL=166; 7 24" RCP FL =166.7 // * 1 ' POLE -' x 172.27 �G,,r NP 6 * \� REMOVE CATCH � / G. \ BASINS & STORM 600 DRAINAGE PIPE \ G+ CB \ \ \ \ T. F.=170.78 =166.1 ' RFM grNOrn . \ \ \ \ — \ ♦ 15 RCP IN FL \ \\ \\ .- .. _ �I . � 'SIGN \ \ \ � � 24 " RCP(N) REMOVE BACKSTOP � � ♦ (VOL. / ♦ _ \ x 179.40 o / ° BEM T Plf �E / \� o / o �_...- x1�7 \� '' \\ door / `\\ �� _ — —� —\ _ j i / REMOVE 4' HT. C.L. _ � — _ — _ —...-' / FENCE AFTER NEW \ I _ — — `�——X— / FENCING IS IN PLACE \ I;, f _ _ — — _ — —%� _/—"sx _ i —'Sx t \\ xl I / x 171.E ago 00, — — — — — - —�%' \ REMOVE EX. DOMESTIC AND FIRE /° P. WATER SERVICE LINES. (LINES MUST REMAIN IN SERVICE UNTIL JULY 2020 '00WHEN EXIST. BUILDING IS DEMOLISHED) L - __ - - - - - - - - - J CLEAR & GRUB GROUP OF EXIST. TREES UPON RECEIVING WRITTEN CONFIRMATION o1 BY THE PROPERTY OWNER, ASSUMING THEY ARE ON THEIR PROPERTY / / V \ F I�LOY lEL J MA THEWSON f OA N -go) � � 24,36 PG. VOLz i JI 0A � � N\F � \ VALE RIE K. � MICHAEL TRA Y � \ (VOL.132.3 PG. 77) N\F \JOHN A. PIN TO JR. & � DIANE L. PIN TO � (VOL. 407 PG. 74) \ DH MON. MA RCEL � S FL=165.2' RCP — O♦ 0 � �, \ \ 24 i > � ELI \ \ S 1 \ �MQVE 4 HT. C.L r N \ F FENCE AFTER NEW TERR `-� MANHOLE (RUSTED) ETTE / Gt SIGN \` \ \ \ o \ n /o W �^ L A UR ; O FENCING IS IN P QE o \ \ \ ` T F.=171.45' \ RA yM O/ v CX l l \ \\ BlL L l G J � CP OUT FL= 16 / \o o% x 173.6 °\ ♦\\\ -/ o \� \ 2" N \ o/ — PKNG SI GN ` CKSOI�, JR. \ ./ _ _ - ; - - - - °♦ NO _ - - -- \ n MIL TON G. JA _ - / / \ SNE T 394 / - — - \ \ 0 0 2 / PG. 30 7) \ / " "-�' , % ,' o \ ( VOL. 2 \ / F REMOVE OVERHEAD \ \ \ °/ o � V \ n / E CTRICAL LINES \ \ ' / / ♦ / MARIoI vc UTILITY POLE _ / REMOVE BACKSTOP l Fl TZG \ - _ ° REMOVE BIT ♦ \' \ \ \\ o ��\ , �° x 174.4 / �� WALK \ \ \ �lV OPKN SIGN \ /° i o° ♦ BENT PIPE \ �� \ \ \ REMOVE CURBLINE / / ° \ \ \ \ \ o \ NG PAVEMENT VEMENT& BASE °% / / G'n — ° �\ �\ \ \ �� G�BASEBALL \ DH MON. ♦ \ �\ \ \ ♦ O - FIELD ° 0 NOPKNG SIGN\`\`\ ---- I F 0VE 4' HT. DIES H. &� L O UI SE B ♦ - - ° \ X \ ♦ o C.L. FENCE — — — �- — / \ REMOVE 4' HT. C.L.FENCI ' / AFTER NEW REMOVE\ � — " ' FENC NGE IS IN PLACE \\ _ — L 0 V E T T & STORM DRAINAGE ♦ / \ \\ \ ♦ / ° ,� / \ _ PI \ \ " 72 PG 9� \ PKNG SIGN �\ \ rt \\\ -__ R _---- / / _ ��x- -� \� \ REMOVE UTILITY fetE—SA' NE l 3 /' \ 3942 S/ SNE REMOVE UTILITY POLE D \ , \ — SWP C fJ � 1. / / T.F.=170.93 REMOVE HBASIN —166.7 0 E CATCH — 15RCP OUT FFL- x171.25----- __�� / \ REMOVE 4' HT. ° ,� \\ \ \\ -i �— �"-- j , \ REM C.L. FENCE / o°*�/' (' \ % 7 9' \ " " �' /' 1' \\ REMAINWATEI T F. \�,* / /�` WHEN EXIT ° CP FL = 163.78 12 24 " RCP FL=163.78 REMOVE OVERHEAD � /r /1 --1- �r � \ELECTRICAL LINES & UTILITY POLE / P. ,6* EXIST. 24" RCP TO / / * � REMAIN (TO STREET) G / /% / YARD DRAINo', //,��PR TACT EX.TREE -' ��/ i ''-- MATCHLINE SHEET C1.2 -'95*ice // � �REMaiN— �L ' � ` T. F. =169 63 /o - /� / - I \ MATCHLINE SHEET CI.I* 1 // // /. P. / / \ 1 � \ 12" RCP OUT FL=166.8' *i REMOVE BIT. WALK - P / (� \ \� \ \ -' - — 7Z7? — — /l / // // °♦ _ /o �� & CURB REMOVE 24" RCP*i' // /' o REMOVE 4 HT. C.L. �` it \ -�' �' / // \ \ \ \ �' \ FENCE AFTER NEW \ 1 Xi 171.1 \ , i / / FENCING IS IN PLACE i- ` PROTECT EX.TREE -- \ / / / \ \ \ \ i \ 1 \ \ i\ / ` /**' x 170.6 /' / °♦ PTO REMAIN 72.97\\/ —_ GRAPHIC SCALE REMOVE CURBLINE AND / /�P/ / / 20 10 0 20 / v — R Iv1 NDERGRO ND / \ \ \ \ -\ \ \ \ / \ EXISTING PAVEMENT & BASE *� i / / / X 16/8.8 C / \ SCALE IN FEET REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase I of 4 t W F— � r 2 UJ u u V c0NN c c a-1 d N N � u i N &A � E v O \a V — y F— u a5.2 0 c w `m N N •j W C N E O ..MbW� W C u C W C yVj ��Cpp J > C H 1 V J J U Q O c w zL $Z L L a MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE DEMOLITION PLAN ENLARGEMENT DATE 11/02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C192 .-i TIMOTHY 1-1 REVISIONS LEGEND: MA CD ONA L D \ � / / / : v ' � � CONFORMED SET BASE SURVEY PREPARED BY MARCH 22, 2019 (VOL,DESIGN PROFESSIONALS, INC. x EXIST. TREE TO BE REMOVED 425 PG. 4'> AUGUST 10, 2016\ �i CONC. WALK TO BE REMOVED / ° / / / n \ / I'! ! \ \ /� ./ / / / / I REM�V/E -1 2' RCP--' ❑ BIT. CONC. PAVEMENT TO BE REMOVED N / o / / 17/ / BRICK PAVEMENT TO BE REMOVED N F R E 6 / CLEAR S & REE� L�\ /� E�P \ ' / \ /\ PM BUILDING TO BE REMOVED R /'` / / / \ 1 / GE 386 �/ / 2 WOODEN RAMP TO BE REMOVED (VO N \ F / �' /' / /'� A \ o J1�v CURBING TO BE REMOVED A CZ YK \ / l ' / ' I PAD ax MA R Y S NoL. 2008 PG. 2/0) 1.P.—� �� / /A�R REMOVES C. PADI �� / � � / / / & BOLLARDS 1 �� STATE PROJECT NO. Phase 1 of / ° 7-5 L.P. x173.2 \ / V \ IST. BLDG TO BE p / / / \ REMOVED / \ \ \ ✓ , \ \ \ \ \ \ \ \ _moo / �` All ON —� �/ /\� / REMOVE BIT. WALK & \ \ \ \ � o � //' CONIC. CURB 'REMOVE-4'HT. ��/'' \x' \/ / I / /' �/ /\\ \ \\ \\� S'L- FENCE / / '% REMOVE PLAY CAPE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W T^ EQUIPMENT,&�BASE //4' HT. C.L. FENCE L' / /' / h' ,' % / / / MATERIAL/ TO REMAIN YS I �' \ \ \ \ \ \ \ \ \ \\ \ A PEA /{ ► I \ �' � � � E� CL�\4R & GRUB � \ \ \� \ \ \ \ \ \ \ \ \ \ \ \ � EX. TREE I \ REMOVE // w \ \y i \ \ \ \ \ \ SITE WALLREMQVE CO C. / O \ , 50/ BUF0\ FER/ I /10 S.Y. x I6 9 /' � \\ / \ /' \ \ \ \ \ \ \ \ \ \ \ \\ REMOVE CONC. WALK REMOVE BRICK STEPS / t \ x �7 .8 /l / // / //\—\ \\ \\ \\ \\ \\ \ \\ _ _ , BRICK /� I\ / --_-__ \ \ \ \ \CLEAR GRUB � / / ' \ /' / /' / /' \ \\ \\ \\ \\ \\ \\ \\ E EES u�/\ / STEPS �� 0 \ I I / O / \ \ 1 \ CLEAR \& GRUB \ >; - \ \ // EX. TREES \\ �\ \ \ \ \ \ / 1 I AR Rom\ \ \ \ \ \ + W -(A DR -Al \ \ \ \ \ \ \ \ \ I I I \ \ \ \ o REMOVE PLAYSCAPE \�,` \ \ \ e I EQUIPM�IENT & BASE\ \ \ \ \ \ \ \ MATERIAL REMOVE BIT WALK o / / o I\S;01 SAND REt�I-oVE CHAIN ----_ \`\o \ \ \ \ �N E '0'D E LIMIT OF ICE LINK\FENCE // d Regu�cd Area �� %`' �'� r - /' p \ \ \ \ �' 3 u 10 10 REGULATED A R A- - - REMOVE�51T. VR ` n \\ \� \ \ \ \ \ \ / / N ° - / REMOVE Q/ h\ \\ \\ \\ �/' /� �WJ� SE �CONC. PAD` / \ \ \ \ �/ n / / J u Q o SMH \ \ \ \ \\ \ \ �i _ /' CLEAR & -GRUB 0 � // // /ems/ ---- T—F= �65_5I` x 66.3 \\ --- \\�\ \\\ _ - I ///EX. TR`EE- / // / e l0 "TILE= I56. 7 \ — \ LLJ 2' 4 _ — — — -� _ � _�---- `O O _ _ - s x --� � �"'_ s - sx - 5= s =— LO _ - �_ �T =5`- - MOVE 4 HT. / / ��`` 00Nty X 6 ' / -��- -�- C. FENCE - - ' -�-' T/ y E. M Sx _ CP — '- _/ -. ' 1.1 1-1. - ��\�-\ \ --- —s�'- _- .—• _ ` SMH 55 — 4. I _ F— 6 Y / — — _ / — _ — - — �, - — —_ �i T F / 5 — — _ _ --- -- - _— ___ --- - — -;: _ — I6 —__/_ _— / / wL- 22 wL _ ` wL 10" RCP=155.6 / -- /� I / / ° / /� —�__ _ / — fi - _ _ -� - -\ - �� t w 1 7 /� — - //------------- _ IO wL I I \ ' wL I2 - FLooa F r — _ -- - -- — - - -- \ MOSER _ _- LINT OF - — — �- 5 _ � HT. C-E: _ - - _ - _ - -- - -- -- PILON - - G o / / / - / -- - -- / /TO REMALN' i � / / � / - - - -- - - -- 0 ✓1-Va / I wL --WA _RI �� T - _ NELSON �R A TO, -- I0' --LE= �5b'. 9 -- — / SHED UT Y _ -� -- ��-WA- — — ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 wL 8 — — -� — — �� / - T — -- — �G_. (860) 563-6164 - — 4 + ++ + + wL 60 4- T wL L A _ x - 54 � - — / wL 761/- — -- - - -- _ ��, - o - 10000 - _ TITLE wL t�_ - / - - SITE DEMOLITION I ► { ' -- wL 53 J`6 T _ _ _ - PLAN 7 - - wL ENLARGEMENT '000 H _ oe 0- wL 52— ,57W - ' 0 — — — — — — — — — —� �� DATE 11 /02/2018 / I /' /' \ _ Q _ COPYRIGHT — o — L 49 Z - Moser Pilon Nelson Architects -- / U 1-1 DWG. NO. / , \ _ _ -' � GRAPHIC SCALE 0 N\F 8 �' / / \ e - \ MA H N SCALE IN FEET C1*3 J C . r- . 0 0 N N 0 N L: m z 0 a z CL SITE PLAN NOTES: 1. REFER TO OTHER PLANS, DETAILS AND PROJECT MANUAL FOR ADDITIONAL INFORMATION. THE 27. PROPERTY AREA EQUALS 727,342 SQUARE FEET. INLAND WETLAND AREA ON PROPERTY EQUALS 69,086 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE SITE ENGINEER IF SQUARE FEET. PERCENTAGE OF INLAND WETLANDS ON THE PROPERTY EQUALS 9.5%. NO INLAND THERE ARE ANY QUESTIONS OR CONFUCTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD WETLANDS OR WATER BODIES ARE PROPOSED TO BE DISTURBED OR ALTERED DUE TO CONSTRUCTION CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO BIDDING. ANY CONFLICT BETWEEN ACTIVITY. APPROXIMATELY 0.5 ACRES OF REGULATED AREA WILL BE DISTURBED FOR THE REMOVAL OF 1HE DRAWINGS AND SPECIFICATIONS SHALL BE CONFORMED WITH THE LOCAL ARCHITECT PRIOR TU THE EXISTING SCHOOL BUILDING, DRAINAGE IMPROVEMENTS AND A PROPOSED WALKING PATH. CLEAN BIDDING. GRAVEL FILL MATERIAL WILL BE USED TO BACKFILL AFTER THE REMOVAL OF THE BUILDING. MINIMAL FILLING AND EXCAVATION IS REQUIRED FOR THE OTHER PROPOSED IMPROVEMENTS. NO WETLAND AREAS 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIALS AND PLAN ARE PROPOSED TO BE CREATED. SPECIFICATIONS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW. 28. PERCENTAGE OF IMPERVIOUS COVER: EXISTING 19.8% - PROPOSED 30.7% 3. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION NOTES PROVIDED ON THE DETAIL 29. ALL PLANS USED IN THE FIELD MUST BEAR THE STAMP AND AUTHORIZED SIGNATURE OF THE TOWN OF SHEETS. SOUTH WINDSOR. 4. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION 30. ADA ACCESSIBLE SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CONNECTICUT STATE DETAILS OF BUILDING. BUILDING CODE AND AS AMENDED. 5. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED 31. THE EXISTING TREELINE IS THE LIMIT OF DISTURBANCE EXCEPT FOR THE REQUIRED CLEARING FOR THE DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING INSTALLATION OF DRAINAGE OUTLET PIPES AND RIPRAP LEVEL SPREADERS. 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 BEENAUTHORIZED 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" CIA/I AT • STRIPED ,1111 J1,L Ill 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 G� Gx / / / P.O.B. CENTERLINE AT G, PROPERTY/R.O.W. LINE N: 876326.368 s E:1054046.22 \ N\F JAMES & MARION C. Fl TZGERALD N\F H. & LOUISE B. LOVETT L. 72 PG- 9) NECESSARY FOR THIS WORK 20. EXISTING PROPERTY AND TOPOGRAPHY BASED ON MAPPING PREPARED BY DESIGN PROFESSIONALS, INC. IN AUGUST 2016. MATCHLINE SHEET C2.2 21. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND MATCHLINE SHEET C2.1 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. �� r 24. THE CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKINGS. I �� 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 \ 0 10 THAT THE LIGHTS WILL NOT SHINE INTO THE EYES OF ANY PERSON EXTERNAL TO THE PREMISES, OR as. CAUSE A NUISANCE FROM EXCESSIVE GLARE. \ I DH MON. CENTERLINE AT P.C. OF ,' CURBLINE OF DRIVEWAY N:876119.9346 E:1054126.826 - RAD. POINT � COORDINATES N: 876059.165 E:1054150.5547 I. P. \ N \F LAURETTE RA YMOND B L LIG NV JOHN A. PINTO JR' & DIANE L. PINTO (VOL. 407 PG. 74) \ N\F MICHAEL RA VALERIE K• (VOL. 1323 PG. 77) /. R. N\F MIL TON G. JACKSO , R• / \ (VOL. 2213 PG. 3 ) P.O.B DRILLHOLE IN TOP OF MONUMENT - COORDINATES: N: 876293.8322 E:1054519.5601 DH /tyr'u,'v / GRADES 1-5 PLAY 7,850 SF +!- �4N _ END CENTERLINE N: 876110.7592 Al \ G. IVUYYYL.VUVV \ 1013 , t • . :� �� . INTERSECTION / - G� COL. 18A & CA \ COORDINATES 12' FIRE LANE WITH 4' T • 6 B '', 0' N:876041.4687- E 1054364.1426 \ ^ REINFORCED TURF „ : ( INTERSECTION MAIN ENTRANCE COORDINATES N: 876005.9812 \ ' E:1054261,0814. f of 1 • INTERSECTION P.T. CENX LINE N:876081. 04 E:1054542.719 N\F MARCEL E & SUSAN F. FAUTEUX (VOL. 130 PG. 95J BENT PIPE APRIL N\ MADER (VOL. 1399 PG. P.C. CENTERLINE N:876108.9836 p E:1054713.9073 " P.T. CENTERLINE N:876088.9347 P.O.B. CENTERLINE_ AT E:1054621.6539 PROPERTY/R.O.W. LINE P.C. CENTERLINE N:876108.9714 N:876087.6683 N \F E:1054772.2073 E:1054618.8937 _ MATCHLINE SHEET C2.2 DANIEL J. MA THEWSON _,/M, ,TCHLINE SHEET C2.1 (VOL. 2436 PG- 90) /_ DH MON. N\F NETTS C BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 ! P. Gl o F CARL F. & x I z COL. 18A & WA ° COORDINATES BARONS (VOL j g N:875880.6671 136 PG. 288) \ `f' I E:1054419.5122 It /� / i I I I �• cI � f -m i I I I I I I I I 11`i 11111111 I ITTI1Ti p COURTYARD Q~ ---- --- ---- -- - -� - MON - f z /\ / �\ w I �4� >I N\F MON / / \ \ ` "' ! � u u i { u z ,JENNIFER ENSLING N a OI ¢_ � / / \ U a�N F_oN g 11 H � Iw O i i yVA / Lu I I cV i /� \\ T Q GOA �= I CV -- \ U - UFFER I \ \ 1.0 53.05' f 55' 54' : 36' = . f- 10 S / I \ \ I I I I R.P. ISLAND ML0� M B ---- _- i P.O.PARKING LOT LAYOUT 90.5' - - EXTERIOR CORNER OF BUILDING N F I T � r: - I \ o A I I SOUTH Af ARON L .& 5ARAH L. P.E. GAME FIELDS \ I L ENTRANCE - LEONARD \ \ - - - f - - �- VOL. 1361 PG. 232) m � _ I I \ AD f / D ALTERNATE I f- o \ \ / ` / ` �_ _ _� f BUILDING AREA I ® I \\ ( / \ / (2,395 S.F.) I ' MON / / aOEM- - - - - I \ N y K PLAYGROUND /� - - Sx- O \ \ / / �\ 5,570SF \ \ WE LIMI T OF / --� / a Regu / �� - - � �--_ / ,anI ated Area �� - �•` f�i ... .. ... .. \ REGULATED �A _-- STEVEN R. & LAURA B. � / \ / / - - - - / LOD FL O ZO E - - sz - / S �!� LOD---- - OD ''` OLD LOD o4 GORDON LOD - - - - LOD f SOD LOD _ - s - X S �� _r �\ \ (VOL. 779 PG. 255) 0� OD 0 _ELOODZONE AE O O - - 5. 5" r / s, ` �.�--�OOp`L 8� ated Area; <00 0 + + y + + < �/- o O F 'E P land Re ® / - S. - S_ - -05% FLOODZONEVC S.Y o O o �---� + + + + + + r \ \ O _ y- 50' BU ER �---- + +/ + + r - _ T - sx y _ S a - + + + + \ _ + SOD a - S* - -- -fSx- _ - - - - J� + + -� O Tl - •-�•. - + + + } + + r 'T� - d Sx '1-- Sa 5x_ --=� 1 + + + +. + i � o Y wL _ _ / + -, r N w F + + 13 - wL WL 2 + + r O + + + + / + - + WL �WL1 - WL 16 WL 22 5 ,. WL 28 " +++ + + + + O- a d + } + + + + + + WL 17 WL + - - WL 26 Op - + + + + + 7 + t + O- _ P y"' .� + I" tom. + + + 1 `+"+ _ _ __/- - L 2 ? WL 21 `! WL 2 + + + + + + + ++ + + + t + + - 0- + + ++ + + + + + \ _ - + + + + WL JQ + + + + + + p + + + + r } + + + + + r + + + - - - / - _ _ - - - - WL + + + + + + t + + + + + + + + + � � WL 34 -. ,- - � WL J_ WL 36 k ` + WL �b + + ` + + T + + + _ - - +'+ + + + + + +++ T '. - - �� O } + + + + + + + + + + WL + 39+ + + + + + + + ` 7 'w' + + + } + b. + + + + WL 8 _ - _ - - + + + _ FL �D � + + } + �- + T +- WL 38 + + + // ' 3 + + + + + + + + WL 54. IyL 55- _ N� �r\ _ + + +++++ ++ +++�} I +T} +++++++ +{+ ++ ++ ++++ ++ +++ _ _. - - - - - r + _ �\ + + + + + + + + + + + + + + + +++ + + + + L + + + WL 42* + } } _ 5 � 11 - } WL 59 _ - + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + / N _____-- - ++ - R + + + ++ + ++++ ++++ + ++++ } + + + x + w + + + + + + + + + + ++ +' L 7 - VIK WL 53 �-- _ !WL_6+ + + y+ + } _ 6 ++ + + + +++ ++++++++ + + + +++ + ++++++ + + + + + +++++++++_+ I- - crt lh� _ - 1 i \ +- - _-- - - -- - -___-- - - - - - -y + _ _ _ _ _ _ _ _ - / t - - -- WL 44 49 1 -- �- - - - - - - - - - HBW REAL ES TE �^ _ _ _ _ _ - _ _ - - _ + / NV IRREVOCABLE TRUST _ _ - _ _ _ _ _ _ _ _ -_+- t �+ x + + WL - / IKKI MAHAN _ - + + + } + + + + + + + & N (VOL. 2517 PG. 328) + + + + IC -_� + + + + _ +++++++++++++++++++++ + + + + + + } + + + + + + + +++++++++}+++++ } + / 15 AN & BARBARA J. + + + + + + + + + + VOL. + + + + + +! + + + } + + + + + + + + + + } + + CONCRETE ( PAUL ALL \� + + + + + + + } + + + + + + + + + + + + + + + r + + BRIDGE HEDGES + +-= =- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + }/' + + + + + + + + ++ + + +++ + + + (VOL. 342 PG. 331) N \ F ER + _�-- --�---- + + + + + +j + + + + + + + + + �_ + + TIERRA L. SCHAFF + N\F / 70(VOL. 2253 PG. 209) HELD L. HELM H R 3 �Y S.Y..r / N\F / I �=_BUFFER N \F CHARLES N. & M. LINDA ARTHUR LIONEL / ROSE / (VOL, 1168 PG. 211) / SOUCY NV MEGAN DACOS TA \ N\F 351) HAROLD E. & CA ROLE A. (VOL. 2497 PG. / \ SNYDER / GRAPHIC SCALE (VOL. 133 PG. 560) / 40 20 0 40 I � � SCALE IN FEET REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 v W~ t N a� U - - L co cv a N to N Ln LLA i .n E �p �poO = H c Ru J `O U -CO-0 E E I- II- y •� 0 O w E L �W tL E 0 c w c UL. �U� _ > E h J 0i J U O 0 V t 0 L v a rrriii�i `��\11I1 C O NNF - � - � S`S10NALE�ea�e �1111111110,% MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE OVERALL SITE PLAN DATE 11 /02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C2*0 F PAINTED DIRECT19NAL ARRO \ ° ° ,os� �s ``� �� 3" GRAVEL MUSH -�_ - KEY TO SI G NAG E: N. VISITOR PARKING (w/ARROW LEFT) 4" WHITE PA/INfED` LANE L1�E. ° °a /- • e & �P (3/a" CRUSHED STONrOVER ° - ' s' 0. STAFF AND ADDITIONAL VISITOR \ i<, °\"PN SOIL SEP�&ATOR FABRIC) � �.° A. "STOP" PARKING" (w/ARROW UP) 12 R25' \ X ° a° �5 �o. �" 6 6\G�c� 11 •� / °° ��° C5.1 CIP CONC. CURB- „ \ TRANSFORMER PAD °a -_� B. YIELD P. STAFF AND ADDITIONAL VISITOR \ CONC. WALK 51 a �� 5.1 �� - --/ C. "NO PARKING FIRE LANE" (w/ARROWS PARKING" w ARROW RIGHT) 1�\ - ` a g e p /\ SOUND SCREEN O / ( / It °. �- o� �5 t�l / (SEE ARCH. DWGS.) %r TRACH PAn LEFT & RIGHT) Q. "DO NOT ENTER" 4'FUSED C.L. IIN E V 1/ EXTRUDED 10 ti°` 6 $ ° C C5. ENCLOSURV D. "NO PARKING FIRE LANE; STUDENT R. ;'ONE WAY(LEFT) SET 1' INSIDE PROP. LINE I CONC. CURB C5. �` ° uR� ° GENERATOR PAD SEE ( ) \ �'., a STEEL BOLLARDS' g \SEa " STRUCTURAL DWG DROP-OFF ONLY" (w/ARROWS LEFT S. 'ONE WAY (RIGHT) I COORD. W/�1'.1 TO lR 7, °� °� I ° �� s PROTECT AS METER C5' ° CONC. CURB RAMP & RIGHT) T. "SLOW; LEFT TURN W/ DET. WARNINGS E. "ACCESSIBLE PARKING" U. SLOW; PEDESTRIAN CROSSING F. "ACCESSIBLE PARKING - VAN" V. "ACCESSIBLE LOADING ZONE" C C G. "RESERVED CAR POOL PARKING" W. "STUDENT DROP-OFF" (w/ARROW LEFT) \ 25 �- °° S��D ° ° �: °° ° H. 10 "RESERVED LOW EMISSION &FUEL X. "WE NEED YOU TO BUCKLE UP; SOUTH CIP CONC. CURBS`N\ ° (MOUNTABLE FACE PROFILE) C5.1 R26 EFFICIENT VEHICLE PARKING WINDSOR POLICE SERVICES I 8W�/ \ `p ``° \ °G1 ° ° < a I. CLOSED DURING SCHOOL HOURS Y. CAUTION; AREA BEYOND FEN ELINE / �< vol 4 WHITE PAINTED LANE LINE SURFAC MOUNTED \ ° ° ° ` ° ° G ° N P ` ° 12 J. "MEDICALLY FRAGILE STUDENT SUBJECT TO FLOODING WITP10 T � B CYCLE CRACKS � `aa C �° °\N° ° \-P� CIP CONC. CURB NOTICE; DO NOT ENTER WH MATCHLINE SHEE C2.2 TY. 7 DROP-OFF ONLY K. "NO ENTRY BUSES AND SERVICE FLOODED" / MATCHLINE SHEET ► t - - - ° 6 ° - \- 4 YELLOW FIRELANE� T"CHING ' POLE MOUNTED LIGHT �s / / \ ° (3' WIDE ZONE) SErC2.5 ° °� ° END INTEGRAL CON CURB; VEHICLES ONLY (SEE SHEET L2.0) ' S / P I �\°° 41 START C.I.P. CURB 0 WALL. L. STUDENT DROP-OFF AND VISITOR 8 � - - - ° a ' s. �l - �`� \ Q 4 WHITE PAI CANE LINE g °�\ nAnv,,.in /... /Annnu, nine i-r\ TYP- TRAFFIC CnNTRnI SIGN : /'�' \ I / i _ '°`\ �n ^ ` \ nc , HD CONCRETE PAD \ I PARK INu IW�HtCmi R Gr11) i - --.....-- - -�� I � � / U � \ � °° � M. "STUDENT DROP-OFF" AND "VISITOR / \ \ \ 10 6 a _ TYP�EE�STRUCTURAL DWGS.) E DOORS ` t a� 7 PARKING (w/ARROW LEFT) EXTRUDED CONC. CURB C5.1 �`"r / -` �- i ° ' -e �� -\ C51 6 CONC. WALK - \ °° ; ° ° 8 7 CONCRETE WALK W/ v "� K a I ° y C5.1 1 INTEGRAL CURB \ 12 GIP CONC. CURB i '-� �'-�' t` y / CITH 420"NC. RET. WENCESEE STRUCTURAL TR C URAL DWGS) C5.1 r/ ° ° ° ° ° I / 4 4 HT. CANTILEVER SLIDE GATE C.L °� ° I C5 7 BLACK VINYL FUSED C.L.; \ h I Q --- ----------�-------$- 4' CLEAR OPENING) SEE LAYOUT ENLARGEMENT �---- -� I� � 3 t SHEET C2.4 s �5.2 1 C . R I ° + ° ° 25' HT. ALUMINUM FLAGPOLE W UPLIGHTS / �� I I 30 I I C5.7 / IN12' BIT. CONC. FIRELANE 6 I a---1-n----- -- --- -- -- - - -------- W/ � �-� REINFORCED TURF SHOULDER B---off-05.1 SEE LAYOUT ENLARGEMENT (ACCESSIBLE MER ECY ACCES ) Rom_ cnr n TAM r noncculA1 v �1� � I ° ° ° r �_ C1I7PT (`� d u cp• Jr GGV Ih1DLG 4R VJJYYFiLf\6- -``- a-- - °=-- ------q ---- -- - -- - -I �� " vim. W/PAINTED CHEVRONS 25• I - : - - ° - a___ _� p �, SEE LAYOUT ENLARGEMENT ° 4 SHEET C2.4 1 % I 8 7 CONC. WALK W/ 16' 12' o ° W�C�ST STONE CAP INTEGRAL CURB ° I° ° ° °a ' CONC. FROST PAD AT - - �, ENTRANCE DOORS TYP. (SEE STRUCTURAL DWGS.) ./ 06 2 D. DUTY BIT. CONC. I ° ° ° CO ° ° ° I , PAVEMENT (AISLES) I Ra, ° C5.1 CONC. WALK VINYL / \ ` 4 FUSED C.L. FENCE �101 EXTRUDED CONC. \ I �L I A ° e 1i }_- i : a ° R�B� e I ^ \ I �SE��o,' INSIDE 3,R I KAMF' I \ °� rrtvr GRl I LINEN) 1 I U 1: 12 RAMP / c'' x / I ( Q E N 17 7 ACCESSIBLE LOADING ZONE ° �� ° ° t ��' . � 3'R I C5.1 C5.1 FLUSH .CONCRETE WALK WITH I ° � ° 3 R o V e DETECTABLE WARNING TILES I °° o a CONCRETE WHEEL STOPS 4 - / O CONC. WALK 1: 12 RAMP ' -- I ! rt-2.5' 14 PE MEABLE I 3'R I 3'R \ C5.1 ASPHALT 1 0 E -I` 17 t FLUSH CONCRETE WALK WITH ° ° ° r '8' C5.1 C5.1 DETECTABLE WARNING TILES 1 1 B °� F C5.1 CONC. WALK RAISED WOOD FRAME 5 - �- ° ° i - ° - It Q PLANTER BOXES (QTY: 8 °' °° I ° IT. CON 4 _ T p (NO CONC. WALK BELOW3 �__e _ ° EXTRUDIiO CONC. INTEGRAL COLIC. CURB EXTRUD CONC. CURB WAL C5.1 GQ--� I 00 2.5' C5.1 I I ° ° 1° 12 CURB °,-° -T- �- 1 E- © URB RA PS 15DE . 7 G ° I i L -RNING Ti ESCWARNING 5.a° � , \ 4 BIT CONC. PAINTED -r - ALK W 8 7 (W/PDAINT ED CHEVRONS CROSSWALK -- I \ C5. WA K L CURB 5.1 C5.1 ° ° I °I r WOOD BENCHES ° uf .� I ° _-°U=° EC.) DETECTABLE WARNING P'Stt I li - °- CONC. FROST PAD AT C,1 TILES (TYP.) T ° 6'R 6'R 6'R' �6' 6' 6'R ENTRANCE DOORS TYP. I STRUCTURAL DWGS:) 1 T ED TABLECROSSWA I 7 H LK U T -�- 2,R <-°+ e a Ges--T---z �- , a °° 1 1 ° ° W/PAINTECHEVRO 12' 12' -- ° ` - ---I---° H CONC.P S I _ _ _ ° I ° 1 C ° H I ----- I s .651 ' 60' 11' 60' 11' 24' 13' 9 60' 12' 24' 8.5' ° ° 34' ° BRICK SCREEN WALL: ' I ' 24' I ----- a Lp 36 , HT. 24W/ CAST STONE CAP 1 ec EXTRUDED CONC. EXTRUD D CONC. ,° �\ ° ° / 4 1 C RB _,__°__ 4", YELLOW FIRELANE HATCHING ' 2.5' 3 WIDE ZONE - SEE C2.5 I c ° ° j,-=- �/ 4 1 ( ) �a MASONRY SEAT WALL W/CAST STONE CAP I ° /R`\(.n mFmnRATIVFFXTRl1CkP CnNCGAA� I uuNc;. ° AlFiIPHALT , - ° ° I I' ° I C5.7 CONCRETE PAVERS I 2.5' �; tx I Kuu u C5.1 A CURB ,----° r--�-I I 12' 1 12, I - I °° Y _ I / M Q 1 QI P ° ° ° �, GONC. FROST PAD AT ENTRANCE DOORS TYP. � I / ° ,a 4 MASONRY r� ; _ ° (SEE STRUCTURAL DWGS.) ° ° ° °� C5. W/CAST STONE CAPL RMEA L I ' ' E B E 3 R 3'R N \- 3 R I - -a - ( 4 HT. BLACK VINYL 14 P o � I C5.1 ASPHALT I - e p 7 I I FUSED C.L. FENCE R CONC. WALK (SET 1 2/C521/C5' INSIDE PROP. LINE) ni I ©� CTIONAL ..1 CONC. WALK W u u W (TYP.) 2 / 8 rI <V I I � INTEGRAL CURB C5.1 --, ---- 1 w w cn cn I 12 - - w w I 1 N -C, CIP CONC. CURB z zI (FULL ISLAND PERIMETER) C5.1 - - - - .- - - �� r� 1 iD Q P.C. _X I N Q Q 6' 6' 6'R A I R=25' 1 �'� � Q � 1 � ° SEE LAYOUT ENLARGEMENT SR '�8� SHEET C2.4 1 �'�. � / ° 1:12 RAMP ° - - - - - - CONC. FROST PAD AT 3'R _ _ SR' T ° ° ENTRANCE DOORS TYP. o o I to J 4'R, ° (SEE STRUCTURAL DWGS.) i C5.1 to SPIAVEDMUTY BIT. ENT (AI N 12' 12"(FLCURBSH BREAK LEAK OFFS / 6,R mt ; i ; 1 665 ti / / L------ �--- fa ry V 10' 5' 81' (9 SP. ®9') 13 - ° ° `' ACCESSIBLE LOADING ZONE I I ADD ALTERNATE I N, INTEGRAL CURB /81 i�� f ° 1.19 RAMP (FLUSH CONCRETE WALK WITH BUiLDiivt' AREA FvR R=3' \ , (MOUNTABLE PROFILE) C5.1 ` ° dETECTABLE WARNING TILES) NOTE: FENCING AND GATES AT THE K PLAY 4 BIT. CONC. WALK 2 CLASSROOMS & al 3R �� ° 8 CONC. WALK W/ AREA ARE TO BE INSTALLED ONLY AFTER c5.1 (PAVED PLAY SURFACE) EXTENDED HALLWAY I I INTEGRAL CURB PLAY EQUIPMENT AND PLAY SURFACING HAVE I 10 EXTRUDED CONC. CURB '`� ° °° BEEN INSTALLED (AUGUST 2020) HAUNCHED CONC. FROST PAD TYP. (2,395 S.-OKF.) I C5.1 � ,° ° ° �k (SEE STRUCTURAL DWGS.) '-R=100' r-R=120" 4' HT. BLACK VINYL FUSED C.L. FENCE (SET 1' INSIDE PROP. LINE) i MATCHLINE SHEET C2.2 -,MATCHLINE SHEET C2.1 i� OH MON. REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 2 2/22/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 O r O I� x N\ o � I CA RL F. & cin BARQ � o t (VOL. 1.36 O v I �a i w � w N W 1n N \ �D U U g N ci N U d J c c - y., _ - N op oco m c N d LA � E 00 2__ N c S O v, v, y Vc N J U E LL C C c 3 L r\ C w (J C Kum- w aJ c 5 N L �� J � o 0 A,gRO by C C w 22 E- 'c �v �3 a c � J .- a (VOL. v n N V A MON `�ttttlttlrr//// oF GONiv,C, % i� 41 °� °---------- --� - - - - - ._ �y - 1: 20 1: 25 ' N i ° ° ° o �I ° ° ° �LA _ o ACCESSIBLE ROUTE TO GAME FIELDS °, ,, \ �'2 END OF NEW 0.1 4 `g DOUBLE LEAF C.L. SWING GATE (9' WIDE 00 4 s" C.L. FENCELINE BIT. CONC. WALK C5.1 C5 7 CLEAR). PROVIDE ACCESSIBLE LATCH C5.1 BIT. CONC. WALK / � S/ CONC. PAD WITH HARDWARE (SEE SPECIFICATIONS s''' si OVAL DETECTABLE WARNINGS 4 BIT. CONC. WALK CONC. WALK W/ 8 ; / �r11111� INTEGRAL CURB C5.1 26.35' CONCRETE ACCESS 7 SINGLE LEAF C.L. S 17 7C5.1 &BIKE TRAIL \ `�_ '- C5.7 RAMP INTO PLAY C5.7 GATE (3.5' WIDE CLEAR) v Kul 12 BIT. CONC. FIRELANE W/ 4 - 6' 6' 6' AREA PROVIDE ACCESSIBLE LATCHTURF 20 r-8' CLEAR DOUBLE LEAF GATE FOR MAINTENANCE REINFORCEDCCESSIB ESROUTED & C5.ER 1 \/ "' 13 6" WIDE CONC. CURB EDGE FLUSH N HARDWARE (SEE SPECS.) LOCKED) 23.6' CKED) IN C.L. FENCE EMERGENCY ACCESS) C5.1 (8" WIDE TWO SIDES WITH FENCING. - N ° . -� - - - Sx 'HE S TYP. OF 2) 23.6' 13 PROVIDE PREPARED SUBGRADE AND C5.1 UNDERDRAINS FOR ENGINEERED WOOD ' , �� / �'ol NOTE: MO SER 4' HT. BLACK VINYL \ o FIBER PLAY SURFACE (SURFACING IS or Y FUSED C.L. FENCE Y � PHASE 2 CONSTRUCTION) I o ' - R275'-s» IAA Z Y PREPARED BY DESIGN PILON PROFESSIONALS, 48_75' 48.9_-016REV.515 2018 NELSON � 00/ ��Y - F�••� 2. CONTRACTOR�L REVIEW SITE ARCHITECT S o LOD LOD '� -�� I DEM --OLITION DRAWINGS 1.0 THROUGH ' 30 JORDAN LANE �- -� / �- - 12 BIT. CONC. FIRELANE W/ 4 -�-' C1.3) TO IDENTIFY THE LMIT OF WETHERSFIELD, CT. 06109 -Sx -S - 0 �- �- C5.1 REINFORCED TURF SHOULDER _L_ 160) 563-6164 S, --�_ (ACCESSIBLE ROUTE & EMERGENCY ACCESS) + + DEMOLOTION WORK AND ANY KFILLING / NEW 4' HT. BLACK VINYL Fl. O ZO E - x - S` _oo_ , LOD Oo LOD- LOD LOD � o �r \REQUIREMENTS THAT MAY NOT BE FUSED C.L. FENCE �' - _Sx - - -S NEW 4 HT. BLACKINYL ., 5y , �� LOD LOD 10 APPARENT FROM THE GRADING AND TITLE _ -Sx - FUSED C.L. FENCE EXISTING C.L. FENIC TO REMAIN / �� DRAINAGE DRAWINGS. SK ` C5. 4' 8" WALL FENCE INE LAXE / I L SITE PLAN (8 WALL THICKNESS; P�j �o I 3. SEE SHEET 2.0 FOR LAYOUT AND ENLARGEMENT S, , ` SEE DET. 1 & 2 s 1a R� laded Area`.rl�. j MATERIALS �S. 0 S . Y o o ` S' - S �"� �� Imo. �..�" - FLOODZONE O ° x 50 BU ER LOD oD - ° _- Sx-y--5.-- s,--x--=x---,-- _ + + ° i' sz - - - s, _ s s -- + � s s + -- \ s_ s o U� \ - 1!� T + + DATE 11/02/2018 T �l 1 4- o ,_ - vOR, _ o � _+- _ -;- ,- _ � � + + + COPYRIGHT Vol �'2 7 / \ Y -r -r + + + Moser Pilon Nelson Architects T - ; / - WL 2J 24 o r d \ _Y r ASTIN C.L. FENCE TO REMAIN + DWG. NO. �0 WL 22 D - - 'i> \ WL 2S moo- - - - + + + + GRAPHIC SCALE 25 � °--- - WL - - - + - - - °9i WL T °-----°- --° ° _ -a-- + + 20 0 0 20 26 - -,- Y WL _ _ WL 29 o---o----_ -� + SCALE IN FEET CIA \ \ \� 4 - 1 -�_o_ _ - / -- - CL F� T - ° I KEY TO S I G NAG E: N. "VISITOR PARKING" (w/ARROW LEFT) 0. STAFF AND ADDITIONAL VISITOR "STOP" STOP PARKING (w/ARROW UP) B. "YIELD" P. "STAFF AND ADDITIONAL VISITOR C. "NO PARKING FIRE LANE" (w/ARROWS PARKING" (w/ARROW RIGHT) LEFT & RIGHT) Q. "DO NOT ENTER" D. "NO PARKING FIRE LANE; STUDENT R. "ONE WAY" (LEFT) DROP-OFF ONLY" (w/ARROWS LEFT S. "ONE WAY" (RIGHT) & RIGHT) T. "NO LEFT TURN" E. "ACCESSIBLE PARKING" U. "SLOW; PEDESTRIAN CROSSING" F. "ACCESSIBLE PARKING - VAN" V. "ACCESSIBLE LOADING ZONE" G. "RESERVED CAR POOL PARKING" W. "STUDENT DROP-OFF" (w/ARROW LEFT) H. "RESERVED LOW EMISSION & FUEL X. "WE NEED YOU TO BUCKLE UP; SOUTH EFFICIENT VEHICLE PARKING" WINDSOR POLICE SERVICES" 1. "CLOSED DURING SCHOOL HOURS" Y. "CAUTION; AREA BEYOND FENCELINE J. "MEDICALLY FRAGILE STUDENT SUBJECT TO FLOODING WITHOUT DROP-OFF ONLY" NOTICE; DO NOT ENTER WHEN K. "NO ENTRY; BUSES AND SERVICE FLOODED" VEHICLES ONLY" L. "STUDENT DROP-OFF" AND "VISITOR PARKING" (w/ARROW RIGHT)" M. "STUDENT DROP-OFF" AND "VISITOR PARKING" (w/ARROW LEFT)" C / Gt 0 0 / Gx / NOTE: 1. BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. 8/10/2016; REV. 5/15/2018 2. CONTRACTOR SHAII REVIEW SITE DEMOLITION DRAWINGS (C1.0 THROUGH C1.3) TO IDENTIFY THE LMITS OF DEMOLOTION WORK AND ANY BACKFILLING REQUIREMENTS THAT MAY NOT BE APPARENT FROM THE GRADING AND DRAINAGE DRAWINGS. 3. SEE SHEET C2.0 FOR LAYOUT AND MATERIALS NOTES. / Gx / / / G+ / / Gx / / 01 EXTRUDED CONC. CURB A 7 17 CONC. CURB RAMPS & LANDING C5.1 C5.1 W/DET. WARNING TILES / 12" PAINTED WHITE STOP BAR DOUBLE YELLOW CENTERLINE (4") Gt NEW POST & PANEL IDENTIFICATION SIGN / (NO UPLIGHTS) SEE DET. 6/A11.55 / i I. P< 1c, / 1�FLUSH 6" WIDE CONC. 5.1 CURB EDGE FLUSH 6" WIDE CONC. CURB EDGE VCKS UNTED (QTY. 9) @\ZNOV'DE PREPARED SUBGRADE ANDDERDRAINS FOR ENGINEERED WOOD ER PLAY SURFACE (SURFACING IS PHASE 2 CONSTRUCTION) v0, 4' HT. BLACK VINYL FUSED C.L. FENCE (SET 1' INSIDE PROP. LINE) A102'RU\DECONC. CURB C5.1 4 BI CONC. EDESTRIAN C5.1 WAL & BIK TRAIL 0 7 17 CONC. CURB RAMP W/ C5.1 1 DETECTABLE WARNINGS \ 1 �HE7�VY-D BIT. _ C5.1 CONC. PAV TENT` - - 6' r 4 _ , ° 2 CIP CONC. CURB5. SOUND SCREEN - / (SEE ARCH. DWGS.) 6 TRASH PAD & / GENERATOR PAD ((SEE C5' ENCLOSUR �- STRUCTURAL DWGlz_S.) �` / CONC. CURB RAMP W/ DET. WARNINGS C I _ / I 12 PREP ��a LPwN ° C5.1 CIP CONC. CURB END INTEGRAL CON CURB; A�' START C.I.P. CURB 0 WALL. e� N\F RAYMOND W. & LAURETrE BlL L lG (,VOL. 7,39 PG V. NEW PAINTED CROSSWALK 3 (PAINT OUT OR REMOVE EXISTING) C5. U/ CONC SIDEWA! K BEN / /ut &CURB RAMP C5.1 C5.1 8 ASPHALT WALK & BIKE PATH CONC. CURB RAMP W/ DETECTABLE WARNINGS MATCH WIDTH OF EXISTING WALK-� '-R=100' r-R=120' N\F JOHN A. PIN TO JR. & � DIANE L. PINTO \ (VOL. 407 PG. 74) / END OF C.L. FENCE 4' HT. BLACK VINYL FUSED C.L. FENCE (SET 1' INSIDE PROP. LINE) I '3 1 HEAVY DUTY BIT. ° I C5.1 CONC. PAVEMENT 6, I A I I R=232' �� I 12" PAINTED I �- - WHITE STOP BAR I i - R-212' I Q I OM 10 EXTRUDED CONC. C5.1 CURB END OF C.L. FENCE 5 TRAFFIC CONTROL GATE C5. (DOUBLE LEAF 22' CLEAR) N\F DANIEL J. MA THEWSON (VOL. 24.36 PG. -9 0) N\F MICHA EL J. & VA L ERIE K. TRACY 323 PG. 77) (VOL. 1 4' HT. BL CK VINYL FUSED C.. FENCE (SET 1' INSIDE PRO . LINE) N F / \ TON G. Jul CGKSON, JR. MIL � 22/�3 PG.\\ 307� \ f BUS AND SERVIC DH M0�✓< 4' HT. BLACK VINYL FUSED C.L. FENCE (SET 1' INSIDE PROP. LINE) /V \ F g' 1 HEAVY DUTY BIT. CONC. / / ''�•. 13 PROVIDE PREPARED SUBGRADE AND JA MEG & MCI RION C C5.1 PAVEMENT � C5.1 NDERDRAINS FOR ENGINEERED WOOD os / h PHASEER P2AY SURFACE CONSTRUCTION(SURFACING IS GERALD F1 Tz \ N\F ES H & L OU/SE B. � L 0 VETT (VOL. 72 P G. 9� \ 4' HT. BLACK VINYL / FUSED C.L. FENCE / f /f r / �' 4' NYL FUSED BLACK FENCE (SET 1 INSIDE PROP. LINE) J END OF NEW C.L. FENCELINE / / �P �� 13 FLUSH 6" WIDE CONC. 6JG (SET 1' INSIDE PROP. LINE) ` CURB EDGE 10 DH lG0/\l< \ C5.1 CURB LAWN AREA 1 CONCRETE ACCESS RAMP EXTRUDED CONC. r C5.7 INTO PLAY AREA 13 FLUSH 6 WIDE CONC. 10 XTRUDE CONC. CURB CONCRETE WALK 7 n ; ° ° C5.1 CURB EDGE SURFACE MOUNTED C5.1 5' ASPHALT.,WALk & BIKE PATH / C5.1 °° ° 4 BI CONC. EDESTRIAN / PAI D EUP SQUARES ° ° �� >� �- BICYCLE RACKS (QTY. 9) C5.1 WAL &BIK TRAIL 4' K VINYL FUSED C.L. FENCE \` 30 49.8< `2 \ 8 INTEGRAL / BASKETBALL & BACKBOARD 8CDC C5.1 CONC. CURB / (TYP. OF 2; SEE SPECS) 4 �� ° %/ 6 ° , 6 6 R=40' 7 NC. CURB RAMP W/BIT. CONC. GAME COURT SURFACE 6 / C5.1 ETECTABLE WARNINGS y �C5.1 ao 35' F r J zo 2" WHITE PAINTED GAME STRIPING TYP. ° ° ° �� `ss - BASKETBALL LANE /�- - HOPSCOTCH g9� a g ° `'q 3g5`' \ / _ CO FOUR SQUARE H AVi' TY BIT. - TIC-TAC-TOE '� ° o o C CP P \ _ --- C5.1 CONC. PAVEMENTS-= PAINTED DIRECTfOONAL ARRO ` a �_ RS �2 ��.` WP�� s 3" GRAVEL MU�H - -i. �< 1 ° (%" CRUSHED STQNf OVER - 6' 4 WHITE PAINTED` LANE b'N PCiAf�) I N S ET: E lIXIT DRIVE REVISIONS CONFORMED SET MARCH 22, 2019 1 2/22119 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 � w � wwA w O w�3 0 MARCEL 0 u� H (VOL. W H W BE _N T PIPE ° a ° GCE SOIL SEP TOR FABRIC) ° ` , R=too' ' R25' X h5 10 �' S 6 0\C� 11 O ° ��° CIP CONC. CURB \ a TRANSFORMER PAD 12 C5.1 5.1 �� CONC. WALK 51 `O - $ 8 W� / ° ° A` SOUND SCREEN ` 1 - ........-_ ♦ $ ak� / ° d, ° C (SEE ARCH. DWGS.) 6 TRASH PAD & R=120' �- END OF C.L. FENCE \ ,4 FUSED C.L. FENCE / VINYL/EXTRUDED CONC. CURB C5. ti 6 B / STRUCTURALGENERATOR PAD DWGSS) E C5. ENCLOSU SET 1 INSIDE PROP. LINE I a �; STEEL BOLLARDS' / \ ( ) COOED. C/A_S '1 TO lR� ° a o ° °Q PROTECT AS METER C5. ��' ° CONC. CURB RAMP 1 2' pN� W/ DET. WARNINGS \ -- • ° ° ° a ° � ^ \ S S \ V° ° ° a° o ° a ° ' \�\ FUSED 4' HT. BLACK VINYL s 5 ° ° ✓ ° C5.1 C.L. FENCE / CIP CONC. CURB 12 / �� 6 �' s ° ° ° I , / P � 100 (MOUNTABLE FACE PROFILE) R2 � `�,° `\ f ° ° 60- / ° ° / / (SET 1 INSIDE PROP. LINE) / I / 4" WHITE PAINTED LANE LINE \SURFAC MOUNTED \ ° ° °' ` ° ° ° Pp�N�° PwN 12 CIP CONC. CURB B CYCLE RACKS ° C v0 ° C5.1 I ° ° ° ° MATCHLINE SHEET C2.2 MATCHLINE SHEET C2.2 Y. 7 K �_ a �+�= a -ate MATCHLINE SHEET C2.1 _ �, s - \� "'C ° ° ° 4" YELLOW FIRELANE TCHING a MATCHLINE SHEET C2.1 ' ° 2 a /END INTEGRAL CON CURB / P POLE MOUNTED LIGHT �s- / / \ (3 WIDE ZONE) SE C2.5 `\ ° ° °`�` START C.I.P. CURB 0 WALL (SEE SHEET L2.0) \ S I ° ` a 4 WHITE PAI� CANE LINE - 9 . 8 s / ° TYPTRAFFIC CONTROL SIGN HD CONCRETE PAD P ° CONC. F -0 PAD AT ENTRANCE DOORS` ,� � / \ k� d ' I TYP: EE STRUCTURAL DWGS. e� 7 EXTRUDED CONC. CURB 11 �- i �/) C5.1 6 CONC. WALK / C5. / - °° 8 7 CONCRETE WALK W/ - - K s ° i C5.1 1 INTEGRAL CURB \ C.I.P. CONC. RET. WALL SEE STRUCTURAL DWGS C5.1 12 CIP CONC. CURB 3-� /°''�° I �/ 4' HT. CANTILEVER SLIDE GATE WITH 42" HT. C.L. FENCE GUARDRAIL } 1 ° ° 4 (BLACK VINYL FUSED C.L.; C5.7 34' CLEAR OPENING) \ SEE LAYOUT ENLARGEMENT Q ------ Q-----T---°- �Q }-_� SHEET C2.4 s5.2 11/C B Q I Rao, ° i° °+ C5 7 25' HT. ALUMINUM FLAGPOLE W/UPLIGHTS REINFORCED BIT. CONC. FIRELANE 6 / 1_ `____---_ - ° -__ °--_-__ W/ 4' FORCED TURF SHOULDER 51 B k(ACCESSIBLE ROUTE & C EMERGENCY ACCESS SEE LAYOUT ENLARGEMENT ) --<� ° SHEET C2.4 SPE D TABLE CROSSWALK 1 r ,� \ o ENLARGEMENT W/PAINTED CHEVRONS C5. I - _ ____�a ate_, ¢ _- ---- - SEE LAYOUT 4 a M ° ° 1 °--¢- a °-� 4 MASONRY SEAT WALL SHEET C2.4 8 7 CONC. WALK W 16' 12' W/CAST STONE CAP MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE PLAN ENLARGEMENT DATE 11 /02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. GRAPHIC SCALE 20 10 0 20 SCALE IN FEET C2*2 L E Z t U N O ^L n ^Z CL 5 NOTE: REVISIONS CONFORMED SET MARCH 22, 2019 1. BASE SURVEY PREPARED BY DESIGN PROFESSIONAI S, INC, 8/10/2016; REV. 5/15/2018 2. CONTRACTOR SHALL REVIEW SITE DEMOLITION DRAWINGS (C1.0 THROUGH C1.3) TO IDENTIFY THE LMITS OF DEMOLOTION WORK AND ANY BACKFILLING REQUIREMENTS THAT MAY NOT BE APPARENT FROM THE GRADING AND DRAINAGE DRAWINGS. 3. SEE SHEET C2.0 FOR LAYOUT AND MATERIALS NOTES. ° v a ° ; a 1 ° o n o a � 4 n a ° I � I PENN" �i / _ -- 7 I v 4 v � I C_ b d I ° I C_ ° ml v d�lrn v v Ca I° I I v a �f - -E.JT� - o Cn O O 54.35' ii ---4--- ,------- Q O ° 8' 2' 6.35' 7.65' 30' rn 7.35' 4 v v v v ° to Q v � I I I I 1 t I . 1 4 � ° a b v CONC, GENERATT PAD ° (SEE STRUCTURA DWCS.) q 4 I i i 44 CJ� I v I v C I 1 Q ° '716' ° 46.36' 4 ® ° v v v v 4 ° 4 ° a Hp CONC. LOADING QOCK -1 ° 4 ° I a ° I I 1 I v ° 20' I I I I v i v4 4 � v 71 4 '© v ° ° i v ° v 4 v v ° 42" HT. BLACK VINYL FUSED C.L. FENCE MOUNTED TO TOP OF CONC. WALL I SERVICE AREA ENLARGEMENT Scale I" = 10' P FRONT ENTRANCE AREA ENLARGEMENT Scale I" = 10' COURTYARD ENLARGEMENT Scale I" = 10' GRAPHIC SCALE 10 5 0 10 SCALE IN FEET STATE PROJECT NO. 132-0088 N Phase 1 of 4 Lu CIO � 2 V 00 a+ = N VI A N f Ln t� T L O HNC O J U co 00EE H�+ c2'0 c a0 .5 a U S c V -1 0 J V O _ _ O V pp C C W �C i C— L d J C � L L a N N V pC J MpR� ZZ o = A �rON' 0��o MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE PLAN ENLARGEMENTS DATE 11 /02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. CIA n ' -- KEY TO SIGNAGE: "VISITOR N. PARKING" (w/ARROW LEFT) 0. "STAFF AND ADDITIONAL VISITOR e 11. "gTnp" - , -1 PARKING" (w/ARROW UP) B. "YIELD" P. "STAFF AND ADDITIONAL VISITOR C. "NO PARKING FIRE LANE" (w/ARROWS PARKING" (w/ARROW RIGHT) LEFT & RIGHT) Q. "DO NOT ENTER" D. "NO PARKING FIRE LANE; STUDENT R. "ONE WAY" (LEFT) DROP-OFF ONLY" (w/ARROWS LEFT S. "ONE WAY" (RIGHT) & RIGHT) T. "NO LEFT TURN" E. "ACCESSIBLE PARKING" U. "SLOW; PEDESTRIAN CROSSING" F. "ACCESSIBLE PARKING — VAN" V. "ACCESSIBLE LOADING ZONE" G. "RESERVED CAR POOL PARKING" W. "STUDENT DROP—OFF" (w/ARROW LEFT) H. "RESERVED LOW EMISSION & FUEL X. "WE NEED YOU TO BUCKLE UP; SOUTH EFFICIENT VEHICLE PARKING" WINDSOR POLICE SERVICES" I. "CLOSED DURING SCHOOL HOURS" Y. "CAUTION; AREA BEYOND FENCELINE J. "MEDICALLY FRAGILE STUDENT SUBJECT TO FLOODING WITHOUT DROP—OFF ONLY" NOTICE; DO NOT ENTER WHEN K. "NO ENTRY; BUSES AND SERVICE FLOODED" VEHICLES ONLY" L. "STUDENT DROP—OFF" AND "VISITOR PARKING" (w/ARROW RIGHT)" M. "STUDENT DROP—OFF" AND "VISITOR PARKING" (w/ARROW LEFT)" Gx FIRE LANE SIGNAGE: /°=11-011 4 (:C) 12"x18" 12"x18" NO [PARN KIING PARKING FIRE LANE CIDE SIUDtN'i b E DROP OFF F� o< N� NOTES: — COORDINATE WITH SIGNAGE AND STRIPING WORK ALSO SHOWN ON SH TS C2.1, C2.2, & C2.3 — SEE /C5.2 FOR OTHER TRAFFIC CONT OL SIGNAGE DETAILS — SEE 8 5.2 FOR SIGN MOUNTING DETAIL / Gx N \F JA MES H. & L 0 UI SE B- LOVETr (VOL. 72 PG. 9) Gx ' s N\F jAMES & MARION Fl TZGERA L D FIRE LANE STRIPING DETAIL: i"=1'-011 12" HT. PAINTED 4" SOLID YELLOW STRIPING LETTERING (YELLOW) BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 I � REVISIONS CONFORMED SET MARCH 22, 2019 o N NO PARKING FIRE LANE 7 f r 11 RlE K. \ (VOL. 13�� v. 77) N \F JOHN A. PIN r0 JR. & DIANE L. PINTO N \F i��ni 407 PG. 74) DH MON. A org-1 E. & SUSAN F � vv". /l�lf-1��v�.` — FA U rEUX STATE PROJECT NO. (VOL. 730 PG. 95) 132-0088 Phase 1 of N \F \ TTE RA YMONO W. &' LAURE\ R. BILLIG _ %.P. N\F A A11 TnAl G. JA CKSON, JR. 1V /l(VOL. 2213 PG. 307) P. I o 4" PAI TRIPING 12" P E "NO PARKING FI LANE" TEXT (YELLOW) 0 �\ •� C C Z 4" PAINTED STRIPING 12 PAINTED "NO PARKIN, FIRE LANE" TEXT (YELLOV ig (SEE SIGN LEGEND) of \F APRIL N. MADER (VOL. 1399 PG. �49) BENT PIPE N\F DANIEL J. MA THEWSO N (VOL. 2436 PG. ) DN MON. N\F I-AQ, F & GINETTE C. BARONE (VOL. 136 PG. 288) / �\ ��FF�% -- --- IIIIIIIII CI®Il IIIIIIIIII ® - { II, F \ \ f + JENNIFER ENSLING GIN co ` \\oil- \ ! em 4" PAINTED STRIPING N 7 12" PAINTED "NO PARKING FIRE LANE TEXT (YELLOW) N \F CV/' — — RON L. & SARAH L. AA �� ' I LEONARD 1' (VOL. 1361 PG 232 / \ \ (SEE SIGN LEGEND) C- I MON / — S. — Sx __ —_ S. -- .-- — — S. — S. — — Sx S, i / ° ' _ ........... . / ' u 4 at ed Are ' _ pNEX �_ o I iA Re' g / ` _. 7' / 1 — S, — S TEVEN R. & LA URA B. _ I - GORDON FL O ZO E — — — s s LQp_ LOD LOD LOD LOD / I \ G. 255) LOD LOD LOD _ _ — 5 — s / o + + + (VOL. 779 P Lo _ E _, - — — — — — o 0 0 o D — — 5, — — 5, 5 ` ` S` _�- �DP� land Re Mated Area�_400 o' + + + + `_ + —o o _ELOODZONE AE r---, s ° — 5— FLOODZONEI O Sx ` ` t - + + + + \ GRAPHIC SCALE ___----- SY = s + F + x + + + + r + + + Q O + T + + O s sx — + + T 1 + + T O 30 u + + + 1 + 0 50 BU ER o L + + + + r 1 — Sx — — — — 5, — — — __ — - + + + + + ; + + _r T + + + + + + + + + ^L + + + -. -.- v -. - + + J- +' -r r .— -i y- _. - x -- -- s x 5 x S _ + Y + + + + +- 1 V s _ rl _ I I ALE + + + , 18 + + +� " + + SC IN FEET MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FIRE LANE STRIPING & SIGNAGE PLAN DATE 11 /02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C2.5 STORMWATER STRUCTURE SCHEDULE: 4 Structure Top of Pipe Pipe Pipe Pipe Structure Type Frame Invert In Invert Out Length Slope Size Type CB 1 I ype "C 170.00 167.25 19 1.00% 1 15" HDPE CB 2 Type "C" 170.00 167.06 167.06 CB 2 Type "C" 170.00 167.06 167.06 8 1.00% 15" HDPE 166.98 (W) DnAH 3 nMl-I 17D 7R 165,29 165.6 (N) DMH 3 DMH 170.78 16 6.9 8 (W) 165.6 (N) 165.20 249' Existing Pipe 0.57% 24" RCP DMH 27 DMH 170.70 163.78 163.78 DMH 27 DMH 170.70 163.78 163.78 57' 163.60 (N) DEL. 166.12 (W) Existing 0.29% 24" RCP CB 5 Type "C" 170.00 163.81 (E) 163.11 Pipe 166.15 (SE) - DBL. - - CB 4 Type "C" 170.00 166.75 63 1.00% 15" HDPE 163.60 (N) CB 5 DBL. Type 11 C" 170. 00 166.12 (W) 163.83 (E) 163.60 166.15 (SE) CB 19 Type "C" 170.45 1 167.45 36 1.53% 12" HDPE DMH 26 DMH 170.80 166.90 166.50 CB 18 Type "C" 170.60 167.60 67 1.04% 12" HDPE DMH 26 DMH 170.80 166.90 166.50 CB 16 Tyre C-L.. i 7 0.5V 1 V 7.25 76 1.00% 15" HDPE CB 17 Type "C-L" 170.20 166.50 166.50 CB 14 Type "C-L" 170.30 167.22 88 0.50% 15" HDPE CB 13 Type "C-L" 170.20 1 166.78 166.78 CB 13 Type "C-L" 170.20 166.78 166.78 55 0.50% 15" HOPE CB 17 Type "C-L" 170.20 166.50 166.50 Chambers 166.50 166.25 1126 1.00% 12" HDPE 18" DIA, CB 15 NYLOPLAST 169.25 165.00 164.55 18" DIA. CB 15 NYLOPLAST 169.25 165.00 164.55 113 1.00% 15" HDPE Outlet 28 Flared End 163.42 CB 12 Type "C-L" 170.10 165.64 98 1.00% 15" HOPE CB 11 Type "C-L" 170.00 164.66 163.91 Chambers 163.91 163.75 75 1.00% 12" HDPE "C-L" 164.10 (NW) CB 10 Type 169.90 163.00 (NE) 162.55 CB 8 Type "C" 170.10 166.85 108 1.00% 15" HDPE CB g Type "C-L" 170.00 165.77 165.00 Chambers 165.00 164.75 1.00% 12" HDPE "C-L" 164.10 (NW) CB 10 Type 169.90 163.00 (NE) 162.55 \ \ "C-L 164.10 (NW) TIM THY CB 10 Type 169.90 163.00 (NE) 162.55 91 0.60% 15" \ LEGEND: EX/STING PROPOSED Property Line - - DMH / Sanitary Sewer - S__ S 1R" RCP IN FL=166.7' /s' Water Main W-- W Fire Protection 24" RCP FL=166.7• /� / / \ N\F / VALE K. as Main G G -- / MICHAEL TRACY Electric, TV, Phone E / G. Utility Pole --a- VOL . 1323 P \77 Overhead Wires // Water Gate ow9 N\F Gas Gate 049 JOHN APIN JR. Drainage Manhole �p 0 . & DIANE L. PIN T04 NV SUSAN F. Sanitary Manhole �o / / (VOL. 407 PG. ) & 200- - 200 �o q \ MARCEL E. Index Contour / \ FA TEUX (VOL. 130 PG. 95) Intermediate Contour -202 202 Deciduous Trees N\F 9Pipe RA YMOND W. & LAURETTE \ Storm Drainage 000olu Catch Basin 1=1 N\F / \ MIL TON G. 3 CKSON, PG. 307)R. N \F \ - _ - / / \ (VOL. 22 ''" ' / N. MADER N \ \ \ / / \ / (VOL. 1 PG 349) F = �1399 \ JAMES & MA RION C. V .v - \ \ / FITZGERALD E s , VETT (VOL. 72 PG. 9) \\c/.r \. FP FP ZZ rp fw"y'r- FP A ao, N\F& NANCY T \ `,. - - - a-7� o • - _,. - FP / - FP J \ , IRVING RONALD \ TRINKS 21) (VOL. 2071 / 1 �A y� -FQ ; �;. / _ \ I \ _ Iry N \F PH / , \ �� / e Fp m MATCHLINE SHEET C3.2 DANIEL J. MA THEWSON 0 FRANCIS WATKIEW/C` MATCHLINE SHEET C3.2 ,, 1 \ FA 'w F MATCHLINE SHEET C3.1 (VOL. PG' 90) z i 2436 \ DOROTHI' L + MATCHLINE SHEET C3.1FV r/ f Finish Floor / \ / 172.25 \F & GAIL P. \ / / / / I / ONALD / I I - ^ _ �_ • / NOTE: 5 PG. 41) / / / / / � 11 .�ti I I la � �� 0 \ (VOL. / / // / / I ' / 1 BM M� N 1. BASE SURVEY PREPARED BY DESIGN I y t - ; ( I TP-4 \ 169.3 PROFESSIONALS, INC; - N\F REIpMA�) \ // // // ( �/ `1// �� \ 1 < I I �- / \\ j J N F 8/10/2016; REV. 5/15/2018 I f o F 26 \ I i / L S \ RA�p 86 P// // �\ o ,�, ,�/ t J / \ J I CARL F. & � TTE C 2. SEE SHEET C3.3 FOR GRADING, DRAINAGE �E 3 / \ o x ®. I \ I BARO AND SAN. SEWER NOTES. SEE SHEET N\F (V0 / (VOL. 136 PG. 288) C3.0 FOR LEGEND. \ MARY SACZYK O8 PG. 210) / I 3. EROSION CONTROL BLANKETS NEEDED ON 3:1 SLOPES OR STEEPER. SEE SHEET C5.4. L \ M ti i r 4. CONTRACTOR SHALL REVIEW SITE 1 u W DEMOLITION DRAWINGS (C1.0 THROUGH F { �P // I _ i N\F C1.3) TO IDENTIFY THE LMITS OF =,� JENN/FER ENSL/NG DEMOLOTION WORK AND ANY BACKFILLING z i'� / I / I REQUIREMENTS THAT MAY NOT BE J o� / I l - APPARENT FROM THE GRADING AND DRAINAGE DRAWINGS. ni o0 171 --'�-' Fr3l1FFER, 1 // - \ / I N 16c. N\F H L. / \ �/ . I I L\ \� � \ . b _ �1�\� � B-4 � / _ _ = B-" AARON,-nnIARDR^ I i \ �� 169.40 Finish Floor / - I ., .. - 232 _ o / \� \ 1 \ i \ 172.25 / �- I / (VOL. 1361 PG. ) \ 1 _ F-- I o/ / / \ \ /�� 1.0001) rn / nz ^� d �F. 166.5�, TP-s -Sx - - -Sx - - -Sx - - -Sx - ® / / / / / \ \ / / T no 1 �--- (�' - AND \ / / /� -� / t J �-� I I NIX \LIMIT 0� WET \ / hand Rego �a - / / REGULATED ARRE'A� / .i ��, i / � � ,B / '� / F�-OOOZO '' �--� j�/ ` ik /'</ �---� 10 / - _ \ - N R. L A URA B. X yc , / �, ( _ - - , _ o _ f _� 1H + + + GORDON \ / ` T 69 0= _ m,yw- ' _ / \ L06 -- - _ LOD + N + + +�� } +�+ + \ (VOL. 779 PG. 255) \ / - /- LOD � - �_�_�� P�+ + + + + + + T+ L LJ / / Iy- ,ei /\�,� LOD - s� - - - \ - - h x - - �T� 1N= - \ S ® p E �nd Re�I,ated Ares O + + + } + 7 �+�D 166 / "�1 �- Q' r -�- Q '�_ _ r .-.. r.. 10 "TILE 1 ,.r. (o O a \ \ ` l / �i� + T - T ._ '. + + + } + + + \ / S, -----_ELOOD- ONE AE A + _-FMOE)ZONE�1 � -o- O _ Sx / + + - ` + + + + + + + `� $� + + +�+ -� \ t t - { - -t + `d0 - g ER + + + + + + -{ +�- s! +-+ � + i� + - k iSMN+ + + + ��- +� - tO +-->-�+ + + -�1� �� + + �+ +1�+ + + + + SMH+ + + �+ +T+ + + + + + + + + +� + + + + O gr.+ f + / + + �- _+ �' - -- I -+ �8 -+ + + -0� i + + + -+ - } ran + + + �+ 1 . i + } + +� +� + + + } + + $. F. -16$. tom► + + + + + + + } + + + + +- + + + + + + �'+i+ + t ± Iryli1-fir _ +_ + + + + + + + + + L $75+ + + + + + + + } �+ + rim + + + + + ++ + + + + + + + + + + + SMH \' i + yi / + + - +-- _ _ _ _ _ - _ + _ / � + + + + + + + + + + + + + +_ + + + �+ l + + + + r- + + + + + + + + + X / + + � _ - i + /+ + _ + + t o+ - _ - - + + WL 3 + + WL 2 + + + + + + tv�"*7h - + --+ + + O [�- + + i+1 +- + +`- + + + + + , + + + + + + + + + + + + +\ ■ + - - - - - T.F.=164.3� / ' F.Y. _ �� _ % tNEri3 - - - _ _ - _ - _ - - - _ - _ _ __ r T _ _ ` T - _ / j/ �� =* + = i + - zZ _ - - VY� i6_ kYC 1� - _ _ \ _ - + VYL 22 + + + + + + + +- + + + + + -+ + z+� ` + + -i + 1 _ --�c� + 7+ + + + % + + + + + .s.+ ++77++ + + + + 10" RCP=155.6' + + ��i �-+-+ t+ - - _ - + - - - - _ - _ _ - `� + + WL Z+7 T + + + + + + + WL 26 + +!� + + + + + + +Y + + + } + + + + + + + + ice. �. + + + +++ _ _ - L WL 2i + } + + 4 =WL 2 + + + - �/ �+ +/+/+ i/ �� 7 WL'10 WL 11 -WL 12 _-_+_+_----__ __ _ _ - - ___ _ - __ _ - /- - -- + + ++--1-+� + + + + + + + + + + + -_ _ _-_ _ + + + ++ + + + - + + -d +_ + + �� o ++++ + + + � + + + + / +t++/+/+ / �/+ �7/ _ -. - - - _-_-_ - - - _- - _-_- + -_ - ++t++++++++++±+-,-T- + + + _+++++ + ++++ ++ lR��+ -�++ -�+� ti= + + -+-+� + + �-�� + +_�+ +�+}�O } + + +++++++++ ++ + +GONG.+H�A `} } + + +++++++ + + + / - vim+ - - - - + + \' + + + + - �+ + + + + + -r + + + + + + + + + + L5 + + + + + + + + + + + + + +� / /_ - _ - - _ - - - _ - - - - _ + + + + + + _ + + + + + + + + + 4 + +]+ 3� + + + + 0\ 7}Wl $ + c Y + + + + _, + f. �i/ i_ - - _ -- - _-_ _ _ -_ _ _ -_ Z8 ��+�_ 48' -_--- -_-_-_ +T + + + + + + +T + + - -_ _%- - --1 -- -\+ + ++ + + +L + + + 3� + + + + + .+ + T / - _ - - - _� - A/? l UJNH T + +.*, , T + 18' �56.9' - _ + _ - + + + + + + - _ _ - + + + \ +� + + + + + + + + + + + + Wt r3 + / + + - _ - ASJIEGI + + + + + - - _ - _ _ - + + + + + + + jl.+y/ + + + - _ _ _ - - _ _ - - - _ _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 39 TCD�- - - /+ + + +- -_-_-_ -- _-�.�►�� _ ___ _ _ _ _ __ _ + + + + + + + - ++ + + 1+ + + + + + + + + t + + + + + ✓ I ++f s _� _ - WL- B _ - - - - _ WL 57 + + + + + + + + + �y �� + + + + + - _ - _ - _ "��l - _ - _-+_�'�-- - - - _ _ _ - _ _ - _ _ _ - - _ + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t �` E 54 - �yL �5- _ _ �� * .+ + + +- _ _ - - l - _ - - - + _ _ -L+ + + + + + + + + + + + + +++ + + + + + + + + + + + + + + +1+ + + + + + + + + + + + + + + + + + + + + W� -.2 + +F.-165964 -wL� - ---------- - - -- _ _ - r t - r + _ _ _ I�_ _ - _ - _ _ �� _ _ + + + - - + + _ _ _ _ T+ + + + + _____� --__ ___-_ -_-_ + + + - _- + + + + + + + + + + + + + + + ++++++ + + + + ++ ++++ + + + + + + ++++ + + + + + +-+ +-+\+_+ + + +_+ + +_ +y+ +_ +_+-+ - + + + + + + WL 5 + + WL 59 + + + + b2 _ - _ - - - - + + + + - _ } + + + + + + + + + + }+ + + + + } + + } + _ _ - + + + + + - + _ _ - S + + } + + + + + + + +- r + + + + + + r + + + + + + + + + + + + + + + + + + t + + + + + + + + + _ _ _ +1� + + + + + + +_- - _ - - - + - - - - + + - + + + + - _- - - rlG �i 1+ + + ++++ + + } - + + +r++++++ + + + +++-�� + + +T+ +++ �+ ++++ - �►---_- -+ 44-_ - - - - - REP 1�5_4= - _ 90 - - + 1 / / / / i ' \ ` - - - - - ' + + + + + + + + + + + + } - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ - - _ t J \\+ + +++ + + +}++ + + + + �+ _ - -_-_ --- IL---- C49 d ++///i /-//^� \� /N\F TE `*-----_-_- ______________________________ ______=t---�'+-+'+��+++-, ____---_-__-_-_----+ + + +�+-+t+++- ++++�+ + + +++++++ HEW REAL ES TA -- - - - - -- - - - - - - - --- -_ - --_ TRUST - - - _-_ + + - _ _ _- _ + a ++++++++ + + + + ` - -__ --- + + + + + + + + ++ + + + + + + ++ + / / // \ _ _ �'�/ N\F AN IRREVOCABLE ----- - - - - - -_-- --- - + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + C & NIKKI MAH (VOL. 2517 PG. 328) �� - + + + �- - + + + + + + + - / ERI 52) N\F + + + + + + ++++ + �!- + _ -I+ + + + ++++++++ + + + + + +�. ++ + + + + + + + + + + + + + + + + ++++++ + + + + +. + + + + + ----� + + + + } } + + + + + + + + + + + +} } } + + + + + + + + + + + + + + + + + + + (VOL. 1515 PG PAUL ALLAN & BARBARA J. --� + + + + + + + + + + _ + + + + CONCRETE - f + + + �.. + + + + + + + + + + + + + + + + + + + HEDGES + + + + + + y / / BRIDGE + + + + + + + SM / / / / (VOL. 342 PG. 331) / N \F - + T.F.=161.48' ,, / 7� SCRAPPER N\F + 10" RCP=154.5' / 170 / /f TIERRA L 209) _� 1p� S Y / / (VOL. 2253 PG HELEN HELM HARTLEY BUFFER /V \F / (VOL. 705 PG. 131 \ / N\F CHARLES N. & M. LINDA ARTHUR LIONEL / ROSE Soucy JOOC (VOL. 1168 PG. 211) / / MEGAN DACOSTA GRAPHIC SCALE N \F 497 PG. 351) HAROLD E. & CAROLE A• (VOL. 2 / 40 20 0 40 SN YDER (VOL. I33 PG. 560) ISCALE IN FEET Outlet 29 Flared End 162.00 CB 20 Type "C" 170.00 167.50 CLASS 15 1.00% 15' IV RCP "�» W ZI Typv I lu.VU 167.35 167.35 CB 21 Type "C" 170.00 167.35 167.35 228 0.50% 15" HDPE 24" DIA. 166.21 (N) YD 31 NYLOPLAST 168.25 166.46 (W) 165.94 YD 31 24" DIA. NYLOPLAST 168.25 166.46 (W) 165.94 67 0.85% 18" HDPE FES 22 Flared End 165.37 CB 7 Type "C-L" 170.20 165.67 101 1.00% 15" HDPE 164.66 (E) CB 6 Type "C-L" 170.40 165.24 (S) 164.66 164.66 (E) , CB 6 Type "C-L" 170.40 165.24 (S) 164.66 83 1.00% 15" wnpe 163.60 (N) DBL. 166.12 (W) / CB 5 Type "C" 170.00 163.83 (E) 163.60 166.15 (SE) 163.60 (N) DBL. 166.12 (W) CB 5 Type "C" 170.00 163.83 (E) 163.60 166.15 (SE) 103 1.00% 24" HDPE 167.49 (E) CB 23 Type "C-L" 171.10 162.57 (N) 162.57 167.49 (E) CB 23 Type "C-L" 171.10 162.57 (N) 162.57 \ 160 1.00% 24" HDPE UMH 33 UIVIH 171.8 160.97 160.97 DMH 33 DMH 171.8 160.97 160.97 716 1.05% 24" HDPE 5.75 (E) Q DMH 24 DMH 169.90 160.18 (N) 160.18 165.75 (E) DMH 24 DMH 69.90 160.18 (N) 160.18 66 1.00% 24" JA HDPE IV WES H Outlet 30 Flared End 159.52 REVISIONS CONFORMED SET MARCH 22, 2019 1 2/22119 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 W~ ^ N 2si I.; SOV >, N co 0- N l _ :3 1 C C V C N M N L3 N M y �D �O i>, N J > = = O- (i EE F"' l.L y 0 0 N C N> W C N u 's E _j � J U o `o - V _ > i =W b L d L v a IV N - ^IPv'J�/��'•� El Q) • �', ^ .. 10NA1-��`� 1111111010 lVlOSE.1K PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL GRADING & UTILITIES PLAN DATE 11 /02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. CIO 8 M.J. SWI E v� w Fp c \ H T 5'-6" BURY �� / 1e ,_ ( s" G.V. ' CB 7 7 e � FpW Fp _� ® S #2c / /� _ - " MWIVEL TEE w 171.2 . �p % Fps F� / 11j' BEND fe 1� 171.5 +170.9 G �` 4" G.V. _ �Fp � s 1.5 _- �:� BEND fe �� 2 - - - - _ / INTERCEPTOR - - - - k FP - INV. T=1` 5 T.C. 171.5 j r 1 T.C: 171.2 � �� , INV�UT=T68.78 11 1 1.6 TRANSFORMER bLL SEI.I / - I 171.2 c e - °oo , ° GENERATOR SEE SE1.1 ) / 170. + / I c B.C. 170.7 + 4REAE 6" J. B.�. 1710°Qo°° % - ° ( )1714Ilk/\+SWIVEL / 65' 12"ao'° oeo �o°° I5 G. 1 '\ �° INfe 7+ 10, 17Q.9 + �� c °°°°°°oo ° °° °°°° � k 17 . CB #6 7 . f ° ° °0000 ° ° 11235 °o °0000 °° 0.6 9107 � --' 57 LF F EXISTING N °� ° ;o 24- INa o ° °o ° fi 170. 1 5 �A� \\ 171.2 R T.C. 1 9 = fe `�$ o 0000 0000°� °° °° B ° / a. .C. 4w+ FDC Q �1 .k 1g °' °w •�1 8 p0 cry / 1.3 / / (SEE FP1.1) � i` GAS METER k112' % V MATCHLINE SHEET C3.2 �- -T 170.5 �>A �� w -`DOhA WA 2 MATCHLINE SHEET C3.2 MATCHLINE SHEET C3.1 / , / _ , 70.9 SERVICE , MATCHLINE SHEET C3.1 "B.C. 170.4 >>2 / n A ' fe v+ 4" GREASE 6" FIRE PROT. k11`L�9112' / +170.4 fP INTERCEPTOR t _ WATER SERVICE /k - - - / 2='8" `.4,1. ,45' BENDS _ 8" M.J. TEE INLET PIPE � - y � - ,�121 / � .85 CAST-IRON TRENCH DRAIN (11) W/ .5% PITCH - 5,-8" G.V. 171F� INV.=169.25 i i - TF:167.88 /OUTLET INV:166.38 (DET. 11 /C5.3) W INV:168.85 / CB #5 - " 4" GREASE i \\ / / (<1 - I _ _ _ - ---{NERC,EPTOR \\ �� fe ,8 / - - - - - OUTLEI' �P,,IPE / \ / T.C. 171.9 CB 4TF=170.00 ; .,, fe �; INV.=168.31 / -- i' \ r B.C. / r-- � r` � I 22�' BEND fe � , ,' \\ f - - _ / ✓ ,. �' Finish Floor ' 22j' BEND f •\/ 71.8 T.C. 171.7 I \\+171.75 C. 17J..5 B.C. B.C. ,71.1+ / / ORARY 4" DOMESTIC WATER LINEE AROUND VIDE PCONSTRUCTION OF PROPOSED \\� T C 171 7 I r 171 I BUILDING DURING PHASE 1 OF CONSTRUCTION. I REVISIONS 1i CONFORMED SET MARCH 22, 2019 1 2/22/19 BIDSUPPLEMENT2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 / / a - - 6 PVC - - - AT THE COMPLETION OF PHASE 1, REMOVE \\ 228 / B.C. 1. I 1 - - - - - TEMPORARY WATER LINE AND INSTALL PROPOSED 15" HDPE 6"X24 I WATER LINE TO NEW BUILDING. T. 171.4 � I � �� 171 .75 'Wye / CUT/AND PLUG / / / I / B.C. 170.9 \ Qa- - E IS NG 8 PIPE i ' \/ + I SAN. MH #1 40' - 6" PVC I \\ 1 /j /ION a j1 / TC. 171. \ /� \\ / / I BM i 171.6 172.0 T.F.=170.75 Q SDR35 ®S-1.4% / IN YARD DRAIN / \ B;C_ 1,710 I I V.=1 6 ■ ,717. y T C 171 8 T.C. 171.85 171 + 171.85 169,30 25 B.C. 170.3 B.C. 171.35 I 171.25 3 / I C 171. ,\ T.C. 171.1 I ---- '/ B \ / _ri \ B.C. 170.E I T.C. 171.4 -� s SAN. LATERAL + \ \ / T.C. 1\71.1 I B.C. 170.9 17C 75 I �: rr INV.=166.24 /0 170. 13 \ T.R. 1 65 ( \ - / 171 B.C. 17�0.6 __ �' s? PROVIDE TEMPOR,4RY 6" FIRE LINE EXTENSION (25'/-) BH I / T.C.1171.5 I C 171.5 DURING PHASE 1 ppF CONSTRUCTION. AT TH"�OMPLETION \ B.C. B.C. 170.9+ .C. 171.0 B.R. 1.1 OF PHASE t, REMOVE -TEMPORA-RY FIRE -LINE AND INSTALL + \ T.C. 171.1 a / / PROPOSED FIRE LINE TO NEW HYDRANT. (COORDINATE WITH ( \ Cn TF B.C. 170.6 8" 2 �0. 5 a PHASE 1 SCHOOL PARKING PLAN; C1.4) \ +'L 2.25 / \ / T.C. 171.1 0 8" _j 171. 171.1 / I C. 170.9 �� B.C. 170.6 HYDRA CB 235' - 8" RVC \ o / I C. 170.4 �� + SDR35 @, S=2-3� YD / \� / / B. R. 15 18" DIA. / \ CB #13 / TF:171.50 \ I CB #8 R. 1 .65 17 171.2 / C. 71. CB #23 16' 8" PVC \ 30' B•C. 1.0 INV:168.85 � �J CB 12 �® @ � LL \ # � a I �T = i \ 18"-DIA, \ 0 0 ='•. ( � 1.75 8 171 75 I I 0 V D� O CA RL F C•�G BARQ o VOL . 136 O � W�o \ ; 171.1 - - fsi A 1 +171 75 \ a I . C. 1 1.0 / 1 a T.C. 171.5 o I C` 1.0 / \ 0 �� B.C. 171.0 \ 1-71 4 0 0 C. 171.7 \ i pIp 171.75+ T.C. 171.2 1.0.7 +71 5 T.C. 171.2 ,�-17/ a18" DIA. a + + .7 IIII< f' I III I \ +172. 5 TF:171.75 \ 172 172.0 / C. 171.2 f 1 / / '� 171.65+ / ' I \ 172.10 II \ 70. 0• o J.C. 170.7 171.3 y I / / l 0 172.25 s"x12" \ - T.C. 171.5 o� "X24" " // / 12" HDPE INV.=168.50 12" HDPE INV.=167.36 _ / 172.0 24" DIA. \ B.-C. 171.0 170.8, / Wye PVC / / / ° 8"X12"Wye ` - YD #31 \ 172.6-00 CD I I C14 itCB #1 4 71.6 / / \ / YD 8 DIA. A '� 1^\ - \ I T.C. 171.5 / 1 / TF:1 1.75 '• YD I GCB #14 �� / / B. 171.0 / �, 172.30 18" DIA. � JJ B C. 170.7 /T.C. 171.3/ r / «� ; I � �18Ho � ' __ \ \ / 1 (/ 1\ YD $ 1�1 50 1 "DIA. / 30' 24" HDPE 30' 24" HDPE \ I1717+ / w Lu rn r / o ' ' o o - T.C. 171.8 171.95+ 1 I o I 00 a U, B C. 171.3 1 \ 1 ( -. m 1 / r-m ' L 171 \ - I \ i1 I \ 172.0 / I =YD x 18" DIA. oI.� -� - YD + '1 r,•, - � c� � T.C. 171. 172.1 TF:171.75 / I ' 0 + 1 \ / 18" DIA. v v H 1171.25 HP 171.25 HP 171.25 HP 17 25 126' B.C. 171.2\ 6° \ \ / /( \ TF:171.75 N w w ' ' I + + 12" HDPE �71.f PVC \ \ 172.0 / h 00 w w _ HP 17 . 5 CURB OPENING X24 \ 172.0 172. � N N ' IN ISLAND (TYP.) C. 171.0 Wye _ \\ / \ \ / / z z I T.C. 171.3 171 T.C. 171.3 u u _ HP 17 51 B.C. 170.8 + - _ J `B.C. 170.8 R. 17 .65 \ / \ / I / F- �- T.C. 171.2 + 1 EF&M - Q ' T.C. 171.0 1 DMH \ E - - - B.C. 170.7 / � B.C. 170. i �'� #33 i 170 ram- 14' 8" PVC T.C. .3 `; - _ - - �O� - - - INV:168.75 H 3'Wx3'L- B.C.�0.8 - - - - ) �� /` _ " I R. 1 1 n \ BH / I MODIFIED 8" PVC 4RIPRAP 171.E 171.0 -- __---- + / T.C. 171.3 T.C. 17 .5 Q _ �/ f, i � LF 169.25 - -I 17 .1 / \ U Lt 171 - - B.C. 170.8 + B.C. 171.0 YD #15 / T•CP�% 6W0175 L / / B.C. 1 0N+1171.15 � \ �-- f �; 2.12 � 171. 170.75 70.4 1 6 9.4 0 65' �// SAN. MH #2 � / \ Finish Floor _ � II 12" HDPE B. . 170 12" HDPE + y DROP B SAN. LATERAL \ T.C. 171.0 - j T.F.=171.8 ) L - INV.=i'67.09 B.C. 170.5 / / INV. (N&S)=160.28 - _ _- \ \ 172.25 - - - b + T.C. 171.0 INV. (E)=165.69 6"X24 T.C. 171.5 /�- B.C. 170.5 ,1---Wsye / , ___ _ -, / I �`_ TP-5 170.38 170.29 I I CB J10 171.2 B.C. 171.0 / / / 89 - 8" PVC SDR35 �� Sri + / @ S=1.9% T.C. 171.5 1 (\1 \ B.C.71.0 /T.C. 171. 1�1.6 B.C. 17 / INV:168.74 171 3 70.65 170.55 \ \ i/� /----------- ----_____ -- __- ----------- ______--__ I171.31 17 J6 / 71.67 / c - - - - - - - 6" PVC 172.15 �' 172.25 8" PVC 172.25 » 172_25 72.0 8" PVC - - - - - »PVC 171.5 - - - 169.5 �6 1 0. 5 170• 170.86 �11 + \\ / + / / PROVIDE 4" TO 6" REDUCER I 12 X8 X8 172.15 165.2 + < < ) FOR CONNECTION TO TOP OF CURB FLUSH TO FIN. Wye Wye , 171 \\ / / 171 SANITARY SEWE TERAL �� TC:171.96 GRADE OF PI �� SURFACE TC.171 ^,� ^� / r + S N \ / + ,I�,:,v 196 I I I INV.169.9 ' ! �i° " \ ' / INV.169.95 ��' r I ( > 6" PER PVC SCH. 40 /° 0 T/L BR:171.46CL PRE AR D SU GRADE 0 WO D N 2 5% R PIE TYP• 18' O.C. -. - - � DMH #2 0 I � I Q FIBROMPL NISH GRADES II�1S0 2" 1 --- / 172.2 + I INV.169.40 (�EE DET. 13/C5.1 / 12"X12" ' +171 I� V. 69.40 170 v I I /-INV.166.90 (12") / Wye �69 Tp_ - mw 169 I +t 71.25 i / Q 171.25+ O / - 168 I I INV.168.00 (12") X �_ �® \ 168.3+ / / I 162' - 12" SOLID PVC i �61 170 ��_ � I / @ S=45%OLLECTOR H OO man,�� o LOD LOD _ 411 - 170 # - - - - - i - - - 1 Sx / \ D LOD _ f- - _ LOD-- - _ LOD LOD ' ' + - f o �� O"z6 - - %- ° cMf� - O� L OD _ _ - o co ' 'n - - S to ,1 �- - / �'� LOD 0 _ _ _ °�� p + + ° - - WAI L10s; o _-- - - - SIZE l --__ p.E _ + +1 _ 5 _ _ _ _ _ -�, E # - _ _ \ s„ ` _ _ ,�.�Q�E Upland Regulate Are `°�� + + I + + + % _ _TIZ s% t' i - - "�� RIPRAP O ��.; \ \ s _ - ® '� + _ .� �� r� - + + rr / 5 % '. - NWM �\ � � ---_-- �- !I"�G � - � - - -' _ �.' i O� O _, E�(. 10" TILE SANITARY -SEWER _ � sx / / - - _ _ _ - _ ,�_ - + _i � � �- � + + + � + + + } tom- I _ - - MA0-TQREMAIN - _ _ s / - +_ + T + + %+ + _ - - - + - _ - -� - _ - +_ + 56' �tJ ER + LOD - - _ _ o + T fi _ T + - S% -+ - S„ + - - k. _ - - t- - - �'+ +�+ + + + Tl + -+% + + + J' -n -i- + L, - ' . �-` - _� ` ` + �. + ` ' _ j / + + + + I- -�- =i + + + + + S % + -- - S„ %- S --� 5 % 1-- -}-S „. ' T �' _ _ .� - + + - 10 _ - - - - � CONNECT NEW--,SALITANY + � � + -I � � - -t + + + { + + + + - ° - to } + + + + �f77 -r LATERAL TO EX. SAN.- H- \ F� F N PIPE. L + \4 _ +� F. 6�. + + + + + _ + + + + + + + + + + + + + ` - CONSTRUCT NEW INVERT - T; RE EX. ES A D E .+ �+ _ _ + - + + �F- �- + + + + - - + fLO + + '� fi + + TABLE FOR NEW CONNECTION 1 IJa1S' 4LL NEW FES (INV:=159 52�- ± + - + - _ - + + + E� � 5 .� + + + + + + + j + + + + + + + + �+ - T \� T -- - - + INV.=158.60 --AND MODIFIED RIPRAP �} + O + + + + + + + � + { + + + � - +- \ / N + OUTLET PROTECTION. � � + + � _ o + + + o - +WL+22WL + + + + \fir _ + +- + - - + + + `+�+ + + + + + + + + - WL 25 K 2�' + -� _ + + + � r--o---� + + + + + + + �+ + + + + + + + + +" WL 26 + + + -_ �\ + +� ,+ + + + + + , + + + -° -- - _ *o�_o + + + + + + + + + + + + + + + + + + \ + _ + T END OF RIPRAP \ + + + - - - + + + - O - _ + + + + i + + + + \ \ + + + v - + OUTLET PROTEj + _ -I- + + + -+ + + -{_ -_ D 0----0 + + + - +_ + I + + O b�L 2 +. + + _./"""' ELEV.=158.75 \ - ��/�.H%✓ + �- ` -i� _ _ _ _ - _ _ FES ~ N L U- #22 ��, H _ N �• c $ c E L? N C N U 13'Wx12'L C E V C U MODIFIED f- " v o o .� RIPRAP v �w� " W� 0 L �� J 0 0 AARON L E .c b- �y (VOL b N s F CONIV �. .� 0 ibtp� TyG � O - NOTE: = = o 1. BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. 8/10/2016; REV. 5/15/2018 2. SEE SHEET C3.3 FOR GRADING, DRAINAGE AND SAN. SEWER NOTES. SEE SHEET C3.0 FOR LEGEND. 3. EROSION CONTROL BLANKETS NEEDED ON 3:1 SLOPES OR STEEPER. SEE SHEET C5.4. 4. CONTRACTOR SHALL REVIEW SITE DEMOLITION DRAWINGS (C1.0 THROUGH C1.3) TO IDENTIFY THE LMITS OF DEMOLOTION WORK AND ANY BACKFILLING REQUIREMENTS THAT MAY NOT BE APPARENT FROM THE GRADING AND DRAINAGE DRAWINGS. GRAPHIC SCALE 20 10 0 20 SCALE IN FEET /;'S910NAf MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD• CT. 06109 (860) 563-6164 TITLE GRADING & UTILITIES PLAN ENLARGEMENT DATE 11/02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C3.1 2 NOTE: II \1 0 U / / Gx / / / / \F & L OVISE B` �i�ES H LOVETT VOL . 72 I MATCHLINE SHEET C3.2 MATCHLINE SHEET C3.1 1. BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. n /, n /nna - r�rx i r /4 r /nne n CS/ I U/ LU 10; Kt V. a/ I O/ LU 10 2. SEE SHEET C3.3 FOR GRADING, DRAINAGE AND SAN. SEWER NOTES. SEE SHEET nz n rnn I rnr-Kir% UJ.0 FUr\ LEhE1NU. 3. EROSION CONTROL BLANKETS NEEDED ON 3:1 SLOPES OR STEEPER. SEE SHEET C5.4. 4. CONTRACTOR SHALL REVIEW SITE DEMOLITION DRAWINGS (C1.0 THROUGH 1. I .J) I O IDEIV I IF T 1 HE LIVII 1 S OF DEMOLOTION WORK AND ANY BACKFILLING REQUIREMENTS THAT MAY NOT BE APPARENT FROM THE GRADING AND DRAINAGE DRAWINGS. DMH T.F.=173. IY j-INV.170.50 \ 172 335 UND DRAINS C H. O.C. 40 (VOL, f \ / 1.0% P TCH TYP. INV.170.50 \• \• �, / AD SUBGRADE OF W(IOD I PLXY AREA IS MINUS 19," 1 \ \ ✓ / FINISH GRADES SHOWN' (SEE DET. 13/C5.1) \ / 4�- T \ 171.85+ G PROVIDE A MINIMUM OF 3 FOOT / \ ° \ / SEPARATION BETWEEN DOMESTIC AND �� \ \ J� \ \ FIRE PROTECTION WATER LINES 1 > - _ \ �Lw TEE"Ft E>; G.V. - -- _- +171. / \ ` 8" SO _D PVC SCH. 40 \ / e B -- -- -- - - -- 8„X6 REDU GULLt( I UR HEADER \ \ OPE--- w FP FP --�- P FP w w +171.5 - \ 2 - \7) I E)d*G 12"X4" I I 13 171.12 \ s ; - f FP 7�A S TEE 4" G.V. I \ I --------- - 22 'BEND 1 70. + 170.65 - - +170. Fp w \ 11 • BE 4 170.25+ f Fp _ Fp A� / I >>3 - 170. ` FP Q7 � w FP _ fiP B #2 ®®® �/` _; CD e �' • RFNn BENDoan 71.5 \�\ k 1 1.6 - - _ --`--` FP w, \ \- 4" DOMESTIC WATER SERVICE (NEW) rp � -- 1 / TRANSFORMER (SEE SE1.1) - ° °o GENERATOR (SEE SE1.1) \ o�°'°°.000, oa 170. + f -- -- / 8" FIRE SUPPLY WATER SERVICE (NEW) f:2 o I 0 a°o°o 17�/ 5k oo°o y 0 0°° � ,000 �°o° 0.6 o°o°p 000°.,Ao "% �; ,•\ / 171.1 - 170. 8 171.1/ •1.3 / / / !v \F IELY �//1.2 MA THEWSON - 1 PANIEL _ �, pi k-K0 micrT• � \ VOL. 24J6 PG. yam/ � BUS AND SERVICE EXIT DRIVE r +170.4 REVISIONS CONFORMED SET MARCH 22, 2019 1 2/22/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 O � 78 RCP ll\l P FL= �66.7' 24 RC / Gx A o \ N\F 12"X8" TEE- & 8" G.V. � / / / \ l CH /I E VA L L R/E [� ^ ,JTRA M C Y �1 w (VOL. A rz, A PRIMARY ELECTRICAL SERVICE, CABLE & PHONE y� UTILITIES OVERHEAD TO NEW UTILITY POLE N \ F MAINTAIN 18" VERTICAL AND 18" /� A / A PIN T Gx I HORIZONTAL SEPARATION FROM J0 / l � V N �0 [� �I / STORM DRAINAGE AND CATCH BASINS L PI _ _Pnn1\/GRT rR 17 AAeG 2, n0ATC \ \ nIA NE ` , \c I TO MANHOLE FRAME & COVER DMH 3. O MATCH EXISTING GRATE ELEVATION. # \ VOL 407 P G` 74% NEW INV,=166.98 \ ( \ / MA R CEL O \\� �\ ` (VOL, 0ND W. LAuRETTRA \ \ �� BILLIG PRIMARY ELECTRICAL SERVICE, CABLE & PHONE UTILITIES (BURIED). ENCASE IN CONCRETE WHERE LOCATED UNDER VEHICULAR PAVEMENT AREAS. SEE / \ DWG. SE1.1 /\/ 249 LF OF EXISTING/L TON G. JA CISSON, JR. 24" RCP TO REMAIN 22 / P G. 30 7) \ _ _ - e , / r r tiINV. I u.50 z > H N F B. 1 35+5 S / ' +17 172.35 ' 4" RF. PVC SCH. 40 f Ii ° ID Co 5 u° / �INV.170.50 \ ( o JA MES �c MA RION C. �\ \ - 8 O.C. - o �\ \ \ UNDE DRAINS ®1 I , € 172.E \ / 1 0% P TCH TYP '_ ° ° v ; j� Ll\�Ll� `2� lNV�1/U.SU � --,\--------- - - - - -� � w•� Fllw INV.170.50 e -� u "' J � W \ e PREPAR D SUBGRADE OF W(\OD FIBERFROPLAY SHREA IS MINUS SHO1 " � \ R" FIRF SUPPI Y WATER SFRVICF (NFWI NEW PRIMARY ELECTRICAL SERVICE � / e "_--N ___ . _ __ X , r L • _� it NATURAL GAS SERVICE (NEW) / (BURIES) SE 'DWG. SE1.1 _ - �� _ , _ -� _ - INV. >>2 a \ t / 170.50 \ \ \ 171.85+ G� a b CB FRAME S _ _co - REMOVE & GRATE. INSTALL SOLID / 71.45+ 171.45 \� INV.168.8Ah J \ \ CONCRETE COVER AND - 171.9 � \ \ \ \ A BACKFILL DMH #27 / / / c� \\ \\ \�13I4171.77 ` , .. 171' TR: 71 7+ ,.N \ .821-71 r \. ------ /\ INV 1 - - 8 SONID PVC O�HE�ADER 68 07 COLLECTO +171.8 +171.5 1 �10 0.9 ° INV. 171.7, --f 171.19 \\ \� / 170. 71.2 \ 22' BEND / -- 70. + 170.65 PAP Z - 170. �' F w \\ \ \ \�2 / 170.3 170.4 \ 11 BE FP Fp _ Fp 8` 170 25+ 1 T " M.J. SWI E w Fp 2 8„ G.V. > CB 7 - . e w Fp ® I� - _ j \ \ \ \\ I H T (5'-6" BURY w FP ` ® Fp CB #20 -- - --- FP \ --171.2 \ o 1�70.9 _ _ *WIVEL TEE fP i 11' BEND 71.5 FP w J` 1 I - - - - - - 4„ G.V. P / - 22j BEND \ - INTERCEPTOR _ _ / F / 1.5 - _ `�Fp MO SER INV. IN�.95 - w 1 k w FP r, I T.C. 171.2 INV�UT- 8.78 ��C. 171.5 1 1.6 171.2 o TRANSFORMER SEE SE1.1 / ' t. B.C. 170.7 + REA E 6" A G B.C. 171.0 = ; FP ° � °o ( ) -- � PILON OR SWIVEL 'Q °ooa a°ooa GENERATOR (SEE SE1.1) - / I 1 �A ° `. I 16 75 17 .9 F �N 65' - 12" ° oo°000 °° o 000 `' 70. +- _ ° ° 00000 00 � o °ao r 1 Q• - l �. � � •''•--- INV. OU - 8.5 - e .7+ o oao° ,o ` NELSON 1.1 \ / �A ` ; u \ CB 7 . o ° 5k °o oao o rr / f #6 17 \ ARCHITECT; fo0 00 ° ° °° _ oo°° ° o a oaoo ° � 30 JORDAN LANE A G o0 000°po°oo .2 00• o� °o�,o°° 57 LF F EXISTING � \ �� ° ° P °. o 000°0 000000°'�0°°°o°p° a/ / WETHERSFIELD, CT. 06109 24" P IN \ ":. w 000°o° o \ �660) 563-6164 ;- ° 0170. 8 • A \ 171.2 T.C. 1., Fv E 000°o 00 00 $.C. It /v+ FDC \�225 k 1�2$8 ° °\�2� 0 6, 171.1 171.1 ° 170 8 (SEE FP1.1) 1�Zp9 8W'V�a� `� �1/11.2 1.3 / TITLE it _ - G •s - "� 170.5 7 1, \�° -�2 GAS METER k1�2' 2 MATCHLINE SHEET C3.2 NOTE: GRADING & �3 f j Fe�L �F"D>J1� WA \ MATCHLINE SHEET C3.1 UTILITIES PLAN / �.. 170.9 SERVICE �\ EROSION CONTROL BLANKETS B.C. 170.4 >>2 �A FP w _, / 4" GREASE 6" FIRE PROT. ,�J20g 1. � � � NEEDED ON 3:1 SLOPES OR ENLARGEMENT _ � t � 4 WATER SERVICE k \� • k +170.4 - -' - ( � \ 2-8" M.J '45' BENDS Fe INTERCEPTOR /� _ _ 1 INLET PIPE - - - � -p _ -� 85 STEEPER. SEE SHEET C5.4 8' M.J. TEE 171F�� / \�2 CAST-IRON TRENCH DRAIN (11') W/ .5% PITCH 3r8' G.V. I w INV:168.85 INV.=169.25 / - - - - / \\ 11 :167.88 /OUTLET INV:166.38 (DET. 11/C5.3) \ / CB #5 - - - 4" GREASE / E. / / I 6P w �, .- - - - - - OUTLET •P.�IPE / \\ T.C. 171.9 CB 4TF=170.00 _ / / B.C. --- - _ I. ,� _ FP 1 , � INV.-168.�1 / \ / �22' BEND Fe °' �' \ /' \\ r� DATE 11/02/2018 / t _ ; \ Finish Floor / / 22I' BAND F 71.8 1 \ \\ i COPYRIGHT \ , i T.C. 171.7 C. 17,�.6 \ / 1 ❑ 172.25 \\ +171.75 / � Moser Pilon Nelson Architec B.C. B.C.,71.1+ PROVIDE TEMPORARY 4" DOMESTIC WATER \\�� / ^ _ GRAPHIC SCALE DWG. NO. --- / LINE AROUND CONSTRUCTION OF PROPOSED - BUILDING DURING PHASE 1 OF CONSTRUCTION. \\ / I ( 171 3 - - 6" PVC _ - I - AT THE COMPLETION OF PHASE 1, REMOVE \\ ^ 228' 20 10 0 20 e / / T.C. 171.7 ^^ I _ B.C. 1. I 6°X24" ❑ TEMPORARY WATER LINE AND INSTALL PROPOSED (x �15" HDPE I WATER LINE TO NEW BUILDING. \\ 7.•JJ SCALE IN FEET C3*2 T. 171.4 I Wye B.C. 170.9 17 III GRADING AND DRAINAGE NOTES.- 1. SEE SITE PLAN AND DETAIL SHEETS FOR ADDITIONAL NOTES. 2. THIS DRAWING IS INTENDED TO DESCRIBE GRADING AND DRAINAGE ONLY. REFER TO SITE PLAN FOR GENERAL INFORMATION, AND DETAIL SHEETS FOR DETAILS. SEE MEP DRAWINGS FOR BUILDING CONNECTION LOCATIONS AND DETAILS. 3. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION CONTROL PLAN FOR LIMIT OF DISTURBANCE AND NOTES. CLEARING LIMITS SHALL BE 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. 4. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS REQUIRED BY GOVERNMENT AND LOCAL AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL MUNICIPALITIES REQUIRED TO PERFORM ALL REQUIRED WORK. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK. 6. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL MUNICIPALITIES TO SECURE PERMITS AND FEES FOR CONNECTIONS TO EXISTING UTILITIES. 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 DIRECTED BY THE GEOTECHNICAL ENGINEER. A FABRIC, GEOGRID OR APPROVED EQUAL MAY BE REQUIRED. CONSULT A GEOTECHNICAL ENGINEER FOR GUIDANCE. 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 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. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER 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 SHALL RESTORE ANY UTILITY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, OR LANDSCAPED AREAS DISTURBED DURING CONSTRUCTION, TO IT'S ORIGINAL CONDITION OR BETTER. 16. PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THIS PARCEL SO AS TO PREVENT THE SILTING OF ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE 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. 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 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 CONDITION OR BETTER, TO THE SATISFACTION OF THE TOWN STATE AUTHORITIES. LD. rIfE nVn,.V,IRIRHnV n IVn MAYSUBS rIInIU TIG MASONRY S)71R VC-1VIRES FOR PRECAST S)71R VC-1URES 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 I ME GENERAL PUBLIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. HE SHALL FOLLOW ALL REGULATIONS OF THE TOWN AND ALL REQUIREMENTS OF STATE AND FEDERAL REGULATIONS AS THEY APPLY TO UNDERGROUND TRENCHING AND IN CUT SITUATIONS 23. ALL FIELD CHANGES TO BE APPROVED BY THE TOWN ENGINEER PRIOR TO COMPLETION IN THE FIELD. THE 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 TURNED OVER TO THE DESIGN ENGINEER WHO WILL REVISE THE ORIGINAL PLANS ACCORDINGLY AND WILL FILE THE REVISED PLANS WITH THE TOWN'S ENGINEERING DIVISION AND WITH EACH UTILITY OWNER. 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 VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE PROPOSED UTILITIES, CROSS -EXISTING UTILITIES AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES 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 MAY BE MADE. 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. 28. SAW l:U I ALL t7,IS I ING PAVttvltN'i WHERE UTILITY PIPING IS -10 BE INSTALLED. STANDARD SANITARY SEWER NOTES 1. FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY SEWER. FLOOR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER DRAIN: ALL DISCHARGES TO THE SANITARY SEWER SHALL COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL SANITARY CODE. 2. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPES. THE TESTS SHALL BE CONDUCTED AFTER FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 5 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 57. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% 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 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. 4. MAJOR EARTHWORK SHALL BE COMPLETED PRIOR TO INSTALLATION OF ANY SANITARY SEWER MAINS AND APPURTENANCES. AIR CONNECTING SEWER LINES SHALL BE FLUSHED BEFORE TESTED. 5. MAXIMUM ALLOWABLE INFILTRATION 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 COLLECTION 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. 14. GREASE INTERCEPTOR SHALL BE FOG ENFORCER XL-1300 OR APPROVED EQUAL AND SHALL MEET THE REQUIREMENTS OF THE CONNECTICUT DEPARTMENT OF ENREGY AND ENVIRONMENTAL PROTECTION GENERAL PERMIT FOR THE DISCHARGE OF WASTEWATER ASSOCIATED WITH FOOD SERVICE ESTABLISHMENTS WITH AN ISSUANCE DATE OF OCTOBER 5, 2015. NOTE: 1. BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. R /1 n /7(11 P. pp-\/ c", /1 a, P)m R V/ I V/ LV I V, I,I_ V. �J/ I �// LV I V \ 2. SEE SHEET C3.3 FOR GRADING, DRAINAGE AND SAN. SEWER NOTES. SEE SHEET C3.0 FOR LEGEND. 3. EROSION CONTROL BLANKETS NEEDED ON \ 3:1 SLOPES OR STEEPER. SEE SHEET C5.4. 4, CONTRACTOR SHALL REVIEW SITE DEMOLITION DRAWINGS (C1.0 THROUGH C1.3) TO IDENTIFY THE LMITS OFN F \ DEMOLOTION WORK AND ANY BACK Lz - RF(IIIIRFAAFNTq THAT AA,&\dA(RC F f-I - APPARENT FROM THE �ADIN��I P8 PG 210) AINAGE DRAUVIN;G_� I I Cn / GC s ",�C- 17' B.C. / / CB #8/// � s W T.C. 171.2 o B.C. 170.7 x + to 0 REVISIONS T.C. CONFORMED SET B.C.MARCH 22, 2019 T.1 B.C. 1 f J I T.C. 1\71.1 B.C. 170.6 / I C. 170.9 .C. 170.4 STATE PROJECT NO. 132-0088 N CB #12 - Phase 1 of 4 C. 171.2 .C. 170.7 � O +172.50 m w 1� p / �// / 1 / \ \ / 11 J� I 11 \\ IGH n 30' 24" HDPE I 30' 24" HDPE A O _ N. .. .001� O:f 4 Ld cI O 16 z Lu L1j ra: Ix I/ I-, (/)(/)a tu-Iu T.C. 171.2 t o ° -- Q ,- ` ' B.C. 170.7 71.7 T.C. 3 I b / + , / T.C. 171.3 1 Sx 171 B.C. 170.8 E--I 65' T. 170.7 75� 12" HDPE B.C. 170.� 12" HDPE 1.45 = �-'- / / / \ ✓ \ , \ � + 170.38 170.29 I I CB 10 r i 0 171 3 70.65 170.55 / d 170.86 � 1171. \/� 171 p- \TI- � / / \ \ 70.55 N N~ N oV.. _j c c "U CO N O J y LIMIT OF W-AND // �,.._ .r- / / / a Regu I at ed q - - ` _ o L S. 6 N � V b 00 maw mmm 169EGV L l �D® REA-'fie- _ _ - / V�� / _ \ O _ - / � C `\ .� / Q / C N C C to N N •- IV 000 o �W 1 / 69 / \ / \ // 16'8 /\� \- / FE 9 LOD LID LOD _ © N /goo / - - -- _ 5. - - _ _ S_ _ _ _ LO�D _ _ �� _ ; -� 1-- _ - _ + +- _ _ _ _ sx + - _ .,``��o� c 400 l / / sw/ i O S' r- ---r Sz-r- =T- - --�-/fix --� _ �� `� + /� _, + 5 _�_ + --+ } \ + T r �_ r - \,`�!i 'y E. 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WATER MAIN PIPE SHALL BE MINIMUM THICKNESS CLASS 52 DUCTILE IRON PIPE, DOUBLE CEMENT MORTAR ' s� l + +/ + /�++i / y _� _ / -S�-��-- + +�� LINED, DOUBLE BITUMINOUS SEAL COATED, MANUFACTURED AND FINISHED IN THE UNITED STATES OF �j � j / / / / / / +! � ! 4,- j - - - - - - - - - O fC"�-�- - _ �7 , , - �_ �{ AMERICA OR CANADA IN ACCORDANCE WITH ANSI/SWWA C151/A21.51-02 OR THE LATEST REVISIONS �i / / ��/ !! - / / _ / - - _ - _ _ _ - T i-- - %�J�4(� \ _ + + NELSON R I/ ,-/ =�56.9 _ - _ - _ - + + ARCHITECTS THEREOF. / / WL �A T l V +L / _ �\ - + 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 / - - - + + + �/ - - _ - _ - - + / - 30 JORDAN LANE APPLICABLE REQUIREMENTS OF ANSI/AWWA C111 /A21.11-07 OR THE LATEST REVISION THEREOF. ` / o' l t� i+ /+� // ! / / �- - - _ D _ - - - - - + + }- + + + + + - - - - _ _ - - - �\ W E T H E R S F T E L D, CT. 0 6 1 0 9 / Q - - --- - - / + � +� (860) 563-61 64 3. ALL PIPES SHALL BE DOUBLE CEMENT MORTAR LINED AND DOUBLE SEAL COATED IN ACCORDANCE WITH +/ / _ / �� j _ / WL (� - - - - - - !- + + I + - - _ ANSI/AWWA C104/A21.4-03. I / ^ I / / �' j / / / �� - a _ _ - - - - iI WL 5 / + + + +/+ + + f + + }6 h + + + +- _ __ - - _ _ A/ - - 4. FITTINGS SHALL BE DUCTILE IRON DOUBLE CEMENT MORTAR LINED DOUBLE BITUMINOUS SEAL COATED ' x X i / / '' - - _ 54 - - - -_ / ® + + + / - / WL -7 _ - L - - WL- 55 _ -- - - + + + + �°0 + + U ` WL�� - f TITLE INSIDE WITH MECHANICAL OR FLANGED JOINTS, AS SPECIFIED, MANUFACTURED AND FINISHED IN THE i - - - _ _ I-� - _ UNITED STATES OF AMERICA OR CANADA IN ACCORDANCE WITH C153/A21.53-06 (DUCTILE IRON ' ! - - - _ _ _ - - + + + -�-- V COMPACT FITTINGS) OR THE LATEST REVISIONS THEREOF. THIS STANDARD INCLUDES TEES, BENDS, I + - / _ / CQ _ _ WL 5 + + + + + + - \ --' _� GRADING R' OFFSETS, SLEEVES, CROSSES, REDUCERS, CAPS, PLUGS AND CONNECTING PIECES. - / _ _- WL 5- + / 62 - - / + + + - -� / 1 + UTILITIES PLAN 5. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO BACKFILL. I ,I _- i �i - L 7 WL -✓ J � - K 56 t + + + - - _ VV + - + + - _ ENLARGEMENT 6. UTILITY INSTALLATION AND MATERIAL SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS ' V) \� _ I - - _ _ _ + + + + t /� �+ + + + + + i+ /_ _� AND STANDARDS OF THE CONNECTICUT WATER COMPANY. �-I - 7. FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 A423 WITH A D-150 SHOE, DRY BARREL, _ c - �' _ - o WL IRON BODY WITH ONE 4j" PUMPER AND TWO 2j" HOSE CONNECTIONS WITH NATIONAL STANDARD THREAD ----'- - H + 52 cr � - �•_ / - _ - MANUFACTURED IN THE UNITED STATES OR CANADA AND IN ACCORDANCE WITH ANSI/AWWA C502-05 OR S1- _ - _ - THE LATEST REVISION THEREOF. ALL HYDRANTS SHALL BE AUTOMATIC DRAIN TYPE TO PREVENT - T _ �j _ + + .- � �O FREEZING. ALL HYDRANTS SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSIG. / - 7 - - 8. WARNING TAPE SHALL BE INSTALLED ABOVE THE WATER MAIN. TAPE SHALL BE A MINIMUM 3 INCH WIDE, , e" REP-1755_4 o Qa - + +W�1 '' '' , - \ .- ' ' _ - - _ \ / DATE 11 /02/2018 4.0 MIL POLYETHYLENE FILM SUITABLE FOR BURIED SERVICE. TAPE SHALL BE BLUE IN COLOR PER _ _ - II\ + + A.P.W.A. NATIONAL COLOR CODE AND SHALL BE PERMANENTLY IMPRINTED WITH A WARNING LABEL - - - _ / / / / \ INDICATING A "WATER MAIN BURIED BELOW". - _ �' ,L- 5- - - - r fi // / / / / / \ / - , COPYRIGHT 9. MINIMUM DEPTH OF COVER TO TOP OF WATER MAIN IS 48 INCHES. + i / / ' ! ! / _ \ \ / Moser Pilon Nelson Architects + �" + // / //- // �\ \\ �-- \ GRAPHIC SCALE DWG. NO. - - - + 20 10 0 20 MIA - / / � / / \ \ � � ,� 1 v SCALE IN FEET C33 - WL�- I / NIKKI EROSION CONTROL NOTES EROSION CONTROL LEGEND AT ANY PARTICULAR TIME, LAND DISTURBANCE SHALL BE KEPT TO A MINIMUM. RESTABILIZATION SHALL BE SCHEDULED AS SOON AS POSSIBLE. DO NOT WAIT FOR BUILDING CONSTRUCTION TO BE COMPLETED FOR STABILIZATION OF GRASS AND PAVED AREAS TO PROCEED. IF PERMANENT SLOPES CAN NOT BE COMPLETED IMMEDIATELY UPON THEIR PLACEMENT, TEMPORARY MULCH OR GRASS COVER SHALL BE ESTABLISHED. SILT FENCE AND/OR HAY BALE BERMS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AT THE LOCATIONS SHOWN ON THE PLANS, AND STAKED IN PLACE. ALL SUCH PROTECTIVE MEASURES SHALL BE IN PLACE PRIOR TO ANY CUTTING OR FILLING PROCEEDS. CATCH BASINS SHALL BE PROTECTED WITH SILT FENCE OR HAY BALES THROUGHOUT THE CONSTRUCTION PERIOD. THE STRUCTURES SHALL BE ENCIRCLED COMPLETELY AT LOW POINTS. ON SLOPED AREAS THE SILT FENCE SHALL FORM A POCKET TO TRAP WATER IMMEDIATELY UPSTREAM FROM THE STRUCTURE. STABILIZATION OF GRASS AND PAVED AREAS SHALL BE COMPLETE BEFORE REMOVAL OF THE FENCE. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL". EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN ANY WATERSHED AREA UNLESS SPECIFIC PERMISSION IS OBTAINED FROM THE TOWN TO OTHERWISE PROCEED FOR SPECIFIC AREAS. ALL CONTROL MEASURES SHALL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE STABILIZED WITH EITHER PAVEMENT, GRASS OR APPROVED GROUND COVER. CONTROL MEASURES SHALL BE CHECKED BY THE RESPONSIBLE INDIVIDUAL OR HIS DESIGNATED REPRESENTATIVE BEFORE AND AFTER ALL RAIN STORMS AND AFTER EACH WORKING DAY. THE SITE CONTRACTOR IS ASSIGNED THE RESPONSIBILITY OF IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. HE SHALL APPOINT A SITE REPRESENTATIVE FOR DAILY INSPECTIONS, AND SHALL FURNISH THAT NAME TO THE TOWN. THE RESPONSIBILITY STILL SHALL REST WITH THE SITE 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. ADDITIONAL CONTROL MEASURES SHALL BE IMMEDIATELY INSTALLED, AS REQUIRED BY THE INTENT OF THIS PLAN AND/OR IF REQUESTED BY THE TOWN. 300 FEET OF UNUSED SILT FENCE SHALL BE KEPT AVAILABLE ON THE SITE FOR THIS PURPOSE. ALL DISTURBED FIND STOCKPILED MATERIALS SHALL BE SEEDED AS SOON AS POSSIBLE. IN THE EASE OF WINTER CONSTRUCTION, MULCH SHALL BE PLACED AND EROSION CONTROL MEASURES PLACED TO PREVENT WASHOUTS OF THE STOCKPILED MATERIAL. THE SAME REQUIREMENTS MAY BE NEEDED FOR CONSTRUCTION DURING OTHER SEASONS AS DIRECTED BY THE TOWN AND THE ENGINEER. 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 CONTROL MEASURE ILLUSTRATION INLET PROTECTION ♦1* r a SILT FENCE —SF—SF CONSTRUCTION ENTRANCE STONE CHECK DAM SCD TOP SOIL STOCKPILE AREA EROSION CONTROL INTENT \ THE EROSION CONTROL PLAN IS INTENDED TO MINIMIZE THE MOVEMENT OF MATERIAL INTO ADJACENT WETLANDS AND WATERCOURSES BY ONE OR MORE OF THE FOLLOWING. A. LIMIT THE TIME OF BARE SOIL EXPOSURE. ONCE EXCAVATION OR FILL HAS BEEN COMPLETED AND WITHOUT WAITING UNTIL THE ENTIRE SITE IS READY, T.F.=173.13' PROVIDE SOME TYPE OF GROUND COVER AS SPECIFIED WITH EITHER MULCH, PAVEMENT, TEMPORARY SEEDING OR PERMANENT SEEDING. SLOPES IN 18" RCP IN F1=166.7' PARTICULAR SHOULD BE PERMANENTLY SEEDED AS SOON AS FORMING IS COMPLETED. THE USE OF MULCH, TEMPORARY SEEDING OR JUTE MESH WILL 24" RCP FL=166.7' / BIND THE SOIL BY ABSORBING AND SPREADING HEAVY RAIN SUCH THAT CONCENTRATION OF WATER WILL NOT BE AS LIKELY TO OCCUR. CONTROL OF SWALE FLOW THIS IS THE LAST LINE OF DEFENSE SINCE THE WATER FROM A RAIN WILL PROBABLY BE CONCENTRATED INTO SWALE FLOW BY THIS / TIME. PEASTONE SHOULD BE DUMPED INTO THE BOTTOM OF SWALES AT DOWNSTREAM LOCATIONS AND WHERE NEEDED TO SLOW THE WATER FLOW. /ALERIE K. I THIS ALSO SETTLES OUT MANY OF THE FINE SILTS. THESE SHOULD BE USED WELL UPSTREAM FROM THE SETTLING BASINS. WITH SEVERAL LOCATED i IN LONG SWALES. 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, �G. 77) 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. C. CONSTRUCTION POOL DEPRESSIONS. USUALLY LOCATED NEAR THE END OF SWALES AND NEAR THE PROPERTY LINE TO PROVIDE LONGER DETENTION TIME FOR SILT SETTLEMENT. CLEANING IS MANDATORY ON REGULAR BASIS. D. THE CONTROL AND REMOVAL OF ALL SILT IS NOT POSSIBLE, BUT BY CAREFUL APPLICATION OF THE REQUIREMENTS OF THIS PLAN COMBINED WITH CONTRACTOR CONCERN WILL GREATLY IMPROVE THE QUALITY OF BOTH THE SITE AREAS AND THE OFF -SITE AREAS. 11 (VOL. 407 PG. /4) � N\F \ \ RA YMOND W. & LAURETTE \ BILLIG N\F MARCEL E. & SUSAN l FA TEUX (VOL. 130 PG. 95) BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 I 1 WITH HAY BALES STAKED INTO PLACE. \ \ \ v / �r - A SCHEDULE OF PLANNED ACTIVITIES INCLUDING EROSION AND SEDIMENT CONTROL MEASURE INSTALLATION SHALL BE SUBMITTED TO THE TOWN ALONG \ N \F WITH ANY OTHER REPORTS REQUESTED BY THE COMMISSION. PLANNED ACTIVITIES SHALL INCLUDE PLANNED PERIODS WHEN SEEDING AND/OR PAVING WILL \ = o N//L TON G. JACKSON, JR. - BE PLACED, WHEN UTILITY LINES WILL BE INSTALLED, WHEN BUILDING CONSTRUCTION WILL TAKE PLACE AND WHEN CUTTING AND FILLING WILL OCCUR. THE N \F SCHEDULE SHALL ALSO INCLUDE DATA ON TRUCK MOVEMENT TO AND FROM THE SITE TO MOVE MATERIAL ONTO OR OFF OF THE SITE. TRUCK MOVEMENTS \ 2213 PG. 307) ��{ % ___. / � MADE=R �' (VOL.( ��5 / APR1L N• POFF ROPERTY THESITE SHALL BE RESTRICTED AS DIRECTED BY THE TOWN FOR PEAK TRAFFIC TIMES AND FOR TIMES WHEN NOISE WOULD DISTURB THE N \F �\ \ , �' \ VOL. 1399 PG. 349) DAMES & MARION C. \ / SEEDING MIXTURES SHALL BE IN COMPLIANCE WITH CHAPTER 6 OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL". FI TZGERALD TEMPORARY SEEDING SHALL BE USED WHEN THE GROWING SEASON REMAINING IS LESS THAN 60 DAYS. PERMANENT SEEDING SHALL BE USED WHEN 11\ - -�� \ J 0\ \ / 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 BE USED AT RqE RATE OF TWO TONS PER ACRE. PERMANENT SEEDING SHALL REPLACE TEMPORARY SEEDING AS SOON AS THE SEASON PERMITS ANDAS APPROVED BY THE TOWN ENGINEER. REFER TO SEEDING CHARTS ON THE DETAIL SHEETS. \ Z \ / - - - +7-4 HAY MULCH SHOULD BE E TEMPORARY SEEDING SHOULD BE USED ON TH SEPLIED AT THE RATE OAR AS FOR MORE THANF TWO TONS PER E 30 DAYS.40 LES PER ACRE) ON AREAS TO BE LEFT BARE FOR UP TO 30 DAYS. \ \ / / J'�--- SOIL STABILIZATION SHALL BE COMPLETED WITHIN FIVE (5) DAYS OF CLEARING OR INACTIVITY IN CONSTRUCTION. ,J3 E&S CONTROLS BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS OF GREATER THAN 0.1 INCH. DAMES H. v& LOUISE B• \ ' I - - ` - \ 1 r \ NSF y P- FP P� THE CONTRACTOR SHALL NOTIFY THE TOWN ENGINEER ENVIRONMENTAL PLANNER CONSERVATION OFFICER AT LEAST TWO WORKING DAYS BEFORE THE \ LOVETT FOLLOWING: - , _ Fp 1. START OF CONSTRUCTION >a 2 COMPLETION OF CLEARING LIMIT DEMARCATION \ q \ 3. INSTALLATION OF E&S MEASURES \ \ I \ \ / A� \/ ? v, / _= w p 4. COMPLETION OF SITE CLEARING NV \ 5. COMPLETION OF ROUGH GRADING & NANCY T \ - - _ _ _ 6. COMPLETION OF FINAL GRADING IRVING RONAL�KS \I ��, �-7� ♦ ` �/� f /p'� / o Fp \ 7. CLOSE OF CONSTRUCTION SEASON \ TRI 8. COMPLETION OF FINAL LANDSCAPING 2071 PG • 221) / 9. PRIOR TO THE REMOVAL OF CONSTRUCTION E&S CONTROL MEASURES (VOL' X / G ear - ALL WASTE MATERIALS (INCLUDING WASTEWATER) SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAW. LITTER SHALL BE PICKED UP AT THE END OF EACH WORK DAY. CONCRETE WASHOUT SHALL ON -SITE MUST MEET THE FOLLOWING CONDITIONS: \ p N F • CONCRETE TRUCK WASHOUT SHALL BE DONE IN DESIGNATED AREAS ONLY OUTSIDE OF THE INLAND WETLANDS (REFER TO AREA SHOWN ON PLANS). I & / / 1 \ \ _! - -� THE • CONCRETE TRUCKS SHALL BE INFORMED OF THE DESIGNATED WASHOUT AREA TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE CIEWICZ MATCHLINE SHEET C4.2 / / \ �c , ` Fp j / MATCHLINE SHEET C4.2 DANIEL J. MA' I 0 PROPER FACILITIES. MATCHLINE SHEET C4.1 MATCHLINE SHEET C4.1 (VOL. 2436 PG, 90) • CONCRETE WASHOUT MATERIALS MUST BE CONTAINED WHERE WASTE CONCRETE CAN SOLIDIFY IN PLACE AND EXCESS WATER CAN SAFELY 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. COVER OR WATER TEMPORARY SOIL STOCKPILES AND SITE TO PREVENT WIND EROSION AS NEEDED. SITE CONTRACTOR SHALL PROVIDE WATER AND/OR CALCIUM CHLORIDE FOR DUST CONTROL DURING CONSTRUCTION. / / / /� / / / \ Fe' o o— CONSTRUCTION SEDIMENT TRAPS (ROUGH GRADED DEPRESSIONS) SHALL BE INSTALLED WHERE PRACTICAL DURING CONSTRUCTION IN AREAS THAT WILL NOT BE IN THE AREAS OF MACHINE TRAFFIC. THESE SHALL ALSO BE USED AT THE ENDS OF LONG SWALES PRIOR TO ANY WATER RUNNING OFF -SITE. / / / / / \ \ ,�2 I I _ MON I I I 169.30 FPCI 261) �aA�� aFi PG QF (I F ! / L — / / \\ cn N\F,e,rTTC / / J I I CARL F. (VGL Ai� \ / �. a� ; / 1 \ I BARONS 88 \ \ / \ MAR SACZYK / 'r l \ I 136 PG. 2 ) N\F (VOL. \ I I \ (VOL. 2008 PG. 210) \ �' I 1_ Ar , \ I [I /oil - f 7 { o o \ u I I I g`'FF� I Itilt J7 w f--- f l , , y 10\ ! . / I, . ► `\ / / I o o n \ {! JENNIFER ENSLING Y" ad 171 Lu Q/ N, A \ I I �'� of b Q / \ T 170 — /I�, N \F Y\ / I� / X �� ,1\, I \ ,- �� -�� _ �/ y' I \ / AARONJFnNARD I /�/ / . / ' \ Tj1 ® xll/ _ 7'v Z N� O / J \.\.sM /�bm 7U /E6.59.4' O I A /// \ �1 \\ / \\ \ \\ r ,e7 / ,7o j v I I �l J I I — — — —1 ss w — — sx — — — sx — — — sx — — _ Sx S. — — — sx — — — ci �f / / � / / /l / \ 1 — AND \ / / ` \ \ d (��► 170 - 170 ss ss F LIMIT 0�T4 `a� eg�ted / RE9ULA TED O \ \ SF no / /'�d\ / �\ \ \ - / I \ N \ F J / '� 5, J \ , SF / STEVEN R. & LAURA B. / - r - .51' - -— LOD \ \ to ' - O _ \ 1TD GORDON Lu / / / \ ji 16, =15 l _ - t_OD sxi - LOD _ - - �O \ - \ \ \ ` LOD _ - _ s-T _ s 16 - \ = ` \ L06 - \ I+ \ (VOL. 779 PG. 255) --- -- / �Op ss p _erand Regulated Are Y ` ----ELOOB4CIE AE �, �-, � � - - -_ - �-Ft609�6N�1�� - - _ _ � \ � - _ � S / � - - _ _ F -- � + t _ �-- _ - y - - O / — — _ — \ .. — -_ - !<„ — — — — `� s!— --` — s i� + .SMH: J ' -166 Q `� r - - - _ + + SMH� ,- ✓ / / / _ - _ - .- -"-- - - _ WL - -� a� :.. , 7- ,- - , / � _ t _ l0"T/L•E - 64.35 / -.� -- - - 23 WL 24 \ - T.F.-1 / F.Y 1-� WL 16 -_ WL O 10 RCP-6' / / / _WL �� - - - _ f- WL 25 L 26 w_ - _ - __ - _ - - _ _ _ 1 - + + s -31 / / _ - - - - - - _ _ SMH - _ - - \ _ * HLAD r / roWARD - — - w� - °\ , rw 'J R - - L 4 r W1 36 + \ \ CUL C / / I / / // - - - ASHEQ T - \ I�ER+T + K- + + _ - + + + + T _ - - D_ _ _ _ /� + _ - 0 y4 I- - - - D _ � � + - o�w _ _ - _ _ we - + _ � _ - - � wL 3s _ _ + � WL - - - - - - + + + + - / / - - + x WL WL - WL 55 _ _ _ - _ _ - - _ - _ - + + =� SMH - - + + + r _.� - - _. _ + 1 WL 59 + - - _ a 53 + + _. � � -�. _ _. 42 --- - - L 7 1 + yWL + - + + + - - - Y �--- Wes-= + I - T + �� + - DWA �-�- - - - - - - - - - I � r _ � / � + + . r � +. - - +DLO - - - - - - _ __ - _ - - -- - - - - +�-�_+ a + �-� _ \ + - - - - - - - SMH - - - �, - _ \ WL 52- - _ _ �� - -� _ --� - _ - _ -- - _ =160. 3-' _ \ '�� + +- -� �_ WL 44 T.F. _ 4' m / \ ` �. + + - �/ - - - - _ HBW REAL ESTA TE + - - f N \F IRREVOCABLE TRUS T J �- - - ' / NIKKI MA 52N 2517 PG. 328) — / _— - - + 1 _ E(C 1515 PG ) N \F ____-� --� - �,� + + T - _ \ _ / y + ✓✓ r ( PAUL ALLAN & BARBARA J. - - ' CONCRETE H / / BRIDGE _ _ } sM HEDGES T.F=161.48' T� - - - / (VOL. 342 PG. 331) N\F T 10" RCP=154.5' / / /j / SCHAFFER �- _ 10' s. Y � — — --� 7-0 / / -- TIERRA L. N \ F f 2255 PG. 209) HELEN HELM HARTLEY 50' BUFFER _ / N \F N F (VOL.( (VOL. 705 PG. 131) / / \ / CHARLES N. & M. LINDA ARTHUR LIONEL ROSE SOUCY (VOL 1168 PG. 211) / _ // N\F \ / MEGAN DACOSTA N\F 351) / HAROLD E & CAROLE A. (VOL. 2497 PG. SNYDER / GRAPHIC SCALE (VOL. 133 PG. 560) / 40 20 0 I: ISCALE IN FEET REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 v LLIU IN a�; ;I — y 00 J O N� cU �D O••Oi W E E c v acpo a= I--. LL r C Q O d N N > N 6b S C N a O W C U C YJ C V �J - H ,U25 J o J c U 0 O — C W JL Cu s 0 a b N C 0 N/yJ►��` Fc11,��' z ��►Jttiitt��` MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL SEDIMENTATION & EROSION CONTROL PLAN DATE 11 /02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C4.0 \ \ \ EAVE INL \ 2 1-4 / CONS TRUCTI N E TRA CE FOR _ �> / �� e W w Fp _ Pp _ ® I REVISIONS PHASE 1 CO Cl1 Fe / w — ' Fp — / �� CONFORMED SET MARCH 22, 2019 CONS N ♦ / \ l Fe W� / - / f (,� - w, a \ G G oo° o°o°000000'o c 0000° �-°- ^° CATCH BASIN INLET PROTECTION (TYP.)_._ 01 \ / G // so°0000 000 0p 0 00° 000° °oo°O ' 3,✓ o o$ p°oO 000° ° TEMPORARY STONE a 00000°O°°oo°o°°° CHECK DAM (TYP.) oo°o �°°00000°o o°° MATCHLINE SHEET C4.2 / / / �A i \ MATCHLINE SHEET C4.2 MATCHLINE SHEET C4. I / / / / / Fe / MATCHLINE SHEET C4. I STATE PROJECT NO. 132-0088 N Phase 1 of 4 8 ROOF LE, DER COLLEVION \\ / PIPE. CONFIR LOC��I1ON C El S - I WITH PLUMBING�PVAN. I Ni i ) CATCH BASIN INLET PROTECTION (TYP.) ^� I \�, I ) I I \V / \ x 1 gM MON *4 EXTERIOR ROOF / 71 I LEADER LOCATION / 30 O i 6 <� N // I I I QP' S 1 \ IF CL / / \ BAR H NoL. rr-il � f'r—i1 i / v> \ EXTERIO ROOF �/ TION a \ LEADER L CATION 1 8" ROOF LEADER COLLECI (TYP-) [_, O 1 PIPE. CONFIRM LOCATION \ L� F.y L / \ WITH PLUMBING FLANS. N \ CA 0 0 - emu' I O \O lei Ulu, \ CD Z CATCH BASIN INLET PROTECTION (TYP.) [� CATCH BASIN INLET PROTECTION (TYP.) M all If r I r r l ku 171 LUV) V) /Nr- / I \ Z Z / \ J J I� \ I / I N W~ n N a c c H H I 171 O I-1 1 / I \ / / I / E U 14 ob I8" ROOFA FADER COLLECTION ` / / / N 0 c � ti / I PIPE. CONFIRM LOC{� TION / I / Use . £ \ \ O WITH PLUMBING PLANS. - = 3 y H� m m o 0 u =_____-- __- R7. CN L. _. (VOL. CATCH BASIN INLET C% - - / \ \ - - EXTERIOR ROOF LEADER LOCATION b _ -O / \ / (PART OF ALTERNATE CLASSROOMS; / b PROTECTION (TYP.) 1 SEE DWG. A1.6) s TEMPORARY SEDIMENT TRAP PHASE 2 CONSTRUCTION / I \ / 8" ROOF LEADER COLLECTION EXTERIOR ROOF LEADER LOCATIO �� CONN ) A BOT. ELEV: 167.0 � .` dF / TOP E EV: 1 0�9 / ' V J PIPE. CONFIRM LOCATION (PART OF ALTEf�NATE CLASSROOM I •` �0'� - \ // / WITH PLUMBING PLANS. / �\ /%\ / SEE DWG. AlEXTER EIO�ROOF LOCATION \ %�9P_ LEADN�;: 170 1 171 172 I :� �� (��S H IFS ONA1- i 167 ��tfll{l161�� F. = I66.51 8'WX8'L / / II '6' MODIFIED RIPRAP c) / SPILLWAY. I- I/ ---------- —sx - - -5, - - -S. - - -5 - - -5 - ELEV. 169.0 I I I I / I 8'WX8'L ^, / / I DIFIED RIPRA / 167 170 1 168 168 SPILLWA 170 ELEV. 16 .0 - o MOSER 170 _ 169 / SILT FENCE LINED WITH y 165 _ _ PILON / HAY BALES (TYP.) " I / V -�� 170 ® Atcam\ 165 q� I \ NELSON i s8 sF sF SF sF �� ARCHITECTS O LOD LOD / _ - / �- -_16 168 /^\ '° \ 30 JORDAN LANE WETHERSFIELD, CT. 06109 NT1T! / _ s \ \ / -�- 168 — — + ' (860) 563-6164 _ SF F SF SF { TT \ _ SF - SF — SF SF F —SF—SF / ' I + o _ SF SF / D - - - / SF vi-RaftQ / - - OD _ _ _ S _ _ + S D �� \ TITLE 170 7O Sx ILT FENCE LINED �GITH \ L p �� - 1A _ LOD LOD -- '1L'- + aloft S uO '�_ L _ s - - a v� - = ALES,('TYP.) V wmw LOD LO - F ' ° + T F l 66 I •� I — + I+ + \ SEDIMENTATION & - \ a - - _ _ , _ �� / - \ sx \ TEMPORARY SEDIMENT TRAP / \SF / + O + + BASE SURVEY PREPARED BY Sx — o _ _ — — — —� f� E / — — _ / \ L , T I PHASE 1 CONSTRUCTION P� + +I + N A I N EROSION CONTROL / SF DESIGN PROFESSIO LS C /ADO SF SF + + + + _ ` Sx _ ' - -- - / TOP ELEV: 168A c� D�-�"'` -Upl d Re,,gulat,.g, J A►r� .� STILE o _ ELEV. 165 � + + AUGUST 10, 2016 PLAN BOT V• 0 �5> — �— _ / / \ \ \ Sx r '�' + r +' — '�' �"" '."' .... •i�. + + ENLARGEMENT _ — / r _ _ _ = t — �5 0 d U R Eo0 — / F - �-- _ + _ ,---�--- r - •-r sx -+ — �- s, -+- — ± _ — —+ + +/'{/ ±• + + +� + + / + + + + O _� — — — -_---� + + _ + + — _ + + — T — Sx+— Sx — — + S, S. �_ MH+ +Tt -_ + +-�_-� + + + +x-+ -+Sz + o + �. cn__ + — + + + v� + + + + + + _ T + -- + + T.F+ =1 \ + + � o �}- -�}� DATE 11 02 2018 - -S - - + + + , + _ + \ { �� + + + +� + — t + , �' + + + + I + + + + + + + + + �- + + + + + + l O+ l ILE= COPYRIGHT + -- - - + + �' FIsF�� f�oa' + + + 01. + _ + + + V + + +� o + — + + + + + 7+/LE I5 7� + + + + + + + + + + + + + -�- - _ + Moser Pilon Nelson Architects v N V1/L 23 - + +Vi/L +24 ` + _ + + — ° + DWG NO + Q + + + \ L c� — — — l + — -t- + / F + + + GRAPHIC SCALE + + — + +— +moo--k—o-- =� + } + + I + + + + + + + + wL 2+5 + Vl/L 26 + + + + + + — + + + + + + +\� + + _+ + �� + + + — o { + + + + + + + + + + \ 20 10 0 20 Vl/L -2 — \+ + + + + + + + C4,91 - + + 2 + i— �+ +- — + — 4°---_ + o---"_ + + + �� + + + + \ \ SCALE IN FEET _-- - _ I -- / �'` -t — + _ — — _ + — + , + -r—vQ--__o . ., I' \ j- n -4- X + V+ fi T 1 1 GERAL� 86 N\F (VOL. MARY SACZYK (VOL. 2008 PG. 210) � riMo rH Y � MA CDONAL D (VOL. 425 PG. 41) BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. \ AUGUST 10, 2016 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. / Phase / / 88 N / � Phase 1 of 4 ^ J /b � C14O \0 0 ad,CON / O 'r TEMPORARY SOCKPILE \ I \ b a` W F00 O TE r� U / ------ F / / GZ O / SF POOO -A 0 171 A// If CATCH BASIN INLET PROTECTION (TYP.) 1 l ca 0 / �\ ° I \ \ TEMPORA Y STOCKP SF Y �' \ v v U oo N o 170 •- = N v `�--------WA/\lD /' '-' �'i/ u i ated °` J o _ 0 3NU o L o o / /M 0 �— d Re A _ _ 00 lT R e far d �� -pE; w O 16'\ \ O /� 8 UWJ� SE mom 2 i s� / -- — s / / S<• \ li \ / SF---- -SF �5�-------_NSF SF LOD SF�� / / - - T - - _5 % SF - - - §E-SF_ - - - 5E------_SF - _ LOD m a LOD LOD L9^� LOD \ �'-SOD F : y LOD (0 1 — — — ----- _ _ ADO 66 — —� i o ° -Q ° N x SF �' LOD - - i o ! - - _ �i:, NSF > 5, - - - sx - 5 - �S - - - LO�.�VL - _ f �._ _ -- + +_- s,_ - - - �� C fill/ { / / goo ° �^ + t x' — S. — — — sx Sx — + �' + Sx + + o�� + /� + + i "—� _ ±—� -- _i' + — �+ � % —FLEr ---ice✓' --+ — _+ �� n J- - — — _ + "� T ++/ {/ + +�''i'— + + } — *- — - — — ��''�+— r� + %� —� �''�` t� �— �— _ _+ \ — \� +— 4, �'d9 0 1336 ` [RFD � -i- /_ _ �j O� C•EN`�\ `.. / O + + + + '� ��' +- - _ + - +_+ }� i' C1:��-� --mac 1--- // +\\ �� -�� + �' i T J� �i'sS'/pNALG;,C�>��• + + + I / 140 \ / i o / + + + + ' + �J �' — - ' / �SF _ LOD rrrrrrt��c� - — + SAIIH — — _ — — — — — _— — — — _ _ + 4.35 -''/, ° /--� + + l- _-+, +�� /+�+ ---- - -+ -- _ - - -o - o - _ - - - ? - 2 �6 _ _ T F - F.Y.FY I 5 / o� 1- +/- 1 -+-- --- ,+-- + + ,�-+-� WL_ -a _ - WL 16 �_ ;�_ WL 22 W I 10" RCP= 155.E / -\ I �// , ��-_�. + + _ ---- _ - - _ - [ �� -- - - v � WL + / /+ /+ / +/ � / _ o - WL \c 1/1/L %2 - _ _ - uMr r of _ _ - _ _ _ - -- _ _ - - 1 Q - - - _ _ FLOOQ1yA Y - - - V - _ _ _ _ _ _ _ - - _ -- s- ++/++% ;+�PILON / _ - ___-__-_ _ ---__ - -_ Stiff-- _--- +-- - rY + _ NELSON r- _ +L WL 9 I + �� --�''� i%/ / �,,— — — \�_— — __-- A-�HE5 VT+ + + + �� _—_— �—— _— — _ ARCHITECTS + + + — _ 30 JORDAN LANE ' I /' I �\ I / �' / •'` / i , i L Q — �� — � — — ��+/ + / + + + + + + + + i — — _ - WETH �8 0)IELD CT. 563-61 64061 09 I + _ W CJ /t �'..'_-�_-_- -__- WL 57_— +++++/+ + + + + WL 60++++ +�+ - 7 - 1 - i % Vl/L _ -- _ _ - _ - - _ _ + + + r + +/L- - - - _ TITLE ' /� 1 '- SEDIMENTATION & '�' _ _ _ — — /� + + + + + / + + + + + + - _ - -_ - L 7 - WL 53 — �- , �+ + + + - + + + + + + — + + + + + + EROSION CONTROL — — —� I i + + + + � WL 5 -+- + +� +� —+" — +� + + J- + + + + + + + - PLAN + + + + _-_ —!— + +� + + + + / r ± + + + + �� + + + + + + ENLARGEMENT -� —_ �J — S 52 + + a- + _ - + + + i�- REPS - - �' �� ----------_='�- `y DATE 11/02/2018 + + \ \ / Moser COPYRIGHT Nelson Architects / \ � i 49 — — - - / /' / / /' , /' \ \ \ \ / _ — — — GRAPHIC SCALE DWG. NO. N \F � MA HSIN SCALE IN FEET C4*3 - _ K ACCESSIBLE PARKING AISLE OR CROSSWALK FLUSH CONCRETE CURB CAST IRON DETECTABLE WARNING PLATES FULL WIDTH OF RAMP InrLR UVRD "TO 6" REVEAL FO 1:12 CONCRETE RAMP AX. CROSS SLOPE 2%) nITIFF RRISTI F FINISH RROOM PERP. TO RAMP RUN ,/ STD. CONC. CURB z 00000001 000°O°O 0000000 0000 00000 000 00< 0000000 1:12 °°°°°°° °°°°°°° 1' 12 WIDTH PER PLANS MAX MAX °000000 °°°°°°° O000000 °°°°°°° O°O°O°O °°°°0°° 0000000 0 0 0 0 0000000 0 0 0 0 00000002 0000000, 51 � 6' 51 2' 4' 51 AO'NDING MIN MIN ANDING MIN ANDING 0 2% PITCH MAX @ 2% PITCH MAX @ 2% PITCH MAX C�81CWE CURB RAMP - TYPE A 5 SC0 5-0" MIN. LANDING 4' 2' 2% PITCH MAX °00 0 ° °0° °0 ° FLUSH CONCRETE CURB 000°°0° °0°0 °° AST IRON DETECTABLE ;I, 0°0°000 WARNING PLATES FULL °°°°°°° WIDTH OF RAMP 0000000 3000 ° 0 0 O00°0° °°°°°°° 1:12 CONCRETE RAMP °o°o°o° (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. CONCRETE CURB RAMP TYPE B 16 SCALE: 1 4 =1 -0 2.35" .03" MIN. to r-ie O 0 0,, O 0 0 0 O "O"O"O"O"O"O"O"O"O"O N 000000000000000000000 Z 00000000000000000000 0 0 0 0 0 0 0 0 0 0 0 50% - 60% OF BASE DIAMETER 000000000000000000000 4 000000000 00000000000 N » 0000000000p o0o0o0o0o 0.2 0 0 0 0 0 0 0 0-0-0 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 nFTFf'.TARI F WARNING FIFI n RFHINn TI-IF FI I ISH CLIRR• 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" 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) 55-757. #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 5.75% TO 6% BY WEIGHT OF TOTAL MIX. DETECTABLE WARNING STRIP DRAINDOWN OF 0.3 % MAXIMUM IN ACCORDANCE WITH ASTM D6390-05. USE NEAT ASPHALT BINDER MODIFIED WITH ELASTOMETRIC POLYMER TO PRODUCE BINDER MEETING U7 SCALE: 1 2 =1 -O 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 6 x 6 - 1.2/1.2 WELDED HEAT AND STARAGE STABLE. WIRE MESH FABRIC 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 4,000 PSI CLASS F CONCRETE SLAB, INCLUDING ADDITIVE MUST BE ABLE TO PREVENT THE SEPARATION OF THE ASPHALT BINDER FROM THE AIR ENTRAINMENT, EXP. JOINTS & DOWELS PER AGGREGATE AND ACHIEVE A REQUIRED TENSILE STRENGTH RATIO (1SR) OF AT LEAST 80% OF THE TYP. CONTROL JOINT - THE TOWN OF SOUTH WINDSOR STANDARDS. ASPHALT MIX. MAX. DEPTH 1.25" FULL 1" STIFF BROOM FINISH PERPENDICULAR TO THE ( 6" DIRECTION OF THE RAMP OR WALK. 2• THE SUBGRADE CANNOT BE OVERLY COMPACTED WITH THE INCLUSION OF FINE PARTICULATES. DEPTH EXPANSION 3. WEATHER CONDITIONS AT THE TIME OF INSTALLATION CAN AFFECT THE FINAL PRODUCT. JOINTS MAX. 20 O.C.) INTEGRALLY CAST MOUNTABLE CURB 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. N a / 4. AREAS FOR POROUS PAVEMENT SYSTEMS SHALL BE CLEARLY MARKED BEFORE ANY SITE WORK a� X a Q X k BEGINS TO AVOID SOIL DISTURBANCE AND COMPACTION DURING CONSTRUCTION. ° FLUSH GRADE ADJACENT BIT. 5. IF AREAS CANNOT BE AVOIDED DURING THE CONSTRUCTION OF THE SURROUNDING AREAS OR THE ° ° d CONC. DRIVEWAY EXCAVATION FOR THE INSTALLATION OF THE STONE RECHARGE BED, THE CONTRACTOR SHOULD a a° O� ° DE -COMPACT THE EXISTING SUBBASE. �O�O j� 6. UPSTREAM CONSTRUCTION SHALL BE COMPLETED AND STABILIZED BEFORE CONTRIBUTING RUNOFF O° d TO POROUS PAVEMENT SYSTEM. A DENSE AND VIGOROUS VEGETATIVE COVER SHALL BE 00 /�� % ESTABLISHED OVER ANY CONTRIBUTING PERVIOUS DRAINAGE AREAS BEFORE RUNOFF CAN BE ;;<1:77,,//(l��ACCEPTED INTO THE FACILITY. o �J a° a° �✓ �/ 7. SUBSURFACE AREA SHOULD BE EXCAVATED TO PROPOSED DEPTH. EXISTING SUBGRADE SHALL NOT BE COMPACTED OR SUBJECT TO EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR TO PLACEMENT - x OF GEOTEXIILE AND STONE BED. WHERE EROSION OF SUBGRADE HAS CAUSED ACCUMULATION OF COMPACTED SAND &GRAVEL SUBBASE -, --I --- a 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 i I I I I o YORK RAKE OR EQUIVALENT AND LIGHT TRACTOR. a° �✓� 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 O° AGGREGATE BED. i - 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 -III-III-III III- I�iCOMPACTED SUBGRADE 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. CONC. SIDEWALK WITH MOUNTABLE INTEGRAL CURB 11 BED.THE SITE IS FULLY STABILIZED, EXCESS GEOTEXTILE CAN BE CUT BACK TO THE EDGE OF THE N N C O U N U B---� V-7- 3'42- L V-7" -* 9. I I - t - '14 V-6� A + IA -- I L------I 1 J 2.-3" 1 I I + + q I h 2. � I 9"---___�+-------� NOTES: 1. CONCRETE COMPRESSIVE STRENGTH B I - 4000 PSI ® 28 DAYS. 2. MEET ALL PROV'SIONS OF NORTHEASI UIILIIES SERVCc COMPANY. 3. APPROXIMATE Y:EIGHTS: COVER- 2,250 LBS. BOX - 2.700 LBS. 6'_4" 1 -0_+4-4 -1 _0- 'I 'I ' _2" 4-2" 3" s" --- - -- - - - - 1 --- --- --. - - ---- 4"I I I � I 2'-7" I 1 g^ 61- VIEW A -A VIEW B-B CONC. TRANSFORMER PAD SCALE: NTS 1 /4" RAD. FINISHED GRADE 1" 6 1 1" RAD. BELOW TOP OF CURB IN� / 4,000 PSI CONCRETE ALL LANDSCAPED AREAS BIT. CONC. WEARING COURSE BIT. CONC. BINDER COURSE PAVEMENT BASE COURSE c -- I �- PROCESSED AGGREGATE BASE I I - n� � I lily COMPACTED SUBGRADE 6" 7" 6" I2 CAST -IN -PLACE CONCRETE CURB SCALE: 1-1 2 =1 -0 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 Q 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 3" DIA. TYP. C.L. FENCE END & I 1/4" RAD. CORNER POST (8" CURB ONLY) I I \\//\\//\\/,\\/ I I 4,000 PSI CONCRETE CIP CURB oo �- ENGINEERED WOOD FIBER PLAY C? a I I SURFACE (IN PHASE 3 CONSTRUCTION) "i SOIL SEPARATOR FABRIC O (IN PHASE 3 CONSTRUCTION) _ FUTURE _PHASE _3__ PHASE 2 CONSTRUCTION I RU o v v"It:;�C/ PROVIDE PREPARED SUBGRADE FOR WOOD FIBER SURFACING o Q PROCESSED AGGREGATE BASE 00 boo boo I- COMPACTED SUBGRADE 6" OR 8" 6" PER PLAN 6" WOOD FIBER PLAYGROUND SURFACE W/ CONC. CURB EDGE t JI C(:AI F• 1-1 ?1'-n" POROUS ASPHALT SURFACE, INSTALL IN SINGLE LIFT. ROLL, BUT DO NOT VIBRATE TO AVOID OVER COMPACTION. nl - : :; 1 /4" - 3/8" OPEN GRADED :. °. _ ,.....° ., STONE (AASHTO #8 OR #9) CHOKER COURSE PEN STONE NO O NES (AASHDO #57) N 1 " - 3" OPEN GRADED STONE, 0 FINES (AASHTO #1). ROLL BUT DO NOT VIBRATE TO AVOID OVERCOMPACTION. J u�4" PERF. SDR35 OVERFLOW DRAIN PIPE (HOLES DOWN WHERE SHOWN ON PLAN WRAP WITH FABRIC) _ -- GEOTEXTILE SEPARATOR FABRIC 1 (WRAP UP TO PAVEMENT li1IilIII711 I11 SUBGRADE AT EDGES) SUBGRADE SOIL. DO NOT PROOF ROLL. BIT. CONC. PAVEMENT PERMEABLE 14 SCALE: 1-1 2 =1 -0 A 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. �TYP. CONTROL JOINT - MAX. DEPTH 1.25" WITH 1�4" RAD. EACH EDGE. HOLD JOINT SEALANT TO r- DEPTH FROM FINISH SURFACE OF PAVEMENT. N ` U truii Depth Expansion Joints 0 max. 20 o.c.) 6 x 6 - 8/8 WELDED WIRE MESH FABRIC a D° COMPACTED SAND & GRAVEL SUBBASE. 00 (NOTE: PROVIDE SUBBASE TO 24" BELOW ALL D°�� CONCRETE APRONS OR PADS ADJACENT TO BUILDING.) II IIIf�-t-i I i --- --- COMPACTED SUBGRADE 1 I Ii � i1 -I i ii i ii i i--I i i-• --- CONCRETE WALK SCALE: 1-1 2 =1 -0 11 - 4,000 PSI CLASS F CONCRETE SLAB, INCLUDING AIR ENTRAINMENT, EXP. JOINTS & DOWELS PER THE TOWN OF SOUTH WINDSOR STANDARDS. C`TICC DOnn\1 CIAIICU DCDDCAIDI(�I II AD TA TUC JIIFF DRVVIVI FIIVI JfI rGfIr CIVVIIiVL/11l IV IIIL TYP. CONTROL JOINT - 6 DIRECTION OF THE RAMP OR WALK. MAX. DEPTH 1.25" (FULL DEPTH EXPANSION JOINTS MAX. 20' O.C.) INTEGRALLY CAST CURB ix X„ n ^ d !I FLUSH GRADE ADJACENT BIT. CONC. DRIVEWAY 00 - -i n A n wrl rr, rr_ n 0 X O - I.L/ I.L VVCLUCU WIRE MESH FABRIC _ a COMPACTED SAND & GRAVEL _ � � I- � a `'•da SUBBASE °IV - IT III III I_ fCOMPACTED SUBGRADE -IIIIIIi I IIII--III. CONC. SIDEWALK WITH INTEGRAL CURB L 8 SCALE: 1 T2 =1 -0 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. TYP. CONTROL JOINT - MAX. 6 x 6 - 2.1 2.1 WELDED DEPTH 1.25 (FULL DEPTH WIRE MESH FABRIC EXPANSION JOINT MAX. 20' O.C.) INTEGRALLY CAST HAUNCH (LEADING EDGE ONLY) #4 NOSING BAR ALL 4 SIDES Pitch @ 1/4"/FT. �1/4"R TYP. ° d N • X >e "- X d d X a 4 a a _ d C d d U` d Q �OC ° d ° x a �b-a X �,(Zb�� d ° x - a° • d III III III III II �° COMPACTED PROCESSED AGGREGATE BASE COMPACTED SUBGRADE H.D. CONC. PAD W/ HAUNCH 7 crA�'=1'-n" 71' 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 CONCRETE ADHESIVE 0 - POROUS ASPHALT SURFACE - EXTEND BEYOND BACK OF - CURBLINE 3" MIN. 0 OPEN GRADED STONE CHOKER t COURSE 3/"-1" OPEN GRADED STONE ' NO FINES t irtY"-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 BIT. CONC. WEARING COURSE BIT. CONC. BINDER COURSE - EXTEND BEYOND BACK OF CURBLINE 3" MIN. CONCRETE ADHESIVE FIN. GRADE VARIES (SEE PLANS) ILA DADC (/`nAITIAIIInII< ff-r Iwfuwu, i-i I --I i II i II i ii i i BIT CONC. PAVEMENT H.D. (I . crrAl [.7. 1-1 TACK COAT BIT. CONC. WEARING COURSE (CLASS 2) BIT. CONC. BINDER COURSE (CLASS 1) PROCFSSFD AGGRFGATFD BASF (COMPACTED TO 95% OR ASTM D1557 MAX DRY DENSITY) COMPACTED CT DOT SUBBASE COMPACTED SUBGRADE - PROOF ROLL SUBGRADE. REMOVE SOFT OR YIELDING AREAS AND REPLACE WITH COMPACTED STRUCTURAL FILL. BIT. CONC. WEARING COURSE (CLASS 2) BIT. CONC. BINDER COURSE (CLASS 1) PROCESSED AGGREGATED BASE //InUMAnTrin Tn naw no ACT\I `I.VIVirHV ICU I V7J/o VR NJ I IVI D1557 MAX DRY DENSITY) COMPACTED CT DOT SUBBASE COMPACTED SUBGRADE - PROOF I = SUBGRADE. REMOVE SOFT OR YIEL G AREAS AND REPLACE WITH BIT. CONC. PAVEMENT STD. 2 SCALE-: 1-1 2 =1 -0 X z - - - - - - - 1:12 CONCRETE - o = RAMP (MAX. CROSS J SLOPE 2%) STIFF BRISTLE BROOM N FINISH PERP. TO 0� RAMP RUN co � �o o o°0°0°0 0 <90 0 0 °°0 °0000°a ° ° °0°°°O0 °O°0° O00°O ° o0 °°O °0 00zo. '°°0 ; L-TAPER CURB TAPER CURB HEIGHT HEIGHT (0" TO FULL 6" (0" TO FULL REVEAL) 6" REVEAL) -STD. CONC. CURB FLUSH CONCRETE CURB -BIT. CONC. DRIVE AISLE CAST IRON DETECTABLE WARNING PLATES FULL WIDTH OF RAMP CCINCRETE CURB RAMP-TYP. X 3 SCALE: 1 4 =1 -0 C-4 f- BIT. CONC. WEARING COURSE (CLASS 2) -�o J 1 PROCESSED AGGREGATED BASE (COMPACTED TO 95% OR ASTM D1557 MAX DRY DENSITY) ITS= -I 1I- i I--i i-I i -III COMPACTED SUBGRADE - PROOF ROLL SUBGRADE. RFMnVF SnFT nR YIFI DINT; ARFAS AND RFPI A(.F BIT. CONC. BIKE & PEDESTRIAN PATH q SCALE: 1-1 2 =1 -0 1 1/2" TOP COURSE REMOVE EXISTING PAVEMENT TO SUBBASE ELEVATION BINDER COURSE (THICKNESS SAWCUT EXISTING VARIES BASED ON DEPTH OF PAVEMENT 18" BEYOND EXISTING PAVEMENT) PAVEMENT LIMITS SHOWN ON PLAN(S) EXISTING SUBBASE JldiL!C: 1-ILL =I -V 12' FIRELANE 4' REINFORCED TURF SHOULDER BIT. CONC. WEARING COURSE CV PROCESSED AGGREGATE BASE C0 -EX. TRANSITION TURF 10" OF ROOT ZONE d SOIL MEDIUM WITH STALOK FIBER ROTO-TILLED INTO TOP 4" 1" - 3" OPEN GRADES cv STONE, NO FINES o)- O o / (AASHTA #1). ROLL BUT O(Oo0o0 OQO� DO NOT VIBRATE TO 7-T-)//' LO AVOID ERCOMPACTION. COMPACCTTED SAND & GRAVEL SUBBASE 6 FIRELANE SCALE: 1-1/2"=1 -0' REVISIONS CONFORMED SET MARCH 22, 2019 I 2/19/19 BID SUPPLEMENT I 2 3/22/19 CONFORMED SET STATE PROJECT NO. 132-0088 N Phase 1 of 4 I\ N a c c 'L ~CD a+ = N rn In tit In c S n E y N N N 2 O�, h O �S -� - CIO w��u c F "- �c2o > vL c E w c°U c V W j .D J w tJ c C W ` c A L s� j_ L 0 n v .9 GONAI A� A V; M O 0. 1836� ` O s� `atv /110�i��S�QNA` MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE DETAILS DATE 11/02/2018 COPYRIGHT Moser Piion Nelson Architects DWG. NO. z CD LL 0 0 0 n' 1 „> 24 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! 6 6 FEBEM -0 PARKING PARKINGPaw i Paw FIBMM FEMM�� JI NDIATOf WILL VIOLATMWLL BEIi81WIM BEFW6NSW AOt�BLE POWDER COATED STEEL U—CHANNEL SIGN POSTS (COLOR — BLACK) II II II II Z A CV I� IV � II II II II II II I I I I �II II II II u u TRAFFIC CONTROL SIGNAGE: T O SCAT F• .1/4" = 1 -(1 ROUNDED CONCRETE TOP 6" DIA. STEEL POST FILLED WITH CONCRETE; WRAP WITH PVC SLEEVE, COLOR YELLOW. GRADE MIN. 18" DIA. CONCRETE BASE CONCRETE FILLED STEEL BOLLARD SCALE: LIGHT POLE AND COVER BY MANUFACTURER. SET POLE PLUMB AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS CHAMFER AT TOP OF FINISH GRADE (LANDSCAPE I CAST BASE. OR PAVEMENT) M ANCHOR BOLTS (PROVIDED BY MANUFACTURER) r 7 CONDUIT (PER ELEC. ENGINEER) T CAST IN PLACE CONCRETE BASE G g d (CYLINDRICAL) (NOTE: AFTER CASTING, REMOVE Z ° o SONOTUBE TO 4" BELOW FINISH GRADE d OF LANDCAPE AREA FINISH GRADE. ` 6 - #5 BAR (SEE PLAN BELOW) � d O d O MATCH BASE COVER DIAMETER PLAN VIEW 6X6 10/10 WWF CAGE 6 - #5 BAR (SEE PLAN BELOW) I� b 1 ! ANCHOR BOLT PATTERN & SPACING PER / MANUFACTURER'S SPECIFICATIONS n9 — f CAST IN PLACE CONCRETE BASE CONCRETE LIGHT POLE BASE SCALE 1" = 1'-0" 10 CONC. LIGHT POLE BASE SCALE: 3 4 ff'=1 —0 rn 3 7 .d. 3 v N E O N >_ u1 I U z rn � U 00 N t) Q N j T 0 z Q M J CL A 24"x24" STOP 8y" 6 _9�" 6 _9�" 6,_9y" 6'-4V" 6'-4�" 8y" T"I _ I 1 ,., w n ° ° 01. I_. °o da°do L ° 4'-6" ° I In "a L 2'-9 �� ° 2'r9- I 4'-6" I ° ° n ° ° 4 ° ° a v MATCHING WELDED VINYL GATE .PANELS (VWG-300) ° (TYP. OF 4 LEAVES). PROVIDE H.D.-STRAP HINGES, CANE BOLT & ° KEEP BATCH TO. -SECURE TOGETHER, AND 1—VERTICAL. CANE I ° n ° z ,GATES BOLT WITH KEEP FOR EACH LEAF. '`'PROVIDE HOLES CORED OR d /0 AND IN CONC. PAD -,TO SECURE BOTTOM OF GATE PANELS CLOSED, AND 1t ° ° ° PROVIDE PIPE`�SLEEVES IN ASPHALT PAVEMENT APPROACH AREA TO a ° o SECURE ;GATES OPEN. ALL HARDWARE GALV. STEEL. f- 4 d d 0 z ° ° ° nQ U ° 5" x 5" H.D. 25" WALL) VINYL FENCE OSTS CAST INTO CONC. FOOTINGS; INCLUDE MATCHING V555NE POST CAP STEEL PIPE BOLLARD — TYP. OF 4. SEE DET. 9 /C5.2 PVC FENCE PANEL SYSTEM: "ILLUSIONS V300-6" FENCE SYSTEM (7/8" x 6" TONGUE AND GROOVE PANEL BOARDS; 1-1 2" x 5-1/2" TOP & BO TOM RAILS; PROVIDE ° ACCOMPANYING 7" x 1" U—CHANNEL EDGING. I I I a° ° ° ° ° d °I CONTROL JOINT ° a ° d a a HD. CONC. PAD WITH a ° ° n 1. HAUNCHED FRONT EDGE d 4 d a ° ° ° a< ° ;y" 4 f 4'-8" �. Z 4'-8" Y" a d ° d d a ' 4'-8" 41 1 1 8y. 10'-2y' < -- < LID BOARD TRASH ENCLOSURE - PLAN E: 34 =1-0 ]k 8' O.C. MAX. FINISH GRADE H.D. CONCRETE SLAB (NOTE — SLAB SLOPES BACK TO FRQI\IT nF FNl.1 OSIIRF) BOTTOM OF RAIL/FENCE PANEL 10'-" 41 4 v a \ ° FENCE PANELS SET HORIZONTALLY AND TOP & BOTTOM OF FENCE ELEVATIONS ARE CONSTANT POST CAP TYP (V55NE) 1-1 /2" x 5-1/2.... TOP AND BOTTOM RAILS Cx 6" TONGUE AND GROOVE PANEL OARDS (PROVIDE WIND KIT TO INCREASE PANEL STRENGTH) INCLUDE DIAGONAL BRACE BOARDS ON GATE PANELS. 5" X 5" H.D. (.25" VVALL) VIIN YL FENCE POSTS CAST INTO CONC. FOOTINGS; INCLUDE MATCHING V555NE POST CAP 4,000 psi CONC. FOOTING / BELOW SLAB S12" Dia. x 42" Min. Depth below adjacent Fin. Grade) I CAST POST INTO CONCRETE BASE. FINISH TOP OF FOUNDATION TO BE FLUSH TO DUMPSTER PAD SLAB. d° N 1I d 1 7 - I v 0 _ _ _ —I I I=I I Ed I E I I=I I I-i I I-� I I=I I I- j 1 °d =I i I=I I=III=I I I=III— HAUNCH AT FRONT EDGE 1 HD CONCRETE PAD —/ DIET. X/C5.X) 12'-2%„ .�� SIDE ELEVATIONS I I (BACK ELEVATION SIMILAR) I I L`�� J L J SOLID BOARD TRASH ENCLOSURE - ELEVATION 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 GAI VANI7FD STFFI ANI) FINIS(-IFD RI ACK, 3. PROVIDE MATCHING GATES ON FRONT ELEVATION (2 GATES W/ 2 LEAVES EACH). HAUNCHED FRONT EDGE B C D E F G H I J K L 24"x24" 12"x18" 12"x18" 12"x24" 12"x24" 12"x18" 12"A 8" 12"A 8" 12"x18" 12"x18" 12"x18" -------------------- NO YIELD NO PARKING RESERVED RESERVED CLOSED MEDICALLY NO ENTRY STUDENT PARKING FIRE LANE C' C" LOW EMISSION DURING FRAGILE DROP-OFF& LFIRE ANE STUDENT RESERVED RESERVED CAR POOL AND FUEL STUDENT BUSES & VISITOR DROP-OFF PARKING PARKING PARKING EFFICIENT SCHOOL DROP-OFF SERVICE PARKING O�1 PERMIT PERMIT ONLY VEHICLE HOURS ONLY VEHICLES REQUIRED REQUIRED PARKING ONLY �1 VIOLATORSWILL VIOLATORSWILL BE FINED MIN $150 BE FINED MIN 5150 VAN ACCESSIBLE �V, STC 6"x12" M N 0 P Q 12"x18" 12"x18" 12"x18" 12"x18" 24"x24" STAFF & STAFF & STUDENT VISITOR ADDITIONAL ADDITIONAL DROP-OFF & PARKING VISITOR VISITOR VISITOR PARKING PARKING PARKING TRAFFIC CONTROL SIGNAGE SCALE: 3 4 = 1 —0 R 18"x24" ONE WAY S 18"x24" 1 ONE WAY T 12"x18" NO LEFT TURN U 18"x24" SLOW PEDESTRIAN CROSSING V W X Y 12%18" 12%18" 12"A 8" 12"x18" WE NEED STUDENT YOU TO �� BEYOND FENCELINE DROP-OFF SUBJECT TO FLOODING ACCESSIBLE WITHOUT NOTICE PASSENGER DO NOT ENTERWFEN FLOODED LOADING ZONE BUCKLE UP (FENCE MOUNTED) 11 SOUTH WINDSOR POLICE SERVICES a SPEED TABLE CROSSWALK SCALE: 1 2 =1 —0 —ACCESSIBLE AUTOMOBILE SPACE 1 n' / 5' /— ACCESSIBLE VAN SPACE 00 /A TYP. ACCESSIBLE PARKING SPACE 2 SCALE: 1 4 =: —0 REFER TO PLAN FOR CROSSWALK WIDTH TYP. CROSSWALK STRIPING ��/I SCAI F: 1 T 2 =1 SOLID WHITE PAINT REFER TO PLAN FOR CROSSWALK LENGIH CAST STONE CAP (SEE DETAIL X/C50X & SPEC) /— 4" WHITE PAINTED LINES @ 18" O.C. PAINTED AT 45' ANGLE PAIINTED WHITE SYMBOL ON BLUE BACKGROUND IN ACCORDANCE WITH FEDERAL STANDARDS 1 �-6" 1.5"R 1�°� BRICK VENT ® 24" O.C. 1/8"/1'-0" H.P 2 r � CLEAR �' I FACE BRICK AND PATTERN + TO MATCH NEW BUILDING / EXPANSION JOINT PROVIDE MASONRY ANCHORS _ •J & JOINT SEALANT I. AT 16" O.C. MAXIMUM. FINISH GRADE #4 STEEL BARS ® 12" O.C. HORIZ. CONC. WALK STAINLESS STEEL FLASHING -- —STAINLESS GRADE -1" culu AC' ornlllocn— ° SILL ELEVATION OnIIVI MO REWUIRE-U I I FACE OF WALL BELOW ° NTING SOIL 4 ' 6 4�" ,`,\��\�ORATOPSOIL/LAWN ?TEEL3PINSAINLESS ° I I SCALE: Y=V-0" (2 PER CAP UNIT) v I I —I I —I P III—III=1I ° — —_— #4 STEEL BARS — 12" O.C. HORIZ. -lI1-II1=1II I=III 1=I I I=1 I I -I —111 11 III —III- , 3,500 PSI CONCRETE —� #4, STEEL BARS 12 O.C. VERT. o 41 1\ a d d d O d Q 7 COMPACTED SUBGRADE 4 MASONARY SEAT WALL SCALE: HOOVER FENCE INDUSTRIAL BOX HINGE c I d 8" DIA. GALV. STEEL END POST (CONC. FILLED; BLACK PVC SLEEVE) 8" COMPACTED CRUSHED GRAVEL BASE HOOVER FENCE S—SERIES (OR APPROVED EQUIVALENT) TUBULAR ALUMINUM DOUBLE LEAF BARRIER GATE-2 LEAVES @ 4' X 11'. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS 11' , HOOVER FENCE STRONG ARM DOUBLE GATE LATCH 4,000 PSI CONCRETE REVISIONS SEE CROSSWALK CONFORMED SET STRIPING OF MARKINGS MARCH 22, 2019 FACE OF CURB BEYOND 1:12 SLOPE TYP. BIT. CONC. PAVFMFNT H.D. CAST STONE COLOR & FINISH TO MATCH ARCHITECTURAL UNITS) SUBMIT SHOP DRAWINGS FOR UNIT I AVr)I ITC AI I 1AIA1 I C 1 /8"/1'-0" y" STAINLESS STEEL FLASHING KITH HEMMED DRIP EDGE WITH SEALANT BELOW. SEAL AT PIN PENETRATIONS. STATE PROJECT NO. 132-0088 N Phase 1 of 4 U co cn '5 = ; oo Y c v' LA LA y � -2y ai s O � N o � U U�� 0E E H u w c O O a= IF uw��r -5. .'> U E N j d J U c O O c W 1 i E a `,`��tlltlttdd�!'I GO NA( oF � O 1FIIitL MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE DETAILS DATE 11/02/2018 COPYRIGHT Moser Pilon Nelson Architects DVVG. NO. C5*2 NEENAH TRAP HOOD MODPI Nin R�7r1'I r1F2 El TE MODEL LIQUID LENGTH WIDTH INVERT HEIGHT WEIGHT IVD. G%1PAl;ll T L Y% I H GT I5ODH2O 7500 10'-6" 6'-6" See Below 6'-O" 21900 Invert (I) for 04" PVG Is 4'-10". Invert (1) for 06" PVC is 4'-9". Grease Trap PRECAST CONCRETE 1500 Gallon Capacity H-20 Loading m NOTES: tjH L 1. Concrete - 4,000 PSI © 28 DAYS. 2. Meets or exceeds state and local reauirements. - - 3. All shiplop joints sealed with Butyl Rubber. 4. Design loading: AASH70 HS-20. f -/- - - - - - - - - - - - - - - - -1 5. Single compartment chamber. ` I /• " 6. Side inlet pipes shall extend to cleanout cover thru cast in nine sunnort. P4" DIA I 7. Maximum fill over top of tank - 3 feet CLEANOUT 8. Chamber shall be supplied with tees. - 1 9. Chamber shall be marked with manufacturer name, phone no., tank capacity, date of manufacture, and o ASTH C1227 conformance. w TB- DIA. I I Ct.mour (TYP). 0 I , --OPTIONAL EXT. RISER TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS, WHERE REQUIRED BY TOWN ENGINEER TO SATISFY ENVIRONMENTAL CONCERNS. T_ i O f NOTE: TRAP HOODS MUST BE SIZED TO BE i 3' UQUID LEVEL i REMOVABLE FROM CB THROUGH GRATE I OPENING FROM ABOVE. I I' H i TRAP HOOD DETAIL I II SCALE: NTS I 1 - - -- - - - - - - - i + + + + + + + + 4- * + + + + + + + + + 10. The minimum liquid depth of the grease trap shall be 36 inches, measured from the bottom of the tank to the outlet invert. + + + + + + + a ENGINEERED WOOD FIBER PLAY 11. The air space provided between the liquid height and the underside of the tank top shall be a minimum of 8 inches. + + + + + + + + + SURFACE (IN PHASE 3 r f where seasonal highgroundwater is at an elevation greater than the bottom of the grease trap, the exterior of the grease 12. In areas o e e seaso g g g p, bottom be tight for the tank. In F + + + + + + + + + CONSTRUCTION) trap including the exterior to sides and shall coated with a waterproof sealant creating a water condition P 9 p. P 9 9 areas where seasonal high is at an elevation than the top of the trap, the exterior of the manhole extensions + + + + + + + + + + groundwater greater grease F + + + + + + + + +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 t + + + + + + + SOIL SEPARATOR FABRIC ASTM specification C1613 for precast concrete grease interceptor tanks. + + 1 + + (IN PHASE 3 CONSTRUCTION) 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 Z F + + + + + + + + + + + + + + FUTURE PHASE 3 cleaning. Cleanout ports shall be fitted with manhole extensions to grade. The extensions shall be constructed of a material sufficient to + withstand traffic loading. where concrete covers are used, the lid must weight a minimum of 59 pounds or contain a locking mechanism to PHASE 2 CONSTRUCTION prevent unauthorized entrance. The manhole extensions, and inlet and outlet access holes shall have a minimum inside diameter of 17 PROCESSED AGGREGATE BASE 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 CRUSHED GRAVEL WRAPPED ( bottom and at least 5 Inches above the static liquid level of the tank. 17. The trap be level base that tipping KITH FILTER FABRIG) grease shall set on astable so no settling or can occur. PERF. PIPE UNDERDRAIN GREASE TRAP �9 SCALE: NTS COMPACTED SUBGRADE �-III � � I -III-_ ,- -1l►=III= PLAYGROUND UNDERDRAIN T SCALE: 1-1 2 =1 -0 OLF--- FAV TT 3 10 WA , t` HE EN SLOPE LINE HDPE FLARED END SECTION A 15' 20 PLAN RIPRAP TYPE "T" (INCHES) FILTER FABRIC AS INDICATED. V INTERMEDIATE 18 MODIFIED 12 SECTION A -A FLARED END W/ RIP RAP- SCALE: NTS �e A 4'_4" ALTERNATE CONSTRUCTION WITH FULL CURB BACK TO BE USED AT LOCATIONS ADJACENT TO EXISTING OR PROPOSED " ^ aRS # 4 BARS 2" 103/tfi" 10 103/16 10 �2" 3 13/16* 2 13/16' Q' a • • CLASS 'A' CONCRETE OR 111/2" • PRECAST CONCRETE UNIT a ''a o. 5" t .p.0. 12" 2'-13/B° 8 = CLASS 'A' CONCRETE OR CONCRETE BLOCK J J m a Of 14 ICKNESS - 12° AT WALL TH MIN SUMP P DEPTH GREATER THAN 10 O D O B D D.O e• 1,O D C D p D. D O D CLASS 'A' CONCRETE DR D 6 O' D p O G D O' . ®. D• O' 6" 6" 1.0 B D O „e . D• 0 PRECAST UNIT . 8 6' - 61/2" - (-8" 8-{�- 3,-0°-48° SECTION A - A SECTION B - B INSTALL TRAP HOOD ON ALL PROPOSED CATCH BASINS TYP. DOUBLE "C" CATCH BASIN I3 SCALE: NTS A # 4 BARS 71/2" 2"2--{ 171/2" -o----{�-1'-67/8"�1'-6 7/8" I~ 2" 3 13/i6 3 5/8" . e. ,• 1/2" 111/2" e •e •e ' n 3 5/B° •A 12 _ -12" 2' 8 3/4" -0" 7 MANHOLE FRAME & .OVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF BRICK S 8 I PRECAST KLINFURCEU UUNCRE I E MANHOLE ECCENTRIC CONE 3' CONE MINIMUM REINFORCING 0.12 SQ. IN. PER LINEAR FOOT OR AS SPECIFIED LIFTING HOLES (TYP.) Y 2 1 /4" MIN. (FILL WITH MORTAR) - F PRECAST REINFORCED CONCRETE RIER TONGUE AND GROOVE RISERS VARIES MANUFACTURED IN 1',2',3' & 4' LENGTHS. PREFORMED PLASTIC GASKET OR FLEXIBLE WATERTIGHT RUBBER RISER GASKET VARIES #�4 BARS 5" WALL " 103/181. 101, �2 �- 8'-0" DIA. I-- 2 13/16° / KNOCKOUTS AS REQUIRED , .e a jaa• I / • .: CLASS 'A' CONCRETE OR BASE e .° PRECAST CONCRETE UNIT 4' MIN. 1 5' OR 6' DIA. PRECAST BASES MAY BE \ USED WHEN REQUIRED DUE TO SIZE OR 5" e• e / NUMBER OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED -2'-1 3/8" 8" CLASS 'A' CONCRETE OR 6" MIN. , . ABOVE THE 5' & 6' BASES AS DIRECTED CONCRETE BLOCK } BY THE ENGINEER. WALL THICKNESS TO 2" MIN. INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE. fir\ STORM DRAINAGE MANHOLE DETAIL W J M DO Q Q a � WALL THICKNESS-12" AT 4' DEPTH GREATER THAN 10 SUMP 1 d • e n a e . CLASS 'A' CONCRETE OR • e 6" 6" •° PRECAST UNIT. --8" 4'-0" g8" 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 l� J SCALF- NTS n A �A , 4 -4 B 5-4" # 4 BARS # 4 BARS 03/16" ' 85 1 3' - 13 4» 5/1 1-83/8"--103/16 413 16 / 413/16" 5 / 1D 1 2" ° a CR 1/211 „ } °'� PRECAST A'CONOCRETETEUNIT . e � °Q°Q C4 G •p d d°• G °•a• •O G 1 2' - 83/4---�12 12 CLASS 'A' CONCRETE OR 1 ) 1 1-83/8-- 2 CONCRETE BLOCK 2, i 0„ 2' 10 75/8" 75/8" 713/16" 713/16" W LdJ < <XN SUMP a . a 6» 6„ I I I • I 4 � I I I I -8" 4'-O" 8„ 8'>-�- S-0"-.-,--8„ 5'-4" 4'-4"- SECTOi N A -A SECTION B-B INSTALL TRAP HOOD ON ALL PROPOSED CATCH BASINS TYP. "C-L" CATCH BASIN V SCALE: NTS 96" TYP. FOAM CORE LENGTH - ADJUST TO FIT DIMS. SHOWN ON PLANS A I , I , _ __ _SLOPE & DEPTH VARIE6•'A� A ELEVATION 18 1/2„ DO NOT SCALE 14 3/16 STEEL FRAM 5/16-18 UNC CLAMPING BOLT ANCHOR STANDS COREiMING CORE FINISH SPECIFICATION PRE -WELDED GRATE FRAME: HOT DIP GALVANIZE SPACER ROD BAR GRATE : HOT DIP GALVANIZE RAD. BOTTOM---"12 EXPANDED NOS1 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 I 36" NOMINAL (MODIFY GRATE SECTIONS TO FIT PLAN LENGTHS) WALL THICKNESS - 12" AT DEPTH GREATER THAN 10 CLASS 'A' CONCRETE OR PRECAST UNIT . - ------ 4 • ECONODRAING TRENCH SYSTEM z I IN -LINE OUTLET - DO NOT SCALE \ MATCH FL01'! LINE OF OUTLET PIPE NOTES TO THE SPECIFIER: -' TO INVERT OF TRENCH DRAIN GALVANIZED STEEL BANDED BAR GRATE - frEG-7436-HGBG 1. ADD REBAR AS REQUIRED. (INSTALLED AFTER REMOVAL OF EPS FORM) 2. SPECIFY h11NIMUM CONCRETE ENCASEMENT. NOTES: 3. 4" MINIMUM CONCRETE COVERAGE OF OUTLET PIPE IS RECOMMENDED. (LABELED WITH *). 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE AITH MANUFACTURER'S 4. FINAL CONCRETE THICKNESS PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES. SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION NOTES: 2. A TRENCH SHALL BE EXCAVATED A MINIMUM OF 12• W1DER THAN THE OVERALL 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. WIDTH OF THE STEEL FRAME (6" MINIMUM ON EACH SIDE) AND A MINIMUM OF 2. SECURE OUTLET PIPE PRIOR TO CONCRETING OPERATIONS. 6 INCHES DEEPER THAN THE OVERALL DEPTH OF THE ECONODRAIN EPS FORM. 3. FOR ILLUSTRATION ONLY. DO NOT SCALE DRAWINGS. 3. DO NOT SCALE DRAWNGS. MU1110fAln ECONODRAINO SERIES #12 14M NWS11M NM Standard Pre -Welded Frame STATE UF, NC MS25 raeal.-w-tni°s FILENUIBER: CSI-ED-1296-BG-14a REV: 00 Proprietary fglts of M,,1t&aa systems, Inc «e bduded m the inlomnoGon d'subsed beer. The raryhTt, by ecc¢ptir.g P.is documml, ages Ual neither th) tlavment rMr LNc n,o. matron tl:sCosed hack, my port lhaeot ahcl be Wp:ed. reprpC ced « trensfarW la mmufacWrng «for my other pm ¢xxgt w spaorcally wlh«#ed n ,nilip alana and the cwlana's «ehitttta. engneaa. eonw'l«15 and oUw pro! ds ore eanp'etdy re�on to fa Ue sdecU.. LsStod.U.. ,rW m to of my proQct p«chaed ham NUIt2: a:n, cd IXCfPT A$ EXPR65LY PRo'fAED N NULDDRAN'S STANDARD WIPRANIt£$, Y-0.11D7A14 YAI�s NO WAQRANTY, EY➢RES$ OR MUED. As TD THE SATO=TY. DESR71, YERCHANTAM7Y, OR nTNM OF THE PROMa FOR CUSTOMER'S APPUCATIM Cspiea of W,11s sin s si.ed d °armtc «a crr obla yen repva,t. TRENCH DRAIN 12 SCALE: NTS WPCA STANDARD ' FRAME & COVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF BRICK 4 8 2'-2" PRECAST REINFORCED CONCRETE DIA. MANHOLE ECCENTRIC CONE -,.,-WELDED WIRE FABRIC (TYP.) LIFTING HOLES (TYP.) ---- 2 1/4" MIN. --- (FILL WITH MORTAR) f PRECAST REINFORCED CONCRETE RISER TONGUE AND GROOVE RISERS AS VARIES REQUIRED PREFORMED PLASTIC GASKET OR -------------------- FLEXIBLE WATERTIGHT RUBBER GASKET RISER VARIES -°- 5" WALL /- _____ COLD APPLIED --------------- BITUMINOUS 4'-0" DIA. SEALER 4 KNOCKOUTS, FOR ALTERNATE JOINT BASE MIN. PIPES MIN. 4" FROM 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. f PRECAST REDUCERS WILL BE PLACED 1 s ABOVE THE 5' & 6' BASES AS DIRECTED CONCRETE OR BRICK BY THE ENGINEER. WALL THICKNESS TO &MORTAR INVERT INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE. SANITARY SEWER MANHOLE DETAIL � " / SCALE: NTS NUMDrA n EconoDrain t� enISM&MS Outlets From End of Trench SfAT6. OF NC 2W FILE NUMBER: CSI-ED-OUTLET-TR-OO-14a REV:OO 11=21tf9 .rr.mAUhaFsyet•nican Prw,;ctay rights of l"LDrc:n sptanx Inc. - nduded in the nl«matbn dit*o d h,,,m The redpienL by a«optag US do t, ag,- thet n¢:lha this doormat n« the i,f« txn duO-d hae:n nor any part thaeol Shdl h copk4. r¢DroO.•ced « trcns(erred fa mms's/aWr.ng « 1« any olna pDryxe except as spttifca'ly wUoriiM m *riNng stars and U• -to e, arch:tttla. a:g:�taa, a«sdtmis o+d olha Dr ' ai.mds arc campkld respmsbl, ta the W.Ucn, mte .a .and manten«ce 0 my MEs No as REss CR To THE aod:ct FwaaN from WAtDran, -d EXCEPT AS EYPRESAY FROYDED N WLTDRAN-S SUGACD WFRRANTff IM.7amu NARR/.NTY, R®lffo, AS SURABUTY, DESGN, YE1ZCHKNTA8a1TY, OR F111ES5 OF THE PRODUCT FOR CUSTMETS APPLICATION. Copes el Ydt&,c 's e.dad .aran5a ore ao3eNe upon request (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. IN EARTH 4" TOPSOIL LLJ O v z 0 3" IN EARTH -, EXISTING GROUND EDGE OF TR SUITABLE BACKFILL - GRAVEL FILL COMPACTED-\ TO 90% MIN. DRY DENSITY � PER ASTM D1557 IN MULTIPLE LIFTS IF UTILIZING A.S.P. or H.D.P.E. PIPE. (SUITABLE BACKFILL WITH RCP) FOUNDATION STONE TO -� EDGE OF TRENCH 1/4 O.D. 4" MIN. - 1'-00" IN ROCK BOTTOM OF TRENCH - EDGE OF TRENCH SUITABLE BACKFILL 3/4" CRUSHED °a: °•�. o :a STONE ° "°. o � o ,. 00 0 OQ ° 6 MIN. °p N IN ROCK - ° 0 BOTTOM OF 2 " TRENCH I MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSrrAKE 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 C9001C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) IN PAVEMENT < 48" DIA. TRENCH WIDTH D. + 4'-0" MI 24" SEE DETAIL FOR PAVEMENT SECTION ,--FINISHED GRADE -TRENCH WIDTH = S-0" COMPACTED BACKFILL (95% MAX. DRY DENSITY). COMPACTION PER ASTM D1557 DETECTABLE WARNING TAPE COMPACTED SAND BACKFILL REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 2 2/22/19 BID SUPPLEMENT 2 3 3/22/19 CONFORMED SET STATE PROJECT NO. 8" MIN. 132-0088 N IN ROCK I Phase I of 4 SUPPORT AS REQUIRED 48" DIA. SUITABLE BACKFILL 0400 O&C 1'-0" MIN. °�o4110 FOUNDATION STONE TO EDGE OF TRENCH ° o 000 4" MIN. - 1'-0" 000 0o IN ROCK SUPPORT AS REQUIRED DETECTABLE WARNING GREEN PLASTIC UTILITY TAPE "CAUTION -SEWER LINE BELOW" D;b:Do.Do 6» o o p FILTER FABRIC ° o o WRAP AROUND ALL SIDES OF // \\ ° STONE BEDDING p WITH A 12" MIN. OVERLAP AT TOP ° CRUSHED STONE ov o C oo 1 L,-CPFC°IAI FniminATInN IF ORDERED BY ENGINEER 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ARIABLEO'-360e GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ACCORDINGTO DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.70Dl-110-111 FOR NON TRAFFIC INSTALLATION. _ (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS IF (6- MIN. BASED ON -� MANUFACTURING REQ.) - 4"MIN \ y THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, 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. GRAI E OP I IVIVJ L°AD RA111VV PAR 1 YF DRHVYIIYV IF PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS FI-20 1699CGS 7001-110-213 SOLID COVER MEETS H-20 18996.E 7001-110-214 DO%% NIA 1899CGD 7001-110-215 DROP IN GRATE LIGHT DUTY 1801DI 7001-110-074 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PERASTM A536 GRADE 70 5D-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY E8C MATERIAL 3130 YERONA AVE 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 50-05. NYLOPLAST HAS PROPRIETARY RIGHTS. THE! RECEIPT BUFORD, GA 30518 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04 03-08 PHN (770)932.2443 RISERS ARE NEEDED FOR BASINS OVER 84'DUETOSHIPPING RESTRICTION S. SEE DRAWING NO.7001-110-065. TRANSFER, ORUCENSETHE USE OFTHE DESIGNOR i�Tylo last° FAX (770) 932-2490 REYISEDBY NMH PROJECTNOfNAME 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast-us.com TITLE ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION N-12 HP, & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF AWY DATE M14-16 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE O'TO36D°. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERhdI5510NFROANYLOFLAST. GmisNYE0FWT DWG SIZE A SCALE 1:30 SHEET 10P 1 DY1G NO. 7001-110-191 REV E OA'�AREA / LAWN / YARD DRAIN SCALE: NTS MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860)563-6164 TITLE SITE UTILITY DETAILS DATE 11/02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C5*3 EROSION CONTROL INSTALLATION & MAINTENANCE NOTES: REVISIONS CONFORMED SET MARCH 22, 2019 3 V V- N 7 y C O U N U L 7 0 co N 17 e 3 E CD v ai N rn X O O N tjT M _. O c, J Ill HIM NOTE: _ PRUNE TREES IN ACCORDANCE- _ ._ --- _..-- WITH APPROVED HORTICULTURAL STANDARDS (ANLA)IN ORDER f 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 TREE ARMORING TRANSPLANTING. CONSTRUCTION AREA WHERE PAVED SURFACES kAAVr7 IT IAADRA('TI(`AI TPCTARI I(ZW T1?f7F IVI r11\L I I IIYII 1\� V IIV� L .0 LJ InV1..I J1 I II\I_L PROTECTION ZONE. BOARD FENCE APPLY TRUNK ARMORING WHERE PERIMETER PROTECTION FENCE IS LESS THAN PERIMETER OF CANOPY SNOW FENCE 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 PERIMETER OF TREE CANOPY ABOVE 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 12, 2018 TP Al 0"-6" Topsoil 6"-12" Brn F Sandy Loam 12"-87" Red/brn F Silty Sand w/Stones No Water No Mottling No Ledge TP #2 0"-6" Topsoil 6"-18" Brn F Sandy Loam 18"-89" Red/brn F Silty Sand w/Stones No Water No Mottling No Ledge TP #3 0"-12" Topsoil 12"-24" Brn F Sandy Loam 24"-80" Red/brn Compact Sand Gravel No Water IVa MoLLIing No Ledge TP A 0"-12" Topsoil 12"-34" Brn F Sandy Loam 34"-82" Red/brn Compact Sandy Gravel No Water No Mottling No Ledge TP #5 0"-12" Topsoil 12"-30" Brn F Sandy Loam 30"-82" Red/brn F Sandy Gravel Water ® 82" No Mottling No Ledge TP #6 0"-6" Topsoil 6"-18" Brn F Sandy Loam 18"-76" Brn F Silty Sand w/Stones Large Rock at Bottom No Water No Mottling No Ledge Soa, SM CE AND ENVIRONMENTAL SERVICFS. INC. Wetland Deliaeawns Ecological Studies Site -Assessments Project Planning •SoilTes6ng May 6, 2018 3" MULCH - FINELY SHREDDED HARDWVVD BARK (SAMPLE TO BE APPROVED) 3" SOIL SAUCER TYP. FINISH GRADE ADJACENT TOPSOIL NATIVE OR PLACED SUBSOILS-" I 1 PLANTING SOIL MIX - UNLESS SPECIFIED OTHERWISE, 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.) I REE PLAN I ING 3 SCALE: 3 8 =1 -0 UNLESS SPECIFIED OTHERWISE, SOIL MIX SHALL BE: - 3 PARTS IQPSVIL - 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 itlli III I. Mn. COMPACT PLANTING MIX BELOW _ WIDTH OF PIT EQUALS BALL. PITCH TO PERIMETER OF PIT. 2X DIA. OF ROOT BALL CONTAINER BALLED & GROWN BURLAPPED 4 SH��y PLANTING SCAL=1 -0 LANDSCAPE EDGING ((IILA/WH) RE NOTED ON NOTE: IN AREAS OF MASS PLANTING, EXCAVATE BED AREA CONTINUOUSLY, BACKFILL BETWEEN SHRUBS W1, IH PLAN ZING 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) I I=1I I TT i - ! 1=71 l - 1=1 I 1 I 1=1I 1=1 11=1 11-III-t I =1 ADJACENT TOPSOIL _I l 1-1T I I I=III-Ili=! I__ LIGHTLY COMPACTED SUBGRADE 12" PLANTING SOIL MIX �F(.TlnN THRni l(,H PFRFNNIAI RFII 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. ROT01ILL 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. Richard Reynolds LRC Group 160 West Street, Suite E Cromwell, CT ' 06416 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 ft/day or 0.000482,cm/sec Dear Mr. Reynolds: TP #2 0.76 ft/day or 0.000270 om/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 bags from LRC 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. TIP #6 0.31 fVday 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 before being tested. The test results from there -compacted b ulk sarnpies give amapproximate #permeability rate for the soil samplea.callected at specific depths within; each test pit where they were 1.obtained by-LRC Group: Soil•properties such as:texture; structure; consistency and. The soil permeability samples-wefe tested for saturated hydraulic conductivities using depths to impermeable layers can III affect soil permeability vuithin each..test pit. If. you a falling head permeabilitytest:method. The permeability result for each bulk sample have -any questions:or need any additlonal infomiatlon please donThesltate`to-give-us a, is listed below: call. Eli Terry Elementary School - Sincerely, Test Hole Number Permeabiltyr " SOIL SCIENCE AND ENVIRONMENTAL SERVICES, )lVC TP #1 1.70 ft/day or 0.000601 cm/sac .. TP #2 f 16:5 fYday or 0.041099 cm/sec \\�q... -. TP #4 1.90 ft/day or 0.000672 cm/sec Scott D. $tev8ns a „ Registered Professional,Soil Scientist : , °.; . - E_ :I 7, TP #5 367 ft/day or 0.129613 cm/sec 7 TP #6 24.6 ft/day or 0.008644 cm%see 95 Silo Drive Rocky Hill Connecticut • 06067 (203) 272-7887 - aeesinc@yahoo.com 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 backfilled 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 nPntPXtilP hnG haan riarrmmnncari nr rimmnnari- 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. InStnllntinn. ForilliZing cenClinn nnrrl mIiiIChinn will hn" Llsed 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 J_ __ I_ J I I_I_ L_ ]__ IS L_I1. __ erosion aamage, reapply seed, mulch an' apply mulch ancnoring. Ir railure 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 le,--1er These stapes shQ;.11d alsa be seeded by temparary ar 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. 1 l RESTRAINT "2%5" (5cm-12.5cm) 2' (.06m) 1.6' 0.5m) 1.2 (4") (I 3.3' (1.0m) REINFORCING BARS FOR REMOVAL OF DEVICE STORM INLET NOTE: 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 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 W. OVERLAP END OF TOP STRIP 4 INCHES AND STAPLE. Q D. EROSION STOP -FOLD OF JUTE: BURIED IN SLIT TRENCH AND TAMPED; DOUBLE ROW OF STAPLES Ak Ak L A1< INCH OVERLAP OF BLANKET STRIPS WHERE TWO OR MORE STRING WIDTH ARE REQUIRED. STAPLES ON 18 INCH CENTERS. Ak 4 k STAPLE OUTSIDE EDGE ON 2' CENTERS. • TYPICAL STAPLES Al AlL NO. 8 GAUGE WIRE _ _R o 40 AD- -tI I 1.7 STAPLES PER SQ. YD. 1 1/2" 1 1/2" PER SQ NOTE: 1. .8LANKET IS TO BE INSTALLED ON ANY FINISHED SLOPES THAT ARE A 3:1 OR GREATER 2. BLANKET IS TO BE TYPE NORTH "ERICAN 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 Seedling Rates and Dates Seeding Optimum Seeding Dates Rates Optimum Species 4 (pounds) Seed Depth 3/15 4/115 5/15 6/15 7/15 8/15 9/15 10/1 Plant Characteristics /Ares /�11�0 (inches) 3/1 4/1 5/1 6/1 7/1 8/1 9/1 10/1 it Annual ryegrass 40 1.0 0.5 REM 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 EChinochloa crusgalli frost 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 150 3.4 0.5 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. MJET_4 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 BEISPROTE(TED REA TO STORM INLET ///�`%/\\%/� '.\\/j\\/j\\/j\\/j\�/j� SOIL TO BE FILTER BAG\/N :': • \\/\\/\\/\\/ /\\\//\\//\\/\\//\ \/\\ / RETAINED DIG 6%6" 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' I SILT FENCE .,GALE: NTS STATE PROJECT NO. 132-0088 N Phase 1 of 4 LLI F- t-- \O U U ci ci m �U n N CAN d 9..S. o�N v VJ 1�4 Ityy C C V >= i fA H Ln LA M rn d d s to CO 2 O .o U - - S c �e�o E u F- LL c •� 'S .g C s d 'rOo S c g V J U 2 O c w 'G a� S a �= +co Z _ MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SEDIMENTATION/ EROSION CONTROL & PLANTING DETAILS DATE 11 /02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C504 2 Figure PS-3 Seed Mixtures for Permanent Seeding No. Seed Mixture (Variety) 4 Lbs/Acre Lbs/1,000 15 Kentuckv Bluearass Creeping Red Fescue (Pennlawn, Wintergreen) 20 20 .45 .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 Bromegross (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) 2 .05 Bird's -foot Trefoil (Empire, Viking) with inoculant' 8 .20 Total 30 .70 White Clover 10 .25 55 Perennial Rye Grass 2 .05 Total 12 .30 65 r`rooninn P-4 G"e� Redtop (streeker, Common) �n I U 2 cn w .05 Perennial Rye Grass 20 .50 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 1 .70 g6 Switchgrass (Blackwell, Shelter, Cave -in -rock) 10� .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 inoculant 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) Total 37 (or 52) .85 (or 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 .45 165 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 100 2.3 215 Creeping Red Fescue (Pennlawn, Wintergreen) Total 60 1.35 225 Creeping Red Fescue (Pennlawn, Wintergreen) 40 20 .90 .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 Not Used 28 29 Turf Type Tall Fescue (Bonanza, Mustang, Rebel II, 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. 2Use Pure Live Seed (PLS) _ % Germination X % Purity 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 boaaed seed 56% 3DOT All purpose mix 4W Id flower mix containing New England Aster, Babis Breath, Black Eye Susan, Catchfly, Dwarf Columbine, Purple Conflower, Lance -leaved Coreopsis, Cornflower, Ox-eye Daisy, Dame's Rocket, Scarlet Flax, Foxglove, Gayfeather, Rocky Larkspur, Spanish Larkspur, Corn 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. 5Considered to be a cool season mix. 6Considered to be a warm season mix. A-_ TO BASIN OR OUTLET -1 T ... .,..� STONE NOTES: 1. PLACE 15 INCH DIAMETER PERFORATED HDPE PIPE AND CRUSHED STONE BELOW TRENCH BOTTOM AHEAD OF WORK AREA. SET INTAKE OF PUMP INSIDE PIPE AND DEWATER TRENCH. 2. DISCHARGE MUDDY WATER TO OUTLET PROTECTION OF A DIRT BAG, TANK TRUCK, PUMP OUTLET 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. TRENCH DEWATERING PUMP INT . I 18" MIN. (SEE NOTE #1) VIEW LOOKING UPSTREAM 18" MIN. (SEE NOTE #1) 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 FLOW o 1 OR FLATTER 0 6'-0" MIN. SECTION A -A STONE CHECK DAM DETAIL 2 SCALE: NTS SUPPORT HOSE ON HAYBALE DISCHARGE HOSE FROM DEWATERING PUMP Vd = DRY STORAGE 4' MAX. Vw = WET STORAGE =3'MAX. CT DOT No. 3 STONE (CRUSHED) GEOTEXTILE (IF NECESSARY) ONE ROW OF HAYBALES EMBEDDED AND STAKED AYA °)vi% �a ONE LAYER OF a MODIFIED RIPRAF ° _ ("(CT DOT M.12.02 /ATERING - SETTLING BASI MINIMUM W TOP WIDTH -WEIR CREST ° WOODEN STAKES OVERFLOW DISCHARGE TO VEGETATIVE FILTER OR OTHER STABLE OUTLET 1' MIN. 2 OR FLATTER PERVIOUS STONE DIKE-,,,,, 2 OR FLATTER 1 (SEE NOTES 1 & 2) STRIPPED GROUND 1 = I I I=1 I I=111=1 I I=1 I I=1 11=1 1 5 OR FLATTER 1 H (5' MAX.) -_ �I -ORIGINAL GROUND ELEVATION 1.0 POST CONSTRUCTION INSPECTION & MAINTENANCE Post -construction, regularly scheduled inspections and maintenance will be necessary to ensure the permanent structural features such as llle 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 use of mulches or geotextiles have been employed on all unpaved areas and 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. The Land Owner shall overtake responsibility of inspecting and maintaining drainage 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. 1.1 Inspection 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 be inspected annually between May 1st and September 15th and sumps shall be cleaned when the depth of accumulated material exceeds 1 foot. inspected at least semi-annual) and 10. Rip Rap outlet protection areas should be y 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. r- n i 1 t,.. J. 1 1 ese ce oil animal II I al 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. 9. Spillways should be clear of obstructions. 10. Inlet/outlet riprap should be inspected for scour and dislodged stones and 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. 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 FILTER FABRIC ENVELOPE 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 0 0 0 0 0 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. (ft.) ft. H Wft. 2. NON -OVERFLOW PORTIONS AND ABUTMENTS OF 5) 2 0 TEMPORARY SEDIMENT TRAPS MAY BE CONSTRUCTED 2.0 2.0 OR COMPACTED EARTHFILL. 2.5 3.0 2.5 2.5 BOTTOM OF TEMPORARY SEE GU PLAN FOR 3. SEDIMENT TRAP SHALL HAVE A STORAGE VOLUME OF 3.5 3.0 SEDIMENT TRAP SEE GU INVERT ELEVA77ON 134 CUBIC YARDS PER CONTRIBUTING DRAINAGE AREA, 4.0 3.0 PLAN FOR ELEVATION HALF OF WHICH SHALL BE IN THE FORM OF WET STORAGE VOLUME. 4.5 4.0 5.0 4.5 AP DETAIL TEMPORARY SEDIMENT TOP OF EMBANKMENT (SEE GU PLAN) OUTLET PIPE 1.2 Maintenance Overall Site Maintenances 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 nnowed 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 comoonE=nts of the storm sewer system such as culverts. water - -r -- ----- - --- ---.... -- --- -�---_. _ 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 and brush growth at the inlets and outlets should controlled as needed. 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. Winter Maintenance 1. Remove snow and ice from catch basin grates, basin inlet and outlet structures and away from culvert end sections. 2. Snow removed from paved areas should not be piled at inlets/outlets of the storm water management basin or on the catch basin grates. 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 Management/Water Quality Maintenance 1. Side slope, embankments, inlets and overflow spillways should be mowed at least 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. 4. Structural components of the basin which require repair or replacement should be addressed immediately following identification. 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 L. --.4..--,4 L.,., Ino> • 1-4-- /-..L1-4.- L.. .1...-AUS4-, ;-4e4wilen capacity I.IU.S bGG.l UUI.GU by IV/0, lllULAqVUIIGW lIvyycU 1 re:ui�.wu, 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 removed from the outlet structure immediately upon inspection as 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 TL...-1:1.. -1-- l- 4.... -- - ,.--- vegetative IVvie . MtI WUICI C.IUUIIIy Ul11lJ JIIVUIU UIJV VC IIIUll1LU111CU IWIUZ; U YUUI (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. 8. Spillways should be; cleared of obstructions. 9. Inlet / outlet riprap damage due to scour and sedimentation should be repaired. 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. REVISIONS CONFORMED SET MARCH 22, 2019 S I /A I E F'KUJtU I NO. 132-0088 N Phase 1 of 4 P4 (4llllllll;l O � a H �zo O 00z o w�� 0 O11111*101111". W E� W W F n N a- -a v>Ln a_�_ N en � E N ^ O 2^1 n� o U 00� g - LL O O c w.s w C D W CU (, C UU� J J a OF CON ItN �� FOB -Z, � �e.MO� = O '� = z o. t = SJONA, MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SEDIMENTATION/ EROSION CONTROL DETAILS DATE 11/02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C REVISIONS CONFORMED SET MARCH 22, 2019 PROPOSED LAYOUT (SYSTEM 1) NOTES PROPOSED LAYOUT (SYSTEM 2) NOTES 15 STORMTECH SC-740 CHAMBERS . MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. 9 STORMTECH SC-740 CHAMBERS • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. 6 STORMTECH SC-740 END CAPS___ _ nl IG Tn TUG ene�TATlnnl nG TUIe ruARADr-D eveTGnA Tn QDGrlGfr cITG AKIM n=QInnI rnhIQ DAIKITe IT RAAV n= 6 STORMTECH SC-740 END CAPS • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPFCIFIC SITE AND DESIGN CONSTRAINTS- IT MAY BE - - - - - - - - - - - - - - - --... - - - - - --- - - - - - - - -- 6 STONE ABOVE (in) . 10 11 1- r,�,r,1 1-1 1..11 -1 11 11 , -1 1-1"1BE1 \ S 1 ., I -1.1 10 S. E..1, , .. , � 1.� ..��1..,. ,.. , , ,.. , , . 1 1.,, BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. 6 STONE ABOVE (in) NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. 6 STONE BELOW (in) THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER 6 STONE BELOW (in) 0 THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER 40 % STONE VOID COVER REQUIREMENTS ARE MET. 40 % STONE VOID COVER REQUIREMENTS ARE MET. 1417 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING 926 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING 717 SYSTEM AREA (ftz) CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND 484 SYSTEM AREA (ftz) CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND 123 SYSTEM PERIMETER (ft) PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED 93 SYSTEM PERIMETER (ft) PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. ONCE THIS INFORMATION IS PROVIDED. • THIS PLAN REFLECTS THE CHAMBER SYSTEM DESIGN BY THE SITE DESIGN ENGINEER USING STORMTECH COMPONENTS. • 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 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 THE SITE DESIGN ENGINEER. STORMTECH'S SCOPE OF WORK IS LIMITED TO THE ASSEMBLED PRODUCT DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION. SPECIFICATIONS FOR INSTALLATION. • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE • NOT FOR CONSTRUCTION_: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 18" X 18" ADS N-12 BOTTOM MANIFOLD MAX OUTLET FLOW 4 CFS INVERT 1.6" ABOVE CHAMBER BASE (SEE NOTES) 12" X 12" ADS N-12 BOTTOM MANIFOLD 45.54' MAX OUTLET FLOW 2 CFS 37.19' -- - I INVERT 1.2" ABOVE CHAMBER BASE 24" PREFABRICATED END CAP, PART# SC740EPE24B TYP OF ALL SC-740 24" CONNECTIONS AND ISOLATOR ROWS ISOLATOR ROW (SEE DETAIL) 18" PREFABRICATED END INSPECTION PORT CAP, PART# SC740EPE18B (TYP 9 PLACES) TYP OF ALL SC-740 18" BOTTOM CONNECTIONS PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION A 1 ALL CHAMBER INLET RUINS PROPOSED LAYOUT (SYSTEM 3) 6 STORMTECH SC-740 CHAMBERS 4 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 639 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 338 SYSTEM AREA (W) 84 SYSTEM PERIMETER (ft) CB #17 PER PLAN IDESf(,N BY ENGINEER 1 PROVIDED BY OTHERS) 24" X 24" ADS N-12 BOTTOM MANIFOLD f INVERT 0.1" ABOVE CHAMBER BASE / (SEE NOTES) 24" X 12" ADS N-12 CROWN MATCHING REDUCING TEE 24" INVERT 0.1" ABOVE CHAMBER BASE i _ Rtl 12" INVERT 12" ABOVE CHAMBER BASE 12" X 12" ADS N-12 TOP MANIFOLD MAX INLET FLOW 4.60 CFS j INVERT 12" ABOVE CHAMBER BASE (SEE NOTES) _ DMH #26 PER PLAN [RELOCATED SLIGHTLY] (DESIGN BY ENGINEER / PROVIDED BY p T HERS) 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 CAPACI 1 TH.E. SITE DESIGN` ENGINEER IS RESPONSIBLE FOR DETERIVIIiVI 11I THE SUITABILITY OF THE SOIL A1K ID 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. • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 12" X 12" ADS N-12 BOTTOM MANIFOLD 24" PREFABRICATED END CAP, PART# CB #9 PER PLAN MAX OUTLET FLOW 2 CFS SC740EPE24B (DESIGN BY ENGINEER / INVERT 1.2" ABOVE CHAMBER BASE TYP OF ALL SC-740 24" CONNECTIONS PROVIDED BY OTHERS) (SEE NOTES) AND ISOLATOR ROWS a ISOLATOR ROW (SEE DETAIL) , - 24" X 24" ADS N-12 BOTTOM MANIFOLD j INVERT 0.1" ABOVE CHAMBER BASE / (SEE NOTES) i �- -- - x , �I � • 1 � ---- h•. a • 24" X 12" ADS N-12 CROWN MATCHING REDUCING TEE { _ 24" INVERT 0.1" ABOVE CHAMBER BASE 12" INVERT 12" ABOVE CHAMBER BASE �- 12" X 12" ADS N-12 TOP MANIFOLD MAX INLET FLOW 2.30 CFS INVERT 12" ABOVE CHAMBER BASE (SEE NOTES) CONCRETE COLLAR 18"MIN WIDTH PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED CONCRETE SLAB �/! i'` APPLICATIONS 8" MIN THICKNESS It q °-II�`tl 12" (300 mm) NYLOPLAST INLINE DRAIN BODY FLEXSTORM CATCH IT-tt �ft ' W/SOLID HINGED COVER PART 6212NYFX�t r OR GRATE # PART# 2712AG61P* WITH USE OF OPEN GRATE SOLID COVER: 1299CGC* 6" (150 mm) INSERTA TEE GRATE: 1299CGS PART# 6P26FBSTIP* INSERTA TEE TO BE 6" (150 mm) CENTERED ON SDR35 PIPE CORRUGATION CREST I II O CHAMBER INSPECTION PORT (TYP 4 PLACES) 22.96' 30.75' INSPECTION & MAINTENANCE PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION ECT-ION AT ALL CHAMBER INLET ROWS STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.I. 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 B.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 8.3. 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 ACCUMULA11ON 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 ��rr PURE INSERTS IN ANY t � t 4J rs:U-sv J t i:11wq � 1 � ,-: & � p 3� : s\ ; UPSTREAM STRUCTURES' WITH OPEN GRATES * 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. E oco ZU-5 U O N X O O N M N j L T O m J CATCH BASIN OR u M M„.. „ 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART #: SC740EPE24B InW�tn �. t tt1li,l lilt t4f1 i+11 eti+� SC-740 le !t �i .li I, l� •il �1 I I {; END CAP OSC-740 ISOLATOR ROW DETAIL 2 SCALE: N.T.S. 85.4" INSTALLED LENGTH G- BUILD ROW IN THIS DIRECTION J -j LA LA U L3L1jLIL:JL9f'1@i&i l �V START OVERLAP NEXT END CHAMBER HERE (OVER ACCEPTS 4" (100 mm) SCH 40' SMALL CORRUGATION) 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 29.3" 30.0" 45.9" [ 51.0" 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 m3) MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 m3) A WEIGHT 75.0 Ibs. (33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS fi N B 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" (SEE NOTES) 24" PREFABRICATED END CAP, PART# SC740EPE24B CB #11 PER PLAN (DESIGN BY ENGINEER / TYP OF ALL SC-740 24" CONNECTIONS PROVIDED BY OTHERS) Z<_ AND ISOLATOR ROWS ISOLATOR ROW (SEE DETAIL) 24" X 24" ADS N-12 BOTTOM MANIFOLD INVERT 0.1" ABOVE CHAMBER BASE \ \ (SEE NOTES) % NI in in 24" X 12" ADS N-12 CROWN MATCHING REDUCING TEE 24" INVERT 0.1" ABOVE CHAMBER BASE 12" INVERT 12" ABOVE CHAMBER BASE t- --- - - - 12" X 12" ADS N-12 TOP MANIFOLD MAX INLET FLOW 4.60 CFS INVERT 12" ABOVE CHAMBER BASE INSPECTION (SEE NOTES) PORT (TYP 6 PLACES) 90.7" ACTUAL LENGTH 22.96' 30.75' 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 ACCEPTABLE FILL MATERIALS: STORMITECH 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. NOTE THAT PAVEMENT SUBGRADE PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY REQUIREMENTS. BE PART OF THE 'D' LAYER BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER INITIAI FII 1 • FII I MATFRIAI GRANULAR TI-IE CHAnBERS IS REAruED 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 FINES OR PROCESSED OR WELL GRADED MATERIAL AND C ABOVE THE TOP OF THE AGGREGATE. AASHTO M43 , 95% RELATIVE DENSITY FOR CHAMBER. NOTE THAT MOST PAVEMENT 3, 357, 4, 467, 5, PROCESSED AGGREGATE PAVEMENT SUBBASE MAY SUBBASE MATERIALS 56, 57, 6, 67, 61 7, MATERIALS. ROLLER GROSS BE A PART OF THE 'C' 14N 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). EMBEDMENT STONE: FILL SURROUNDING THE AASHTO M43' B CHAMBERS FROM THE CLEAN, CRUSHED, 3, 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 rI CAN rDI Icucn AASHTO M43' PI ATE (`nAAPA('T nP Pnl f Tr) THE SUBGRADE) TO THE V LL/'ll Y, VI\VJI ILO,111A 3, 357, 4, 467, 5, ;_1 FOOT (BOTTOM) OF THE ANGULAR STONE 56, 57 ACHIEVE A FLAT SURFACE. CHAMBER. 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 RIEQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED 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 GEOTEX71LE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE ww (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 11��wUU 12" MIN SC-740- END CAP *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). FPAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 6„ DEPTH OF STONE TO * J AX BE DETERMINED MIN o BY SITE DESIGN _ M N - 51>. -�TYP SUBGRADE SOILS (SEE NOTE 4) 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 TWO LAYERS OF ADS 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. GEOSYNTHETICS 315WTK INFORMATION CONTACT STORMTECH AT 1-888-892-2694. F DFRIAAPTOP CTr)KIF AAI ICT RP F'VTPKinF11 W(%P17nNfTAI I V Tn TUF FYrA\/A-nr)Nl WAI I FnL? PnT" \/FPT1rAI WOVENGEOTEXTILE L1\1,.1L 1L1. � 1., 1 -L L1.11L1. _ 11„1\1�,,,. ,ALL 1 1 111E ". ,�., 11.,," I—- 1— ,..,111 .". ,. ,.� BETWEEN FOUNDATION *FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP AND SLOPED EXCAVATION WALLS. STONE AND CHAMBERS 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 5' (1.5 m) MIN WIDE SO THAT THE FITTING SITS LEVEL. GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF CONTINUOUS FABRIC LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. WITHOUT SEAMS NOTE: ALL DIMENSIONS ARE NOMINAL OSC-740 TECHNICAL SPECIFICATIONS DETAIL O ADS STORMTECH SC-740 CHAMBER DETAIL SCALE: N.T.S. SCALE: 1/8" = 1'-0" PART # STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm) 110.9" (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) --- SC740EPE088 / S0740EPEOBBPC --- 0.6" (15 mm) SC740FPE10T / SC740EPElOTPC 10" (250 mm) 13.e (340 mm) 14.5" (368 mm) --- SC740EPE10B / SC740EPE108PC --- 0.7" (78 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 SC740EPE181PC 78" (450 mm) 79.7" (500 mm) 5.0" 127 mm } --- SC740EPE18B / SC740EPE188PC -_ 1.6" (41 mm) SC740EPE24B* 24" (600 mm) 18.5" (470 mm) --- 0.1" (3 mm) STATE PROJECT NO. 132-0088 N Phase 1 of 4 W I"' n N d c c L u U 00 N 0-1-- N w Intn E m. mo w 2� 72 O N j O J � U .0 8 ~ aL rc Q ° • iu v v" `n 6o 1 c OR 'Go E w Cu c �+ 5 _ v JJ J U C 2 O - Ew W x c - a •Sz � v a V MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ADS STORMTECH DETAILS DATE 11/02/2018 COPYRIGHT cO Moser Pilon Nelson Architects DWG. NO. C5*6 Al m 0 r C O 7 fn C 0 U =5 O 0 o v N c �y IV O N 0 3 L: v � i= Q E �U5 U Z Oi 3 x 0)O O N M O L N j a �T Z 0 4. � J c 4,000 PSI C.I.P. CONC. WALL WITH FINISHED EXPOSED FACE (REFER TO STRUCTURAL DRAWINGS) LAWN (REFER TO GRADING PLAN FOR ELEVATIONS) L. FENCE/( ILE: 1-1 2 =1 - Al 2" DIA. TYP. C.L. FENCE LINE I I POST I I C.L. FENCE END & CORNER POST r-—C.I.P. GALV. STEEL PIPE SLEEVE I I (EPDXY GROUT AROUND POST) I I I I I I z -- z � �-- ENGINEERED WOOD I I Z FIBER PLAY uJ - M SURFACE -IN PHASE 3 M + CONSTRUCTION (REFER TO GRADING PLAN FOR f + + + + ELEVATIONS) 4,> 4,1 + + + + + + ALIGN FENCELINE WITH ADJACENT FENCELINE IN C.I.P. CURBING .I.P. RET. W. 2" POST LOOP CAP 1V" DIA. TOP RAIL 3" DOMED POST CAP 3" DIA. C.L. FENCE END/CORNER POST 2" DIA. C.L. FENCE LINE POST W" TENSION BAR TENSION BAND TYP. VINYL FUSED C.L. FENCE FABRIC (KNURLED EDGES TOP & BOTTOM OF FABRIC) 1 %" RAIL END CUF RRACF RAND TYP 1W" DIA. BOTTOM RAIL ALUMINUM EDGE RESTRAINT (SEE SPECS.) SWEEP/FILL JOINTS WITH MASONS SAND MORTAR MIX. 1" SAND SETTING BED CONCRETE PAVERS 1Y" STONE DUST BASE CnMPACTEn CRUSHED GRAVEL SUBBASE COMPACTED SUBGRADE 6 CONCRETE PAVERS SCALE: 1-1 2 =1 -0 3" END POST TYP. 3'-5" WITH DOMED CAP ADA COMPLIANT C (SEE SPECS.) LOSER/HINGE h PADDLE OPERATED GATE ' LATCH WITH LEVER ON OUTER SIDE. NO LOCK" RX CYLINDER PROVIDED. X (SEE SPECS.) x ' PASSIVE BARREL HINGE X, PROVIDE CANE BOLT AND KEEP. SEE LAYOUT PLANS FOR ARRANGEMENT PROVIDE ACCORDING SLEEVE TO DROP OF GATE LEAVES LEFT OR RIGHT HANDED. CANE BOLT TO HOLD GATE IN OPEN pncrnom SINGLE CHAIN LINK GATE Kxx 7 SCALE: 3 4 =1 -0 z" l7kin oneT TVo LSEE LAYOUT PLANS FOR ARRANGEMENT OF GATE LEAVES LEFT OR RIGHT HANDED. GATE LEAF. PROVIDE ,ACCORDING SLEEVE TO DROP CANE BOLT TO HOLD GATES IN OPEN POSITION. DOUBLE CHAIN LINK GATE 8 SCALE: 3 4 =1 -0 FIXTURE "SJ", SET HOUSING SO THAT FIXTURE IS FLUSH TO PAVEMENT SURFACE (FLAG UPLIGHT; SEE SE 1.1) Y4' DIA. STEEL ROD CAGE CONFIGURED FOR SPECIFIED LIGHT FIXTURE 4,000 PSI CONC. WALK #3 STEEL DOWEL (MIN. 1" CLEAR TO BOTTOM OF CONC.) �1 m i 1cu Mrm mIT' n 1 IDI Ir-tAT ��F LUJn I-IVVI'A 1 11-v v� L-Ivl ALE: 1-1 2 =1 -0 TYP. C.L. FENCE PANEL & POSTS SCALE: 3 4 =1 -0 CONDUIT COMPACTED SUBGRADE A" ni A AI VI 01,1 001 1 GR i Ulm. 1" I LVI" INvLI_I (TYP. OF 4) " O.D. GALV. STEEL POST TYP. (CONC. FILLED; BLACK PVC SLEEVE) REDWOOD CORNER SEAT TYP. EACH CORNER (CUT FROM STEEL SEMICIRCULAR BRACKETS. 2%10"). SEE PLAN DETAIL. TOP OF SIDE RAIL BEYOND SURFACE OF PLANTING SOIL 2" BELOW TOP OF RAIL F%l- ---.� I- 2%10" REDWOOD SIDE RAILS (3 SECURE TO POSTS WITH 3 #X GALV. STEEL WOOD SCREWS EACH. 4"x4'° REnwnnn CORNER PnSTS FILTER FABRIC AT BOTTOM OF PLANTING N SOIL MIX. WRAP 2" UP EACH SIDE RAIL AND STAPLE AT 6" SPACING. I�— SUBRADE SOILS - DO NOT OVER COMPACT! CRUSHED GRAVEL DRAINAGE COURSE SECTION A —Al ii ii X DIA. x 6' LENGTH PVC HOOPS (BY OWNER) FOR TENTING WITH PLASTIC TENT OR MESH MATERIALS (BY GARDENER). TYPICAL OF 3 EACH PLANTER. II j\/ j\/ j ,. i SECTION 13-131 MESE�MOOD EN PLANTER 5 : 1 q, rnlA 1n" I Cn1CTu P\/C PIPE SLEEVES FnR 12 Ulm. x IV LLI"v I I 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 SET FINISHED GRADE ADJACENT PAVEMENT FLUSH TO TOP OF CURB WOOD FIBER P er.Al F• 3 4 =1 -0 NOTE: SEE PLAN SHEETS C2.1 AND C2.2 FOR INTEGRATED SIDE' FLARES. A nnn ncl r0nlr1DC'TC (`ID (T IRO ROUND CONC. REVISIONS 4,000 PSI CONCRETE RAMP WITH CONFORMED SET HAUNCH, STIFF BROOM FINISH ]MARCH 22, 2019 PERPENDICULAR TO THE DIRECTION OF THE RAMP HAUNCH AT BOTTOM OF RAMP I 2/19/19 BID SUPPLEMENT I AND LOWER EDGE OF SIDE FLARES �- — ENGINEERED WOOD FIBER PLAY SURFACE (PHASE 2 CONSTRUCTION; SEE DET.13/C5.1) 41*—PRnVInE PREPARED SUBGRADE FOR WOOD FIBER SURFACING (PROCESSED AGGREGATE BASE) ♦—COMPACTED SUBGRADE TOP RAIL INTERMEDIATE RAIL 70'- 20 -3 0'-2v' - x", '4 x —10'— ELEVATION: UNFOLDED PANEL BOTTOM RAIL �-4" O.D. CORNER 3" O.D. LINE POST TYP. POST TYP. 117,o �3 .00. 10 4" O.D. END POST TYP. < I LAlvl VIL-TV. 2 BASEBALL BACKSTOP SCALE: 1 8 =1 -0 NEW ALUMINUM FLAGPOLE 25' HEIGHT EXPOSED GROUND MOUNTED (IN PAVEMENT) (SET PLUMB) LED UPLIGHTS (TYP. OF 3; SEE ALUMINUM BASE COVER SHEET SE1.1 AND 9/C5.7) EXPANSION JOINT 2'-6" � � 3,500 PSI CONCRETE NEW CONC. WALK NEW CONC. WALK �* , .. FOUNDATION (FINISH EXPOSED (DET. 7/C501) (DET. 7/C501) TOP SURFACE RUBBED SMOOTH) `R gE LAGPOLE (WITH ALUM. ASE COVER) r-- ------ --- 2'-6" I J /, I ` I ° Iyam/ f a`, V-0"to l I - I -- -- a ------ I 3,500 PSI CONCRETE I i FOUNDATION 10" DIA. CORRUGATED GALV. r -- f -- I I 1 I. STEEL TUBE FOUNDATION SLEEVE l: M I I COMPACTED SAND 6X6 W2.OxW2.0 l l STEEL CENTERING WEDGES L—------ STEEL (TOP AND 60110M) ALUMINUM BASE COLLAR " STEEL BASE PLATE BOTTOM OF FOUNDATION 12" DIAMETER) BELOW COMPACTED SUBGRADE EXPANSION JOINT WHERE FOUNDATION I ABUTS CONCRETE i t WALK LIGHTNING GROUND SPIKE SECTION DETAIL PLAN ENLARGEMENT AFLAGPOLE� FOUNDATION 3 ALE: 3 4 =1 -0 KEEPER TO HOLD GAIL UFLN 2'-0" 1. ALL STEEL GATE MEMBERS SHALL BE SCH. 40 GALV. STEEL (VINYL FUSED COATING; BLACK). 2. ALL HARDWARE SHALL BE GALV. STEEL WITH VINYL COATING TO MATCH FENCE FABRIC. 3. SUBMIT ENGINEERED SHOP DRAWINGS FOR COMPLETE GATE ASSEMBLY, INCLUDE HARDWARE. 4. SEE SHEET C2.1 FOR TRAFFIC CONTROL SIGNS TO BE MOUNTED ON FACE OF GATE. CHAIN LINK SLIDING CANTILEVER C(:AI F- .1 R =1 -O ADDI V DCn 9, IAIWITC- CTMQP T) PP71 F(:TnR17Fr) _ POST .00KING E STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 O 9 A o O u H _^ O h-�-y O O I� W N W~ n N a c c N U N 00 3— N c c t to chi v N to 1A C � C 0 2 20 p F— _°° �w � E W CW �C V w d y _! J W v '> E J J V O 0 eo c EW b` a j 0 a a ro I � Cori)v,, =� z = `s3.�. ONAL�� 1V10 SEn PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SITE DETAILS DATE 11/02/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. PLANTING NOTES: PLANT LIST: 0 0 N N 1` 0 N a) .Q ;_ z U 0 IL 0- 1. THE LANDSCAPE PLAN AND DETAIL SHEET ARE FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE SITE 0i LAYOUT PLAN, LIGHTING PLAN, GRADING PLAN AND UTILITIES w PLAN FOR ALL OTHER INFORMATION. � 2. THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANTS, In o TREES, AND SHRUBS SHALL BE HEALTHY AND FREE OF o DISEASE FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL 8 COMPLETION AND ACCEPTANCE BY OWNER OR LANDSCAPE o ARCHITECT. CONTRACTOR SHALL REPLACE ANY DEAD OR UNHEALTHY 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 CULTIVATING, SPRAYING, WEEDING, WATERING, TIGHTENING GUYS, PRUNING, FERTILIZING, MULCHING, AND ANY OTHER OPERATIONS NECESSARY TO MAINTAIN PLANT VIABILITY. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING AND CONTINUE UNTIL THE END OF THE ONE YEAR GUARANTEE PERIOD. 3• THE CONTRACTOR SHALL SUPPLY ALL LABOR, PLANTS, AND Z r•,i MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE W w WORK SHOWN ON THE DRAWINGS AND LISTED IN THE PLANT 06 fY SCHEDULE. IN THE EVENT OF A DISCREPANCY BETWEEN W QUANTITIES SHOWN IN THE PLANT SCHEDULE AND THOSE W REQUIRED BY THE DRAWINGS, THE LARGER SHALL APPLY. 4. ALL SHRU17 IVIASSIIVIGS SHALL BE IVIV 1\ 1IEO TO A DEPTH OF 3". ANNUAL AND PERENNIAL BEDS SHALL BE MULCHED TO A m DEPTH OF 2" WITH SHREDDED HARDWOOD BARK MULCH. Qf N 5. NO PLANT SHALL BE PLACED IN THE GROUND BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY ENGINEER. STAKING THE LOCATION OF ALL TREES AND SHRUBS SHALL BE OR VAL BY THE PLANTING F APPROVAL COMPLETED PRIOR TOA 0 OWNER OR LANDSCAPE ARCHITECT. STAKING OF THE INSTALLED TREE MUST BE COMPLETED THE SAME DAY AS IT IS INSTALLED. ALL TREES SHALL BE STAKED OR GUYED PER DETAIL. SEE SHEET L2.1 FOR PLANTING DETAILS. 6. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE UTILITIES. SEE SITE LAYOUT, GRADING AND UTILITY DRAWINGS FOR STORM, SANITARY AND WATER LINES. SEE LIGHTING PLAN FOR ELECTRICAL AND LIGHTING LAYOUT AND DETAILS. UTILITY LOCATIONS ARE APPROXIMATE. EXERCISE CARE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR a w OVERHEAD UTILTIES. THE CONTRACTOR IS RESPONSIBLE FOR z U) ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL ILI,2 REPLACE OR REPAIR ANY DAMAGE AT CONTRACTOR'S a EXPENSE. \ BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. � \ \ AUGUST 10, 2016 \ I O/ `* / / / \ / / N\F ` / / / G MICHAEL J. & VALERIE K. TRACY �� POLE sp /GAP LINE � \ \ (VOL. 1323 PG. 77) \ G• F , /`� N \ ti � i - \ JOHN A.JIN TO JR. & �JD _ / _�_ n/AN. PINTO \ / Al \ F v 1. I\ (VOL. 4 PG. 74) DH MON. ARCEL IF & SUSAN F ®� / \ \ \ - M FA TEUX / GY'\ - \ �./ / ° \\/�c \ r__ \ 0 / \ IV \ \ RA YMOND W \ & LAURETTE \- + / + I I p I. P. BILLIG � / V \ � �� .+ 4- + / � . -,�`C -- �, + -< - \ \ -o / i / \ \ _ I 1I N\F \ + j , < + I \+ q MIL TON G. JACKSON, JR. _ ,r ; / / - + N F _ \I 1 / �I./�/ ��1.3 PG. 307) ' ' /\��'" ^/ - _� \ / + _ r l neADER 1 \ I C) " ( vvl_. _ + J+ �'I / ,- \ + APKIL /V. PG. 349) F \ r, L99 N(VOL. 0 \ V N - ( 40 DAMES & MARIO .� __ -- F/TZGERALD \+ +__ l \ �\ / x179 + + x; . / - _ V \ I `�\ s + BENT PIPE `\// \ _ - DH MON. -�0, \ \' + \ \11, \ \ - i� \ \ I-LI+-Wqw x \ I \ '/ & 5 -1 .... -% P � \ " \ , - A I 401�� -N -I- - I § \ , n. _ + + r III)N SE B. \ + + +- P FP \ x 177.5� 7. LANDSCAPE PLANTING PITS MUST BE FREE DRAINING. (VOL. 72 PG. 9) �G ` ` �, / PAVEMENT, COMPACTED SUBGRADE, AND BLASTED ROCK � f\ \` i " f ��, �'� � + i \ �� FP J Fp Jam, - + + SHALL BE REMOVED FROM WITHIN TRAFFIC ISLANDS TO BE \ F O\ \ \ � -� �� -� FP LANDSCAPED TO A DEPTH OF 2' OR TO A GREATER DEPTH IF l.P. �� \-10 / x p WFP 1 + REQUIRED BY PLANTING DETAILS OR SPECIFICATIONS. REPLACE N\F �� - F ?00 SOIL WITHIN ISLANDS WITH MODERATELY COMPACTED LOAM OR & NANCY T JC \ -` FP P » £ SANDY LOAM FREE FROM STONES AND RUBBISH 1" OR IRVING RO THINKS \ no \I 5 �� • Fe _ _ _ FP \ l P - `•' / - GREATER IN DIAMETER AND ANY OTHER MATERIAL HARMFUL \ 221) � i \ G _FP_ - / � TO PLANT GROWTH AND DEVELOPMENT. PLANTING (VOL. 2071 PG. v _� � / W ! .) 171 Ce - �` // + + I Q INSTALLATION WITHIN HIN ISLANDS SHALL BE AS DETAILED AND \ \ \ \ �' ` / "' \ G ' \,� ® or + '++w� :E CONTAIN PLANTING MIX AS SPECIFIED. 1� � o \ \ v �� Q F 8. PLANTING SOIL MIXTURE FOR TREES AND SHRUBS: \ N\F \ - - �i^ + "O \ /Fe w + + N\F (� - 1 PART PEAT MOSS PH & / \ \ \ / \ DOSE - � ` MA THE - 3 PARTS TOPSOIL / �� - / "' DANIEL J. 0 NCIS � CHLINE T LI I fe \ FRA WIATKIEWlCZ „ , \ A 436 PG. 90) w - F'FRTII 17FR A IMF (APPI Y AS RF('OMIvIFNDFD BY SOII \ _,,_ y L. S � 4- 1A11- cuc�T 1 I I � -_ �VOL. 2 Z / "^'� \' ' \ \ DURv /1 I / I- 1 LIIVC , �I'--IGC 1 L'1.1 \_ % Ey k J ANALYSIS) \ V \ v _, 2 �1-7,- - /, I'-- - i - MYCORHIZA INOCULANT - "TRANSPLANT 1-STEP" AS \ / / --_ F /-P%._ N _ MANUFACTURED BY ROOTS, INC. OR APPROVED EQUAL. USE / / - 3 PER MANUFACTURER'S RECOMMENDATIONS FOR TREES AND \ ., + + �► ? i F w /_ -- - - o + SHRUBS. - - -- ------....... - ORNAMENTAL .. \ \ � � %� . I / i t I F _1 r � �'' r' � ' x \ \ 1 + 4- /-DH MON. 9. PLANTING SOIL MIXTURE FOR PERENNIAL AND ORNAMENTAL \ '' ' 0 ' ❑ v \ / GRASS BEDS: N \F \ /. P' -tea / / + _ ^ \ i st/ 2. / \ F, ." o o A /` - 1 PART PEAT MOSS & GAIL P. / / + I� l � - -- - 1 PART MANURE (WEED FREE) \ \ TIMOTHY D \ / + / ^ I „t I / x1 - 3 PARTS TOPSOIL \ MACDONALD / / / \ ,�z I 1 ,� + - FERTILIZER/LIME (APPLY AS RECOMMENDED BY SOIL \ (VOL. 425 PG. 41) / + + / / �` 11 �� , �I + + �� I I , \ BM MON ANALYSIS\ /- / 71 / ' " `-- - MILORGANITE APPLIED AT 5 LBS. PER 10Q S.F. \ / / `, \/ T �-� ; + 169.30 10. TIME OF PLANTING: NEW PLANT MATERIALS SHALL BE AN \ / // �y_' Nil / / l + I I 1 CIn ( + INSTALLED BETWEEN APRIL 1 AND JUNE \\1, OR AFTER F pM / 1 �- i - \ I SEPTEMBER 15TH AND NO LATER THAN OCTOBER, 31 ST. R. FREI 261� \ + +/ / \ I , ' 1 I + '. nI 0 R'� PO � . / l �, �'� _i ,) _ I \. . � n�• � ► / / L - - \� I >, RI I��R /c�c!�rp�T�7ln�(Jnl 'r` �`n l� TTF r^. 11. TOPSOIL\� SHALL BE INSTALLED AT A MINIMUM DEATH OF ,��Kr�- 3b° \ + / / \�� z v - U , x169.71 \ I .{ 1 Lawl I LI\ V�1\L' ` , rx �nrvi-1 -- CONTRAC'TOR SHALL SUBMIT TOPSOIL TO A CERTIFIED T- ANK OL' + + / /� �3 \ // i a. p� I / � I \ I + BARODE 8 LABORATOR TO DETERMINE pH, FERTILITY, ORGANIC CONTENT' \ - � / \ + I � \ I + VOL. 136 i G. 28 ) AND MECHANICAL COMPOSITION r' THE _ CONTRACTOR SHALL / \ N, SUBMIT THE TEST RESULTS FRQMI�,'REGIONAL EXTENSION -_�;; / // -v I I I + OFFICE OF USDA TO THE OWNER OR IcANDS.GAPE ARCHITECT /. P. - <n _\ I \ FOR REVIEW \,I� AND ,APP_RO-VAt_- CONTRACTOR SMALL \ / � I ��= n � ' � 8 � 00 INCORPORATE AMENDMENTS FOR GOOD PLANT GROWTH AND / ! --- t { t i - \ + `\ PROPER SOIL A IDITY RECOMMENDED FROM THE TOPSOIL // � / \/__-� +�+ .__ ° J U + -- EST.\\ \ -x 11 /,�- - - \ �� ,� t \ o o I ( i 12. AWN SEEDING MIX11 T\U E: / / �t /" ' 1 ° °1 I I I . _ .._.._.. _.... _...__ . __ __ . __.._._ _..._. - -1 / ; -, - ;�\ \/ e�FF� f I I [111M1 _ I I1I I I - �I I / � � I � 't It I I �I , . �\ + 15�Q KEN IUCKY bLUtG 55 (F'UA I'KA ItNNti - NNULt \ / / / / // I / 11 -� /\g0 - � / "- -' / I I x , _, Il I r VARI TY) / / / / / \ �� 10 S / F..____. - / o o I I a 7 15% ERENNIAL RYEGRA S (LOLIUM PERENNE) / P / / 5_ / / `I - ! 73 _ A I t / / m \+ If 30% EEPING RED FESCUE (FESTUCA RUBRA) / / / '� - + + I + +{ ,, / / ( I F 25% C EWINGS FESCUE (r SCTUCA RUBRA "JAMESTOWN 11") �Y'10 ✓ / / / % / /\ \ ' � -- - - � - / J I / / I + N \ 15% HA D FESCUE (FESTU A OVINA RELIANT II) __ /"/ ^ ` \ / T- \ ` ____ I /� - / s I / / I I JENNIFER ENSLING SEEDING ATE: 4.5 LBS P 1,000 S.F. (ADD_100T f'-/ � /�i / \%\ �` / j -b / ` \ --,4.--- - J / / / / I + + QUANTITY IF HYDROSEEDED . 'lT G / /i / l / `� k _ / / / SEEDING D I,�TES: AUGUST 1 OCRRFR 1 AND APRIL 15>- / / / / - �/ 1 I I _ �) 1 23+ j \\ \) �anNins�aPF 1 LESS ARCHITECT WISE PE;OVEb BY THE OWNER OR / / / /- / / /mac 1 �s I \\ \ 1 1 . i "-- ) . I I . , l // I I . _....---.. _ ... _....-- � oo// / / /// / \ ` ' \\ X,7 ° -- a° ° - In \ ,.. T `1 1 I i / / // / � // \ J1 ^ ,- \ I I \ ■ N 13. NO -MOW OW -MOW MAINTE AN E S�EDING MIXTUR "I ,�,� x' -- -= \ - � � \ / / + BLEND OF/3 TO 5 CREEPING D ESQUES. / / % �- _�� / / ` / \ / SEEDING RAT S: 4-5 LBS PER 1,0 S\F. ,° TO UFFER�_/ ^�\ / `\ /I \ \ \ ____ I \ \ / / / ,\ \ QUANTITY IF YDROSEEDED). ��/ \ / / \ \. ) \ \. , I Fz I \ / / SEEDING DAT S: SEPTEMBER 1 OCT ?B 1 1 AND AP \ x16 9I III / ,97_5 I:11 I - JUNE 15 LESS OTHERWISE APPROVED B N R DR /� ° / \ / >/ -I' -- -- I 1 / LANDSCAP A CHITEC-T ALL AR�AS CALl1E - -T SXIDSCAP 0-MrW / / l \\ l / �� --I\ \ I / „ - o - \ \ / I / N'\F OR LO AINTENANCE 'SEEDING MIXTUREI �i /L/ > \ _ -% I < \ ` - -- - y ' l \1-1 SARAH L. PLA HALL �E SEEDED AS INDICATED.Y,' V / - - ;,_ V � v x /.�2 ° / + , _- - + --+ / � /r / _ _ = AARON L. & 14.-.ACPES GR ATER TN� N 3:1 RE FINING A t'G /SE INP/ I IX,TURE /, / I - �, / ! � A / - --L - / 1361 PG-232) 'SHALL BE COVER D WITH AN EROSIO CONTROL', NET.\ / / ' / \ \ I \ \ `�\ \ \ Is / / \ \ - _ (VOL.VO I_, / 15. 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Clump Form Low Branching Upright ovcl crown Broad oval crown Ovate crown Multi -stem; Low Branched White Note: non -fruiting Pale Pink Bloom ACE ACER CAMPESTRE HEDGE MAPLE _ RED SUNSET RED MAPLE OCTOBER GLORY RED MAPLE ARR ACER RUBRUM 'RED SUNSET' ARID 5 7 ACER RUBRUM 'OCTOBER GLORY ASF ACER SACCHARUM 'FLAX HILL' FLAX HILL MAJESTY SUGAR MAPLE DURAHEAT RIVER BIRCH CHEROKEE PRINCESS DOGWOOD SHADEMASTER HONEYLOCUS_T SKYLINE HONEYLOCUST PRAIRIFIRE CRABAPPLE - - - --- SNOW CRABAPPLE NEWPORT PURPLE LEAF PLUM BND I 3 BETULA NIGRA 'DURA HEAT' CFP 1 3 CORNUS FLORIDA 'CHEROKEE PRINCESSS' GTM 8 GLEDITSIA T. INERMIS 'SHADEMASTER' GTS 4 GLEDITSIA T. INERMIS 'SKYLINE' MPF 10 MAWS 'PRAIRIFIRE' MAL 1 4 1 MAWS 'SPRING SNOW SPRING PCN 6 PRUNUS CERISIFERA 'NEWPORT' JVE TON TPG 28 12 __ 48 JUNIPERUS VIRG. 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B&B CONT. #1 24-30" ht. #3 - 36-42" ht. 36-42" ht. 24" spd.min. 24-30" ht. 24-30" I t. 24-30" ht� - - 30 min.ht. ` 18-24" ht. 12-24" ht. 4-6' ht. - 6-8' ht. 8-10' ht. 8-10' ht. 4-6' ht. 6' ht. 8-12' ht. - 3-4' ht. 3-4' ht. / P -may --T r White to Pink - Double Rosy Purple Single Royal Blue - - GSR NA I ----FT 20 GERANIUM 'ROZANNE' - - - NARCISSUS SPECIES ROZANNE GERANIUM - _ DAFFODILS CONT. BULB #SP5 TOP - - _ -I- 20C24" ht. \ - - -- 18" o.c.; Deep Blue_Ju-Oct. - _. JA --- 4 T I',; 24 -- - I - \ REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 *4 O 04 ca� O V1 T� v �j I H^1 P4 O 1_z 4 I'_1 -41�t A _-Ml o f* r � 44x 9\ �-.....' rT-, ** O 0 "" �4 V1 W `.i w I 4 � `MM W ?� W in �; ►. n z O� W *4 W N W I--. 1Z �o 1 U U ,; ci E N U N OD N n -1 c c 11-1-- h - v N q „Z ,Z 13 r 5 ti N In In M i E .Mo .o d N' c O - 2 Po ,n - <'- o m -I O U 10 se ° c v c tE L' = u I- - 'v c 2-6 d '6 C 5 N E .� a: � w a V ic�yy W J J ! 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CONFIRM\LOC PION X \� WITH PLUMBING\PLANS. \\ SEEDED \ LAWN 2 I SEEDED I o LAWN I \\ �� - 20 ORAPHICO SCALE 20 ACE I ARR 171 / 3=____�-_= I \\� + �� I A \\ PCN SCALE IN FEET W �-- 1 �O U U u 0 1� N c- J c c CON of-- tn 3 —_ N �• n'o c chi c � E _ N C U — t W C U C W 'E, J J J J U c J — Oi O v �W a A H aae�aeccb.uturrtrri ;e`��a¢ CONy1hC�iy� A�:r�PY THE'' . �sCy'�•�i •moo MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE LANDSCAPE PLAN ENLARGEMENT DATE 11/02/2018 COPYRIGHT Moser Piton Nelson Architects DWG. NO. L1.2 2 p,N GERA�� 3g6 PG N\F (VOL. MAR Y SA CZYK (VOL. 2008 PG. 210) \ T�M0THy P. MA CD 0NA LD \ 42� -G 4 1) BASE SURVEY PREPARED BY (VOL. / \ DESIGN PROFESSIONALS, INC. \ AUGUST 10, 2016 J / 1 1 / / 2 REVISIONS CE CONFORMED SET MARCH 22, 2019 / r / / 4 - - STATE PROJECT NO. 132-0088 N Phase 1 of 4 /\ / e - 1- - / 3.2 SEEDED - -- --- / LAWNIV ON O �.. ° / /// /- /// — 1 I // \ ARC) GfM I t� �75.0 / / / / y\ 1 I I \\ / .01 x 75. 7 -- -- W 1 / - W 0 --- Lu Lu qFFnFn LAWN I \ �'; � CD / ARO - I� 71 \\ \\\/�\ \ \\ / v I / \ \ va .. r'� 1 \ O SEEDED 5EEDEDLAWN LAWN \ O ' \\ � N d J c c a SEEDED LAIN` \ ` I \ 1 / 1 / \ �, (� � W F- D U U ci ci (LOW -MOW/ IX)�--� \ I \ 1 / ;'i / \ L N o / , —C / ,. ?J O fn— O LIMIT OF -� / nd Re&u fe d-,� - \ r� - - - - U 00CID REGUL A TEED A - _ - _ - -- - \ / / \ SEEDED LAWN ` - - ~ H I (LOW= -MOW MIX) - /6 Wv = ` 0 / 6 (LOW -MOW MIX) / �8 ' _ _ --- / E \,/ ---__= /_ L0D L D \� -- - =1�0 / ao ti a -- — -- --- _ — —_ -- --_ / cfl — LOD LOD L�O— LOp �� LODLO p— _.—�-----------� EXISTING VEOE�ATION--� __-- _-�. � / L0 _ O o -� o _� TO - �' r qQ — O / ^^ - - --- --_-� �-r_= O -- `_-� — " �i- ° � -��tL9lU{? — s — — — —--LOOD- _ °— CON °0C°s / / A - — s k �s �� r �'�� 7-- 5' -+ - T 5 r 4 ��G '( TFjO' C� __A./ , V X (1 / �� o �- -�- + — + +— �� + +_/� -- — - - ;moo — �;°Z cn:-�� _ J / / // �S•� ° � �� - + -+-- - �' / + + - + + �� + --- Imo_ + + -+- -+ + /� 1_ - /+ + + + /' _ +-- _ - +� + � /ice - ± + _ +— � \ - + � � , - - - r's�o ® g6$''4G`` o + + �{ / '/ / I ` { / + + _ - + —+— f J / / n �'r - -- - - - , %+�_ 1 ' _ j l _- - - - -1-0 - '0°° �fIII sit JpSCAP� ��`' SMH _ + --- TF. 1 D " RCP= / — /+ i ---- — — — +IVR I 1 IL FLO - - - - -- - - - - _ _ _ PILON / i — — — -- — — _ i- 1 /-� �''� f /, WL_-� + + + + + + _ _ 69 _ _ _ __-_ _ NELSON / / , _ _ + + L_ �-- 1 5 //,.'� ��!, L��- - _ _ - - - - _ _ - 1,� _� - _ - _ - +� + + + { + + + - _ ARCHITECTS C` X + + + _ - \\ { — 30 JORDAN LANE / + + + + .�_ + + +� — — — - _ ///�/I _ - — WETHERSFIELD, CT. 06109 +/ / r � WL— _ _ — _ — — _ 5�7——� /+ + + + + { + + + — — �L (860) 563-6164 WL — �� 55_ _ _ o + I + + + + + + +L — — — TITLE — _ _ _ _ _ _ — _ ram- + + + + + +WL +5 + + + + + + + + +� + — - - _ I — _ + + + + + -� + + / + + + + + W+ 5 + + + + + ♦ + + + + + + — �� _ — — LANDSCAPE PLAN 7 — _ — — _ _ — _ WL —5 5 - _� — - --_ , + + + + + + + + + + + + (/1%L +6+ + + -+- + + + + + + + + + + + + +' —� — — + + + + + + �_ + + + + + + + + +'--+ ENLARGEMENT 1 + --+-- + - - + + + + + + + , + + + �- / +-�---- _ + + _. Slb1H -- u►- _ _ �� + + ( 5�2 may_ --__---__ + + + + + + + -�--+ + + + -- _ / �`' + + + + + + — — — — — — + i _ _ _ — — _ 8 REPS _ Z/--/— DATE 11 /02/2018 _ COPYRIGHT _ J / Moser Pilon Nelson Architects + FrMi j / / / / \ \ _ / DWG. NO. GRAPHIC SCALE 0 N\F A 9 NI KKI SCALE IN FEET L1,3 SITE LIGHT FIXTUPJE PRODUCT INFO VIPER S FIXTURE (BEACON BY HUBBELI__) KEY TO SITE LIGHT FIXTURES REVISIONS CONFORMED SET MARCH 22, 2019 0 0 1.0 (V (= (14 a) s E 3 Z U 0) n Z 0- I■ rr.woa.w w i Patio I _w�_- I VIFLK 5 w_. _ N U, Job Type ae,4".oe,rw «�"ale9x C ® r SERIES Approvals SMALL VIPER LUMINAIRE SPECIFICATIONS PRODUCT IMAGE(S) Intended Use: Controls/Options: The Beacon Viper luminaire is available with awide • Available with an optional passive infrared choice of different LED Wattage configurations (PIR) motion sensor capable of detecting 40 and optical distributions designed to replace HID motion 360" around the luminaire. When lighting up to 4ODW 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 light level accordingly. When motion is • Manufactured with die cast aluminum. detected by the PIR sensor, the lu1n1inalre • Coated with a polyester finish that meets returns to full wattage and full light output. ASTM Ell 17 corrosion test requirements Please contact Beacon Products if project and ASTM D522 packing 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 and stainless steel bezel. • e is held t whit internal brass • In addition, Viper can be specified with standoffssoldered too theboardso that it can SiteSync""' wireless control system for reduction in energy and maintenance cost be field replaced as a one piece optical system. while optimizing fight quality 24/7. See • Two-piece silicone and m cro cellular polyurethane foam gasket ensures a ordering information or visit DIMENSIONS weather-proof seat around each individual LED. www.hubbeliflahtina.com/sitesyncfcr more details. Electrical: Installation: -- g _��__ • 100V through 277V, 50 Hz to 60 Hz (UNV), or 347V or 480V input. • Power factor is 2!.90are full load. • Mounting options for horizontal arid, vertical tenon or traditional arm mounting available, I 41/8• _ - • Dimming drivers are standard. but must Mounting hardware included. 0 contact factory to request wiring leads for p•N,LyI,; purpose of external dimming controls. • IFS polyester powder -coat Electra -statically I i Front • Component -to -component wiring within the applied and thearmxured. 1 Itiminetire may carry no more than 80% of • IFS finish consists of a five stage pretreatment A B C Weight: EPA rated load and is certified by UL for use at regimen with a polymer primer sealer and top 600VAC at 90°C or higher. coated with a the rmosetsuper TGIC polyester 22.75" 16.75" 11.25" 15.0 Ibs .67 fte • 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 only performance specification which includes MOUNTING OPTIONS • Fbdure electrical compartment shall contain all passing a 3000 hour salt spray test for _ _ �--- LED driver components and shah be provided corrosion resistance and resists cracking or ``- + I j "o I' I with a push-button terminal block for AC loss of adhesion per ASTM D522 and resists JLu power connections. surface impacts of up to 160 inch -pounds. Skis v aw Back Vew • The housing is designed for an optional twist RA RectangularArm lock photo control receptacle. Vsfings: • Ambient operating temperature -40°C to 40•C • DesignLights Consortium (DLC) qualified, Accepts 2 sra-OD............ ...o • Surge protection - 2OKA. consult DLO website for more details: http:// terra,, min • Optional 7-pin ANSI C136.41-2013 twist -lock www.designlights.org/QPL 4-long Photo control receptacle available. Compatible * Certified to UL 1598 and CSA C22.2 No.250.0 Side view SF2 2.3re• OD Slip Fitter Back View with ANSI 0136.41 external wireless control . IDA approved devices. I-18 3/4' ORDERING INFORMATION ORDERING EXAMPLE.VPS/36NB-80/5K/T4NNV/PCR-TL/SWP/BLC/RA/BBT Accessories and Services !Ordered Senarateiyl „ Number Catalog -1 Description. SWUSB* S)beSync 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 SiteSync 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-REMOTE Remote Control for SCP/ F option. Order at least one per project to program and control SW7PR4 SiteSync 7 Pin on fixture module On/Off/Dim, Daylight Sensor120-480VAG VPS-36NB-80-3K-T4 MOUNTING HEIGHT: 12' VPS-36NB-80-3K-T4 MOUNTING HEIGHT: 16' 4-�a �9- .- daa VPS-36NB-80-3K-T4-BLC MOUNTING HEIGHT: 12' VPS-36NB-80-3K-T5 MOUNTING HEIGHT: 16' \ N\F MICHAEL J. & VALERIE K. TPA C Y \ (VOL. 1323 PG. 77) •LifeshiekdTNI Circuit- protects ltxninaire from • This product is approved by the T VP•S/24NB-55/5W=NWSWPM-2VAA/DBT SdeSync with Motion Cobol Hubbell Control Solutions -Accessories (sold separately) ®p. /Gx h h (VOL. 40 he he ho ho MARCEL E \& SUSAN F. [��] 111 I I VPS viper -small 24NB-55 55W, LED 3K 3000K UNV 120-277V ii4f 01 E Fbasic black array 4K 4000K 347V 347V BLC3 backlight textured 3UNB-700 70W, LED 5K 5000K control ; BMT black matte array 480V 480V with photo textured 36NB-BD 8OW, LED control r . array PCR-SC Twist lock : ' r r ' ' WRT white textured 48NB-110 11OW, TI type I rerepiade BSP bird spike MBT metallic bronze LED array TZ Type i with short- textured ing cap 6ONB-136 136W, T3 Type III PCRU Twist lock BZT bronze textured LED array T4 Type N receptacle DOT dark bronze 2PP dual power r a E textured T5R Type V, rectangular feed RA rectangular arm for round GYS gray smooth T50M Type V. 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 GNT green textured FR front row auto GENT-)W Energeni PK2 2 3/8" adjustable knuckle MST metallic silver Optic SWP'A SiteSync Wireless Pre -Commission WB wall bracket (use with SF2 textured SWPM1zb SdeSync Wireless Pre -Commission or PK2), SF2 standard MiT imerliicc titanium xtuHOUSE r r ACCESSORIES w/ Motion Detection HSSNP-S/90-FB/)0(X 90• shield front or back MODIA Motion Dimming Detector OWI old work) Iron RAIL - HSSNP-S/90-LR/XXX 90° shield left or right HSSNP-S/270-FBl)00( 270* shield front or back HSSNP-S1270-LR/XXX 270° shield left or right HSSNP-S/360/XXX Full shield PopwA xx0(with mhtlon far desired fxY91tmW0 (Beta to papa 5 for shield images) ' Must specly a am zone trdamatinatomeoladecsee w ins eughtingem'conadws"mNxtureadebla. $4ao�ptl�cI date;°. anw*,p WM eta mashie MW ' To rob le optics Lea or right 90 6epem, specify L or R alkr the optical &Mrdm emnpla T4L `m ordx'VErc,gri.sr,,'9/tMroua-e MbNlWe(mmmD GD6-01).See EneN�hmi-.4kwbuplmabr.Wt g bDSe aria opfmrc, Non arai:.tk 1111 SOf <DaM4 Note dixt a3gNor48P!irpR pprmcd by be Ronda Fsh atdwdd6b ommatim camNaim.sep•rate spec meaw at 14Nl,,011?Mo m9ctswm/metV141noumb �_fks,%t+I smaAim aft- PM-s11 t,W •aaaraM wnnswP aa1 swvM silesyreaptbns PRECOMMISSIONED SITESYNC ORDERING INPORMARON: When ordering a fixture with hie SfteSync lighting control option, additional Information vdH be required to complete the order. The SiteSync Commissioning Form or alternate schedule information roust be completed. This form includes Project location, Group Information, and Operating sched le& For more detailed Information please visit mm.HubbellUghUng.cmUprodmWsbspx or contact Hubbell Lighting tech support at (80D) 345.4928. SiteSync tributes with Motion control 6V M) require the mounting height of the fixture for selection of the lens. Examples:VP-W4NB-55/5IQT3AW1W/PAWT Sitesyne only excessive temperature. The device d device shall be abl Florida Fish and Wildlife Conservation . shall activate at a specific, factory -preset Commission. Separate spec available at: � Moo ORDERING INFORMT1GN: When ordering a Rdurewith the motion detection option (MOD), please specify the temperature, and progressiv8ly reduce power Ll 1 appropriate Information. These settings are specified Ill the ordering as shown in the example below. '» over a finite temperature range. Operation shall Warranty: w-S724NB-55W3UNVIMDD - 11 t 36 30 min. - 33� % - / RAW be smooth ands the eye. Fore limited warranty for more nformation visit )� b PK2 2.3lS' Sensor Urrvt to 30' tix - Sensor and vNmaiaSs camas and a ireless c J / J� desgnedundetectable 'f Thermal circuit is designed to 'fail on" allowing the luminaire to revert to full power shoodd riot be tined above horizontal High to Dim Delay tow Level Mounbri g 1lelght�) in the event of an interruption of its power I-22.50" supply, or faulty wiring connection to the ' The T - won oreemig N ieN)mc at least one at,rise two Imenacie OpOons must DO or0erea per prolom +Avallable as a SbSyna retrofit sdlabn for fbTures with an mastirg 7pin receptacle. G.0 b0 b0 / G+ h0 0.0 0.0 __ 0 he b0 / / Gx be he ho �bo b.0 he ho he b / / Gx b.o bo b.o a he ho h0 ho he / / ho ho he b.o ho ho ho ho G x ho ho 0 //// „y ho hcrao ho he he ho/ •ir6 W to he ho / / Gx ho bp-� he he ho <o .-h3 ht hz b h he N\F \ JOHN A. PINTO JR. & DIANE L. PIN TO 7 PG 74) he �/ Q o ho ha _�, as a, 6 5 10 o as \ FA U TEUX \: F �� \ ` _ Gx o ho he h, N2 h6 is 2\ be he ho he bA he (VOL. 130 PG. 95) // \ 1 / ho bo bo h, i.z 43 its +h, b.o he b.o b ao bo b.o ho o.o he oo / G+ 444888 1 N F / he bl h2 he 1.4 9 4 b.2 ho he W \ & L A URE T TE ho he b. ho ho he ho ho ho b b e he / A RA YMr uN� __ 8-00 e)O- 91 For additional Information related to these accessories please *it wY/w hubhelkadydsWlNare Coln. options � BI L L /G with other G-10V control devices (occupancy - q h, b2 4 to is he ho o.o no bo .0 he he he o ho he ho ao sensors, extemal dimmers, etc.). y provided for use with Integrated sensor, please view specification sheet ordering fnfartMliOn tads for deta6s. wall Bracket (WET) SiteSync 7-Pin Module ht h, h he 1.1 12 h hd•` ho ho \ a0 0 0.0 0.o oo ' o he he o.o ao ao o.o , ho, he b. ao 0.0 LEFT ROTATED OPTIC RIGHT ROTATED OPTIC -� 6.00' - • AB of the SiteSync Features in a new form ax o.50' [- 51/2• • Available as an accessory for new Construction or retrofit h, a2 h3 6 h h h \cap bo no a ao he ho o he ho he he be o.o o.o b.o he 0.0 0.0 applications (with existing 7-Pin receptacle) CERTIFICATIONS/LISTINGS • Available on all products that have a 7-Pin receptacle o., ht h4 0.7 i.o dt, o.o ao 00 0.0 o he oo b ' o he he bo o.o o.o o. oa o.o o.o b.o o.o o.o o. ao b.o T I ELEW S 0 5.00 \ SiteSync= he 'or hl h3 h7 ; x7 1 he N \F 0.0 0.0 .0 0.o 0.0 .o he o.o ho o.o b.0 0.0 bo 0.0 0. ho o.o no he b.0 o b.o Cap.DB SL 12 MIL TON G. JA CKSON, JR• / N \ F 2.38' Sw7PR hi h, 3 b. i.6 43 1 H: he ho (VOL. 22I3 PG. 307) ho he o.o oo 0A ho 0.o b.o he be b.o 0it eo __b_e be o.0 b0 cot he oo bo 0.0 0. 0.0 0.o MADER '30001<a0a wamrxCois tidy N. Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 taaee®.� HUBBELL Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ffl?" .L HuE3BELL he hi b its 1.I 4.1 6 \ bo he oo he ho he he ho ho ho ho ao ao 0. 0.0 .0 0.0 ho bo 0 0. o. o.o ha b.o o.o o.a o.o D.o APRiL 349) Due to our rAn0rlued efforts to Improve our products, product specifications are subject to change without notice. ® Lightingp�Cf��/�►�A�N Due to our continued efforts to improve our products, product specifications are subject to change without notice. ®• Lighting N \3 9 P G. 02015 BEACON PMD11Cr8, All Rights Reserved • For more klrame m vast our websk, wwwheawWoducts.can • Prbded m USA MARCH 29, 20181:45 PIA ® I— ,<�i =�......�� 02017 BEACON PRODUCTS, An Rigi is Reserved • Fa mae blamation vVA auwebsite: wwwJmcmKoAKi cam • Prleled h USA MARCH 29, 20181:45 PIM \ JAMES & MA RION C. � � (VOL.VOL 9 0.1 0.2 '0.3 b ;.1 ;.4 6 b.o oo he ho ho ho he ho he he ho he ho ha ao iao o.o 0.0 he 0.0 oo oa o.o o.o he bo he ho ho h o.o ho ho Fl TZGERAL D � hi 0.1 0 0A h7 b6'. a, be do 0.0 ho o.o b.o he a ho he to oo bo he he ho ho ho he ho he b.o oo ho h o. mho ho bo bo ho he o ho ho he he he ho /11 O. \ br 01 02 b. h6 b.9 he h be o.o o.o be ao ho ho b.0 he o.o 'o.o ho he ho 0 b ho ho he ho ho ho he he oo he he h 9- b5) ho he ho he ho bo he ho 0.0 0.0 0.0 ho he to ho ho LUMINAIRE SCHEDULE & CALCULATION: �' G� 00, b.o 03 z h4 `, b.a .3 h h4 D.I b.o 0.a o.a o.o he he b.o ho ho b.o ho ho �aTS ho ho bo bo b.1 b.1 0.1 o.t at o.1 h1 b.o oo ' o he �h, ��mo ba ho ho ho bo 0 0.0 0.o b.o ha ao ho bo oa ho ho bo ho _ �� BASE SURVEY PREPARED BY DESIGN PROFESSIONALS, INC. AUGUST 10, 2016 1 Luminaire Schedule Qty Label Watts Arrangement LLF Description --- __ 6 SL4T-16 83.8 BACK -BACK 0.900 (2 HEADS) Beacon VPS-36NB-803K-T4-UNV-RA-x / MTD to 16' Pole 1 SL4T-12 83.8 BACK -BACK 0.900 (2 HEADS) Beacon VPS-36NB-803K-T4-UNV-RA x / MTD to 12' Pole 1 SL5-16 83.8 SINGLE 0.900 Beacon VPS-36NB-803K-T5QM-UNV-RA-x / MTD to 16' Pole 3 SL5-12 83.8 SINGLE 0.900 Beacon VPS-36NB-80-3K-T5QM-UNV-RA-x / MTD to 12' Pole 15 SL4B-12 83.8 SINGLE 0.900 Beacon VPS-36NB-803K T4-UNV-BLC-RA x /MTD to 12' Pole 5 SL4-16 83.8 SINGLE 0.900 Beacon VPS-36NB-80-3K T4-UNV-RA x / MTD to 16 Pole 8 SL4-12 83.8 SINGLE 0.900 Beacon VPS-36NB-803K-T4-UNV-RA x / MTD to 12' Pole 1 SL2-16 83.8 SINGLE 0.900 Beacon VPS-36NB-803K T2-UNV-RA x / MTD to 16' Pole 2 SL2H-12 85.9 SINGLE 0.900 Beacon VPS-36NB-80-3K T2-UNV-RA HSS / MTD to 12' Pole Calculation Summary Label Units Avg Max Min Avg/Min Max/Min caloPts 1 Fe 0.65 14.3 0.0 N.A. N.A. Drive Lanes Fc 1.98 6.1 0.4 4.95 15.25 Parldng Lots Fro 1.68 6.0 0.5 3.36 12.00 Catalogs• Description NXOFM-lRiD-M On4bdure Module (7-pin), On / Off / Dim, NX Distributed Daylight Sensor with HubbNET Radio and InteligenceTM Bluetooth® Radio,120-4BOVAG WIR-RME-L On-fildure Module (7-pin or 5-pin), On / Off wiSCAPETM / Dim, Daylight Sensor with wiSCAPE Radio, Lighting Control 110-480VAC \ h1 oA a4 a La 49 b St. 2 hi ao ho ho ho o.o o.o ho ho he ho bo ao an be ao hi a, a, h2 a2 a, b.t 0.1 hi Or hi &I h1 h1 bA .1 ao b.o ho o.o eo 0.o no eo o.o o.o o.o ao ao 0.0 ao ao b.1 hz h1 a H: w L4B-12 hI h1 he la loci h3 h1 h1 ho ho ho ho o.o he ho o.o ho ho ho h b o bA o , hi h1 hz hz os o.4 oa its its b.z o.I bA I h1 h2 loci o. 0.1 ho o.o ho o.o he bir o.o o.o .o a, hto. o h4 0.3 as i N\F 12 B. 1 JAMES H. & LOUISE h1 b2 h4 i i2 h \ h 0 o he he he he oo ho he b.0 h0 h0 h0 lot h1 b.1 'bs 5 be he b.e b2 b2 its h4 its h2 h1 h0 b0 h9 H' �i i.o bs 0.7 }a t3 4.1 i7 i.3 \ LovETT \ / (VOL.2 PG 9) hi b' c.s t4 h\ b. .1 hI ho ho o ho he ho bo hy� ho ho ho he h1 h1 ki ht h2 03 1�zo \ 12 11 }.2 ha i -I? h1 ho he hI he hl 15 4.3 17 1.5 to h6 h6 t T . _ . . � . 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NO. MH:'j 412 b 9 b 7 0.1 0.1 0.1 0.o I o.o o.o b.o o.o o.o o.o o.o o.o o.o o.o b.o 0 0.0 0.0 0.o b.o o.o GRAPHIC SCALE 0.0 0.0 0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 4. 0 3.2 1 1.6 1.1 1.3 1.3 0.9 0.7 6.6 0.7 0.8 1.2 1 1� " - MH: 12 � 20 10 0 20 0.0 0.0 0.1 0.1 0.2 012 0.2 0.2 0.3 0.8 2.8 4.7 4.0 4.3 2.1 1.0 0.8 0.8 0.6 0.5 0.5 0.5 0.5 0.6 0.8 09 .6 0.4 .3 0.2 0.1 0.1 0.0 I)91 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 0.0 0.0 OA 0.0 0. 0 SCALE IN FEET L2.2 - SL5 12 ® MH: 12 / 0.9 0 C 0.3 0.7 3.0 4.1 4.1 4.3 .7 0.2 0.1 0.1 0.1 0.2 82 0.2 0.1 0.1 0.1 0.2 0.3 0.3 :4 0.4 0. 0.4 2.6 3.0 2.9 2.9 .4 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 A2 - 9.i 0.2 9.4 0. 0.1 - A A - 0.0 9.9 9.9 i lV \ F DANIEL J. MA THEWSON (VOL. 2436 PG. 90) 0.0 0.o 0.0 0 0.0 0.0 +0.0 n.n n h.n +n.n 0•n 0. 0 0 0.0 0.0 0.0 0.0 0. 0I 10 I 0.0 0.0 ° rl 11411 _O.a -I A b.0 0.0 � .0 I vo�_� I .11 0.0 0.0 .0 0.2 I 0 1 0.0 0.o b.0 0.3 0.1 + . 1 0.0 0.0 0.1 0.1 II o.o o. 0.0 0.o 0.0 .0 f I o.o I 0.0 b.0 b.o �-o 0.0 0.0 I I I <I I L i 0 WI zl O O N N O N � M0L11 T i(0N GENERAL , T T�� 1. DEMOLISH COMPLETE BUILDING INCLUDING ALL EQUIPMENT, FURNISHINGS AND STRUCTURE IN ITS ENTIRETY. REVISIONS CONFORMED SET MARCH 22, 2019 1965 ADDITION 1964 BUILDING U +/- 226'-8" VERIFY IN FIELD 4 [D2 0 Lip s kNSF. 1R 3E 2. DEMOLITION NOTES ARE FOR GUIDANCE ONLY AND ARE GENERAL IN NATURE. IT IS NOT THE INTENT TO POINT OUT EACH ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IN FIELD ALL EXISTING MATERIALS, EQUIPMENT, AND CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS OF EACH ITEM NOTED AND/OR SHOWN TO BE DEMOLISHED, OR AS REQUIRED TO PROVIDE COMPLETED WORK IN ACCORDANCE WITH ALL CONTRACT DOCUMENTS. 3. REFER TO SITE AND ABATEMENT DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. COORDINATE WITH SITE DRAWINGS FOR REMOVAL AND DISCONNECTS OF UTILITIES REQUIRED FOR COMPLETION OF ALL WORK. 4. CONTRACTOR TO COORDINATE REMOVAL WORK WITH ABATEMENT DRAWINGS AND HAZMAT REPORTS. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT. 6. COORDINATE WITH PROJECT MANUAL FOR SEQUENCING OF DEMO IN RELATION TO NEW WORK, DIVISION 0. l IE STATE PROJECT NO. 132-0088 N Phase 1 of 4 � O � � o z Nab Ao � � woo O ��A z w w�� O w�� o f� H � W W `tttttttt r r r s r rr�� f��. ,`,,,,•o� coNFc,,,�,, JNCAry �= Lt •* pv MOSER NELSU"N ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE DEMOLITION FLOOR PLAN DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. D1e0A REVISIONS DEMOLITION GENERAL NOTES R H 22, 019 T 1. DEMOLISH COMPLETE BUILDING INCLUDING ALL EQUIPMENT, FURNISHINGS AND STRUCTURE IN ITS ENTIRETY. 2. DEMOLITION NOTES ARE FOR GUIDANCE ONLY AND ARE GENERAL IN NATURE. IT IS NOT THE INTENT TO POINT OUT EACH ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IN FIELD ALL EXISTING MATERIALS, EQUIPMENT, AND CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS OF EACH ITEM NOTED AND/OR SHOWN TO BE DEMOLISHED, OR AS REQUIRED TO PROVIDE COMPLETED WORK IN ACCORDANCE WITH ALL CONTRACT DOCUMENTS. 3. REFER TO SITE AND ABATEMENT DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. COORDINATE WITH SITE DRAWINGS FOR REMOVAL AND DISCONNECTS OF UTILITIES REQUIRED FOR COMPLETION OF ALL WORK. 4. CONTRACTOR TO COORDINATE REMOVAL WORK WITH ABATEMENT DRAWINGS AND HAZMAT REPORTS. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT. 1965 ADDITION I 1964 BUILDING D2.o 6. COORDINATE WITH PROJECT MANUAL FOR SEQUENCING OF DEMO IN RELATION TO NEW WORK, DIVISION 0. STATE PROJECT NO. 132-0088 N Phase 1 of 4 I I I O ,. l I 1 O II � o O I I I I I I i I I I I I Z Ir■�1 00 I I , 6 ►� w .. I I I I I D2.o I I I I I O 00� 5 D2.0 \ XISING UILdING 1 0 BE I I I Y D2.0 � O DEMOLIS ED I i I I I � I � I I I O !'r■, COURTYARD I I, D2.0 3 I I 8 I I 1 D2.0 I I I � R \ I \ I I I L I i I I I I II ( — o I I 1999 MODULAR CLASSROOM ADDITION Go � I w I•_r� ��CAfV ~ 4 r Z? O -4 'C2 EXISTING MODULAR t` TRUE NORTH CLASSROOMS TO BE �� L T A Y 1 DEMOLITION ROOF PLAN �, DEMOLISHED D1.0B 1/16" - F-0" IMOSER PILON 4 NELSON D2.o ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE DEMOLITION ROOF PLAN DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. D190B 0 0 N N 0 N m E z U U z 2 ;— GRAVEL STOP, TYPICAL - _ - T I BRICKS - - BRICK I I �!��IflNI��I i I u 9 I u1: ul ull N ILI I _ L I , I I I I I I I I I DEMO EAST ELEVATION 1/16" = P-0" I i I i I I I I I I I I I I I I I I I - GRAVEL STOP, TYPICAL ----------------1 n —_Lj--_—_—_---- I ! -`-- -- — -- �i'T�"T� FFM F71 RICK .rT.._ 711 I BRICKHifl! ! � LLLIJ IIH. LJ L" I I -I ALUMINUM WINDOW SYSTEM ALUMINUM WINDOW SYSTEM i i I I I DEMO NORTH ELEVATIO 1/16" = 1'-011 i I I I I I I I GRAVEL STOP, TYPICAL I I I I I - --- —�— — --- — -- I -- _ —_-- _--4-J I I BRICK I�� IFT I CI 1 -1711 I ! BRICK I I II UT-�7HI�. ALUMINUM WINDOWS SYSTEM I I I I I I I I I I DEMO WEST ELEVATION 1/16" = F-0" I I GRAVEL STOP, TYPICAL I IT=-__ - _ ____ _� - - BRICK I I",- I-----�---� I I--1-�- -� I I �-�- --� I I� I I �- -�-p I I �Tr, I fi BRICK ! 7 ;, : , y r ffild±L± l 1- ALUMINUM WINDOW SYSTEM DEMOLI=TION GENERAL NOTES 1. DEMOLISH COMPLETE BUILDING INCLUDING ALL EQUIPMENT, FURNISHINGS AND STRUCTURE IN ITS ENTIRETY. 2. DEMOLITION NOTES ARE FOR GUIDANCE ONLY AND ARE GENERAL IN NATURE. IT IS NOT THE INTENT TO POINT OUT EACH ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IN FIELD ALL EXISTING MATERIALS, EQUIPMENT, AND CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS OF EACH ITEM NOTED AND/OR SHOWN TO BE DEMOLISHED, OR AS REQUIRED TO PROVIDE COMPLETED WORK IN ACCORDANCE WITH ALL CONTRACT DOCUMENTS. 3. REFER TO SITE AND ABATEMENT DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. COORDINATE WITH SITE DRAWINGS FOR REMOVAL AND DISCONNECTS OF UTILITIES REQUIRED FOR COMPLETION OF ALL WORK. 4. CONTRACTOR TO COORDINATE REMOVAL WORK WITH ABATEMENT DRAWINGS AND HAZMAT REPORTS. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK. REPORT ANI'' DISCREPANCIES TO THE ARCHITECT. 6. COORDINATE WITH PROJECT MANUAL FOR SEQUENCING OF DEMO IN RELATION TO NEW WORK, DIVISION 0. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 O O W F—i � ■� � Ao � Woo za O W 1■� I 4 DEMO SOUTH LEVATIO D2.o 1/16" — F-0" I I I I I I I `�`�a�l/asttuurtr e�r� f0 Ages I GRAVEL STOP, TYPICAL I nL-u1V111VVIV1 YYIIYLJ vv V 1 V 1 LIYI DEMO EAST ELEVATION 1/16" = F-0" - GRAVEL STOP, TYPICAL %f -r�r -_ IfII I�I - ALUMINUM WINDOW SYSTEM DEMO WEST ELEVATION 1/16" = F-0" I I I I I I I I I I - � GRAVEL TOP, TYPICAL �t- - --- - - - - - - -- --- ---- - - - - - -- -- - I BRICK -� 1 ALUMINUM WINDOW SYSTEM j n DEMO NORTH ELEVATION 1/16" = F-0" I GRAVEL STOP, TYPICAL I I I --- - - --------- ----- — — — — — — — d BRICK [�j4 HN kyI ' ALUMINUM WINDOW SYSTEM I g DEMO SOUTH ELEVATION D2.o 1/16" = F-0" KEY PLAN N.T.S. 2 EXIST. BUILDING 6 5COURTYARD 7' / 'w • MAIN ENTRANCE 41 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE DEMOLITION ELEVATIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. D200 REVISIONS HAZARDOUS MATERIALS ABATEMENT NOTES (SEE SPECIFICATIONS FOR f�DDITIONAL INFORMATION NOT INCLUDED ON DRAWINGS) SEE 1.09C 114 ASBESTOS ABATEMENT SPECIFICATION AND PCB SPECIFICA T IONS: (� THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF ASBESTOS CONTAINING FLOORING MATERIALS (INCLUDES MULTIPLE LAYERS OF CARPETING, ADHESIVES, FLOOR TILES/MASTIC, SHEET FLOORING, CONTAMINATED NEWER MATERIALS AND OTHER FLOORING MATERIALS) AS ACM (INCLUDES DEMOLITION OF NONMOVABLE OBJECTS, WALLS, ETC. TO ACCESS ALL MATERIALS). 2� THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF ASBESTOS CONTAINING PIPE FITTING/ROOF DRAIN INSULATION INCLUDING ADJACENT ATTACHED FIBERGLASS INSULATION AS ACM. THE CONTRACTOR SHALL REMOVE ALL FIBERGLASS INSULATION AS WELL. INCLUDES ALL INACCESSIBLE CHASES, AREAS BEHIND WALLS, CEILINGS AND FLOORS AFFECTED BY DEMOLITION ACTIVITIES. INCLUDES ALL DEMOLITION OF CEILING TILES, CEILINGS, WALLS AND FLOORS (INCLUDING TERRAZO AND CONCRETE FLOORS) TO ACCESS MATERIALS. 0 THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF ASBESTOS CONTAINING SINK UNDERCOATING AS ACM. THE HAZARDOUS MATERIALS CONTRACTOR SHALL REMOVE AND DISPOSE OF ASBESTOS CONTAINING SHEETROCK/JOINT COMPOUND AS ACM. THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF ASBESTOS CONTAINING TANK INSULATION INCLUDING ALL FIBERGLASS INSULATION AS ACM. © THE HAZARDOUS MATERIAL ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF ASBESTOS CONTAINING ELECTRICAL INSULATION AS ACM. 7�. A) ADD ALTERNATE #5 - THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF ASBESTOS CONTAINING WALL_ ADHESIVES AND CONTAMINATED SUBSTRATES AS ACM. B) ADD ALTERNATE #6 - THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF ASBESTOS CONTAINING WALL_ ADHESIVES AND CONTAMINATED SUBSTRATES AS ACM. ® THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXTERIOR/INTERIOR WINDOW/DOOR/WALUPANEUSYSTEMS (INCLUDING ALL GLASS, METAL, ETC.) AND SOFFITS AND OVERHANGS AND CAULKING, GLAZING, SEALANT COMPOUNDS, INTERIOR CAFETERIA, MAIN OFFICE, 9A, GYM OFFICE, ROOM 28, LIBRARY WINDOW SYSTEMS AND CAULKING AND GLAZING COMPOUNDS, INTERIOR DOOR SYSTEMS AND CAULKING COMPOUNDS THROUGHOUT THE BUILDING ADDITION AS A SINGLE ATTACHED MATERIAL AND DISPOSED OF IN A LANDFILL PERMITTED TO ACCEPT CTDEEP REGULATED WASTE <50 PPM PCB AND ASBESTOS WASTE. THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR SHALL REMOVE AND DISPOSE OF PCB CONTAINING WALL/CEILING PAINT AS CT DEEP REGULATED PCB WASTE (<50 PPM). i 19Me - THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR IS RESPONSIBLE FOR -THE VERIFICATION OF ALL EXISTING CONDITIONS AND FOR NOTIFYING THE CONSULTANT OF ANY DISCREPANCIES PRIOR TO FINALIZING BID. 2. THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY WATER, POWER, AND HEAT AS NEEDED AT THE SITE (24 HOURS A DAY). TEMPORARY LIGHTING WITHIN THE WORK AREAS MUST BE CONNECTED TO GROUND FAULT CIRCUIT INTERRUPTER (GFCII) POWER PANELS INSTALLED BY A STATE OF CONNECTICUT LICENSED ELECTRICIAN AND LOCATED OUTSIDE OF THE WORK AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FOR THE USE OF POWER AND WATER UNLESS THE OWNER AGREES IN WRITING TO PAY FOR THESE UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL FIXED AND TEMPORARY CONNECTIONS AND (HOOK-UPS AS WELL AS OBTAINING PERMITS AND PAYING ALL FEES FOR MAKING SUCH SERVICES AVAILABLE FOR HIS WORK AS IS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL BUILDING MATERIALS AND ALL THE ASBESTOS AND PCB CONTAINING MATERIALS WHICH IN SOME CASES IS SEVERAL LAYERS OF WALL, CEILING AND FLOORING MATERIALS. THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR MUST PERFORM ENOUGH DEMOLITION TO ACCESS ALL AQQr-:QTnc/Dr'Q rnA1TA1N11NIf_ RAATGQIAI C Tn RF 9?=nnn\/i=n VVL.V I VVII VV VVitl l/ II tl11tlV IYI! I LI\1LV I V VL 1\LIYIV V t—V. 4. EXTERIOR ABATEMENT/REMEDIATION WILL BE EITHER REMOVED IN CONTAINMENT (INTERIOR) OR THE ABATEMENT/REMEDIATION CONTRACTOR WILL INSTALL POLYETHYLENE SHEETING ON THE INTERIOR OF THE BUILDING AND REMOVE MATERIALS FROM THE EXTERIOR. ALL GROUND SURFACES MUST BE PROTECT WITH PLYWOOD AND A MINIMUM OF TWO LAYERS OF 10-MIL REINFORCED POLYETHYLENE SHEETING. THE CONTRACTOR WILL PAY FOR ALL CONTAMINATION/REMEDIATION/ ABATEMENT OF INTERIOR AND EXTERIOR SURFACES, INCLUDING GROUND SURFACES. THE CONTRACTOR WILL PROVIDE TEMPORARY SHORING IN AREAS THAT REQUIRE IT. 5. THE REMEDIATION/ASBESTOS ABATEMENT CONTRACTOR, THEIR SUBCONTRACTORS, WASTE TRANSPORTERS MUST SUBMIT LANDFILL INFORMATION TO LANGAN AND THE OWNER PRIOR TO THE SHIPMENT OF ANY WASTE. THE CONTRACTORS)/HAULER(S) CANNOT SHIP WASTE UNTIL_ LANGAN AND THE OWNER HAVE APPROVED THE LANDFILL THE CONTRACTOR/HAULER IS/ARE PROPOSING TO SHIP THE WASTE TO. ALL TCLP SAMPLING OF THE WASTE MUST BE PERFORMED BY THE CONTRACTOR (IF TESTING IS APPROVED BY LANGAN AND THE OWNER) WITH LANGAN PRESENT AND THE RESULTS MADE AVAILABLE TO LANGAN AND THE OWNER PRIOR TO WASTE SHIPMENT. LANGAN MAY PERFORM ADDITIONAL TCLP SAMPLING TO CONFIRM THE CONTRACTOR'S RESULTS. PLEASE SEE THE ASBESTOS, PCB, AND LEAD -BASED PAINT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND CONTRACTORS LIABILITY. CONFORMED SET MARCH 22, 2019 CTATC DDn if_r-r Rln J 1/11L 1 1xOd l IV\./. 132-0088 N Phase 1 of 4 I L I—� I l i I I i LANGAN TITLE HAZARDOUS BUILDING MATERIALS ABATEMENT PLAN DATE 11 /02/201 8 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. BM-0 Filename:\\1angan.com\datMNH\data1\140186101\Project Data\CAD\01\2D-DesignFiles\Hazardous Materials\FG01-140186101-H-AA0101.dwg Date: 1/24/2019 Time: 09:57 User: hgriesbach Style Table: Langan.stb Layout: ARCHF-SL REVISIONS CONFORMED SET MARCH 22, 2019 1 VIEW FR A0.1 O O ADO C O STATE PROJECT NO. 132-0088 N Phase 1 of 4 <<�afr+ra!l,ri .O"r1CAlV p j'j Ci dk i 20 � • w MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE 3D VIEWS (FOR REFERENCE ONLY) DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A0*1 2 1 ►o REVISIONS EXTERIOR WALL STUD BACKUP TYPES: E1�nl! ERI®R WALL ASSEMBLIES CONFORMED SET ROOF ASSEMBLIES MARCH 22, 2019 3/4" = F-0" 3/4" = 1'-0" A U KAASOniPv XAIAI I COnic rR IArITP c-nin BACKUP TYPE W5 NOTES: 1 2/19119 BID SUPPLEMENT 1 6 5 4 PVC ROOF WITH DECORATIVE BATTENS ROOF - 4" BRICK VENEER CONSTR. - R1 - AIR SPACE 1. REFER TO WALL SECTIONS AND PLAN DETAILS FOR EXTERIOR WALL A0.3 A0.3 A0.3 Rt, -MASONRY ANCHORS AT 16"o.c. MAX. CONSTRUCTIONS. - DECORATIVE PVC BATTENS AT 25"o.c. - 3" RIGID INSUL. 2. INTERIOR FINISH MATERIALS VARY ON WALLS -- REFER TO INTERIOR ELEVATIONS - FULLY ADHERED PVC MEMBRANE ROOFING AND FINISH SCHEDULE. - 5/8" COVERBOARD - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING 3. AT CERAMIC TILE LOCATIONS, PROVIDE 5/8" GLASS MAT -FACED TILE BACKER - (2) LAYERS OF RIGID INSUL. WITH STAGGERED 0 oc - 6" COLD FORMED METAL FRAMING AT BOARD IN LIEU OF 5/8" GWB. JOINTS 5.5 TOTAL (R-30 MIN.) g 4. COORDINATE WITH CODE DRAWINGS FOR RATED WALLS AND SMOKE PARTITIONS. Cr 16' o.c. MAX. STRUCT. METAL ROOF DECK AND SLOPED STRUCT. � w - 5/8" GWB PROVIDE SAFING PER DETAILS AT SMOKE PARTITIONS; SAFING WITH FIRESTOP FRAMING Ix z COMPOUND AT RATED PARTITIONS. 5. WHERE GWB IS NOTED, USE WATER-RESISTANT TYPE ON ALL WALLS OF WET 1 ROOF SCREEN: PVC ROOF WITH DECORATIVE AREAS (INCLUDING TOILET ROOMS, SHOWER ROOMS AND LOCKER ROOMS). - R2; BATTENS ROOF CONSTR. - R2 6. WHERE BATT INSULATION IS NOT ENCASED BY GWB BOTH SIDES, PROVIDE WIRE SUPPORTS AS NECESSARY. �- 6 -DECORATIVE PVC BATTENS AT 25"o.c• 7. PROV'IDE BLOCKING IN WALLS AS REQUIRED FOR ITEMS ATTACHED TO STUD WALL. A0.3 -FULLY ADHERED PVC MEMBRANE ROOFING 5 MASONRY WALL CONSTR. WITH STUD COORDINATE WITH ALL DRAWINGS. o - 5/8" COVERBOARD BACKUP -TYPE W5A bo -STRUCT. METAL ROOF DECK AND SLOPED STRUCT. - 4" MONUMENTAL SIZE GROUND -FACE op I ! i ' , I � � I � � � ! � � � I I , Ao.3 3 :: � FRAMING EXTERIIOR WALL MASONRY BACKUP TYPES: STATE PROJECT No. CMU VENEER -AIR SPACE 132-0088 N o - MASONRY ANCHORS AT 16"o.c. MAX. Phase 1 of 4 R3> EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - 3 RIGID INSUL. -SINGLE-PLY FULLY ADHERED ROOF MEMBRANE - CONT. FLUID -APPLIED AIR BARRIER u - 5/8 GLASS MAT PAPERLESS SHEATHING MASONRY WALL CONSTR. -TYPE W1 5 0 - 5/8" COVERBOARD w - 6" COLD FORMED METAL FRAMING AT A0.3 C. N - (2) LAYERS OF RIGID INSUL. WITH STAGGERED w w �1 - 4" BRICK VENEER JOINTS 5.5" TOTAL (R-30 MIN.) Lu z 16 8" MAX. -AIR SPACE � �' - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. ''' - 5/8 GWB - MASONRY ANCHORS AT 16"o.c. MAX. C? FRAMING, 1/4" PER FOOT MIN. SLOPE V-35/8" -3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER `o 9 6 - 8" CMU BACKUP WALL r EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 _5 MASONRY WALL CONSTR. WITH STUD R4r _SINGLE -PLY FULLY ADHERED ROOF MEMBRANE BACKUP - TYPE W513 p 2' 4" 2' 4" 6' 0" 1' 4" - 5/8" COVERBOARD o= - 4" BRICK VENEER w uj 9'-8" - (2) LAYERS OF RIGID INSUL. WITH STAGGERED - AIR SPACE x z O 2 JOINTS 5.5" TOTAL R-30 MIN. TAPERED INSUL. AND z EMW Now NEW 4 CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. -MASONRY ANCHORS AT 16"o.c. MAX. "' - A0.3 A0.3 SLOPE - 3" RIGID INSUL. O r' - CONT. FLUID -APPLIED AIR BARRIER - STRUCT. METAL ROOF DECK - 5/8" GLASS MAT PAPERLESS SHEATHING 3 MOCK-UP WALL ELEVATION 2 MOCK-UP WALL ELEVATION l MOCK-UP WA L PLAN o o - 6;; COLD FORMED METAL FRAMING AT a� 16 o.c. MAX. A0.3 1/4 = 1-0 A0.3 1/4 = 1 -0 A0.3 1/4 = 1-0 R5i LL' w - 7/8" METAL FURRING CHANNELS AT 16"o.c. CANOPY ROOF CONSTR. - R5 f- �0) w z MAX. MASONRY WALL CONSTR. - TYPE W1A -SINGLE-PLY FULLY ADHERED ROOF MEMBRANE - 5/8" GWB `' - 4" MONUMENTAL SIZE GROUND -FACE - 5/8" COVERBOARD - (1) LAYER OF RIGID INSUL. 1 41l2 r CMU VENEER - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. f.a �; ;,x -AIR SPACE O v' -MASONRY ANCHORS AT 16"o.c. MAX. FRAMING, 1/4" PER FOOT MIN. SLOPE �' '`'" ' - 3" RIGID INSUL (R-11.4 MIN.) YV5 MASONRY WALL CONSTR. WITH STUD ✓ - CONT. FLUID -APPLIED AIR BARRIER Q \a BACKUP - TYPE W5C - 8" CMU BACKUP WALL �J R6 CANOPY ROOF CONSTR. - R6 - 4" MONUMENTAL SIZE GROUND -FACE / CMU VENEER p ~ QI - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - AIR SPACEj`,cr - 5/8" COVERBOARD - MASONRY ANCHORS AT 16"o.c. MAX. �uj - (1) LAYER OF RIGID INSUL., TAPERED INSUL. AND - 3" RIGID INSUL. w z ^ CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. - CONT. FLUID -APPLIED AIR BARRIER �y SLOPE p °t ; w - 5/8" GLASS MAT PAPERLESS SHEATHING STRUCT. METAL ROOF DECK E �` m - 6" COLD FORMED METAL FRAMING AT Iw- 16"o.c. MAX. PREFINISHED METAL FASCIA w z - 7/8" METAL FURRING CHANNELS AT 16"o.c. A OVER CONT. P.T. WOOD MAX. O H Z 1' 41/2" 1' 3" BLOCKING - 5/8" GWB MASONRY WALL CONSTR. - TYPE W2 �I H rT, T M '�;, <@>- 4" BRICK VENEER (RECESSED 3/8 PVC ROOF WITH DECORATIVE BATTENS ROOF I M 3 I I CONSTR. - R1 -AIR SPACE \ 1' 0" l -MASONRY ANCHORS AT 16"o.c. MAX. � W 1D5 MASONRY WALL CONSTR. WITH STUD I "Y - 3" RIGID INSUL. (R-11.4 MIN.) O A5.6 BACKUP - TYPE W5D ,/ - CONT. FLUID -APPLIED AIR BARRIER FLOOR ASSEMBLIES U.L. #U425 (1HR. FIRE -RATED) - 8" CMU BACKUP WALL O CAST STONE COPING WITH (� 4 j I 7' ANCHOR CLIPS AT EACH JOINT a I A5.7 THRU WALL FLASHING I -° I CORNICE CONSTR. t I 1 05/8 - 4" BRICK VENEER 1� 3/4" = 1'-0" -AIR SPACE �1 MASONRY ANCHORS AT 16 o.c. MAX. rr i ° I COMPOSITE METAL WALL PANEL t = 1 A5.6 - 3" RIGID INSUL. 0 I O SYSTEM 1 °° I ------ O i 1 3" RIGID INSUL. t N I - CONT. FLUID -APPLIED AIR BARRIER w I w PARAPET WALL CONSTR. 1 1 t I t °C 2 LAYERS OF 5/8" GLASS MAT x - 5!8" COVERBOARD SHEATHING i i - CONT. FLUID -APPLIED AIR 1 I O p - O w ',, z t 1 BARRIER I I WORKING POINT 1__ _ t E w PAPERLESS SHEATHING r - 6" COLD FORMED METAL FRAMING i 1 I 115'-4" �- t w - 6" COLD FORMED METAL FRAMING AT AT 16"o.c. MAX. - 3-5/8" COLD FORMED METAL I I x F- „ FRAMING AT 16"o.c. MAX. I I I w z 16 o.c. 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Cr ac w m MASONRY WALL CONSTR. - TYPE W2 i 1 o p p - CONT. FLUID -APPLIED AIR BARRIER p - 4" BRICK VENEER (RECESSED 3/8") - COMPOSITE METAL WALL PANEL SYSTEM MASONRY WALL CONSTR. WITH STUD �r - (2) LAYERS OF 5/8" GLASS MAT o� - AIR SPACE - - -' WITH ZEE FURRING BACKUP - TYPE W6 Fw w PAPERLESS SHEATHING � I w - 3" RIGID INSUL. w z - 6" COLD FORMED METAL FRAMING AT w z - MASONRY ANCHORS AT 16'o.c. MAX. - 4 BRICK VENEER (RECESSED 3/8") „ - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER -AIR SPACE 16 o.c. MAX. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING -MASONRY ANCHORS AT 16"o.c. MAX. I, 1 47/8 - (2) LAYERS OF 5/8" TYPE'X' GWB - 8" CMU BACKUP WALL - 6" COLD FORMED METAL FRAMING AT - 3" RIGID INSUL. 7 16"o.c. MAX. - CONT. FLUID -APPLIED AIR BARRIERS PLATFORM CONSTR. ' - 5/8" GLASS MAT PAPERLESS SHEATHING ', - 5/8" F.T. PLYWOOD SHEATHING _ MASONRY WALL CONSTR. WITH STUD THRU WALL FLASHING - -"`- 9„ - 6" COLD FORMED METAL FRAMING AT -- -- - 8" COLD FORMED METAL STEEL �� 1 H7 16"o.c. MAX. JOISTS AT 16"o.c. MAX. BACKUP - TYPE W6 MASONRY WALL CONSTR. - TYPE W3 5/8" GWB I 1 - 4" BRICK VENEER (RECESSED 3/8") - 4" BRICK VENEER BRICK SOLDIER COURSE t 1 I - AIR SPACE r. - AIR SPACE MASONRY ANCHORS AT 16"o.c. MAX. J - MASONRY ANCHORS AT 16"o.c. MAX. 3" RIGID INSUL - 3" RIGID INSUL (R-11.4 MIN.) 0o BRICK SOLDIER COURSE �' % r - CONT. FLUID -APPLIED AIR BARRIER ' - CONT. FLUID -APPLIED AIR BARRIER GALV. STEEL LINTEL, REFER TO - ---- -�� CAST STONE CAP -- - -' - - 5/8" GLASS MAT PAPERLESS SHEATHING - 1'-0" CMU BACKUP WALL STRUCT. DWGS. H6 o w - 6 COLD FORMED METAL FRAMING AT A6.5 rr 16"o.c. MAX. MASONRY WALL CONSTR. WITH STUD x - 5/8" GWB o BACKUP -TYPE W5 ,� z g - 4" BRICK VENEER I' V-31/4" � X w - AIR SPACE f w y Y x' z 9 - MASONRY ANCHORS AT 16"o.c. MAX. T` ALUM. WINDOW UNIT - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER ALUM. 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FLUID -APPLIED AIR BARRIER o g "cif ED A�• • ��' - 8" CMU BACKUP WALL `" ' ' Lu MASONRY WALL CONSTR. WITH STUD METAL PANEL WALL CONSTR. - TYPE W7 ~ BACKUP - TYPE W5A S6 ! "' r z COMPOSITE METAL WALL PANEL SYSTEM CMU VENEER MONUMENTAL SIZE GROUND FACE f CAST STONE SILL .- WITH ZEE FURRING MASONRY WALL CONSTR. -TYPE W2A i - 4" GROUND -FACE CMU VENEER -AIR SPACE �\�` 1 i CONT.FLUID-APPLIEDAIR BARRIER 1 8 RECESSED 3/8 ° I �( ( ) -MASONRY ANCHORS AT 16' o.c. MAX. I I - 5/8 GLASS MAT PAPERLESS SHEATHING - AIR SPACE - 3" RIGID INSUL. 1 i " - MASONRY ANCHORS AT 16"o.c. MAX. - CONT. FLUID -APPLIED AIR BARRIER MASONRY WALL CONSTR. WITH STUD 1 T - FORMED METAL FRAMING AT _ MO SER i 6 COLD FO 16"o.c. MAX. MASONRY WALL CONSTR. TYPE W4 - 3" RIGID INSUL. (R-11.4 MIN.) BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING' BACKUP - TYPE W6A I o o - 5/8" GWB - CONT. FLUID -APPLIED AIR BAR R _ _ �� w ; - 4" BRICK VENEER (RECESSED 3/8") s. - 6" COLD FORMED METAL FRAMING AT - 4" MONUMENTAL SIZE GROUND -FACE - - w - AIR SPACE - 8" CMU BACKUP WALL PILON 16"o.c. MAX. CMU VENEER (RECESSED 3/8") w z - MASONRY ANCHORS AT 16"o.c. MAX. OP IO°, -AIR SPACE ; . - 3" RIGID INSUL. (R-11.4 MIN.) NELSON MASONRY ANCHORS AT 16"o.c. MAX. - - -; - - 0 1' 01/4'777� - CONT. FLUID -APPLIED AIR BARRIER - CONTIDFLUID-APPLIED AIR BARRIER ' i INSUL. `� �� - 1'-0" CMU BACKUP WALL A R C H I T E C T S 8 MECH. SCREEN WALL CONSTR. - TYPE W8 A5.7 - 5/8" GLASS MAT PAPERLESS SHEATHING i 1 2 4" BRICK VENEER 30 JORDAN LANE - 6 COLD FORMED METAL FRAMING AT r 16"o.c.MAX. WETHERSFIELD, CT. 06109 1 t I t �'� �. - AIR SPACE 1 � , O � � (sso> 563-6164 -DRAINAGE MAT - 5/8" GWB t I ° '� r ,,� o✓ - MASONRY ANCHORS AT 16"o.c. MAX. E- � 12 SPLIT -FACE CMU BACKUP WALL WITH w z 1 1 6 1 CORES GROUTED SOLID > TITLE 3!8" V-4" I V-4" A5.7 3/8" 1'-15/8" 1" �- V RIGID INSUL. 1" RIGID INSUL ( � o 11 V-75/E I EXTERIOR ----------- - ---- ------ � ° � < � � ENVELOPE z ASSEMBLIES AND CONC. CONC. w r a z MASONRY WALL CONSTR. -TYPE W4A MOCK-UP WALL FOUNDATION FOUNDATION 4 - 4" GROUND -FACE CMU VENEER DETAILS 1 4" AND FOOTING, AND FOOTING, � 7 RECESSED 3/8" REFER TO REFER TO CONC. FOUNDATION ( ) STRUCT. DWGS. STRUCT. DWGS. AND FOOTING, REFER ``` ° TO STRUCT. DINGS. `�e � \ � MECH. SCREEN WALL CONSTR. -TYPE W8A -AIR SPACE - 4" GROUND -FACE CMU VENEER - MASONRY ANCHORS AT 16"o.c. MAX. o -AIR SPACE - 3" RIGID INSUL. (R-11.4 MIN.) -MASONRY ANCHORS AT 16"o.c. MAX. - CONT. FLUID -APPLIED AIR BARRIER 12" SPLIT -FACE CMU BACKUP WALL - V-0" CMU BACKUP WALL DATE 11/02/2018 COPYRIGHT (c) o 0 Moser Pilon Nelson Architects E o oc w it E w w z DWG. NO. z x I- o w \ z V 6 MOCKUP WALL SECTION 5 MOCKUP WALL SECTION 4 MOCKUP WALL SECTION , MOCKUP WALL 3D VIEW 14„ 0 1'75/i3 IL ----A0•3 A0.3 3/4" = 1'-0" A0.3 3/4" = 1'-0" A0.3 3/4" = 1'-0" Ao.3 REVISIONS TYP. FIRE SAFING DETAILS TYP. PARTITION DETAILS CEILING ASSEMBLIES INTERIOR PARTITION STUD TYPES: INTET:IOR PARTITION TYPES R H 22, 019 T N.T.S. N.T.S. 3/4" = 1'-0" 3/4" = 1'-0" GENERAL NOTES: NOTES: FLOOR/ROOF STUD PARTITION -TYPE S8A 1. REFER TO FLOOR PLANS AND CODE PLANS FOR LOCATIONS OF G . a ASSEMBLY ,... , a — 13 1. REFER TO WALL SECTIONS AND PLAN DETAILS FOR EXTERIOR WALL CONSTRUCTIONS. RATED PARTITIONS AND SMOKE TIGHT CONSTRUCTION. ° N - (2) LAYERS OF 5/8 TYPE 'X' GWB 2. UNLESS NOTED OTHERWISE, ALL NEW WALLS SHALL EXTEND TIGHT TO UNDERSIDE OF 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL 1/8"MIN. SMOKE AND ACT-1 0 - 8" METAL STUDS AT 16"o.c. MAX. FLOOR OR ROOF DECK STRUCTURE ABOVE. PROVIDE DEFLECTION TRACK AT TOP OF TYPES OF OPENINGS AND PENETRATIONS IN ALL RATED ° ACOUSTIC SPRAY - T - ALL NON -BEARING METAL STUD PARTITIONS, UNLESS NOTED OTHERWISE. R-19 UNPAGED BATT INSUL. FLOORS, PARTITIONS AND SMOKE TIGHT WALLS USING AN °°_ - HILT] CP572 OR EQUAL 2'-0"x2'-0"CEILING TILES - (2) LAYERS OF 5/8" TYPE 'X' GWB 3. INTERIOR FINISH MATERIALS VARY ON WALLS -- REFER TO INTERIOR ELEVATIONS AND APPROVED ASSEMBLY. FINISH SCHEDULE. 3. FIRE BARRIERS TO MEET REQUIREMENTS OF DETAIL'D'. SMOKE FILL DECK FLUTES WITH 4. AT CERAMIC TILE LOCATIONS, PROVIDE 5/8" GLASS MAT -FACED TILE BACKER BOARD IN BARRIERS TO MEET THE REQUIREMENTS OF DETAIL'E'. MINERAL WOOL BATT LIEU OF 5/8" GWB. INSULATION, FULL _ STUD PARTITION - TYPE S6 5. COORDINATE: WITH CODE DRAWINGS FOR RATED WALLS AND SMOKE PARTITIONS. DEPTH OF WALL PROVIDE SAFING PER DETAILS AT SMOKE PARTITIONS; SAFING WITH FIRESTOP STUD PARTITION CONSTR. S6 - 5/8' GWB COMPOUND AT RATED PARTITIONS. 31/2" �- 1/4"MIN. ELASTOMERIC 6" METAL STUDS AT 16"o.c. MAX. 6. WHERE GWB IS NOTED, USE WATER-RESISTANT TYPE ON ALL WALLS OF WET AREAS FIRESTOP SEALANT, '� - R-19 UNFACED BATT INSUL. (INCLUDING TOILET ROOMS, SHOWER ROOMS AND LOCKER ROOMS). M - 5/8 GWB 7. WHERE BATT INSULATION IS NOT ENCASED BY GWB BOTH SIDES, PROVIDE WIRE FLUSH WITH BOTH SURFACES OF WALL - ACT-2 SUPPORTS AS NECESSARY. HILTI CP601 OR EQUAL 8. PROVIDE BLOCKING IN WALLS AS REQUIRED FOR ITEMS ATTACHED TO STUD WALL. 2'-0"x2'-0" WASHABLE CEILING TILES COORDINATE: WITH ALL DRAWINGS. MINERAL WOOL BATT FLOOR/ROOF 9. PROVIDE VERTICAL CONTROL JOINTS IN GWB WALLS AT 30'-0"o.c. MAX. AND STATE PROJECT NO. INSULATION (4 PCF ASSEMBLY HORIZONTAL, CONTROL JOINTS IN GWB CEILINGS AT 50'-0"o.c. MAX. CAULK AT JOINTS MIN.) a , . STUD PARTITION -TYPE S6A TYPICAL. 132-0088 N " 1/8MIN. SMOKE AND - (2) LAYERS OF 5/8" TYPE 'X' GWB 10. PROVIDE BUI_LNOSE CORNERS AT CMU PARTITIONS. RATED WALL CONSTR. - - — - 6 Phase 1 of 4 �i ACOUSTIC SPRAY - N - 6" METAL STUDS AT 16"o.c. MAX. 11. ALL WALLS TO BE WALL TYPE'S6' AND TO EXTEND TIGHT TO THE UNDERSIDE OF THE OJOINT /` T RATED Tj� Ti WALL LL - HILTI CP572 OR EQUAL OD - R-19 UNPAGED BATT INSUL. ROOF DECK UNLESS NOTED OTHERWISE. A A A ED A - (2) LAYERS OF 5/8" TYPE 'X' GWB 12. AT ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE U.L. #WW-D-1011 (3HR. RATED) FILL DECK FLUTES WITH PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR MINERAL WOOL BATT GWB-1 PENETRATIONS SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. INSULATION, FULL GWB CEILING CONSTR. SUCH IDENTIFICATION SHALL BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, DEPTH OF WALL � 5/8" GWB FIRE -RATED OR ATTIC SPACES AND SHALL BE LOCATED WITHIN 15'-0" OF THE END RATED WALL CONSTR. MASONRY PARTITION FIRE -RATED STUD PARTITION - TYPE S6B OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30'-0" MEASURED HORIZONTALLY. R. RATING - (3) LAYERS OF CONSTR. - METAL FRAMING SYSTEM LETTERING SHALL BE NOT LESS THAN 3" IN HEIGHT AND A MINIMUM OF 3/8" STROKE IN 3H 3H TYPE'X' GWB BOTH N U.L. # U419 (1 HR. FIRE -RATED) CONTRASTING COLOR. WORDING SHALL BE "FIRE AND/OR SMOKE BARRIER -PROTECT r SIDES OF FIRE PARTITION °° - 6" METALOSTUDS AT 16'o.c. MAX. B ALL OPENINGS". 2HR. RATING - (2) LAYERS OF - R-11 UNFACED BATT INSUL. 5/8" TYPE'X' GWB BOTH TOP OF WALL - (2) LAYERS OF 5/8" TYPE 'X' GWB INTERIOR PARTITION MASONRY TYPES: SIDES OF FIRE PARTITION O o 1HR. RATING - (1) LAYER OF 5/8" TYPE'X' GWB BOTH o SIDES OF FIRE PARTITION GWB-2 STUD PARTITION -TYPE S613 z GWB OVER METAL FRAMING 5/8" GWB ON 3 5/8" METAL FRAMING - 5/8" GWB 1 MASONRY PARTITION -TYPE M12 STUD PARTITION CONSTR. - 6' METAL STUDS AT 16 o.c. MAX. - 1 1-01, CMU -A i 1-5/8 MIN. METAL STUDS BOTTOM STUD TRACK -HORIZONTAL REINF. AT 16"o.c. MAX. AT 16"o.c. MAX. SET IN DOUBLE BEAD OF NON -HARDENING W RESILIENT SEALANT / NON -HARDENING O RESILIENT SEALANT, J BOTH SIDES OF WALL STUD PARTITION - TYPE SISD MASONRY PARTITION - TYPE M8 LARGE OPENING AT RATED WALL a g. DEFS-1 6 4- 8" CMU a o - �- 5/8' G W B O U.L. #U436 (UP TO 3HR. RATED) DEFS CONSTR. - 6" METAL STUDS AT 16 o.c. MAX.#MEE -HORIZONTAL REINF. AT 16 o.c. MAX. FLOOR ASSEMBLY - R-19 UNFACED BATT INSUL. '� FFH--ii Frl ° a -DEFS - 7/8" METAL FURRING CHANNELS AT 16"o.c. - 5/8" GLASS MAT PAPERLESS SHEATHING MAX. O BOTTOM OF WALL - 3" ZEE FURRING AT 2'-0"o.c. MAX. - 5/8" GWB - 3" RIGID INSUL. W A O - 5/8' GLASS MAT PAPERLESS SHEATHING - CONT. AIR BARRIER FIRE -RATED MASONRY PARTITION -TYPE O _ -COLD FORMED METAL FRAMING AT 16"o.c. MAX. STUD PARTITION -TYPE S6E $ M8A - (2) LAYERS OF 5/8" TYPE 'X' GWB _ U.L. #U905 (1 HR. FIRE -RATED) w � ,°; - 8" CMU A \ DOUBLE S BEAD OF NON r, - 6" METAL STUDS AT 16' o.c. MAX. - HORIZONTAL REINF. AT 16"o.c. MAX. O METAL PIPE / j— 1/4"MIN. ELASTOMERIC /' HARDENING RESILIENT SEALANT a' - R-19 UNFACED BATT INSUL. N PENETRATION, (1) �' FIRESTOP SEALANT, FLUSH r' BETWEEN LAYERS OF GWB - MAX.METAL FURRING CHANNELS AT 16"o.c. r , iiT �i DEFS-2 PER OPENING WITH TOP SURFACE OF AX^ r^^ ^r r ^„ T`�^r ^�A ^ rT _ oTnnn�o n_1nro ininrre % — ninnl_ueonCnnnlr DEFS CONSTR, f-LUUH UK BU I H o i nuuLn uvv o JU N i o, vvi� ini w� .n.0 - - tZ) UA CI'10 Ut- 0/0 1 T rr- A' UV M SURFACES OF WALL - HILT] ALL JOINTS TO BE % RESILIENT SEALANT AT -DEFS w a x CP601 OR EQUAL SEALED — EACH STUD - 5/8" GLASS MAT PAPERLESS SHEATHING FIRE -RATED MASONRY PARTITION - TYPE O MINERAL WOOL BATT STUD PARTITION - COLD FORMED METAL FRAMING AT 16"o.c. MAX. STUD PARTITION -TYPE S3 M813 INSULATION (4 PCF CONSTR. _ — O - 5/8" GWB U.L. 905 (2HR. FIRE -RATED) C S3 MIN.) _ - UNFACED BATT INSUL. c. MAX. _ - �■1 3-5/8" METAL STUDS AT 16"0 # R 11 UNFA 8" CMU RATED CONSTR. 5/8" GWB - HORIZONTAL REINF. AT 16"o.c. MAX. V1 O T T71 T_1 TT1 TT TIT ♦ TIT !\ 1 T - "- - _• '' -' - - FhAL• 1 IKA 1 WINELEC. BOXES STAGGERED FIRE -RATED STUD PARTITION -TYPE S3A MASONRY PARTITION -TYPE MIS@FlFh U.L. #C-AJ-1226 (3HR. RATED) AND SEALED WITH AP-1 3 U41 1 HR. FIRE -RATED 6 - ACOUSTIC PUTTY BACK PADS _ U.L. # 9 ( ) _ 6" CMU - 5/8" TYPE'X' GWB -HORIZONTAL REINF. AT 16"o.c. MAX. WALL (PLAN) � - 3-5/8" METAL STUDS AT 16"o.c. MAX. R-11 UNFACED BATT INSUL. FLOOR/ROOF - 5/8" TYPE 'X' GWB ASSEMBLY 1/4"MIN. ELASTOMERIC A A MASONRY PARTITION -TYPE M4 FIRESTOP SEALANT, STUD PARTITION - TYPE S313 - 4" CMU FLUSH WITH BOTH - (2) LAYERS OF 5/8" GWB �o SURFACES OF WALL - _ -HORIZONTAL REINF. AT 16 o.c. MAX. N MFTAI RTI In.qAT iR"n n MAX ,_ HILT! „U�60. O� EQUAL Y c0 / MINERAL WOOL BATT - R-11 UNFACED BATT INSUL. INSULATION (4 PCF NON -HARDENING - (2) LAYERS OF 5/8" GWB MIN.) METAL PIPE RESILIENT SEALANT PENETRATION, (1) ; y' BOTH SIDES OF RATED WALL CONSTR. PER OPENING PENETRATION MINERAL WOOL BATT r7i INSULATION FIRE -RATED STUD PARTITION - TYPE S3C U.L. # U419 (1 HR. FIRE -RATED) D TOP OF RATED WALL T' - (2) LAYERS OF 5/8" TYPE 'X' GWB - 3-5/8" METAL STUDS AT 16"o.c. MAX. U.L. #HW-D-1008 (3HR. RATED) STUD PARTITION CONSTR. - R-11 UNFACED BATT INSUL. - (2) LAYERS OF 5/8" TYPE 'X' GWB FLOOR/ROOF ASSEMBLY PIPE PENETRATION STUD PARTITION -TYPE S31D BACKER ROD AND - 3-5/8" METAL STUDS AT 16"o.c. MAX. SEALANT ON (1) SIDE - R-11 UNFACED BATT INSUL. OF PARTITION MINERAL WOOL BATT INSULATION WALL/STEEL BEAM STUD PARTITION WITH TILE - TYPE S3E - CERAMIC WALL TILE (FULL -HEIGHT) u') - 5/8" GLASS MAT FACED TILE BACKER d BOARD TOP OF WALL/STEEL - 3-5/8" METAL STUDS AT 16"o.c. MAX. - R-11 UNFACED BATT INSUL. SMOKE -TIGHT CONSTRUCTION � CAlV- C2` MDF PANELS - TYPE S3F O Y•;� Oi 3 - 1/2" MDF PANELS - 1/2" PLYWOOD SHEATHING - 3-5/8" METAL STUDS AT 16"o.c. MAX. AR '1flltltlSitSt � STUD PARTITION - TYPE S1 S1 - 5/8" G W B rr - 1-5/8" METAL STUDS AT 16"o.c. MAX. N MOSER PILON STUD PARTITION -TYPE SO S0 - 5/8" GWB NELSON r - 7/8" METAL FURRING CHANNELS AT 16"o.c. MAX. ARCHITECT S 1 T 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 MDF PANELS - TYPE SOA TITLE _ - 1/2" MDF PANELS, PAINTED INTERIOR - 1/2" PLYWOOD SHEATHING PARTITION TYPES i r - 7/8" METAL CHANNELS AT 16"o.c. MAX. I g TILE WAINSCOT TYPES: DATE 11/02/2018 N 0 N CERAMIC WALL TILE WAINSCOT - TYPE T1 COPYRIGHT (c) Ti - CERAMIC WALL TILE WAINSCOT Moser Pilon Nelson Architects a, - 5/8" GLASS MAT FACED TILE BACKER BOARD AT WAINSCOT, IN LIEU OF GWB DWG. NO. z U [L A0e4 0.- 1 0 �0 A3.2 AA j BA QUIP. SCREEN _ / q F F gHFFT Al ti 3 4 5 �� `r ram\ GEN. , A2.0 2 5 RA 9A 0 1 �l \ 5A 6A 7A v - ..�� 2 ®\ %ECH. A3.1 263 \ EA FA dp \ �I i. OFF1 E GEN266b \ - -- - HA ST26 7RECEP/ING \ TO 259 JA i -\ C VEST. I l \ 8 V A �CORR. / - \ 255 012 CLASSROOM - GRADES GRADES 1-2KA CAFETERIA' 252 \ LA (A \ \ \\ NA ESQ F ELEC. QUA v \ \ 'TV T v OA 07 / CLASSRO9M�� © - — — — — — CORRIDOR--Y — OYS10 O GRSSR(rf2 I 102 251 PA 4 A2.0 VEST i. mnF 6.9 I 1 { \ \ ( 7110] M LA825O � X /- ,�IN R. O N. (ST 250 251 A ' -12491 MAIN OFF C % \\ \ �✓ CLASSROOM: 115 GRADES 1-2 A31 I o MEDIA CENTER \ \ \ \ \ \ �247 RA C.9 • EAD.INTER. O- - - - - — -- - — — — \� 248 ° CORR.. \ SA PONF.!'� � i ! 112 � I \ \ \ � O 117 � �� ` 247A CORERD f ILE � _ 2 38 CL,AS�OOM: I- / \ SERRES. GRADES 1-2 n - — SE CLIE RK PASSAGE' (— -- — \ I I _ — \ / \ \\ / 238 F - 116 / 113 I \ / \ /UA ® L\ ' VA / / \ LAN TEACHER ° ijACUWTTI li WORKROOM �- I Lil MI �C. WKR.\ � 244 \ 1 i nf� I I ART —127 \ HEALTH j I I II I i 6 SERVIES / A2.0 7 SPEECH � 242 H / \ E C 1?FICE EXAM TOj I I J STOR. K LN I Ps CH. Q i I ELL �� QB 3 - 25 5 2 0 �28_ 241 \ 235A B - UT MATH INTER. VEST. 1 1/ A1.1 I �� I I 1 I \ \\ _ A A o 1, 235 ----I �- — — -- -- —�——----.r-------------�— \ 3 f' 1 / A1.2 —_ -CO RTYARD — 1.6 \ I 4 I 2, � 1 - --- — — — — — - _ — -A 1 V 1 ELEMENTARY — — — 3.2 K a d INTENSIVE r� OIL e \ I I 1A 3A v I I I I I I IIJ Limr / 11 l l Ly E STO,. ---GRADE . cLAssROQM K.6 — — S ! / fA2.0 8 231 T — — I CORK. 1!' ----, I / 0 \ \ I I U) u L 1 I I I 1 130 OILE o, 3 J CLASSROOM: I / GRADES 3-5 ...9 A -%I i t I 229 Art 7 INTENSIVEi 141 ) \ III I / _ I - $ ---- ' ! I PQ I PLATFORM/ GIRLS' TOILET \ CLASSROOM: '3 R P INSTRUMENTAL j I III 1 5 � / \ GRADES- n Music / Ininu In i II I fl _ 227 f R U 1H IR/ RA S s- r, L7 -. ------- ' T S 3 . 1 147 i II 22 t' T CLASSROOM: CLASSROOM: i CLASSROOM:-_LEC. T CLOSET GRADES 3-5 GRADES 3 5 ( GRADES 3 5 OI 64, i i r °� if �� r I�1� ir—i I I ` cn: 2 I.L \ SRO — CLASSROOM MOCK-UP ROOM �.YA ;a it I I • �!! 1 CLASSROOM: GRADES 3-5 :a �o CLASSROOM: GRADES 3-5 F2_2. I� CLASSROOM: GRADES lei — •.. D•. %/I%%w%%w,%R,I�-jl%%'.I/�%%Wppeib%v;' %, I %''_.%�►V/.S�ru--., �.....u®.......� �.�....�...u.� e.��....�e �ii0Y0 a-- �o�e�i� ,.I, _ _ I! �� %t r/ri x '• /////// ; 9i i^ �i all 1' ,11 _�k�'.I. �i F �� Ei�%� �i�i ON �I 0.5 10 1.8 2 3O e, K-5 MEDICALLY FRAGILE PTO OT/PT is I �5.3� 8 9 10 11 1 18 8. 19 20 21 2, KINDERGARTEN PLAYGROUND ALT. NO. 2 - RADIANT FLOOR CLASSROOM: CLASSROOM: CLASSROOM: GRADES 3-5 GRADES 3-5 GRADES 3-5 l 216 217 218 I I f ,I 24 25 26 27 28 29 30 ,i1 32 33 34 36 2 GENERAL NOTES 1. DIME=NSIONS 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. A Dr-M=D Tn QIJCCT AC i CnD nnnD QruGni u G 5. == HATCH INDICATES MILLWORK, REFER TO 10 SERIES DRAWINGS. _4D—om 1HR. FIRE -RATED WALL CONSTRUCTION (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) �DOO� 2HR. FIRE -RATED FIREWALL REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 ol",- Gout ,'r'. =4 M Z J 1 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD• CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE OVERALL FLOOR PLAN 2 PROJECT NORTH A2.0 01 81 16' 321 DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. OVERALL FIRST FLOOR PLAN 1/16" = F-0" A1.OA .: NORTH 0' 30' 60' 120' VbL;ILi S K KULA- IKtYh'LAIV bL;NtUULt ROOF AREA DESIGN. AREA (SQ.FT.) PITCH NEW ROOF/ NEW BLDG. ROOF DESCRIPTION ORIGINAL CONSTR. DATE PROGRAMMATIC AREA BELOW ROOF R-1 471 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 ENTRANCE CANOPY R-2 2,204 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CAFETERIA R-3A 8,507 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 OFFICES/ CLASSROOMS R-313 3,284 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CLASSROOMS R-3C 1,391 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 KITCHEN R-3D 2,037 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 MECH./ STORAGE R-3E 697 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CORRIDOR/ STOR. R-3F 4,494 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 OFFICES/ CLASSROOMS R-3G 369 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CLASSROOMS R-3H 1,442 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CLASSROOMS D_4r 1 t-JI ti 11G.` cC IJ, 1 IV VI i /A" / 1011 11T / - Vac 1 GJ G_DI V nAGnARDnnIG Dnn�lAl(, /CDnM1 -1. VLA . L 1 iY1L1YI 1-I- 1 tvvl IIY\A `LI VIVI� �n�n LVLV rr necDnnnnc vL/-"lvvl tvvlYly R-3J 627 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CLASSROOMS R-3K 3,811 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CLASSROOMS R-3L 373 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CLASSROOMS R-3M 1,429 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 VESTIBULE/ CORRIDOR R-3N 1,333 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CLASSROOMS R-30 4,428 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CLASSROOMS R-4A 690 SF 1"/ 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 VESTIBULE/ CORRIDOR R-4B 1,120 SF 1"/12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CORRIDOR R-5 4,584 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 GYMNASIUM/ PLATFORM R-6 474 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 ENTRANCE CANOPY R-Ai 985 SF 1/4" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (EPDM) 2020 CLASSROOMS/ CORRIDOR 49,867 SF R-10 2,436 SF 7" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 CLASSROOMS R-11 2,425 SF 7" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 CLASSROOMS R-12 3,963 SF 7" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 CLASSROOMS R-13 3,981 SF 7" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 CLASSROOMS R-14 4,028 SF 7"/12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 CLASSROOMS R-15 2,965 SF 7" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 GYMNASIUM/ PLATFORM R-Al0 1,587 SF 7" / 12" Yes SINGLE -PLY MEMBRANE ROOFING (PVC) 2020 CLASSROOMS 21,385 SF Total 71,251 SF OVERALL ROOF PLAN - KEYPLAN If' = 60141 ROOF SCREEN: PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R2 1 @ v - DECORATIVE PVC BATTENS AT 25"o.c. A3.2 - FULLY ADHERED PVC MEMBRANE ROOFING 9 AA - 5/8" COVERBOARD - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. ® \ \ BA \ 1 1 I/11V111Y1A , / � , 5 6 3 4 \ 1 8A 9A 0 REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 5A 6A 7A / EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 \ 9 �\ - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 3A 4A / "� DA - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE / EA JOINTS 5.5" TOTAL (R-30 MIN.) - 5/8" COVERBOARD \ \ - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. - (2) LAYERS OF RIGID INSUL. WITH STAGGERED 1A FA FRAMING, 1/4" PER FOOT MIN. SLOPE JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND A. / \ GA CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN, 1 \ \ SLOPE 1A HA - STRUCT. METAL ROOF DECK \ � / � IA PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 A3.1 - DECORATIVE PVC BATTENS AT 25"o.c. nnnirin%/ nnr�r_ /V1nIOTn nc _ i _---- I-_-� I I I I II i ,�� I \ _\ �._ \ i �I to 1 �I it I V nnucD�n oXir nncnAQDnniC onn�inI� -„r� PROJECT ..,. kaml,4%jr- T nvvr- l'VIVJ I n. - no I I / I I a\ / \ /\V� �/ - I 1./LL I nul ILIZLu r vv IvlLlvlul-lnIVL rivvl uvu J I H I E PROJEC I INV. - 5/8" COVERBOARD -SINGLE-PLY FULLY ADHERED ROOF MEMBRANE O Q \ R OF \ / - (2) LAYERS OF RIGID INSUL. WITH STAGGERED 132-0088 N - 5/8" COVERBOARD I O ,' - (1) LAYER OF RIGID INSUL. i NAITCN JOINTS 5.5" TOTAL (R-30 MIN.) STRUCT. METAL ROOF DECK AND SLOPED STRUCT. Phase 1 of 4 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. \ � ��;'..� FRAMING 1/4" PER FOOT MIN. SLOPE O FRAMING KA Y LA An NA EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 UA SINGLE -PLY FULLY ADHERED ROOF MEMBRANE a - 5/8" COVERBOARD PA - (2) LAYERS OF RIGID INSUL. WITH STAGGERED 6.1 JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND FUTURE ROOF MOUNTED CRICKETS TO PITCH TO DRAIN, 1/4 PER FOOT MIN. O f SLOPE SOLAR PANEL ARRAY - STRUCT. METAL ROOF DECK (SHOWN HATCHED) QA PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. \ O - FULLY ADHERED PVC MEMBRANE ROOFING O - 5/8" COVERBOARD Cn d' A3.1 I ❑ \ / - (2) LAYERS OF RIGID INSUL. WITH STAGGERED I EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 C 9 - - - I -i II I- - \ \ O JOINTS 5.5" TOTAL (R-30 MIN.) .. O r - STRUCT. METAL ROOF DECK AND SLOPED STRUCT`O - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE O FRAMING - 5/8" COVERBOARD ,-7 \ �, - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) I I ❑ I \ O Ic - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. I I I I I I I I I II EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 ; j 1 FRAMING' 1/4" PER FOOT MIN. SLOPE ❑ � -SINGLE-PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD O Z O _ (2) LAYERS OF RIGID INSUL. WI H ST ERED \ -� O O TA \I JOINTS 5.5" TOTAL (R-30 MIN.), T PE E�UL. AND / O H ROOF SCREEN: PVC ROOF WITH DECORATIVE ❑ � 0 ROOF SCREEN: PVC ROOF WITH DECORATIVE \ A BATTENS ROOF CONSTR. - R2 CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. _- - ❑ I I I L �� I IIL_ ❑ - -- -SLOPE / `1 ' 0 i UA BATTENS ROOF CONSTR. - R2 O � - DECORATIVE PVC BATTENS AT 25"o.c. I ❑ - STRUCT. METAL ROOF DECK/ \ O -DECORATIVE PVC BATTENS AT 25"o.c. VA - FULLY ADHERED PVC MEMBRANE ROOFING ❑ \ \ \ , , /i' _ FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD ❑ EPDM ROOF CONSTR. OVER PLOPED STRUCT. - H3 \� 5/8" COVERBOARD 1�1 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. I I I I I -SINGLE-PLY FULLY ADHER D ROOF MEMBRANE O - STRUCT. METAL ROOF DECK AND SLOPED STRUCT FRAMING I I I I I I I ❑ - 5/8� COVERBOARD FRAMING � �:� "�- ; Y - (2) LAYERS OF RIGID INSUL. WITH STAGGERED ❑ JOINTS 5.5" TOTAL (R-30 M)N.) <; ❑ - STRUC . METAL ROOF DECK AND SLOPED STRUCT. XA O __�- - - I ; , ❑ - - FRAMING, 1/4" PER FOOT IN. SLOPE ❑ � FUTURE ROOF MOUNTED I I I I I I II III r-, I I I ROI AR PANFL ARRAY U \ / (SHOWN HATCHED G.8 ❑ UL: \� I \ EPDM ROOF CONSTR. WITH TAPE INS - R4 H I I I SINGLE -PLY FULLY ADHERED RO MEMBRANE i I I I I I I I IIII ❑ V COVERBOARD E �B EXP. JT. - ( LAYERS OF RIGID INSUL. WITH STAGGERED \ - Q' OC 1.2 1 / A1.3 1 / A1.4- U- K ;- - 3A A3.1 - PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. L - FULLY ADHERED PVC MEMBRANE ROOFING L.1 - - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED M - JOINTS 5.5" TOTAL (R-30 MIN.) 3 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 O - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED © - JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING, 1/4" PER FOOT MIN. SLOPE Q R S -� - - JOLTS 5:5" TOTAL MIN.), TAPERM AND - -\ t: - - - - CHIC ETS TO PITCH TO DRAIN, 1=/4" PER--FOOT-MIN - - - El STIR T. METAL ROOF DECK / I I ❑- --- IIII❑ ®R .� � 7OURT-YARD - � ` - - - - -� - - - - 1/ A 1.3 ❑ / \. / � �, � � - � -s - -ter- � � � am 1 / A1.4 ❑ Q I --- � 1 A .2 - r\ , I EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 A3.1 SINGLE _ LY FULLY ADHERED ROOF MEMBRANE -- I - 5/8" CO ERBOARD - (2) LAY RS OF RIGID INSUL. WITH STAGGE ED I ' ❑ ' `` JOINTS/5.5" TOTAL (R-30 MIN.) I r. n STRUCT. METAL ROOF DECK AND SLOPED S RUCT. r/ El FRAMING, 1/4" PER FOOT MIN. SLOPE r ' EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 II !' ❑ ❑ / - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE f `'_❑ ❑ l5/8" COVERBOARD \ ❑ II ❑ ❑ / - (2) LAYERS OF RIGID INSUL. WITH STAGG�RED I ; , ❑ J JOINTS T STRUCT. METAL ROOF DECK AND SLOPED STRUCT. I �_' ❑ I PVC ROOF WITH DECORATIVE BATTENS ROOF ,❑ I I / CONSTR. R1 ❑ ❑ FRAMING, 1/4" PER FOOT MIN. SLOPE \ ❑ - DECORATIVE PVC BATTENS AT 25"o.c. II !, �❑- / ❑ _ _ _ - FULLY ADHERED PVC MEMBRANE ROOFING ]❑ - - 5/8" COVERBOARD TOTALRIGID R-30 MIN.)WITH STAGGERED _ ❑ I I FUTURE ROOF MOUNTED ❑ - STRUCT. METAL ROOF DECK AND SLOPED STRUCT SOLAR PANEL ARRAY FRAMING / (SHOWN HATCHED) \ lu I III 7- EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 ❑_ i ❑ - -- -- r - ❑--- - - - - ; P EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 ❑ ❑ ❑❑ ❑❑ ❑ -SINGLE-PLY FULLY ADHERED ROOF MEMBRANE f7 ;=� ``; SINGLE -PLY FULLY ADHERED ROOF MEMBRANE _ I I �' ❑ - 5/8" COVERBOARD * #7020 5/8" COVERBOARD I I I s I ❑ ❑ xl ,' ❑❑❑ - (2) LAYERS OF RIGID INSUL. WITH STAGGERED l,�,,,,, I I I I W JOINTS 5.5 TOTAL (R 30 MIN.) TAPERED INSUL. AND _ .c (2) LAYERS OF RIGID INSUL. WITH STAGGERED 1 I ❑ CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. '• ��' �`� JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. �, _ _ ❑ ❑❑i❑- ❑ - - - - SLOPE SLOPE U I _ . - STRUCT. METAL ROOF DECK - STRUCT. METAL ROOF DECK - �- - - - �- _- -- R- - - Fj � \ {LT- ' -, Y �3 NW X I �- - ❑ A3.2 4❑ /Ao oao❑a❑❑❑ b101 _ EI �� Mimi _ii iiii � Mall mimis IMMIN MEN MIMI Mimi lM mmomw MIM1 �lill� Mull. 1M 1M iifil� NEW 1MMl MI■IIso ��'-��i. .IC��L � ■� �� NON ■C jC� ..�.� MEMME11�- 01 �t E .8- Y I CANOPY ROOF CONSTR. - R6 i - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE I - 5/8" COVERBOARD - (1) LAYER OF RIGID INSUL., TAPERED INSUL. AND - CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. I SLOPE - STRUCT. METAL ROOF DECK LEGEND ROOF WITH SLOPED STRUCTURAL FRAMING ROOF WITH TAPERED INSULATION TAPERED ROOF CRICKET, PROVIDE CRICKETS TO DIVERT RUNOFF AROUND ROOF TOP EQUIPMENT I # O4W 4H l 0.5 1O 1.8 2 30 4 6 1B PVC ROOF WITH DECORATIVE BATTENS ROOF A3.1 CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING I 11 12 13 14 15 16 17 18 8. 19 20 EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE - STRUCT. METAL ROOF DECK I I I► �� . , MOSER i PILON I I I I I 11 1H 11 11�� NELSON ----� ------ -� ARCHITECTS TI I I � 30 JORDAN LANE I I W ETHERSFIELD, CT. 06109 {� (860) 5 6 3 - 6 1 6 4 - - - i - - - - - - - TITLE-- --- OVERALL ROOF FUTURE ROOF MOUNTED PLAN SOLAR PANEL ARRAY (SHOWN HATCHED) 21 22 23 24 25 26 27 28 293 i1 32 33 34 36 2 PVC ROOF WITH DECORATIVE BATTENS ROOF A3.2 CONSTR. - R1 PROJECT - DECORATIVE PVC BATTENS AT 25"o.c. NORTH - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD O' 8' 16' 32' - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING OVERALL ROOF PLAN 1/16" = F-0" DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A190B 0 0 N N t- O N is N E m Z U N O i Z d O 0 0 N N O N i U E z U N O i A z d oi� F �1 1B I I I I I 2 A3.1 I A3. I\ I I I I I �Q III 1GINNIE, CEO A13��mm ON R 411111110 Small SUNNI MIND �OEM GNP Claim 41111111 . NOW NOW 41111111111 4110*Lamim, amm ��L z L - 1 I T •�. :. - TCHLINE 17"_ WIND, GOOD- am DSDS I/I L - - - o - -� - - - �,A2.3� �: ��L`I I IA14-A EPDM ROOF CONSTR. WITH TAPERED INSUL.R4n / - SINC�1 E-PLY F11I1 I Y AnI-IEREn R1717F MEMBRANE �;��a L I I �_ 11 Il L1 U _ - - - - - - - - -- - - - -- - -3 - - - - - - - - - ,::` :.:.'= • �. -- - - - -- - - - (2) LAYERS OF -RIGID INSUL. WITH STAGGERED -- - z -i EF JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND I KO 10 0"MIN. CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. "w ,l � 2 tM / \ SLOPE I fY f 1„... . STRUCT. METAL ROOF DECK AA L Y3A A3.1 \ 1 i A3.1 -3B - - - \ / T COURTYARD . •'•� D / \\ / OPEN TO BELOW I - AC � I -- - - _ L A2.1 _ -� -- - - - - - - - RD REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 1 / A1.3 WIND NOW� GNP MIN* GOOD GNP GOODA2 2 MATCHLI E STATE PROJECT NO. 132-0088 N Phase 1 of 4 110 M M -2 ❑ I EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 \ I I I I I I ;:'.- Q ❑ I -SINGLE PLY FULLY ADHERED ROOF MEMBRANE D El O 58 VERROARD -�2) LAYERS OF RIGID iNSUL. WITH -STAGGERED I JOINTS 5.5" OTAL (R-30 MIN.) / \ ! ❑ 10, 0"MIN. - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. - I I FRAMING 1/4" PER FOOT MIN. SLOPE PROVIDE TAPERED CRICKETS i ❑ / � I 2 TO DIVERT RUNOFF AROUND I �' ROOFTOP UNITS o o r/� j ❑ ❑ HP PVC ROOF WITH DECO TIVE BATTENS ROOF = -� `on CONSTR. - R1 O / I I i �❑ I I I I I I I I i \ DS 4' ' AC i I I =F I DECORATIVE PVC BATTENS AT 25"o.c. ❑ � � � ❑ - FULLY C MEMBRANE ROOFING AS,' F8 LY ADHERED PV - _. 3 2 -5/ COVERBOARD SKYFOLD A4.7 4.11 C`Y �, - (2) LAYERS OF RIGID INSUL. *1TH STAGGERED 3 A2.2 2 2F3 \ `s�'-�I JOINTS 5.5" TOTAL (R-30 MIN.) FOLDING \ I ❑ h; I I / - STRUCT. METAL ROOF DECK ANP SLOPED STRUCT. O - -,� -• -; , .... FRAMING - - - rr ll riv I�-JJ ' I I I -I• I I I � � � I --I - - - - -- -S3 -- - - -- - -� - - - a I iI �I {N- _ - \ - - - -- EPDM F CONSTR. OVER SLOPED STRUCT. - R , DS i' _ - EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 M ROOF CO S C 3 _ - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE A2.3 ' OPEN TO PLATFORM BELOW r_,____ - -SINGLE-PLY FULLY ADHERED ROOF MEMBRANE •-• ;< O � - 5/8" COVERBOARD - 5/8'"COVERBOARD r_ i __ (2) LAYERS OF RIGID INSUL. WITH STAGGERED i7 - (2) LAYERS OF RIGID INSUL. WITH STAGGERED f _ - I JOINTS 5.5 TOTAL (R-30 MIN.), TAPERED INSUL. AND JOINTS 5.5 TOTAL (R 30 MIN.) CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. - STRUCT'. METAL ROOF DECK AND SLOPED STRUCT. S6 > FRAMING, 1/4" PER FOOT MIN. SLOPE CC DOAS Q� I SLOPE STRUCT. METAL ROOF DECK £ ` �I -( 31'V - - - - M -- - - - - - --- - - - -/ O 1, , ! 1/4" / 1'-0" � •. 1/2" / 1'-0" 1. ' S.2 G RD ❑ :'' X'rr' ❑ I I I I I A2.1 ¢ ❑❑❑.... --- ❑❑❑ ❑ o El CL x 14 RD n / w i Imo'/ I -.• I � 11/4" / 1' 0" a` 5.5 =^ 11/4 / 1-0" I 1/4" / 1' 0" _ i � I � 1 5-1 F-1 1-i F_T_� [7 1 4,46� F-1 (T 9} A1.5 1/4" / V-0" A.4 -- - - - \ 1 P. . - - -- AS - El W = _ x .I JT.I+7 - - - - 2 - X } / 4.1 1/ " / 1' 0"FL-- I �❑ i I A3.2 RD RD \\ D. +10,1 I I ! ❑ ❑ - - I- 7 '1-77-1 f 1 F__1 f I I -_1 I-_� F-1 1 i1 _1 F-I - - COLL CTOR BO _ - - -- - - - 1 - I - F 2.3 F,- I F, I I t I CANOPY ROOF CONSTR. - RIS - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (1) LAYER OF RIGID INSUL., TAPERED INSUL. NI CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MII ISLOPE' - STRUCT. METAL ROOF DECK A2.1 8 I I 0.5 1❑ 1.8 2 3❑ - - -- - -i -- - - - ---- - - - -- - - - - - - _ - N W UAIID I-T ICE FL GS DS i I I I 5.3 7 8 10 12 13 14 1516 17 18 ®19 20 PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. 1 / - FULLY ADHERED PVC IVIEIVIBRAIVE ROOFIIVG - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING PROJECT NORTH 0' 4' 8' 16' ROOF PLAN - SOUTH 1/8', = 1,4, 2 IRD - EEDDDDEE ____T_ EFIFIF-11-1 +o° C I D RD i I SPIO GU R WI HI EF AG +8" S OW G-U IkIRC -W_I- H I E F AG kL DS 1 lid 21 22 23 24 EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD (2M\ 1 AVt-nO !1C DIl-In IA101 II 1A/1TLI C-f-A/_(_`CD Cn � LM T I-n0 kJ M U LJ II V 0UL. VV 1 I n O I!'117liCRLU JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE - STRUCT. METAL ROOF DECK HP I. I EF �❑� o - - I- -+ - - - - - - - - DS r [10 EIL17] ❑❑ IAR . "W TH ICE FLAGS 'X EPDM ROOF CONSTR, WITH TAPERED INSUL. - R - SINGLE -PLY FUJ Y ADHERED ROOF M MBRANEj` 30VERBO II f� - (2) LAYERS OF RIGID INSUL. WITH S I A+aGERED /JOINTS 5.5 TOTAL (R-30 MIN.), TAP ERE � INSUL. AN ��ITCH TO DRAIN, 11A 25 26 PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. FULLV AnUCUCn DVr nncnnDDAKIC OnnCIAIf'- I nU11L(l L.0 I-VV IVILIVIL)nnIVL RVVI IIVLA - 5/8" COVERBOARD (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING KEY PLAN 32 33 ° MAIN ENTRANCE •: q LEGEND i I ROOF WITH SLOPED STRUCTURAL FRAMING MATCHLINE I � I ROOF WITH TAPERED INSULATION I SOUTH i TAPERED ROOF CRICKET, PROVIDE CRICKETS TO ENTRANCE ° DIVERT RUNOFF AROUND ROOF TOP EQUIPMENT MATCHLINE ivl0 SER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOF PLAN SOUTH DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. AIA REVISIONS CONFORMED SET 1 A 2A 3A 4A MARCH 22, 2019 AA / 1 2/19/19 BID SUPPLEMENT 1 O EPDM ROOF CONSTR. 1 - SINGLE -PLY FULLY AC - 5/8" COVERBOARD - (2) LAYERS OF RIGID I JOINTS 5.5" TOTAL (R-3 - STRUCT. METAL ROOT FRAMING, 1/4" PER FO( I T 1.2 I 01 K.6 FA2 9 Im 0 op PROJE( NORTH 5O © 90 10 11 LOBBY ROOF PLAN 1/8" = F-0" R3 E IUCT. PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING, 1/4" PER FOOT MIN. SLOPE CANOPY ROOF CONSTR. - R6 - SINGLE -PLY FULLY ADHERED R - 5/8" COVERBOARD - (1) LAYER OF RIGID INSUL., TAP CRICKETS TO PITCH TO DRAIN, 1 SLOPE - STRUCT. METAL ROOF DECK 8'-0"HIGH ALUM. LOUVER SWING GATE • v,A MECHANICAL ROOM 263 i GENERA SM262 G �2. RECEIVIN'G 259 1 r CANOPY ROOF CONSTR. - R5 - SINGLE -PLY FULLY ADHERED - 5/8" COVERBOARD - (1) LAYER OF RIGID INSUL. - STRUCT. METAL ROOF DECK FRAMING, 1/4" PER FOOT MIN. AIN LINK FENCE WITH -4 POSTS AT 4'4'o.c. MAX.. — K 3'-6"HIGHx8'-0"WIDEER/ do ER VINYL COATED CH LINK FENCE G GATE -3 \ 4 A4.3 2 DS 1 LOADING DOCKIEOUIP. SCREEN A1.5 1/8" = 1'-0" PROJECT NORTH nr 0' 4' 8' 16' AA BA DA BOX ® ® © ® 0 10 Q"A3.1 MAIN ENTRANCE CANOPY ROOF PLAN 1/8" = F-0" STATE PROJECT NO. 132-0088 N Phase 1 of 4 IA O O �I 0 z Ao U [••I a O ��A z w W�3 o w�� w N w ``tt1yet.11lr..��t 1.,. CArti -,- z #; 20 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 3 A2.3 9 o A2.1 \ 3 TITLE A3.2 d 1 / 3 A3.2 LOADING DOCK - LEGEND 1/ '/1'-0" PLAN, LOBBY, GYM ii AND CANOPIES DS 4BOXj" ROOFPLANROOF WITH SLOPED STRUCTURAL FRAMING- COLtE A2.1 8 [Z3] (�A5.51 16 DATE 11/02/2018 ROOF WITH TAPERED INSULATION COPYRIGHT (c 0.5 1U 1.8 2 O Moser Pilon Nelson Architects 5 SOUTH ENTRANCE CANOPY ROOF PLAN DWG. NO. TAPERED ROOF CRICKET, PROVIDE CRICKETS TO � � • DIVERT RUNOFF AROUND ROOF TOP EQUIPMENT PVC ROOF WITH DECORATIVE BATTENS ROOF GENERAL NOTE S Al I 31 32 33 34 BASE BID ALTERNATE�\ COMPOSITE METAL WALL PANEL SYSTEM AT GABLE END BEYOND I I � PRCFIIVISHEU IVIC I AL FASCIA CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED J(IINITC R" Tr)TAI /R-qn MINI 1 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING ool�lt ens ni�o 14F1 COURSE PREFINISHED METAL FASCIA B.O. ROOF DECK -- 14'-0" — -- 1 I t + 1 } PREFINISHED +�+ Al t METAL GUTTER AND DOWNSPOUT � 33 19 19 19 19 — SECURITY CAMERA I TYP. REFER TO TECH. i i r eRON - f DOWNSPOUT BOOT FIRST FLOOR D — — - - DS — — — — — + — L— — — — -+ r-- -- S I DS � - _ . INV 0" I I �EEQ f EQ RECESS 3/8" EQ EQ RECESS - I RECESS RECESS I EQ 1 EQ - . - --- T -3/8" TYP. I - 3/8" TYP. 3/I 8"TYP. ' �� — AL-U U4TAWMA — — — - - BRICK VENEER— _ — — — — — — — — — —i T _ — — — — — — J I— CYST — — — — ALUM. WINDOW UNIT -MONUMENTAL-SIZE GROUND- CAST STONE SILL - TYPE D FACE CMU VENEER CAST STONE SILL - TYPE C MONUMENTAL SIZE GROUND - FACE CMU VENEER 5 ALT. SOUTH ELEVATION A1s 1/8" = F-0" O Y 36 ALTERNATE glj BASE BID PVC ROOF WITH PVC ROOF WITH DECORATIVE DECORATIVE I BATTENS ROOF BATTENS ROOF CONSTR. - R1 — CONSTR. - R1 1 1 PREFINISHED PREFINISHED I PREFINISHED METAL METAL FASCIA 1''0 METAL FASCIA - I — - FASCIA �7„ COMPOSITE IG I T FIXTURE CENTER 1' 0" METAL WALL VEWR DOOR FRAME, �e PANEL SYSTEME ER TO ELEC. DGS. 7 I CAST STONE COPING - / TYPE A SNOW GU I I / SECURITY CAMERA SNOW GU I I �P ES. TO TECH. B.O. ROOF DECK — `— B.O. ROOF DECK 14'-0" — — — — — — — — — — — — 14 4' �— I BRICK VENEER + PREFINISHED METAL 1 GUTTER AND F72A DOWNSPOUT f CARD READER, C7/A I REFER TO TECH. CASYN61 I \ / ► ( DOWNSPOUT BOOT FIRST FLOOR — — - u _ - _ — — FIRST FLOOR O011 — D I BRICK VENEER I CAT IRON BRICK VENEER 2-0 MONUMENTAL MONUMENTAL SIZE _ OD NOZZLE -CAST S�E-CAP - TYSPOUTOPE OT B IZE GROUND -FACE CMU VENEER REFER GROUND -FACE C MU TO PLUMB. DWGS. ALUM. STOREFRONT VENEER SYSTEM ALT. EAST ELEVATION 1/8" = 1'-0" FINISH LEGEND LUXURY VINYL TILE LVT-1 LUXURY VINYL TILE LVT-2 - LUXURY VINYL TILE LVT-3 BASE BID ALTERNATE LUXURY VINYL TILE LVT-4 LUXURY VINYL TILE LVT-5 LUXURY VINYL TILE LVT-6 ALT. CLASSROOMS FINISH PLAN 1/8" = 1'4' w Un ra W E-� z W O O - O O 000 EXTEND ROOF MEMBRANE UP FACE OF WALL CAST STONE COPING - TYPE A BRICK VENEER ALT. NORTH ELEVATION 1/8" = 1'-0" 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 I U SHEE I AU.3 AND AU.4 FUR WALL ANU PARTITION TYPES. 4. REFER TO SHEET A6.1 FOR DOOR SCHEDULE. 5. HATCH INDICATES MILLWORK, REFER TO 10 SERIES DRAWINGS. 1HR. FIRE -RATED WALL CONSTRUCTION _e_*_ (TIGHT TO I INf1FPSIDE OF STRLIC:TI IRE ARnvF-) �OO� 2HR. FIRE -RATED FIREWALL ROOM FINISH SCHEDULE -ALTERNATES Room No. Room Name FLOORS WALLS CEILINGS MILLWORK Notes Flooring Base N S E W Ceiling Countertop I Cabinet BUILDING 'B' A202 CLASSROOM: GRADES 3-5 LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS A203 CLASSROOM: GRADES 3-5 LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS A207 CORRIDOR LVT-1, 2 & 6 RB-1 P-1/ P-6 (AT ALCOVES)/PWT-1 P-1/P-6 (AT ALCOVES)/PWT-1 P-1/P-6 (AT ALCOVES)/PWT-1 P-1/P-6 (AT ALCOVES)/PWT-1 ACT-1 WINDOW SHADE LEGEND WS1) MANUALLY OPERATED WINDOW SHADE WS2J MOTOR OPERATED WINDOW SHADE I I i I I I I I F El F] Ll El F F F] I O — LEGEND REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase i of 4 ROOF WITH SLOPED STRUCTURAL FRAMING 0 ROOF WITH TAPERED INSULATION O EPDM ROOF CONSTR WITH TAPERED INSUL - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED n/ TAPERED ROOF CRICKET, PROVIDE CRICKETS TO JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND DIVERT RUNOFF AROUND ROOFTOP EQUIP ENT CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. O SLOPE d. STRUCT. METAL ROOF DECK � I 4� H zO j SIM. +10" Q ^ o 1 z �^ A2.1 A i con OMil 1 /4" / 1. 0, DS ,...� d co E 1 SNOW GUfD WITF:ICH, FLAGS u w u r , — — -0 ONOW-E UA D IT IG -FLAGS- - � o o� O t , W 6 A1.6 \ 00 Sim . - 1- A2,1- 1 SIM 36 PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 5 - DECORATIVE PVC BATTENS AT 25"o.c. BASE BID ALTERNATE A1.6 - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD 27 30 31 32 33 34 - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STIR 2 ALT. ROOF PLAN FRAMING NOTE: IF ALT. IS NOTE: IF ALT. IS ACCEPTED, SHIFT ACCEPTED, BASE BID DOWNSPOUT LOCATION. DOOR'20T IS RELOCATED ``) Q TO NEW OPENING. Q I1 ' DS 5 CORRIDOR F-12A M WI I ul A2 7 7 A M Ewe a 2'-3 5/8" 3'-11" 4 5/8" 20'-5 3/16" 6'-4131(16" 6'-01/16"j o 3 (20) LOCKER UNITS 3 3 (8) LOCKER UNITS S 12"Wx12"Dx30"H DBL-TIER 3'TB d'TB "Wx12"Dx30"H DBL-TIE i\ A202 � A203 S3 0 0 _ S3 Oj SINK/BUBBLER AHD. W D. SINK/BUBBLER C SORTER 6 CAB L CAB. SORTER CAB. r %� r Y _ A4.3 I I I I I 6'T CLASSROOM. - CLASSROOM: `J SIM. GRADES 3-5 GRADES 3-5 2 `TB 1 202 A203 f Ar 0 6 A1.6 1 . _ PROJ. PROD. coco DEVICE'"-`�`� 9 Ll J [ ,1, 1 .��1 �_� ._I I " CHARG. ` `�-5` � 1,5'f�fB 4MB DEVICE CAB 12 A8.7 10 CHARG. CAB - DEVICE r`� 11 /° r` =�y- DEVICE CHARG. I l J l J CHARG. - CAB i-�-� f —� 1 -+-� CAB 5 6 •' _ 1 L 6 B 6 B --� __ J i 51M6. I _ 51MB 1 IVVJII IVYJLI VYJII wvJU �, I � BASE BID ALTERNATE 32 33 34 36 27 30 PROJECT 3 ALT. CEILING PLAN NORTH / A1.6 1/8" = 11-0" / 1' 1" 11'4' I I BID!h ALTERNATE 31 v 32 33Y U 34 0' 4' 8' 16' 1 ALT. CLA.SSRO ONE MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE ALTERNATE NO. 1 CLASSROOM EXPANSION DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A1*6 3 A1.7 0 0 N N 0 N E Z z U N z n SEAL AROUND BRACKET MEMBRANE FLASHING AROUND BRACKET MEMBRANE FLASHING OVER P.T. WOOD BLOCKING COMPOSITE METAL WALL PANELSYSTEM ANTENNA BRACKET DETAIL 3" = F-0" GYM ROOF — 25'-4" Ah B.O. ROOF DEC 411(7 14'-0" WALL SECTION AT ANTENNA 3/4" = 1'-0" S R ® © OO N\ - — — — — — — — — — --�- — — . — — I v T CR' GYM ROOF I.6 - 25'-4" ILTS, IK�o __ - __ d- EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING, 1/4" PER FOOT MIN. SLOPE ROOF DECK N\ 14'-0" O Q - R S S.3 0 CC1 ST, PA PARTIAL EAST ELEVATION 1/811 = 1'-0" n i \I / T I- — — — — — —i — - — — — — — — — - — — — OPEN Tb BELOW '1 / I \ I \ I 77 I I I OPEN TO -PLAT A'j'�jf��(.p 3 , i b C/) Li i 1 LL - - i -- - L-w 11 PDC II ! I II I 4• O ® ® \ 1 ALT. ROOF PLAN A1.7 1/811 = 1'-0" EMERGENCY COMMUNICATION ANTENNA WITH WALL BRACKETS CENTERED ON COLUMN 3 Ed 360 ;x EMERGENCY COMMUNICATION ANTENNA WITH WALL BRACKETS CENTERED ON COLUMN REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 01* " Q ACA; '1 r •_ MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE ALTERNATE NO. 3 EMERGENCY COMMUNICATIONS ANTENNA DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A1*7 GYM ROOF 25'-4" — B.O. ROOF DECK 14'-0" FIRST FLOOR_ 0" GYM ROOF 25'-4" � B.O. ROOF DE FIRST FLOOR 0" NORTHEAST ELEVATION 1/16" = F-0" 1A 2A 3A 4A 5A 6A 7A SA 9A 0� GYM ROOF — 25'-4" B.O." ROOF DECK — 14' 0 [M, FIRST FLOOR _ Y On COURTYARD NORTHWEST ELEVATION 1/16" = F-0" 2 L B.O. ROOF DECK 14'-0" FIRST FLOOR O! 1 WEST ELEVATION A2.o 1/16" = F-0" QnT TTT-T IPT IPAT A TTnXT 1J tJ <J 1 11 LL.L v 1-x 1 1 V 1,911 1/16" = F-0" EAST ELEVATION A2.o 1/16" = F-0" B.O. ROOF DECK 14'-0" lL Fltij I FLUUI t n COURTYARD NORTHEAST tLE VA ION A2.o 1/16" = F-0" COURTYARD SOUTH ELEVATION 1/16" = F-0" GYM ROOF — 25'-4" B.O. ROOF DECK FIRST FLOOR — I O NORTHWEST ELEVATION B.O. ROOF DECK ii CIDQT CI !1(1D -LVVR— ou COURTYARD WEST ELEVATION 10 1/16" = F-0" COURTYARD EAST ELEVATION 1/16" = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 �tppltitttlt/////� MUSER KEY PLAN PILON N.T.S. NELSON ra AR C H I T E C T S 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 MAIN FNTRAN(-F •, TITLE / OVERALL Q EXTERIOR m ELEVATIONS — — CO�U YARD ZV Q 0 \ J DATE 11/02/2018 m 's — — 9 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. a SOUTH • ENTRANCE ° A2*0 2 O PREFINISHED METAL GUTTER AND DOWNSPOUT PREFINISHED METAL FASCIA COMPOSITE METAL WALL PANEL SYSTEM I - 11 CAST STONE COPING - TYPE A BRICK SOLDIER COURSE BRICK VENEER o iLUM. WINDOW UNIT T CAST STONE SILL - TYPE C OD NOZZLE T REFER TO r PLUMB. DWGS. -� MONUMENTAL SIZE 3ROUND-FACE CMU VENEER 1/8" = F-0" o PREFINISHED METAL FASCIA N.T.S. 2 MAIN ENTRANCE • W 4 ❑ CO/6 YARD Z J � - 0 5D 47 / \� m lumm �,, REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 - SOUTH • ENTRANCE Fir: 11� 8 , O '11 A 1B 11 O A3.1 PVC ROOF WITH DECORATIVE 0 1 O ® 8 BATTENS ROOF 13 CONSTR. - R1 PREFINISHED METAL FASCIA I� A O 0„ 11-0„ 1-0 Z7 PREFINISHED METAL GUTTER SN U RD IT IC F _G `D � AND DOWNSPOUT —,,, I SN I U RD IT IC F � AG � Q � - GYM ROOF _ _ GYM ROOF PREFINISHED METAL COMPOSITE METAL WALLCIA L 6' 0" 4' 0" 6' 0" 4' _ j 0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" EQUALOP PANEL SYSTEM 6'-0" 1'-1" 1'-1" 4' 0" 6'-0" EQ EQ NOW) - EQ EQ ram, Q 1 TYP. 63 CAST STONE CAP - TYPE B B B1 B1 I -`i M■Yy ?/� BRICK VENEER � DS DS � B.O. ROOF DECK "' CJ \ ROOF DECK 14'-0" — PREFINISHED METAL COMPOSITE METAL WALL 14' DOWNSPOUT WITH PANEL SYSTEM ►� I SPLASHBLOCK - EXTEND ROOF MEMBRANE ' � SECURITY CAMERA TYP., O\ REFER TO TECH. DWGS. t UP FACE OF WALL O Z -I I PLATFORM - - - - - - - - - - - - - - -j_ - -PLATFORM O FIRST FLOOR 1 FIRST FLOOR V w o„ — T oil L MONUMENTAL SIZE GROUND- FACE CMU VENEER - - - -1-; - -- BOOT CAST-IROIV DOl NPOUT�� - - Z -L l"� - - - - �-L �� - �- `�_ - J - LIGHT FIXTURE CENTER OVER DOOR FRAME, REFER TO ELEC. " DWGS. 0X.80 YO I j� PREFINISHED METAL GUTTER 0 Amn I owmgpoi IT WITH 1 0720 Elm EXTEND ROOF MEMBRANE UP FACE OF WALL PARTIAL WEST ELEVATION 1/8" = F-0" 6 PARTIAL SOUTH ELEVATION A2.1 1/8" = 1'-0" W 4 0 I PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 1 A4.2 AO 1 A4.1 ©B.1 B.9 PREFINISHED METAL FASCIA PREFINISHED METAL FASCIA I ( COMPOSITE METAL WALL COMPOSITE METAL WALL PANEL SYSTEM PANEL SYSTEM 1' 0 PREFINISHED METAL ©1" GUTTER AND DOWNSPOUT a WITH SPLASHBLOCK CENTER ON PILASTERS ALUM. CURTAIN WALL C // SYSTEM B.O. ROOF DECK _ <o N T 5" EXTEND ROOF MEMBRANE B4 1' 13/i6° UP FACE OF WALL CANOPY IN ROUND r (SHOWN DOTTED) 3 PILASTERS 3 3 I 101 2 \ 101.1 \ ALUM. CURTAIN WALL AND ENTRY DOOR SYSTEM - FIRST FLOOR _ ALUM. CCU TAIN WA L SYSTE� t i_ - - u L_J_- - 0" _ _ y _ E CAST STONE CAP - TYPE B MONUMENTAL SIZE-- CAST STONE SILL - TYPE C L SECURITY CAMERA, GROUND FACE CMU VENEER REFER TO TECH. DWGS. 1 PARTIAL WEST ELEVATION A2.1 1/8" = 1'-0" ib A4.6 GENERAL NOTES © �_O) O B.9 © C.9 0 0 G.8 0 1. REFER TO SHEET A5.8 FOR CAST STONE TYPE/SHAPES. PREFINISHED METAL COPING PREFINISHED METAL COPING DIM. Al CAST STONE DETAIL REFERENCE ROOF SCREEN: PVC ROOF WITH DECORATIVE I ROOF SCREEN: PVC I I BATTENS RO F CONSTR. - R2 F117- ROOF WITH 5 DECORATIVE WA4.41 _rrjj '�% BATTENS ROOF KE 1 PLAN [;f I I 1 0" CONSTR. - R2 1'-p" 1 1 I � I � 7„ I I i II 11 1 1 0Y, , 1 1 5 4 3 4 1 4' 6 0 1 4' 3'-4' 3'-8' _ 0 CAST STONE COPING - TYPE A 4'-8" 3' 4" 1' 4" 6'-0" 1' 4" 3' 4" 6'-0" 3'-4" 4" 6'-0" V-4" 3'-4 8'-8" 3' 4' V-4" 6'-0" 4'-8" '-0" 3'-4" 1'4' 6'-0' 1' 4" 3' 4" 4'-6" CAST STONE COPING- TYPE A Al TYP. Ai TYP"IAZ�c A2 Al TYP. BRICK VENEER CAST STONE COPING - TYPE A BRICK VENEER CJ CJ CJ CJ CJ N" B.O. ROOF DECK '---.� B.O. ROOF DECK 14'-0" 14'-0" BRICK I SOLDIER COURSE , --- BRICK SOLDIER COURSE ' . T+ + 3 BRICK SOLDIER COURSE SECURITY CAMERA TYP. , SECURITY CAMERA TYP., EXP. JT. AND COVER REFER TO TECH. DWGS. REFER TO TECH. DWGS. BOX /� /L� l__Y 18 / /19 /18 18 / 19 -18 I ALUM. WINDOW UNIT ALUM. WINDOW UNIT ALUM. WINDOW UNIT CAST STONE SILL - TYPE C CAST STONE SILL - TYPE C CAST STONE SILL TYPE C i.. FIRST FLOOR _ _ _ _ RECESS L�LL FIRST FLOOR u il RE SS I RECESS RECESS 0 MONUMENTAL SIZE GROUND- RECESS RECESS RECESS 1 O �� MONUMENTAL SIZE GROUND FACE CMU VENEER J '� � %T OD NOZZLE, REFER MONUMENTAL SIZE GROUND- 3/8" TYP. 3/8" TYP. 3/8" TYP. FACE CMU VENEER 3/8" TYP. 3/8" TYP. 3/8"TY . _ _ _ _ _ _ _ _ _ -I _ Z ®� _ - T9PLUMB�W`GS.= _ _ FACE CMU VENEER - I �E F - 'LIWAiHYDRANT, REFER TO WALL HYDRANT, REFER TO PLUMB. DWGS. PLUMB. DWGS. PARTIAL NORTH ELEVATION � PARTIAL WEST ELEVATION 1/8" = F-0" o 0 00 @ PREFINISHED METAL FASCIA PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 7" 7" PREFINISHED METAL GUTTER S AND DOWNSPOUT g;fSN W GYM ROOF OIL- - 9PREFINISHED METAL FASCIA l-�5 l `Y �Y COMPOSITE METAL WALL - I 1 PANELSYSTEM EQ EQ EQ EQ 6' 0" 4' 0" 1'-1" 1'-1" 6'-U' Ll Bi B1 B CAST STONE CAP - TYPE B B B11YP, DS I BRICK VENEER DS - - - - - - - - - - - - - / - CJ - - N B.O. ROOF DECK ALUM. STOREFRONT PREFINISHED METAL 14-0 QI SYSTEM DOWNSPOUT WITH , m EXTEND ROOF MEMBRANE SPLASHBLOCK - = SECURITY CAMERA TYP., UP FACE OF WALL REFER TO TECH. DWGS. i I o I I { I IVCAST IRON DOWNPOUT - - - BOOT FIRST FLOOR - - MONUMENTAL SIZE GROUND- -__T: - j FACE CMU VENEER �--�- - BRICK SCEDER C9S1R- ALUM. STOREFRONT AND J ENTRY DOOR SYSTEM 7" I GYM ROOF VV 25'-4" O io co Nei B.O. ROOF DEC 14i-0" PLATFORM 2'-0" FIRST FLOOR 0" PARTIAL NORTH ELEVATION 1/8" = F-0" 3A 3 PVC ROOF WITH DECORATIVE BATTENS ROOF A3.1 A4.9 CONSTR. - R1 LIGHT FIXTURE CENTER OVER DOOR FRAME, REFER TO ELEC. i PARTIAL WEST ELEVATION 1/8" = 1'-0" PREFINISHED METAL FASCIA A4.9 OK 1.6 1.2 OI OH PREFINISHED METAL FASCIA j " 1, 0„ 1 1711 I I I I 7" S R A - 6' 0" 4' 0" 6' 0 4' 0' 4' 0" 4 0 " i EQUAL 6 0" _� _ 6' 0" - 6' 0" 4'-0" 6'-0" . 4'-0" 6'-0" 4'41 .I 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" I\ (EQUAL o 1 E E PREFINISHED METAL— - ALUM. STOREFRONT PREFINISHED METAL DOWNSPOUT WITH SYSTEM DOWNSPOUT WITH SPLASHBLOCK EXTEND ROOF MEMBRANE : — -- _-_ LASHBLOCK --_—_ - -- - - --------- -- ----- UP FACE OF WALL i t II' I r PT PARTIAL EAST ELEVATION A2.1 1/8" = 1'-0" 1�2n n n n (9_38) n n (11) i1 n n nrl 9YI-0-1 n R1�19 n PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 I _u e 1'-O" I �EXTEND ROOF 7„ 7 MEMBRANE UP FACE OF WALL / PREFINISHED METAL FASCIA 3' 4" 3' 4" 3' 4" 3' 4" 3' 4" CAST STONE COPING I PREFINISHED METAL A3 A4 A4 Al Al TYPE A GUTTER AND DOWNSPOUT PREFINISHED METAL GUTTER I AND DOWNSPOUT 1 WITH SPLASHBLOCK CJ _ B.O. ROOF DECK B.O. ROOF DECK— - _-B.O. ROOF DECK OlL 14'-0" - - 14'-0" `�� 14'-0" T - PREFINISHED 1 METAL FASCIA CANOPY IN SECURITY CAMERA TYP., 7'- REFER TO TECH. DWGS. C NOPY IN FOREGROUND I T COMPOSITE METAL WALL FOREGROUND SHOWN DOTTED I PANEL SYSTEM (SHOWN DOTTED) BRICK VENEER % I EXTEND CANOPY ( ) KNOX ROOF MEMBRANE BOX 0 CAST STONE CAP - TYPE B CANOPY IN FOREGROUND I + '� UP FACq OF WAL BRICK VENEER (SHOWN DOTTED) I ;, CARD READER AND VIDEO bo 1 FLOOR _ �� _ N ENTRY SYSTEM FIRST FIRST FLOORFIRST FLOOR — - - ~ WALL HYDRANT, REFER MONUMENTAL SIZE GROUND- u MONUMENTAL SIZE GROUND- u SIZE GROUND- ,tt: _ .. TO WGS. _ -----_ _ - FACE CMU VENEER - �- - - `�+� ' CoN� r� FACE CMU VENEER FACE CMU VENEER �•s��' ""•':�, A�t7M. ST011`14 W AND - - - - - - - - - - - �4 JNCAN pF ENTRY DOOR SYSTEM PARTIAL SOUTH ELEV.10 _ PARTIAL SOUTH ELEV . °2 = 9 A2.1 1/8" = F-0" - O A2.1 1/8" = 1'-0" PVC ROOF WITH DECORATIVE BATTE=NS ROOF CONSTR. - R1 n n�R1n n n n n COMPOSITE METAL WALL 7" 7" M PANEL SYSTEM PREFINISHED METAL FASCIA M 'REFINISHED METAL GUTTER ` 10' 0" 10' 0" AND DOWNSPOUT o MOSER M rik B.O. ROOF DECK- PI 14'-0" — — — — — - — — — LOl�T EXTEND ROOF MEMBRANE NELSON UP FACE OF WALL PREFINISHED METAL 11A PARTIAL WEST ELEVATION A R C H 1 T E C 13 FASCIA A2.1 1/8" = 1'-0" PREFINISHED METAL GUTTER AND DOWNSPOUT O ROOF DECK OIL PVC ROOF WITH 14'-0" DECORATIVE BRICK SOLDIER COURSE BATTENS ROOF CONSTR. - R1 BRICK VENEER 7" ALUM. WINDOW UNIT c'' CAST STONE SILL - TYPE C C, FIRST FLOOR C? 0" - B.O. ROOF DECK_- 14'-0" MONUMENTAL SIZE GROUND- EXTEND ROOF MEMBRANE FACE CMU VENEER UP FACE OF WALL CAST IRON DOWNSPOUT BOOT 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 O TITLE COMPOSITE METAL WALL EXTERIOR PANEL SYSTEM ELEVATIONS PREFINISHED METAL FASCIA PREFINISHED METAL GUTTER 1'-0" AND DOWNSPOUT -7 10'-0" \ - DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects i DWG. NO. llF3 PARTIAL EAST ELEVATION All rn,n nhhr,nnTLl nC/"'nOATI\fC RATTCAIC R!'1nG 0 0 1.0 N 0 N m E z U n z CL BRICK VENEER PREFINISHED METAL FASCIA PREFINISHED METAL GUTTER D DOWNSPOUT MONUM no��Inneu�n 7" 1 PARTIAL EAST ELEVATION 1/811 = 1'-0" 34 PVC ROOF WITH DECORATIVE 1' 0° 1' 0° BATTENS ROOF 7„ CONSTR. - R1 PREFINISHED METAL FASCIA BRICK VENEER 10'-01, w SECURITY CAM RA TYP., REFE� TO u TECH. GS. MONUMENTALIZE Z - GROUND -FACE CMU VENEER COMPOSITE METAL o WALL PANEL SYSTEM PREFINISHED o METAL FASCIA o B.O. ROOF DECK -_ EXTEND ROOF MEMBRANE UP n PVC ROOF WITH (X) DECORA T IVE v BATTENS ROOF CONSTR. - R1 PREFINISHED METAL FASCIA i 0. ROOF_ ° DECK P 14'-0" CV O M I RP1r.K \/FNFFP CARD READER, REFER TO TECH. DWGS. FIRST FLOOR 0" MONUMENTAL SIZE GROUND -FACE CMU VENEER GUARD WITH ICE f EXTEND ROOF MEMBRANE UP FACE OF WALL ROOF DECK 111[1 14'41 -__IRST FLOOR 0" lA PARTIAL NORTH ELEV. 1/811 = 1'-0" n n 8 COMPOSITE METAL V-0" 1'-01, WALL PANEL SYSTEM o 7„ PREFINISHED METAL M FASCIA M 2 0 10'-01, 10' 0" 3.0. ROOF DECK - - - - - - - 14'-0" FACE OF WALL - COMPOSITE METAL WALL PANEL SYSTEM CAST STONE CAP - TYPE B FIRST FLOOR _ FIRST FLOOR All- - - 011 pll - - - - u MONUMENTAL SIZE E - = I GROUND -FACE CMU VENEER PARTIAL NORTH ELEV. A2.2 1/811 = 1'-011 - COMPOSITE METAL WALL PANELSYSTEM PREFINISHED METAL FASCIA PREFINISHED METAL GUTTER Amn nn1N1\IQPnI IT /l1VV VVYIYVI VV 1 B.O. ROOF DECK 1411-/ 14'-0" 0 'VC ROOF WITH DECORATIVE BATTENS ROOF DONSTR. - R1 'REFINISHED METAL FASCIA 'REFINISHED METAL 3UTTER AND DOWNSPOUT .0. ROOF DECK 091 - - 14'-0" Y BRICK VENEER CAST IRON DOWNSPOUT BOOT FIRST FLOOR _ pll 1' 0 MONUMENTAL SIZE GROUND -FACE CMU VENEER V/"lV 1 II IVIV DOWNSPOUT BOOT PARTIAL SOUTH ELEVATION 1/811 = 1'-0" S.2 S.1 PARTIAL EAST ELEVATION 1'-0" - n PVC ROOF WITH 2 EXP. JT. AND COVER DECORATIVE A4.4 PREFINISHED METAL PREFINISHED METAL YA XA COPING VA UA TA BATTENS ROOF CONSTR. - R1 Sq Rq Qq FASCIA PA OA PVC ROOF WITH ROOF SCREEN: PVC ROOF WITH DECORATIVE BATTENS ROOF DECORATIVE BATTENS ROOF I CONSTR_ - Ri CONSTR. - R2 I I I I I I I I SE RE URI ER YC, 0 T ME AT DW P., S. EFI ISH META PREFINISHED METAL 'i GUTTER AND \ j I PR Fi vi CIA HEr` ,H I"vi T AL G' D T T E WN Ai POT '' y� 4 DOWNSPOUT I I I I FA I B.O. ROOF DECK - - - 14' 0" CJ CJ CJ CJ SECURITY CAMERA, 1 r t" REFER TO TECH. ! DWGS. BRICK VENEER 19 19 19 19 19 19 18 H/77H, 18 19 19 /- CASTIRON DOWNSPOUT BOOT I �.. �., / ` I I : _ y_z J I S L r� os !L 1 FIRST FLOOR - -- - DS -_ - - 1' 0" ,RECESS 3/8' T- -°II 1' 0" RECESS RECESS RECESS BRICK SOLDIER 1 0 BRICK SOLDIER r MONUMENTAL SIZE PREFINISHED 1-�I _ BRICK VENER !1Z _ _ - _ ! 3/8" TYP. 3/8" TYP. 3/8" TYP. COURSE ALUM. CURTRN ALL��ITGROUND-FACE META FASCIA_-- ZZCMU VENEER E - = - _ _ - ALU=URTAIN WALL - - -WALL-H RANT,-REF€R -AL�NI WINDOW IT MONUMENTAL SYSTEM ALUM WINDOW UN MONUMENTAL SIZE SYSTEM TO PLUMB. DWGS. CAST STONE SILL - GROUND -FACE CAST STONE SILL CAST STONE SILL - GROUND -FACE CAST STONE SILL - TYPE C CMU VENEER TYPE D TYPE C CMU VENEER TYPE D OD NOZZLE, REFER TO PLUMB. DWGS. PARTIAL SOUTH ELEV, PARTIAL SOUTH ELEV. 1/8" = 1'-011 A -2 1/8" = P-0" PARTIAL EAST ELEVATION 1 /QII _ 11_nll -V I- PVC ROOF WITH �� DECVRAI IVE (�a �\ HnA\ HQA\ l y/jl H UY1 �C%A1` /Vn, �^ "" BATTENS ROOF '��I-/�-y��,��' �/ ROOF SCREEN: PVC 7 CONSTR. - R1 3 2 ROOF WITH PVC ROOF WITH 7 A4.3 A4.3 1 0 PREFINISHED 4 1' 011 �' I 1' 0" DECORATIVE DECORATIVE 7" q METAL FASCIA A4.3 7„ 711 BATTENS ROOF I I I I CONSTR. ROOF -� // �� C..nNSTR - R1 I ��• o I V COMPOSITE METAL 1 0 9 WALL PANEL SYSTEM _ 7° ° T-4' 4'-0" 4 0 3 4' 4 0 4'-0" 3 4' 6' 4 4 0 14' 0 2' 0 j 2' 4" PREFINISHED CAST STONE 6'-0" 10' 0" 10'-01, 0 2 ` A5.4 2 A2 CAST STONE CAP METAL FASCIA I� A2 Al TYP• I I Al TYP. A CAP, TYPE A Al TYP. M A5.4 PREFINISHED i _' METAL GUTTER 9 TYPE A BRICK VENEER - - - - - - - - -AND `' A5.4 SECURITY CAMERA, DOWNSPOUT / CJ _ - - - CJ CJ- CJ - CJ - - CJ - CJ T-.0_ROOF DECK B.0_ROOF DECK REFER TO TECH. D_WjG + �- EXTEND ROOF MEMBRANE T - - 14'-0" 14'-0" a - t + +s, UP FACE OF WALL BRICK SECURITY CAMERA, { I : I r BRICK SOLDIER / F VENEER REFER TO TECH. DWGS. -�' - F ' ° COURSE / o PARTIAL NORTH ELEV. SECURITY - I EXTEND ROOF CJ ,- BRICK VENEER COMPOSITE METAL F 10A OPEN urn AO 1) fon __ 11 nit CAMERA, REFER 1 MEMBRANE UP F OF WAL L �- , - CAR READER, REFER PANEL SYSTEM " i---�-� KNOX SECURITY CAMERA, x REFER Tn TFG! I DWGS \ A) 1/ d = 1 -� TO TECH. DWGS. ® CAST IRON DOWNSPOUT / TO TECH. DWGS. MONUMENTAL SIZE GROUND -FACE CMU TO TECH. DWGSLIGHT FIXTURE REFER / 5 1 I I 59.2 I 62. ( 63. E BOX � � � � MONUMENTAL SIZE GROUND -FACE / I PREFINISHED METAL COPING ROOF SCREEN: PVC ROOF WITH DECORATIVE BATTENS ROOF f+nnlQT- o 0O VVIVJ I R. IiG .0. ROOF DECK OIL 14'-0" REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 FIRST FLOOR 0" STONE SILL - D CAST STONE CAP - TYPE B ALUM. STOREFRONT AND ENTRY DOOR SYSTEM I � O P\/r. Rn_n_F WITH A DECORATIVE 1 I V BATTENS ROOF A4.4 A4.3 j CONSTR. - R1 O PREFINISHED METAL F�~( FASCIA PREFINISHED METAL GUTTER AND DOWNSPOUTLL-1 I I I I I I I I I I I_ I I I [A W - .0. ROOF DECK OL CJ CJ 14' 0" w SECURITY CAMERA, O A { REFER TO TECH. DWGS. � ram, liT MI p BRICK VENEER �■i■� `•/ 19 -19 -19 - CAST STONE CAP, TYPE A - BRICK VENEER IVIVIV VIVIEIVAr!KlTAL SIZE GROUND -FACE CMU VENEER 6' 0" 6' 0" 6' 0" ! 4' E3" Al TYP. A2 CJ / CAST IRON ck, x DOWNSPOUT BOOT O r 1 ram, G..� 11 - - F-� -LE LFIRST FLOOR OL _LE- - - p 1' 0 _ + MONUMENTAL SIZE 7_1 - - GROUND -FACE WALL HYDRANT, CMU VENEER REFER TO PLUMB. DWGS. - - N l , N■r■q CA BA AA I I i F-0" 6'-0" -T 3'-0" 6'-0" _ Al TYP. CAST STONE CAP, TYPE A CJ - CJ q I " + { I BRICK VENEER f MONUMENTAL SIZE GROUND- ( j FACE CMU VENEER i PVC ROOF WITH WALL BOOT VENEER \ / \ / j CMU VENEER co \ii -- - OR C\l FLOOR BATTDECENSTIVE ROOF nnnlrl nvnrrAe RAnkil1KACAITAl - 1 - - I - I TL FIRST FLOOR i1 FIRST FLOOR_ - - - I ,I F R T p„ �, F FIRST FL COMAN POSITE METAL IVIVIVVlV1L1Y „� - T....,. CONSTR. - R1 / - - u - - - - „ p- - - + ,�!.�...- , „ PREFINISHED ME TAL FASCIA FACE SIZE GROUND- _ 1 ° PREFINISHED METAL GUTTER VENEER U I- I ! GATE POST I I I '� - I - ' - - 0 7" / - I RUBBED FINISH - -44� - 1 p„ AND DOWNSPOUT - - - - DOCK LEVELER - - - - - - - -EXPOSED FINISCONH WITH - - - Z- WELDED TO STEEL GALV. STEEL - - - -_ - - - - - - - - - - - - - o �T' - - - CHANNEL - _ - - ANGLE GUARDS A - - - - �' O.H. DOOR JAMBS ' PARTIAL SOUTH ELEV. PARTIAL EAST ELEVAT 9 PARTIAL SOUTH ELEVATION 1� PARTIAL EAST ELEV. PARTIAL NORTH ELEV. 7A Ann „ 1 11 11 1/811 B.O. ROOF DECK_r _ - - - - - A2.2 A2.2 1/8/i = 11-0 it 14'-0" EXTEND ROOF MEMBRANE J UP FACE OF WALL PARTIAL SOUTH ELEV . 1/8 = 1-0 - - 1 1 4 3 2 A3.2 A4.3 A4.2 R4.2 A4.2 SECURITY CAMERA, © ® 2� 1� 7A 6A 5A 4A 3A 2A 1 A REFER TO TECH. DWGS. ROOF SCREEN: PVC SECURITY CAMERA, ISHED CAST STONE BRICK VENEER ROOF WITH REFER TO TECH. DW S. METAL N FASCIA CAP, TYPE A ALUM. LOUVER SCREEN CAST STONE SILL, TYPE C DECORATIVE i EXP. JT. I I 1 6 AND 8'-0"HIGH ALUM. BATTENS ROOF' ! BRICK VENEER BRICK SOLDIER COURSE j CONSTR. - R2 -- 1'-011 A4.4 LOUVER SWING GATE 1 _p MONUMENTAL SIZE 7" 2'-81/2" 7 5.4 10' 0" TYP. GROUND -FACE CMU � , A / It 1_ _ ° 1_ �, - 11 i 11' it II 1 11 1_QL 41141_QII 31-4" 3'-0" / -i 1 A2 Al TYP. " , oo U O CENTER ON PILASTERS PREFINISHED VENEER 3' 4 3 8' 3 4 4 8 3 4 4 8 3 4 4' 8' 3 4 4 8 3 4 !2F'6 11 ' 20' 3' 4 4' 8 3-4 4 Ai TYP. METAL FASCIA 3 -4 6'-0' 6'-0 6 -0' 6'-0 6 0 6' 0 6 0 ; - 6' 0 3' 4 ! A2 Al TYP. Al TYP. I 10'-0" N G J CJ CJ CJ - - - - - CJ - - - - - - CJ - - - CJ - - - - - - - - - ' - - B.O. ROOF DECK -- - - j. I } + + { - I 1 5"jfl� 3 31/2' COMPOSITE METAL + B3 _ B4 PANEL SYSTEM CAST STONE CAP, TYPE B 1 1/4" 03:6 \ / 3 1 BRICK VENEER / / I _ o _ � � I � �� MONUMENTAL SIZE GROUND zo ++ < 1 FACE CMU 1 VENEER i i _ WT I i i FIRST FLOOR OL N - pn INSTALL'FDC'SIGNAGt',1 OD NOZZLE, REFER TO ! FURNISHED BY FIRE MARSHA PLUMB. DWGS. t�� I - - - - �= _ _1L J �L11L L - - - - - - - - - - - - -L - MONUMENT t SIZ - - - - - - - - - - - - _ - v _ GRO�JNCFFP,; C ENEER I COMPOSITE METAL CAST STONE SILL TYPE C - E ��_------- ---- - - - - - - - - -- - - - Z EXP. JT. AND COVER PANEL SYSTEM CAST STONE CAP, TYPE B PARTIAL NORTH ELEVATION 1/8" = F-0" GENERAL NOTES 1. REFER TO SHEET A5.8 FOR CAST STONE TYPE/SHAPES. DIM. Al �} CAST STONE DETAIL REFERENCE KEY PLAN N.T.S. MAIN ENTRANCE • SOUTH i ENTRANCE ° 1I *& B � or 2 11 GO 0 --- FC ,y z ,rIl) Ai rrr/ttttt 1V10 SElK PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE EXTERIOR ELEVATIONS i 4 4 13 DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A2*2 2 2 A4.8 A4.8 A4.1 4A 3A 2A 1A 11 10 9O © O 0 PRE -FINISHED METAL FASCIA PRE -FINISHED PRE -FINISHED METAL ASC A METAL AL FASCIA PRE -FINISHED METAL GUTTER, COMPOSITE DOWNSPOUT METAL PANEL BLOCK AND LASH N SYSTEM _ FLASHING, EXTEND COMPOSITE METAL I I �30 ROOFING MEMBRANE B.O. ROOF DEC PA_NEL_SYSTEM - - UP FACE OF WAL B.O. ROOF DECK - jk B.O. ROOF DEC - - - - - - - - - - - - 14'-0" PRE -FABRICATED 14'-0" 14'-0" - - 1 1-1 SCUPPER AND COMPOSITE METAL I FLASHING, EXTEND ROOF COMPOSITE METAL DOWNSPOUT - - - = PANEL SYSTEM MEMBRANE UP FACE OF WALL PANEL SYSTEM I BRICK VENEER / I COMPOSITE METAL PANEL MONUMENTAL SIZE SYSTEM -FACE CMU VENEER TONE 1 GROUND 1 5 \ CASTSTONE CAST IRON DOWNSPOUT CAP, TYPE B BOOT \ / BRICK VENEER FIRST FLOOR- - - - - - - - 17 p" MONUMENTAL SIZE GROUND - FACE CMU VENEER PARTIAL NORTH ELEVATION 1/811 = 1'-011 1 A4.1 © 6.1 B.9 �- PREF►NISHED METAL ASCIA BRICK VENEER - CAST STONE CAP, TYPE B COMPOSITE METAL Al PANEL SYSTEM 10'-01, TYP. B.C. ROO B.O. ROOF DECK 4V 14'-T - - - - --- ( w I FIRST FLOOR- t CV I - — FIRST FL i MONUMENTAL SIZE `— DIMENSIUNAL TI GROUND -FACE CMU CHARACTER SIGNAGE VENEER CANOPY ELEVATION 1/8" = F-0" 5 A4.6 3A I CENTER ON PILASTEI :LLL --- 1 2 AA G ® 10 2 EPDM ROOF CONSTR. A4.8 _ OVER SLOPED EPDM ROOF CONSTR. 2 A3.1 OVER SLOPED 11 STRUCT. - R3 1A 2A STRUCT. - R3 3A 4A JH IH CH COMPOSITE PREFINISHED METAL METAL WALL COMPOSITE METAL FASCIAPANEL SYSTEM METAL PANEL FASCIA S I tM `y QFlk;iQwrn V 1 - -.. 1 o1lL'1YIV, ,LV METAL GUTTER COMPOSITE PREFINISHED PREFINISHED AND METAL WALL PRE FINISHED METAL GUTTER, _ - - - -- - -/ / / - / DOWNSPOUT N METAL GUTTER, f METAL GUTTER PANEL SYSTEM DOWNSPOUT DOWNSPOUT / _35 /% j / / f AND EXTEND ROOF AND SPLASH AND SPLASH / DOWNSPOUT - LL BLOCK BLOCK MEMBRANE UP FACE OF WALL B.O. ROOF DECK _ _ B.O. ROOF DEC - - 14'-0" - - - - - - - - - - - - - COMPOSITE 14'-0" - - - � FLASHING, METAL PANEL EXTEND SYSTEM ROOFING FLASHING, EXTEND ROOF I COMPOSITE METAL MEMBRANE UP MEMBRANE UP FACE OF PANEL SYSTEM FACE OF WALL WALL PARTIAL NORTH ELEVATION 3 PARTIAL SOUTH ELEVATION 1/8" = 1'-0" 1 A4.2 O B.1 © A ?RE -FINISHED METAL FASCIA COMPOSITE METAL PANEL SYSTEM COLLECTOR BOX ANIn Crl IPPEP nlw vvv DOWNSPOUT CASTIRON DOWNSPOUT BOOT - CANOPY ELEVATION 1/8" = F-0" 1/8" = 1'-0" 2 1.8 O 0.5 CAST STONE COPING - TYPE A ri B.O. ROOF D 1/ 14'-0" EXP. JT. AND COVER BRICK VENEER MONUMEN 1 AL SIZE GROUND -FACE CMU VENEER jk FIRST FL001 0" CANOPY ELEVATION 1/811 = 1'-011 PARTIAL SOUTH ELEVATION 1/811 = 1'-0" PARTIAL EAST ELEV. 1/811 11-011 nR.J PREFINISHED METAL FASCIA 1 COMPOSITE METAL PANEL SYSTEM PREFINISHED METAL FASCIA DIMENSIONAL CHARACTER SIGNAGE �, 11'-8" PRE -FABRICATED COMPOSITE METAL PANEL SYSTEM CENTER ON COLUMNS SCUPPER AND PREFINISHED METAL FASCIA jk B.O. ROOF DECK- DOWNSPOUT B.O. ROOF DECK - - _ COMPOSITE METAL 14'-0" 15 A5.5 14'-0„ PANEL SYSTEM L OATH _E T� # 1 j 4 CJ- BRICK VENEER CHARNSIONAL ACTERR CAST STONE SIGNAGE CAP, TYPE B ' LIGHT FIXT RE, R FER MONUMENTAL SIZE N CAST STONE CAP, nnnNLiMENTAL SIZE TO ELEC. D GS BRICK VENEER GROUND FACE CMU TYPE B GROUND -FACE CMU ��- CAST STO E CAP, MONUMENTAL SIZE VENEER ! CAST IRON VENEER GROUND -FACE CMU \ TYPE B _ I VENEER \ / DOWNSPOUT BOOT BRICK VEN R FIRST FLOOR - - - FIRST FLOOR -^ - o„ o„ I -URE, REFER - - - - DWGS LIGHT FIXTURE, � � REFER TO ELEC. - - -' DWGS CANOPY ELEVATION 1/8" PRE -FINISHED COLLECTOR BOX AND DOWNSPOUT CAST IRON DOWNSPOUT BOOT CANOPY ELEVATION 1/8" = F-0" A4.7 28 29 OB OC JO 29 26 5A 6A 8A Qq CAST STONE CAP, TYPE A Qq SA UA BRICK SOLDIER COURSE�' PRE -FINISHED METAL II FASCIA j I I CAST STONEAl COMPOSITE METAL I I I CAP, TYPE A -- PANEL SYSTEM „ - , „ �/ � T-4" 6'-0" 1'-4" 6'-0" 7 -4 6 0 1'-4"- -6'-0"- _1'-4" 6'-0" 1'-4" 6'-0" T-4" 6'-0" 1'-4" 6'-0" T-4" 4'-11 3 8 - Al TYP. A5 1'-4" 2'-8" -6-0' 1-4 6'-0" 4 PRE -FINISHED 6' 6" 1 TYP. - METAL FASCIA A5 Al Al TYP: Al CJ J B.O. ROOF DECK - CJ - - - - - B.O. DECK 5o CJ C CJ - - - .0. ROOF DECK - 14 -0 B.O. ROOF DECK - - 14 -0' 14 -0 - 14'-0" z / rt_ ! BRICK VENEER I , L I i/ / EXP. JT. AND I q / 19 -19 COVER / 3 / \ � ' -19 19 I � � � r „ \ MONUMENTAL SIZE GROUND - FACE i - _ FIRST FLOOR FIRST FLOOR i CM / FI o -- 2' ill/4" 5' 101/2, 3, -- 0 ' FIRST FLOOR �1 _ -_ _ � -- - ' --- -' - - -- � I � RECESS -81/8" I 0 RECESS - __3/� 8„ TYP- - Di TYP. - - - - - - IIMM _j I I MONUMENTAL SIZE GROUND -FACE CMU VENEER CAST STONE SILL, TYPE C n PARTIAL SOUTH ELEVATION 1/811 = 1'-011 EXP. JT. AND COVER u ---- 3/8" TYP.- - - - - - - - - - - - - _ MONUMENTAL SI - - - - - - - - - - - - - -- - - _ - - z - - SEC ITUAMERA-TYP., - GROUND -FACE CMU CAST STONE SILL, TYPE D - MONUMENTAL SIZE REFER TO TECH. DWGS. -� -z - GROUND -FACE CMU BRICK VENEER VENEER - CAST STONE CAP, VENEER BRICK SOLDIER COURSE CAST STONE SILL, TYPE C TYPE B CAST STONE SILL, TYPE C _ - BRICK VENEER ARTIAL WEST ELEV \l/"1J I J I VIVL DILL, 11 1 L v n PARTIAL WEST ELEVATION PARTIAL WEST ELEVATION 1/811 — 1'-011 PARTIAL SOUTH ELEV. 1/8" = 11-011 24 22 20 19 26 CAST STONE CAP, TYPE A I SEGURIrY M RA, EFER T TE H. WGS. i 6' 0" 6'-0" 1' 4" 6' 0" 1, 6, o„ 6, o, 1, 4, 1,_4„ 6,-0" 71 1 6,_p„ 1 4, 6,_0„ 1'_4�' 6'_p" 5'-10" -'T Al TYP. Al TYP. C J CJ C J - CJ - .0. ROOF DECK .0. ROOF DECK - - - - - - - - - - - - - - - - - 14'-0" 14'-0" I _ i I -L _L-- - _ FIRST FLOOR FIRST FLOOR - u, I _ _ _ _ _ _ _ RECESS - - - - - - -3/8" TYP.- - - - - - I - - - - - - - - - - - - EXP. JT. AND COVER MONUMENTAL SIZE BRICK VENEER GROUND -FACE CMU VENEER BRICK SOLDIER COURSE CAST STONE SILL, TYPE C ORD NOZZLE, REFER TO PLUMB. DWGS. n PARTIAL NORTH ELEVATION P CAST STONE CAP, TYPE A BRICK VENEER LIGHT FIXTURE, REFER TO ELEC. DWGS. Z-0" 6-0" i 6-0" 6'-0" 3'4' I Ai TYP. A2 CJ B.O. ROOF DECK 14'-0" OOR FIRST FLOC ofl u MONUMENTAL SIZE GROUND -FACE CMU VENEER 15 PARTIAL NORTH ELEV 1/8" = 1'-0" A2.3 1/8" = 1'-0" GENERAL NOTES- 1, REFER TO SHEET A5.8 FOR CAST STONE TYPE/SHAPES. DIM. Al CAST STONE DETAIL REFERENCE KEY PLAN N.T.S. 6 ' MAIN ENTRANCE •, 8 L 9'� SOUTH • ENTRANCE 10 REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 � U o � Q � z Ao � Nam Effffffffi woo o ;��z O w�Elf* o � N � W E� W IN may, ;JNCArJ p ,, C) :y LL� %*= 0/2 /� O r �E D A�t��'®,��, MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE EXTERIOR ELEVATIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A2*3 1/811 = 1'-0" 1/8" EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD _ 02 I AVERS ()F PIGIr1 mmi q . 1A1./I1.TP CTA(v,(�FRFrI JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE - STRUCT. METAL ROOF DECK GYM ROOF-- 25'-4" AO © 03 CANOPY ROOF CONSTR. - R5 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (11 IAVFR OF RIGID INSUL, - STRUCT. METAL ROOF DECK AND SLOPED TRUC FRAMING, 1/4" PER FOOT MIN. SLOPE j A4.1 B.O. ROOF DECK 14'-0" �- FIRST FLOOR - 0" i. B.9 C C.9 ( EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD M I AVERS OF RIGID INSUL, WITH STAGGFRFD T. JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING, 1/4" PER FOOT MIN. SLOPE 1„ i -- // - // // - - // / / 7M I XE A 11N1 IC I\ ?ONFEREIll \ F -V - / - - U I f II II lA BUILDING SECTION A3.1 1/8" = 1'-0" jk GYM ROOF - - 25'-4" B.O. ROOF DECK 14'-0" jk FIRST FLOOR EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED m w OE FD GO G.8 OH I OB OC 1.2 PVC ROOF WITH DECORATIVE BATTENS ROOF ! Q CONSTR. - R1 �Im T - DECORATIVE PVC BATTENS AT 25"o.c. = FULLY ADHERED PVC ^AEhIIBRANE ROOFING - 5/W COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) -H - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. I -FRAMING- - - - - - _— - - -- - - � i 1 r 1 FACULTY ' HEALTH I } TOI El\ AS AGE LOUNGE SERVICES I GYMNASIUM 1 1 1641 121 l24 132 1H IV I w1 co1.6 JO ( 1 F- Ah GYM ROOF NP 25'-4" 1 n B.O. ROOF D qV 14'-0" FIRST FLOOR 0" W r1z Q iv QIQ IN BUILDING SECTION 1/8" = 1'-0" PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING I O EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVFRBOARD EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 1A 2A 3A 4A 5A 6A 7� A 9A 0 1 2 13 4 15 © 17 A& - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE _ q1A" n_n_vFR_Rn_AR_n EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - (2) LAYERS OF RIGID INSUL. WITH STAGGERED -SINGLE-PLY FULLY ADHERED ROOF MEMBRANE ROOF SCREEN: PVC ROOF WITH DECORATIVE JOINTS 5.5" TOTAL (R-30 MIN.) I - 5/8" COVERBOARD BATTENS ROOF CONSTR. - R2 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. 2 - (2) LAYERS OF RIGID INSUL. WITH STAGGERED - DECORATIVE PVC BATTENS AT 25"o.c. FRAMING, 1/4" PER FOOT MIN. SLOPE A4 8 JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND - FULLY ADHERED PVC MEMBRANE ROOFING CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. - 5/8" COVERBOARD - - - --META-CPAINEL-WALL- -SLOPE - - - - - - - - - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. fCONSTR. - TYPE W7 - STRUCT. METAL ROOF DECK FRAMING t ROOF I► 1 i I II I HATCH I If It WITH WAHUHAIL I� f r i i 1 1 I I 1 A4.3 t i i Ell TERRY SCROO1 l rI ll LLLIIIULUI -- - -\ I I i — E VESTIBU4ST1UL CORRDOR 255 258 1 1 i i t t i 1 1 I I I I I I I I III I I I I BUILDING SECTION 1/8" = 1'-0" PVC ROOF WITH DECORATIVE BATTENS ROOF 1 B JOINTS 5.5" TOTAL (R-30 MIN.) CONSTR. - R1 A3.1 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. - DECORATIVE PVC BATTENS AT 25"o.c. FRAMING, 1/4" PER FOOT MIN. SLOPE - FULLY ADHERED - 5/8" COVERBOARD VC MEMBRANE ROOFING O O O ® 0 © 5.3 7 8 9 10 11 12 13 14 15 16 17 18 8. 19 20 25 26 27 28 29 30 31 - (2) LAYERS OF RIGID INSUL. WITH STAGGERED 1 JOINTS 5.5" TOTAL (R-30 MIN.) A4.9 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING �------------� � I f 1 � i A4.9 jk GYM ROOF - - - - 25'-4" I B.O. ROOF DECK - - 14'-0" jk FIRST FLOOR MASONRY WALL CDNSTR. - TYPE W3 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. ( -11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER - 1'-0" CMU BACKUP WALL 32 33 34 PVC ROOF WITH 'DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c:. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED INTS j I I - -- 1 - _ i i - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE { JOTRUCT5MEOTAL ROOF DECK AND SLOPED STRUCT. 5/8" COVERBOARD --I-1--_ - - - i Il, ; - - - - 5/8"COVERBOARD - - - - - - _ I \ FRAMING (2) LAYERS OF RIGID INSUL. WITH STAGGERED - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) JOINTS 5.5" TOTAL R-30 MIN. , 1-- __;. STRUCT. METAL ROOF DECK AND SLOPED STRUCT. - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. { FRAMING, 1/4 PER FOOT MIN. SLOPE ,! FRAMING, 1/4 PER FOOT MIN. SLOPE I I I�i... :`.i I i �► I I ;� � •�'-�,-..� I I I I I I 1 I I - i I �i II I II II t 1 I I - I I - 1 -� ,. -° •°� --�---�---•' ELEMENTARY GYMNASIUM I I I I u PE STORAGE CORK DOR I INTENSIVE 01 MEI 1 134 1 0 139 '' �I 1 1 i I i I I I I I I t t I ! t-------- --�� BUIL 1/8" = F-0' -ROOF MEMBRANE - 5/8" GLASS MAT PAPERLESS SHEATHING OVER ZEE FURRING AT 24"o.c. MAX. C, EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - 3" RIGID INSUL. I DING SECTION �� II ��•II// II7 -__ i� B.O. ROOF DECK--- �_ MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5 - 4" BRICK VENEER - -- - AIR SPACE - MASONRY ANCHOR,- AT 16"o.c. MAX. I ! ........:...:. :: ; . • ....... .: I 3 RIGID INSUL. ! A . (?0 • -- / I � r'.','. A SROO F �-� • • •. I - CONT. FLUID-APPLI D AIR BARRIER ( : ':.: ': GRAbE$ 1-�.:.: ' °..: RRIDO GRADES.i ' `' '. - 5/8" GLASS MAT PAPERLESS SHEATHING hl- - - - ;,'.- .;. 231 ..:.. -: :. 22L _; ! : ' L230 '_'.:•;° :.. ; . __ - 6" COLD FORMED METAL FRAMING AT 1 _ - - - 16"o.c. MAX. FIRST FLOOR - --- ! _ - - 5/ 'GWB 0" MASONRY WALL CONSTR. WITH STUD I I MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W6A Ell- - BACKUP - TYPE W6 - 4" MONUMENTAL SIZE GROUND -FACE - 4" BRICK VENEER (RECESSED 3/8") CMU VENEER (RECESSED 3/8") I I I - AIR SPACE - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - MASONRY ANCHORS AT 16"o. . MAX. I I ! - 3" RIGID INSUL. - RIGID INSUL. BUILDING SECTION 5/8" G FLUID -APPLIED AIR BARRIER - 5/8' GLASS MAT PAPERLESS SHEATHING - CONT. FLUID -APPLIED AIR BA RIER C 3B - 5/8" GLASS MAT PAPERLESS SHEATHING A3.1 6" COLD FORMED METAL FRAMING AT - 6" COLD FORMED METAL FRA ING AT - j/g" - 1'_0" 16"o.c. MAX. 16"o.c. MAX. - 5/8" GWB - 5/8" G W B REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 Z O 0 O - PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING T 1 v - 5/8" COVERBOARD -- (2yLAYERS OF RIG ID4NSUL.-WIT-H-STAGGER€D JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUC O FRAMING � Ao - - - - 4'-0"H VINYL COATED CHAIN -LINK I FENCE � 1"'1 F� I I cr cr n � W KEY PLAN N.T.S. 1A 0 MAIN ENTRANCE • 2 SOUTH i ENTRANCE ° m �=( -,`. CAN��ifi. INTO SER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE BUILDING SECTIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A 91 .0 EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED 2 JOINTS 5.5" TOTAL (R-30 MIN.) A3.1 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING, 1/4" PER FOOT MIN. SLOPE AA BA CA DA EA FA GA HA IA JA ROOF SCREEN: PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTI - R2 �- - DECORATIVE PVC BATTENS AT 25"b.c. I I I I (� - FULLY V ADHERED PVC hAFNARRANF.P0()FINC; - 5/8" COVERBOARD - STRUCT. METAL ROOF DECK AND LO ED STRUCT. FRAMING I I : II I III III I I ! II II I ! B.O. ROOF DECK 14'4' - - I � — I I - - - I MECHANICAL! - - I CUSTODIAP ROOM - / \ OFFICE AREA RECEIVI / \ - + 2 33 r 1 261 259 � ' S o0000 FIRST FLOOR AL—V r o" ......... --- I i I I I I I I I I I I I ROOF SCREEN: PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R2 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD li I B �C 1.2 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING 1 J ;A , 1 B.O. ROOF DECK:]- 14'-0" -T- - Amw --�— BREAK-OUT AREA' / \ 232 L] FIRST FLOOR _.. -- - - --- - - - - INV 0'. I II I I EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE - STRUCT. METAL ROOF DECK KA LA MA NA 4A L Ll - - - -I-I- I - - I I' I -7 I I I I I IN I I 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0O II I I I BUILDING SECTXQN 1/8" = F-0" PA QA imill r1dwimmmili 10111 - EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING, 1/4" PER FOOT MIN. SLOPE C 0 RI II I i I � 22i II II S.3 EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING, 1/4" PER FOOT MIN. SLOPE SA TA UA I II I ! I I I I I I II VA XA YA EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE - STRUCT. METAL ROOF DECK PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 DECORATIVE PVC BATTENS AT 25"o.c. T.1 .2 U ® O ZO - FULLY ADHERED PVC MEMBRANE ROOFING I - 5/8" COVERBOARD 1 J - (2) LAYERS OF RIGID INSUL. WITH STAGGERED j JOINTS 5.5" TOTAL (R-30 MIN.) -- -j - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING 2 BUILDING SECTION 113 A3.1 0.5 T 11 12 13 14 15 16 17 18 8. 19 20 21 22 23 24 2 CANOPY ROOF CONSTR. - R6 4.11 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE I I _1 ' ( ' - 5/8" COVERBOARD - (1) LAYER OF RIGID INSUL., TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4' PER FOOT MIN. SLOPE STRUCT METAL ROOF DECK GLASSQ . _218 I..:• GYM ROOF _ _ _ _ _ _ _ --- - -- - '- --- — -- EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 254" - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - -; - 5/8" COVERBOARD - 5/8" COVERBOARD l i 1 - (2) LAYERS OF RIGID INSUL. WITH STAGGERED 2 - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL MIN.) '� JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND (R-30 '^ I I 4.10 I ! 4.10 CRICKETS TO PITCH TO DRAIN iJ4 P N. I I PER FOOT MI I - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. - .---�----1------I------ SLOPE FRAMING, 1/4" PER FOOT MIN. SLOPE , STRUCT. METAL ROOF DECK B.O. ROOF DECK- A5.4 1 -- - -- -, 14'-0" 1 — I � I � ! _ I L - I f ORRIDOR I \ 3 BUILDING SECTION A3.2 1/8" = 1'-0" 25 26 27 28 29 30 31 I I EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE - STRUCT. METAL ROOF DECK j �I I I I I 32 33 34 KEY PLAN N.T.S. MAIN ENTRANCE 3 SOUTH � ENTRANCE REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE - BUILDING Q / - SECTIONS 0 Z_ J� 0 CO/U YARD \ m DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. I 2 A392 .: KEY PLAN N.T.S. 2 MAIN ENTRANCE REVISIONS CONFORMED SET MARCH 22, 2019 2 2121/19 BID SUPPLEMENT 2 V-3 3/8" 2'-10" PREFINISHED METAL FASCIA OVER CONT. P.T . _______ _________________ WOOD BLOCKING --�—� i 1 2 t 1 ! 1 ' 1 1 - I FILL FLUTES WITH j I t MINERAL WOOL INSUL. —t 1 1 12' 01 /2" �� I 1 I I I I1 I I______—__ __L SOFFIT CONSTR. j 3-5/8" COLD FORMED METAL FRAMING AT 16"o.c. MAX. I I 5/8" GLASS MAT PAPERLESS SHEATHING - CONT. AIR BARRIER 3" RIGID INSUL. I I: - COMPOSITE METAL WALL PANEL SYSTEM ON ZEE FURRING I I I 2 4.1 0 PAINT ALL COMPONENTS ABOVE CEILING PANELS'P-9' =—J - I SUSPENDED GWB CEILING !I 1 � 2 1 PANEL, WP-1 ALL EXPOSED SIDES REFER TO CEILING PLAN 5/8" GWB ON EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING, 1/4" PER FOOT MIN. SLOPE EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD $ - (2) LAYERS OF RIGID INSUL. WITH STAGGERED A5.6 JOINTS 5.5" TOTAL (R-30 MIN.) y - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. 1 FRAMING, 1/4" PER FOOT MIN. SLOPE ��---------------------------� j 2'1 i 71/2" i 1 � 1 i l i 1 1 e2 1 1 ! tr --- A6.6 0" I i _ A4.8 — 1 0 ' AL STUD FRAMING AT 16"o.c. MAX.. 1 _ --- —--------- — �— — ----- I I I I I 1 CANOPY ROOF CONSTR. - R5 QIAI(_`1 C-Di V CI II 1 V AnUCDCn DnnC nACnAQDAnIC I AESS EXPOSED STRUCT. COL. BEYOND I ALUM. CURTAIN WALL —aJI1V\:ALI— 1 LI 1 VLLI /'1V1 IL-1 ILV IIVVI IVILIVIUIIll1Vl- - 5/8" COVERBOARD I I I i SYSTEM - (1) LAYER OF RIGID INSUL. ALUM. CURTAIN WAL SYS �M - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. ( I I FRAMING, 1/4" PER FOOT MIN. SLOPE V-1 3/8 2 7 I I WALL PROTECTION OVER GWB will BAO^ ROOF DECK — — — — — — — — —� I— Y I'F -� PREFINISHED METAL FASCIA OVER CONT. P.T. S1 WOOD BLOCKING-------------- ACJ. 5.6 j I 1/4"/1' 0" _ 1 1 I :• 00 T.O. STEEL H.P. 5/8" GWB - 6" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. t I ', I � •I _ I 11 STEEL FRAMING, REFER N - 5/8 GWB METAL PANEL WALL M TO STRICT. DWGS. J� 5/8" GWB : CONSTR. -TYPE W7U 1 _ _ 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - COMPOSITE META 5/8" GLASS MAT PAPERLESS SHEATHING WALL PANEL SYSTEtYI t I. CONT. AIR BARRIER 1 i I . /— —1 Il nn \ A AT �'- - 5 PAPERLESS 1A SHEATHING -3-5/8"COLD FORMED�------- — ---' I A6.4 `-- -- -1--� I, METAL FRAMING AT 16"o.c. MAX, DEFS CONSTR. / I I -DEFS I I - 5/8" GLASS MAT PAPERLESS SHEATHING ALUIVI. CURT AIIV VVAI�L AND EI41 I R Y DOBR S YS 1 EIVI - COLD FORMED METAL I ALUM. CURTAIN WALL FRAMING AT 16"o.c. MAX. SYSTEM I I / I I / I I I I I r m I I C�J O / I I / I I / I I / I I I I I I CONC. APRON AND FROST WALL AT DOORS TYP., REFER TO STRUCT. DWGS. Ah FIRST FLOOR CONC. WALK, REFER TO SITE DWGS. �t S5 I ALUM. THRESHOLD \ r PITCH CONC. AWAY A6.4 _ _ I 1"RIGID INSUL. \ / FROM BLDG. ( ' 1 1 1 - �- ----- WALL SECTION 3/411 = 1'-0" 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER I I I I ALUM. THRESHOLD I` lip CONC. APRON AND FROST WALL AT DOORS TYP., REFER TO STRUCT. DWGS. Ah FIRST FLOOR CONC. WALK, REFER TO SITE DWGS. �t S5 I ALUM. THRESHOLD \ r PITCH CONC. AWAY A6.4 _ _ I 1"RIGID INSUL. \ / FROM BLDG. ( ' 1 1 1 - �- ----- WALL SECTION 3/411 = 1'-0" 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER I I I I ALUM. THRESHOLD I` lip j ,OVER SLOPED `STRUCT. - R3 — — — - 5/8" GWB >. 6" COLD FORMED METAL FFtAMI AT 16"o.c. MAX. °° - 5/8" GLASS MAT PAPERLE S SH ATHING • SPLASHBLOCK N - CONT. AIR BARRIER / •-.. -. •. - 3" RIGID INSUL. ' •- - ...-:L.-• :_.-., - - - - - 5/8„ C OVERBOARD -FPDM ROOF MEMBRANE / . I Ci IF 1 WALL PROTECTION OVER GWB COLUMN ENCLOSURE ' - 5/8" GWB - 6" METAL STUDS AT 16"o.c. MAX. d - R-19 UNFACED BATT INSUL. - - 5/8" GB B + + 7. 11 OPP. I— / A6.6 u ACT CEILING ALUM. STOREFRONT SYSTEM - I � CORRIDOR MAIN OFFICE 1 22 115 1 PAINT ALL COMPONENTS ABOVE CEILING PANELS'P-9' r r { SOUTH ENTRANCE STATE PROJECT NO. 132-0088 N Phase 1 of 4 PREFINISHED METAL FASCIA OVER CONT. P.T. WOOD CD ® BLOCKING 4'-1" 11 A5.6 __L-- 1 O 1 i 1 OFILL FLUTES WITH 1 MINERAL wnni INSI IL• i 1 1 1 I l.1 J H cm) 0 I I � SOFFIT CONSTR. I I - 3-5/8" COLD FORMED METAL FRAMING AT QI 16"o.c. MAX. O I I - 5/8" GLASS MAT PAPERLESS SHEATHING - CONT. AIR BARRIER ^ - 3" RIGID INSUL .II I I - COMPOSITE METAL WALL PANEL SYSTEM 0 ON ZEE FURRING F�1 � A co O bo AESS EXPOSED STRUCT. COL. BEYOND. PAINTED n LL I — - - I Ev 1'�1 ALU . CURTAIN WALL SYSTEM CONT. P.T. WOOD BLOCKING W _.._..—_...—..—...... r EX I END HUUF MEMttFiANt UP WALL 1' 1 1/8" AND UNDER TWO-PIECE METAL FLASHING WITH TERMINATION BAR AND MASTIC B.O. ROOF DECK WCANOPY ROOF CONSTR. - R5 t^ - SINGLE -PLY FULLY ADHERED ROOF MEMBRA E - 5/8" COVERBOARD - (1) LAYER OF RIGID INSUL. a' S1 I a I , - STRUCT. METAL ROOF DECK AND SLOPED ST UCT. - GWB BEYOND, PAINT A6.4 _ , FRAMING, 1/4" PER FOOT MIN. SLOPE I - 5/8" GWB - 6" COLD FORMED METAL FRA ING AT 16"o.c. MAX. - - 5/8" GLASS MAT PAP RLESS SHEATHING N I F - CONT. AIR BARRIER 3" RIGID INSUL. 1A � , I I-1 AlCID I INA, (.I IRTAIN IA/AI I Amn FNTP� nr)op CVCTFM I a--1--r ► I I I I I II I I ti VESTIBULE \ I I \ I, I - I i ALUM. THRESHOLD J WALL SECTION 3/411 = 1'-011 SUSPENDED GWB' =1LING PANEL, WP-1 AFL EXPOSED SIDES REFER TO CEILING PLAN \ \ \ \ \ \ d- o r I I I I I I I I I I I I I I I I I - co I fir• o i I I I. l I I� I I I f ALUM. THRESHOLD I I STEEL FRAMING, REFER TO STRUCT. DWGS. DEFS CONSTR. - DEFS - 5/8" GLASS MAT PAPERLESS SHEATHING - COLD FORMED METAL FRAMING AT 16"o.c. MAX. 1" RIGID INSUL. I �t I PITCH CONC. AWAY _ FROM BLDG. — FIRST FLOOR 1 01, FLOOR TYPE - FS1: - r T - 5" CONC. SLAB ON GRADE, SEE I a I S5 STRUCT. DWGS. A6.4 - CONT. VAPOR BARRIER 2" RIGID INSUL., 24"MIN. " IN EACH DIRECTION I I CONC. FOUNDATION AND FOOTING, REFERLL7 TO STRUCT. DWGS. f i CONC. APRON AND FI WALL AT DOORS TYP REFER TO STRUCT. C MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A4.1 KEY PLAN 3 N.T.S. - �.'00� MAIN ENTRANCE REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 0 FINISHED METAL FASCIA OVER CONT. P.T. WOOD BLOCKING T-0" 1 co rik 1 T.O. STEELt- H.P. 1 I 1 1 i 1 1 14 1 1 I I A5.6 t i 1 + 1 _ i - 1 t 1 1 A A5.1 METAL PANEL WALL CONSTR. - TYPE W7B - COMPOSITE METAL WALL PANEL SYSTEM - 5/8" GLASS MAT - - PAPERLESS SHEATHING - 3-5/8" COLD FORMED METAL FRAMING AT 16"o.c. MAX. FIRST FLOOR_ qv 0" 0 co EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE - STRUCT. METAL ROOF DECK PREFINISHED METAL FASCIA O 1 Q AA OVER CONT. P.T. WOOD PREFINISHED METAL FASCIA BLOCKING OVER CONT. P.T. WOOD 51/4" BLOCKING �51/4 -----------L.- - - - - - - - ----------1 1 � 1 I I 1 A5.6 i 1/4 3 1 A5.6 •---� - i� CORNICE CONSTR. j r j CORNICE CONSTR. - COMPOSITE METAL WALL PANEL SYSTEM I i COMPOSITE METAL WALL PANEL 1 - 3" RIGID INSUL. SYSTEM 1 3" RIGID INSUL. i 1 - CONT. FLUID -APPLIED AIR BARRIER 1 i - 3-5/8" COLD FORMED METAL FRAMING AT 16"o.c. MAX. CONT. FLUID APPLIED AIR I 1 d - + 1 BARRIER 1 - 3-5/8" COLD FORMED METAL FRAMING AT 16"o.c. MAX. CANOPY ROOF CONSTR. - R5 1 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD 1 °° jk B.O. R00_F DECK _ _N _ — — _' + 1 I 1 — — — — B.O. ROOF_DEC_K- 1 - (1) LAYER OF RIGID INSUL. 14'-0" t I + I 14'-0" a - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. t I I o 1 FRAMING, 1/4" PER FOOT MIN. SLOPE 0 11 1 V-6" t 71�/8" I ---- �___--_= ---- (4: -------- — —T ------ l i Ir Ha A6.4 METAL PANEL WALL CONSTR. - TYPE W7 1 I 1 I 1 I 1 i I ; I - COMPOSITE METAL WALL PANEL SYSTEM WITH ZEE FURRING 7 - 3" RIGID INSUL. 1 M 1 ... _ _ _ - CONT. FLUID -APPLIED AIR BARRIER N t ACT-1 - 5/8" GLASS MAT PAPERLESS SHEATHING 1 i - 6" COLD FORMED METAL FRAMING AT I 16"o.c. MAX. 1 1 RADIANT CEILING PANEL, , + + REFER TO MECH. DWGS. — COMPOSITE METAL WALL PANEL SYSTEM DEFS CONSTR. 0PP. 14 HAND A5.6 r - DEFS CAST STONE CAP - TYPE B - 5/8" GLASS MAT PAPERLESS SHEATHING _ AST S CAP- B - COLD FORMED METAL FRAMING AT 16"o.c. MAX. WEEP VENT AT 24"o.c. MAX. I STUD BACKUP - TYPE W5 I - 4" BRICK VENEER METAL PANEL WALL CONSTR. - TYPE W713 - -AIR SPACE `r I - MASONRY ANCHORS AT 16"o.c. MAX. - COMPOSITE METAL WALL PANEL SYST 6' - 3" RIGID INSUL. - 5/8" GLASS MAT PAPERLESS SHEATHING - CONT. FLUID -APPLIED AIR BARRIER - 3-5/8" COLD FORMED METAL FRAMING AT - 5/8" GLASS MAT PAPERLESS SHEATHING 16"o.c. MAX. - 6" COLD FORMED METAL FRAMING AT I 16"o.c. MAX. ALUM. CURTAIN WALL SYSTEM I I i II BRICK VENEER MONUMENTAL SIZE GROUND -FACE CMU PITCH CONC. AWAY FROM BLDG. I I I I I I I I I I I I I L —I I I I I L — — — — J o (I I CAFETERIA _ I MASONRY WALL CONSTR. WITH STUD MASONRY WALL CONSTR. WITH STUD � 1 3 3 BACKUP -TYPE W5A BACKUP -TYPE W5A I - 4" MONUMENTAL SIZE GROUND -FACE - 4" MONUMENTAL SIZE GROUND -FACE I � _ I _ _ _ _ _ ^ CMU VENEER CMU VENEER I S2 - AIR SPACE - AIR SPACE -- i A6.4 _ MASONRY ANCHORS AT 16"o.c. MAX. I - MASONRY ANCHORS AT 16"o.c. MAX. 1 I - 3" RIGID INSUL. - 3" RIGID INSUL. 1 t - CONT. FLUID -APPLIED AIR BARRIER - CONT. FLUID -APPLIED AIR BARRIER } - 5/8" GLASS MAT PAPERLESS SHEATHING - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. ao _ 16"o.c. MAX. - 5/8"GWB `� 1" RIGID INSUL. r CONC. WALK, REFER TO SITE CONC. WALK, REFER TO SITE I i 1 A5.7 DWGS. DWGS. i 1 0 I 1 FIRST FLOOR — — — -- O„ - 1 1 �— ----- i V-2 7/8" 1'-2" 4" i I I I L- — — — — — — — 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. 3'-5" SOUTH i ENTRANCE PREFINISHED METAL FASCIA OVER CONT. P.T. WOOD BLOCKING EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE SLOPE - STRUCT. METAL ROOF DECK - STRUCT. METAL ROOF DECK BA sIM. 5 BA A5.6 2'-91/4" - - -- - -- ---------------- r � I I 1 1/4" / 1'-0" 1 1/4" / 1'-0" IF 1 - �, I CAST STONE COPING WITH t 1 ANCHOR CLIPS AT EACH JOINT --_ i THRU W FLA HING WEEP VEN T 24"o.c. AX. _ 1 PARAPET STIR. 1 - 5/8" COVERBOARD SHEATHING - 6" COLD FORMED METAL FRAMING 1 r I AT 16"o.c. MAX. o 1 1 - BATT INSUL. N a , °° 0 z_ �� 0 CC�iJFgYARD Z / � m STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 0 O O � Now � Woo t2' — EXTEND ROOF V MEMBRANE UP O1 M�I'1 UNDER TWO- PIECE METAL ' FLASHING AND TERM. BAR � 0 i o i EPDM ROOF CONST Lr -' OVER SLOPED r STRUCT. - R3 [� +- 1 1 - 5/8" GLASS MAT PAPERLESS j \ �\ i SHEATHING r �— STEEL FRAMING, REFER 1 00LIS TO STRUCT. DWGS. B.O. ROOF pEC — — _ +— — _ B.C. ROOF DECK 1 14'-0" 1 N, 1 14'-0" i u i N 1 1 1 t I 1 t o A5.7 E ONSTR - COMPOSITE METAL WALL PANEL { A6.4 t SYSTEM - 3" RIGID INSUL. 1 1 - CONT. FLUID -APPLIED AIR BARRIER 1 - MASONRY WALL CONSTR. - TYPE W1 - 3-5/8" COLD FORMED METAL FRAMING AT 16"o.c. MAX. 1 t - 4" BRICK VENEER - - - I ACT-1 - AIR SPACE I ACT-1 - - - - - - - - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. (R-11.4 MIN.) { RADIANT CEILING PANEL, RADIANT CEILING PANEL, - CONT. FLUID -APPLIED AIR BARRIER REFER TO MECH. DWGS. REFER TO MECH. DWGS. - 8" CMU BACKUP WALL ALUM. CURTAIN WALL SYSTEM CAFETERIA 1 33� THRU WALL FLASHING 1 BRICK SOLDIER COURSE 1 j ACT -2 1 1 1 I H7 SIM. GALV. STEEL LINTEL AND PLATE I I I M SOLID ALUM. WINDOW UNIT SURFACE WINDOW STOOL '-- —t S7 1 I SIM. CAST STONE SILL TYPE C I I 1 1 1 i I CAFETERIA MASONRY WALL CONSTR. - TYPE W1 KITCHEN 103 - 4" BRICK VENEER - - - - 104 - STUD PARTITION - TYPE S1 - 5/8" GWB 1'-1" 2" S2 - 1-5/8" METAL STUDS AT 16"o.c. MAX. A6.4 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. 1 1 1 CAST STONE SILL - TYPE CKj 1 i I MASONRY WALL CONSTR. WITH STUD N - FLOOR TYPE - FS1: BACKUP - TYPE W5A 1 - 5" CONC. SLAB ON GRADE, SEE 1 STRUCT. DWGS. 1 - CONT. VAPOR BARRIER CONC. WALK, REFER TO SITE I I 1 jk FIRST FLOOR DWGS. 1 0" 1 I 1 6 A5.7 2" RIGID INSUL, 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. AIR SPACE I - MASONRY ANCHORS AT 16"o.c. MAX. Al - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUIID-APPLIED AIR BARRIER PT - 8" CMU BACKUP WALL MASONRY ANCHORS 16"D.C. MA) MASONRY WALL CONSTR. - TYPE W1A o - 4" MONUMENTAL SIZE GROUND -FACE 4" CMU CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. I - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER 1' 1'I 3" u 6" - 8" CMU BACKUP WALL 1" RIGID INSUL. 1 I 1 FLOOR TYPE - FS1: 1 1 1 - 5" CONC. SLAB ON GRADE SEE 1 tiN4,W4V _ Ei ARC �Irtttttlfit:l:��' M0SER PILON NELSON STRUCT. DWGS. A5.7 RIGID INSUL. A R C H I T E C T S CONT. VAPOR BARRIER FIRST OR _ t Il 1 30 S 1 W ETHERFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 �_ 1 O° 1 1 1 1 3 TITLE WALL SECTIONS 2" RIGID INSUL, 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects WALL SECTION 3/4" = V-0" WALL SECTION 3/4" = F-0" WALL SECTION 3/4" = F-0" 4 WALL SECTION A4.2 3/4" = F-0" 8 DWG. NO. A4e2 KF,Y PLAN N.T.S. MAIN ENTRANCE • REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 AA CAST STONE COPING WITH ANCHOR CLIPS AT EACH JOINT r- 1 j— EXTEND ROOF MEMBRANE UP THRU ED' NG I UNDER TWO-PIECE METAL WEEP VENTAX. 1 ; FLASHING AND TERM. BAR 1 PARAPETTR. 1 1 - 5/8" COVERBOARD SHEATHING I t EPDM ROOF CONSTR. 6" COLD FORMED METAL FRAMING I OVER SLOPED AT 16"o.c. MAX. I o I STRUCT. - R3 - BATT INSUL. I N 5/8" GLASS MAT PAPERLESS SHEATHING 1 1 f�B_._O. ROOF DECK - I STEEL FRAMING, REFER TO STRUCT. DWGS. MASONRY TIES AT 16"o.c. MAX. IN EACH DIRECTION I MASONRY WALL CONSTR. - TYPE W1 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER - 8" CMU BACKUP WALL I t MASONRY WALL CONSTR. - TYPE W1A - 4" MONUMENTAL SIZE GROUND -FACE CMU VENEER - AIR SPACE I - MASONRY ANCHORS AT 16"o.c. MAX. I I - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER V-1' 3" 1 6" - 8" CMU BACKUP WALL CV MORTAR DRAINAGE INSERT I f WEEP VENT AT 24"o.c. MAX. METAL FLASHING WITH DRIP EDGE FIRST FLOOR _ — IRV 0" z APPROX. GRADE, REFER TO SITE DWGS. I WALL SECTION 3/4" = 1'-0" ACT-2 A MASONRY ANCHORS AT 16"o.c. MAX. — 4" CMU KITCHEN 104 E, 1---=-1 Opp. A 9 2" 1'-1" HAND CAST STONE COPING WITH t ANCHOR CLIPS AT EACH JOINT 1 THRU WALL F I Al WEEP VENT T 24"0.c. AX. 1 1SHEATHING 1 PARAPET WAL TR. EPDM ROOF CONST OVER SLOPED I 1 - 6" COLD FORM D METAL FRAMING S T RUC 1. - R3 i o ; AT 16"o.c. MAX. N - BATT INSUL. t i - 5/8" GLASS MAT PAPERLESS SHEATHING - i 1 i B.O. ROOF DECK — — 14'4" — — — -- STEEL FRAMING, REFER MASONRY TIES AT 16"o.c. MAX. TO STRUCT. DWGS. - IN EACH DIRECTION - 5/8" GLASS MAT PAPERLESS SHEATHING MASONRY WALL CONSTR. - TYPE W1 - 6" COLD FORMED METAL FRAMING AT co - 4" BRICK VENEER 16"o.c. MAX. - AIR SPACE 5/8" GWB - MASONRY ANCHORS AT 16"o.c. MAX- - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER - 8" CMU BACKUP WALL MORTAR DRAINAGE INSERT 1 BRICK SOLDIER COURSE 1 I WEEPS AT 24"o.c. MAX. O.H. COILING DOOR l 1 0 AND HOOD _ _ A6.5 _ _ _ GALV. STEEL LINTEL, j REFER TO STRUCT. DWGS. —� RECEIVING 259 GALV. STEEL ANGLE RIGID INSUL. EMBEDDED IN CONC. SLAB FLOOR TYPE - FS1: —� 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. -CONT.VAPOR BARRIER 2" RIGID INSUL, 24"MIN. 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION IN EACH DIRECTION CONC. FOUNDATION CONC. FOUNDATION AND FOOTING, REFER AND FOOTING, REFER TO STRUCT. DWGS. TO STRUCT. DWGS. 4 1 { "-- 7- " I - WALL SECTION 3/4" = V-0" ACT-1 VESTIB 258 ALUM. STOREFRONT AND ENTRY DOOR SYSTEM 4"x4"xZ-81 GALV. STEEL ANGLE GUARDS AT JAMBS, TYP. AT O.H. COILING DOOR ALUM. THRESHOLD 1" RIGID INSUL. — — FIRST FLOOR 0" CONC. SLAB ON GRADE, PITCH AWAY FROM BLDG. FLOOR TYPE - FS1: 2" RIGID INSUL, 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. WALL SECTION 3/4" = F-0" PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING TA JA V-7° (�-------------I----- ---, 10 1 I 1 A5.6 1 I I � t PREFINISHED METAL 1 FASCIA OVER CONT. P.T. WOOD BLOCKING �r 1 � I I COMPOSITE METAL SOFFIT 1 I I I ANEL 1 1 6" I 1 WEEP VEN T 24"o.c. AX. I I 1 � � ---- — — --i—— — — — — — --- FONE COPING BEYOND (SHED METAL FASCIA ONT. P.T. WOOD NG B.O. ROOF DECK — 14'-0" PANEL WALL R. - TYPE W7 MASONRY TIES AT 16"o.c. MAX. IN EACH DIRECTION ',OMPOSITE METAL PANEL D SOFFIT MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W513 - 4" BRICK 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. - 7/8" METAL FURRING CHANNELS AT 16"o.c. MAX. - 5/8" G W B MASONRY WALL CONSTR. WITH STUD T_Til'kill =Wda:&► A0 I I COLD FOR ED METAL TRUSSES, EFER TO STRUCT. DWGS. I RADIANT CIIILING PANEL, RE ER TO MECH D GS. ACT-1 64 BRACE FRAi ME, REFER TO ITRUCT. DWGS. I _I ' CLASSROOM: GRADES 1-2 252 I I - 4" MONUMENTAL SIZE GROUND -FACE 1'-1'I 27/8'' CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. MILLWORK,IREFER TO A10 SER ES DWGS. I1 1 - CONT. FLUID -APPLIED AIR BARRIER I - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. 7/8" METAL FURRING CHANNELS AT 16"o.c. MAX. - 5/8" GWB 1 A5.7 1 FIRST FLOOR t t a I CONC. APRON, REFER TO 1 FLOOR TYPI1 - FS1: STRUCT. DWGS. COMPRESSIBLE FILLER "RIGID INSUL., 2 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. WALL SECTION 3/4" = F-0" SOUTH i ENTRANCE ° STATE PROJECT NO. 132-0088 N Phase 1 of 4 O O W 0 � Ao � Nov PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 Woo - DECORATIVE PVC BATTENS AT 25"o.c. � - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD O F - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) Mil M"1 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. ►3 rT FRAMING w O � w - —I21, — ----? 1 - - - - - - i j — j _WORKING POINT OgL�i i 164' -_; 1 i \ —B.O. ROOF DECK Adk i 1 i COLD FORMED METAL TRUSS, 1 _ ` REFER TO STRUCT. DWGS. 7 W I I 1 A5.6 1 I it MASONRY WALL CONSTR. WITH STUD I BACKUP - TYPE W6 I - 4" BRICK VENEER (RECESSED 3/8") - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER I - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. 5/8" GWB 1 w ACT-1 1 1 RADIANT CEILING 1 I H6 PANEL, REFER �` _ _ _ _ _ TO MECH DWGS. ALUM. WINDOW UNIT CLASSROOM: GRADES 1-2 252 MILLWORK, REFER TO A10 SERIES DWGS. FLOOR TYPE - FS1: 2" RIGID INSUL, 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. �tp�tt t t �trlr�� GoN1 yF'''•�iri `- z S D A ,� r:::1: 1 j MASONRY WALL CONSTR. WITH STUD 1 I BACKUP - TYPE W6A - 4" MONUMENTAL SIZE GROUND -FACE MOSER RECESSED 3/8" ( ) -AIR SPACE -MASONRY ANCHORS AT 16"o.c. MAX. PILON "' - 3" RIGID INSUL. I - CONT. FLUID -APPLIED AIR BARRIER --- - - - - 5/8" GLASS MAT PAPERLESS SHEATHING NELSON - 6" COLD FORMED METAL FRAMING AT L_i 16"o.c. MAX. A R C H I T E C T S 1 - 5/8" GWB _ _ _ FIRST FLOOR OgL 30 JORDAN LANE i 0" WETHERSFIELD, CT. 06109 1 ( 8 6 0 ) 5 6 3 - 6 1 6 4 co 1 ------ - , APPROX. GRADE, TITLE REFER TO SITE 6 DWGS. A5.7 WALL SECTIONS 1 f V-0 5/8" 3/8' WALL SECTION 3/4" = F-0" DATE 11 /02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A493 KEY PLAN N.T.S. REVISIONS CONFORMED SET MARCH 22, 2019 PVC ROOF WITH DECORATIVE BATTENS ROOF I CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. V - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD 1 0 - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) 7„ - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING 421� Z-V — — — — — — — — — — — — 1 WORKING POINT t I PREFINISHED METAL GUTTER q AND FASCIA . � r — = — - - B.O. ROOF DECK t 14'-0" \1-F PREFINISHED METAL FASCIA COLD FORMED METAL TRUSS, r I OVER CONT. P.T. WOOD REFER TO STRUCT. DWGS. _ - 1 BLOCKING . I COMPOSITE METAL SOFFIT PANEL \ SYSTEM ON MET URRING WEEP VENT T 24"0.0AAX. 7 1 IVIASVIVRY I IES AT 16"U.U. MAX. IN EACH DIRECTION I ( I 3"x4" PREFINISHED METAL DOWNSPOUT ACT-1 RADIANT CEILING PANEL, REFER TO MECH. DWGS. I II I CLASSROOM: GRADES 1-2 252 MILLWORK, REFER TO Al SERIES DWGS. I 1 FLOOR TYPE - FS1: 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. !Fd f MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. I + - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" GWB MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5A - 4" MONUMENTAL SIZE GROUND -FACE 2" 1'-1" CMU VENEER - AIR SPACE TDO - MASONRY ANCHORS AT 16"o.c. MAX. N - 3" RIGID INSUL. I - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 1 16"o.c. MAX. 1 — 5/8" G W B a — — FIRST FLOOR 0" 1 1 co 1 1 — — — — — — — APPROX. GRADE, 6 REFER TO SITE A5.7 DWGS. WALL SECTION 3/4" = F-0" \ EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE - STRUCT. METAL ROOF DECK --- - - _ _ _ _ _ _ _ PREFINISHED METAL FASCIA �^ v- OVER CONT. P.T. WOOD " BLnhiKING 1/4" 11'-0 1 i 1 1 i C? 1 t B.O. ROOF DECK gL H3 A6.4 _ I']OCCIAIIO LI CII RACTAI r±l MTED FREFIN JnEu IVIU I hL UU I I Fn AND DOWNSPOUT, BEYOND 4- 4- 1 I I K I I Ii I A6.4 I I ACT-1 1 RADIANT CEILING PANEL, REFER TO MECH. DWGS. II I I I I �II I I I ALUM. CURTAIN WALL SYSTEM 'I I OP �I I I I �II I �I I CLASSROOM: GRADES 1-2 247 MILLWORK REFER TO A10 SERIES DWGS. S3 1 1 A6.4 - I 1 1 1 I 1 _ __.N MASONRY WALL CONSTR. WITH STUD BACKUP -TYPE W6A -A _ — FIRST FLOOR 1 I 0" 1 I 1 I 1 FLOOR TYPE - FS1: ) APPROX. GRADE, ------ — REFER TO SITE 6 DWGS. A5.7 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. WALL SECTION 3/4" = 1'-011 nu ii �4/1 u DIAGONAL BRACING AT 48"o.c. MAX. ACT-1 RADIANT CEILING PANEL, REFER TO MECH. DWGS. IA1u\innw SHAnFS REFER TO R.C. PLANS MATH INTER. 235 B.O. ROOF 14'-0" 10 — — — — — — — — — — — — — — — — — — — — — — — A5.5 t t 1 1 1 i ROOF SCREEN: PVC ROOF WITH DECORATIVE�1 i BATTENS ROOF CONSTR. - R2 1\ 1 - DECORATIVE PVC BATTENS AT 25"o.c. 1 I 1 - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD i 1 - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. 1 I I 1 FRAMING I I I 1 1 I I 1 I I 6 I I — I --I I I -------------------� I I I t t STRI ICTHRAI SI IPPORT MF_M_RF_R- i v 1 REFER TO STRUCTURAL 1 1 I I NOTE: I I ALL EXPOSED STRUCTURAL MEMBERS i ARE TO BE FINISHED/SEALED. 1 i I I i I 1 I I 1 I I 1 I i A5.4 1 I I 1 I i 1 .�1_111._�� — — — — --�- EPDM ROOF ASSEMBLY 1 I I 1 1 I I I I I I I I _ I IIII I� SECTION AT ROOF SCREEN 3/41, = I _01, EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED ROOF SCREEN: PVC JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND ROOF WITH CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. \ DECORATIVE SLOPE BATTENS ROOF - STRUCT. METAL ROOF DECK CONSTR. - R2 �--- -------`----- PREFINISHED METAL FASCIA ' OVER CONT. P.T. WOOD 1 1 DuL0CoK1NG I 1 H3 1 q 1 A6.4 1 — B.O. ROOF DECK OIL r 0 1 1 , A6.4 ALUM. CURTAIN WALL SYSTEM \ OPERABLE SASH, REFER TO FRAME \ \ TYPES ^--- � — -- MILLWORK, REFER TO r A10 SERIES DWGS. i I 1 I S3 I A6.4 co I N THRU WALL FLASHING _ WEEPS AT 24"o.c. MAX. METAL DRIP EDGE FLASHING WITH HEMMED EDGE — FIRST FLOOR O" co FLOOR TYPE - FS1:[51/2"APPROX.GRADE, 81/2" �f I REFER TO SITE DWGS. 2" RIGID INSUL, 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. WALL SECTION 3/4" = 1'-0" - 5/8" GLASS MAT PAPERLESS SHEATHING - 6 COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" GWB EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 DIAGONAL BRACING AT 48"o.c. MAX. C ANCF 13 w A5.6 2" 101/4" r �1 PREFINISHED ME ! / . rl\/GD I MIT P T 1 1 BLOCKING 1 1 - i 1 i 1 1 _ 1 B.O. ROOF DEC 1 I 1 1 1 1 1 1 1 1 1 1 1 � 1 METAL PANEL Wj 1 - COMPOSITE ME 1 t 1 WITH ZEE FURRII 1 1 - 3" RIGID INSUL. t - CONT. FLUID-AF + i - 5/8" GLASS MAT - 6" COLD FORME 1 16"o.c. MAX. 5/8 B " G W ttf _ — t t i p i t�------ —�� t' DEFS CONSTR. V-13/8" I' WRAPCOMPOSII ACT-1 MA64 �AROUND SOFFIT - DEFS ` — — — — — — — — 5/8" GLASS 'MAT PAPERLESS SHEATHING - 3" ZEE FURRING AT 2'-0"o.c. MAX. - 3" RIGID INSUL. - CONT. AIR BARRIER j - 5/8" GLASS MAT PAPERLESS SHEATHING I' COLD FORMED METAL FRAMING AT 16"o.c.',MAX. i MECH.SCREE - 4" BRICK VE I VESTIBULE 233 ALUM. STOREFRONT AND ENTRY DOOR SYSTEM ALUM. THRESHOLD 1" RIGID INSUL. FLOOR TYPE - FS1: 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. WALL SECTION 3/411 = 11-0" PITCH CONC. AWAY _ FROM BLDG. — — CONC. APRON, REF R TO STRUCT. DWGS. - AIR SPACE - DRAINAGE M, - MASONRY A� - 12" SPLIT -FA( zt CORES GROU' ao METAL F CONC. WALK, RE DWGS. FIRST FLOC MAIN ENTRANCE 5 SOUTH i ENTRANCE ° WALL SECTION 3/4" == 1'-0" 3 4 1 2119/19 BID SUPPLEMENT 1 o-rArr nnr� lcrnr Alr1 J I /1 I C rRVJCIi I IV V. 132-0088 N Phase 1 of 4 O � x Wzo O z w�� O w�� W I. 6=mmd � l W I' ��.��`'•ttN}etttlft.� 1 CONA&S, i,i J-1CAN p ' 0 pc� z: MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE OSITE,DWGS. WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE WALL SECTIONS )N AND TO STRUCT. DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A4*4 2 O 4 „ „ 3/8 1'-0 5/8 A5.7 CAST STONE COPING WITH .— — ANCHOR CLIPS AT EACH JOINT X EXTEND ROOF MEMBRANE THRU W LA HING I —u— i UP UNDER TWO-PIECE METAL FLASHING AND QWEEP VENT 24"o.c AX.1 f i TERM. BAR PARAPET WA CONSTR. 1 1 1 EPDM ROOF CONSTR. _ r10" i1ri%1CDQr)ADri QWr:ATWINIr - .nv vv v u wvnl iu vi gun i m,u , , I- \AIIrl I rA( r-M I-M Min n I Hr-CRCu - 6" COLD FORMED METAL FRAMING I I I INSUL. - R4 AT 16"o.c. MAX. o - BATT INSUL. N I 1 - 5/8" GLASS MAT PAPERLESS I 1 SHEATHING 1 1 i B.O. ROOF DECK 14'-0" — h MASONRY TIES AT 16"o.c. MAX. STEEL FRAMING AND ANGLE CLIPS, REFER TO STRUCT. DWGS. MASONRY WALL CONSTR. - TYPE W1 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX - 3" RIGID INSUL. (R-11.4 MIN.) Ij - CONT. FLUID -APPLIED AIR BARRIER - 8" CMU BACKUP WALL RADIANT CEILING PANEL, REFER TO THRU WALL FLASHING - --�, MECH. DWGS. BRICK SOLDIER COURSE I 1 , ACT-1 1 1 1 H7 GALV. STEEL LINTEL, REFER TO t A6.5 STRUCT. DWGS. - - - - - - - I ALUM. WINDOW UNIT GENERAL I MUSIC 150 / SOLID SURFACE 3/8' 1'-0 5/8" 3" WINDOW STOOL -'1-- - MILLWORK, REFER CAST STONE SILL TO A10 SERIES 1 DWGS. — f 1 _ MASONRY WALL CONSTR. -TYPE W1A I S7 A6.5 -4" MONUMENTAL SIZE GROUND -FACE t`-- - -- --'1 CMU VENEER -AIR SPACE °P - - MASONRY ANCHORS AT 16"o.c. MAX.N - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER 1 A5.7 - 8" CMU BACKUP WALL 1 I - t 1 RIGID INSUL. jk FIRST FLOOR 0" i 1 0 i 1 rl i APPROX. GRADE, FLOOR TYPE - FS1: 3/8" 1'-0 5/8" 3" REFER TO SITE DWGS. - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. WALL SECTION 3/4" = 1 `-0" PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING O DOUBLE ROW SNOW FENCE WITH ICE FLAGS OVER ROOF MEMBRANE FLASHING AND / P.T. WOOD BLOCKING 7 �--- --------------� / A5.6 1 O 1 WORKING POINT — 1 26'-8" I 1 PREFINISHED METAL GUTTER AND FASCIA , I I� I 1 GYM ROOF I 1 25'-4" 1 ' i i I PREFINISHED METAL FASCIA OVER CONT. P.T. WOOD BLOCKING COMPOSITE METAL SOFFIT PANEL SYSTEM ON METAL FURRING 1 1 — t i i 4 q ALUM. STOREFRONT SYSTEM METAL PANEL WALL CONSTR. - TYPE W7 - COMPOSITE METAL WALL PANEL SYSTEM WITH ZEE FURRING - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. 1 S4 A6.4 - 5/8" GWB 1 NOD 1 CAST STONE CAP 1 I WEEP VENT T 24"o.c. X. 'H MASONRY TIES AT 16"o.c. MAX. IN EACH DIRECTION MASONRY WALL CONSTR. - TYPE W4 - 4" BRICK VENEER (RECESSED 3/8") - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER - V-0" CMU BACKUP WALL MORTAR DRAINAGE INSERT THRU WALL FLASHING 1 WEEP VENT AT 24"o.c. MAX. BRICK SOLDIER COURSE METAL FLASHING WITH DRIP EDGE GALV. STEEL LINTEL, REFER TO STRUCT. DWGS. CONC. APRON, REFER TO STRUCT. DWGS. FLOOR WALL SECTION 3/4" = 11-0" STEEL FRAMING, REFER TO STRUCT. DWGS. STEEL FRAMING, REFER TO STRUCT. DWGS. ALUM. STOREFRONT AND ENTRY DOOR SYSTEM GYMNASIUM 132 ALUM. THRESHOLD 1" RIGID INSUL. r FLOOR TYPE - FS2: - ATHLETIC SPORTS FLOORING - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING O 2'-1 " --- 7 i 1 I � 1 WORKING POINT 26'-8" — ( PREFINISHED METAL GUTTER AND FASCIA 1 1 d 1 T _ 1 1 GYM ROOF i7=I _ STEEL FRAMING, REFER TO - I STRUCT. DWGS. PREFINISHED METAL FASCIA OVER CONT. P.T. WOOD BLOCKING COMPOSITE METAL SOFFIT PANEL SYSTEM ON METAL FURRING 0 METAL PANEL WALL CONSTR. - TYPE W7 - COMPOSITE METAL WALL PANEL SYSTEM WITH ZEE FURRING - 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" G W B 0 M METAL FLASHING WITH DRIP EDGE O° - CAST STONE CAP I ! 1 STEEL FRAMING, REFER TO STRUCT. DWGS. WEEP VENT T 24"o.c.^AX. t j i I - MASONRY TIES AT 16"o.c. MAX. IN EACH DIRECTION MASONRY WALL CONSTR. - TYPE W3 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER - 1'-0" CMU BACKUP WALL MASONRY WALL CONSTR. - TYPE W3A - 4" MONUMENTAL SIZE GROUND -FACE - VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER 1 I - 1'-0" CMU BACKUP WALL , I I 1 1 FIRST FLOOR _ _ _ 1 ED - 1 1 Oil 1 1 APPROX. GRADE, 1 1 1 REFER TO SITE DWGS. — _ —_"—" 1'-3" 5 WALL SECTION 3/41' = 11-011 GYMNASIUM 132 1" RIGID INSUL. FLOOR TYPE - FS2: - ATHLETIC SPORTS FLOORING - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER 2" RIGID INSUL, 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. 1'-0 5/8" CAST STONE COPING WITH ANCHOR CLIPS AT EACH JOINT THRU WA SHING t lil- WEEP VENT AT 24"o.c MAX. 1 ` 1 X� PARAPET WA CONSTR. 1 1 5/8" COVERBOARD SHEATHING _+ - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. BATT INSUL. 1 & t 5/8" GLASS MAT PAPERLESS i SHEATHING 1 I 1 i 1 rja B.. . ROOF DECK I MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W6 - 4" BRICK VENEER (RECESSED 3/8") - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX.co - 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" G W B EXTEND ROOF MEMBRANE UP UNDER TWO-PIECE METAL FLASHING AND TERM.BAR - EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 RADIANT CEILING PANEL, REFER TO MECH. DWGS. 1 I ' I H6 t � �' • A6.5 _. .. ACT-1 i — ALUM. WINDOW UNIT C? i - l ?1'-0/ / MASONRY WALL CONSTR. WITH STUD 3/8" `5/8" 2"� BACKUP - TYPE W6A — — —1 — - 4" MONUMENTAL SIZE GROUND -FACE CMU VENEER (RECESSED 3/8") - AIR SPACE , — , - MASONRY ANCHORS AT 16"o.c. MAX. 1 - 3" RIGID INSUL. 1 1 S6 - CONT. FLUID -APPLIED AIR BARRIER A6.5 - 5/8" GLASS MAT PAPERLESS SHEATHING f - 6" COLD FOB1�tl_ [�METAL_F_f3AMl 16"o.c. MAX.OP - 5/8" GWB N 1 A5.7 FIRST FLOOR I I 0 I 1 0" 1 APPROX. GRADE, —i - - - - - - - REFER TO SITE 318" DWGS. WALL SECTION 3/411 = 11-011 TEACHER WORKROOM 120 KEY PLAN N.T.S. ° MAIN ENTRANCE • 4 3 2 IL 1 SOUTH i ENTRANCE ° \ 'I(51 m (� _Z ion //� C9URTYARD Z REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19119 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 0 � Ao o � Woo O ~ 2' 93/4" EPDM ROOF CONSTR. fT I■�I ',�� 6" WITH TAPERED 2' INSUL. - R4 O � r--------- ------ PREFINISHED METAL FASCIA 1 1 OVER CONT. P.T. WOOD o BLOCKINNGGA5. 6 r� 1 1 � 1 i - 1 I I I 1 1 _ i B.O. ROOF DECK OIL 1 14'-0" 1 i 1 ! + i + r _ _ _ _ _ METAL PANEL WALL + , CONSTR. - TYPE W7A 1 _ 1 2A A6.4 i 1-2" I i i DEFS CONSTR. t I J + I COMPOSITE METAL WALL PANEL SYSTEM BEYOND ACT-1 1 1 2 CAST STONE CAP BEYOND I ALUM. CURTAIN WALL SYSTEM I f I I I � o STEM LAB 110 FLOOR TYPE - FS1: FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. WALL SECTION 3/4" = 1'-0" BRICK VENEER BEYOND MONUMENTAL SIZE GROUND- FACE CMU VENEER BEYOND MOSER PILON CONC. APRON, REFER TO NELSON STRUCT. DWGS. FIRST FLOOR OIL _ — oil ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE WALL SECTIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A4o6 EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 0 KEY PLAN N.T.S. 0 0 N N r 0 N m E z U 29 30 EPDM ROOF CONSTR. WITH TAPERED INSUL. - R4 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOPE - STRUCT. METAL ROOF DECK 1 3/8" PREFINISHED METAL FASCIA .--------- --. OVER CONT. P.T. WOOD i 1 BLOCKING I 1 1 1 r 1 B.O. ROOF DECK 1 H3 1 1 ALUM. DOOR TOP WEATHERSTRIP, COLOR TO MATCH FRAMES ALUM. CURTAIN WALL AND ENTRY DOOR SYSTEM FIRST FLOOR IRV OBI _ CONC. APRON, REFER TO STRUCT. DWGS. i" DIAGONAL BRACING AT II i I I� I I VESTIBULE 234 II I ALUM. THRESHOLD 1" RIGID INSUL. 2" RIGID INSUL, 24"MIN. IN EACH DIRECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. \ , CAST STONE COPING WITH � I --. � ANCHOR CLIPS AT EACH JOINT 1 THRU W FLA �AXING WEEP VENT T 24"o.c.. ZL t t I 1 1 1 �1 PARAPET W NSTR. i t - 5/8" COVERBOARD SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - BATT INSUL. - 5/8" GLASS MAT PAPERLESS a 1 N 1 I I 1 SHEATHING I B.O. ROOF DECK I ^I I VP 14'-0" I MASONRY WALL CONSTR. WITH STUD ' BACKUP - TYPE W6 4" BRICK VENEER (RECESSED 3/8") - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. O - 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-�_ GYM ROOF — 25'-4" ACOUSTIC PANELS, REFER TO INT. ELEV. MDF PANELS - TYPE S3F - 1/2" MDF PANELS - 1/2" PLYWOOD SHEATHING - 3-5/8" METAL STUDS AT 16"o.c. MAX. I: PROJECTION SCREEN UNIT RECESSED IN PLATFORM SURROUND 1 SKYFOLD VERTICALLY ACTING EXTEND ROOF MEMBRANE OPERABLE PARTITION UP UNDER TWO-PIECE METAL FLASHING AND WALL SPEAKER UNIT TERM. BAR BEYOND, REFER TO TECH. — EPDM ROOF CONSTR. DWGS. OVER SLOPED STRUCT. - R3 RADIANT CEILING PANEL, REFER TO MECH. DWGS. 1 1 1 I I I 1 ACT-1 1 1 H6 G i I ALUM. WINDOW UNIT I' CLASSROOM: GRADES 1-2 231 I MASONRY WALL CONSTR. WITH STUD / BACKUP - TYPE W6A / . r. - 4" MONUMENTAL SIZE GROUND -FACE 3/ " ' 1' 05/8" 2" CMU VENEER (RECESSED 3/8") � T r S6 - AIR SPACE A6.5 - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. 1 1 1 I MILLWORK, REFER TO A10 SERIES DWGS. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT t F- 16"o.c. MAX. f - 5/8" G W B OP CV 6 1 t A5.7 FIRST FLOOR IRV I t 0',co I I APPROX. GRADE, REFER TO SITE — ------ B.O. ROOF DECK — — 14'-0" STUD PARTITION - TYPE S8A 8 I - (2) LAYERS OF 5/8" TYPE 'X' GWB - 8" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. - (2) LAYERS OF 5/8" TYPE 'X' GWB S3 I DIAGONAL BRACING AT 48"o.c. MAX. 1 ACT CEILING ABOVE OPERABLE PARTITION �I PROVIDE (2) 2' 0"x2' 0" ACCESS �— PANELS TO PARTITION MOTOR 5/8" GWB ON METAL STUD FRAMING AT 16"o.c. MAX. PLATFORM CURTAINS, TRACKS AND RIGGING PREFIN ( OV S3 0 - I ROOF MEMBRANE T-5 5/8" o _,;_::;•, `: c9 5/8" l ; ` .=._81/2" ; - 5/8" GLASS MAT PAF OVER ZEE FURRING, - 3" RIGID INSUL. 5/8" GWB ON 3-5/8" COL[ I _ FORMED METAL FRAMIN( = =' AT 16"o.c. MA) r EPDM ROOF CONSTF OVER SLOPED STRUCT. - R3 — — — — — B.O. ROOF D 14'-0" DIAGONL BRACING A' 48"o.c. MAC 5/8" GWB ON METAL STU[ ':^:► FRAMING AT 16"o.c. MAC MDF PANELS WITH 1/2" REVEALS ::• -`•= ` BEYOND, PAINTED (k.. WOOD NOSING WITH EASED EDGE, , :.•1,g� .;; :::.• FLUSH WITH PLATFORM FLOOR REMOVABLE WALL PADS AT A ACH PADS WITH ADHERED PLATFORM 171 K AND --LOOP S-Tftf€'S—�` PLATFORM 2'-0" _ MDF PANELS - TYPE S3F i - 1/2" MDF PANELS FLOOR TYPE - FS1: - 1/2" PLYWOOD SHEATHING - 3-5/8" METAL STUDS AT 16"o.c. MAX. ° i. - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. BASE, REFER TO FINISH SCHED. - CONT. VAPOR BARRIER FIRST FLO — — — — — — FIRST FLOOF 0.1 INV0"i DWGS. FLOOR TYPE - FS1: 3l8" 1'-0 5/8" 1" '10 - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER 2" RIGID INSUL, 24"MIN. IN EACH DIRECTION WALL SECTION CONC. FOUNDATION AND FOOTING, REFER TO STRUCT. DWGS. I FLOOR TYPE - FS2: - ATHLETIC SPORTS FLOORING - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER 3 WALL SECTION A4.7 3/4" = P-0" 4 WALL SECTION A4.7 3/4" = 1'-011 ° MAIN ENTRANCE 5 • Q � 0 m Z_ ❑ Cq� YARD _ J 3 2 ❑ \ J m SOUTH i [� ENTRANCE GA I F I II III JCT. II ° II B.O. ROOF DECK- 14'-0" f— I° STEEL SUPPORT L BRACKETS AT TOP I° S3 16"o.c. MAX. SUL. jk FIRST FLOOR 0" - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER STEEL SUPPORT BRACKETS REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 I� O O 0 Q � � � Ao r � o H O O �z 00 o TELESCOPING LADDER SAFETY POST 4'-0"x4'-0" ROOF HATCH WITH GUARDRAILS AND GATE EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 W ACT-1 AT F-0"o.c. MAX. ° STUD PARTITION - TYPE S1.. ,t.��attsr-r�!vt,�,�i STEEL SIDE RAILS 1/2"x2-1/2" ��`,fr��'!�.; - 5/8" GWB N �. ; FLAT STOCK WITH EASED - 1-5/8" METAL STUDS ti`N�I ; -.-pC r`� �'Z^; ; °��'% EDGES, 1 -6 APART � A O o I AT 16 o.c. MAX. Q STEEL LADDER RUNGS 3/4"0 c N BARS AT V-0"MAX. SPACING 1,22 MASONRY PARTITION 0�; - TYPE M8 - 8" CMU �.�, ,S �� ArC - HORIZONTAL REINF. �r•;alaaaaa:�''+� AT 16"o.c. MAX. STEEL SUPPORT BRACKETS AT BOTTOM, ANCHOR TO CONC. FLOOR SLAB FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER ° MOSER �T PILON NELSON ARCHITECTS ° I 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE WALL SECTIONS 5 WALL SECTION EA4.7 3/411 = 1'-011 DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. L r. WALL SECTION 3/411 = 1'-0" 3/4" = F-0" A4*7 jh FIRST F 0" 0 0 N N 0 N L .Q E z U N z n GWB CLOUD EDGE DETAIL 3" = 1'-0" WALL SECTION 3/4" = F-0" PERED INSUL. - R4 ROOF MEMBRANE 'ITH STAGGERED TAPERED INSUL. AND 1/4" PER FOOT MIN. TYPE W7 EL SYSTEM BIER -IEATHING IING AT — 1,51 CAFETERIA 1 31 WALL SECTION 3/4" = F-0" TT T- T 7 T1T A A T MAIN ENTRANCE SOUTH i ENTRANCE ° REVISIONS CONFORMED SET MARCH 22, 2019 2 2/21/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 I J 1/2" 1'4" O — — — — — — — — — — ---� O I L) I d. --------------- � Woo O O � W � � o n Nftw FMM1 1 W MEDIA CENTER 111 JNC' j .�'e��.. A. tiittt•�' M-OSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE WALL SECTIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. • 094 PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING OC OB OI HO EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 - - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING, 1/4" PER FOOT MIN. SLOPE 1/4"/ 1'-0" — EXTEND ROOFING MEMBRANE OVER WOOD BLOCKING — PREFINISHED METAL FASCIA OVER CONT. P.T. WOOD BLOCKING 1' 0" 7" PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 - DECORATIVE PVC BATTENS AT 25"o.c. - FULLY ADHERED PVC MEMBRANE ROOFING - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERED JOINTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. FRAMING OVER SLOPED STRUCT. - R3 ----------------------- EXTEND ROOFING 1 MEMBRANE OVER wnnn RI nr.KIN(, 1/4"/1'-0" �' PREFINISHED METAL FASCIA OVER CONT. P.T. 1 1 WOOD BLOCKING 1 i 1 1 1 t i 1'-0" 1 \\ 7" KEY PI - A N N.T.S. MAIN ENTRANCE • 11 @ C) PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 WITHLE ROW SNOW FENCE ICE F WI FLAGS OVER ROOF 2 1 MEMBRANE FLASHING AND �� - - - - -P--f- WOOD BLOCKING SOUTH i 711 - ENTRANCE ° 1 0 oo - - - - - - - - -- ---- WORKING POINT I 1 A5.6 \ I 26'-8" 1 PREFINISHED METAL GUTTER 1 PREFINISHED METAL GUTTER PREFINISHED METAL GUTTER AND FASCIA T AND FASCIA t t AND FASCIA L_/ 1 1 1 GYM ROOF - _ - - - - - - - - - - - 1 1 GYM ROOF 1 1 1 25'-4" t -- 25'-4" i 1 1 I I i 1 1 - - - PREFINISHED METAL FASCIA OVER PREFINISHED METAL FASCIA OVER \ CONT. P.T. WOOD BLOCKING \ CONT. P.T. WOOD BLOCKING \_ ( \ PREFINISHED METAL FASCIA OVER 1 COMPOSITE METAL SOFFIT PANEL COMPOSITE METAL SOFFIT PANEL 1 1 SYSTEM ON METAL FURRING SYSTEM ON METAL FURRING I CONT. P.T. WOOD BLOCKING 1 I COMPOSITE METAL SOFFIT PANEL 1 1 4 I SYSTEM ON METAL FURRING F-1 I A6.4 METAL PANEL WALL CONSTR. - TYPE W7 - COMPOSITE METAL WALL PANEL SYSTEM WITH ZEE FURRING �G1 - 3" RIGID INSUL. .'.'' ]a"_QOLD CONT. FLUID -APPLIED AIR BARRIER /8" GLASS MAT PAPERLESS SHEATHING ______ __ ________FORMEDMETAL FRAMING AT I ` . 16'o.clMAX. - 5/8" W B !!! I METAL FLASHING WITH DRIP EDGE ALUM. STOREFRONT I MEMBRANE FLASHING SEAL SYSTEM ' TO DUCTWORK i - I I - i 1 t 1 t A5.6 1 I If --------------------------------- --_� 1 , i , 1 1 EXTEND ROOF MEMBRANE UP I STEEL FRAMING, REFER TO 1 EXTEND ROOF MEMBRANE UP METAL PANEL WALL 1 UNDER TWO-PIECE METAL 1 STRUCT. DWGS. UNDEP TWO-PIECE METAL CONSTR. - TYPE W7 STEEL FRAMING, REFER TO STRUCT. DWGS. MASONRY PARTITION - TYPE M12- - 1'-0" CMU - HORIZONTAL REINF. AT 16"o.c. MAX. i FLASHING AND TERM. BAR 1 -ROOF MEMBRANE t - 5/8" GLASS MAT PAPERLESS SHEATHING OVER ZEE FURRING AT 24"o.c. MAX. - 3" RIGID INSUL. EXP. JT. WITH FOAM ROD AND 1 BAGGED INSUL. �- EPDM ROOF CONSTR. j 1 OVER SLOWED 1 STRUCT. - R3 1 1 _ I - 1 1 I 8.0. ROOF DECK B. 0" - - - 1 1 1 i 1 t 1 1 i 1 METAL STUD TRACK 1 0 in MDF PANELS - TYPE SOA - 1/2" MDF PANELS, PAINTED - 1/2" PLYWOOD SHEATHING - 7/8" METAL CHANNELS AT 16"o.c. MAX. STEEL LINTEL, REFER TO STRUCT. DWGS. DOOR AND FRAME, REFER TO SCHED. - I I I GYMNASIUM 132 FLOOR TYPE - FS2: - ATHLETIC SPORTS FLOORING - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER 1 WALL SECTION A4.9 3/4" = 1'-0" ACT-1 rnr�ovwn r/Yn 1 11 IVIV - 1 1 F F_ NIO - 8" CMU STUD PARTITION - TYPE S1 - HORIZONTAL REINF. AT 16"o.c. MAX. - 5/8" G W B - 1-5/8" METAL STUDS AT 16"o.c. MAX. CORRIDOR 114 WALL PADS GYMNASIUM 132 I FLOOR TYPE - FS2: - ATHLETIC SPORTS FLOORING - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER - - FIRST FLOOR _ 0" FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER MDF PANEL CONSTR. - 1/2" MDF PANEL, PAINTED - 1/2" PLYWOOD SHEATHING - 8" COLD FORMED METAL STEEL JOISTS AT 16"o.c. MAX. FLASHING AND TERM. BAR 1 EPDMIROOF CONSTR. OVER SLOPED STRUCT. - R3 - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE 3" I - 5/8" OVERBOARD - (2) L YERS OF RIGID INSUL. WITH STAGGERED - - - - - - - - - - - JOItGTS 5.5" TOTAL (R-30 MIN.) - STRUCT. METAL ROOF DECK AND SLOPED STRUCT. 1 II FRAMING, i/4" PER FnnT KAIK.. SLOPE PE STORAGE 134 2 WALL SECTION A4.9 3/4" = F-0" STUD PARTITION - TYPE S1 - 5/8" G W B - 1-5/8" METAL STUDS AT 16"o.c. MAX. MASONRY PARTITION - TYPE M12 - 1'-0" CMU - HORIZONTAL REINF. AT 16"o.c. MAX. CORRIDOR 130 FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER MDF PANEL CONSTR. - 1/2" MDF PANEL, PAINTED - 1/2" PLYWOOD SHEATHING - 8" COLD FORMED METAL STEEL JOISTS AT 16"o.c. MAX. B.O. ROOF DECK- 14'-0" + + FIRST FLOOR- 0" MDF PANELS - TYPE S6F - 1/2" MDF PANELS - 1/2" PLYWOOD SHEATHING - 6" METAL STUDS AT 16"o.c. MAX. i _ I I METAL PANEL WALL CONSTR. - TYPE W7 - COMPOSITE METAL WALL PANEL SYSTEM WITH ZEE FURRING m. I - 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" G W B I 9 A5.6 1 1 1 t i t 1 •_ 1 STEEL FRAMING, REFER TO i ,� [XTEND ROOF MEMBRANE UP STRUCT. DWGS. t r UNDER TWO-PIECE METAL / FLASHING AND TERM. BAR 1 rZ 1 1 i I SPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 -jSNNGLE-PLY FULLY ADHERED ROOF MEMBRANE t -15/8" COVERBOARD 3, + + -1(2) LAYERS OF RIGID INSUL. WITH STAGGERED + + 1 Jt01NTS 5.5" TOTAL (R-30 MIN.) 1 ISTRUCT. METAL ROOF DECK AND SLOPED STRUCT �PAMIIVri VA" PFR FnnT MIN SI nPF i 1 i 1 t 1 1 1 i 1 1 1 1 1 i 1 1 1 1 1 1 1 1 -- — — — — — — — — — — — — — --- i STEEL LINTEL, REFER TO STRUCT. DWGS. - 5/8" G W B - METAL FRAMING SYSTEM MASONRY PARTITION - TYPE M8 -8"CMU - HORIZONTAL REINF. AT 16"o.c. MAX. STEEL LINTEL, REFER TO STRUCT. DWGS. DOOR AND FRAME, REFER TO SCHED. GYMNASIUM 132 FLOOR TYPE,- FS2: ATHLETIC SPORTS FLOORING - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. CONT. VAPOR BARRIER 3 WALL SECTION A4.9 3/411 = 1'-011 STUD PARTITION - TYPE S6 - 5/8" G W B - 6" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. - 5/8" G W B ACT-1 CORRIDOR 130 FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 ��wtlmr,rtr,,, "N"', * k'opm"_ i.. �� • �j..... 1CAP� , C ' MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE WALL SECTIONS DATE 11 /02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A499 CD 0 N N r 0 N L -0 E z U z o_ 4A GYM ROOF — 25'-4" EPDM ROOF CONSTR. WITH TAPERED INSUL. - I - SINGLE -PLY FULLY ADHERED ROOF MEMBRAP - 5/8" COVERBOARD - (2) LAYERS OF RIGID INSUL. WITH STAGGERE[ JOINTS 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. CRICKETS TO PITCH TO DRAIN, 1/4" PER FOOT I Ifr--------------------, SLOPE - STRUCT. METAL ROOF DECK 1 t 1 7 1 1 A5.4 1 1 1 1 1 1 1 I i I EPDM ROOF CONSTR. OVER SLOPED STRUCT. 1 i F_- SINGLE -PLY FULLY ADHERED ROOF MEMBRAP 1 1 - 5/8" COVERBOARD 1 1 - (2) LAYERS OF RIGID INSUL. WITH STAGGERE[ JOINTS 5.5" TOTAL (R-30 MIN.) 1 - STRUCT. METAL ROOF DECK AND SLOPED STI t 1 t 1 FRAMING, 1/4" PER FOOT MIN. SLOPE t i 1 B.O. ROOF DECK j— — 1 — B.O. ROOF DEC. 14'-0" 1 1 14'-0" 1 t t ' 1 1 1 ' 1 1 i -- ACT-1 ' PROVIDE UNISTRUT FRAMING FOR LI MOUNTING PROD. SCREEN CEILING RECESSED MOTORIZED PROJECTION SCREEN — 5/8" GWB ON 3-5/8" METAL STUD FRAMING AT 16"o.c. MAX. — ACOUSTIC WALL PANELS STUD PARTITION - TYPE S1 - 5/8" GWB - 1-5/8" METAL STUDS AT 16"o.c. MA . I MOBILE CONDIMENT CART, REFER TO FOOD SERVICE DWGS. FIRST FLOOR FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER WALL SECTION 3/4" = F-0" ACT-2 MASONRY PARTITION - TYPE M8 - 8" CMU - HORIZONTAL REINF. AT 16"o.c. MAX. PLATFORM — 2'-0" jk FIRST FLOOR o" - ATHLETIC SPORTS FLOORING - 5" CONC. SLAB ON GRADE, SEE - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. STRUCT. DWGS. - CONT. VAPOR BARRIER - CONT. VAPOR BARRIER WALL SECTION 3/4" = F-0" �T. - R3 RANE RED STRUCT. COLD FORMED METAL TRUSS, REFER TO STRUCT. DWGS. BRACE TOP OF PARTITIONS BACK TO TRUSSES AT 48"o.c. MAX. B.O. ROOF DECK 14'-0" — PROVIDE (2) LAYERS OF 6" SOUND ATTENUATION INSUL. ALONG EACH SIDE OF CLASSROOM PARTITIONS ACT-1 ELEC. BOXES STAGGERED AND SEALED WITH AP-1 ACOUSTIC PUTTY BACK PADS PROVIDE BLOCKING IN WALL FOR WALL MOUNTED ITEMS — r PROJ. ✓� i (F.F.E.) I STUD PARTITION - TYPE S6A - (2) LAYERS OF 5/8" TYPE 'X' GWB - 6" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. I' - (2) LAYERS OF 5/8" TYPE 'X' GWB I I I CLASSROOM: GRADES 1-2 238 I I I 4'-0"MIN. I EACH SIDE OF PARTITION CLASSROOM: G ADES 1-2 237 I I I I Ah FIRST FLOOR 11111-/ o" 4° FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER WALL SECTION 3/4" = 1'-0" "^ ROOF W IH DECORATIVE BATTENS ROOF ISTR. - R1 CORATIVE PVC BATTENS AT 25"o.c. ILLY ADHERED PVC MEMBRANE ROOFING "COVERBOARD LAYERS OF RIGID INSUL. WITH STAGGERED ITS 5.5" TOTAL (R-30 MIN.) RUCT. METAL ROOF DECK AND SLOPED STRUCT. MING 9 0 KEY PLAN N.T.S. ° MAIN ENTRANCE • 1 SOUTH i ENTRANCE ° REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 U � z � 0 H w�0 O ��A z o o P� H � W E� W 11 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 563-6164 TITLE WALL SECTIONS DATE 11 /02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A4*11 0.1 PLAN DETAIL 1 1/2" = F-0" CAST STONE CAP BELOW COMPOSITE METAL WALL PANEL SYSTEM STEEL COLUMN, REFER TC STRUCT. DWGS. METAL ZEE CLIP U at CANOPY COL. - HI EQ EQ 2" T I O BRICK VENEER MASONRY TIES AT 16"o.c. MAX. STEEL COLUMN, REFER TO STRUCT. DWGS. PLAN DETAIL at CANOPY COL. - LOW 1 1/2" = 1'-011 STEEL COLUMN, REFER TO STRUCT. DWGS. PLAN DETAIL 1 1/2" = 1'-0" 3 PLAN DETAIL A5.1 1 1/2" = F-0" BRI( MASONRY TIES AT 1 STEE REFER TO STRL 0 PLAN DETAIL 1 1/2" = F-0" 3"x4" PREFINISHED ALUM. DOWNSPOUT WITH AN(HnR STRAPS AT 5'-0"o STEEL COLUMN, RE STRUCT. ALUM. CURTAIN WALL SYSTEM - MASONRY TIES AT 16"o.c. MAX. BRICK VENEER ALUM. CURTAIN WALL SYSTEM C'M 5 5/8" 1'-1 3/8" AESS EXPOSED STRUCT. COL. CORNER BEAD, T` 5/8" GWB ON METAL STI FRAMING AT 16"o.c. MAX. U at CANOPY COL. r5 PLAN DETAIL A5.1 1 1/2" = 1'-0" oolnv v�nl�co ST STONE SILL BELOW UM. CURTAIN WALL SYSTEM )RNER BEAD, TYP. J2A A6.4 ,CE OF G.F. CMU BELOW ')ILL BELOW N WALL SYSTEM ), TYP. CM CV CORNER BEAD, TYP. N WALL SYSTEM DA 2A O G!0" COMPOSITE MET, PANEL SYSTEM VI F STEEL( REFER TO STRUCT. 6A PLAN DETAIL 1 1/2" = F-0" 2A Z-O" EQ EQ MASONRY TIES AT 16"o.c BRICK VE FACE OF G.F. CMU B STEEL COI REFER TO STRUCT. C n PLAN DETAIL - 1 1/2" = F-0" 4" 2'-8" PLAN DETAIL A5.1 1 1/2" = 1'-011 SELF -ADHERED MEMBRANE FLASHING AT COLUMN, TYP. )NE CAP BELOW UT CORNER OF CAST STONE RTAIN WALL SYSTEM REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19119 BID SUPPLEMENT 1 1'-2" L 2" 4" EXP. JT. I COMPRESSIBLE SEAL 2HR. FIRE -RATED EXP. JT. SYSTEM FILL GAP WITH MINERAL WOOL INSUL. 3 3/8" BULLNOSE CMU I 1 AT CORNER 4 10" METAL LOCKER 2HR. RATED FIRE WALL 3EAD,TYP. 'UD BACKUP WALL VVI I H 1-b/8" METAL STUDS AT 16"o.c. MAX. ,JA DNE SILL BELOW M 1RTAIN WALL SYSTEM BEAD, TYP. _TUD BACKUP WALL WITH 1-5/8" METAL STUDS AT 16"o.c. MAX. MASONRY WALL CONSTR. - TYPE W1A - 4" MONUMENTAL SIZE GROUND -FACE CMU VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER - 8" CMU BACKUP WALL �TURAL IING PLAN DETAIL 1 1/2" = F-0" w1mollI1jr-1 T YV/'%LL V\.jlm0I n. - I T rG YV 1 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID (INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER 1 - 8" CMU BACKUP WALL _ I Y '. i -�— — 3" PLAN DETAIL 1 1/2" = F-0" PLAN DETAIL 1 1/2" = F-0" - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIER - 8" CMU BACKUP WALL STATE PROJECT NO. 132-0088 N Phase 1 of 4 j COMPRESSIBLE FILLER SEALANT W/ BACKER R MEMBRANE FLASHING T SPAN JOINT OD, TYP. 0 STRUCTURAL COLUMN, PAINTED, REFER TO STRUCTURAL DWGS. COMPRESSIBLE SEAL 2HR. FIRE- O RATED EXP. JT. SYSTEM O � Ao � NOv � Woo O �z Z O ALUM. LOUVERED GATE AND POST W SELF -ADHERED MEMBRANE FLASHING STRUCTURAL COLUMN, PAINTED, REFER TO STRUCTURAL DWGS. r COMPRESSIBLE FILLER, w SEALANT W/ BACKER ROD, TYP HM DOOR FRAME, REFER TO t,tt�tcts�ttri; DOOR SCHED. AND DETAILS AE ��.�.��''% 0% :.-,,aACAN p^•�'0�° �f� RETURN BRICK AT JAMB G r� ;.. , �^ BULLNOSE CORNER, TYP AT OPENINGS , ''_ �' ,- LI y � M p ; SELF -ADHERED MEMBRANE FLASHING 111rlrI'tt iWO��. COMPRESSIBLE FILLER STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS MO SER PILON JIASONRY WALL CONSTR. - TYPE W1 NELSON 4" BRICK VENEER AIRSPACE ARCHITECTS MASONRY ANCHORS AT 16"o.c. MAX. 3" RIGID INSUL. (R-11.4 MIN.) 30 JORDAN LANE CONT. FLUID -APPLIED AIR BARRIER W ETHERSFIELD, CT. 06109 8" CMU BACKUP WALL (860) 563-6164 TITLE STRUCTURAL STEEL AT OVERHEAD DOOR, EXTERIOR PLAN REFER TO STRUCTURAL DRAWINGS DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A591 2 FLUID APPLIED AIR BARRIER COMPRESSIBLE SEAL 2HR. FIRE -RATED EXP. JT. SYSTEM 1' 1" i, 3" I, MEMBRANE FLASHING TO SPAN GAP FILL GAP WITH MINERAL WOOL INSUL. 1 4 �. EJC -�--r - --- I COMPRESSIBLE FILLER, Parvr:P Pr)n ANn SEALAnIT f STEEL COLUMN, REFER TO o STRUCTURAL DRAWINGS TI I I 1N I I COMPRESSIBLE FILLER i r ALUM. EXP. JT. COVER OP co CD 0 N N 0 N E z 0 .o z �\ 1 —17 TWO-PIECE ALUM, TRIM WITH CONTINUE 2HR. FIRE -RATED SLIP CONNECTION, FINISH TO CMU CONSTR. INTO WING WALL MATCH FRAME COMPRESSIBLE SEAL 2HR. FIRE -RATED EXP. JT. SYSTEM DOUBLE MULLION AT JAMB 9 H PLAN DETAIL 1 1/2" = 1'-0" FEC-SR SELFADHERED MEMBRANE FLASHING UT ANT n1PTATT 2 1 Ll 11 r 1J L 1 L-11L A5.2 1 1/2" = F-0" PLAN DETAIL 1 1/2" = F-0" 1'-1 1/16" Carl r Anl ll'nCn 1'-10 3/4" MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5 4" BRICK 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 32 I MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W513 - 4" BRICK VENEER I - AIR SPACE v - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING 1 2" 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 7/8" METAL FURRING CHANNELS AT 16"o.c. MAX. - 5/8" G W B 33 � .RATED )NRY PARTITION E M8B �U905 (2HR. RATED) MU UZONTAL REINF. i"o.c. MAX. 6 RANE FLASHING TO - -- GAP AP WITH MINERAL INSUL. EJC CV I" I co --ER BEAD z_T_ STEEL COI TO,' SOUND A INS DEMISINC STRUCT. BRACE FRAME, REFER TO STRUCT. DWGS. CONT. FLUID APPLIED AIR BARRIER 5 CV I EJC FILL GAP WITH MINERAL WOOL INSUL. TWO-PIECE ALUM. TRIM WITH SLIP CONNECTION, FINISH TO CORNER BEAD, TYP. / SO _ MATCH FRAME STEEL COLUMN, REFER TO I I �: ,. COMPRESSIBLE SEAL 2HR. STRUCTURAL DRAWINGS FIRE -RATED EXP. JT. SYSTEM PLAN DETAIL 1 1/2" = F-0" PT A N TIET A TT 1 1/2" = F-0" 3" 3" + 1'-0 1/2" 3"x4" PREFINISHED ALUM. DOWNSPOUT WITH ANCHOR STRAPS AT 5'-0"o.c. MAX. 12 PLAN DETAIL 1 1/2" = F-0" IASONRY WALL CONSTR. WITH STUD ACKUP - TYPE W5 4" BRICK VFNFFR STEEL COLUMN, REFE AIR SPACE STRUCT. DV 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 6"o.c. MAX. 5/8" G W B FLUID APPLIED AIR BARRIER 3"x4" PREFINISHED A DOWNSPOUT WITH ANC STRAPS AT 5'-wn n. MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W513 - 4" BRICK 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. 7/8" METAL FURRING CHANNELS AT 16"o.c. nnnennlov %ninl I r1nnlcT❑ rvoi I IVIMA. IVI/1V VIVI l l YYlILL VVIYV I I1. - 1 11 I - 5/8" GWB - 4" BRICK VENEER (RECESSED' - AIR SPACE - MASONRY ANCHORS AT 16"o.c. - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BAR] - 1'-0" CMU BACKUP WALL � o � — - 3"x4" PREFINISHED ALUM. DOWNSPOUT WITH ANCHOR 17 ` STRAPS AT 5'-0"o.c. MAX. — — T — IA CONTROL JOINT: ! r - COMPRESSIBLE FILLER i 1_'Lj BACKER ROD AND SEALANT BACKER ROD AND SEALANT STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS 2" PLAN DETAIL 1 1/2" = F-0" 1.8 PT AN nFTATT, JL 1 1/2" = F-0" STEEL COLUMN, REFER TO STRUCT. DWGS.If" ram——�. MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5 - 4" BRICK 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 1' 111 16"o.c. MAX. - 5/8" GWB AAA[+/1Aln\/TICC1 ATAL111 ,. RAAV i REVISIONS CONFORMED SET MARCH 22, 2019 CONTROL JOINT: PREFORMED GASKET BAUKEH HUU ANU SEALAN I WALL PADS STATE PROJECT NO. FLUID APPLIED AIR BARRIER 132-0088 N Phase 1 of 4 L.1 COMPRESSIBLE FILLER, BACKER ROD AND SEALANT, TYP. O STRUCTURAL COLUMN, PAINTED, REFER TO STRUCTURAL DWGS. SELF -ADHERED MEMBRANE FLASHING MASONRY WALL CONSTR. -TYPE W3 �--� - 4" BRICK VENEER- AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. I_ II - 3" RIGID INSUL. (R-11.4 MIN.) k— 1' 3" 5" - CONT. FLUID -APPLIED AIR BARRIER Irn - V-0" CMU BACKUP WALL 1 to PLAN DET AIL H A5.2 1 1/2" = F-0" Q U SOUND ATTENUATION INSUL. AT ROOM DEMISING PARTITIONS STEEL COLUMN, REFER TO STRUCTURAL C? DRAWINGS 6 coy\_ FLUID APPLIED AIR BARRIER MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W513 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING H - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. BRAKE METAL TRIM CLOSURE, COLOR/FINISH TO MATCH CURTAIN WALL FRAMES PAC WITH SOUND BACKER ROD AND SEALA MASO RY WALL CONSTR. WITH STUD ATTEN UATION INSUL. BACKUP TYPE W5 - INSUL. METAL PANEL INFILL, - 4" BRICK VENEER FINISH TO MATCH FRAME - 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 PLAN DETAIL -15/811 GWB 1 1/2" = F-0" 1 Z' I METAL FURRING CHANNELS AT 16"o.c• PLAN DFAT A TT MAX..5/8" GWB A512 "all STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS coCl) It I CORNER BEAD, TYP — OVERFLOW RAINWATER LEADER, REFER TO PLUMBING DRAWINGS 1'-4 3/8" ( 2" 1 PLAN DETAIL 1 1/2" = F-0" mb wA o�z C/) MASONRY WALL CONSTR. WITH STUD Opp BACKUP - TYPE W5 O - 4" BRICK VENEER - AIR SPACE w - 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, fr�� - 5/8" GWB W .� LA #7020 •'r''�J:ii:ltti�'`'t — FLUID APPLIED AIR BARRIER MOSER PILON ORD NOZZLE NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5 - 4" BRICK VENEER TITLE - AIR SPACE EXTERIOR PLAN - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. DETAILS - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" G W B DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A51 6A 3 3/4" 1 7 5/8" STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS I CV 1 CORNER BEAD, TYP I 111 MASONRY WALL CONSTR. WITH STUD ( BACKUP - TYPE W5 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. ti - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER 1'-1" 2" - 5/8" GLASS MAT PAPERLESS SHEATHING - 6' COLD FORMED METAL FRAMING AT 16"o.c. MAX. O- 5/8" GWB 1 PLAN DETAIL O STEEL COLUMN, REFS TO STRUCTURAL DRAWINGS l V-111 211 I MASONRY WALL CO -I R BACKUP - TYPE W5 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHC - 3" RIGID INSUL. - CONT. FLUID-APPI - 5/8" GLASS MAT P, - 6" COLD FORMED 16"o.c. MAX. - 5/8" GWB CORNER BEAD, TYI -1 -I --� - I - -1 -1 0 2 PLAN DETAIL A5.3 1 1/211 = 1141 MASONRY TI MAX. EACH [ STEEL COLU TO STRUCTL DRAWINGS O MASONRY WALL CONSTR. - l - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16' - 3" RIGID INSUL. (R-11.4 MIN,' - CONT. FLUID -APPLIED AIR E - V-0" CMU BACKUP WALL O PLAN DETAIL 1 1/2" = F-0" 1'-11, 2" i )NSTR. WITH STUD RS AT 16"o.c. MAX. IED AIR BARRIER �PERLESS SHEATHING METAL FRAMING AT 'AD IESSIBLE , BACKER ROD ALANT, TYP. DOR FRAME, f SOLID :ANCHOR OSE CMU INER JOINT MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5 - 4" BRICK VENEER - AIR SPACE } - MASONRY ANCHORS AT 16"o.c. MAX. 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER I - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. JC - 5/8" GWB Lu I CORNER BEAD, TYP. STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS EJC M C j O_ H.M.DOOR-FRAME, GROUT SOLID FRAME ANCHOR BULLNOSE CMU AT CORNER WALL PAD O 4 PLAN DETAIL A5.3 1 1/2" = F-0" OVERFLO AND NOZ2- PLUMBIN( MASONR) MAX. EAC ALUMINUP SYSTEM STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS SELFADHERED MEMBRANE FLASHING 6" COLD F( FRAMING 5. PAPERLE: MASONRY MAX., EA E IAn1 �cn — CORNER BEAD, TYP A6.4 � _ 1 1 N CO 1 I 1 1 1 ( 1<> 1 FT T _� 1 i 1 1 71T - \ )RMED METAL 16"o.c. MAX. 8" GLASS MAT ;S SHEATHING ) ADDI IGn AID nI I 1_.1w nil 1 I I l BARRIER ' RIGID INSUL. TIES AT 16"o.c. ,,H DIRECTION- TRICK VENEER ') 71 i PLAN DETAIL 1 1/2" = F-0" 1' 1" 2" �i 0 6 PLAN DETAIL A5.3 1 1/2" = 1'4' nll 111 — NA MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5 - 4" BRICK 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 M TEEL COLUMN, REFER 0 STRUCTURAL RAWINGS ORNER BEAD, TYP ELF ADHERED IEMBRANE FLASHING STEEL COLUMN, REFER TO STRUCT. DWGS. M / CONTROL JOINT: 1 COMPRESSIBLE FILLER BACKER ROD AND TILE WAINSCOT BELOW - SEALANT EXTEND (2) LAYERS OF \ GWB THRU STUD CAVITY 1 HR. FIRE -RATED 1 5 ASSEMBLY �2 5/8" 19 PLAN DETAIL A5.3 1 1/2" = F-0" 4" 9.1 2" 4" EXP. JT. COMPRESSIBLE SEAL 2HR. FIRE - RATED EXP. JT. SYSTEM T1 I 5 - FILL GAP WITH MINERAL WOOL INSUL. TILE WAINSCOT BELOW MEMBRANE FLASHING TO SPAN JOINT I 5 CORNER BEAD TOILET PARTITION � I Q S° - -- cCO - ,, LO N D_ ® w EXP. JT. COVER FILL GAP WITH MINERAL WOOL INSUL. y 1'-0 5/8" 3 Ti — O"J STEEL COLUMN, 2HR. RATED FIRE WALL REFER TO STRUCT. D 3 3 CMR BEAD, TYP. i 4 5/8" 2" 3 5/8" 8 3/4" 3 7/8" EXP. JT. 19 20 PLAN DETAIL 1 1/211 = F-0" it �-T STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS � ELF ADHERED EMBRANE FLASHING IR I 6" COLD FORMED METAL FRAMING A 16"o.c. MAX. 5/8" GLASS MAT PAPERLESS SHEATHING CONT. FLUID APPLIED AIR bAHHIEH 3" RIGID INSUL. MASONRY TIES AT 16"o.c. MAX., EACH DIRECTION — BRICK VENEER PLAN DETAIL 1 1/2" = F-0" CORNER BEAD, TYP SELFADHERED MEMBRANE FLASHING i i / 2^ l 9S/8„ CV I rl J2A 1-4' A6.4 �_------ ---� N 1 1 !E ! - CO ! 1 a' j 1 1 I! ! 1 1� 1 - _ nOA I ALUM. CURTAIN WALL t I SYSTEM _ MASONRY WALL CONSTR. WITH STUD - -- CV DAf1VI ID TVDC 1AJC 17P1Vf\Vf — 1 IV L VV:J - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING i - 6" COLD FORMED METAL FRAMING AT 19 to PLAN DETAIL 1 1/2" = F-0" BACKUP - TYPE W5 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. 26 - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. 1'-111 12" - 5/8" GWB EXTEND GWB THRU STUD CAVITY STEEL COLUMN, REFER TO STRUCT. DWGS. Cl) -- CORNER BEAD, TYP 11 PLAN DETAIL A5.3 1 1/2" = 1'-011 16"o.c. MAX. SOUND ATTENUATION INSUL. STUD PARTITION - TYPE S6A - (2) LAYERS OF 5/8" TYPE 'X' GWB - 6" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. - (2) LAYERS OF 5/8" TYPE 'X' GWB 00 N f=JC i/ EXP. JT. COVER --� CORNER BEAD ALUM.STOREFRONT SYSTEM PLAN DETAIL 1 1/2" = F-0" 2HR. RATED FIRE V1 STEEL COLUMN, REFEE STRUCTURAL DRAW]' COMPRESSIBLE FILLER, BACKER ROD AND SEALANT, TYP. SELF ADHERED MEMBR FLASHING AT COLI COMPRESSIBLE SEAL: FIRE -RATED EXP. JT. SYS FILL GAP WITH MINE WOOL IN� PT AN nFTATL MEMBRANE FLASHING TO SPAN JOINT - _1ECONT. FLUID APPLIED AIR BARRIER CV — — FILL GAP WI H MINERAL WOOL INSUL. — COMPRESSIBLE SEAL \ EXP. JT. SY TEM v 18 8A 9A 111, 2 5/8" 2" I, 3 5/8" 1 EXP. JT.� 1 1/2" = F-0" 9A 251a PLAN DETAIL A5.3 1 1/21' = 11-011 STEEL COLUMN, REFER TO STRUCTURAL 3 7/8" 2 5/16" 1'-41/16" DRAWINGS CORNER BEAD, TYP •� SO �;0 ' _ GV OC j00 u i LV V - MEMBRANE F HING TO SPAN GAP — TWO-PIECE ALUM. TRIM WITH LIP CONNECTION, FINISH TO MATCH FRAME COMPRESSIBLE SEAL EXP. JT. SYSTEM — = 6 28 PLAN DETAIL 1 1/211 = 1'-0" - NA COMPRESSIBLE SEAL 2HR. FIRE -RATED EXP. JT. SYSTEM MEMBRANE FLASHING TO SPAN JOINT — OA CORNER BEAD, TYP. REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 BACKUP Y TYPE W5 N51 H. wl I H 5I uu - 4" BRICK VENEER `�fi��•G�G�j` ov -,��iCPd j;��„'��, - AIR SPACE -: : 0 5" ; y - MASONRY ANCHORS AT 16"o.c. MAX. - 3"RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER r ; #"7 `� K - 5/8" GLASS MAT PAPERLESS SHEATHING `. - 6" COLD FORMED METAL FRAMING AT l 16"o.c. MAX. •%r F� AR - 5/8" GWB •ta.aaaa;tN XA EJC I 3 A—L:- 2" FILL GAP WITH MINERAL WOOL INSUL. SELFADHERED MEMBRANE FLASHING 29 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE EXTERIOR PLAN DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5*3 METAL PANEL WALL CONSTR. - TYPE W7 - COMPOSITE METAL WALL PANEL SYSTEM WITH ZEE FURRING - 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" G W B COMPOSITE METAL PANEL CLOSURE PIECE, BACKER ROD AND SEALANT BACKUP - TYPE W5 - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER r/on (11 AOQ fkAAT oAocol CQQ QLICATLIIN('- - 0/0 ULM00 MIA I FMIF CRLL.)J JI M-m I I III vu - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" G W B e 1 TRANSITION DETAIL (PLAN) A5.4 1 1/2" = F-01t METAL PANEL WALL CONSTR. - TYPE W7 COMPOSITE METAL PANEL, CORNER - COMPOSITE METAL WALL PANEL SYSTEM COMPONENT WITH ZEE FURRING - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING FLUID APPLIED BARRIER - 6" COLD FORMED METAL FRAMING AT 1 8"n-c- MAX- - 5/8" G W B __ SEALANT AND BACKER ROD LAP SEALANT 7 -,j 71 Y -- WATER CUT-OFF MASTIC ROOF MEMBRANE FLASHING 1 5/8" GWB LAP SEALANT I 3-5/8" METAL STUDS AT 16" o.c. MAX BLOCKING I UNFACED BATT INSULATION EPDM ROOFING FLUID APPLIED VAPOR BARRIER PAPERLESS SHEATHING 3" RIGID INSULATION 5/8" GLASS MAT PAPERLESS SHEATHING 32 TTR A T�TCTTTC)N nIPT A TT. (PT. A N 1 1/2" = F-0" �. BACKUP - TYPE W5 EPDM ROOFING I - 4" BRICK VENEER - AIR SPACE 3" RIGID INSULATION - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. _ -I - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATHING - ( - 6" COLD FORMED METAL FRAMING AT II^ fI I 15/8" GWB LAP SEALAIv1T � 11_�: jl I �I 1 I WATER CUT- (X) OFF MASTIC - - -1 LAP SEALANT BLOCKING TRANSI 1 1/2" = V-0" Ir6 B.O. ROOF DECK — — TION DETAIL (PLAN EPDM ROOF ASSEMBLY I 1 I I I I I � I I I - I STRUCTURAL POST, REFER TO STRUCTURAL DRAWINGS LAP SEALANT PRESSURE SENSITIVE ELASTOFORM FLASHING EPDM MEMBRANE B.O. ROOF DECK_ 14'-0" 6 A5.4 min onnClnll2- - - - - - - ROOF SCREEN DETAIL 1 1/2" = F-0" PVC CONTOUR RIB PVC ROOFING HOT AIR WELD ::: HOT AIR WELD CUT -EDGE SEALANT \` SHAt tU VVVOU NAILER METAL DRIP EDGE FASCIA MINIMUM 22 - GAUGE 1 1/2" RING SHANK CONTINUOUS CLEAT NAILS @ 6" O.C. STRUCTURAL STRUCTURAL FRAMING, FRAMING, SEE SEE S T RUC T U R A L �� STRUCTURAL DRAWINGS DRAWINGS ROOF SCREEN EDGE DETAIL 1 1/2" = F-0" L— EPDM ROOF ASSEMBLY i CLOSED -CELL SPRAY -APPLIED FOAM INSULATION STEEL PLATES WITH THERMAL BREAK GASKET, REFER TO STRUCTURAL DRAWINGS THERMA BREAK DETAIL AT SCREEN POST 3" = F-0" 6" WIDE PRESSURE' SENSITIVE RUSS, SEE NOTE FASTENER & SEAM FASTENING PLATE, i MAX. @ 12" O.C. BONDING ADHESIVE r' _ EPDM ROOFING I � - 5/8" COVERBOARD OVER 3" RIGID INSUL. WITH ZEE FURRING { FASTENER & SEAM FASTENING PLATE, MAX. @ 12" O.C. — 6" WIDE PRESSURE NOTESENSIBIELOW VE SS, SEE jh B.O. ROOF DECK- 14'-0" EPDM ROOF ASSEMBLY NOTE: ALL VERTICAL SPLICES AT THE BASE OF A WALL AND SPLICE INTERSECTIONS MUST BE OVERLAID WITH TWO LAYERS OF PRESSURE -SENSITIVE ELASTOFORM FLASHING. THE BOTTOM LAYER SHALL BE 6" WIDE COVERED WITH A 12" WIDE PRESSURE - SENSITIVE ELASTOFORM FLASHING PIECE. BOTH LAYERS SHALL BE CENTERED AND FINAL LAYER SEALED WITH CONTINUOUS LAP SEALANT. ROOF TRANSITION DETAIL 1 1/2" = F-0" MORTAR DRAINAGE INSERT WEEP AT 24"o.c. MAX. TWO P'ECE METAL THRU WALL FLASHI G SET IN MASTIC SEALANT TERM] ATION BAR AND SEALANT EPDM PROOF CONSTR. WITH TAPERED INSUL. - R4 I I - SINGLE -PLY FULLY ADHERED ROOF MEMBRANE - 5/8" COVERBOARD iM I A,VCOQ nE: QI(_`In IA1Q111 1A1ITW QTA(,(,f=Rl=n - k4l L ILIl17 VI IlILIIV IIVVVL. vvIII I vinuut_11� JOINT 5.5" TOTAL (R-30 MIN.), TAPERED INSUL. AND z CRICK ETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. SLOP 0 - STR CT. METAL ROOF DECK if L7 B.O. ROOF DECK 14'-0" ROOF THRU WALL FLASHING DETAIL 1 1/2" = F-0" 0 jh B.O. ROOF DECK 14'-0" Mzo MORTAR DRAINAGE INSERT PS AT 24"o.c. MAX. TW 1-PIECE METAL THRU WALL — FLA HING SET IN MASTIC SEALANT TAR INATION$A1 AND SEALANT FOAM CANT EXPANSION JOINT FILLER GLE-PLY FULLY ADHERED ROOF MEMBRANE 'COVERBOARD LAYER OF RIGID INSUL, TAPERED INSUL. AND ;KETS TO PITCH TO DRAIN, 1/4" PER FOOT MIN. PE :11 Jr [- METAL RnnF DFCK - 5/8" GLASS MAT PAPERLESS SHEATHING - COLD FORMED METAL FRAMING AT 16"o.c. MAX. �— COMPRESSIBLE SEAL LXPAIVSIOIV JOINT SYSTEM 0 A IXTnUv V nnlP IPVD A XTCTnNT TnTNTT TIRT A TT t.l`ll N V 1 1 1\ V V 1 Ll 11 1-11 V 1J 1 V 1 r J V 11 r 1 1! L 1 1 x x_&J 1 1/2" = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT T NO. 132-0088 N Phase 1 of 4 .t�tt�ul:rrrrrr,,: fit/ . �taCAPJ p •ors ��`!., `, - �r l 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 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5.4 L' CURED MEMBRANE FLASHING FASTENER & SEAM FASTENING PLATE, MAX. 12" O.C., EACH SIDE MEMBRANE SPLICES SHALL BE UMOIRVIPLE T ED USIIVG 3" IVIIIV IIVIUIVI VV IDE SECURE TAPE & PRIMER, EACH SIDE 1 I i NOTE: AT FIRE WALLS SEAL TOP OF WALL AND FILL DECK FLUTES WITH MINERAL WOOL AND FIRESTOP SEALANT - U.L. HW-D-1008 EXPANSION JOINT SUPPORT EPDM ROOF MEMBRANE 2 X WOOD BLOCKING l- - L_ l_ I _1 _ BAGGED INSULATION EPDM ROOF ASSEMBLY TYPICAL SEISMIC JOINT DETAIL 3" = 1'-011 — PREFINISHED METAL FASCIA OVER CONT. P.T. WOOD BLOCKING EPDM ROOF ASSEMBLY ( !n V-3 3/8" FILL FLUTES WITH j INSUL. 12'-01/2', � i 'l CONTINUOUS AIR BARRIER --- 3" RIGID INSULATION COMPOSITE METAL WALL PANEL SYSTEM ON ZEE FURRING BACKER ROD AND SEALANT BRAKE METAL TRIM, COLOR/FINISH TO MATCH WALL PANEL 2'-10" 0[$111111:1015 1. MEMBRANE SPLICES SHALL BE COMPLETED USING MINIMUM 3" WIDE TAPE & PRIMER WITH EPDM MEMBRANE. 2. ALL EPDM SPLICE INTERSECTIONS MUST BE OVERLAID IAII-rU A ❑DCQQI IDC QCIIC T AIQT\/In IKIT r1nIICD DQ1r)Q VY I n M rnCJJU n C-C) GIVOI V C I-,JlJllV I UV V Gn. r nlVn 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 SEALANT. 3. ROOF MEMBRANE SHALL NOT BE ADHERED OVER THE EXPANSION JOINT SUPPORT OR SPONGE TUBING. 4. 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 BE I VYEEIV EXPAIVSIVIV JOIIV I OF VV ALL VR EUGIIVG. n U 1 1 1 I i 1 — ----------------- ROOF DETAIL at CURTAINWALL 1 1/2" = F-0" GUUW-l%4t r\ FLAIVGE 3" IVIIIV. VVID I H f LAP SEALANT PROTECTIVE STRIP OF EPDM �. STAINLESS STEEL CLAMPING RING E o o PRESSURE -SENSITIVE i ELASTOFORM FLASHING IN CONJUNCTION WITH EPDM PRIMER, REFER TO NOTE #3. LAP SEALANT MWATER ASTIC CUT-OFF I I I WOOD BLOCKING, REFER TO NOTE #2. 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. TYPICAL GOOSE NECK PENETRATION 3" = F-0" 25"TYP. I HOT AIR WELD PVC MEMBRANE I I ADHESIVE m , PVC ROOF ASSEMBLY PVC CONTOUR RIB iOT AIR WELD TYPICAL PVC CONTOUR RIB DETAIL PVC ROOF FLASHING STRIP n V \AI^r%n n1 nnvinln TYPICAL PVC ROOF HIP DETAIL 3" = F-0" A5.5 311 = 1'-011 O DECORATIVE BATTENS FULLY ADHERED PVC ROOFING 5/8" COVERBOARD STRUCTURAL METAL DECK, REFER TO STRUCTURAL DRAWINGS PVC FLASHING STRIP, HOT AIR WELDED BONDING ADHESIVE 18 GAUGE, C CHANNEL, PAINTED, FIT TO ROOF SCREEN, SECURED TO PRESSURE TREATED WOOD WITH FASTENERS AT 12" O.C. METAL FLASHING STEEL ANGLE, REFER TO STRUCTURAL DRAWINGS STRUCTURAL FRAMING, REFER TO STRUCTURAL DRAWINGS ROOF SCREEN FASCIA DETAIL 1 1/2" = F-0" O ALUMINUM PIPES 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. C7 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 TYPICAL PVC ROOF SNOWGUARD FLASHING 11 - 3" = F-0" A5.5 31' = 11-01, ■1�� "A w PRE -FINISHED CAP FLASHING WITH DRIP EDGE BOTH SIDES — PRESSURE TREATED 2x BLOCKING OVERLAP ROOFING MEMBRANE - FASTENER & SEAM FASTENING PLATE, MAX. 12" O.C. 6" WIDE PRESSURE SENSITIVE RUSS nCnllnATlVr' nA=I7!KIQ vI lnvv uvuv T! 0 !—IT T"7 T) X T T TT7 A T1 T %T' T A TT RTU/ROOF HATCH/SKYLIGHT TWO-PIECE METAL COUNTERFLASHING LAP SEALANT TERMINATION BAR LAP SEALANT ANCHORED AT 12"o.c. SUMP xr MAX. COMBINATION ROOF DRAIN, REFER 0 PLUMBING DRAWINGS 'LAMPING RING INSULATED UNIT CURB VATER CUT-OFF MASTIC - _ _ _ _ _ _ - UPPER ROOF _ _ — ROOF MEMBRANE FLASHING LAP SEALANT fi NOTE: THIS OCCURS AT AREAS OF TAPERED INSULATION AND FLAT/LEVEL STRUCTURAL STEEL TYPICAL EPDM ROOF DRAIN 3" = 11-011 >< T.O. STEEL EPDM ROOF ASSEMBLY TYPICAL EPDM ROOF CURB FLASHING 311 = 11-0" 1 An Or -AI AnIT PII E> TYPICAL ROOF PIPE PENETRATION 3" = 1'-011 EXTEND MEMBRANE BELOW JOINT a < /� SLEEPER MEMBRANE PROTECTION LAYER LAP SEALANT I I 2"MIN. f� EPDM ROOF ASSEMBLY TYPICAL EPDM SLEEPER 311 — 11-011 14 COLLECTOR BOX ]DETAIL AT CANOPY -- A5.5 3" = F-0" %`/ 1 CANOPY ROOF CONSTRUCTION ASSEMBLY, REFER TO WALL SECTIONS LAP SEALANT ROOF MEMBRANE FLASHING 9„ LAP SEALANT PRE -FINISHED ALUMINUM COLLECTOR BOX L'. 1-1/4" HOT DIPPED GALVANIZED ROOF NAILS AT 4" O.C. MAX. i BRAKE METAL ANGLE SEALANT AND BACKER ROD A5V 3" = 1'-0" AIR/MOISTURE BARRIER �— METAL PANEL WALL ASSEMBLY, I I REFER TO WALL SECTIONS I I 3"x4" PRE -FINISHED ALUMINUM LEADER I An Or- AI AAiT ING T IING SLEEVE 3ENSITIVE M FLASHING T TYPICAL EPDM ROOF HOT PIPE PENETRATION 3" = 11-011 REVISIONS CONFORMED SET MARCH 22, 2019 2 2/21/19 BID SUPPLEMENT 2 i STATE PROJECT NO. 132-0088 N Phase 1 of 4 � O � z 0 E•I�U H Wzo z H � W E-+ W C�O�N�&rrj�i� f� r MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOF DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A595 .E4 ► o ---------{------ ' -- ---' ---- � S4 stM. i I A6.4 1 � I 1 1 1 1 i FLASHING AT WINDOW FRAME I 1 1 COMPOSITE METAL PANEL 1 EXTEND ROOF MEMBRANE UP UNDER TWO PIECE hAr-TAI CI AC+LIIAI/l AKIn T177I7RAIAIA-1- DAM i 1 ' IVIC I ML rLMOMIVU HIV V I CRIVIIINM I ilJIM DtAn i DOWNSPOUT AND SPLASH BLOCK -- ----- —— B.O. ROOF DECK — — — 14'-0" I ROOF TRANSITION 1 1/2" = F-0" OA I PREFINISH FASCIA OV WOOD BL( BATT. INSULATIO METAL STI. PAPERLES SHEATHIN� B.O. ROOF DI 14'-0" CONTINUC BARRIER COMPOSII SYSTEM 0 i EPDM ROC, EPDM ROOF ASSEMBLY MASONRY ASSEMBLY, REFER TO WALL SECTIONS ZEE FURRING ATTACHING RIGID INSULATION TO CMU EXPANSION JOINT WITH FOAM ROD AND BAGGED INSULATION 6" WIDE PRESSURE SENSITIVE RUSS IN CONJUNCTION WITH EPDM PRIMER #5 �— FASTENER & SEAM FASTENING PLATE @ 12" MAX. O.C. REFER TO N TE #4 EXPANSION JOINT FILLER, REFER TO NOTE #2 J FURRING CHANNEL 1. ALL OUTSIDE AND INSIDE CORNERS REQUIRE TWO COMPLETE CORNER APPLICATIONS OF PRESSURE -SENSITIVE FLASH LING PER MANUFACTU I R'S REQUIREMENTS. 2. WIDTH OF INT SHALL BE PER MANUFACTURER'S REQUIREMENTS. _ 3. ALL VERTICAL FIELD SPLICES AT THE BASE OF A WALL OR CURB MUST BE OVERLA14WITH J, INT COVER INSTALLED PER MANUFACTURER'S REQUIREMENTS. - 4. ON MECHANICALLY FASTENED SYSTEMS, HP FASTENERS AND POLYMER SEAM PLATES ARE REQUIRED. OVER STEEL DECK. 5. EPDM PRIMER MUST BE APPLIED TO BACK SIDE OF DECK MEMBRANE PRIOR TO COMPLETING SPLICE TO PRESSURE SENSITIVE RUSS. 6. FASTENER AND SEAM PLATE SPACING PER SPECIFICATION. ROOF EDGE DETAIL 1 1/2" = F-0" PRE -FINISHED OVER CONT. P.T. WOOD BLOCKING MEMBRANE FLASHING TO LAP ROOF MEMBRANE AAIM AID DADDIr-D nlvv nn I L.,nI a uu I METAL STUD FRAMING PAPERLESS SHEATHING CONTINUOUS AIR BARRIER B.O. ROOF DECK 3" RIGID INSULATION— — COMPOSITE METAL WALL PANEL SYSTEM QIV ZCE FURRIIVG WOOD BLOCKING BACKER ROD AND CAULK — EXTEND ROOF MEMBRANE UP UNDER TWO PIECE METAL FLASHING AND TERMINATION BAR CANOPY ROOF ASSEMBLY DEFS CONSTRUCTION BACKER ROD AND CAULK O METAL PANEL WALL ASSEMBLY, REFER TO WALL SECTIONS METAL FLASHING WITH DRIP EDGE DUCT PENETRATION, REFER TO MECHANICAL DRAWINGS - FLASHING - PANEL WALL ABLY, REFER TO SECTIONS JD ROOF BANE UP UNDER 'IECE METAL ]ING AND (NATION BAR TRANSITION AT DUCTWORK 1 1/2" = F-0" O I I. PVC ROOF ASSEMBLY 4-_- O _ SNOW FENCE WITH ICE FLAGS OVER ROOF _f — MEMBRANE FLASHING AND P.T. BLOCKING BATT INSULATION EPDM ROOF _L WnDviki -` DnIKIT 1 ASSEMBL 15 4 LII�u 1 Vliv I — — — — — — — — I STRIP FLASHING AND SEALANT 1 10 PRE -FINISHED METAL GUTTER AND FASCIA 6„ i i 1 1 I B.O. ROOF DECK in I� PRE -FINISHED METAL FASCIA OVER CONT. P.T. BLOCKING COMPOSITE METAL SOFFIT PANEL i SYSTEM ON METAL FURRING J BACKER ROD NT i WEEP VENT A 24"o.c AX. .I + BRICK VENEER (- AIR SPACE / I .+ I I MASONRY ANCHORS �I 1 j RIGID INSULATION CONTINUOUS FLUIDJA APPLIED AIR BARRIER I PAPERLESS SHEATHING 111 METAL STUD FRAMING 5/8" GWB FLASHING AT VESTIBULE 201 1 1/2" = F-0" PREFINISF FASCIA O� WOOD BL( BATT. INSULATIC METAL STI PAPERLEIE SHEATHIN B.O. ROOF 14'-0" CONTINUC BARRIER 3" RIGID IN COMPOSII SYSTEM C EPDM RO( ROOF DETAIL 1 1/2" = 1'4" v ROOF FASCIA DETAIL 1 1/2" = F-0" 6" CD MEMBRANE FLASHING FILL FLUTES WITH INSUL. i I I PAPERLESS SHEATHING CONTINUOUS AIR BARRIER 3" RIGID INSULATION COMPOSITE METAL WALL PANEL SYSTEM ON ZEE FURRING METAL STUD FRAMING 3"x4" PREFINISHED METAL DOWNSPOUT EPDM ROOF ASSEMBLY PREFINISHED METAL GUTTER AND DOWNSPOUT ROOF MEMBRANE FLASHING LAP SEALANT © B 9 2'-6" 71 /2" 4„ 31 i ROOF DETAIL AT CURTAINWALL 1 1/2" = F-0" B.O. ROOF DEC 14'-0" ROOF TRAN A5.6 1 1/211 = 1'-011 PVC ROOF ASSEMBLY LAP SEALANT ROOF MEMBRANE FLASHING — Y2SEA — — ROOFING MtMbHAIVt I U LAP OVER FLASHING FLASHING MEMBRANE OVER WOOD BLOCKING TWO PIECE INTERLOCKING, PRE -FINISHED METAL FASCIA 41 OVER CONT. P.T. f' WOOD BLOCKING BACKER ROD AND CAULK COMPOSITE METAL PANEL BACKER ROD AND CAULK WEEP VENT / MASONRY WALL CONSTRUCTION, REFER TO WALL TYPES I SITION IA ROOF EDGE DETAIL CONT. AIR BARRIER 1 1/2" = F-0" I EPDM ROOF ASSEMBLY B•1 PREFINISHED METAL FASCIA OVER CONT. P.T. WOOD BLOCKING ROOF DETAIL AT CURTAINWALL 1 1/2" = F-0" EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 EPDM F OVER STRUC' DEF CONST ASSEMBLY, REFER S BACKER ROD AND JTES ISUL. WATER CUT-OFF MASTIC EPDM Z? Er �r✓ R003NG UP ANLYUVLK r FILL FLUTES WITH MINERAL WOOL INSUL. ROOF TRANSITION 1 1/2" = 1'-0" ROOF EDGE DETAIL 1 1/2" = F-0" T.O.STEEL -IIP — 12'-2" \ STUD FRAMING -ESS SHEATHING IUOUS AIR BARRIER INSULATION (SITE METAL ... , ANEL SYSTEM ON ZEE FURRING REVISIONS CONFORMED SET 2 MARCH 22, 2019 PREFINISHED METAL 1 2/19/19 BID SUPPLEMENT 1 FASCIA OVER CONT. P.T. 2 2/21/19 BID SUPPLEMENT 2 WOOD BLOCKING EXTEND ROOF MEMBRANE UP UNDER TWO-PIECE METAL FLASHING AND TERMINATION BAR ROOF MEMBRANE FLASHING CUT-OFF EDGE SEALANT STATE PROJECT NO. 132-0088 N Phase 1 of 4 PVC ROOF WITH DECORATIVE BATTENS ROOF CONSTR. - R1 O CAST STONE COPING, O BEYOND TWO-PIECE METAL O FLASHING, BEYOND EXTEND ROOFING UP PARAPET, BEYOND PREFINISHED METAL FASCIA OVER CONT. P.T. WOOD BLOCKING � E..� BATT. INSULATION O PAPERLESS SHEATHING CONTINUOUS AIR BARRIER O 3" RIGID INSULATION O STEEL FRAMING, REFER I u 01 r1uuTI. D1VVUO . COMPOSITE METAL WALL PANEL SYSTEM ON ZEE MCI FURRING W BRICK VENEER BEYOND DIAGONAL BRACING AT 48"o.c. MAX. MEMBRANE FLASHING OVI P.T. WOOD BLOCKING WRAP COMPOSITE METAL PANEL AROUND SOFFIT SIGN BEYOND, REFER TO SIGNAGE DRAWING PREFINISHED METAL FASCIA OVER / CONT. P.T. WOOD BLOCKING ROOF MEMBRANE TO LAP OVER WOOD BLOCKING i MEMBRANE STRIP FLASHING + MEMBRANE FLASHING -I- STEEL FRAMING, REFER TO STRUCT. DWGS. METAL PANEL WALL ASSEMBLY, REFER TO WALL SECTIONS SOFFIT CONSTRUCTION ASSEMBLY, REFER TO WALL SECTIONS CANOPY ROOF CONSTRUCTION ASSEMBLY, REFER TO WALL SECTIONS -- - ROOF EDGE AT CANOPY 1 1/2" = F-0" �raurrrn� mum MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOF DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5*6 MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5 All M1' V1 V \JC"ICCM - 4' BRICK V CIVCCn - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MAX. - 3" RIGID INSUL. - CONT. FLUID -APPLIED AIR BARRIER - 5/8" GLASS MAT PAPERLESS SHEATF - 6" COLD FORMED METAL FRAMING A' 16"o.c. MAX. - 5/8" G W B )OF DECK _ SEAL JOINTS WITH CONT. SELF - ADHERED MEMBRANE FLASHING 5/8" GLASS MAT PAPERLESS SHEATHING INFILL WITH METAL STUDS AT 16"o.c. MAX. MASONRY TIES AT 16"o.c. MAX. IN EACH DIRECTION SEAL JOINT AT TOP OF CMU BACKUP WITH CONT. SELF - ADHERED MEMBRANE FLASHING MASONRY WALL CONSTR. - TYPE W - 4" BRICK VENEER - AIR SPACE - MASONRY ANCHORS AT 16"o.c. MA - 3" RIGID INSUL. (R-11.4 MIN.) - CONT. FLUID -APPLIED AIR BARRIEI - 8" CMU BACKUP WALL CAST STONE COPING DETAIL 3" = 1'-0" 10" / / I BACKER ROD AND — SEALANT 2 2 MEMBRANE FLASHING CAST STONE SILL -- CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. { PAN FLASHING WITH 6 6 END DAMS - - METAL EDGE FLASHING WITH FLUSH END SET IN SEALANT CONT. FLUID -APPLIED 1 AIR BARRIER CAST STONE SILL DETAIL 3" = F-0" "A ROOF CONSTR. I SLOPED JCT. - R3 JCTURAL FRAMING, REFER TO JCT. DWGS. :L CLIP ANGLES 3 BACKER ROD AND SEALANT SHIMS AS REQ'D. 1/4" SOLID SURFACE WINDOW STOOL MILLWORK CABINET AND BACKSPLASH TERMINATION BAR AND SEALANT FACE OF RECESSED VENEER 3/8" 1'-0 5/8" 3" fi MASONRY WALL CONSTR. - TYPE W1A ' ( I - 4" MONUMENTAL SIZE GROUND -FACE CMU VENEER . AIR SPACE MASONRY ANCHORS AT 16"o.c. MAX. I 3" RIGID INSUL. (R-11.4 MIN.) { CONT. FLUID -APPLIED AIR BARRIER I - 8" CMU BACKUP WALL I I - I I MORTAR DRAINAGE INSERT I 1 I I WEEPS AT 24"o.c. MAX. I co I. METAL FLASHING WITH FLUSH END SET IN MASTIC SEALANT I rilk FIRST FLOOR — — 0" _ _ I L - - .J T' I GROUT CAVITY SOLID BELOW FLASHINGco I { BRICK SHELF, TYP. I I ' l 51/2" 71/2" 3" BASE DETAIL at CMU BACK-UP 3" = 1'-011 EXTERIOR WALL CONSTR. FACE OF VENEER BEYOND CAST STONE COPING WITH ANCHOR CLIPS AT EACH JOINT STAINLESS STEEL THRU WALL FLASHING BACKER ROD AND SEALANT METAL EDGE FLASHING WITH FLUSH END SET IN SEALANT WEEP VENT CT 24"o.c. AX. CONT. FLUID -APPLIED AIR BARRIER PARAPET WALL CONSTR. - 5/8" COVERBOARD SHEATHING - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - BATT INSUL. - 5/8" GLASS MAT PAPERLESS SHEATHING MASONRY TIES AT 16"o.c. MAX. IN EACH DIRECTION jk B.O. ROOF DECK 14'-0" CAST STONE COPING DETAIL 3" = 1'-011 n BACKER ROD AND SEALANT MEMBRANE FLASHING CAST STONE SILL CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. PAN FLASHING WITH END DAMS METAL EDGE FLASHING WITH FLUSH END SET IN SEALANT CONT. FLUID -APPLIED AIR BARRIER CAST STONE SILL DETAIL TERMINATION BAR AND Sr-"' ^"'T FACE OF RECESSED MASONRY WALL CONSTR. WITH STUD BACKUP - TYPE W5A 4" MONUMENTAL SIZE 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 SHEATHINi - 6" COLD FORMED METAL FRAMING AT 16"o.c. MAX. - 5/8" G W B BASE, RE R TO FINISH SCHEDULE SEALANT CONT.1"RIGID INSUL. AT SLAB P;dRIMETER MORTAR DRAINAGE COMPRESSIBLE SILL; WEEPS AT 24"c METAL THRU WALL FL WITH FLUSH EDGE MASTIC S �FlRSTFLOOR COMPRESSIBLE FILLER GROUT CAVITY SOLID BELOW FLASHING BRICK SHELF, TYP. FLOOR TYPE - FS1: - 5" CONC. SLAB ON GRADE, SEE STRUCT. DWGS. - CONT. VAPOR BARRIER — 2" RIGID INSUL., 24"MIN. IN EACH DIRECTION 3" = F-0" MEMBRANE FLASHING LAP OVER AIR BARRIER AND ROOF MEMBRANE TWO-PIECE METAL FLASHING TERMINATION BAR AND SEALANT 12GA. GALV. METAL STUD TRACK EXTEND ROOF MEMBRANE UP PARAPET STRIP MEMBRANE FLASHING EPDM ROOF CONSTR. OVER SLOPED STRUCT. - R3 SHIMS AS REQ'D. SOLID SURFACE WINDOW STOOL BACKER ROD AND SEALANT CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. PROVIDE BATT INSUL. AROUND OPENING CONT. FLUID -APPLIED AIR BARRIER MEMBRANE FLASHING COMPOSITE METAL PANEL SYSTEM ON FURRING METAL THRU WALL FLASHING WITH DRIP EDGE SET IN SEALANT CAST STONE CAP DRIP EXTERIOR WALL 1 I CONSTR. SEAL JOINT AT TOP OF CMU BACKUP WITH CONT. SELF- r ADHERED MEMBRANE HING L I - WEEP VENT T 24"o.c. MA. BASE DETAIL at METAL STUD BACK-UP 3" = 1'-0" CAST STONE CAP DETAIL 3" = 1'-0" REFER TO FINISH )ULE 1" RIGID INSUL. AT SLAB ETER I TYPE - FS1: NC. SLAB ON GRADE, SEE ',T. DWGS. -. VAPOR BARRIER D INSUL., 24"MIN. H DIRECTION PRE -FINISHED BRAKE SHAPE TO MATCH FASCIA BACKER ROD AND CAULK CONT. AIR BARRIER ROOF EDGE DETAIL 3" = F-0" PRE -FIN SHAPE - FASCIA EXTERIOR WALL CONSTR. BACKER ROD AND BACKEF SEALANT CAULK -77 -1" CONT. A TUBE STEEL BEAM CONT. STEEL ANGLE AND CLIP ANGLES, REFER TO /X A/ X/ /X �7 STRUCT. DWGS. _ ,, y ROOF EDGE AT CANOPY 3" = F-0" „ LJ PREFINISHED METAL FASCIA OVER CONT. P.T. WOOD BLOCKING I WATER CUT-OFF MASTIC EPDM MEMBRANE ROOFING UP AND OVER P.T. BLOCKING MEMBRANE FLASHING TO ILAP ROOFING MEMBRANE ANa AIR BARRIER _-� MEMBRANE STRIP FLASHING 1A/ATrM ! 11T /lrr h1An-fln REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE SECTION DETAILS DATE 11 /02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5e7 oo O 0 N N 0 N i. N E z U n z n CAULK JOINT MORTAR JOINT, RAKE BACK AT EXPOSED SIDES STONE ANCHORS AT EACH JOINT THRU WALL FLASHING CAULK JOINT MEMBRANE FLASHING, EXTEND OVER TOP OF BACKUP TYPICAL COPING JOINT 311 = 11-011 CAST STONE COPING AT PILASTER CAST STONE CAP AT COR�ER co � 1 r.41 111 K ;IQINT P= THRU WALL FLASHING i WITH HEMMED DRIP EDGE TWO-PIECE METAL FLASHING I ROOFING MEMBRANE TO LAP MEMBRANE FLASHING CAST STONE COPING AT PILASTER CAST STONE CAP AT ORNER CAST STONE COPING AT CORNER NOTCH OUT CORNER AT l'1117TA IAI IA/AI 1 CIA i ITV II I/'111V VV /'1 LL VIP 0.1 TYPE B1 T / y / / I / o CAST STONE CAP AT PILASTER CO 20 0 A CT QrFnXTT� O(IUTNTP., A q� I'll? XTFV `, x0 JL /J -1 L t.tJ1 11-1tJ 1-11 %._>�Jltl'NLl\ CAST STONE COPING SFFF�FVS q, p CAST STONE CAP SFFp��SgNOFC FIrS. CAST STONE SILL CAST STONE SILL 00 r I I 1 1 I L- _- - _ - _ - - _ - - 1 /4" FACE OF VENEER ►+ CAST STONE COPING - TYPE A 1 1/2" = 11-011 5 5/8" FACE OF VENEER CAST STONE CAP -TYPE B 1 1/211 = 11-0" 5 5/8" FACE: OF VENEER ►+ CAST STONE SILL - TYPE C 1 1/2" = F-0t1 DRIP — f 4 5/8" FACE OF VENEER CAST STONE SILL - TYPE D 1 1/2" = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 0 no) O Q pC o z Ao � wzo O ��A z w w�� o w�� O H � w N a w :.� �QcoJNC N p ' ✓.'� MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE CAST STONE DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A5*8 I0 0 0 IC S`1 N r- 0 N E z U a_ z n SCHEDULES FOR OPENINGS DOOR FRAME FIRE HARDWARE -SEE SPECIFICATIONS * NEW WORK 11 RATING SEE: DETAIL'S ON DA'G. 3;� M7FL FLUOROPOLYIWR K X.J�� . L I UJ y FW- TR TRANSPARENT I IV {y a4 CL CL W w W o s a p PA PAINTED Z W j a U_ •1 9 � 7 N a i } N W Q j z .$ W w 0 AR ACOUSTICAL FJITED z 5 o E `) w M a < 2 s w a 0" LL� S x a 0 U 8 _ 1- SCD SOUND CONTROL DOOR - SEC.0834 3 i 00 w S 19 1 ' O W y F WQ a� o. a F W v� c� J Lj `� W ` �, m Z 11 SMOKE 1 pOSTNE PRESSURE ? z z aI-u m > > z a2 fx W W w FL n cc m F w o s R Y =$PaT O k~? U Qw = is a O O 2 g Q -I x a w LM LUNMNOUS MARKINGS 9 o v) a� a ¢ - a x r- x A a o a a u x rn 0 a �� w F_ OPENING ABBREVIATIONS NOTES 04 FIRST FLOOR PLAN - NORTH 101.1 AT • Y- V 3'- O' T• 0' 2" RHPJLHR ALUM D-6 FL ALUM F-30 A' Hi,i "I 55 • • • • • • 025 E1i2),AL,CLII,SW1 101.2 A1.1 • S. 0' 3'- 0` T- W 2" RHRiLHP, ALUM D-6 FL ALUM F-30 91 H1A JIA;J1B S5 • • O e • • 006 AOL,AC, PR.EV.MLR5,E1(2),AL,CLiLSW1 101.3 At ! 3'- O' 3'- U` T- O' 1314" RHRLHR ALUM D-6 FL ALUM F-20'A 9' Hit ill 611 # 0 • O # 027 AL, CL01. 8W1 L1,1 101.4 Al.I • T- 0' 3'- Cl' T- O' 1 314" F*MHR ALUM .. FL ALUM F-?-0A T Hit ill $11 • ! ! • • • 005 AOL, AC, PR.EV.MLR 2, Ei(2), AL, CLOT, SWl LP,1 101.5 A1.1 ! 3'- 0' 3'- n- '• r.' 2` RHR1,HR AI.tJPJ r., 6 FL ALUM F-203 9' HV, JIA+J'9 SS ! O • • • • 024 E10, AL, CLII, SWI i IF 101.6 At_i • 3- 0' 7'= 0' 131.4" Lt'R ALUM F'6 FL ALUM F-'4 6' H11A J11A Sit • • s ! • 0&7 A.C,EU.O6APL,EI,AL. CLOI,SWI 1L,3.1 AL1 • 8'- 0' e,• 4' 1 10 CT-D ALUM FL -- -- `r 1A" NI-1? OH COILING DOOR 1I 2 At.i i T 0' T- 4' 1 tre" OHD ALUM FL - -- 7 14' NH i OH COILING DOOR 1LI.'. 3 A1.1 • 31- 0' T- 0' I X4" RHR WD D-1 TR HM F-1 PA 7114" H16 J16 • • • • • 1 0 i CLa11, S111 103.4 A` ` O 3- 0' T- O' T- V 1314" RHR-ACT Wit D 1 TR Al F-1A, PA 9 719' H13B J136 S14 ! • • • 241 CLO6, OALR, SA13 103.5 At_1 0 3'- 0' S'- 0' V- 0' 1 314" RHR-ACT 'hC C-1 TR HN P-1A. PA 9 718 H138 J138 S14 • • O • 241 CL06.0 SW3 l(a6 A1.1 ! I:- 0' 3= T T- G' 1 RHWLHR ALUM Gti FL ALUM _` 1A H2 J2A • • ! • • • o05 AC, PR.EV.MLR 1, E11,2), AL, CL11, S'i+'1 104 AT-1 • 3'- W T- O' T- O' 1314" RHR-ACT Al C-3 'A HM F-IA PA 7518" -'13 J13 STw "I" c❑ • • • • a 24? D55,MH32,SWI n,i 1U6 TV 109 '�'^. 1 'J 11 11C,.2 1".' 1 11'-, 112 113 116 116 '1n,s Al "; A1.1 A,i ' A1,1 At 1 11,.1 AtA At_1 At_1 At,I At.i AI_i At.l •I O • • A • • • • • • • • IT_ 0I 3'- 0' s- 0' ?'- 0" "Jr M Q. v I. 0' 3'- 0' 3- G. 3. 0' S_ 0' S- 0" 3'- 0' ; - 4' S'- O' - T- IT T- O' - J' T- 0' ' - .- T- 0' T- 0' T- 0" T• U' T- O' T- O' T- O" �'- Ff 1314-1 1 T4" 13A' 1 71A" I .JI••1 2" 1 3141 2" 13W I T4" 1 314" 1 3A" 1 T4" LH LH GO RHR 1lAD ,.•511 RHR RHRAHF: LIAR LH LF1 LH LH RHR-AGT WD I IND - H.1 ,t.� 1— ALUM 'dC ALUh1 WD WD WD I= WD i:-1 D 1 - C-i � I , -. D-a _, C-i C'_5 L'-1 C-1 I TR TR PA 1. — FL TR FL TR TR f k TR TR I Hhi HM HMi HM AI1ILI mvIK ALUM ALUM ALUM HPd HM ALUM HM HM F-1A I F•1.A F-1 F-1A 11 4 , F-32A F-12 _- ?2C F•'2A F-2A F-15 F-1 F•1 PA PA PA PA cn 1_1 FP PA, PA FP PA PA 7518" 7518" 4 7W 0° I I,_. r „4 7' a 11z 7" 4Tir 4718" 4 11' 4718" 4T8" 1 H13 H13 H15 H6 ii1L ull 112A W2A H2A, His H15 H12 H15 H15 J13 I J13 J15 J8 fi'V11-.." JIAJ 11 JZA J12IJ12A J2A J15 J15 J`2.4 J15 .i1.i S1 S.', : S5 S5 S13 S5 I S13 c: 11 O ! # ! • ! O • &h ! f& ! I I • ® • • O ! • I I I ! ! 4i 9 • • 4 • • ! • • • ! I • • • • S • 4 ! • SO'I 404 NHR 04i 'J^M. . 031 A6 031 302 221. 224 225 21' I D54,SW1 CLC5 CAOR ",DHI Et,CL1",S4V1 aD1'1 nv) ,zimi I. . v v,11 AL, Et. CL13, SW1 AR11, CLOi,SW1 AL, Et, CLi3, SINT CLOi OALR,SW1 117 11`3 119 120 121 I Al 1 A1.1 A1.1 At 1 At,1 I • 1 0 • • • 2,- 0' 3' 0' T- O' 31- V 3'• O' I T- 0' " 0' T- O' T- Cr T• w 1314" 1T4" 1 T4" 139" 13W LH LH RH LH LH WD IND WD WD WD I D-1 C-1 C-1 D-1 D-1 TR I 1'R TR TR TR I HM HM 0. HM HM, F-2A F-1 F-1 F-1 F•1 I PA PA, PA PA PA 4718" 4715" 47S" 47'8" 47i8" 1 - g H15 H15 H15 H15 J15 J15 J15 J11i J15 1 `"'3 Si3 • • • • • O ! • ! • ® • 303 303 SE13 S02 223I 11 AR11 ALP 11 ART OL'3'L,SVVI 122 AT • S_ 0' T- 0' 13A" LH WD D-1 TR HP,.i F-1 PA 4718" HIS J15 S1= • • • ! 605 123 At -1 O 3'- 0' T- 0' 1 3W LH ND D-1 TR I IMi F-1 PA 4 VT H15 J15 S14 • • • • Gf 01-02, SWI 124.1 Ai.1 • 4'- O' T- O' 1314" RH WD D-1 TR HM F-1 PA 4719" H15 Jltl • • • • 219 -CL42,SW1 124.2 AtA 0 4'• 0' T • O" CO -- •- HM F•1 PA 4 71T' H15 J15 NH 4 CAORNDH1 125 AIA • 4'- 0+ T• O' 1314" LH WD D-1 TR HM F-1 PA 4 18" His J15 ! ! J.U1 DS4. SWt I25A A1.1 • T- 0" S- 0' T- W 1 314" RHR-ACT 'A 0 C-1 TR Ilht F-1 Pk 4716` H15 its O • 212 CLG1,OALR, SVM 126 At,1 • 4'- O` T- G" 1 3kt" RHR 4YC G-1 TR HM F-1 PA. ` 71°" H45 J15 • ! 6D2 C01. SWI 127 AI.1 O T_ 0' T- f)' 13N" RHR 1hr C-1 TR HM F-2 FA 7IA" H16 J16 . . . ..i • . . .! ! � . .. 2,27 . ARtt_DS2,S'A'111 I i28 AL1 • 3'- 0' E,' 1 J 4" LH 111YLt D-1 TR Hr,i F-'2A PA 71 4" H16 J16 • O # • 203. 129 AI.1 O Y_ 0' J' 111 P.ii 'A10 D-1 TR Hh1 F-2A PA 7 1)IT E16 J16 S12 • • 2112 1,`11 i At 1 • 3'- D' T- O' 2" L' R ALUM C-5 FL ALUM -'1A 61 H13E 1301J13E S5 • ! • ! i • 023 Et(2),AL, CL21,SW1 13T 2 AT 1 • S_ [I' T- 0' 1 XT' L R ALUM D-3 FL ALUM F-11 4112" H13E JF3= 511 • • • • O • 009 AC, PR.ER.MLR 2, El, AL, CL41, SWi 1321 A1.1 O 3% O" 3% O` ,--- 0' 13,41 RHR.'LHR WD D3 TR HM F-6 PA 75W Ht3E 1l3D,'Ji3,E • • O • • 10n CLOT, SVPI 132-2 At-1 • T- O' T- 13' T - G' 1 :3;4" RHRILHR WD D-3 TR HM F-6 PA. 75Z' H13E Ji'3= ! ! # • • 1 107 '31-01, CLO6, I') SV,'11SW3 (LHR) 132.5 Ai 1 0 V_ 0" T- G' 2' LHR ALUM C 5 FL ALUM = 'IA 6' 115A J5A 35 • • • • ! • r102 AC. PR.ER_MLR 2, Et. AL, C01, SWI 133 AT 1 • Y_ 0' T- O' 114" LH WD C-3 TR HMF-1A PA 6" M13A J13A • a I I S02 FIRST FLOOR !". AAf.Tl. FiR� 1 JP-LiJ[Jlf YLAN - suu r n 1323 AT -2 • 3'• 0' 3= 0' ?'- G' 1314" RHR4HR 4VD D-3 TR HM F-lA PA 7518" H13 J13 • O • O • 104 CLGI.S'W3 132-4 At .2 O 3'- Ir 1 2" LHR ALUM -5 FL SLUM =-` to 6' 115A J5A 35 O • • 1 1 • ! 02 AL, Et, NDEH, CL11, S-011 1341 AT,2 O T- O' 5'- 0' T- f,' 1314" RHR-ACT 'PiD Ca TP, Hrd F-1 A P",. 7 518" H13 J13 S12 • • • • 60 CUJ6, OALR, SW3 134.2 AI.2 • 3'- 0' 3- 13' E,' 139" RHR-ACT WB �-1 TR HM F-1,", PA 7518" H13 J13 112 • • O • 8011 CLO6,OALR, SW3 134A AT -2 • S-0" '-u' 1-114" LHR ,,'a D-f TR IIMt F-1A PA. 6' H13A J'IA S 1 2 • • I• • 412 1-06-SW3 135 Al2 • S_ 0' '- 7' 1 3A*' RHR 'DJD C-3 TR Hhi F-115. F.S. 6 H13A J"3.S O • • • • 101 CLOT, SWI 126 AT • 3'- V 3: O' T- 0' 1314" RHR-ACT WD F.-1 TR Hid F-1A, PA 6' H13A J`•3A a f' • • 802 CLI6,.OALR, Sw1 '•37 IV e O T- O' T- 0' 1314" I-HR WD 1; -3 TR HM F-1A, I Ph 7518" Ht3 J13 • • • • • IV, 11 CL41.SW1 139 Al2 O Y_ 0' T- O' 1314" LHR IND D-1 TR Al F2 PA 4 VT H-15 its • 0 22l AR11 DS2, S0,11 11" 1 A 2 • 3'- D' - ,',' 1 3'4" LHR 'ND D-1 TR HM F-1 PA 6 118" H15A J15A S14 • • 503 DS1 S61 14J 2 Al P • T- 0' - O' 1 X4" RH ; ,A'I_, D 1 TR HM F-1 PA 6 I15' -2`A ,1'EA+ ._, • • 503 D51, SVO 41 , • ?- C,' 0' 1'3;4" R,4:R 11101 C`-1 TR HM F-2 P, 4718" His J15 O • 227 AR11_DS2,SW1 142 AT 2 • 31. 0' 1'• 0' co - - Fite, F-1 P.S. 4 718" H15 315 S14 IN-,CAOR NDH1 144 A1_2 • 3'- 0" T- {,' 1 3,14" P i WD C-1 TR IIM I'-1 1-'.S. 4 Tr H15 J15 • O • • 4LG 145 AT O T_ D' T• O' 1314" 1H WD D-1 TR Hrt F-1 PA 47W H15 J15 Sit I • 1 O 1 • • • 1 -21 146 A1.2 O 3'• 0' T- O' 1314" LH WD D-1 TR HM F-1 PA 4718" H15 J15 • • • • O 1112 Ar, EU064PL,E1 147 Al2 • 3'- 0' T- O' 114' LH WD D-3 TR HGJ F-1A RAI 7 TV' H13 J13 S13 O • 31,3 AR11 148 Al-2 O S_ 0' T- 0' 1IA' RH WD D-3 1R 111111 F-1A PA 70, H13 J13 S13 • • • • 1 2LA I 11AR06 149 At 2 • ?'- 0' T. V 1 314" 1 RH WD 0-3 TR HM F-1A, PA 7 518" H13 313 • to I I • • 4113 150 A' 2 • T_ 17 T- 0' 1 314" I R IND D-3 TR HPd F-lA PA 7518" H13C J13C 513 S+" 5° • O I I is ® 235 AR10, CLOi,SW1 FIRST FLUOR PLAN- NORTH 22A-1 ALI O S- 0' T- O' T- O' 2" RHRILHR ALUM D-5 FL ALUM F 34 T H3 J1 85 • • • • • • 026 El (2), AL, CL21, SWI 221 2 AT 1 • T_ 0' 3'- 0' T- iT 1$'4" RHR1LHR ALUM D3 FL ALUM F-2, > 11e' '_12 X2A Si l • • • • • • 014 AC. PR.tiR P,1LR 1, Ei, AL, CL01- SV1: 236 Al, 1 • 3'- O' T- 0' 1314" LH IND D-1 TR HM F-2 PA 471°" f415 J15 • • 228 AR11, DS4,S'A11 237 Ai 1 O T_ V T- ,' 1314" RHR WD D-1 TR HM F-2 PA 4718" His J15 • ! 232 AR11 237 A. AL1 • 3'- 01 T- D' 1 314" I LH 1atC C-1 TR HM F-1 PA 8112" H16A J16A Si4 • • 601 133 A,` ^ O 2- r' T_ f,' 1314" UiR 1AD D-1 TR HM F-2 I PA 471Q" 1 H15 J15 • • 232 AR11 238A Al 1 • 21- 0' T- 0' 114" RH 'ND C-1 TR HM F•1 PA S 112" H16A XeA Si4 • • 60' 239 A1.1 • 3'• G' T. 0' 1 3A" LHR IND D 1 TR HM F•2 13.1I. 4 718" H15 J 1 b 513 • • • • 222 1 CLOT, SWI 239A ATA • 3, - f,' T- 0' 1 314" RHR 4YD C'-1 TR 11M F-1 PA 4 TV' H15 J15 • • 1 11 I 201 DS2, SW1 240 ALI 0 S_ 0' T- O' 1 314" RH WD D-1 TR I HM P-2A PA 6118" H15A J15A I• • 22'. ARti 241 AIA • 31. 0' T- O' 1 314" LH WD C-3 TR HPd F•1 I PA 6 V8" H15A Jlra • • 3113 AR11 242 Al 1 • T- 0 T- O' 1314" RH WD D-3 TR HM 17-1 PA. 6118" M15A AsA • • 303 AR11 243 At • 311- 0' T- Cl' 1 314" LH ,to D-3 TR IIM F-1 PA 61W H15A J15A • • 303 ARII 244 Al-i • T_ 0' T- V 1 T4" RH WD C'-3 TR HM F-1 PA 61V H15A JiSA I • I I • I 11 1 303 ARt1 24:3 AT 1 • ?'- O' '- 0' 1IM" LH IND F; -1 TR HM F-2 P.S. 4VF H15 J15 1 O • 2.25 ARI1, DS4,SW1 246 At ? • 1 a% 0' T- fr 1 314" RH WD C-1 TR HM F-2 PA 4 VT Ht 5 J15 • O 228 AR11, DS4, SW1 247 ATA *I 2,. U' ?'- 0' 1 314" RHR WD D-1 TRNM? F-2 PA 4 `t'1 " H15 J15 • • • • e 4 AR11. CLO`., 54111 247A At-1 • 21- D' '- 1' 1 JW LH WD D-I TR HM F-1 PA 311e' �16A J16A -1, I • • 611'i ZW8 All 1 O ?'- D, „- 0' 1 314" 1,--'R hVD D•1 TR HM F-2 PA 471F H15 J 1 5 • I • is • 233 1 AR11, DS2, S'A'1 249 At 1 • 'I. 0' . 0' i 314" RH b'JP D-1 TR HM F-2A P,+. 4 71W H15 J15 • • 302 25D 1 At-1 • T1 0' T- 0' 13A' LH WD D-1 TR HM F-1 PA 472" H15 As • • w t4 403 2E,�' 2 A1.1 • 3'- 0" '- 'J' 1314" RHR WD, D-1 TR HM f-1 PA 61211 +H5A JISA ! • 2U". DS2. SVr; 751 ATA O ?'- 0' T- b' 1314" RHR 1,V0 C-1 TR Hrd F-2 PA 4718" H15 J15 • • 27 ARtIDS' ,S'A'1 251A Al 1, O T_ 0' T- 0' 1:314" LH IhD D-1 TR HM I F-1 PA 8112" H16A J16A S1� 11 I • • 6V, 11 252 Al ' • - - 0' T• 0' 1 3A!' L=R ',Ill, `;-1 TR Fir,i F-2' PA 4 7W H15 J15 • • 227 4R.11_DS2, S1101 152A, At " ! 3'• 0` T- 0' 1 314" RH 'AC L-1 TR HPd F-1 F'.4 8112" H16A J16A O • 50" 253 A1.1 O 21- 0" T- 0' 1 314" LHR ',LID D-1 TR AT F-1 PA 4 Ta" H15 J15 S12 • • • • • 011 AC, EU.06.4PL, Et.:, i 254 At 1 • 31- 0" T- O' 1 314" RHR 14,40 ^ TR HM F-1 P,S. 4 718" Hf5 Jl i Ste O • • • 4114 CLO1. S I 255 AtI • 3'• 4' 3'- 4` T- 0' 1314" LHRURR WD C'-3 TR HM F•IA P.S. 751•a" H14 J14 " 8P • • # • • • ! 102 'CL21,h1H12, PPH LM 256 A1.1 • 31- it C, 1 314" LH WD C-1 1'k; HM F-1 PA 4 719" M15 J15 C1-1 O ! • • Ob 257 Al " O 3'- 8" - Y 1 314" RH IND C-1 TR HM F-1 PA . 718' =:41 J15 S12 O • • • 40? 25ff 1 r.T ' • 3'- 0' a' 4' T fA' ?^ R�M;'I-HP, ,0.t,UP.i ^ ' Ft. ALUM = -",;,a 5' H4A. 14A, ,55 O • • • • O 005 AG PR EV,MLR 1, El (2), AL, CLI1, Sw1 2582 4t 1 • 3'- O' T- O' T • U' 1314" P, =.'LHR ,4LLR4 C+ FL ALUM --';:A, 4 112' 12 J 12 Si 1 0 • • OS3 11 AIL, E1,;2), CLD", Sw'1 UA 259A At A • 3'- O' � - O' '- I,' 1 314" RFI ACT ,UD D-1 TR' HPd F-1A PA 7 5'El' I-i I 3 C � i ,U S1' • • • • 242 CL05, OAL. SV,'3 259-2 A1.1 • 8'- O' 9'- 4' 1 Ir2" OHD • iJH'_q OVERHEAD DOOR 260 At ' O T- 0 z, -A' T- F7 1 314" RH-ACT Hill D-1 �'A HPd F-lA PA. 7 _,.'°" '.:, 11,1 • • • • 412 CL45 261 • ?'- O' - O' 1314" RH HM D-3 PA Hid F-lA F,",, i ITY - - J13 S12 O • 302 2621 A, 1 • 'S. 0' 1'- G' 1314" RHR HM D-1 0A HM F-IA PA 751p" -`3 J13 45 SP O • • 405 SW3 262-2 At -1 • L;- I:II 9- 4" 1 IT OHD • N L2 OVERHEAD DOOR 253.1 At 1 • 3' O' T- 0" 1314` liiR HPd G-1 PA, HPII F-IA P.4. 7 P" -13 J13 O • • • i :22 2612 At.t O S. W 31.01 V 0 13i4" RHR-ACT HM C' 1 PO HPd F-V, PP,,. 6` HS J5 SS a • • • • • • 042 E1(2), OALR, CL13, Sw'1 f,dr.,krr.1r T*7.-J1r,r.'Ai.'t,111,71111 1 201.1 At-2 • 3'- 0" 3= 0' T- O' 2' RHR'LHR ALUM 0-6 FL ALUM F-13A I T H4 J11 85 • • • • O • 003 AC, PR.E'V.MLR5, E1f2s, AL, CL1t, SW1 201.2 Ai,2 • T_ 0" T- O' 2" LHR ALUM D-6 FL ALUM ;:-,a 6" H4 A S5 • • 1 • • • • 022 E1, Al- CL11, SW1 2015, A1.2 O Y- O' -;'- O' T- O' 1 T4" RHR'LHR ALUM D-5 FL ,ALUM 7-13 6" H12 J12 511 • O • OSE, A1„ E1(2), CLOI,SW1 UA 2D1.4 Al-2 • S_ rf T- 0' 1 314" LHR ALUM D•5 FL ALUM 13 6- H12 J12 Sit • • • 035 AL, E1, CLO1, &I'll LMt 2021 Ail O 3'- 4' Y- , T- 0' 1 314" RHRiRHR 41J0 D3 TR HM F-lA PA. 9 Va" H14 ill" I : EP • • • • • • • 1L13 CL21. MHI2. PFH LPA 202 2 At 2 • T- 4' „'- 4' T- 0' 1 314" RHP)LHR ',VC D-3 TR HM F-1 PA VT H15A ;-.`:A s- I • • • O • • • 105 CL21, MH12, PPH LM 203 At 2 • a- 0' 3- 0' T- 0' 1314" RHRILHR 'AC D-3 TR HM F-1 PA 4TK H15 J15 • I • • • I • 100 CLO1,SWt 204 Aft • 3'•0' T• 0' 1314" RHR I,1D C•1 TR HMi F-1 PA 8I17' ^t6A J16A S14 O • 5113 DS1,SW1 205.1 At-2 • S- 0' 3'- O' T- 0' 1314" RHR-ACT WD D-1 TR HMi F-1 PA 8 112" H16A J16A 0 • 411, DS2, OALR, SW1 205:2 Al2 • T- 0" `•,= n' T- 5' 13A" RHR-ACT 'PID D-1 I TR HM F-1 P.M, S 112 I H16A J16A • ! 41" L52.OALR, SWI 206 Al 2 • 31. U. T- 0' 1 314" LHR 1,10 0-1 TR HM F•2 PIA 4 7W H15 J15 • ® 227 AR11_DS2, SW1 21 7 • S- O' 3'- O' T- 0' 2" RHRJLHR ALUM D-5 P_ "LUM F-12A 6" H4A. J 111, S5 ! • • • 11 • • 004 AC, PR.EV.MLR 2, E1(2), AL, CL11, 6411 01 208 Al2 • 4'- 0' C,' 1314" RH P7D D-1 I Ilyd F-1 PA 6118" His J15 Si4 O • • • 6Ck1 CL02,SWI 209 AT-2 • � _ f,' "' f,' 1314" LH 'd,C C-1 TR HM F-1 PS. 6118" HIS J15 S14 O O • • 60^�1 CL02,SWI 21- I At 7, O 2,_ fi' T- 0' 1 314" RHR 4VC C-1 TR HM F-2 PA 4718" H15 J15 O • 227 ARtt_DS2,SW1 L A" ` O - ll' � - 6' 2" RHR ALUM , . FL ALUr.. -'tA 61 H5 J5 =: O O • • • 001 11 •.C,EU.06.4PL,El, AL, CLi1,SWI SCHEDULES FOR OPENINGS DOOR II FRAME FIRE HARDWARE -SEE SPECIFICATIONS * NEW WORK RATING o SEE DETAIL'S ON DWG. x d a TR TRANSPARENTR a. CL J w W h v _ o Z 5 w = a PA PAINTED W R J z a Z O? <�? W U pR ACOUSTICAL RATED Q J 2 LL � : W z O x .- N a W rn S c3 O CJ — J rL S 1- ryJ BCD SOUND CONTROL DOOR- SEC,083473 > � 9 a W � W m w y1 a a �t s�—t w z 4 � s v t7 -J w °5 x 4 � C 1 c5 z. O W -t W C7 s ? , w W E `a w 4 ? 66 m v 0 $p SMOKE POSTNE PRESSURE W� -J - y S Q - �` � V [a m O rr O i O U, W W -� Q Co ~ Y rJ .W O Ir-- U z= z2 a "I]: w w LM LUAt4NOUS MARKINGS W 4 W x y' O F- U 1- U , W yz i O O O � 4 W 2 Q � .J rn Q IL rn F- w m a=� � w m o ar ra a 4 Q- x H x a a a a u� U. z ) w rs 0. .9 w t- F OPENING ABBREMATIONS NOTES 210A Al2 • 3' O' T- , 1 314" RH WD D-1 TR HM F-1 FA. 8 1i2" H16A J16A Si • 0 5F,,2 21ti AI.2 • T- rF T- O' 1314" LHR IND D-1 TR HM F-2 F� 47W H15 J15 • • 22 ARtt_OS2.SW1 211.2 AI.2 • T_ 0' T• O' 2" RHR ALUM D•5 FL ALUM FAIA T H5 '15 S5 • • • • • 00, AC, EU,06.4PL, El, AL. CL11. S'Ni 211A Al2 • T_ 0" T- T 1314" LH WD D11 TR HM F-1 PA 8112" H16A j'.-A • ! 502 212 Al2 # 3'- 0" T- O 1 314" L1:R 'AD D t 1'R HM F-j Pam. 4 VT His J15 F• O ® 22;" AR11 _DS2, SW1 213 Ail • I ti'- f,' 7'- O" 1314' RHR WD D-1 TF' HM F-2 PiI. 4718" HIS 15 I • —+— -I 27 aR11_DS2,$"It 214.1 Al2 • 31-01 7'. T 1314" LHR 'AD D-i TR HM F•2 PA 4 TY HIS J15 O • 227 AR11_DS2, SWI 214.2 All • 3'- C,' T• 0' 2` LHR ALUM D 5 FL F*LWt,,' - "0 n° 115 JS s5 • • • ♦ • 00" AC, EU.06.4PL, f1, AL, CL11, SWi 214A Al2 • Y_ 0' T- O' 1 3W LH WD D-1 TP,, HM P-1 PA S 11t' :1CA J'I A a14 O • 5112 :'.15 AT • T- 0' T- O' 1 TV RHR 4DD C-1 TR HM F-2 PS. .71E" _4a5 J15 • • 22+ AR11_DS2,Sw1 216 Al2 • 3% O' T- T 1 314" RHR '+VP C'-1 TR, HM F-2 P."t 4 TV w 1: J15 • • 227 ART 1_OS2, SW1 17 Al2 O Y_ 01 T- 0 13M' LFR .J',ID C-1 TR I iM F--2 P.A 4 i'1a H15 J15 • • 227 AR11-DS2, S'A'1 218 Ail • 3'- 0' T- 0' 1314" LHR SIJC C-1 7R FI1,1 F-'2 Fa. 4718" H15 175 • • 227 AR11_DS2.SW7 219 Alt O 15%IT T- O' CO Hid F-1 PA 47W H15 J15 $14 NH?. CAOP,NDHI ;u;e Al L J'- U- J'- U. 1 Ji4" nH 00 U-1 I R ml F-1 1•A, 4'I18" MI5 J15 1 IV ++ • v 403 223 A1.2 • 31. 07 T- 0' 1314" LH WD D•1 TR HMt F•1 PA 4TY H15 J15 S14 • • • O 605 224 Al-2 • T- 0' T_ O' 134' RH 4YD D-1 TR HPd F-1 PA 4718" H15 J15 Si4 0 a a' 0 605 '125 Al2 • ?'- 0' T- 0' 1314" RHK: 'ND D 1 TR HM F-? PA 4718," H15 [15 • O r^.27 AR11 pS2,SW1 226 At.2 ! 3'• 0' T- 0" 1 314" RH? 44D D i TR HPd F-2 PA 4 TF H15 J15 •+ ® --H 227 AR11_DS2, SW1 11 227 A1.2 • 31, b' T- O' 13W L-R WD D-1 TR HM F•2 PA 4718" H15 J15 O 1 • 22, AR11_DS2,SW7 228 At 2 • ?:. 0' 0" 1 314" L" R 4VD D 1 - HPd F•2 PA 4 718" H15 J15 • • 227 AR11-DS2, SWI '29 Al2 • 2'- I ?'- 0' 1314" RH : WD D•1 7R. HM F-'d P.S. 471." H15 J15 • • 211 ART 1, DS2 Sw3 230 At2 • 3'-0' T-0 1314" L11R 4VD D1 TR Hrrl F-2 PA 4718" H45 J15 Sib • • __d 227 AR11_DS2,SW1 230A Al2 • 3'• 0' T. O" 1314" RH _ Ca TR Al F-1 P.,% 8112" H16A J16A • • # • 605 _V. Al2 • T_ W T- 0' 1 i'4" RHR sl.c D-1 TR HM F-2 PA 470 H15 J15 S14 • # 2.'_` AR11_DS2,SW1 231A A11.21 • 1 T- 0' T-0" 1314" LH WD D-1 TR HM F-1 P-4. 6118" H15A J15A O • 6G" 2+�' 1 Al ^ • ?'- 0' 5'- Q` T- 0' 2" RHR'LHR RLUh1 D 5 FL ALUM F-10A 6' H4A AAWA a5 • • • • • • OC!3 A'C. PR.EV.h1LR 5, E1(2), AL, CL1 L SW1 1233.2 1 Al2 I 1 01 3'- 0' 13'- O' I T- O' 11 T4" 1 RHR1HR I ALUM I D-5 i FL II ALUM I F-10A I 1417 I H12 1 ,112 I L,s I 11 I 11 I I• I I• I I I I• 11 I n',[• 11 II AL, Et(2), CLOT, SWI I I Ill FIRST FLOOR PLAN .SOUTH -ALT 207 AL7 A1.6 • 3' 0' 3- 0' T- D" 2' RHRJLHR ALUM 0-5 FL ,1l Uhi I F-12A I 6` 1 H4 I J6r S5 1 1 1 • • • I I • I I I • 11 ! 1 001 11 11 riC, PR.EV.MLR 2, tit(2), AL, CL1 f, SW7 IF 0 FIRST FLOOR PLAN -SOUTH - ALT I II I - III III III -I_ 111111 I _ _.2 III III _. 11_ III III III II1- II1 III III 1I 1 I 111117 ,1 — AD"1-- -.1 l ILA202 At.b • _ T- 0" 1 3'4" RHR WU D 1 H15 J17 "ems - iY_IM 1, fV111 VJL. 9Y1'I it a203 A1.6 # a% U' III T• (r 1 314' LHR II WD D-1 TR 11M.i F-2 PS. 4 7P•8" H15 J 1 • • ff_1 �KT#I,ARlI_DSZSWI SCHEDULE GENERAL NOTES 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 fGENERAL CONTRACTOR /HARDWARE SUPPLER: fir a all hardware has been installed and adjustedproperly; Shall coordinate an inspection, with all manufacturer's representatives to confirm that h J 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 If 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 DO and Installed by Electrical Contractor. ACCESS CONTROL READERS: 1, "READERS" by Access Control / Security Contractor. OPENING NOTES - GENERAL DOOR NOTES: "A" r h v Panic Hardware. A All Doors Exiting 50 o More Persons shall have a c "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. "D" Where (*) occurs In the "DEGREE OF SWING REQUIREMENTS" column, refer to the "OPENING NOTES" column for swing requirements at each leaf. "E" Where (*) occurs in the "HEAD", "JAMB", or "SILL" detail column, refer to the "OPENING NOTES" column for "DETAILS" . IT" Provide UL Rated KICK / ARMOR PLATES where detailed on UL Rated Openings. "G" Refer to Mechanical Series Drawing for all "Door Undercuts" AC ACCESS CONTROLLED OPENINGS: Opening hardware will include some form of mechanical or electrical access control. "AC" by "READER" "AC f AC' by "READER / READER" "AC" f KP" by "READER / KEYPAD" AL "ALUMINUM DOOR HARDWARE" "EXTERIOR" - Minimum of 2" Thick Doors, coordinate with manufacture. "INTERIOR- - 1-3/4" Thlick Doors All door hardware with the exception of "Perimeter Weatherstripping and Meeting Styles" shall be Supplied by "SECTION 08 71 00" . (NO EXCEPTIONS). ALL DOOR HARDWARE MUST BE FIELD installer BY TRAINED DOOR HARDWARE installers. (NO EXCEPTIONS). Aluminum Door Hardware shall not be furnished to the Aluminum Door Manufacturer for installation by Door Manufacturer. Weatherstripping, Door Bottoms, and Meeting Styles shall be Supplied and installer by the Aluminum Door Supplied. Aluminum Door Supplied must verify with Section 08 71 00 for compatibility with the Aluminum Door & Frame profiles. Changes required to Complete the Installation will be Completed at no additional charge to the Owner. Aluminum Door Manufacturer must provide sufficient Reinforcing for all door hardware, and not limited to; Hinges, Locks, Exit Devices, Closers, and Door Pulls. 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. Where "ELECTRICAL Terminations" are required, Manufacturers' Representative will be present during electrical terminations. Manufacturers' Representative will Instruct Installer's or will make any final adjustments required to Complete the smooth operation of the Door(s) Hardware. AOR "AO" AUTO OPERATOR LEA O Stan ofogy orce A o ' g Op t dace o , clea a ed firth . ide Mi ssor, Logic, Electro Mechani I Power Open /Spring Go Drive- Provi (2) Push Pla Activation, 0 Volt Wirin and Cut Off witch. InstallA6on and Term ations of all controls is by STAN Basis of design Stanley Access Technologies, refer to Specification Section 08 71 13 - 2.1 A for comprable, roduct manufacturer list. AR06 FULL MORTISE APPLICA TO DO OM an METER See Door Type: Opening to receive "SOUND SEALS"(Section 08 71 00). Provide PEMKO P06411AE, Full Mortise application Auto Door Bottom ( or Equal) and 2005_T (or Equal) Threshold. Door undercut must be 5/16" (verify Clearances in Field). ARID PERIMETER SOUND SEALS and STEPPED THRESHOLD See Door Type: Opening to receive "SOUND SEALS"(Section OB 71 00). Provide Sound Seals and 2005_PK Threshold. Door undercut must be 5/16" (verify Clearances in Field). AR11 "SOUND GASKETS" Furnish and Install Sound Gasketing as specified In Hardware Sets CAOP Cased Opening, Delete Door Stops from Frame. No Door Hardware Required CL01 Provide Parallel Arm Closer with Integral Heavy Duty Stop Arm. CLO2 Provide Parallel Arm Closer with Integral Heavy Duty Stop Arm, (Install 'PUSH SIDE" of Door). CLOS Provide Regular Arm Closer with Friction Hold Open Arm. de Parallel Provide Pa llel Arm Closer with Friction Hold O CL06 ro pen Arm. CL11 Provide Parallel Arm Closer with Integral Heavy Duty Integral Cush Stop Arm. CL13 Provide Parallel Arm Closer with Integral Heavy Duty Integral Cush Stop and Hold Open Arm. CL21 Provide Track Arm Closer (Pull Side Install) DS1 Provide Overhead Positive Stop, install "PUSH SIDE". DS2 Provide Overhead Positive Stop and Hold Open, install "PUSH SIDE". DS4 Provide Overhead Positive Stop and Hold Open, install "PULL SIDE". EU.06.4PL "EU06.41P MORTISE LOCK "ELECTRICALLY CONTROLLED TRIM" - "FAIL SECURE operation' "CARD Reader" installer on the PULL Side of the Opening. 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}. Latchbolt by Grip out side only when lock is energized. Outside Grip locked when lock is not energized. Latchbolt by key outside when lock is not energized. i Auxiliary Latch deadlocks Latchbo t Inside Grip always FREE. 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 EMDR installed by Electrical Contractor under the direction of the Door Hardware Supplier. POWER SUPPLY: "110/120 VAC - 0.020 amp Power furnished by Electrical Division MH32 "MH32" (2 Ea.) Hold Open Door Closers, Electromagnetically Controlled, Door Release shall release doors upon receiving signal from "FIRE ALARM SYSTEM" or "LOCKDOWN ALARM". EMDR to be furnished by Section 08 71 00 EMDR installed by Electrical Contractor under the direction of the Door Hardware Supplier. Required POWER SUPPLY: "110/120 VAC" , Power furnished by Electrical Division NDEH No Exterior Hardware "EXIT ONLY'" NDHi Door Hardware, Section 087100 is not required on this opening. OAL "OAL" OVERLAPPING ASTRAGAL Install on %H" Outside Inactive Leaf OALR "OALR" OVERLAPPING ASTRAGAL Install on "LHR" Inside Inactive Leaf PPH Hang Doors with Pivot Hinges. PR.ER.MLR 1 "PR,EV,MLR 1" "PULL x NIGHT LATCH FUNCTION" "RIGHT HAND REVERSE" Electric Motorized Latch Retraction Panic Release Hardware. Bait Monitor (Latch) Monitor, Touchbar Monitor Switch (Request to Exit Function),and Trim Monitor Switch Section 08 71 00 to provide ONE(1) each (10 RETW) Wire Power Transfer Hinge, and Power Supply (See Hardware Sets for PS Requirements), PR.ER.MLR 2 "PR.EV.MLR 2" "PULL x NIGHT LATCH FUNCTION" "LEFT HAND REVERSE" Electric Motorized Latch Retraction Panic Release Hardware. Section 08 71 00 to provide ONE(1) each (10 RETW) Wire Power Transfer Hinge, and Power Supply (See Hardware Sets for PS Requirements). PR.EV,MLR 1 "FIR,EV,MLR 1" Electric Motorized Latch Retraction ("RHR" 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), 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), PR.EV.MLR 5 "PR.EV.MLR 5" 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). SW1 "SWI" DEGREE SWING (90) - Template Hardware (Door Closers / Overhead Stops) Installation to Specified Degree of Swing (90), See Door Schedule. SW2 "SW2" DEGREE SWING (110 - 120) - Template Hardware (Door Closers / Overhead Stops) Installation to Specified Degree of Swing (110 - 120), See Door Schedule. SW3 "SW3" DEGREE SWING (180) - Door must be able to swing 180 degrees. Template Hardware installation for 180 Degree swing operation. (175 Degrees where limited by field conditions or hardware specified) REVISIONS CONFORMED SET MARCH 22, 2019 2 2/21/19 BID SUPPLEMENT 2 (,T ATI'- 1.1nn IE-/ AI/'1 �rrtl� rnvu��,l Ivv. 132-0088 N Phase 1 of 4 611 C� �W) 0%.,� nP C -` �2l 9 = Fliio O t 4 9 6-1 W*rT*' 5 wo O �,-* i V 1 ;4 4....11 04 C., C Z ;4inE—+ O n c PWO001 W 0* 04 W ```111tt11111117111r/j`. ,..,, G©Nice ',, , `� -- I c. ,, �'P ,,�� " "G2 N ;"•- j -7 0 i -�,- z' ", ' * ' #7020 , . ♦ �� v : 1, d '•rttrlial11"I M 0 S l I IP" I L " N NELS"N ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE DOOR SCHEDULE DATE 11 /02/2018 COPYRIGHT (c) Moser on Nelson Architects DWG. NO. GLAZING LEGEND PHOTOLUMINESCENT TAPE STRIP /_1oIeP� WALL BASE WITH INTEGRAL PHOTOLUMINES CENT STRIP EXIT SIGN, REFER TO ELECTRICAL DRAWINGS / r r r f — AT DOOR HANDLES, 4"x4" % Ml l/1T/11 I IKAInIrC1nrn1T rnv I vLulvnINCOUCIN I TAPE ON APPLIED TO DOOR ` PHOTOLUMINESCENT TAPE STRIP ON TOUCHPAD OF PANIC BAR _mrg EXIII PHOTOLUMINESCENT DOOR SIGN T'7T7-Tr1M 711111T% T T TA XTXTlIT TQ A X A Tl TTTXT1" 0 r,NIL I IJUU1SN, L. U 1VlIlV U U ►J 1V1JAA rS,IlV U3 G-1 CLEAR FLOAT GLASS NOTES: G-2 FULLY -TEMPERED CLEAR FLOAT GLASS 1. USE INSULATED GLAZING/PANELS AT ALL EXTERIOR DOORS, G-3 SECURITY GLAZING - LAMINATED CLEAR WINDOWS, CURTAIN WALLS, AND STOREFRONTS. G-4 SECURITY GLAZING - FULLY -TEMPERED CLEAR WITH 2. SECURITY GLAZING TO BE USED UP TO 7'-0" ABOVE FINISH FLOOR. APPLIED FILM 3. REFER TO SPECIFICATIONS FOR COMPLETE GLAZING DESCRIPTIONS. IG-1 INSULATED GLAZING - CLEAR IG-2 INSULATED FULLY -TEMPERED GLAZING - CLEAR IG-3 INSULATED SECURITY GLAZING - CLEAR IG-4 INSULATED GLAZING - FROSTED IG-5 INSULATED GLAZING - SPANDREL MP-1 INSULATED ALUMINUM SPANDREL PANEL MP-2 ALUMINUM SPANDREL PANEL FIN. FLOORImp — D-1 (WD, HM) D OOR T YPES I r ANIC / -2 N IARDWAR ` r M D-2 (NOT USED) GlL G�3 G-2 --co N G'-3 1 < 100 SQ.IN. AT RATED D-3 DOORS D-4 D-5 D-6 (WD, HM) (NOT USED) (WD, ALUM) (ALUM - SECURITY) (O.H. COILING DOOR THERMAL) NOTE: 1. ALL EXTERIOR DOORS TO RECEIVE ROOM/DOOR NO. IDENTIFICATION SIGNAGE. G. ALL 1NTER10R CORRIDOR DOORS TO RECEIVE ROOMM/DOOR NO. IDENTIFICATION SIGNAGE. (O.H. COILING DOOR NON -THERMAL) 1/2" = F-0" 1/4" = F-0" 4'-8" 2. 2" 2' 4'-8" 4'-8" 6'-0" 2" 2" 2" 2" " 2" 2' 2" 2' 2" 2 2". 2 FG2 G-2 In fif CVO I' -CV 'I I' -CV I I' CV I IL—J -CV 2" 2" G-4 G-2 G-2 G-2 G-2 _ N REFER TO REFER TO REFER TO REFER TO REFER TO REFER TO DOOR DOOR DOOR = N DOOR = N DOOR - N DOOR = N N - SCHED. SCHED. SCHED. SCHED. SCHED. SCHED. - G-4 r G-2 T G-2 G-2 r G-2 CV CV CV CV C'M FIN. FLOOR — — — — — — — — �* — — * — — — — 3t — — — — — (F 1) F-1A (F-2) F-2A (F 3) T-4) T-5) (HM) (HM) (HM - SECURITY) ON (HM) (HM) (HM) FRAME TYPES 1/4" = 1'-011 12 A6.6 jh FIN. FLOOR — — (ALUM. STOREFRONT NON -THERMAL) (2" x 4-1/2") JL FIN. FLOOR 'F-101 (ALUM. STOREFRONT NON -THERMAL) (2" x 4-1/2") FRAME TYPES 1/4" = F-0" jk FIN. FLOOR 10'-4" EQ�EQ IG-2 IG-2 G-2 G-2 r v u•c n Cn REFER TO REFER TO 0') DOOR DOOR J4 SCHED. 412 RCHED. A6.4 S5 A6.6 1 G-2 CV A6.4 F-10A f-11 (ALUM. CURTAIN WALL) j (ALUM. STOREFRONT (2 1/4" x ") NON -THERMAL) (2" x 4-1/2") I I c 10" � EQ EQ A6.6 t I ; G-2 -2 ' ; G-2 :G-2 REFER TO .2 REFER TO DOOR DOOR -A CHED. SCHED. A6 6 1 r -2 A6.6 N to — — 0 (ALUM. STOREFRONT NON -THERMAL) (2" x 4-1/2") FRAME TYPES 1/4" = 1'-0" i A6.6 8'-0" 1'4" i 3'43'-0" FRAME TYPE 1/411 = F-0" 10'-8" -13 (ALUM. CURTAIN WALL - SECURITY) 1 (2-1/4" x ") II IG� :FER TO DOOR ;CHED. S5 IG-2 Y -F-11 A Y " (ALUM. CURTAIN WALL) 12-1/4" x 6") 6'-0" IG-2' '�G-2 MU' li 0 ( (ALUM. STOREFRONT / NON -THERMAL) / (2" x 4-1/2") REFER TO DOOR SCHED. (ALUM. CURTAIN WALL - SECURITY) (2-1/4" x 6") u u REFER TO DOOR SCHED. F-6 (HM) I J =NCH MOUNTED _ECTRIC OPERATOR REFER TO v DOOR SCHED. 8'-0" 1101, EQ I EQ 1'-0" T 02 1 IG-2 IG-2 -2 REFER TO DOOR SCHED. F 12A (ALUM. CURTAIN WALL) 1 12-1/4" x 6") 18'-0" N CV q Cr nIc EQ EQ EQ EQ EQ A6.6 �� . / G-2 �/ G-2 //G-2 G-2 t/G-2 �G•2 REFER TO DOOR SCHED. �/ G-2 !G-2 G-2 ' % G-2 G-2 E2A16.6' A6.6 1 G-2 /j G-2 /G•2 i G-2 ' `/ G-2 N A6.6� i r , (ALUM. STOREFRONT NON -THERMAL) (2" x 4-1/2") i T-1015/16" A6.6 9'-101, 1 EQ EQ EQ A6.6 J7 G.2 �/ Gi-2 /AG-3 //G-2 A6.5 j J6 J6 A6.5 A6.5AT jo co IG-2 G-2 �G.3 6. IG-3 �, 5 6. SIG-2 n1 12 REFER TO N N 6.6 DOOR — — SCHED. 00 N N EQ EQ - I- co _ E - - ----- I' EQ N A6 �C G-2 a, N (ALUM. WINDOW) (ALUM. WINDOW (ALUM. WINDOW (ALUM. WINDOW (ALUM. WINDOW (ALUM. STOREFRONT WITH PROJECT IN WITH PROJECT IN) WITH PROJECT IN WITH PROJECT IN) NOWTHE.RMAL) SECURITY) - SECURITY) (2" x 4 1/2") S Nr 0 q Cr �/G_2 'f1 G-2 i //G-2 1 " G-2 ///G-2 A6.6 J (ALUM. STOREFRONT NON -THERMAL) (2" x 4-1/2") CV OP REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 �JNCANp'e-C�'.d�.: -cam p �1 � � K MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE DOOR AND FRAME TYPES DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A6.2 �uv. rwvr FRAME TYPES 1/4" = 1'-011 (2-1/4" x 7") 14'.7" 8" 1'-5 3/8" 11 �IG.2 A6.6 G•2 - N - MP-1 r P-1 r; //IG.2 M �G-2 //G.2 1 - �G-2 G-2 REFER TO REFER TO DOOR I DOOR G•3 SCHED. SCHED. J11 A6.6 CV G-3 @A�6 I L�rr�i - -� - r - . jjjj�S( (ALUM. CURTAIN WALL - SECURITY) A6' (2-1/4" x 7") H1 -30 A6.4 J1 AA 18'-10 7/16" EQ EQ EQ 1 EQ L10% H3 :5t A rn N O N 9'-4 3/8" 1' 6 3/8" H 1 V.I.F. A6.4 ri IG-2 / IG-2 IG-2 IyiCV P-1 MP-1 r P-1 i IIG-2 �S IG-2 I IG 2 CO IG-2 / IG-2 IG-2 REFER TO f o IG•3 DOOR IG-3 J1A SCHED. J1B A6.4 A6.4 IG-3 r cat IG-3 A6 4 ( N SIM. 30 S9 (ALUM. CURTAIN WALL - SECURI 6.5 (2-1/4" x 7") 8'-0" 1'-0" 3'-0" 3'-01, 1'_0" H2 A6.4 J2 A6.4 132 IG-2 ' IG-2 J2 A6.4 -2 -2/IG-2 ' /113-2 -2 -3 ��G-3 �/lG-3 -3 S2 A6.4 S64 N CV CP CV (ALUM. CURTAIN WALL - SECURITY) (2-1/4" x 7") 8'-0" 10 3/4" EQUAL EQUAL 10 3/4" -31 (ALUM. CURTAIN WALL - SECU (2-1/4" x 7") I13-2 /IG-2 /IG-2 IG- S1 IG-2 j IG-2 IG-2 / IG-2 IG-2 IG-2 IG-2 ; IG-2 IG-2 IG-2 J3 / SIM. A6.4 A6.4 EQ EQ EQ I EQ EQ L EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ NOW 46'-8" A6.4 CV °P -1 "' 6.4 / IG-2 G-2 G-2 G-2 -1 /IIG-2 / [G-2 m J1 IG-2 1 -2 S3 /jIG-2 IG-2 -1 REFER TO A6.4 A6.4 DOOR SCHED. S5 OP r CV FIN_FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - 03 -35 (ALUM. CURTAIN WALL) (ALUM. CURTAIN WALL) (2-1/4" x 7") (2-1/4" x 7") FRAME TYPES 1/4" = F-0" mlliei •., 01, M MA 2'-71/8" I 3'-0" I T-0" I I 3'-0" 18" I EQ EQ I EQ EQ FRAME TYPES 1/4" = F-0" -35 (ALUM. CURTAIN WALL) / IG-2 / IG.2 �G.2 �1'13-2 /1G•2 S1 G-2 //"IG-2 //G-2 IG-2 //IG-2 SIM. A6.4 EQ EQ EQ EQ EQ i EQ EQ EQ EQ EQ 55-0-0" -35 (ALUM. CURTAIN WALL) 10 3/4" 0 N -2 IG-2 /, IG-2 -2 J2A f S2 J2A 1 A6.4 A6.4 A6.4 CV N OP N N Q, - - - - - - (ALUM. CURTAIN WALL) (2-1 /4" x 7") H1 AY IG-2 IG-2 IG- S1 IG-2 IG•2 /SIG-2 I// SIM. A6.4 EQ EQ EQ EQ EQ T-61/4" now 19 -4 3 (ALUM. CURTAIN WALL) (2-1/4" x 7") (32 M. CURTAIN WALL) (2-1/4" x 7") 0 bo G . IG 4 LLJ IG-4 S4.• IG-4 c� 1177 w 3'-0" 3'-0" ' 0" 6 (ALUM. CURTAIN WALL) 1 (2-1/4" x ") 10 3/4" 10 3/4" �] F' 8'-0" 10 3/4" 6. A6.4 -5 a, IG- IG-2 -2 SIM - REFER TO DOOR / /IG-2 -2 SCHED. % J2A I A6.4 S5 /G-2 -2 N A6.4 -A - - -32 S9 (ALUM. CURTAIN WALL) A6,5 (2-1/4" x 7") H3 0 14'-0" 2'-9" 2'-10" 2'-10" 2'-10" I/t 7m N N 0 WIN No - Cm L (ALUM. CURTAIN WALL WITH PROJECT IN) (2-1/4" x 7") a? c T CV CV 00 CV H3 A6.4 2'-8" L8% 2'-4" L 2'4' L8% 2'-8" 11 wt90 Fop. 12 0 ®1 LE • �. i -33 (ALUM. CURTAIN WALL WITH PROJECT IN) (2-1/4" x 7") REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 iviu SER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE FRAME TYPES DATE 11 /02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A6*3 09 BRICK VENEER _A REVISIONS ROOF ASSEMBLY - I SEALANT CONFORMED SET CONT. FLUID -APPLIED 5/8" GLASS MAT CONT. FLUID -APPLIED I CONT. FLUID -APPLIED 3/8 a_ MARCH 22 2019 AIR BARRIER -- - _ I EXTEND ROOF PAPERLESS AIR BARRIER AIR BARRIER CONSTR. WALL ' EXTERIOR WALL MEMBRANE OVER SHEATHING, EXTEND EXTERIOR WALL SEALANT I SEALANT MORTAR DRAINAGE CONSTR. i CONSTR. WOOD BLOCKING AND TIGHT TO ROOF DECK —I INCFRT It ,,., ,.,,ram r� ,,.,� ��.�„ ,.....�..,.,--� / COMPOSITE METAL . LHr UV I:h t-LHJhuvu \y UUMrUbi I t Mt I AL , EXTERIOR WALL _�- I 1 2/19/19 BID SUPPLEMENT 1 PROVIDE BATT INSUL. PANEL SYSTEM ON PROVIDE BATT INSUL. PANEL SYSTEM ON THRU WALL FLASHING CONT. FLUID -APPLIED % AROUND OPENING FURRING - -r AROUND OPENING PREFINISHED METAL FURRING I CONSTR. AIR BARRIER -. FASCIA WITH CLEAT �ti w 8 BRICK SOLDIER CONT. P.T. WOOD CONT. P.T. WOOD PROVIDE BATT INSUL. COURSE 2 2 PROVIDE BATT INSUL. CONT. P.T. WOOD 2 2 CONT. P.T. WOOD 2 2 BLOCKING AT 2 2 AROUND OPENING _ AROUND OPENING BLOCKING CONT. P.T. WOOD i GALV. STEEL LINTEL BLOCKING AT OPENINGS TYP. _ i BLOCKING AT BLOCKING AT CONT. P.T. WOOD r -� CONT. P.T. WOOD OPENINGS, TYP. CONT. P.T. WOOD OPENINGS, TYP. I RETURN GWB AT 2 8 ' ; OPENINGS, TYP. CONT. P.T. WOOD BLOCKING AT BLOCKING AT MEMBRANE FLASHING OPENINGS, TYP. 4 4 OPENINGS, TYP. BLOCKING AT BLOCKING AT nr\k An�nlTr Aer-rAl nnnlrl RACRAQOARJC CI AQUIKIr- . . OPENINGS, TYP. -�AE�ARPA�IF FI ACI-II�IG A A ,.,, VVIVIr VO I C IVIC I HL rruVCL 4 4 \ I UPENINGS, I YP. 1VIL-I°ILI'^I''L- ' '-^""""`•' `� `� BACKER ROD AND ' t _ 1 t ' UPEIVIIVIaJ, I YP. SYSTEM ON FURRING � WEEPS AT 24"o.c. MAX. - � RETURN GWB AT RETURN GWB AT METAL FLASHING WITH SEALANT METAL FLASHING WITH RETURN GWB AT Z2 10 BACKER ROD AND 2 10 OPENINGS, TYP. DRIP EDGE 2 10 SHIMS AS REQ'D. DRIP EDGE 2 �101 OPENINGS, TYP. METAL FLASHING WITH OPENINGS, TYP. SEALANT CORNER BEAD CORN R BEAD ALUM. CURTAIN WALL ❑ CORNER BEAD DRIP EDGE —� CORNER BEAD MEMBRANE FLASHING SYSTEM MEMBRANE FLASHING D / BACKER ROD AND BACKER ROD AND BACKER ROD AND BACKER ROD AND � BACKER ROD AND �`BACKER ROD AND SEALANT BRAKE METAL TRIM, SEALANT SEALANT 9 P SEALANT SEALANT SEALANT BACKER ROD AND COLOR/FINISH TO MATCH ❑ SHIMS AS REQ'D. ❑ SHIMS AS REQ'D. ❑ I IMS A SEALANT ❑ SHIMS AS REQ'D. METAL WALL PANEL �� // CONT. STEEL ANGLE - \� /// WI SHAD Al UM. CURTAIN WALL WINDOW SHADE, AND CLIP ANGLES ALUM. CURTAIN WALL BACKER ROD AND SYSTEM REFER TO R.C. PLANS I SYSTEM FER . . PLAN SEALANT 9 5!8" � 9 5/8" � 11 1/8" 11 5/8" �, 9 5/8" 3 E- ALUM. CURTAIN WALL ^ T ALUM. CURTAIN WALL STATE PROJECT NO. HI HEAD DETAIL H2 HEAD DETAIL SYSTEM H3 HEAD DETAIL H4 HEAD DETAIL ' HS HEAD DETAIL SYSTEM . 1 132-0088 N A6.4 311 = 1141 A6.4 311 = 11-011 A6.4 311 = 1'-011 A6.4 311 = 1'-0" A6.4 311 _ 11-011 Phase 1 of 4 I— EXTERIOR WALL CONSTR. 5/8"GLASS MAT BRICK VENEER �r PAPERLESS SHEATHING SEALANT 3!8„ — CONT. FLUID -APPLIED ON COLD FORMED METAL CONT. FLUID -APPLIED ^` AIR BARRIER "- -_ EXTERIOR WALL FRAMING AT 16"o.c. MAX. AIR BARRIER SEALANT _ CONSTR. CONT. P.T. WOOD MORTAR DRAINAGE f I BLOCKING AT INSERT STEEL FRAMING, EXTERIOR WALL PROVIDE BATT INSUL. REFER TO STRUCT. OPENINGS, TYP. CONSTR. THRU WALL FLASHING AROUND OPENING DWGS. CONT. FLUID -APPLIED \ BRICK SOLDIER 2 2 STEEL FRAMING, AIR BARRIER PROVIDE BATT INSUL. COURSE 2 2 CONT. P.T. WOOD i GALV. STEEL LINTEL BLOCKING AT REFER TO STRUCT. SEALANT AROUND OPENING - - AT OPENINGS, TYP. - MR-P.T. WOOD CONT. FLUID -APPLIED - - - + CONT. P.T. WOOD CONT. P.T. WOOD r -� BLOCKING AT AIR BARRIER 2 10 MEMBRANE FLASHING BLOCKING AT OPENINGS,GYP. I • • OPENINGS, TYP. WEEPS AT 24"o.c. MAX. � O MEMBRANE FLASHING _ _ 4 4 OPENINGS, TYP. DEFS ON SHEATHING RETURN GWB AT AND COLD FORMED -1-L' DEFS ON SHEATHING - - DEFS ON SHEATHING RETURN GWB AT AND COLD FORMED 2 109� 6 6 AND COLD FORMED 2 10 OPENINGS TYP. METAL FRAMING 2 10 OPENINGS TYP. METAL FRAMING CORNER BEAD METAL FLASHING DRIP WITH BACKER ROD AND METAL FRAMING CORNER BEAD METAL FLASHING WITH BACKER ROD AND METAL FLASHING WITH } METAL FLASHING WITH SEALANT DRIP EDGE BACKER ROD AND DRIP EDGE I SEALANT DRIP EDGE BACKER ROD AND MEMBRANE FLASHING BACKER ROD AND ❑ SEALANT MEMBRANE FLASHING ❑ SHIMS AS REQ'D. BACKER ROD AND ❑ SEALANT BACKER ROD AND ❑ IMS A �I SEALANT SHIMS AS REQ'D. BACKER ROD AND ALUM. CURTAIN WALL SEALANT IMS A SEALANT ALUM. C RTAIN WALL O Al UM. CURTAIN WALL SEALANT SYSTEM - ALUM. CURTAIN WALL SYSTEM 9 5/8'. SYSTEM 9 5/8" 11 5/8" SYSTEM l 1' 0" 5" HlA HEAD DETAIL H2A HEAD DETAIL H4A HEAD DETAIL ' HSA HEAD DETAIL o A6.4 3" = 1'-011 A6.4 311 = 1'-011 A6.4 3„ = 1'-01' A6.4 3" - 11-0" ~ A O V CONT. FLUID -APPLIED .-1 220- CONT. FLUID -APPLIED AIR BARRIER^T aj I EXTERIOR WALL AIR BARRIER ALUM. CURTAIN WALL i _ I CONSTR. ALUM. CURTAIN WALL I SEALANT I �I SYSTEM SYSTEM + PROVIDE BATT INSUL. 5/8" GWB ON METAL COMPOSITE METAL _ \ EXTERIOR WALL O ICI Z STEEL FRAMING, STUD FRAMING AT CONT. P.T. WOOD PANEL SYSTEM ON REFER TO STRUCT. I CONSTR. FBI CONT. FLUID -APPLIED - AROUND OPENING BLOCKING FURRING . ; DWGS. -'- AIR BARRIER 16 o.c. MAX. 1� --- PR(�VInF- RATT INRI II CONT. P.T. WOOD 2 2 MEMBRANE FLASHING I BLOCKING AT I 2 2 AROUND OPENING AROUND OPENING INSUL. METAL INFILL ' �-- CONT. P.T. WOOD CONT. P.T. WOOD 01 OPENINGS, TYP. CONT. P.T. WOOD PANEL TO MATCH ��, METAL TRIM CLOSURE BLOCKING AT BLOCKING AT ' I O `G BLOCKING W FRAME COLOR/FINISH TO MATCH FRAME OPENINGS, TYP. I CONT. P.T. WOOD OPENINGS, TYP. CONT. P.T. WOOD COMPOSITE METAL COLOR/FINISH BLOCKING AT BLOCKING AT 4 4 OPENINGS, TYP. ALUM. DOOR TOP CONT. WOOD MEMBRANE FLASHING 4 4 OPENINGS, TYP. BRICK VENEER 4 4 OPENINGS, TYP. O PANEL SYSTEM ON RETURN GWB AT WEATHERSTRIP OVER BLOCKING AT METAL FLASHING WITH 2 10 RETURN GWB AT ZEE FURRING 2 10 OPENINGS, TYP. EXTERIOR DOORS, COLOR 2 6 OPENINGS DRIP EDGE 11 OPENINGS, TYP. TO MATCH FRAMES CORNER BEAD O MEMBRANE FLASHING ❑ � RETURN GWB AT � ALUM. CURTAIN WALL CORNER BEAD OPENINGS TYP. SYSTEM f MEMBRANE FLASHING COMPOSITE METAL /� BACKER ROD AND G BACKER ROD AND P BACKER ROD AND BACKER ROD AND TDIRA �" / OCAI AI,,T U171 q, i �� P I CORNER BEAD c�n1 enlT + CFAI ANT BACKER ROD AND / SEALANT RIM \ OCIALAIV I + "",",'•' ❑ ""." ".. SEALANT —` ❑ &� /�� SHIMS AS REQ'D. BACKER ROD AND SHIMS AS REQ'D. �� // WINDOW SHADE, ' SEALANT UM. CURTAIN WALL REFER TO R.C. PLANS WI SHIMS SHAD - ALUM. CURTAIN WALL 95/8" SYSTEM 95/8" 33/8" 115/8" FERT PLAN 95/8" 1 2" SYSTEM ALUM. CURTAIN WALL ,1 JAMB DETAIL H2B HEAD DETAIL J3 JAMB DETAIL H4B HEAD DETAIL SYSTEM Js JAMB DETAIL A6.4 311 _ 1'-01t A6.4 311 = 11-011 A6.4 3" _ 1'-01' A6.4 311 = 11-011 1 A,, 3" = F-0" EXTERIOR WALL W CONSTR. �■■� CONT. FLUID -APPLIED , 220 �� AIR BARRIER n%JlVlF O I L: RACTAI VVIVIf VJ11C IVICIHL r— FURRING I y � I EXTERIOR WALL - PANEL SYSTEM ON EXTERIOR WALL -, ( EXTERIOR WALL ALUM. CURTAIN WALL CONT. FLUID -APPLIED I CONSTR. CONT. FLUID -APPLIED - _ ,_ ' CONSTR. � � CONSTR. CONT. P.T. WOOD `,�.� SYSTEM I -- AIR BARRIER y BLOCKING Tt CONT. FLUID APPLIED AIR BARRIER `. AIR BARRIER PROVIDE BATT INSUL. PROVIDE BATT INSUL. MEMBRANE FLASHING PROVIDE BATT INSUL. 2 2 AROUND OPENING CONT. P.T. WOOD CONT. P.T. WOOD' 2 AROUND OPENING CONT. P.T. WOOD 2 2 I AROUND OPENING INSUL. METAL INFILL CONT. P.T. WOOD 2 2 BLOCKING AT BLOCKING AT CONT. P.T. WOOD BLOCKING AT CONT. P.T. WOOD PANEL TO MATCH _i BLOCKING AT ( CONT. P.T. WOOD OPENINGS, TYP. OPENINGS, TYP. OPENINGS, TYP. OPENINGS, TYP. BLOCKING AT BLOCKING AT FRAME COLOR/FINISH BLOCKING AT BRICK VENEER OPENINGS, TYP. COMPOSITE METAL OPENINGS, TYP. METAL TRIM CLOSURE OPENINGS, TYP. BRICK VENEER 4� PANEL SYSTEM ON 4 4 TO MATCH FRAME MEMBRANE FLASHING 4 4 RETURN GWB AT ZEE FURRING RETURN GWB AT COLOR/FINISH RETURN GWB AT 2 8 OPENINGS, TYP. 2 10 OPENINGS, TYP. 2 10 OPENINGS, TYP. 6 6 MEMBRANE FLASHINGoig r ❑ ALUM. CURTAIN WALL CORNER BEAD CORNER BEAD CORNER BEAD MEMBRANE FLASHING �' �� BACKER ROD AND MEMBRANE FLASHING SYSTEM BACKER ROD AND BULLNOSE CM SEALANT BACKER ROD AND BACKER ROD AND BACKER ROD AND BACKER ROD AND BACKER ROD AlD / SEALANT AT CORNERS SEALANT BACKER ROD AND SEALANT SEALANT SEALANT / ❑ SEALANT ❑ ❑ SEALANT ❑ SA SHIMS AS REQ'D. SHIMS AS REQ'D. IMS A ALUM. CURTAIN WALL ALUM. CURTAIN WALL ALUM. CURTAIN WALL IF- ALUM. CU TAIN WALL SYSTEM SYSTEM SYSTEM SYSTEM 9 5/8" 9 5/8" 2" 11 5/8" 1' 0" 5" i JAMB DETAIL JAMB DETAIL J3A JAMB DETAIL J4 JAMB DETAIL ' JAMB DETAIL J1A J2 A6.4 311 = 1'-0" JSA, A6.4 311 = 1'-011 A6.4 311 = 1'-0" A6.4 311 _ 11-011 A6.4 31' = 1'-011 CONT. FLUID -APPLIED ❑ AIR BARRIER ■►F - EXTERIOR WALL �r I - • �� ('iOPi- / EXTERIOR WALL ❑ _�_�� CONSTR. BRICK VENEER EXTERIOR WALL CONSTR. : • ,Y� : �� A ALUM. CURTAIN WALL CONT. FLUID -APPLIED{- CONT FLUID -APPLIED - G ILI CONSTR.FL SYSTEM AND CORNER AIR BARRIER —� - PROVIDE BATT INSUL. AIR BARRIER t s3! :z z? MULLION 2 2 PROVIDE BATT INSUL. AROUND OPENING 2 2 PROVIDE BATT INSUL. , CONT. P.T. WOOD I AROUND OPENING 2 2 CONT. P.T. WOOD ( AROUND OPENING "s BLOCKING AT ( BLOCKING AT CONT. P.T. WOOD CONT. P.T. WOOD TYP. CONT. P.T. WOOD CONT. P.T. WOOD OPENINGS, TYP. OPENINGS, BLOCKING AT BLOCKING AT BRICK VENEER OPENINGS, TYP. BLOCKING AT BLOCKING AT BRICK VENEER risatts:�•4•' 4 4 OPENING, TYP. 4 -�. I OPENINGS, TYP. 4 4 OPENINGS, TYP. RETURN GWB AT -�� RETURN GWB AT 2 10 OPENINGS, TYP. 2 12 RETURN GWB AT 2 10 OPENINGS, TYP. MEMBRANE FLASHING - OPENINGS, TYP. CORNER BEAD CORNER BEAD CORNER BEAD MEMBRANE FLASHING BACKER ROD AND MEMBRANE FLASHING BACKER ROD AND BACKER ROD AND BACKER ROD AND SEALANT I BACKER ROD AND BACKER ROD AND �� SEALANT ❑ SEALANT ❑ SEALANT SEALANT I SHIMS AS REQ'D. SHIMS AS REQ'D. SEALANT ❑ IMSA MOSER ALUM. CURTAIN WALL ALUM. CURTAIN WALL ALUM. CURTAIN WALL 9 5/8" 2" SYSTEM 11 1/8" 2" SYSTEM 11 5/8" SYSTEM PILON J1B JAMB DETAIL J2A JAMB DETAIL J3B JAMB DETAIL JIA JAMB DETAIL ' NELSON A6.4 311 _ 11-01' A6.4 3" = F-011 A6.4 311 = 11-0,1 A6.4 31' = 1'-011 9 5/8" i 9 5/8" 2" 11 1/8" 2" � 11 5/8" � ARCHITECT S 30 JORDAN LANE ALUM. CURTAIN WALL ALUM. ENTRY DOOR W E T H E R S F I E L D, c SYSTEM ALUM. CURTAIN WALL ALUM. CURTAIN WALL ALUM. CURTAIN WALL SYSTEM ( 8 s o> 5 s 3 - s 1 s 4 ❑ SHIMS AS REQ'D. BACKER ROD AND ❑ SYSTEM ❑ SYSTEM ❑ I SYSTEM ALUM. THRESHOLD BACKER ROD AND SEALANT BACKER ROD AND SHIMS AS REQ'D. BACKER ROD AND SHIMS AS REQ'D. SET IN MASTIC SEALANT BACKER ROD AND SHIMS AS REQ'D. SEALANT — SEALANT PITCH CONC. AWAY TITLE SEALANT SOLID SURFACE FLOOR FINISH, TWO-PIECE METAL METAL FLASHING WITH DRIP SOLID SURFACE METAL FLASHING WITH FROM BLDG. FLASHING SET IN SEALANT —tea CORNER BEAD EDGE SET IN SEALANT - WINDOW STOOL DRIP EDGE SET IN WINDOW STOOL CORNER BEAD REFER TO SCHED. 2 10 RETURN GWB AT 2 SEALANT 2 12 10 RETURN GWB AT EXTERIOR FRAME CONT. P.T. WOOD MEMBRANE FLASHING � BLOCKING OPENINGS, TYP. BACKER CAST STONE SILL SEALANT OD AND CAST STONE SILL BACKER ROD AND CONT. FLUID -APPLIED OPENINGS, TYP. DETAILS 2 CONT. P.T. WOOD 2 2 SEALANT BACKER ROD AND - 1 MEMBRANE FLASHING 2 2 2 CONC. APRON BLOCKING AT CONT. P.T. WOOD CONT. P.T. WOOD 2 CONT. P.T. WOOD AIR BARRIER SEALANT BLOCKING AT CONT. P.T. WOOD TERMINATION BAR AND MEMBRANE FLASHING 1"RIGID INSUL. CONC. SLAB ON TYP. OPENINGS BLOCKING AT � OC G I BLOCKING AT 0 D ° CONT. P.T. W00 SEALANT J I OPENINGS, TYP. BLOCKING AT I I ° MASTIC S A I OPENINGS, TYP. OPENINGS, TYP. GRADE COMPOSITE METAL BLOCKING AT MEMBRANE FLASHING 4 4 STEEL FRAMING, I I ' PROVIDE BATT INSUL. OPENINGS, TYP. I CONT. VAPOR PAN FLASHING WITH 4 4 I PANEL SYSTEM ON OPENINGS, TYP. -_ I REFER TO STRUCT. END DAMS I AROUND OPENING PAN FLASHING WITH STEEL FRAMING, FURRING I BARRIER DWGS. END DAMS REFER TO STRUCT. EXTERIOR WALL j I _ �g METAL FLASHING WITH CONSTR. EXTERIOR WALL +r I RUDE BATT INSUL. DRIP EDGE SET IN II 6 �� BACKER ROD AND - DATE 11/02/2018 PROVIDE BATT CONSTR. METAL EDGE ;_ AROUND OPENING SEALANT ` SEALANT o AROUND OPENING WITHAFLUSH END SET N r CONT. FLUID APPLIED 1. _ I FLASHING WITH FLUSH cv AIR BARRIER ( I I I I COPYRIGHT (c) -�: EXTERIOR WALL SEALANT 1 I END SET IN SEALANT 1 EXTERIOR WALL ':- i CAST STONE CAP i Moser Pilon Nelson Architects I CONSTR. CONT. FLUID -APPLIED CONT. FLUID -APPLIED CONSTR. >-;� . _ f : AIR BARRIER - AIR BARRIER r 1 + DWG. NO. z TUBE STEEL BEAM PROVIDE BATT INSUL. z VY ILL DETAIL SILL DETAIL SILL DETAIL S4 SILL DETAIL AROUND OPENING Ss SILL DETAIL A694 z S2 S3 0- = 1'-0" A6.4 3,1 = 1'-0'1 A6.4 31, = 1'-0" A6.4 311 = 1'-0'1 A6.4 311 = F-011 BRICK VENEER SEALANT CONT. FLUID -APPLIED AIR BARRIER MORTAR DRAINAGE INSERT THRU WALL FLASHING BRICK SOLDIER COURSE GALV. STEEL LINTEL CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. WEEPS AT 24"o.c. MAX. METAL FLASHING WITH DRIP EDGE MEMBRANE FLASHING BACKER ROD AND SEALANT CONT. FLUID -APPLIED AIR BARRIER CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. BRICK VENEER MEMBRANE FLASHING BACKER ROD AND SEALANT SUBSILL BACKER ROD AND SEALANT MEMBRANE FLASHING CAST STONE SILL CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. PAN FLASHING WITH END DAMS METAL EDGE FLASHING WITH FLUSH END SET IN SEALANT CONT. FLUID -APPLIED AIR BARRIER H6 HEAD DETAIL A6.5 311 = 1'-011 J6 J AIVIb I)L I -AIL A6.5 3" = 1'-0'1 56 SILL DETAIL A6.5 311 = 1'-011 BRICK VENEER SEALANT CONT. FLUID -APPLIED CTERIOR WALL AIR BARRIER DNSTR. MORTAR DRAINAGE INSERT THRU WALL FLASHING BRICK SOLDIER 1OVIDE BATT INSUL. COURSE SOUND OPENING GALV. STEEL LINTEL DNT. P.T. WOOD CONT. P.T. WOOD _OCKING AT BLOCKING AT 'ENINGS, TYP. OPENINGS, TYP. :-:TURN GWB AT WEEPS AT 24"o.c. MAX. 'ENINGS, TYP. METAL FLASHING WITH JRNER BEAD DRIP EDGE INDOW SHADE, MEMBRANE FLASHING =FER TO R.C. PLANS BACKER ROD AND INDOW TRIM SEALANT _UM. WINDOW UNIT XTERIOR WALL ONSTR. ROVIDE BATT INSUL. ROUND OPENING ONT. P.T. WOOD LOCKING AT PENINGS, TYP. ETURN GWB AT PENINGS, TYP. ORNER BEAD IINDOW TRIM LUM. WINDOW UNIT ALUM. WINDOW UNIT WINDOW TRIM SHIMS AS REQ'D. SOLID SURFACE WINDOW STOOL BACKER ROD AND SEALANT CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. PROVIDE BATT INSUL. AROUND OPENING FYTFRInR WALL CONSTR. H, HEAD DETAIL A6.5 311 = F-011 CONT. FLUID -APPLIED AIR BARRIER CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. BRICK VENEER MEMBRANE FLASHING BACKER ROD AND SEALANT SUBSILL BACKER ROD AND SEALANT MEMBRANE FLASHING CAST STONE SILL I► CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. PAN FLASHING WITH END DAMS ► I METAL EDGE FLASHING WITH FLUSH END SET IN SEALANT CONT. FLUID -APPLIED 1 AIR BARRIER 101, I 3" ©ll� k1i s, SILL DETAIL A6.5 311 = 11-011 EXTERIOR WALL CONSTR. 0OW SHADE, FER TO R.C. PLANS gDOW TRIM JM. WINDOW UNIT EXTERIOR WALL CONSTR. _LNOSE CMU AT RNERS 'KER ROD AND kLANT JDOW TRIM JM. WINDOW UNIT ALUM. WINDOW UNIT BRICK VENEER SEALANT CONT. FLUID -APPLIED AIR BARRIER MORTAR DRAINAGE INSERT BRICK SOLDIER COURSE WEEPS AT 24"o.c. MAX. METAL FLASHING WITH DRIP EDGE GALV. STEEL LINTEL AND PLATE BACKER ROD AND SEALANT H8 HEAD DETAIL— A6.5 31 = 1'-0" CONT. FLUID -APPLIED AIR BARRIER BRICK VENEER r' MEMBRANE FLASHING .r , BACKER ROD AND ;:._ ; • :; : ;, SEALANT 5112" 3" Jg JAMB DE AIL A6.5 311 = 11-011 WINDOW TRIM DOOR AND FRAME SHIMS AS REQ'D. SOLID SURFACE WINDOW STOOL BACKER ROD AND SEALANT CONC. APRON/LOADING DOCK EXTERIOR WALL CONSTR. 1" RIGID INSUL. Sg SILL DETAIL A6.5 311 = 11-011 FYTFRInP %A/AI-L CONSTR. SHIM AS REQ'D. BACKER ROD AND SEALANT H.M. FRAME, GROUT SOLID EXTERIOR WALL CONSTR. FRAME ANCHOR SHIM AS REQ'D. BULLNOSE CMU AT CORNERS BACKER ROD AND SEALANT H.M. FRAME, GROUT SOLID OFFSET ALUM. THRESHOLD SET IN MASTIC INSUL. METAL INFILL PANEL TO MATCH FRAME COLOR/FINISH CONC. SLAB ON GRADE COAT. VAPOR ALUM. CURTAIN WALL SYSTEM BARRIER BACKER ROD AND SEALANT CONC.APRON 1" RIGID INSUL. 59 SILL DETAIL A6.5 311 = 11-011 BRICK VENEER CONT. FLUID -APPLIED AIR BARRIER MORTAR DRAINAGE INSER I THRU WALL FLASHING BRICK SOLDIER COURSE GALV. STEEL LINTEL WEEPS AT 24"o.c. MAX. METAL FLASHING WITH DRIP EDGE CONT. FLUID -APPLIED AIR BARRIER MEMBRANE FLASHING BRICK VENEER, RETURN TO CHANNEL AT JAMBS 4"x4"x2'-8"L GALV. STEEL ANGLE AT JAMBS INSIDE FACE OF CMU WALL BEYOND METAL TRIM CLOSURE TO MATCH FRAME COLOR/FINISH CONC. COMPRESSIBLE APRON/LOADING DOCK FILLER SHIM AS REQ'D. JOINT FILLER BACKER ROD AND SEALANT FLOOR FINISH, RFPFR T(1 (z(,.wF-n CONC. SLAB ON GRADE REVISIONS f ' CONFORMED SET Ff EXTERIOR ALL MARCH 22, 2019 �+ CONS T . 1 2/19/19 BID SUPPLEMENT 1 -mot TT F_ — — __1 7_ 1 I I L — — J L I T TT, ♦ T1 T\ T"1 ►'T1 ♦ TT H10 HLAD Oh'I'AIL A6.5 3" = 1'-0" 3" J10 JAMB DETAIL A6.5 311 = 1'-011 slo SILL DETAIL A6.5 311 = 1'-011 O.H. COILING DOOR ASS E_IVI B)LY 1 S I A I E PRVJEIi I NO. 132-0088 N Phase 1 of 4 — EXTERIOR WALL CONSTR. GALV. STEEL CHANNE a AT JAMBS O.H. COILING DOOR O ASSEMBLY O w O A O O.H. COILING DOOR �I ASSEMBLY GALV.STEEL w ^ ANGLE CAST Fri IN CONC.00 O H Z O� CONC. SLAB ON O \G w GRADE W E� CONT. VAPOR BARRIER W W glFt�tlfttll , ,eta 4 tt>� - , �j'•� Y ; 7 "4 z f�t�tftlllilll111�Z�t, MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE EXTERIOR FRAME DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A6.5 REVISIONS CONFORMED SET _ MARCH 22, 2019 WALL CONSTR. Fj L - IV WALL CONSTR. _-- WALL CONSTR. WALL CONSTR. = WALL CONSTR. WALL CONSTR. WALL CONSTR. CORRIDOR SIDE METAL STUD BOX 2 2/21/19 BID SUPPLEMENT 2 RETURN GWB AT ¢ ,. HEADER RETURN GWB AT ¢ STEEL LINTEL STEEL LINTEL STEEL LINTEL METAL STUD BOX HEADER METAL STUD BOX HEADER OPENINGS, TYP. CONT. P.T. WOOD BLOCKING AT OPENINGS, TYP. CORNER BEAD, TYP. METAL STUD BOX SEALANT 1/2" 1/2" NOTE: USE MASONRY BOND BEAM AT FIRE WALL 1/2, SEALANT 1/2" SEALANT fl/2" CORNER BEAD, TYP. BACKER ROD AND OPENINGS, TYP. BACKER ROD AND HEADER SHIM AS REQ'D. H.M. FRAME, GROUT I H.M. FRAME, GROUT H.M. FRAME, GROUT SOLID `,` SEALANT 112 �� 1/2 SEALANT 1/2 SEALANT ii2 SEALANT SEALANT SHIM AS REQ'D. SEALANT SOLID = �* SEALANT SOLID = SEALANTSEALANT = H.M. FRAME �� H.IM. FRAME ALUM. CURTAIN WALL SYSTEM BACKER ROD AND SEALANT ALUM. STOREFRONT SYSTEM �`- BACKER ROD AND SEALANT [�tn - n - _ HEAD DETAIL HEAD DETAIL HEAD DETAIL HEAD DETAIL HEAD DETAIL HEAD DETAIL HEAD DETAIL H11 H12 H13 13B 13 H15 16A A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" As.s 1 1/2" = F-0" STATE PROJECT NO. WALL CONSTR. �' WALL CONSTR. WALL CONSTR. WALL CONSTR. WALL CONSTR. r O.H. COILING DOOR 132-0088 N WALL CONSTR. ASSEMBLY Phase 1 of 4 METAL STUD BOX ACT CEILING RETURN GWB AT HEADER BACKER ROD AND ¢ MASONRY BOND BEAM MASONRY BOND BE MASONRY BOND BEAM METAL STUD BOX HEADE OPENINGS, TYP. CONT. P.T. WOOD SEALANT 1/2" 1/2" METAL STUD BOX 1/2 • • 1/2" ' • • • BLOCKING AT GWB CEILING/SOFFIT SEALANT SEALANT SEALANTr�% SEALANT -SEALANT CORNER BEAD, TYP. HEADER 1/2 OPENINGS, TYP. 1/2" SHIM AS REQ'D. H.M. FRAME, GROUT H.M. FRAME, GROUT E EGRESS SEALANT SEALANT IL SHIM AS REQ'D. SOLID SOLID UT SOLID CORNER BEAD, TYP. SEALANT �' H.M. FRAME METAL STUD BOX BACKER ROD AND BACKER ROD AND SEALANT SEALANT ALUM. STOREF ONT BACKER ROD AND �" LINE OF FRAME AT ALL CON;STR. HEADER ALUM. STOREFRONT SYSTEM SEALANT - JAMB BEYOND CORNER BEAD, TYP. SYSTEM _7T_5/8" GWB ON METAL CORRIDOR SIDE STUD FRAMING 11A HEAD DETAIL 12A HEAD DETAIL 13A HEAD DETAIL 13 HEAD DETAIL H14 HEAD DETAIL 15A HEAD DETAIL H17 HEAD DETAIL Q As.6 1 1/211 = 1'-011 A6.6 1 1/2" = F-0" A6.6 1 1/2" = 1'-011 A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" Q 2 W C CD C o� ALUM. CURTAIN WALL ALUM. STOREFRONT H.M. FRAME, GROUT 2. SYSTEM SYSTEM SOLID MCI L / SHIM AS REQ'D. WALL CONSTR. �. ~ RETURN GWB AT BACKER ROD AND H.M. FRAME, GROUT A OPENINGS, TYP. SHIM AS REQ'D. RETURN GWB AT SEALANT WALL CONSTR. SOLID -__ WALL CONSTR. O H Z BACKER ROD AND BACKER ROD AND OPENINGS, TYP. - SEALANT -SEALANT ��// 1•••1 CORNER BEAD, TYP. BULLNOSE CMU AT SEALANT SEALANT z H.M. FRAME, GROUT N L 4 CORNER "' V _ r.nRNIFR RFAn TVP _i METAL STUD BOX JAMB �' SOLID CONT. P.T. WOOD vv L BACKER ROD AND ¢ I OJ w MI�1 BLOCKING AT STEEL COLUMN SEALANT 1/2" 1/2" SEALANT 1/2' OPENINGS, TYP. SEALANT L O FRAME ANCHOR _ J L_ � - ' FRAME ANCHOR FRAME ANCHOR 1/2" 1/2" SEALANT M■Yy METAL STUD BOX JAMB 1/2° 1/2" SEALANT SEALANT I <,TAL STUD BOX JAMB z CORRIDOR SIDE -� I I �� H.M.HIMFRAME - - - - - - - N O c� H.M. FRAME GROUT H.M. FRAME _ _ METAL STUD BOX JAMB L _ - _ - _ J y� -' SOLID r .- N L - J N SEALANT j✓I ¢ WALL CONSTR. - - - - SEALANT SEALANT FRAME: ANCHOR - O WALL CONSTR. WALL CONSTR. FRAME ANCHOR 1, 91/8" 4 7/8" J16 AMB DETAIL JAMB DETAIL JAMB DETAIL A AMB DETAIL W J11 JAMB DETAIL J12 JAMB DETAIL J13 JAMB DETAIL J13B J J13E J15 A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/211 = 1'-0" A6.6 1 1/211 = 1'-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" CORRIDOR SIDE [� ALUM. STOREFRONT ALUM.STOREFRONT QVQTGnn SYSTEM L SHIM AS REQ'D. RETURN GWB AT SHIM AS REQ'D. RETURN GWB AT BACKER ROD AND OPENINGS, TYP. �� SEALANT BACKER OD AND SEALANT WALL CONSTR. WALL CONSTR. OPENINGS, TYP. BACKER ROD AND 2" CORNER BEAD, TYP. SEALANT CORNER BEAD, TYP. WALL CONSTR. 1HR. FIRE -RATED) CONT. P.T. WOOD BLOCKING �� METAL STUD BOX JAMB BACKER ROD AND ¢/ AT OPENINGS, TYP. SEALANT METAL STUD BOX JAMB FRAME ANCHOR FRAME ANCHOR _ FRAME ANCHOR - 1/2" I 1/2" 1/2" ` - XPANSION JOINT COVER 1/2' 1/2" SEALANT SEALANT SEALANT SEALANT SEALANT BULLNOSE CMU AT CORRIDOR SIDE H.M. FRAME, GROUT r. - - H.M. FRAME, GROUT _ c r H.M. DOUBLE EGRESS - - - - - _ METAL STUD BOX JAMB WALL CONSTR. WALL CONSTR. SOLID `" - SEALANT SOLID `" - _ - _ _ FRAME, GROUT SOLID - °= = CORNER BEAD EALANT - - ' N SEALANT LINE OF FRAME AT TN % HEAD ABOVE H.M. FRAME FRAME ANCHOR JAMB DETAIL J12A JAMB DETAIL JAMB DETAIL JAMB DETAIL JAMB DETAIL 2 J15A JAMB DETAIL J11A J13A J13C J14 A6.6 1 1/2" = F-0" A6.6 1 1/21' = 1'-011 A6.6 1 1/2" = F-0" A6.6 1 1/211 = 1'-011 A6.6 1 1/211 = 1'-011 A6.6 1 1/2" = F-0" 91/8" - ALUM. CURTAIN WALL RETURN GWB AT SYSTEM OPENINGS, TYP. HAS REQ'D. BACKER ROD AND BACKER ROD AND SEALANT AT SEALANT �% EITHER SIDE OF BRAKE METAL CONT. P.T. WOOD BLOCKING TRIM, FINISH AND COLOR TO AT OPENINGS, TYP. MATCH CURTAIN WALL SYSTEM ,t�� • eitt:itlttf,� METAL STUD BOX JAMB STEEL COLUMN �. z WALL �ONSTR. O �1CAtV 1/2" DIM'W' 1/2" `.�`¢ CONA��'f,� c� PROVIDE O' pE;., ✓'•^w BACKER ROD AND SEALANT AT - U BACKBENDS AT GWB,vz, PARTITIONS, TYP.t'; EITHER SIDE OF BRAKE METAL 020 �d A,� COMPRESSIBLE FILLER _ TRIM, FINISH AND COLOR TO FRAME ANCHOR _ N � N MATCH CURTAIN WALL SYSTEM ., s D AR METAL TRIM CLOSURE TO MATCH FRAM SEALANT ��f�ttNttttt►:st'�oN COLOR/FINISH BULLNOSE CMU AT CORNER "' L. _, ::: II INSUL. METAL INFILL _ - 1/2 SEALA T � - � GLAZING STOP H.M. FRAME GROUT WHERE REQ'D. PANEL TO MATCH 53/4" 41/2" ALUM. CURTAIN WALL SOLID 1 15/16" VARIES 1 15/16" FRAME COLOR/FINISH SYSTEM J11B JAMB DETAIL J13D JAMB DETAIL 1 TYR H.M. FRAME DETAIL MOSER A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 611 == 1'_01' PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 DOOR, REFER TO SCHED. TITLE ALUM. THRESHOLD INTERIOR FRAME FLOOR MAT ALUM. STOREFRONT DETAILS SYSTEM SHIM AS REQ'D. FINISH FLOORING,DOOR, REFER TO SCHED. REFER TO RETURN GWB AT BACKER ROD AND SEALANT SCHED. H.M. FRAME DOOR, REFER TO SCHED. DOOR, REFER TO ALUM. STOREFRONT OPENINGS, TYP. z SOLID SURFACE CONC. SLAB ON GRADE FINISH FLOORING, REFER TO SCHED., SCHED. FINISH FLOORING, SIDE, TYP.) SYSTEM FLOORING, REFER TO BACKER ROD AND J ¢ STOOL REFER TO SCHED. SCH. SEALANT RESILIENT MOLDING RESILIENT MOLDING MARBLE THRESHOLD TRANSITION THRESHOLD - CORNER BEAD, TYP. N FINISH FLOORING, FINISH FLOORING, WITH BEVELED EDGES CONT. P.T. WOOD BLOCKING DATE 11/02/2018 o REFER TO SCHED. -- REFER TO N T LVT FLOORING FINISH FLOORING, REFER TO SCHED. CORRIDOR SIDE AT OPENINGS, TYP. COPYRIGHT (c) N SCHED. WALL CONSTR. Moser Pilon Nelson Architects E I MATCH FRAME I DWG. NO. z WIDTH v a� .o SILL DETAIL SILL DETAIL SILL DETAIL SILL DETAIL SILL DETAIL SILL DETAIL A6*6 z S 11 S12 S13 S14 S15 S16 2 A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" A6.6 1 1/2" = F-0" 1 1/2" PAINT 1.90" O.D. STEEL GUARDRAIL, TYP. PAINT 1.66" O.D. STEEL TOP RAIL, TYP. 1 3/4" PAINT PIPE HANDRAIL WITH JLx ENDCAPS AT RAMPS, TYP. CV PAINT PIPE HANDRAIL BRACKETS AT EACH POST, TYP. 1 314" J < � J . _I � \O�X CL Z r Q S PAINT 1.90 O.D. VERTICAL STEEL POSTS WELDED TO TUBE STEEL M o¢ o STRINGER at 4'-0" o.c. MAX. E- O Q PAINT 1/2"x1/2" SQUARE BAR PICKETS at 4" o.c. MAX. U PAINT 1.66" O.D. METAL - PIPE BOTTOM RAIL, TOP METAL COVER FLANGE AT o EACH POST, PAINT o TOP OF WALURAMP o < SURFACE CAST SLEEVE IN CONC. AND ui SET POSTS IN EPDXY GROUT GUARDRAIL DETAIL at RAMP 1 1/2" = F-0" 0 STEEL PIPE RAIL WITH ENDCAPS, PAINT STEEL WALL BRACKETS AT 4'-0"o.c. MAX. ANCHORED TO WALL, PAINT FACE OF WALL TYP. WALL -MOUNTED HANDRAIL 3" = 1'-0" 4 RAMP A7.1 1/4" = 1'-0" B.O. ROOF DECK 14'-0" rik PLATFORM _ 2'-0" FIRST FLOOR 0" J_ Q CE 0 m � J CD < z OQ S co ~ J co 0 o a < z, 0 0 o CV Q J U 0 2i o°C 1 1 /2" PAINT 1.90" O.D. STEEL GUARDRAIL, TYP. PAINT 1.66" O.D. STEEL 1 1/2" TOP RAIL, TYP. 1 1/2 PAINT PIPE HANDRAIL WITH .- T01--, ENDCAPS AT RAMPS, TYP. CV PAINT PIPE HANDRAIL BRACKETS AT EACH POST, TYP. 1 1/2" 1 1/2" NO)_ OP r� N r PAINT 1.90 O.D. VERTICAL STEEL POSTS WELDED TO TUBE STEEL STRINGER at 4'-0" o.c. MAX. PAINT 1/2"xi/2" SQUARE BAR PICKETS at 4" o.c. MAX. PAINT 1.66" O.D. METAL PIPE BOTTOM RAIL, TOP TOP OF STRINGER GUARDRAIL DETAIL at STAIR 1 1/2" = F-0" jk B.O. ROOF DECK 14'-0" co PLATFORM 2'-0" 0 N FIRST FLOOR RAMP S 1/4" = 1'-0" 0 0 0 ECTION STAIR/RAMP SECTION B.O. ROOF DECK 14'-0" - PLATFORM 2'-0" FIRST FLOOR 0" WALL PROTECTION, WP-1 3 STAIR SE A7.1 1/4" = 1'-0" i GYMNASIUM 132 0 tV TYPICAL GUARDRAIL DETAIL 1 1/2" = F-0" LO RAMP SECTION B.O. ROOF DECK OIL 14'-0" -PLATFORM 2'-0" FIRST FLOOR 0" 1 /4" = 1'-0" GWB CEILING CONSTR. Y - 5/8" G W B METAL FRAMING SYSTEM S6 ACT CEILING STEEL PIPE RAIL i. WITH VERTICAL I 8 PICKETS, PAINT STAIR/ RAMP C Fl 3-81 A7.1 I I 0 N 2 STAIR SECTION A7.1 1/4" = 1'-0" 1.900" O.D. STEEL PIPE ',ENERAL NOTES: AT INTERIOR LOCATIONS, STEEL TO BE PAINTED AT EXTERIOR LOCATIONS, STEEL TO BE GALVANIZED REFER TO PLAN FOR HANDRAIL LOCATIONS 1.660" O.D. STEEL PIPE 1.315" STEEL PIPE HANDRAILS 1/2" x 1/2" STEEL BAR PICKETS 1.660" O.D. STEEL PIPE 0 LADDER TO PLATFORM ABOVE, PROVIDE STEEL PIPE GUARDRAIL AND SELF - CLOSING SWING GATE AROUND PLATFORM OPENING (3) SIDES GENERAL NOTES 1. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND ENLARGED PLAN DETAILS AFtE 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. REFER TO SHEET A6.1 FOR DOOR SCHEDULE. 5. HATCH INDICATES MILLWORK, REFER TO 10 SERIES DRAWINGS. _6_0_ 1HR. FIRE -RATED WALL CONSTRUCTION (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) �OO� 2HR. FIRE RATED FIREWALL RAMP PLAN 1 /d" - 1'_n" PLATFORM ]PLAN REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 A7.1 1/41I = 1'-0" 2 g GYMNASIUM 4.11 _ O 132 co or..... OSTAIR/ RAMP A9.1 ; ~t�, 0 - = A _ _ �_ y N o (+0'-10") #',020 i ti • lL •,. ---- --- 3 � 3'-21/2" 3'-41/2" i � �,,�FD;AF. � MA LADDER i CLEAR CLEAR 7 �J - --- - LADDER TO 1 PLATFORM ABOVE o ---------- CHAIR I STORAGE o MOSER i 136 � 4 8 A7.1 ORRIDOR RETURN UPPER AND 130 _ B.O. ROOF DECK LOWER HANDRAIL, d- 14' 0° TOGETHER AT ENDS 1' 3" ") a I II 8 DN 1'-0"11 2'-9" 11" Lj q - PLATFORM/ r (+2'-0") INSTRUMENTAL 3 8 I 12 MUSIC _ I I F1371 zm cc I I I `1 T w D N I I I 0'-0" 137 't (+2'-0") I I I [n (� I STAIR/ RAMP @) 3 1 381 3 CORRIDOR ® - - - 130 --- _ - O ... ..zo M ifs U.) rnq 17 S.1 4'-4 3/4" 8 5/8" A9.1 - - PLATFORM 2'-0' 6 5 A7.1 A7.1 FIRST FLOOR 0" 10 11 12 13 1 STAIR/RAMP PLAN A7.1 1/4" = 1'-0" PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE STAIR, RAMP PLANS, SECTIONS AND DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A7.1 GENERAL NOTES REVISIONS CONFORMED SET MARCH 22, 2019 1. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND ENLARGED PLAN DETAILS ARE TO FACE OF STUD, TO FACE OF MASONRY, OR TO CENTERLINE OF CVLUIVIIN UIVLCOO vTLJEPvy FOE 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. REFER TO SHEET A6.1 FOR DOOR SCHEDULE. 5. 7] HATCH INDICATES MILLWORK, REFER TO 10 SERIES DRAWINGS. _011IIIIIIIIIIIIII16_ 1HR. FIRE -RATED WALL CONSTRUCTION (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) �O*� 2HR. FIRE -RATED FIREWALL 1B 1 A3.1 A4.9 CORRIDOR I I1 14 1 PE OFFICE I EXAM/CONSULTATION TOILET 12 3 I STATE PROJECT NO. 133 1 5 _ 3 a 132.1 _ _ - - - _ 132. - S1 °° 133 - - 132-0088 N _ - .� = r Phase 1 oCO f 4 s � OB WALL F 5� 1 WALL - - - - - - - cr� PADS, �.n°=n a=�- - - q-fit GWP-1, -- - -- - 5'-11 - - - 13'p �- GWP 1 - 9' i - - 7^ v1 1, _ v1 _' - 3 -81 OC WALL FEC SR PADS, I I I I I I GWP-1 - 0 � F 11A ,! � ! O r n ,� FRONT-FOCdI ° - :BACKSTOP : I I - -�- - O -- WALL N CR I(o PADS, DS 0 ib I `� GWP-1 w V1 Ij OII 8 11 II -- � Q � ACCENT COLOR TO WALL ti MATCH PAINT COLOR -5 GAD , H A Q m Li m - Now SIDE -FOLDING l I BACKSTOP III �{ iil I I � I iii - - - � - - O 3 - II ul SIDE -FOLDING lu II r O I"I Z A4.6 i i I I I I I I I BACKSTOP II i II r' II II - 11I'9 Z II II � II i I � II "' II I I it I I I 134.1 z II II � O II II II II II II O II i 11 II I I I I I I I II 3A 1 I■■■I 2 3A A3.1 i 4 A8.4 2 i i A4.9 A3.1 ram, I w !! u I 3 8 PE STORAGE 134 rri ieTnne n0n0uir GYMNASIUM WALL 1 LOGO, ARCHITECT TO _ I I I PADS, ram, PROVIDE IMAGE - I GWP 1 ^ w N F- - - - - - - - - - - - - - - - - - - / \ - - - - - - -I DIVIDER CURTAIN - I - m - - - - - L v? - - - - Y- - - - - - - -Cn -I WALL - - - - - - - - - - - - - - - - - - - - p, - R r2 0 / I - PADS, / m GWP-1 - 2" THICK GYM LINES TYP. -� I 28'-2" (CENTERLINE OF COURT) n I n 134. I I I I I �I II 11 O O " 11 �1 II II L II II - _- 11 M II II A/V Si o N I g RACK r II II o II I I I I II N N p 8 MOP SINK m m , l WALL II III SIDE -FOLDING iii " PADS, iii I I I BACKSTOP i i GWP-1 MHK o FD -Lff-4 E3 �Ik ------ ---- 1-_7 E_====_-=CIE - t-IK=- ------ - --- JANI OR 3 - - �� - - - - - �gfu�i►»rrrtrr III SIDE -FOLDING BACKSTOP M I I I iu WALLJr1CANp� ,e��.r•'„ G lu LO PADS nG r ,` • Q "!, I �; ACCENT COLOR TO GWP 1 r 1 _w `rp; •i F-T 8" MATCH PAINT COLOR 5 15'-0 3/8" 8 350 ` 20 1 4 N CORRIDOR rrrrf�sfa;Eft!��!` !' 130 6 p1 3, p11 o - I 0 0 LINE OF co o !I VERHANG,ABOVE - II FRONT -FOLDING 3 BACKSTOP 132.3 A4.9 M O S 1 'f R II 'I PILON i, 6 m z - NELSON 72 42'° ® - 1 ARCHITECTS 132.4 I BASKETBALL COUR 132"x216" 0O _ EWC- - 2 13' 0° p-p° PROJ. 11' 8" T-2' 1' 10" °° A4.6 rn WET 30 FELD, CTDAN N06109 ^ PADS, (860) 5 6 3 - 6 1 6 4 F11A =_____ ____==a:s:::=_____'�:::®_ _ =mom= GWP1 8 !.._... _.. .. ...... WALL WALL u-PADS SKYFOt6 -- - N J WALL `�WP o 8 M TITLE WP-1 WALL FOLDING o � j PADS, I PADS, 135 PADS, PARTITION S-; GWP 1 N1P 1 1 1'336 ENLARGED 3 1 GWP-1 - -- - - STAIR[ RAMP GYMNASIUM PLAN Sp Si 3 f REMOVABLE WALL PADDING --- ---- PLATFORM/-_----t------------------} "' 138 - --- --- ---- REMOVABLE --- --J' o0 A5.3 i AT OPENING WITH VELCRO INSTRUMENTAL I 1 � CHAIR TO TOP OF PLATFORM _ RI�ISIC-- I A9.2 STORAGE --------------- = -- ---------------- --------------------- LVP 13�----- 136 I- - - -_ -- --rt; _ -I I 1 B 3 2 DATE 11/02/2018 I A3.1 A4.7 4.11 0 ® 0 © 6 3 7O ® 90 10 11 12 13 COPYRIGHT Architects Moser Pilon Nelson Architects DWG. NO. 1 ENLARGED GYMNASIUM PLAN A7.2 1/411 = 11-011 A792 REVISIONS TOILET ACCESSORY SCHEDULE GENERAL NOTES CERAMIC TILE LEGEND MARCHCONFORMED 019 T 1/4" = 1'-0" TAG DESCRIPTION MOUNTING LOCATION COMMENTS DIMENSIONS _.._..... _.. ARCHITECTURAL -' FLOOR PLANS -.._ ENLARGED PLAN (_Qi DCAD (]DAD DAD 41 n19 kAnl IAIT AT 4I_nnACC AAIr) I" CDr)RA OnDAICD (I I Ai (11 �� nl 1. DIMENSIONS SHOWN ON ARCHI I ECIURAL FLOOR PLANS AND ENLARGED PLAN uu I nL-r%n unryu onri 0 v L_ ivI��i14 I � 1 0 i �IN� v I I tom.- _. . u- , (I 1. - j � V DETAILS ARE TO FACE OF STUD, TO FACE OF MASONRY, OR TO CENTERLINE OF CERAMIC WALL TILE CERAMIC WALL TILE GB1 C REAR GRAB BAR T-01 MOUNT AT 2'-0"AFF AND V-9" FROM CORNER (U.N.O.) COLUMN UNLESS OTHERWISE. CWT-2 CWT-4 GB2 SIDE GRAB BAR 3'-61 MOUNT AT 3'-0"AFF AND V-0" FROM CORNER (U.N.O.) �A 2. REFER TO SHEET CD1.1 CODE PLANS FOR FIRE RATED PARTITION LOCATIONS AND GB2C SIDE GRAB BAR 3'-61 MOUNT AT 2'-0"AFF AND V-0" FROM CORNER (U.N.O.) RATINGS. GB3 VERTICAL GRAB BAR V-61 MOUNT BOTTOM AT 3'-4"AFF AND 3'-4" FROM CORNER (U.N.O.) 3. REFER TO SHEET A0.3 AND A0.4 FOR WALL AND PARTITION TYPES. 3 4. REFER TO SHEET A6.1 FOR DOOR SCHEDULE. G63C VERTICAL GRAB BAR 1' 6"L MOUNT BOTTOM AT 2' 6"AFF AND 2'-10" FROM CORNER (U.N.O.) • JA 5. HATCH INDICATES MILLWORK, REFER TO 10 SERIES DRAWINGS. HD-R RECESSED MOUNT WARM AIR HAND DRYER MOUNT BOTTOM OF DRYER AT T-0"AFF (U.N.O.) COORDINATE WALL OPENING WITH SELECTED UNIT CERAMIC WALL TILE CERAMIC WALL TILE HK ROBE HOOK 4'-0"AFF CENTERED ON DOOR PROVIDE AT EACH TOILET STALL AND TOILET ROOM 1 HR. FIRE -RATED WALL CONSTRUCTION CWT-3 CWT 5 MHK MOP AND BROOM HOLDER MOUNT AT 6-0"AFF OVER MOP SINK PROVIDE AT EACH MOP SINK Ti 3 (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) \ MIRi FRAMED MIRROR 2'-0"x3'-0" MOUNT BOTTOM AT 3'-4"AFF (U.N.O.), CENTER ON SINK/LAV 1 S0 4.10 MIR1 C FRAMED MIRROR 2'-0"x3'-0" MOUNT BOTTOM AT 3'-0"AFF (U.N.O.), CENTER ON SINK/LAV 2HR. FIRE -RATED FIREWALL MIR2 FRAMED MIRROR MOUNT CENTERED ON SINK/LAV SEE ELEVATIONS FOR SIZE MIR3 FRAMELESS MIRROR SEE ELEVATIONS FOR SIZE O3 3 5t� • PTD1 PAPER TOWEL DISPENSER MOUNT AT 3'4"AFF (U.N.O.) FURNISHED BY OWNER, INSTALLED BY CONTRACTOR 6A A7.3 Glv�__� , PTD1 C PAPER TOWEL DISPENSER MOUNT AT 3'-0"AFF (U.N.O.) FURNISHED BY OWNER, INSTALLED BY CONTRACTOR O / 27 3 SDI SOAP DISPENSER MOUNT BOTTOM AT T-4"AFF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR 1 /S3 / 3ta� SD1 C SOAP DISPENSER MOUNT BOTTOM AT 3'-0"AFF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR / �� 3 3 • SNW1 SANITARY NAPKIN DISPOSAL MOUNT AT Z-6"AFF (U.N.O.) STATE PROJECT NO. 3 WC R ® 3 D-R • SNWi C SANITARY NAPKIN DISPOSAL MOUNT AT 1'-TAFF (U.N.O.) 132-0088 N 1 ' HB D-R • TPDi TOILET PAPER DISPENSER MOUNT BOTTOM AT 2' 0"AFF AND 2' 6" FROM CORNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR Phase 1 of 4 TPD1C TOILET PAPER DISPENSER MOUNT BOTTOM AT 1'-3"AFF AND 2'-0" FROM CORNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR �p,-�1ta 3 ° GIRLS' TOILET ` CERAMIC WALL TILE, EPDXY WASH BASIN 1 7 • FULL HGT. TOILET MIRROR TO BE CENTERED C0PAINT TOILET HB Tt ° Q 3 T1 • GWB, EP-1 PARTITION PARTITION OVER SINK, TYP. / G Flu-R 3 2 , \ / TILE EDGE EP-1 EP 1, TILE BEHIND MIRROR HD 3 • \ / TILE EDGE TRIM TYP. w MI IR2 3 TILE EDGE TRIM, TYP. T-0" > WASH BASIN \ 5h T1 S3 5 A7.3 8 \ / TRIM, TYP. EP-1 TILE EDGE TRIM, TYP. CERAMIC TPDiC j 4 3 ` \ / EP-1 TILE CERAMIC 23 �, � Q ° • T 1 .. - _ _ - TILE, CWT-1 = T1 • OPtN CWT-1 _ MIR2 BOYS' TOILET i 51a" - _ I o 3$ y� 108 PD1 HK j. FD ` ® ® / \ o - _ WASH BASIN N o O _ ' M N _ I O Ti 1 s PDiC HK' METAL TRIM AT BASE, TYP. TILE CORNER TRIM FD 6 T1 aj , METAL TRIM AT BASE, TYP. TILE CORNER TRIM, TYP. 7 • Di C j • METAL TRIM AT BASE, TYP. METAL. TRIM AT BASE, TYP. 9 L) 8 3 s 1 K NORTH EAST SOUTH 5 WEST P4 B3C • i A 2 3 4 s s. 1 • MA A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-0" 0 el R, DiC GB2C PD1C o SO 2C 1 WiC GIRLS' TOILET ELEVATION - 107 Q EP Q GB3C PD1 T1 6 GL 95t9" 63ta A O - � MIRROR TO BE MCI > \`�-1 GB1C , ti CERAMIC WALL _ CENTERED OVER 8 r J URINAL / SCREEN TILE, FULL HGT. --. SINK, TYP. � r� r I � TOILET FIRE ALARM STROBE, r O 8 1� 11a PROVIDE PULL HANDLE AT o / PARTITION REFER TO ELEC. w EACH H.C. STALL, 3' 0"AFF aj 1 AND 6" FROM HINGE \ / TILE BEHIND DWGS. H O MIRROR EP-1 EP-1 EP TOILET r' �I EP-1 TILE EDGE A \ / 7-0" PARTITION U S j TILE EDGE ' TRIM TYP. O 00TILE EDGE Z TRIM, TYP TRIM, TYP. OPEN XMIR2 v 12 D- D- T=1 1 / \7 T 1 O iTl n f•••r Ri r. l - w 1 TOILET PLAN 107, 108 (BOYS' & GIRLS') N WASH BASIN T 1 , 1/4" - 1'-0" / \ WT 1 I D1 -TP T _ _ ' _ A7.3 N � - - jI METAL TRIM AT BASE, TYP. TILE CORNER TRIM, TYP. METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. TILE CORNER O METAL TRIM AT BASE, TYP. TRIM, TYP. (� 6 NORTH 7 EAST 8 SOUTH 9 WEST W A7.3 1/4" = 1'-011 A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-011 A7.3 1/4" = 1'-0" BOYS' TOILET ELEVATION - 108 PROVIDE PULL HANDLE AT TOILET ROOM SIDE OF DOOR, T-0" AFF AND 6" FROM HINGE HK 0.8 -- -� -- 126 S3 S3 S3 TPD1 TILE BEHIND TILE EDGE GB2 T1 MIRROR FIRE ALARM STROBE, I r� EP-1 TRIM TYP. I S3 GB2 G n C361 GB1_' A 6REFER TO ELEC. S3 EP-1 3 GB2 T1 EP-1 - ' EP-1 EP-1 EP-1 ,,-' � o EP-1 1 TPD1' 1 S3 GB3 TILE EDGE DWGS. Ti CALL FOR AID 60 60,° TILE EDGE TRIM, TYP. 6D" Ci'EPa SDI- r. GB3C TILE EDGE TILE EDGE TRIM, TRIM, TYP. 23 nI TOILET f TILE TYP �' TILE EDGE TILE EDGE "' �!�' TOILET TOILET <F'9R GB3 CALL FOR A74 TRIM, TYP. TRIM, TYP. r 16 126 3 I j TRIM, TYP. BEHIND ill SNW1 C _ MIRK �� S W1 123 MIR1 H SNW 0 122 AID HK CONTROLLER, REFER 1' / MIRROR co D1 SD - GB GB - D TD TO PLUMB. DWGS. = PTD1C B -- i T,1 1 � A7.3. 17 14 A7.3 12 -- HK -- S3 \ - 123 122 r, 18 ® 126 GB2C 13I I I ial I O 4 H I SO GB D1C -GB2 B1C J � C9 f o - AN SINK o -1 0 - - -;NW ---- - HK Cl) r �, - 122 I 1 L MIRi -M1R1� h 1 p CWT N ;- S O T S3 S3 `- INSUL. CIO 3" METAL TRIM INSUL TPDiC METAL TRIM AT 8'-11 1/2" 1'-71/8" 8-3 5/8 3" �- METAL TRIM AT BASE, TYP. EXPOSED METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. 4' 21/8" 3 8 3/4 1 51/4 AT BASE, EXPOSED ��- METAL TRIM AT BASE TYP. PIPING O ® O 10 TYP. PIPING BASE, TYP. TOILET PLAN 122 123 NORTH EAST AMETAL T BASE, SOUTH WEST TOILET PLAN 126 NORTH EAST SOUTH 10 , 11 12 13 14 15 16 17 18 A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-0" A7.3 1/4" = P-0" A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-011 A7.3 1/4" = 1'-011 TOILET ELEVATION - 122 (SIM, OPP. HD. 123) TOILET ELEVATION - 126 TILE EDGE TRIM, TOILET TOILET TYP. PARTITION PARTITION -- EPDXY PAINT FIRE ALARM EPDXY >>�� G GWB, EP-1 �,�,t�rrlrr�f M STROBE, PAINT REFER TO f CENTERED OVER ti TILE EDGEMIRROR TO BE P - - - - - - --� - I - ELEC. DWGS. TILE EDGE TILE EDGE TRIM, TYP. EP-1 SINK CP.I•� , O GWB, EP-1 � 1 7 5' 0 6 �' A5.3 TRIM, TYP. CERAMIC 1 EP-1 TRIM, TYP. - \ / = #;0 0 I TILE 23 TILE BEHIND GIRLS' TOILET T1 CERAMIC CWT-1 A7.4 _ MIRROR 1 TILEOPfN 142 20 I , _ MIR2 q PROVIDE PULL CWT-1 �I, 23 A7.3 21 HANDLE AT EACH H.C. - GB1C D- I rtjrroa�tttt�` - / \ 1 D R 1 STALL, T-0" AFF AND SNWiC - / \ 3 LO 6" FROM HINGE '1 - - o 0 S3 FD 22 I WASH BASIN 3 S3 2'-11" 2'-11" 2'-11" 5' 0" _ .__ °� 0 ___C? N Cl? D R T1 1 HK K B2C CLEAR - - - WT 1 �, / \ 2 I 63C ° `PD1 PD1C PD1 cc PD1 ® o TILE CORNER "' c� METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. TRIM, TYP. METAL TRIM AT BASE, TYP. 3 HB wASHf,BASIN I I I I I SN 1C MO SER 142I ® MIR2° ° T1 3 G61C 20 NORTH 21 EAST ST 22 SOUTH 23 WIJPILON T --E- -- -__EQ!T-61/4T-33/41-61/4T-33/4'1'-61/4T-33AW-71/4"+ } A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-0" A7.3 1/4" = 1'-0" A7.3 1/4" _= 1'-0" E�' 27 r �- �� f _ y Ig I NELSON EWC-R MIR2° ° 3 , I G61C GIRLS TOILET ELEVATION - 142 A R C H I T E C T S HB WASHIBASIN � WET30 JORDA CT. Os109 3 ch 1 I® I 1 $ 30 JORDAN LANE II � 3 ® 1 S3 PDiC BDCiCo 6 A5.3 URINAL (aso) 5 6 3 - 6 1 6 4 �u MIRROR TO BE SCREEN CERAMIC TILE ACCENTS EX CENTERED OVER Q � HD-R � _ � B2C JT � �- .. - - � TOILET- _ _ _ _ TYP. ILET R 3 SINK, P-1 PARTITION PARTITION \ / TITLE 3 TILE BEHIND ti., EP-1 E S _ _ _ \ - I T-� - 26 A7.3 25 MIRROR GB3C \ / \ - \ / ENLARGED PLANS �. ILE EDGE $.1 %-r Ei�,� - - -- TILE EDGE 5-0 I EP-1 EP-1 f RIM, TYP. / \ / I - \ / - O \ / TOILET ROOMS S 3 ss 6p BOYS TOILET - - � TRIM, TYP. -- � . - 23 ''� _ - -� - - �. - �- - _ - �- TILE EDGE � C - ' AND ELEVATIONS 143 OPEN Ok T 1 0�'f`N 8.2 r l A7.4 TRIM, TYP. X o MIR2 TILE CORNER 0 • CERAMIC "' - - - - / \ S3 EXP. JT • TILE, _ RIM, TYP. O WASH B _, ---- _ - - --- - - - - CWT-1 - GB1 � _ _ 0 BASIN - EWC R / \ 0 3/4 10 3/8" 45 5; 8 3I4" �" N -- �, P I "' Sao 4'-01/2" 1'-4" T 0 5/8" 14' 21/2" -rt - r -� DATE 11/02/2018 0 14 15 16 17 18 ®19 20 TILE CORNER TRIM, TYP. METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. \ METAL TRIM AT BASE, TYP. COPYRIGHT (c) METAL TRIM AT BASE, Moser Pilon Nelson Architects L .0 TYP. z TOILET PLAN 142, 143(BOYS' &GIRLS') 4 NORTH 25 EAST 26 WEST 27 TOILET ELEVATION -ENTRYDWG.NO. A7.3 " " o A7.3 1/4" = 1'-011 A7.3 1/4" = 1'-011 A7.3 1/4" = 1'-011 A7.3 1/4" = 1'-011 1/4 = 1-0 L A7*3 2 BOYS' TOILET ELEVATION - 143 O 00 <r M 92 PROVIDE PULL HANDLE AT TOILET SIDE OF DOOR, T-0"AFF AND 6" FROM HINGE O 1 TOILET PLAN 204 A7.4 1/41' = 1'-011 PTD1C - TILE EDGE G133C TPDiC EPDXY PAINT TRIM, TYP. TILE EDGE - GWB, EP-1 EP-1 TRIM, TYP. GB1C EP-1 GB2C TILE EDGE 1�23 CALL FOR �TRIM, TYP. I A7.4 AID HK CERAMIC GB2C- TILE, TILE, G CWT-1 -- 204 I TPDIC METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. 2 NORTH 3 EAST 4 WEST A7.4 1/4" = F-0" A7A 1/411 = 1'-011 A7.4 1/411 = 1'-011 TOILET ELEVATION - 204 A9.2 �_ ,5 3 3/8" 13'-6 7/16" 13-4 3/16" 5 5/8" �1 1 qlh 01,0101111110 iol 0 __ V-F 7/R" d'-R 1 /R n _ I M 3 • i SNW1C 1 D1C 3 3 SD1 1 SNW C C011 '1 GB1C 1 STOR. STO 1 GB1C M 8 HAN SINK CAB, CAB. I HAN SINK - -( BPDiC- - - - -- -- --' �- �*-TO 9ET YeD1C 8 C V A9.2 1 601, TOILET O N C�E9/Q - �- 208 - -- 53 . _ _ ._ . 9_ A7.4 1-6p'G N ` x 3 PTD1C 1 ® 3 V_4 3/4" 3 2'-41/2" 2' 101/8' 2' 3 3/8" Z-81/4" 14 15 16 17 18 8 19 r3�, TOILET PLAN 208, 209 1/411 = 1'-011 PROVIDE PULL HANDLE AT EACH H.C. STALL, 3'-0"AFF AND 6" FROM HINGE I 27 28 29 30 31 TOILET PLAN 219, 220, 223, 224 1/4" = F-O" TILE BEHI MIRROR C EDGE I, TYP. CALL FOR AID •••� •_ •••-• -• -,•--, lvlL 1!ll II IIIVI !l1 ✓/"IVLi 1 11 6 NORTH rTEA"QT A7A 1/41' = 1'-011 A7.4 1/411 = 1'-011 TOILET ELEVATION - 208 (SIM. OPP. HD. 209) EPDXY PAINT GWB, EP-1 FIRE ALARM STROBE, REFER TO ELEC. EDGE TYP. TOILET TOILET PARTITION PARTITION GB3C TILE EDGE TILE EDGE TRIM, TYP. TRIM, TYP. t CERAMIC SNW1C , ------- TILE, CWT-1 GWT� CERAMIC TILE, CWT-1 - °, - IVIL 1-1 1111-/l1 11 NORTH 12 EAST A7.4 1/411 = 1'-0" A A 1/411 = 1'-0" GIRLS' TOILET ELEVATION - 219 TOILET PARTITION TILE EDGE TRIM, TYP. EPDXY PAINT GWB, EP-1 SEES■■■ • ■■ME■■■ ■■■■■EN ■■M■O■ ■ME■EMMEMO son ■ -1■ ■ _ 1■ C1 __�■�_n■■■1 _ '■■■M■[: A■■■■■11� B■■■■r-- IMENESSINNN■1 SIB■■■■�■■■[� kit N ■■■■■ul■■■■m TOILET ACCESSORY SCHEDULE TAG DESCRIPTION MOUNTING LOCATION COMMENTS /]Qi �../U 1 I ❑CAD rDAQ DAD 41-n"I I ll_. l 1 �.111P Uni I V -V L (1 BAnI [KIT AT 41_n"ACC APIs All CQr)hA (`(1RNGR (U.N.O.) IvIVVl1 11 1 V -V -1 1 -1-1- v 1 I IV1v1 v I (U.AI .O.) GB1 C REAR GRAB BAR 3'-01 MOUNT AT 2'-0"AFF AND V-9" FROM CORNER (U.N.O.) G132 SIDE GRAB BAR 3'-61 MOUNT AT 3'-0"AFF AND V-0" FROM CORNER (U.N.O.) GB2C SIDE GRAB BAR T-61 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-6"L MOUNT BU 1.1 UM A 12'-6"AFF AND 2'-1 U" FROM CORNER (U.N.O.) HD-R RECESSED MOUNT WARM AIR HAND DRYER MOUNT BOTTOM OF DRYER AT T-0"AFF (U.N.O.) COORDINATE WALL OPENING WITH SELECTED UNIT HK ROBE HOOK 4'-0"AFF CENTERED ON DOOR PROVIDE AT EACH TOILET STALL AND TOILET ROOM MHK MOP AND BROOM HOLDER MOUNT 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 MIR3 FRAMELESS MIRROR 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 SD1 SOAP 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 TOILET PAPER DISPENSER MOUNT BOTTOM AT V-3"AFF AND 2'-0" FROM CORNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR IVIL 1 (lL 1 1 111V1 !l l idly L, 1 1 1 , SOUTH A7.4 1/4" = 1'-011 EP-1 T-0„ 23 \VAJ MIR2 1■■I■St I■■111■■�■■S. :1 a�■L ■I�IC�. 1 • 1 � t • - TILE EDGE TRIM, TYP. METAL TRIM AT BASE, TYP. BEYOND ( METAL TRIM AT 14 NORTH 15 SOUTH BASE, TYP. A7.4 1/41' = 1'-011 A7.4 1/411 = 1'-011 BOYS' TOILET ELEVATION - 220 FIRE ALARM STROBE, REFER TO ELEC. DWGS. TILE EDGE EP-1 TILE EDGETRIM, TYP. TRIM, TYP. 23 SNW1 A7.4 IMIR-1 TILE BEHIND MIRROR ° T1 �� - METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. IVIL 1 1. 111v1 I✓ , 1 1 . 17 NORTH 18 EAST 19 SOUTH A7.4 1/4" = 1'-011 A7.4 1/411 = 1'-011 A7.4 1/411 = 1'-011 TOILET ELEVATION - 223 (SIM. OPP. HD. 224) MIRROR TO BE CENTERED OVER SINK, TYP. TILE BEHIND MIRROR 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. REFER TO SHEET A6.1 FOR DOOR SCHEDULE. 5. HATCH INDICATES MILLWORK, REFER TO 10 SERIES DRAWINGS. _o_o_ 1HR. FIRE -RATED WALL CONSTRUCTION (TIGHT TO UNDERSIDE OF STRUCTURE ABOVE) �OO� 2HR. FIRE -RATED FIREWALL TILE EDP TRIM, T` CERAMI TILE, CWT-1 EPDXY PAINT GWB, EP-1 MIRROR TO BE CENTERED OVER SINK 0 co GV p _� CV 9 WEST A7.4 1/4" = 1'-0" I...........■■1 ■■■■■■■■ ■■■ IM■E■■■ ��i■l_-Jl_-JI iI:_i 1■ li�_i i■■�■EM■■■ METAL TRIM AT BASE, TYP. 13 SOUTH A7.4 1/411 = 1'-0" URINAL ' SCREEN TOILET .1 - ------ ---- -- - If ME IS imosomnii me MISSSEE ■■I11■■I SI■■■ S■■ 111■%Moommm ;i■III■■nil/ 1■EMNON III■�■ EE■ IM C S No ■� w� WEST 1/411 = 1'-0" EPDXY PAIN I GWB, EP-1 PARTITION GB3C TILE �GB2C EDGE TRIM, TILE EDGE TRIM, TYP. TYP. GBiC CERAMIC TILE, CWT-1 TILE CORNER TRIM, TYP. - METAL TRIM AT BASE, TYP. CERAMIC TILE LEGEND 1/4" = P-O" CERAMIC WALL TILE CERAMIC WALL TILE CWT-2 CWT-4 CERAMIC WALL TILE CERAMIC WALL TILE CWT-3 CWT 5 CERAMIC TILE ACCENTS CERAMIC WALL TILE, FULL HEIGHT ■■ 111■■■■■11■■ ■ ■ ■ EIS■■■■■■■ 1■■■ ■■■M INUMMIN an 10.!1■ 1■■■■■ ■■■ IEEE -M■■■1■ ■►.�E■�■■m■1■El.S1Vl■!I■■■ .. INN a ' �1■E■1■Mr -,o -=-- = �' ■ , EMI■■i�ai■I■■■ .. I■■M ■■0■■1111 1 ■■■1■■■■■■■■■ IEEE SE■■■1E!:H gS■I■■■■■■■ I■■ SEEM■1■\\'1 ■■�1■■■■■■■ IEEE ■■■E■� ■1 ■\AN, SEES■■■ moommi��1 SEEN METAL TRIM AT BASE, TYP. ELEVATION SOUTH 1/411 = 1'-0" ELEVATION NORTH 1/411 = 1141 REVISIONS CONFORMED SET MARCH 22, 2019 J I A I E PROJEC I IVO. 132-0088 N Phase 1 of 4 Q � O � � Z 0 [SOU � wzo O ��A z o W�� H � W W � :'Jr'CAPJp MOSER PILON NELSON ARCHITECTS TILE EDGE EPDXY GB3 TRIM, TYP. PAINT 30 J O R D A N LANE GWB, TPD1 WETHERSFIELD, CT. 06109 (860) 563-6164 EP-1 TILE EDGE TITLE TRIM, TYP. CALL FOR AID TILE (BELOW) PTD1C 62 SEALANT, ALL SIDES - ENLARGED PLANS FRAMED MIRROR, FURRING AS REQ'D �' AND ELEVATIONS - CERAMIC - TOILET ROOMS TILE, CWT-1 METAL TRIM AT BASE, TYP. Zo WEST A7.4 1/411 = 1'-011 MIRROR EDGE DETAIL 3" = 1'-0" DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A7*4 REVISIONS TOILET ACCESSORY SCHEDULE CONFORMED SET TAG DESCRIPTION I MOUNTING LOCATION COMMENTS MARCH 22, 2019 el_ oi DCAD roAo DAD 91 n"I hAnl IAIT AT _nuACC AAIn a" YI CDnkA (DRICD (I I AI l70I nLmmn unmL) Unrl v-V L IVIIJ VIN 1 rNI v_v PV 1 nlVV V 1 I IVIvl VVI IIVLI V.IN.(l.� V GBiC REAR GRAB BAR T-01 MOUNT AT 2'-0"AFF AND V-9" FROM CORNER (U.N.O.) 3" 8'-21/2" EPDXY PAINT GWB, GB2 SIDE GRAB BAR T-61 MOUNT AT 3'-0"AFF AND V-0" FROM CORNER (U.N.O.) EP-1 GB2C SIDE GRAB BAR 3'-61 MOUNT AT 2'-0"AFF AND V-0" FROM CORNER (U.N.O.) 1'"6" 1' 6" GB3 VERTICAL GRAB BAR V-6"L MOUNT BOTTOM AT 3'-4"AFF AND 3'-4" FROM CORNER (U.N.O.) FIRE ALARM TILE EDGE TRIM EP-1 STROBE, REFER TYP. GB3C VERTICAL GRAB BAR 1' 6"L MOUNT BOTTOM AT 2' 6"AFF AND 2' 10" FROM CORNER (U.N.O.) EP-1 EP-1 TO ELEC. DWGS 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 GB1C SDI i TILE EDGE TRIM - HK ROBE HOOK 4'-0"AFF CENTERED ON DOOR PROVIDE AT EACH TOILET STALL AND TOILET ROOM _T H SINK TYP. TILE EDGE TRIM r TILE EDGE TRIM GB3C MHK MOP AND BROOM HOLDER MOUNT AT 6' 0"AFF OVER MOP SINK PROVIDE AT EACH MOP SINK OILET 23 } - TILE BEHIND TYP. TYP• r A7.4 I11 ,j � � % �'f ' ` -CALL FOR MIR1 FRAMED MIRROR 2'-0"x3'-0" MOUNT BOTTOM AT 3'-4"AFF (U.N.O.), CENTER ON SINK/LAV Y _ 210A QQ� 2 6 MIRK MIRROR AID MIRK FRAMED MIRROR 2' 0"x3' 0" MOUNT BOTTOM AT 3'-0"AFF (U.N.O.), CENTER ON SINK/LAV GB3C ,G�� f Ti r TD1 - B2C MIR2 FRAMED MIRROR MOUNT CENTERED ON SINK/LAV SEE ELEVATIONS FOR SIZE CWT 1 MIR3 FRAMELESS MIRROR SEE ELEVATIONS FOR SIZE GB2C �O ;� 5 A7.5 3 SDt 210A 4 -I _ - p PTD1 PAPER TOWEL DISPENSER MOUNT AT T-4"AFF (U.N.O.) FURNISHED BY OWNER, INSTALLED BY CONTRACTOR V _ ° PTD1 C PAP R TOWEL DISPEN ER MOUNT AT 3'-0"AFF U.N.O. FURNISHED BY OWNER INSTALLED BY CONTRACTOR 6 GBic �I 1 H 6 TD1 T1 210A - - SD1 SOAP DISPENSER MOUNT BOTTOM AT T-4"AFF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR p N M N - 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.) STATE PROJECT NO. - METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. 1PD1C SNW1 C SANITARY NAPKIN DISPOSAL MOUNT AT V-7"AFF (U.N.O.) 132-0088 N METAL TRIM AT BASE, TYP. TPD1 TOILET PAPER DISPENSER MOUNT BOTTOM AT 2'-0"AFF AND 2'-6" FROM CORNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR Phase 1 of 4 12 13 TH WEST TPD1C TOILET PAPER DISPENSER MOUNT BOTTOM AT V-3"AFF AND 2'-0" FROM CORNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR 2 NORTH 3 EAST 4 SOU 5 A7.5 1/4" = 1'-0" A7.5 1/4" = 1'-0" A7.5 1/4" = 1'-0" A7.5 1/4" = 1'-0" 1 GENERAL NOTES TOILET PLAN 210A, 211 A, 214A TOILET ELEVATION - 210A (SIM. OPP. HD. 211 A, 214A) A7.5 1/4." = 1'-0" 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 1'-1" 1'-10 3/4" 6-31/8" EPDXY PAINT GWB, EP-1 RATINGS. 3. REFER TO SHEET A0.3 AND A0.4 FOR WALL AND PARTITION TYPES. FEC SR BEHIND TILE E 4 REFER TO SHEET A6.1 FOR DOOR SCHEDULE. O EP-1 TILE EDGE TRIM 5 HATCH INDICATES MILLWORK, REFER TO 10 SERIES DRAWINGS. O- - G --- -- - - -- MIRROR i` TYP. 3 T D1C B2C EP 1 GB3C EP-1 'r' _��_�_ 1HR. FIRE RATED WALL CONSTRUCTION !, 1 O T TO UNDERSIDE OF STRUCTURE AB ;_ _ • TILE EDGE TRIM � . / 7 s�' PTDi TYP. TILE EDGE TRIM f TILE EDGE TRIM j =23 % (TIGHT ABOVE) GBiC `c ALL FOR TYP. TYP. rLMIR �� 2HR. FIRE -RATED FIREWALL ' \ O v AID 10 A7.5 8�`�� 1 TD1 - - 230A �C4V 1 6 - 1- iil TT� V1 TOILET HANDS '- i i O DIG - CERAMIC 230A Zo i AND SINK - H •I �* TILE, GB2C CWT-1 113110-9 _ 230A TPD1C :IT t44:4-1 I METAL TRIM AT BASE, TYP. -r METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. -' METAL TRIM AT BASE, TYP. 6 � Ao 32 33 , NORTH g EAST 9 SOUTH to WEST E� A7.5 1/4" = F-0" A7.5 1/4" = 1'-0" A7.5 1/4" = F-0" A7.5 1/4" - 1'-0" � � ��1lll�0 6 TOILET PLAN 230A, 231 A TOILET ELEVATION - 230A (SIM. OPP. HD. 231 A) w A A7.5 1/4" = F-0" O F Z \I 8�-Y IVY /il r 1 I R "w GB1 C O 6 EPDXY PAINT M 1 HK � TILE EDGE TRIM EP-1 TILE EDGE EP-1 GB3C EP 1 o j GWB, EP-1 HAND SI K ` - TYP. TRIM TYP. TILE EDGE T1 \ TRIM TYP. TRIM TYP. �- _ TILE EDGE TILE BEHIND L \ 23 MIRROR [� 60 C<Fg9 6 T HK ADLL FOR GB3C AZ.4 I� MIR INSUL. EXPOSED �1 13 i- D1 7.5 PTD1 XA TD1 - �- TOILET -GB2C PIPING, TYP. S3 B1C 14 237A 1 YA t- 237A TPD1C GB2C _ 6 - CitVT-1 - TPD1 C ° 3PD C O WT 1 +� CERAMIC TILE, _ j 6 A�1a/ CWT-1 METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. `' METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. 12 NORTH 13 EAST 14 SOUTH 15 WEST A7.5 1/4" = 1'-0" A7.5 1/4" = 1'-0" A7.5 1/4" = 1'-0" A7.5 1/4" = 1'-0 I1 11 TOILET PLAN 237A, 251A, 252A TOILET ELEVATION - 237A (SIM. 251A. OPP. HD. 252A) 1/4" = F-0" El 2 gbh 6 247A A FIRE ALARM STROBE, REFER TO ELEC. H `j DWGS. 1 \ j EP-1 EPDXY PAINT �fir' y ND SINK Q, 1 TILE EDGE TILE EDGE GWB, EP-1 Pr 6 RA TILE EDGE EP-1 TRIM TYP. EP-1 / TRIM TYP. TILE EDGE Mfli'l G , / TRIM TYP. J - D1 6 r' TILE BEHIND i TOILET PTD1 w '; G63C ! z i' TRIM TYP. SD1C MIRROR i 23 T1 247A CALL FOR INSUL. r A7.4 j BiC 1C T1 6 AID HK _ Ti EXPOSED MIRK J - B2CA,, / GB2C- TD1 _ ` ° - PIPING, TYP. I - -- TPDiO SD1C GB3C 1 _. B3 1 - �O _CWT-11 CERAMIC B2C -� TILE, CWT-1 -' - i 0 - TPD1C PTD1 •�L!!►atrstl.►rry, 6` PD1G - � 3C TOILET s (- - -� ��+��N� j 238A 6 fy J�.ICAIN 60 CLEAR TPD1C �- METAL TRIM AT BASE, TYP. METAL TRIM AT -METAL TRIM AT BASE, TYP. ;:'J•� F,•,, c, CB1(C 17 METAL TRIM AT BASE, TYP.BASE, TYP. 1,- 18 H r7020 a A7.5 S3 1 C 20 Ir ; ' N,-. 19 1 NORTH EAST SOUTH WEST "'aA1�� t\ SW 1 17 18 19 20 d' 6 A7.5 1/4" = 1'-0" A7.5 1/4" = 1'-0" A7.5 1/4" - 1'-0" A7.5 1/4" = 1'-OII 16 TOILET PLAN 238A, 247A TOILET ELEVATION - 238A (SIM. OPP. HD. 247A) MOSER FIRE ALARM PILON PROVIDE PULL HANDLE AT STROBE, REFER EPDXY PAINT NELSON GWB, EP-1 TOILET SIDE OF DOOR, TO ELEC. A R C H I T E C T S I I T-0"AFF AND 6" FROM HINGE 3 HK GB3C 2 DWGS. CERAMIC 30 JORDAN LANE O TILE EDGE EP-1 TILE BEHIND 140.1 B2C A 1 63C 3 . EP-1 EP-1 10• MIRROR GTRIM TYPCWT-1 TILE, SIM W ETHERSFIELD, CT. 06109 ' / DiG 1 2 CALL FOR r PTDiC TILE EDGE TO . 10. AID , FILLER / \ \ FILLER / - - TRIM TYP. TILE EDGE _ TITLE - GgiC gp"CLEA.� I1 AB TPD1C �,~ PANEL PANEL TRIM TYP. I A 4� ± r' Q2 S6 1 22 GB2C HK / \ / \ HK INSUL.EXPOSED G61C ENLARGED PLANS Ti TOILE ° QB OR r` TD1 PIPING, TYP. MIRK $D1C B2C AND ELEVATIONS - ©- 25- -A7.5- 23 F140 To tu 140.1 140. TOILET ROOMS L.1 24 - C")A13 -_ o _ \ / TPD1C M HAND SINK<Tl> 1 0 - _ CWT-1 140.2 HK WT�1 METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, TYP. METAL TRIM AT BASE, 00 11'-2 3/8" ! 8'-31/8" TYP. N PROVIDE PULL HANDLE AT DATE 11/02/2018 ' TOILET SIDE OF DOOR, 22 NORTH 23 EAST 24 SOUTH 25 WEST COPYRIGHT c T-0"AFF AND 6" FROM HINGE Moser Pilon Nelson Architects 14 15 16 17 A7.5 1/4" = 1'-0" A7.5 1/4" = 1'-0" A7.5 1/4" = 11-0" A7.5 1/4" = 1'-0" E DWG. NO. 21 TOILET PLAN 140 TOILET ELEVATION - 140 z A7.5 A795 a_ REVISIONS CONFORMED SET MARCH 22, 2019 19 (20)21 22 31'-7" 5'-6" 6'-0" 1'-4" 6'-0" 1'4' 6'-0" T-10" N 3' 0" 3' 0 3' 0 3 0 3 -0 3' 0" 3'-31 /4" 1 111 OPEN BASE OPEN BASE OPEN BASE OPEN BASE OPEN I BASE OPEN BASE OPEN ASE CA .W f�KSTATION �1'-OBASE 5/8" PROVIDE (2) 2-1/2"0 HOLES AND ASE CAB. 0° n ' MB GROMMETS AT EACH z w U 3- - - - - - -- TEACHER'S STATION COUNTER i, 3 HI' T C o _� FILLER CAB. D3 '_' `" Q m N U W Q DEVICE co � CHARGING MB m CABINET w CLASSROOM: m GRADES 3-5 °¢° F2121/ ,z WAP NOTES AND ELEVATIONS 0 TYPICAL FOR GRADES 3-5 V M m CLASSROOMS mL 5f ISP j\ J W CL 7 \ PROJECTOR I mTI3 ABOVE (NIC,) , 1Lu- - - - - - r, 6 Q 0° �/ ' F1w O I- O¢ r' CIO/ - 1 8 5/8 1 6° BASE CAB. M O 3'-6" 3'-6" 3-6" 6' 6" ®I TO 6 O - - f BASE CAB. - -BASE CAB.- - BASE CAB." I-SINK/BUBBLER WARDROBE - -- - A7. N 8 XO - ^ FILLER BOX S3 212 AF I FILLER BOX FE 3 6'-5 3/4" T-0" (7) LOCKER UNITS 1'-0" 7-0" (7) LOCKER UNITS 3' 3" 5'-8 3/8" 12"Wx12"Dx30"H DBL-TIER " 12"Dx12"Dx30"H DBL-TIER TYPICAL GRADES 3-5 CLASSROOM PLAN 212 \(1?AI 11 '1 ant] 71 1; CTV 1 1 l `1\l V l. La 1 J U.11 %A L✓ JL✓ " 11 r JL. I 1/4" = 1'-0" I 8 2 BASE CAB 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 6 I 3 UBBIECUBBIECUBBIECUBBIECUBBI CUBBIECUBBIECUBBIECUBBIECUBBIE TB r. w 10.1 6 v? m S3 S3 _ -- - - S3 0 Hi'0 3 w bo jzo m 6 Toll T 4 r- ZD 21 A w 6 210A m lu g T U I -- i I II I Lu M o 6 _ o I I o m <Lu- o O I M Q o ®I I m w z m = a I I WAF w CL o O I I CLASSROOM- uj W M mac KINDERGARTEN i` m : - w I I I I 210 ISP i w ¢ 1 -', I� Q0 m w U) w 4 A8.7 2 / �\. " m 0 0 \ a i I 3 PROJECTOR ui z I NOTES AND ELEVATIONS ABOVE (NIC) -1 M o Cd Q TYPICAL FOR KINDERGARTEN m ' CLASSROOMS m 04 m z ` DEVICE I I I - - CHARGING I I M w N W CABINET m m PROVIDE (2) 2-1/2"0 HOLES AND z w GROMMETS AT EACH D3 0 6 I I TEACHER'S STATION COUNTER Al I ` a 2'-0" I I -T m MBI I B CAB. w K-,-BASI OPEN3-0" 3-0" 3-03'-0" 11'-11114" 3S /4 L ( m o BASE OPEN BASE OPEN BASE OPEN BASE OPEN BASE CA .W RKS TION `V Q I z Lu ©/:CL Lu F71A C 10. 19 6 U (— DOWNSPOUT TYP. I I I 54" 6-0" 1'4' 6-0" 1'4" 6'4" I 32'-4" i 12 13 14 15 16 17 TYPICAL KINDERGARTEN CLASSROOM 4 (RM 211 and 214 SIM.) A7.6 1/4" = 1'-0" 6'-4" 18 210 23 24 FILLER BOX 26-10" T-0" (7) LOCKER UNITS 1'-0" T-0" (7) LOCKER UNITS 3 12"Wx12"Dx30" DBL TIER 12"Wx12"Dx30" DBL TIER Ic TB ny-0 3'-6" 3'-6" 1 6'4" 2'-111/4" x , a BASE BASE CAB. SINK/BUBBLER ® WARDROBE TU 1'-5 3/4" m % ' M a BASE CAB. m o U UJI r> ¢ m m TB a W )' z W CL co o co w m ao j , w r coo WAP m coQ w 9 C, w 12 A8.7 10 Q CLASSROOM: U GRADES 3-5 ¢ 216 m DEVICE NOTES AND ELEVATIONS CHARGING TYPICAL FOR GRADES 3-5 _� U W CABINET CLASSROOMS m PROVIDE (2) 2-1/2"0 HOLES AND 6 GROMMETS AT EACH TEACHER'S STATION COUNTER MBI 1'-111/4" BASE CAB.., T-0" 3'-0" 3'-0" 3'-0" T-0" 3'-1 1/2" BASE CAB. BASE CAB, BASE CAB. BASE CAB. BASE CAB. BASE CAB. 216 1"Ir m- - __ - CLASSROOM: GRADES 3-5 2'-6" 2'-6" 2'-43/8" 226 BASE CAB. BASE CAB. BASE CAB. S- -- — -- —-- — S.1 ` MB 671' co cwn cu 3'-0" 3,-0" PROJECTOR 225 SORTER CAB." BASE CAB. ISP ABOVE (NIIC) zo U I 1'-1 3/8" 1'-11" 6 CI? T M 3 I (� CORRIDOR cn I z ISP / F V. Y = I-�_ PROJECTOR ABOVE (IVIC) \ II v FILLER � BOX i MB 1 -z w D3 W o m �o ,�_ N w = co o 3/1' m O — - BAS CAB. TR O I3 -3 3 a WORKSTA ION 3 00 VD = — � 3 / O 17/ � 'VIl "' F N Ld 0 I 1 V 6'-0" l'-4" 6'-0" 1'-4" 6'-0" 26'-10" TYPICAL GRADES 3-5 CLASSROOM PLAN 216 (RM ?] 7 �.1 R and AT ,T NCB- 1 A202; A203 STM:) \.a. ILl V Z• r Z / , r Z V rrll Sri 1/4" = 1'-0" � TYPICAL GRADES 1-2 CLASSROOM PLAN 237 5 (RM. 230, 231, 238, 247, 251 and 252 SIM.) A7.6 1 /4" = 1'-0" CM Y W o co m m Cl) 19 B 13,S3 0 0 1 CO ¢ I �� m ' CLASSROOM: m ,m,, GRADES 3-5 = No n W ''25' m I b m WAP NOTES AND ELEVATIONS o ' TYPICAL FOR GRADES 3-5 - o `o z CLASSROOMS v o 13 co m N T � 16 A8.7 14 m � I 11-1,\ ' O co _ U _ T 15 0 w - w -- r Q U j m m w ¢ - I — 1= �o U o U 6 m ' CO � �� m m m O M � N ¢ m r m w M ao DEVICE CHARGING o w -- m ¢ CABINET �\� __ M ¢ - m m U C' / .- - m m E O , 3 DOWNSPOUT, TYP. T-6" 3, �, �, �, �, �, F, y q„ �, �„ DOWNSPOUT, TYP 1'-10 3/4" BASE CAB. " BASE CAB. BASE CAB. OPEN CAB. OPEN CAB. BASE GAB BASE E CAB. BASE CAB. 1'-3 3/4' BASE CAB. 32 33 34 TYPICAL GRADES 3-5 CLASSROOM PLAN 225 (RM 226, 227 and 228 SIM.) 1/4" = F-0" STATE PROJECT NO. 132-0088 N Phase 1 of 4 O O � INV A O A O u O �_ ^= vn O I"00. W o A� W ENO M■iy #7020 .f`'J'IJU»sttii� �� 1 MO SER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE ENLARGED CLASSROOM PLANS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A796 REVISIONS CONFORMED SET MARCH 22, 2019 0 0 N N t` 0 N i. E z U 43) z 0- O CJ CJ . PAINT GWB P-1 -30 1 101.4 \/ \ VESTIBULE 101 - EAST 1/411 = 11-011 W DC T VIVU PROTECTION 1L n CORRIDOR 102 - 1 /4" = 1'-011 EAST VESTIBULE T6i - S 1/411 = 1'-0" CARD READER, REFER TO TECH. DWGS. UNIT HEATER, REFER TO MECH. DWGS.Lu O UTH HVAC GRILLE, REFER TO MEP DWGS CORRIDOR 102 - SOUTH 1/411 = 11-011 I w I CAFETERIA 103 - NORTH 1/4" = 1'-0" CAFETERIA 103- SOUTH 1/411 = 11-011 /7 / 7'-8"� 0 -,' Ch AC ENT- . . P-1 PAINT GWB P-1 N 0 N A P 1 1N AW 1 _ C }' g_ CE A P-1 -- M _ CID OP CV _ t _ U AWP, ACCENT:- �. PAINT GWB P-1 PAINT GWB P-1 PAINT GWB P-i AWP f. >vVP=1 WP=i. �A. P= A EN1 R` - EN'T` P B:AGC T.`' 8 CC 8 ACC EN PAINT GWB P-1 PAINT GWB P-1 A9.2 O.H. COILING DOOR — WALL PROTECTION O.H. COILING DOOR CORNER TRIM, TYP. n CORRIDOR 102 - NORTH VV AL LV II V LI I LVl.7L 1 I SIM, 1 I 1 13 CAFETERIA 103 - WEST A8.1 1/411 = 11-011 1/4" = F-0" DISPLAY CASE DISPLAY CASE i C i /M OP AI Itll AI -1 AI A-' PAINT COLOR VARIES to--_ CAFETERIA 103 EAST 1/4" = 1'4' i i i AESS Ex OSED STRUCT WALL ROTECTION, W P-1 C L. BEYOj�IPAINTED CJ P-1 17-1 E l / E\, r 1 f. VESTIBULE 101 WEST 1/411 = 1 1-011 PSIM DISPLAV CASE DISPLA CASE / — PHO T OLUMINESCEN T BASE, REFER TO CODE PLAN, RB-2. i LIIAI 1 1 1 In I V I IL, 1 1 1 . Fff DECORATIVE PENDANT — HVAC GRILLE RELOCATED SIGNAGE FROM EXIST. BUILDING DEDICATION PLAQUE DWC-1: VINYL GRAPHIC ARTWORK ON ENTIRE WALL (DESIGN PROVIDED BY OWNER/ARCHITECT) PAINT GWB P=1 WALL PROTECTION, WP-1 n U fInIl IAI(? nnnO Aw "I' /kCcNT.p�t1NT M . o CV `r: P}B-A CENT.I?>�INT ------- --- t' T H R- -� -�--00 � t ----- 1 C 1 CD OP A9.2 � o 7 WALL MOUNT LIGHT %f 411.4 WALL PROTECTION, W P-1 N PHOTOLUMI ESCENT BASE, REFER TO CODE PLAN, RB-2 R. CORIDO R 102-NORTH 1/411 = F -0'1 CORRIDOR 102 - S 1/411 = 11-011 Ann11C-Tin 1-fAAlr1 P CAFETERIA 103 - SOUTH WALL PROTECTION, WP. EDGE METAL TRIM, TYP. 1/4" = F-0" O.H. COILING DOOR 2 2121/19 BID SUPPLEMENT 2 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 G°kNl��'', �`h� �oJNCAN p 'ems r iaG20 _ :iJiSSt bfOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE INTERIOR ELEVATIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A8.1 EXP. JT. AND COVER — STEEL LADDER TO ROOF REVISIONS CONFORMED SET MARCH 22, 2019 III i i +ice i i I o -- - - -- --i P-1 r Nr7f V�_l 261 NOWT BASE, SEE SCHED. I I w/1 rlljl4A CORRIDOR 114 -WEST 1/4" = 1'-011 it ■■■■■.■■ ■ ■■■■■■■.1�■s■11 SEEMS IN 1, —1470i WE J■■1■■■■■■■r■�■■■ICI■■■■■■■■ ■■■■■■1 1 ■■■■■■■■■■M■■■■■■■__■■■■■■■■■ ■■■■■■ 1 ■■■■ ■■■■■■■■■■■■■I■I■■■ ■ ■■■■■■i 1 1 I 1 ; 1■■■■ �■■■■■■■■■■■■it■!i■■1 ■ !■■■■■■ NNEW ■■■■1■■■■■■■■■■ ■I■ ■ ■■■■■■1 1 In__�__. /1/�1/'.■r�''��'��'1MENEM �"1� !!�I�i!r'�� fir• �r1/.i I��'/1■■i'II■vr�r■ ■v��INE �1! IY��1■1'�■ KE 4"=F' 61.A5 P-1 12 10.1 3'-3" 3'-3" 3-0" T-0" 3'-0" T-0" 3'4".� T-0" T-0" '— I I 1 - !/ N 12 10. R 10 II 2'-1 3/8" 6-6" 3'-0" 3'-0" 3'-0" 1 3'-0" �. 3'-0" 3'-6'-01 MED] 1/4" = F-0" ACOUSTIC PANELS AWP-4 PAINT GWB P-1 AWP-2 AWP-3 AWP-6 AWP-2 AWP-6 / AWP-3 AWP-4 \ ! 113 112 MEDIA CENTER I I I - WEST 1/4" = F-0" P-1 MILLWORK BASE, SEE SCHED. 1'-9 3/4" f'2'-6" 2'-6" 2'-6" 14 3l8" ��— MEDIA CENTER I I I - SOUTH 1/4" = F-0" 1 . 1 PAINT GWB P-1 13 MEDIA CTR I I I - N A8.2 1/411 = F-0" / WP-1 REFER TO CODE PLAN, RB-2 WP-1 1/411 = 1'-011 0 co PROJ. _ (F:F.E.} 15'MB BASE, SEE SCHED. 2'-6" I 2'-6" 2'-6" 2'-6" 2'-6" 2'-4" A f1rU IC�TIn n A AIM n to MEDIA CENTER 111 - SOUTH 1/4" = F-0" OPEN ,f i 12 PAINT GWB P-1 1 t0.t 10. — _ V _ j _ _ ell 2"{� 3'-0" 1 3' T-0" 3'-0" 4'-0" 4' 0" :771 1� nAnr- rr C+nl_Imm 1/4" = 1'-011 07Co ��__ _U —PAINT GWB P-1 V-REVEAL �j Y 127 WALL PROTECTION, / W P-1 / 19 CORRIDOR 114-N A8.2 1/4" = 1'-0" PAINT GWB P-1 f � 132. W P-1 t P]LJ(lTl11 i IRAIAICO/�CAIT DAOC REFER TO CODE PLAN, RB-2 CORRIDOR. 114 - SOUTH 1/4" = 1'-0" 2 2/21/19 BID SUPPLEMENT 2 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 � O z Ao H wzo O ��A z O W",b� o � H � W E� W C ONJV ter `f �s. #70 l4IR�d`��., MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE INTERIOR ELEVATIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A8*2 MAILBOX MILLWORK REVISIONS CONFORMED SET MARCH 22, 2019 1 2119/19 BID SUPPLEMENT 1 I 2 2/21/19 BID SUPPLEMENT 2 / I C ER 1 I I � 10i.6. \ BASE. SEE SCH MAIN OFFICE 115 - NORTH 1 /4" = 1'-0" 6 PRINCIPAL 118 - WEST A8.3 1/4" = F-0" PAINT GWB P-1 N - ' CP 3` b 0 (V r r r r r 2'-1" 3'-0" 3'-0" 3'-0" 3'-0" 3' " t B SE, SEE S ED. l TEACHER WK RM. 120 - S P-1 E PROJ. (F.F.E.) 10'MB I I I I \,.�-�,�SEESC�HED. CONF. 117 - E A8.3 1/4" = 1'-0" tiF O � MAIN OFFICE 115 - EAST 1/4" = 1'-0" P-1 — BASE, SEE SCHED. g CONF. 117 - S A8.3 1/4" = F-0" TEACHER WK. RM. 120 - WEST 1/4" = F-0" A8.3 1/4" = 1'-0" PAINT GWB P-1 3' 0" 3' 0" 3' 0" NA 0, LK — — — — — �_ ❑ - - .H _U 10.1 OP 2'-1" 5'-11" 3'4" �— ASE, SEE CHED. HEALTH ER IC S 1 4- S O TH 1/4" = F-0" P-1 it 129 128 - - 127 f � - O O O �� CV — ASE, SEES HED. 2' 0" I 4' 6" ART 127 - SOUTH 1/4" = F-0" If� � � I I I�� 14 i PAINT GWB P-7 10. \ PAINT GWB P-77F it !i li / 11 1' OPEN TO(BEYOND opr / \ / 2'-6" 2-6" 12'-6" 2'-6" BASE, SEE CHED. —�' B SE, SEES ED. MAIN OFFICE 115 - SOUTH 1/4" = 1'-0" 9 SPECIAL ED. 119 - E 10 SPECIAL ED. 119 - W A8.3 1/4" = F-0" A8.3 1/4" = 1'-0" FACUILTY LOUNGE 121 - NORTH 1/4" = 1'-0" n EXAM 125 EAST77771 A8.3 1/4" = F-0" 20 EXAM 125 - NORTH A8.3 1/4" = 1'-0" 1 12 P-1 10. 10.1 0" 3'-0" 3'-0" 3'-6" T-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 31 /4" PRD OR. II II II II 3' 6" 3'-6" 1'-6" 3'-0" 3' 0" 3' 0" T-0" 2 BASE, EE SCHE ART 127 - WEST 1/4" = F-0" 1/4" = 1'-0" 2'-91/2" 2'4" 2'-9" 2'-9" 2'-9" ART 127 - NORTH 1/4" = 1'-0" PRINCIPAL 118 - - A8.3 1/4" = 1'-011 A8.3 1/4" = 1'-0" 1.1 TEACHER WK RM. 120 - N 1/4" = 1'-0" P-1 1 PROJ. (F.F.E.) I I 15'MB SEE ART STOR. 128 - NORTH 1/4" = F-0" PAINT GWBJF -1 II 11 CU TAIN CURTAIN CUI3I �AIN AND AND AN'D RACK TRACK TRACK CUBICLE CURTAIN, QC-1 �G A8.3 1/4" = F-0" I I CURTAIN AND TRACK I I HEALTH SERVICES 124 - 1/4" = 1'-0" FLAG 2'-6" 1 2'-6" 1 2'-6" 1 2'-4 3/8" 1 10. P-1 3' 0" 3'-0" 3'-0" 3'-6" 3'-6" 5 3/4" MCA A - - N 18 N _ y _ _ �— BASE SEE SCHEID ART STOR. 128 - SOUTH 1/4" = F-0" PAINT GWB P-1 BASE SEE NORTH 27 KILN 129 - SOUTH A8.3 1/4" = 1'-0" EAST STATE PROJECT NO. 132-0088 N Phase 1 of 4 04" MO SER PILON NELSON ARCHITECTS 30 JORDAN LANE WET HERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE INTERIOR ELEVATIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A893 WALL PADS, GWP-1 GYMNASIUM 132 -SOUTH 1/All = 1'-0" 0 0 N 0 N is E z v A) z PAINT GWB, P=5 ..:PAkT P-5 nAIAI- n/ll n /nr- AAAn C-nl In -I M n 4 -%/n nAIA1- nllnf /r•r'il Wen C•-nl in-i Inr• 1IAII_IME!f -\/n GYMNASIUM 132 - NORTH 1/4" = F-0" PAINT COLS./BEAMS STRUCTURE P-1, TYP. 7777 cy_ CL _, 2 r. _l� 4-0 u TYP: ,':-';. . PAINT GWB P-1 - Y WALL PADS, GW -1 NALL ADS, WP-1 BASE, SEE SCHED. A8.4,/ 1/4" = F-On 4 YMNASIUM 132 - WEST A8.4 1/4" = F-0" r— PAINT .GWB, P-5' Ili PAINT ROOF/CEILING STRUCTURE'WHITE', TYP. -_------- -- ---- - PAINT GWB, P-5 - PAINT-GWB,.P-5 ,r I•. • l . }. i - 2 2 -2 -2 2 I� _ PAINT GWBP=1 PAINT.GW:B P-1 L- - �. _ 2 .f _ _ - _�3i Sty` _ _ _ - _ _ _ .v.�q:.;C-: - r{�:'•':a _ _ _ _ x� - if- - .�+�X- ._� }�'�J'•�!` (��'iE. fit= f' �1 1'1 • - Y•. U(LOGO).. XPAINT-Wr--: .7 _ {? I {� '•f / \ WALL / ALL WALL /n132.3\ � WAI 134.1 a PADS, 1 4.2 ADS, PAD \ / GWP 1 \ / WP-1 GW \ GWF EWC-Rnnn WALL PADS AT DOORS, COORDINATE WITH HARDWARE PAINTED MDF WITH 1/2" REVEALS A,T 4'4 o.c. A n nnini- nnnrrinr_u 1111n 0-nt in-i 1mr:7 IIA/L Mr. -rvn WALL PADS AT DOORS, COORDINATE WITH HARDWARE 2 REVISIONS CONFORMED SET MARCH 22, 2019 2 2/21/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of a 0 0 x U � � o Q � wv� w A Cn was w W _. aeff•�u,._ M 0 S R iILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE GYMNASIUM ELEVATIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. REVISIONS CONFORMED SET MARCH 22, 2019 A8.5J 1/411 = 1'-01' FLAG PAINT GWB, P-8 STRUMENTAL MUSIC 143- NORTH 16 I_ 2 6 I_ 2 6 ,� 2 6 2 6 � BASE, SEE SCHED. GENERAL MUSIC 144 - NORTH 1/4" = F-0" CORRIDOR 130 - E 1/411 = 11-011 F1 z PAINT GINB P-1 P-1 PAINT GWB P-1 11 o — — zo — — N. Y IB 137 � I� WA i D N 2 '-0" 3'-3" i 3'-3" 3'-0" BASE, SE SCHED. 2 n A 0 / S SI 14 - E A8.5 1/411 = F-0" �,■�■■■■■��■�� 11 MEMO 1.1.111111111101 IMEN ■■ Olson011E 1%'1■■� SEE 1w I �AZOMR T-0" 3'-0" 3'-0" i 3'-0" i 2'-6" i 6'-6" L-IVILI'SIC I"44 --EA 1/4" = F-0" pr _. ------ --_ I I ��— BASE, SE SCHED. PLATFORM/INSTRUMENT MUSIC 143 - SOUTH 1/4" = F-0" GENERAL MUSIC 144 - SOUTH 1/4" = F-0" PLATFORM/INSTR. MUSIC 143 - W 1/411 = 11-011 VVI 11VL11 II111v1, 1 II . -- Il I.-, I II . ••• . CORRIDOR 130 - W 1/4" = F-0" W H-1 vvt'-1 vv r- i WP-1 ELEMENTARY INTENSIVE 137 - NORTH 1/4" = 11-011 1G A8.5 1/411 = 11-01' � ELEMENTARY INTENSIVE 137 - WEST 1/4" = F-0" 2 2/21/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 � O [SOU O z w�� O W�� w N W k MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE INTERIOR ELEVATIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. -- V-REVEAL V-REVEAL REVISIONS CONFORMED SET MARCH 22, 2019 4 3/4" -3'-0". F El TF El El EST MULE 201 - WEST 1/4" = F-0" K-5 1V 1/4" = F-0" 12 P-1 PAINT GWB, P-6 3 3'-3 V-111 21 i fV 10.1 206 - 0 N fV . f—J , BASE, SEE SCHED. 6'-41/8" 1' ' OP/PT 206 - NORTH 1/4" = F-0" • • �- IhIM O KIPASme f� ■ I 1/4" = F-0" E 203 - NORTH 1/4" = F-0" V-REVEAL -- P-1 4/1 05.1 ao�;•; . _ 1'-6 3/8' T-0" 3'-0" Np -- BASE, SEE SCHED. E IC LL FRAGI E 2 3 - AS P-1 PROD. �� (F.F.E.) - FLAG . ¢ _ - 12 iTB' - 15 - -a I I 15'MB 6' [V ii 2' 6" 6" 2' 43/ " 2j ,2' BASE, SPE SCHED. �" ' OT/PT 206 -EAST 1/4" = It-0" WALL PROTECTION, WALL PROTECTION,__ WP-1 WP-1 CORRIDOR 202 SOUTH 1/4" = F-0" K-5 MEDICALLY FRAGILE 203 - SOUTH 1/4" = F-0" OP/TPT 2 1/4" = F-0" OUTH \/ Mr\/CAI El Ll El 4 CORRIDOR 202 - W A8.6 1/4" = 1'-0" g K-5 MEDICALLY FRAGILE 203 - WEST A8.6 1/4" = F-0" P-1 10.1 10. / \ N - 1 o _ o. a 10.1 0 5.2 N II to i I WARD. \ / N V \ / -103/8" 2' 2'-6" I 3' 0" BASE, SEE SCHED. e i a A OP/PT 206 - WEST 1 /4" = 1'-0" wu c i n im i i 12"X12"X30" DBL TIER I """" I I 1 ' I " I 1 V , 12'X12"X30" DBL TIER 12 x12 x30 DBL TIER WP-1 WP-1 CORRIDOR 207 - NORTH -_ 1/4" = F-0" 9' 0" (8) LOCKER UNITS 12"A 2"40" DBL TIER CORRIDOR 207 - SOUTH 1/4" = P-0" CORRIDOR 207 - S V-REVEAL PHOTOLUMINESCENT BASE, REFER TO CODE PLAN, RB-2 CORRIDOR 207 - SOUTH 1/4" = 1'-0" 14'-11 11/16" (14) LOCKER UNITS 12"A TxW" DBL TIER \/ Mr1/rAI 'PAINT GWB P-1 02.2 f 16 CORRIDOR 207 - W A8.6 1/4" — 1'-0" 15'-0" (14) LOCKER UNITS 12"x12"x30" DBL TIER PAINT GWB P-1 171 � I I o I -- / WALL PROTECTION, WP-1 NALL PROTECTION, NP-1 17 CORRIDOR 202 - E A8.6 1/4" = 1'-0" V-REVEAL CORRIDOR 207 S (CONT.) -- WALL PROTECTION, WP-1 2 2/21/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 tH•a�4'4tlt;t,, l a x Ile #7020 E0 A0 Etua:�A;i.s=�; r:gCSBR PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR ELEVATIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A8*6 TYPE 1/4" = 1'-0" PLAM UPPER CABINETS, TYP. (SIM. OPP. HD. 211 & 214) `O11V1. V 1 1. 111J . Lr 1 J CX, L, 1 J J PLAM UPPER CABINETS, TYP. P-1 3'-0" 3'-6" I T-6" 3-3" 3'-3" 3'-0" PAINT GWB, P-6 f f II (V �_ 216 —iEm D CA / T-6" 3'.6" 1' 6" 6' 6" ., BASEI PLAM BASE PLAM L SINK WITH SCHED. SEE TYP. CLASSROOM GRADES 3-5 216 -NORTH 1/4" = F-0" (,Q%11\4OPP- 14D- 917 & 218) 3'-0" T-0„ 1714 r-i PROJ. (F.F.E.) FLAG f I I I I 15 MB I I - SEE SCHED. 2 6 2 6 TYP. CLASSROOM GRADES 3-5 225 -NORTH 1/4" = F-0.. NTM ()PP T-TT) 777 ?7R k ??.Q) `1J 11 ♦ 1 • V! 1 1 • 1 11 / I ' L./ i../ tl m m ID 'R m III ILLI m m Ll CORRIDOR 1/4" = F-0" ID m m m m m m Ll 18'-9" (14) LOCKER UNITS 15"X12"X60" SGL TIER 222 - EAST CORRIDOR 222 - WEST 1/4" = 1'-0" 1 /4" = 1'-0" 1/4" = 1'-0" -rAnvn nA" -nm PROJECTOR, TYP. (SIM. OPP. HD. 211 & 214) T / C TA A f1T1T1 T TT1 /1 1 Q 0_ rl 1 C N l►Jiivi. yrr. nij. G i J m ,1 J) ni AaA+A/Annn/lnr' nnn IrN-.rnn -r\/n -rAnv nAil TVn TYP. CLASSROOM GRADES S 3-5 216 - EAST 1/4" = F-0" (SIM = OPP. HD. 217 & 218) — V-REVEAL ACCENT COLOR F W P-1 C1 M ()PP HI) i.l ♦ -AL V i. • i i L • i� I..I V r r A AY�r v w /, 15'4" (14) LOCKER UNITS 12"X12"X30" DBL TIER 15'-U" (14) WUKEK UNI 15 12"X12"X30" DBL TIER v nC\/CAI V-REVEAL — �— ACCENT PAINT 1/4" = 1'-0" 1/4" = F-0" PROJECTOR, TYP. (SIM. OPP. HD. 211 & 214) 1/4" = F-0" C1 TA /( n77T7 T-TT % '1 1 2 V, '11 AZ l l ►J 11V1. y r r. rl" . G 1 J (X. L11 J) (SIM. OPP. HD. 217 & 218) OUTH .. � . P-1 5'MBOP it> - _ -t 0>1 0 a t JAC :► -A: -b KBE R B= _24I - 1 TYP. 1/4" = P-0" REFER TO CODE PLAN, RB-2 (.SIM: (DPP: 14D- 226; 227; 228 & 229) 15'-0" (14) LOCKER UNITS 12"X12"X30" DBL TIER 10-u 12"X12"X30" DBL TIER RB-1 WALL PROTECTION, W P-1 \/ nC\/CAI REVISIONS CONFORMED SET WHITEBOARD MARCH 22, 2019 WALL SURFACE PLAM UPPER CABINETS, TYP. 2 2/21/19 BID SUPPLEMENT 2 P-1 r3 co 5 MB W RD. - HAR CIIA ° — _ CAB I I 'CAB, BASE, SEE 6" 1'-6" 2'-9" 2'-9" 2'-0" ti. 3'-6" 6'-6" 3'-0" 11'-6" 1' 6" 11' I 14 SCHED. PLAM PLAM BASE SINK WITH PLAM PLAM STUDENT COUNTERTOP, TYP. CABINET, TYP. BUBBLER, WARDROBE STORAGE CUBBIES, TYP. P. CABIN S I A I E PROJEC 1 fV V. P. C S O G T 2 — S 132-0088 N 4 Phase 1 of 4 (SIM. OPP. HD. 211 & 214) .� �19 Mm - t — B SE, SEE SCHED. 2 `►J11V1. V1 1 . 111J. G1J m G1JJ WHITEBOARD WALL SURFACE PLAM UPPER CABINETS, TYP. P-1 D. BO �i _ OP - 5 MB - F Toil 2' 9" 2'-9" 3'-6" 3'-6" 3'-6" 3'-0" 3'-0" 3'-0" 2'-41/8" PLAM - PLAM BASE BASE, SEE SCHED. COUNTER OP, TYP. CABI ET, TYP. TYP. CLASSROOM GRADES 3-5 216 - WEST 1/4 = 1-0 (SIM. OPP. HD. 217 & 218) 10 314" TYP. CLAS'S"RO-OM GIZA-DES-3-5 2-25 --WEST 1i4" -11-011 (SIM. OPP. HD. 226, 227, 228 & 229) 15'-0" (14) LOCKER UNITS 12"X12"X30" DBL TIER ID m m m m m m L L L Ll L/ Ll 18'-9" (14) LOCKER UNITS 15"X12"X60" SGL TIER MO S E R PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE INTERIOR ELEVATIONS DATE 11/02/2018 COPYRIGHT (c) Moser Pifon Nelson Architects DWG. NO. A8*7 REVISIONS CONFORMED SET PAINT GWB P-1 1-1 MARCH 22, 2019 PAINT GWB P-1 PAINT GWB P-1 _ PAINT GWB P-1 1 PAIN GWB P-1 FLAG 10. I I L 2 2 2/21/19 BID SUPPLEMENT 2 PROJ L1 3'-0' 3'4' T-3" '-6" 2' 6" 4" I--i \(—� 9 \ 1.9 TB I co PAINT GWB P 1 Pei II 6'T I °r 15 5 I30rA — _ 10a 101 10o o. - L / 10.t N 10 \ 1 10.1 10.1SINK/BUBBLER5MB \ 0 t - ° — ifl = n /ME � N _ N WARD. — oCD 4" 1'-9" T-6" 3' 6" 36" 2' 9" 7 2' 9" 3' 0" 3' 0" 3' 0" 3' 0" 3' 0" 3' 0" 3' 0" 3" 2' 0" 3' 3" 1' 6" 2' 6" 2' 6" 3' 0" 3' 0" \- BASE, SEE SCHED. BAS , SEE SCHE BASE, SEE SCHED. 1 BASES SCHED TYP. CLASSROOM GRADES 1-2 230 - NORTH 2 TYP. CLASSROOM GRADES 1-2 230 -EAST 3 TYP. CLASSROOM GRADES 1-2 230 - SOUTH YP. CL SSROW✓I G AD S 1-2 23 - EST 1/4" = 1'-0" As.s 1/4" — 1'-0" As.s 1/4" — 1'-0" As 8 OPP. HD. 231 1/4" = F-0" STATE PROJECT NO. (SIM. ) (SIM. OPP. HD. 231) (SIM. OPP. HD. 231) SIM. OPP. HD. 231 132-0088 N Phase 1 of 4 — V-REVEAL PAINT GWB P-1 PAINT GWB P-1 PAI T GWB P 1 \ PAINT GWB P-1 A PAINT GWB P 4 PAINT GWB P-1 BREAK-OUT t 1 PAINT GWB P-1 y AREA , VEST. 234 PAINT GWB PAINT GWB P-1 P-1 J �` /� i �` ��/� OPEN TO BEYOND F 4 �� F� 33 2'� OPEN t �� O 5'MB 3 C `f 5'MB \ o \ f WALL PROTECTION, WALL PROTECTION, r WP-1 WALL PROTECTION, WALL PROTECTION, WALL PROTECTION, \ �, 10.3 ' W P-1 W P-1 ti W P-1 \ ��\ WP-1 WALL PROTECTION, WALL PROTECTION WALL PROTECTION BENCH WALL PROTECTION ELEVATION AT ANGLE W P-1con O BREAK-OUT AREA 232 NORTH 6 BREAK-OUT AREA 232 EAST , BREAK-OUT 232 EAST g BREAK-OUT AREA 232 SOUTH 9 BREAK-OUT AREA 232 - WEST 10 BREAK-OUT AREA 232 - NORTH Q O 1/4" = 1'-0" As.s 04 1/4" = F-0" As.s 1/4" = 1'-0" As.s 1/4" = 1'-0" As.s 1/4" = 1'-0" A8.$ 1/4" = 1'-0" A O � Hov � Woo w� PAINT GWB P-1 A PAINT GWB P-1 3 3 3 3 O L••I PROD. 12 PAINT GWB P-1 PROJ1 h�l . TT hh F.F.E. FLAG �/ // 1 �l �� (F.F.E.j 10.1 0 \O - - - N r I r elr Co 19 II I 10 5 TB 15'MB \, / i \ / % s \ / r 1 = - r 0. 1 1 i 0. 5T6 15MB — - - - 235 - I N 1 - - VL O _ II II I WA AD. BASE, SEE SCHED. 1' 6" T-3, 2'-0" T-0" I T-0" 2'-6" T-0" \ T-0" T-0" 2'-0" T-3" L 1'-T I BASE, SEE SCHED. `— BASE, SEE SCHED. T-0" 1. 3'-0-, 1.-6" BASE, SE SCHED. BA E, S E SCH D. 11 ENGLISH LEARNERS 235A - NORTH 12 E G. A S 5A -EAST 13 A I E 23 -E T 14 MATH INTER. 235 - SOUTH 15 MATH INTER. 235 - WEST A8.8 1/4" = 1'-0" A8.8 1/4" = 1'-0" A8.8 1/4" = 1'-0" A8.8 1/4" = 1'-0" A8.8 1/4" = 1'-0" I� V-REVEAL ACCENT PAINT PAINT GWB P-1 CORRIDOR 239 - E (CONT.) — ACCENT PAINT \ PAINT GWB, P-4 . PAIPl GW6 17 4 ' F-10 \ PAINT GWB, P-1 - \ PAINT GWB, P-1 PAINT GWB, P-1 PAINT GWB, P-1 PAINT P-1 ti PAINT P-1 r OPEN 3713 'T$' - ; C t?A'11T'4 \ PAINT, P 4 \ PA1AI`T, P m m m m D m D D m m D m m m m D D m III ID m D ID m m m D ID m m EI m m D EI EI EI m m to ID ID D m m m m m ID m m m ID D m m WP-1 r' \ WP-1 vv \ ELLULL—t—ii I H t L t t 18'-9" (14) LOCKER UNITS WALL PROTECTION 18'-9" (14) LOCKER UNITS 18'4" (14) LOCKER UNITS 18'-9" (14) LOCKER UNITS 15"X12"X60" SGL TIER 15"X12"X60" SGL TIER 15"X12' X60' SGL TIER 1 15"X12"X60" SGL TIER 16 CORRIDOR 236 - ALCOVE 17 CORRIDOR 236 - EAST (CONT.) A8.8 1/4" = 1'-0" A8.8 1/4" = 1'-0" CORRIDOR 236 - E V-REVEAL V-REVEAL V-REVEAL V-REVEAL V-REVEAL �, CORRIDOR 236 - W (CONY.) �— ACCENT PAINT — ACCENT PAINT ACCENT PAINT ,'' ACCENT PAINT r PAINT GWB, P-4 : ' PAINT GW PAINT GWB, P-4 PAINT GWB, P-1 _ ©,.,_._._��.'; PAINT GWB P-1 PAINT GWB P-1 -: PAINT GWB P 1 -awl' PAINT GWB P-1 c'• .r PAINT GWB P-1;� oJ�1CF.Np PAINT GWB P-1 PAINT GWB P-1 ter`'+ c� I •� r `�±L, ' CA 'TB 3'TB 3 T$..7 PAiJ<t P r \ PAINT P-.4: yyy ,T%OZO ' \ \ \ \ \ \ \ \ \ \ \ \ \ 3 PAINT, P4' \ �, 238 237 239 �\ 1 m m D m D m m m D m m m m m WALL PROTECTION, RB-1 L— WALL PROTECTION, PHOTOLUMINESCENT BASE � � 18'-9" (14) LOCKER UNITS � WP-1 WP_1 REFER TO CODE PLAN, RB-2 � 15"X1 2"X60" SGL TIER 18 CORRIDOR 236 -EAST 19 CORRIDOR 236 - WEST (CONT.) MOSER As.s 1/4" = 1'-0" A8.8 1/4" = 1'-0" PILON NELSON ARCHITECTS 30 JORDAN LANE — PAINT EXPOSED WETHERSFIELD, CT. 06109 CORRIDOR 239 - W 860) 563-6164 - V-REVEAL FILLER STRUCTURE, COORDINATE PLAIu9 UPPER CABINETS, TYP. WITH MILLWORK — PAINT GWB, P-4 _ 12 P-1 TITLE r 101 1 PAINT GWB, P-6 P-1 T-6" 3' 6' 3' 6" 3' 6" 3'-3" 3' 3" 10. INTERIOR PAINT GWB P-1 \ OPEN TO BEYOND/� f, \ ELEVATIONS \ PAINT GWB P-1 0 / �Li— XPAINT GWB, P-1 — — 10 w 253 254 A9.2 255 ! 257 256 10. O - 1011 10.1 10.1 N I I O WALL PROTECTION, i l ° I I — — q� DATE 11/0212018 WP-1 - — — — _ O \ \ N _ — N C \ Ll COPYRIGHT (c) RB-1 WALL PROTECTION, �— — 2'-21/2" 11'-0" 3'-0" 3'-6" 3'-6" 1'45" 6'-6" 3'-0" Moser Pilon Nelson Architects RB-1 PHOTOLUMINESCENT BASE, BASE, SEE ALL PROTECTION, PLAM BASE PLAM SINK WITH SCHED. 2 DWG. NO. WP-1 WP-1 REFER TO CODE PLAN, RB-2 zI CABI ETS, TYP. C UNTERTOP TYP. UUBBLER, T P. 20 CORRIDOR 236 - WEST 21 CORRIDOR 257 - SOUTH 22 CORRIDOR 255 - NORTH - - 23 z As.$ 1/4" = 1'-0" A8.8 1/4" = 1'-0" As.s 1/4" = 1'-0" As.s 1/4" = 1'-0" A8*8 a 1/4" = F-0" (SIM. OPP. HD. 238, 2479 2519 & 252) PAINT GWB P-1 ��— BA E, SEE SC ED. CONF. 240 - EAST 1/4" = F-0" SOCIAL WORKER 244 - NORTH 1/4" = 1'-0" PAINT GWB P-1 PROJ. (F.F.E.) r-- - - - - � I I I I 15'MB E, SEE SCHED. has TYP- CLASSROOM GRADES 1=2 237 - EAST 1/4" = P-0" (SIM. OPP. HD. 2389 2479 2519 & 252) ��— BA E, SEE SC ED. CONF. 240 - EAST 1/4" = F-0" SOCIAL WORKER 244 - NORTH 1/4" = 1'-0" PAINT GWB P-1 PROJ. (F.F.E.) r-- - - - - � I I I I 15'MB E, SEE SCHED. has TYP- CLASSROOM GRADES 1=2 237 - EAST 1/4" = P-0" (SIM. OPP. HD. 2389 2479 2519 & 252) PROD. (F.F.E.) 15'MB I q I I i 0 SPECIAL EDUCATION 246 - NORTH 1/4" = 1'-0" READING 249 - NORTH 1/4" = 1'-0" BASE, SEE SCHED. 0 0- E 1/4" = F-0" SOCIAL WORKER 244 - SOUTH 1/4" = F-0" N CV N N SFhU 1/4" = 11-0" 1/4" = 114" PSYCH. 241 - EAST Rm — BASE, SEE CHED. WORL L N . 24 -NORTH 1/4" = F-0" EAST PAINT GWB P-1 PAINT GWB P-1 50 �1:4.: - 5 MB - ]0:1, T0,9 1:0:1 - O 2'-9" 2'-9" `,, 3'-6" 3'-6" 3'-6" ,/2'4' 111" 1 1� 1 — BA E, SEE SCH D. YP. CL S SROOM GRAD S 1- 23 - S UT 1/4" = F-o" (SIM. OPP. HD. 2389 2479 2519 & 252) �— BASE, SEE S HED. g P Y 41 - WEST A8.9 1/4" = 1'-0" m SEE WORLD LANG. 245 - SOUTH 1/4" = F-0" PAINT GWB P-1 FLAG PROD. F.F.E.) ( I I 16MB BASE, SEE SCHED. ol SPECIAL EDUCATION 246 - SOUTH 1/4" = 1'-0" PAINT GWB P-1 PROJ. (F.F.E.) BASE, SEE READING INTERVENTION 246 - SOUTH 1/4" = F-0" 0 10 0 N SPEECH 243 - NORTH 1/4" = 1'-0" WOR: 1/4" = F-0" CV CV ST SPEC: 1/4" = 11-0" 12 1 315/16'1 2'-3" 2-Y TT-3" 3' 3" r 41, = N - �, 237 O 10 10.1 = (D vo BASE, S E SCHED. LA SROOM GR DE 1-2 237 - WEST 1/4" = F-o" (SIM. OPP. HD. 2389 2479 2519 & 252) 6-WEST AINT GWIB P-1 READING INTERVENTION 246 - EAST 1/4" = F-0" SPEE, 1/4" = F-0" UTH REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19119 BID SUPPLEMENT 1 2 2/21/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 � O z � � Nam 0 woo O ��A z w w�3 o w�� w F w PAINT GWB P-1 MO SER 3' 0" PILON �— — co NELSON \ 4I -J v ARCHITECTS \ 244 Cv 30 JORDAN LANE SIN WETHERSFIELD, T. 06109 K/BUBBLER �' ( 8 6 0 ) 563-6164 i r — 1 Cv r TITLE INTERIOR �I 3 0 ,F 4' 6" EXPOSED ELEVATIONS BASE, SEE SCHED. — EXPO PIPING, TYP. L. T - N 1/4" = 1'-0" DATE 11 /02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A899 I 10 11 r%u Ell PLAN DETAIL 1 1/2" = F-0" n EI-1 cu PLAN DETAIL A9.1 1 1/2" = 1'-0" STUD PARTITION - TYPE S3 - 5/8" GWB - 3-5/8" METAL STUDS AT 16"o.c. MAX. - R-11 UNFACED BATT INSUL. - 5/8" GWB WALLCOVERING CORNER TRIM WCTOSC 3" i 5" 3 WALL PROTECTION BELOW STUD PARTITION - TYPE S3D 5/8" GWB 3-5/8" METAL STUDS AT 16"o.c. MAX. -_-CID _ R-11 UNFACED BATT INSUL. M 110 EXPANSION JOINT, COMPRESSIBLE FILLE 00 FRAME ANCHOR HM FRAME, j Q GROUT SOLID MASONRY PARTITION -TYPE M12 BULLNOSE CMU - 1'-0" CMU AT CORNERS - HORIZONTAL REINF. AT 16"o.c. MAX. WALL PADS PLAN DETAIL 1 1/2" = F-0" PLAN DETAIL 1 1/2" = F-0" COMPRI FILLER ALUM. E JOINT FI WITH SE PLAN DETAIL 1 1/2" = F-0" 0 SEALAN' COMI OB - OC PLAN DETAIL 1 1/2" = V-0" 11 2A �p91�� 131ar " 1 ACOUSTIC PANEL � STUD PARTITION - TYPE S6 - 5/8" GWB 3 - 6" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. WP-1 FULL HEIGHT - 5/8" GWB i 3/ / 1 21-01 M 3 00 j (h ! LL 3 WALLCOVERING CORNER WINDOW STOOL BELOW WP-1 FULL HEIGHT TRIM, WCTOSC 5 3/4" 1'-5" 1'-10 3/4" PLAN DETAIL A9.1 1 1/2" = F-0" DA IAIT CVDnC'r-D FA COMPRESSIBLE j FILLER ALUM. EXPANSION JOINT FLASHING WITH SEALANT \ /GA ell HA SEALANT W/ BACKER ROD, TYP PAINT EXPOSED COLUMN MATCH WALL 1'-1 5/8" 6 3/8" PLAN DETAIL 1 1/2" = F-0" =ALANT W/ BACKER ROD 1SONRY PARTITION - TYPE M12 '-0" CMU IORIZONTAL REINF. AT 16"o.c. MAX. PLAN DETAIL 1 1/2" = F-0" 8A 9A 3-5/8" MTL STUD FRAMING, BACKER BOARD, CERAMIC TILE DA STUD PARTITION - TYPE S3D - 5/8" GWB - 3-5/8" METAL STUDS AT 16"o.c. MAX. - R-11 UNFACED BATT INSUL. )MPRESSIBLE LER IM. EXPANSION �{ VT FLASHING 'H SEALANT \ - 5/8" GWB - 6" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. - 5/8" G W B PLAN DETAIL 1 1/2" = F-0" rALUM.EXPA ON JOINT FL HING �UkTINSEALANT COMPRESSIBLE FILLER PLAN DETAIL 1 1/2" = F-0" - WALLCOVERING CORNER TRIM, WCTOSC JA WINDOW STOOL BELOW STUD PARTITION - TYPE S6 - 5/8" GWB - 6" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. - 5/8" GWB - 5/8" GWB - 6" METAL STUDS AT 16"o.c. MAX. - R-19 UNFACED BATT INSUL. - 5/8" GWB PLAN DETAIL 1 1/2" = F-0" - � s LA 3-5/8" MTL STUD FRAMING, BACKER BOARD, CERAMIC TILE 760 \ 7—� -RATED MASONRY PARTITION - TYPE A U.L. #U905 (2HR. FIRE -RATED) - 8" CMU \, - HORIZONTAL REINF. AT 16"o.c. MAX. PAINT EXPOSED COLUMN 631a� PLAN DETAIL 1 1/2" = F-0" LOCKER WITH TRIM PLAN DETAIL 1 1/2" = F-0" JA iTITION - TYPE SO 3 AL FURRING CHANNELS AT 16"o.c. -PLAN DETAIL 1 1/2" = F-0" FIRE -RATED MASONRY PARTITION - TYPE M8B U.L. #U905 (2HR. FIRE -RATED) 8" CMU - HORIZONTAL REINF. AT 16"o.c. MA KA ALUM. EXPANSION JOINT FLASHING/ WITH SEALANT` CU o HL6SiBLE FILLER SEALANT W/ BACKER ROD 7 LA PAINT EXPOSED COLUMN EXPANSION JOINT 12 13 PLAN DETAIL P-13 at LANDING 1 1/2" = F-0" SEALANT W/BAC COMPRESSIBLE "o.c. MAX. YJ REVISIONS CONFORMED SET MARCH 22, 2019 2 2/21/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE FION - TYPE S1 INTERIOR PLAN DETAILS L STUDS AT 16"o.c. MAX. -TION, BELOW 12 13 PLAN DETAIL R-13 at STAIR/RAMP 1 1/2" = F-0" DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A9*1 0 ® REVISIONS 5" 1'-11 3/8" ! 7 5/8" CONFORMED SET _ MARCH 22, 2019 5/8" GWB ON 3 5/8" /� GWB ON MTL STUD FRAMING i 4 METAL FRAMING rt'� „ VVALLCOVERING TRIM STUD PARTITION - _ ALIGN WITH GWB [[ WCTBT125-217 TYPE S6 2 2/21/19 BID SUPPLEMENT 2 PARTITION BEYOND - 5/8" GWB 3 - 6" METAL STUDS AT 4 2x WOOD BLOCKING, a 16"o.c. MAX. WITH SHIMS AS II o -in i inirArrr_n ❑ATT REQUIRED r = _ _ _ - _ _ _ _ = INSULvIm1 ^vLu u� I I — I bp COMPRESSIBLE II � FILLER —� 5/8" GWB Sp _ - — METAL LOCKER u 4 ALUM. EXPANSION WITH TOP AND END II �- — --- -- - _ - - - — - - - - --- - JOINT FLASHING FINISHING STRIPS _ q WITH SEALANT j II I ' UKWWMWV LOCKER SOFFIT DETAIL I q S3 ••�=':'a i I A9.2 1 1/2" = 1'-O" I WALL PROTECTION, q TACKBOARD EXTEND BELOW BASE p WALL PROTECTION W/METAL EDGE TRIM zo LINE OF GWB I I DADriTinni DwnAin i — — — — — — — — — — — — — — — EXPANSION JOINT FAR l l I ION H 1 OND SIAIEPROJECI IVV. 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N FIRE -RATED MASONRY PARTITION -TYPE - o -_ .. — _ _ _ CERAMIC TILE w M8B JOINT LASHING O oo - O WITH SEALANT U.L. #U905 (2HR. FIRE -RATED) '_ - 8" CMU PAINT EXPOSED o STUD PARTITION - TYPE S6A - HORIZONTAL REINF. AT 16"o.c. MAX. — Q = �, FIRE -RATED STUD PARTITION TYPE S6B COLUMN -� � MARKERBOARD R - 2) LAYERS OF 5/8" TYPE 'X' GWB 31/8" S T'2 I U.L. # U419 (1 HR. FIRE -RATED) - 6" METAL STUDS AT 16"o.c. MAX. - - (2) LAYERS OF 5/8" TYPE 'X' GWB - R-19 UNFACED BATT INSUL. XPANSION JOINTEli— - R 11 UNFACED BATTINSUL VAn^ - (2) LAYERS OF 5/8" TYPE 'X' GWB I `^,/ I I O Li r - (2) LAYERS OF 5/8 TYPE X GWB L N XO _ I 3 I I 71/4" 53/4" j 85/8" CERAMIC TILE I I 51/8" 4 5/8" '! 3" 5 5/8"I AIL I 12 13 7 L_J 12 13 S D o s 14 15 - 5/8" GWB PLAN DETAIL - 7/8" METAL FURRING CHANNELS AT 16"o.c. 8 MAX. PLAN DETAIL 9 PLAN DETAIL to PLAN DETAIL 11 PLAN DETAIL A9.2 1 1/2" = 1'-0" A9.2 1 1/2" = 1'-0" A9.2 1 1/2" = F-0" A9.2 1 1/2" = F-O" A9.2 1 1/2" = F-O" 3 WARD. CAB. STUD PARTITION - TYPE S313 co - (2) LAYERS OF 5/8" GWB - 3-5/8" METAL STUDS AT 16"o.c. MAX., TA - R-11 UNFACED BATT INSUL. .--- (2) LAYERS OF 5/8" GWB TPD1C — S3 / CALL FOR A!D— RA S3 3" 6-1 1 /4" / 6 GB / GB2C - GB3C- o n 6 N ! CAN,6,,. °X, . I I I ~ 3 • 020 14 PLAN DETAIL IS PLAN DETAIL = 1 1/2" — 1 0 1 1/2" — 1 0 3713 8 XA 21 LOCKER WITH TRIM PLAN DETAIL PLAN DETAIL STUD PARTITION -TYPE S3D MOSER 12 13 ALUM. V-REVEAL - 5/8" GWB ABOVE LOCKERS E 6 / — _ 3-5/8" METAL STUDS AT 16 o.c. MAX. 1/2" REVEAL REMOVABLE WALL PADS R-11 UNFACED BATT INSUL- PILON A9.2 1 1/2„ — 1-0 A9.2 1 1/2„ — 1-0 1' o" . TACKBOARD WITH METAL EDGE TRIM 1 0 SEALANER ROD / NELSON W/BACKARCHITECTS BENCH CO �5 YA 30 JORDAN LANE CM W ETHERSFIELD, CT. 06109 / (860) 5 6 3 - 6 1 6 4 ro - r / S3 BELOW u')QR TITLE i EJC INTERIOR PLAN C S DETAILS 0 �g I 1 COMPRESSIBLE �2 1'-9 5/8" I FILM / / o MDF PANELS -I YPE SOA N O - 1/2" MDF PANELS, PAINTED S3 DATE 11/02/2018 o - 1/2" PLYWOOD SHEATHING COPYRIGHT (c) - 7/8 METAL CHANNELS AT 16"o.c. MAX. Moser Pilon Nelson Architects E PLAN DETAIL AT PLATFORM PLAN DETAIL DWG. NO. 16 PLAN DETAIL A9.2 1 /2 = 1-0 17 A g 1 1/2" = 1'-0" 1 2 A9.2 1 1/2" = F-O" z A992 0 N N 0 N i N E z 0 U N z FIRE -RATED MASONRY PARTITION - TYPE REVISIONS M8B CONFORMED SET U.L. #U905 (2HR. FIRE -RATED) MARCH 22, 2019 - 8" CMU - HORIZONTAL REINF. AT 16"o.c. MAX. STUD PARTITION - TYPE S3 2 2/21/19 BID SUPPLEMENT 2 - 5/8" G W B 4 - 3-5/8" METAL STUDS AT 16"o.c. MAX. EXPANSION JOINT, - R-11 UNFACED BATT INSUL. l Tt - 5/8" G W B COMPRESSIBLE FILLER 3 3 - -- 3 r i.- y y r--- / x x yx / 'K, x x xU/ LO S3 m- 7. WALL PROTECTION S1 BELOW STATE PROJECT NO. S3 M so 2'-101/8"1' 8 3/4" `O 00 I I I 1, l�' - I -- EXPANSION JOINT, COMPRESSIBLE FILLER I 132-0088 N2'-11/8" Phase 1 of 4 02 STUD PARTITION - TYPE S3D ; j I - � - 5/8" G W B SO 3-5/8" METAL STUDS AT 16"o.c. MAX. - R-11 UNFACED BATT INSUL. COORD. WITH DOOR 43/8" 6" 75/8" 7/8" 2 EXPANSION JOINT, COMPRESSIBLE FILLER PLAN DETAIL 2 1 1/2'1 1 1-0 11 *m; 1'-8 3/4" j 2'-1 1/8" 2'-101/8" 3 STUD PARTITION - TYPE S3D O _ 3 S3 ;. - ,-,, , - ,: •. , - - :. - _ , ,- , - - 5/8" - .c.MAX. EXPANSION JOINT 3-5/8" METAL STUDS AT 16"o MA jjj2 _ R-11 UNFACED BATT INSUt3'-1 3/4" 121/2" 31/2" 75/8" 31/2" 27/8" COORD.WITHDOOR M \O III 1II I ! I I 'N - � -U - - - � �••j Q V a 14 15 16 17 S3 PTD1C 0 3 PLAN DETAIL FIRE -RATED MASONRY PARTITION - TYPE A 1 CERAMIC TILE „ _ A9.3 1 1/2 1 -0 M8B U.L. #U905 (2HR. FIRE -RATED) 3 �•/ - 8" CMU - HORIZONTAL REINF. AT 16"o.c. MAX. 1 1 rT w O' W h+� 2" 7 5/8" 2" 3 5/8" O � r n �••d PLAN DETAIL 3 A9.3 1 1/2" = F-0" 0 a W ww I� Ari cz. ... 1,10 `©; 4i fC . 20 111:11►1*0 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE INTERIOR PLAN DETAILS DATE 11 /02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A9.3 __-a 2'-0" 2'-0" Lj [�1,3/4 �— cZrPIAP Tn WAI I SCRIBE T U VVALL P.LAM. BACKSPLASH P.LAM. P.LAM. BACKSPLASH P.LAM. DROP -IN BOWL COUNTERTOP DROP -IN BOWL N COUNTERTOP N r PVC EDGE BAND PVC EDGE BAND I P.LAM. FRONT I WIRE PULLS CONT. BLOCKING 3/4"� CONT. BLOCKING T-T W WALLS IN WALLS P.LAM. DOOR 2'-0" 6 FRONT in 0 BRACKET COUNTER z 2-7 O 0 - 0 Q SUPPORT AT 48"o.c. MAX. °° Q L N z > J ` J _ w i1 00 J U v Lu 0C O o ® z Y o w MELAMINE CD w INSULATE w z -� INTERIOR, TYP. z:, z EXPOSED PIPING w w w CONT. 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SKIRT M N LIGHT FIXTURE LIGHT FIXTURE WHERE INDICATED 1 0' 3/4" WHERE INDICATED CLEAR INSIDE ON ELEC. DWGS. ON ELEC. DWGS. UPPER CABINET - - 1 1/2" = 1'-0" A10.1 1 1/2" = F-0" A10.1 1 1/2" = F-0" A1o.1 1 1/2" = 1'-0" 2'-12'_1 " i � BASE CABINET -SINK ADA 1 1/2" = F-0" U) 0 0 w z w = O CC CV w z w w V-6" CAULK SOLID SURFACE STOOL P.LAM. BACKSPLASH CONT. WOOD WALL CLEAT P.LAM. COUNTERTOP :zr-co r PVC EDGE BAND P.LAM TERIOR, TYP - ADJUSTABLE P.LAM. SHELF cort CV 0 N 1/2" RECESSED METAL SHELFSTANDARDS CONT. BLOCKING IN WALLS 21/2" PVC EDGE BAND zt M BASE, REFER TO 41 SCHED. I i CONT. BLOCKING IN WALLS BASE CABINET -SHELVING at GLAZING 2'-0" SCRIBE TO WALL P.LAM. BACKSPLASH P.LAM. COUNTERTOP MELAMINE f� INTERIOR, TYP. z O > o, w o D CC LD -1/2" cu Cc 3/4" z_ w w 31, M a CM co BASE CABINET -DOOR 2'-0" -3/4" SCRIBE TO WALL P.LAM. BACKSPLASH P.LAM. COUNTERTOP M _ PVC EDGE BAND PVC EDGE BAND ZD RAILS WITH P.LAM. EDGE WIRE PULLS WIRE PULLS, TYP. P.LAM. 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DRAWER =RONTS SAILS WITH P.LAM. =DGE REVISIONS CONFORMED SET MARCH 22, 2019 2 2121/19 BID SUPPLEMENT 2 STATE PROJECT NO. 132-0088 N Phase 1 of 4 L) � O z � 0 H wzo O ��A z w W�� O w�� o f� H � W E� a w `,`�,�p�ttrrrtttttt��! 3ASE, REFER TO SCHED. .JNCANp�., /�� { . I • A, MOSER P.LAM. BACKSPLASH I P.LAM. BACKSPLASH PILON P.LAM. COUNTERTOP P.LAM. COUNTERTOP M N r M N r NELSON CV PVC EDGE BAND PVC EDGE BAND ARCHITECT S 1/2" 30 JORDAN LANE W ETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 P.LAM P.LAM z TERIOR, TYP z ��- INTERIOR, TYP. TITLE ADJUSTABLE P.LAM. d "' ADJUSTABLE P.LAM. MILLWORK `' r SHELF 0 w C N SHELF 0> _� w o DETAILS z w o z Z5 N CC oc 1/2" N RECESSED METAL N CC CC -112" N RECESSED METAL z SHELFSTANDARDS z SHELFSTANDARDS w CONT. BLOCKING IN w w WALLS 3" PVC EDGE BAND CONT. BLOCKING _ 3" PVC EDGE BAND IN WALLS ;* M BASE, REFER TO M BASE, REFER TO DATE 11/02/2018 . SCHED. CHED. �* COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. BASE CABINET -SHELVING 1 1/2" = F-0" BASE CABINET -SHELVING 1 1/2" = F-0" A1091 0 0 N N O N E z U 0 0 z a_ CONT. BLOCKING IN WALLS 2'-7" 1" EPDXY BACKSPLASH DROP -IN BOWL CONT. WOOD WALL CLEAT 1" EPDXY _ COUNTERTOP RAILS WITH WOOD EDGE, TYP. r - co Lo WOOD PANEL _ FRONTS, 1/4" SOLID BRACKET COUNTER 3/4„ WOOD EDGE, TYP. SUPPORT AT 48"0.c. cn z 2'-6" w p � U z O w CO w J w I ' - U o � W i z <I w INSULATE z ® z ' EXPOSED PIPING w w CIE d w U Lu BASE, REFER TO o SCHED. CABINET SINK ADA - STEM LAB 3 011 D 1 1/2" = F-0" DROP -IN BOWL 1" EPDXY COUNTERTOP RAILS WITH WOOD EDGE, TYP. WIRE PULLS WOOD DOOR FRONTS, 1/4" SOLID WOOD EDGES 1/4" SOLID WOOD EDGE, TYP. BASE, REFER TO SCHED. CONT. BLOCKING IN WALLS CABINET SINK - STEM LAB 3011 D 0.2 1 1/2" = F-0" DISPLAY CABINET at CORRIDOR 1 1/2" = 1'-0" CABINET EPDXY 1 1/2" = F-0" CABINET EPDXY 1 1/2" = 1'-0" 1" EPDXY COUNTERTOP RAILS WITH WOOD 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, REFER TO SCHED. CONT. BLOCKING IN WALLS - STEM LAB 3 011 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, REFER TO SCHED. CONT. BLOCKING IN WALLS - STEM LAB 3 011 D BENCH DETAIL 1 1/2" = F-0" ""1RDWOOD VENEER DOD ON 2X4 WOOD 12" o.c. HARDWOOD G W/ 1/2" FER DOD BACKER PANELING WOOD TRIM WOOD BASE SING, REFER :HED. 'I PLYWOOD D.C. D HARDWOOD ING W/ 1/2" MFER VOOD BACKER )D PANELING D WOOD EDGE TRIM D WOOD BASE DRING, REFER ;CHED. BENCH DETAIL at GLAZING ADJUSTABLE WALL SHELVING 4 BOOK SHELF 1 1/2" = 1'-0" Aio.2 1 1/2" = F-0" 1 1/2" = F-0" 3 E. FION /ING )GE. ACING ALLS R TO HED. CONT. BLOCKING IN WALLS +-•----- LINE OF SOFFIT - - - - - - - - - - J M SCRIBE TO SOFFIT CONT. BLOCKING IN WALLS RECESSED METAL SHELFSTANDARDS P/27— 314" MELAM 1 ERIOR, Tl�f�. P.LAM. DOOR M ADJUSTABLE P.LAM. SHELF, (2) PER CABINET 1'-0" CONT. WOOD WALL CLEAT WIRE PULL CV N P.LAM. SKIRT o r n d- M O FIXED P.LAM. C" SHELF MAIL 1 1/2" = F-0" �— P.LAM OP - INTERIOR, TYP. —� P.LAM. r COUNTERTOP co PVC EDGE BAND RAILS WITH P.LAM. EDGE N CONT. BLOCKING IN P.LAM INTERIOR, o WALLS TYP. 3 PVC EDGE BAND M BASE, REFER TO SCHED. d CONT. WOOD WALL CLEAT CUB B IE CABINET 1 1/2" = F-0" C C NE INTERIOR )OOR JLL -IONS SHELVING WOOD EDGE. REFER TO 2'-0" M C I W A 1) i„ M P P z MELAMINE P INTERIOR, TYP. Q ' J W 1 M ' � w 1I V _A z M W u, N F c co M I r 3" 3/4" �r DISPLAY CABINET at LOBBY 1 1/2" = 1'-0" )NT. WOOD ALL CLEAT )JUSTABLE P. LAM SHELF, 4" SOLID WOOD EDGE 4RTITION .LAM. DOOR FRONT, VC EDGE BANDS (IRE PULLS EYED LOCK ECESSED METAL HELFSTANDARDS 'VC EDGE BAND SASE, REFER TO SCHED. STORAGE CABINET SHELVING 1 1/2" = F-0" 2'-0" WARDROBE CABINET 1 1/2" = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 � O Q � 0 fOM �az o w�� o � H � W N W )D WALL _F, HOOD EDGE )D EWER VC EDGE _S �K =LF BAND =ER TO C,pNq� rr sED ARC'd'��`�`� ��l:lltllilt11:t1�`t MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE MILLWORK DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A10e2 t-1 n Tl Tl TT1 !1 Tl -1 n n T1 T Q T1T A XT !-I A Q 1r' LUt�t�11JU1�. 1 UG - 1J1�JrL1� I l.l-i►J� - 1/2" = 1'-011 ADJUSTABLE GLASS SHELVING (3) LOCKING FRONT GLASS DOOR I� ADJUSTABLE GLASS 10 12'-0' SHELVING (3) 6'-0, � ' imm CORRIDOR 102 - DISPLAY CASE 1/2" = F-0" FIRST FLOOR U $9 MILLWORK - MAIN OFFICE 1/2" = F-0" P.LAM PL-2 WORK SURFACE PVC EDGE BAND WIRE PULLS RAILS WITH P.LAM. EDGE P.LAM. DOOR/DRAWER FRONTS PVC EDGE BAND BASE, REFER TO SCHED. LOCKING FROI yIT1 GLASS DOOR ADJUSTABLE GLASS SHELVING (3) — IA — JA CORRIDOR DISPLAY CASE 1/2" = F-0" P.LAM. PL-2 WORK flni 1nIT�o P.LAM PL-2 WORK SURFACE PVC EDGE BAND WIRE PULLS RAILS WITH P.LAM. EDGE P.LAM. DOOR/DRAWER FRONTS PVC EDGE BAND BASE REFER TO WIRE MANG. GROMMET SISHED jv IFIR$T FLOOR 172'-3" COORD. W/ ELECTRICAL MILLWORK - MEDIA CENTER DETAIL DESK 1 1/2" = F-0" P.LAM PL-2 W( SURF EDGE BAND PVC EDGE B, IM PL-1 E, REFER TO %. W/ ELECTRICAL IST FLOOR /1 _ 172-3' MAIN OFFICE DESK DETAIL DRAWERS AMAIN OFFICE DESK DETAIL PL-2 TRANSACTION nnl InlTrn 1 1/211 = 1'-011 1 1/211 = 1'-011 LOCKING FRONT GLASS DOOR ADJUSTABLE GLASS SHELVING (3) i �I MAIN LOBBY DISPLAY CASE 1/2" = F-0" P.LAM. PL-2 WORK /1/11 IKITrn -X TTT -T TT T!1Tl TT T% T% T A TT !lT TT Tl T-A Ti"1T T 1/211 = 1'-011 WIRE MANG. GROMMET FLOOR V COORD. W/ ELECTRICAL 172' - 3" MILLWORK - MEDIA CENTER DETAIL 1 1/2" = F-0" P.LAM PL-2 WORK SURFACE DGE BAND PVC EDGE BAND WIRE PULLS RAILS WITH P.LAM. EDGE P.LAM. DOOR/DRAWER FRONTS ADJUSTABLE P.LAM. SHELF I PL-1 RECESSED METAL SHELF STANDARDS REFER TO PVC EDGE BAND PO. W/ ELECTRICAL BASE, REFER TO SCHED. IST FLOOR 172'-3" V l,/VI 1V. YY/ ""Lw i I llwn MAIN OFFICE DESK CABINET 1 1/2" = F-0" 12 13 MILLWORK -- MEDIA CENTER = 1'-0" 1/2" r — — CABINET BELOW — I 6 10.3 L - - - I I' II I II P.LAM PL-2 WORK SURFACE I I co I IRE MANG. GROMMET I I LAM PL-2 II I I I CV II II I �J 2' 1" 101, 7 1 10.3 I 10.3 CABINET BELOW I I 2 6" 4SE, REFER TO DHED. FLOOR 172'-3" 5.3 MILLWORK - MAIN OFFICE 1/2" = F-0" FINISHED END (BELOW) PL-2 SURFACE FINISHED END (BELOW) REVISIONS CONFORMED SET MARCH 22, 2019 (,TATr mm/ 1r All J I H I C rnv�C� � rvv. 132-0088 N Phase 1 of 4 O � z Ao H w zo w w�� O w�� O H � W E� W �t0'�rAfk',�f� ?� .. .� ' - �y : :t * #7a2O :! MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE MILLWORK DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 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IEEE - - 111■■■■■■■■■■■ ■■■■w■lie ■■I■■■f..a �c �� 3�1■■■■I/,i�i\■■■■■I ' - _.... ■��(• no w�� ==I 1 1�-sw 0 L'7 • II?[—.�- - ��1�L ■MEN Rl��■■ �■�I:•1 IAA I Gr■��ar�Il��iiili■��.�:; KIP, (i;��,■�■■■�� ■■■■■i I� • I.'�i'i■�---■■■-r—■■n■■■— �III�o. ■ ----- ■-1 -■— -. �.-.�..,,. .�IG 11I■■!•■■C■■7I11�•�•■■r ■■■`■(•■■■■...-------------: Illllliliili� ■ii"-i■■,It■I�ii�^�■�. ■i■lii1�i ®■■■■WY■■1111�■■■■■■■■■■■■ lll��- ■ii■I" ,I■�.■. °■■ C■i■C■ ■��■■L■�'■■■"fC■�i�■■IlIIJlIIlnILi rnIEiw■-m omm— d Ma mm IInIIiiIIIIi ;►II I 1_ _—___—==—_r1I�=--==_-mI ■■ .__IIII■I■EMEII S:_ 11 © �� G�- 7�..�.-�-�a��- :.... �.,i_,�_-'�`---•�-��c�� _� _.- - -�®�_ ""fir= - PROJECT NORTH ®' 8' 16' 32' STATE PROJECT NO. 132-0088 N Phase 1 of 4 CAN MOSElZ PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL CEILING PLAN DATE 11 /02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. -OVERALL ' l EIS T CE LIING PLAN 1/16" = F-0" A11*0 I I I I I I I I I ' I I I 1 I wS1) (WS1) (WS1) g 1.6 N N o 3 — ----- — z IIIII■ IIIII ;►ice ■■ ■ l' _I!■ ■■ ■ ■■m■■■■■■■ "�Y - mmmt MENN■■■■■ilmmmmmmmmll.,IIIII IIII■■■■■■■■1■1■11�■■■■I IIIIQclu■■p11■N an �'•, 1111 'Um ■ ON 111t &4201 15 17 3 4 � \� 1 2 A3.2 DA PNT EXPOSED KEY PLAN N.T.S. MAIN ENTRANCE IA ................. . . MATCHLINE SOUTH ENTRANCE ° IWS1) S) wS1) WS11 MANUALLY OPERATED WINDOW SHADE WS2i MOTOR OPERATED WINDOW SHADE wS1) ,_ PA ' \ S) wSi) /= MATCHLINE REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 GN t� `�rCONn grrlr�lrttlatT� p --- . sCe Z. —020 '��bt1: � n t titttt� mompwmwm L!47F��® off♦ �� ° �� ♦ ♦� �♦� ,�. ♦ ®♦♦ , �� Cif!► � ►��\ ,. Emi- --a mr- I-, _v__T -TI-W R. will PILON NELSON 11 WE ■■ mumCEILING PLAN 111- IIIIII II■■�■■1 C��mi Illli �, , , ,NORTH _ I�JIII��■®��■�■■� pal■ ��,� , � .1111111 IIIIILII■■ � MININ�1■■ �� i■� t t ��eec I r�l e- sees ss�'s 11/02/2018 - -low DATE ■N11 ■ 1■Nl■ ■ .. __ ■ i . • MLA _ � I z n 2 NOTES: SEISMIC REQUIREMENTS FOR ALL SPACES LARGER THAN 144 SQ. FT. 1. ONE SET OF FOUR SPLAY WIRES SHALL BE INSTALLED FOR EACH 144 S.F. UNLESS OTHER SPECIALLY DESIGNED AND DETAILED BRACING IS PROVIDED. THE FIRST SET OF SPLAY WIRES SHALL BE 4'-0" FROM ANY WALL OR PERIMETER. WIRES SHALL BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. ATTACH TEES TO (2) ADJACENT WALLS IN EACH SPACE ALLOW 1/4" CLEARANCE BETWEEN END OF TEE AND REMAINING WALLS. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CEILING DETAIL NOTES LINE OF WALL WIRE HANGER AT 42"o.c. MAX. 1" CROSS RUNNER CHANNEL AT 42"o.c. MAX. 5/8" GWB 7/8" METAL FURRING CHANNELS AT 16"o.c. MAX. TYP. SUSPENDED GWB CEILING DETAIL N.T.S. CROSS RUNNER 2'-0" N.T.S. 000�000 WIRE HANGER CHANNELYOKE AT 48"o.c. MAX. LIGHT FIXTURE MAIN TEE 6„ L— CEILING TILE TYP. LIGHT FIXTURE CHANNEL DETAIL N.T.S. WIRE HANGER ' AT 48"o.c. MAX. SPLAY WIRES WITH WIRES (4) 4 TIGHT TURNS WAYS WITHIN 1-1/2" MAIN RUNNER o CROSS TEE NOTE: ALL SPLAY WIRES AT 450 TYPICAL FOUR-WAY SPLAY BRACING N.T.S. ea G AT METAL ox. MAX. _ _...._.. __..D, TYP. TYPICAL SOFFIT DETAIL N.T.S. CONT. METAL FURRING CHANNELS OR WOOD BLOCKING, SUPPORT FROM STRUCTURE ABOVE #8-2-1/2" TEK SCREWS AT 2'-0"o.c. MAX. TUBE SPACER AT SCREWS MAIN OR CROSS RUNNER ACOUSTIC CEILING TILE CURTAIN TRACK TYPICAL CURTAIN TRACK DETAIL N.T.S. SPLAY WIRES WITH 4 TIGHT TURNS WITHIN 1-1/2" 0 O LIGHT FIXTURE CROSS TEE WIRE HANGER AT EACH CORNER TYPICAL LIGHT FIXTURE DETAIL N.T.S. SEE CEILING PLAN TYPICAL WIDE SOFFIT DETAIL N.T.S. LE ,ING AAX. )N METAL 16"o.c. MAX. EAD, TYP. CRr`oo of ikinico 4"HIGH PERIMETER TRIM, ALL SIDES OF FLOATING CEILINGS TYPICAL PERIMETER TRIM DETAIL N.T.S. LINE OF WALL DIAG. BRACING AT 32"o.c. MAX. WIRE HANGER AT 48" D.C. MAX. ACOUSTIC CEILING TILE CORNER BEAD 5/8" GWB ON METAL STUDS AT 16"o.c. MAX. TYPICAL SOFFIT DETAIL AT WALL N.T.S. ACT CEILING PERIMETER TRIM PERIMETER EDGE TRIM 1 1/2" = 1'-011 LINE OF WALL WIRE HANGER AT 48"o.c. MAX. MAIN OR CROSS RUNNER ACOUSTIC CEILING TILE #8-1" SHEET METAL SCREWS AT 16"o.c. MAX. POP RIVET AT (2) ADJACENT WALLS TYPICAL STARTER WALL DETAIL N.T.S. LINE OF WALL 8"MAX. DIAG, BRACING AT 32"o.c. MAX. ACOUSTIC CEILING TILE T 5/8" GWB ON METAL STUDS AT 16"o.c. MAX. SCRIBE TOP OF CABINET TO SOFFIT 72" CORNER BEAD U.N.O. EXTEND SOFFIT 2" BEYOND FACE OF CABINET REFER TO MILLWORK DETAILS FOR CABINET INFORMATION TYPICAL SOFFIT AT CABINETS N.T.S. ACT CEILING PERIMETER EDGE TRIM PERIMETER.. EDGE TRIM 12in. 1 1/2" = F-0" REVISIONS CONFORMED SET MARCH 22, 2019 2 2/21/19 BID SUPPLEMENT 2 1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE CEILING DETAILS DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A1193 6" 1/4" RADIUS M M 0 co C SLIDE INSERT SECTION VISUAL INDICATIOR ZONE, ROOM NAME, WHITE LETTERS 1/32" TACTILE INDICATOR ZONE, NAME, T� BRAILLE ACRYLIC BASE METERAL, DARK BRONZE COLOR (MATCH TYP. METAL) SIGNAGE TYPE A 311 _-11-011 5'-0" to CV _ M co LOGO, RECESSED FROM FACE, (4) COLORS 1/2" x 1/2" xl/2" RECESS, CONTRASTING COLOR FROM FACE M v E EM ENTATR 10 0 E LETTERS RECESSED FROM FACE (2) COLORS, COLOR 1 UPPER LINE, COLOR 2 LOWER LINE 2" THICK SANDBLASTED HDU SIGN PANEL (1) COLOR N 4" x 4" ALUMINUM POST AND CAP APPROXIMATE LINE OF GRADE PROTECTIVE COATING AT PORTION OF POSTS EMBEDED IN CONCRETE 1 0" CONC. FOOTING M - - - - - - - - - - - - - co LR- q6T R�ESTROOM C C TYPE B1 L AWEN — J FMEN C C FYPE B2 — 1/4" RADIUS — — — — — O o �,� VISUAL INDICATOR ZONE, L9PICTOGRAPH WHITE COLOR LETTER/NUMBER, 1/4" THICK CHARACTERS 6 1/4" RADIUS ,r VISUAL INDICATOR ZONE, r NUMBER PICTOGRAPH `l> l' WHITE COLOR LETTER/NUMBER, 1/4" — — — — _ ( THICK CHARACTERS VISUAL INDICATOR ZONE, _� _ ROOM NAME, WHITE LETTERS, 1/4" THICK, VISUAL INDICATOR ZONE, REFER TO SCH FOR NAME ;'=' ROOM NAME, WHITE _ L/) �Il�llll�1 J = L i��_n_nn,L�J �t�l�UvuL� LETTERS 1/32" TACTILE INDICATOR N V110ME ZONE, NAME, BRAILLE �, C 1/32" TACTILE INDICATOR _ ZONE, NAME, BRAILLE C TYPE B3 ACYRLIC BASE MATERIAL, ~ - ACRYLIC BASE MATERIAL, DARK BRONZE COLOR DARK BRONZE COLO (MATH TYP. METAL) (MATCH TYP. METAL) SIGNAGE TYPE B TOILETS SIGNAGE TYPE C 3" = F-0" d- 6„ 1/4" RADIUS 1/ VISUAL INDICATOR ZONE, ! NUMBER, PICTOGRAPH WHITE COLOR �� LETTER/NUMBER, 1/4" ooCCUpQNC� THICK CHARACTERS REFER TO CODE PLANS FOR OCCUPANT LOAD VALUE = 1/32" TACTILE INDICATOR E _ = ZONE, NAME, BRAILLE r ACRYLIC BASE MATERIAL, DARK BRONZE COLOR (MATCH TYP. METAL) TYPE E SIGNAGE TYPE E O INTERNATIONAL SYMBOL FIG.703.6.3.3 INTERNATIONAL SYMBOL OF OF ACCESSIBILITY ACCESS FOR HEARING LOSS VISUAL INDICATOR ZONE, PICTOGRAPH WHITE COLOR LETTER/NUMBER, 1/4" THICK CHARACTERS 1/32" TACTILE INDICATOR ZONE, NAME 1/32" TACTILE INDICATOR ZONE, BRAILLE ACRYLIC BASE MATERIAL, DARK BRONZE COLOR (MATCH TYP. METAL) SIGNAGE TYPE D-ADA SYMBOLS 3" = V-0" 3" = F-0" 6„ 1/4" RADIUS t VISUAL INDICATOR ZONE, N NUMBER, PICTOGRAPH _ CAA° R O WHITE COLOR / (0N©�Q [) LETTER/NUMBER, 1/4" [DETECTOR TOR THICK CHARACTERS f S ALLED N MECHANIC AL R000 M 0000 N E -- TYPE F 1/32" TACTILE INDICATOR ZONE, NAME, BRAILLE ACRYLIC BASE MATERIAL, DARK BRONZE COLOR (MATCH TYP. METAL) SIGNAGE TYPE F 11'-2 5/8" 18 min 455 centered on tactile characters X 4 JQ min v 151111 455 Figure 703.4.2 Location of Tactile Signs at Doors GENERAL NOTES: r COORDINATE SIGN PLACEMENT CMWITH SITE DRAWINGS D D - • SIGN TO BE DOUBLE SIDED q FLUSH MOUNTED DIMENSIONAL CHARACTER SIGN 2 PROJECTED CHARACTER SIGN A11.4 3/411 = 11-011 6 11. EXTERIOR MONUMENTAL SIGN ELEVATION 3/411 = F-0" 1/2" ~ — FLUSH MOUNTED DIMENSIONAL CHARACTER SIGN PROJECTED CHARACTER SIGN SECTION 1 1/2" = F-0" 2'-6" N — SCHOOLNAME Cho Tarry Elementary School, 20XX-2 o0XX TOWN SEAL N I i C4 `V PUBLIC BUILDING COMMISION _ NAME m NAME NAME NAME 'E GENERAL NOTES: CHAIRMAN OF THE SUPERINTENDENT OF SCFIOOLS SIGNAGE TEXT TO BE BOARD OF EDUCATION NAME PROVIDED BY ARCHITECT NAME • SIGN TO BE BRONZE WITH ARCHITECT CONSTRUCTION MANAGER NAME NAME RECESSED TEXT OWNERS PROJECT MANAGER NAM DEDICATION PLAQUE 1 1/2" = F-0" T3 PROJECTED CHARACTER SIGN 3/411 = 11-011 +/ 9'-1011/16" V.I.F. k D D 0 + RELOCATED EXISTING SIGN A11.4 3/411 = 1'-0" VINYL LOGO GRAPHIC, (4) COLORS, MOUNTED ON SIGNAGE GRADE SUBSTRATE 0 CV FLUSH MOUNTED DIMENSIONAL CHARACTERS D D o I co +/ 1 l'-2 5/8" V.I.F. I GYMNASIUM SIGNAGE 3/411 = 11-011 SIGNAGE SCHEDULE Number Name Type Comments BUILDING'A' 101 VESTIBULE 102 CORRIDOR D TYPE 'D' SIGN AT DOOR 101.4 103 CAFETERIA C/E 104 KITCHEN C 105 MANAGER'S OFFICE C 106 STORAGE C 107 GIRLS' TOILET B3 108 BOYS' TOILET B2 109 GENERAL STORAGE C 110 STEM LAB A 111 MEDIA CENTER C 112 OFFICE A 113 WORKROOM A 114 CORRIDOR 115 MAIN OFFICE C 116 PASSAGE 116A CLOSET 117 CONFERENCE C 118 PRINCIPAL C 119 SPECIAL EDUCATION CLERK A 120 TEACHER WORKROOM A 121 FACULTY LOUNGE C 122 TOILET B2 123 TOILET B3 124 HEALTH SERVICES C 125 EXAM/CONSULTATION C 125A CLOSET 126 TOILET B1 127 ART A 128 ART STORAGE A 129 KILN A 130 CORRIDOR 131 VESTIBULE 132 GYMNASIUM C/E 133 PE OFFICE C 134 PE STORAGE C 135 RAMP 136 CHAIR STORAGE C 137 PLATFORM/ INSTRUMENTAL MUSIC 138 STAIR/ RAMP 139 ELEMENTARY INTENSIVE A 140 TOILET B1 141 ELEMENTARY INTENSIVE A 142 GIRLS' TOILET B3 143 BOYS' TOILET B2 144 INSTRUCTIONAL STORAGE C i AG IYJ CI C/'`TOI(�AI !`I 11QCT LLV I t lIVAL VLVJL I -CLOSET (` V 146 IT C 147 MUSIC OFFICE A 148 PRACTICE A 149 MUSIC STORAGE A 150 GENERAL MUSIC A BUILDING 'B' 201 VESTIBULE 202 CORRIDOR D TYPE'D' SIGN AT DOOR 201.4 203 K-5 MEDICALLY FRAGILE A 204 TOILET B1 205 ISTORAGE C 2U6 O T /P T A 207 CORRIDOR D TYPE 'D' SIGN AT DOOR 207 (207-ALT. IF ALT. NO. 1 ACCEPTED) 208 TOILET B2 209 TOILET B3 210 CLASSROOM: KINDERGARTEN A 210A TOILET B1 211 CLASSROOM: KINDERGARTEN A 211A TOILET B1 212 CLASSROOM: GRADES 3-5 A 213 CLASSROOM: GRADES 3-5 A 214 CLASSROOM: KINDERGARTEN A 214A TOILET Bl 215 CLASSROOM: GRADES 3-5 A 216 CLASSROOM: GRADES 3-5 A 217 CLASSROOM: GRADES 3-5 A 218 CLASSROOM: GRADES 3-5 A 219 GIRLS' TOILET B3 220 BOYS' TOILET B2 221 CORRIDOR 222 JANITOR C 223 TOILET B2 224 TOILET B3 225 CLASSROOM: GRADES 3-5 A 226 CLASSROOM: GRADES 3-5 A 227 CLASSROOM: GRADES 3-5 A 228 CLASSROOM: GRADES 3-5 A 229 CLASSROOM: GRADES 3-5 A 230 CLASSROOM: GRADES 1-2 A 230A TOILET B1 231 CLASSROOM: GRADES 1-2 A 231A TOILET B1 232 BREAK-OUT AREA A/D TYPE 'D' SIGN AT DOOR 233.2 233 VESTIBULE 234 VESTIBULE 235 MATH INTERVENTION A 235A ENGLISH LEARNERS A 236 CORRIDOR 237 CLASSROOM: GRADES 1-2 A 237A TOILET B1 238 CLASSROOM: GRADES 1-2 A 238A TOILET Bl 239 RELATED SERVICES SUITE A 239A STORAGE C 240 CONFERENCE C 241 PSYCHOLOGIST A 242 SPEECH PATHOLOGIST A 243 SPEECH PATHOLOGIST A 244 SOCIAL WORKER A 245 WORLD LANGUAGE A 246 SPECIAL EDUCATION RESOURCE ROOM A 247 CLASSROOM: GRADES 1-2 A 247A TOILET B1 248 READING INTERVENTION A 249 OFFICE A 250 INSTRUCTIONAL STORAGE A 251 CLASSROOM: GRADES 1-2 A 251A TOILET B1 252 CLASSROOM: GRADES 1-2 A 252A TOILET B1 253 MDF A 254 ELECTRICAL A 255 CORRIDOR D TYPE'D' SIGN AT DOOR 258.2 256 TOILET B1 257 JANITOR C 258 VESTIBULE 259 RECEIVING C 260 GENERAL STORAGE C 261 CUSTODIAL OFFICE AREA C 262 GENERAL STORAGE C 263 MECHANICAL ROOM C/F PROVIDE ADDITIONAL SIGN TYPE C AT DOOR 263.2 INDICATING FACP LOCATION A202 CLASSROOM: GRADES 3-5 A A203 CLASSROOM GRADES 3-5 A REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 5 6 3 - 6 1 6 4 TITLE SIGNAGE AND SIGNAGE SCHEDULE DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. A11*4 ROOM FINISH SCHEDULE Room No. Room Name FLOORS WALLS CEILINGS MILLWORK Notes Flooring Base N S E F W Ceiling CountertopF Cabinet DI ill Ili Air+ 'A' ovlLvuv�a n 101 VESTIBULE WOC-1 RB-2 P-1 P-1 P-1 P-1 ACT-1 102 CORRIDOR LVT-1- 6 RB-2 P-lMIP-1/AWP-1 P-1/1NP-1/AWP-1 P-1/WP-1 P-1/WP-1 PNT EXP. STRUCT. P-9/WC-1 AT CURVED GWB AWP-1,REFER TO ELEVATIONS FOR SIZES, LOCATIONS, AND COLORS 103 CAFETERIA LVT-1- 6 RB-1 P-1 P-1 P-1/AWP-1 P-1 ACT-1 PL-3 PL-1 AWP-1,REFER TO ELEVATIONS FOR SIZES, LOCATIONS, AND COLORS 104 KITCHEN QT-1 QTB-1 EP-2 EP-2 EP-2 EP-2 ACT-2 105 MANAGER'S OFFICE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 106 STORAGE QT-1 QTB-1 EP-2 EP-2 EP-2 EP-2 ACT-2 107 GIRLS' TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1-5 EP-1/CWT-1 EP-1/CWT-1 PNT GWB SEE ELEVATIONS FOR WALL TILE PATTERN 108 BOYS' TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1-5 EP-1/CWT-1 EP-i/CWT-1 PNT GWB SEE ELEVATIONS FOR WALL TILE PATTERN 109 GENERAL STORAGE CONC. RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 110 STEM LAB LVT-1 & 3 RB-1 P-1 P-1 P-1 P-1 ACT-1 EPC-1 PL-1 111 MEDIA CENTER CPT-2 & 3 RB-1 P-1 P-1/AWP-2-6 P-1/AWP-2-6 P-1 0 ACT-1/PNT UV46 PL-4 PL-1 AWP-2-6, REFER TO ELEVATIONS FOR SIZE, LOCATIONS, AND COLORS 112 OFFICE CPT-2 RB-1 -1 P- P-1 P-1 ACT-1 113 WORKROOM CPT-2 RB-1 P- P-1 - ACT-1 PL-4 PL-1 114 CORRIDOR LVT-1-3 RB-2 P-1/WP-1 P-1/WP-1 P-1/WP-1 P-1/WP-1 ACT-1 115 MAIN OFFICE CPT-1 & 4 RB-1 P-7 A P-7 A P-7 A7 ACT-1 PL-2 PL-1 116 PASSAGE CPT-1 RB-1 -7 P- ACT-1 116A CLOSET CPT-1 RB-1 P-1 P-1 P-1 P-1 PNT GWB 117 CONFERENCE CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 118 PRINCIPAL CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 119 SPECIAL EDUCATION CLERK CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 120 TEACHER WORKROOM LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 121 FACULTY LOUNGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 122 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 123 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 10A 1L' up -Al TLI QCDVI(`CQ 1ILllLll l VL.IIVIVLV I \/T_i LV 1-1 DR_1 IILJ-1 P_i 1 -- P-1 P_i P-1 A('.T_i PI _3 PI -1 r..(:-1 125 EXAM/CONSULTATION LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 125A CLOSET LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 126 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 127 ART LVT-1 & 3 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 128 AR1 S 1 URAGE LV I -1 RB-1 P-i P-i P-i P-i ACT -i PL-3 PL-1 129 KILN CONC RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 130 CORRIDOR LVT-1-3 RB-2 P-1 P-1 P-1 P-1 ACT-1 PAINT P-3 AROUND DOOR ALCOVE, SEE ELEVATIONS FOR LOCATIONS 131 VESTIBULE WOC-1 RB-2 P-1 P-1 P-1 P-1 ACT-1 132 GYMNASIUM RSF-1 RB-1 P-1 P-1 P-1 P-1 PNT EXP. STRUCT. WHITE AWPA, REFER TO ELEVATIONS FOR SIZES, LOCATIONS, AND COLORS 133 PE OFFICE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 134 PE STORAGE CONC RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 134A JANITOR CONC. RB-1 EP-2 EP-2 EP-2 EP-2 PNT EXPOSED 135 RAMP RT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 RS-1 AT LANDING, HANDRAIL PAINTED P-3 136 CHAIR STORAGE CONC RB-i P-1 P-1 P-1 P-1 PNT EXPOSED 137 PLATFORM/ INSTRUMENTAL MUSIC LVT-1 RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED PL-3 PL-1 SC-1 138 STAIR/ RAMP RT-1/RST-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 RST-1 AT STAIR, RT-1 AT RAMP, HANDRAIL PAINTED P-3 139 ELEMENTARY INTENSIVE LVT-1 & 3 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-3 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 140 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 141 ELEMENTARY INTENSIVE LVT-1 & 3 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-3 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 142 GIRLS' TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1-5 EP-1/CWT-1 PNT GWB 143 BOYS' TOILET PT-1 CTB-i EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1-5 EP-1/CWT-1 PNT GWB 1AA I-r IKIQTDI lr'Tln%IAI Q-MDA(_`C IIYV 111VV I IVIY/"1L V I V1 Il'1\./L 1 \/7_1 LV I-1 DR-i 11L ID-1 1 P-1 P-1 P-1 A('.T_i 145 ELECTRICAL CLOSET CONC. REA P-1 P-1 P-1 P-1 PNT EXPOSED 146 IT CLOSET CONC. RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 147 MUSIC OFFICE CPT-2 REA P-1 P-1 P-1 P-1 ACT-1 148 PRACTICE CPT-2 RB-1 P-1 P-1 P-1 P-1/AWP-1 ACT-1 149 MUSIC STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 150 GENERAL MUSIC CPT-2 RB-1 P-1 P-1/AWP-1 P-1 P-1 ACT-1 PL-4 PL-1 BUILDING 'B' 201 IVESTIBULE WOC-1 I RB-2 I P-1 P-1 P-1 P-1 ACT-1 202 ICORRIDOR LVT-1, 2 & 6 RB-2 P-1/P-6 (AT ALCOVES)/WP-1 P-1/P-6 (AT ALCOVES)/WP-1 P-1/WP-1 P-1/WP-1 ACT-1 SEE ELEVATIONS FOR ACCENT PAINT COLOR LOCATIONS. 203 K-5 MEDICALLY FRAGILE LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 204 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 205 STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 206 OT/PT LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 207 CORRIDOR LVT-1, 2 & 6 RB-2 P-1/P-6 (AT ALCOVES)/WP-1 P-1/P-6 (AT ALCOVES)/WP-1 P-1/P-6/WP-1 P-1/P-6/WP-1 ACT-1 SEE ELEVATIONS FOR ACCENT PAINT COLOR LOCATIONS. 208 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 PL-1 209 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 PL-1 210 CLASSROOM: KINDERGARTEN LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 210A TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 211 CLASSROOM: KINDERGARTEN LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 211A TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 212 CLASSROOM: GRADES 3-5 LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 213 CLASSROOM: GRADES 3-5 LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 214 CLASSROOM: KINDERGARTEN LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 214A TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 215 CLASSROOM: GRADES 3-5 LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 216 CLASSROOM: GRADES 3-5 LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 217 CLASSROOM: GRADES 3-5 LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 218 CLASSROOM: GRADES 3-5 LVT-1 & 6 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-6 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 219 GIRLS' TOILET PT-1 CTB-1 EP-1/CWT-1-5 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 PNT GWB SEE ELEVATIONS FOR WALL TILE PATTERN 220 BOYS' TOILET PT-1 CTB-1 EP-1/CWT-1-5 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 PNT GWB SEE ELEVATIONS FOR WALL TILE PATTERN 221 CORRIDOR LVT-1, 2 & 5 RB-2 PAMP-1 PAMPA P-1/P-5 (AT ALCOVES)M/P-1 P-1/P-5 (AT ALCOVES)/WP-1 ACT-1 PAINT P-5 AROUND DOOR ALCOVE. SEE ELEVATIONS FOR ACCENT PAINT COLOR LOCATIONS. 222 STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 223 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 224 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 225 CLASSROOM: GRADES 3-5 LVT-1 & 5 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-5 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 226 CLASSROOM: GRADES 3-5 LVT-1 & 5 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-5 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 227 CLASSROOM: GRADES 3-5 LVT-1 & 5 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-5 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 228 CLASSROOM: GRADES 3-5 LVT-1 & 5 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-5 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 229 CLASSROOM: GRADES 3-5 LVT-1 & 5 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-5 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 230 CLASSROOM: GRADES 1-2 LVT-1 & 5 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-5 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 230A TOILET PT-1 CTB-1 CWT-1 & 2 CWT-1 & 2 CWT-1 & 2 CWT-1 & 2 ACT-1 231 CLASSROOM: GRADES 1-2 LVT-1 & 5 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-5 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 231A TOILET PT-1 CTB-1 CWT-1 & 2 CWT-1 & 2 CWT-1 & 2 CWT-1 & 2 ACT-1 232 BREAK-OUT AREA LVT-3-6 RB-2 P-1/WP-1 P-1/WP-1 P-1/WP-1 P-1/WP-1 ACT-1 SSM-2 PL-1 233 VESTIBULE WOC-1 RB-2 P-1 P-1 P-1 P-1 ACT-1 234 VESTIBULE WOC-1 RB-2 P-1 P-1 P-1 P-1 ACT-1 235 MATH INTERVENTION LVT-1 & 4 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 235A ENGLISH LEARNERS LVT-1 & 4 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 236 CORRIDOR LVT-1, 2 & 4 RB-2 P-1/WP-1 P-1/WP-1 P-1/P-4 (AT ALCOVES)/WP-1 P-1/P-4 (AT ALCOVES)/WP-1 ACT-1 SEE ELEVATIONS FOR ACCENT PAINT COLOR LOCATIONS. 237 CLASSROOM: GRADES 1-2 LVT-1 & 4 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-4 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 237A TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 238 CLASSROOM: GRADES 1-2 LVT-1 & 4 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-4 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 238A TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 239 RELATED SERVICES SUITE CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 239A STORAGE CPT-1 RB-1 P-1 P-1 P-1 P-1 PNT GWB 240 CONFERENCE CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 241 PSYCHOLOGIST CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 242 SPEECH PATHOLOGIST CPT-1 RB-1 P-1/AWP-7 P-1/AWP-7 P-1/AWP-7 P-1 ACT-1 243 SPEECH PATHOLOGIST CPT-1 RB-1 P-1/AWP-7 P-1/AWP-7 P-1/AWP-7 P-1 ACT-1 244 SOCIAL WORKER CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 245 WORLD LANGUAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 246 SPECIAL EDUCATION RESOURCE ROOM LVT-1 & 4 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-4 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 247 CLASSROOM: GRADES 1-2 LVT-1 & 4 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-4 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 247A TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 248 READING INTERVENTION LVT-1 & 4 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-4 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 249 OFFICE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 250 INSTRUCTIONAL STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 251 CLASSROOM: GRADES 1-2 LVT-1 & 4 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-4 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 251A TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 252 CLASSROOM: GRADES 1-2 LVT-1 & 4 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-3 PL-1 PAINT P-4 AROUND DOOR ENCLOSURE, SEE ELEVATIONS FOR LOCATIONS 252A TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 253 MDF CONC. RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 254 ELECTRICAL CONC. RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 255 CORRIDOR LVT-1 & 2 RB-2 P-1/WP-1 P-1/WP-1 P-1/WP-1 P-1/WP-1 ACT-1 256 TOILET PT-1 CTB-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 EP-1/CWT-1 ACT-1 257 JANITOR CONC. -- EP-2/FRP-1 EP-2/FRP-1 EP-2/FRP-1 EP-2/FRP-1 PNT EXPOSED 258 VESTIBULE WOC-1 RB-2 P-1 P-1 P-1 P-1 ACT-1 259 RECEIVING CONC. RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 260 GENERAL STORAGE CONC. RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 261 CUSTODIAL OFFICE AREA LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 262 GENERAL STORAGE CONC. RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 263 MECHANICAL ROOM CONC RB-1 P-1 P-1 P-1 P-1 PNT EXPOSED 0 0 N N t` 0 N L .Q E z U N .o z CL REVISIONS CONFORMED SET FINISH LEGEND MARCH 22, 2019 CARPET TILE RUBBER BASE PAINT ACOUSTICAL CEILING TILE 2 2/21/19 BID SUPPLEMENT 2 CPT-1: MFR- PATCRAFT RB-1: MFR- JOHNSONITE P-1: MFR- SHERWIN WILLIAMS ACT-1: MFR- ARMSTRONG L1Cn/lAl nn/ln1 l/lT 111 TIAAA LAU Ll AID/1 UAnAiPRODUCT-SLOPE PRODUCT-4 t BASE COLOR- J[V//OL/71VInLIITC riERON FRVuuu l- VL I IIVIM RlUn LVnv it l.7'tI COLOR- RATIO 00500 COLOR- CHARCOAL 20 FINISH- EGGSHELL COLOR- WHITE SIZE-12" X 48" (FIELD PAINT) SIZE- 24" X 24" INSTALLATION METHOD- ASHLAR RB-2: MFR- JOHNSONITE GRIDE- PRELUDE XL 15/16" PRODUCT- SAFE-T FIRST THERMOPLASTIC P-2: MFR- SHERWIN WILLIAMS CPT-2: MFR- PATCRAFT WITH 1" PHOTOLUMINESCENT BASE COLOR- SW7674 PEPPERCORN ACT-2: MFR- ARMSTRONG PRODUCT- ARTCLOTH COLOR- CHARCOAL 20 FINISH- SEMI GLOSS PRODUCT- CLEAN ROOM VL #868 COLOR- 00450 FIBER (DOORFRAMES) COLOR- WHITE SIZE-18" X 36" CERAMIC TILE BASE SIZE- 24" X 24" INSTALLATION METHOD- ASHLAR P-3: MFR- SHERWIN WILLIAMS GRIDE- PRELUDE XL 15/16" CTB-1: MFR- MOSA COLOR- SW7742 AGATE GREEN CPT-3: MFR- PATCRAFT PRODUCT- MOSA COLORS BASE FINISH- EGGSHELL PRODUCT- COLOR CHOICE COLOR-16660 (CORRIDOR AWP GREEN ACCENT) ACOUSTICAL WALL PANEL COLOR- CITRUS 00201 SIZE- 6" x 6" SIZE- 24" X 24" NOTE- PROVIDE SCHLUTER STRIP BETWEEN P-4: MFR- SHERWIN WILLIAMS AWP-1: MFR- ARMSTRONG CEILINGS INSTALLATION METHOD- ASHLAR TILE BASE AND FLOORING. COLOR- SW6620 REJUVENATE PRODUCT- TECTUM WALL PANELS FINISH- EGGSHELL SERIES- FINALE 1"THICK CPT-4: MFR- PA I CRAt I QUARRY TILE BASE (CLASSROOM SALMON ACCENT) COLOR- PAINTED IN FIELD, REFER TO ELEVATIONS FOR S 1 A I E PRUJEC I IVO. PRODUCT- COLOR CHOICE SIZES AND LOCATION COLOR- CACTUS 00370 QTB-1: MFR- CREATIVE OFFICE MATERIALS P-5: MFR- SHERWIN WILLIAMS SIZE- VARIES 132-0088 N SIZE- 24" X 24" PRODUCT- QUARRY TILE COVE BASE COLOR- SW6689 OVERJOY Phase 1 of 4 INSTALLATION METHOD- ASHLAR COLOR- DARK GRAY FINISH- EGGSHELL AWP-2: MFR- XOREL SIZE- 6" X 8" (CLASSROOM YELLOW ACCENT) PRODUCT- ART FORM SHAPE- CIRCLE GROUT P-6: MFR- SHERWIN WILLIAMS UPHOLSTERY- METEOR 6427 LUXURY VINYL TILE COLOR- SW6508 SECURE BLUE COLOR- 736 GT-1: MFR- LATICRETE FINISH- EGGSHELL SIZE- 2" THICKNESS, REFER TO ELEVATIONS FOR LVT-1: MFR- MANNINGTON COLOR- ALMOND 85 (CLASSROOM BLUE ACCENT) SIZES AND LOCATIONS. PRODUCT- COLOR ANCHOR LOI:A'I IOIV TO BE USEU IIVI I H CERAMIC VVHLL I ILt STYLE- STRIDE P-7: MFR- SHERWIN WILLIAMS AWP-3: MFR- XOREL COLOR- COTTONTAIL C138 GT-2: MFR- LATICRETE COLOR- SW6192 COASTAL PLAIN PRODUCT- ART FORM SIZE- 18" X 18" COLOR- SMOKE GREY 89 FINISH- EGGSHELL SHAPE- CIRCLE LOCATION- TO BE USED WITH PORCELAIN FLOOR TILE (OFFICE GREEN ACCENT) UPHOLSTERY- METEOR 6427 LVT-2: MFR- MANNINGTON COLOR- 720 PRODUCT- COLOR ANCHOR GT-3: MFR- LATICRETE P-8: MFR- SHERWIN WILLIAMS SIZE- 211 THICKNESS, REFER T V ELEVATIONS FOR STYLE- STRIDE COLOR- TBD COLOR- SW7044 AMAZING GRAY SIZES AND LOCATIONS. O COLOR- STERLING GRAY C140 LOCATION- TO BE USED WITH QUARRY FLOOR TILE FINISH- EGGSHELL SIZE-18" X 18" (CORRIDOR AWP GRAY ACCENT) AWP-4: MFR- XOREL O PRODUCT- ART FORM I VT23: MFR- MANNINGTON nrnA.Aln 1AIAI 1 TII r P-9: MFR-SHERWIN WILLIAMS SHAPE- CIRCLE PRODUCT- COLOR ANCHOR ur-MMIVI u VVHLL I ILC COLOR- SW7674 PEPPERCORN UPHOLSTERY- METEOR 6427 STYLE- STRIDE CWT-1: MFR- MOSA FINISH- EGGSHELL COLOR- 763 COLOR- CANOPY GREEN C131 PRODUCT- MOSA COLORS (LOBBY EXPOSED STRUCTURE) SIZE- 2" THICKNESS, REFER TO ELEVATIONS FOR ' 1 SIZE-18" X 18" COLOR-16660 SIZES AND LOCATIONS. v Arn AAAAIAIIAI/� K1 SIZE- 6" X 6" AIA/D_r• AACD_ VnDCI n LV 1T -4: IV]M_ IVIHIVIVIVU 1 UIV EPDXY PAINT / vv I PRODUCT- SPACIA CWT-2: MFR- MOSA PRODUCT- ART FORM STYLE- INFUSED; BROAD STREET PRODUCT- MOSA COLORS EP-1: MFR- SHERWIN WILLIAMS SHAPE- CIRCLE d. COLOR- SOUL IN247 COLOR- SW6192 COASTAL PLAIN UPHOLSTERY- METEOR 6427 COLOR- 20920 O SIZE- 9" X 9" SIZE- 6" X 6" COLOR- 745 EP-2: MFR- SHERWIN WILLIAMS SIZE- 2" THICKNESS, REFER TO ELEVATIONS FOR ti LVT-5: MFR- MANNINGTON CWT-3: MFR- MOSA COLOR- SW7627 WHITE HERON SIZES AND LOCATIONS. ^ 0 PRODUCT- SPACIA PRODUCT- MOSA COLORS H MCI STYLE- INFUSED; BROAD STREET COLOR-19950 AWP-6: MFR- XOREL COLOR- ENERGY IN240 SIZE- 6" X 6" IMPACT RESISTANT WALL PROTECTION PRODUCT- ART FORM O SIZE- 9 X 9 SHAPE- CIRCLE CWT-4: MFR- MOSA WP-1: MFR- WOLF GORDON UPHOLSTERY- METEOR 6427 lit LVT-6: MFR- MANNINGTON PRODUCT- MOSA COLORS COLLECTION- RAMPART COLOR- 738 M�1 PRODUCT- SPACIA SIZE- 2" THICKNESS, REFER TO ELEVATIONS FOR COLOR-19940 PATTERN- GRAIN (VERT. HUNG) I"1 STYLE- INFUSED; BROAD STREET SIZE- 6" X 6" COLOR- PINE GOH12648372 SIZES AND LOCATIONS. COLOR- GENIUS IN249 SIZE 9" X 9" CWT-5: MFR- MOSA WALLCOVERING TRIM TO BE USED WITH WP-1 AWP-7: MFR- CONWED DESIGNSCAPE Q F D D/1 n11/lT 01:017)/1Ain to/AI I AAnI IAITCn A(1(ll ICTI!'AI DAAICI J u i- nLor �/IYU Vvi1LL M%ju1Y 1 Lu 11ulJVo I IVl1L I rWIL.I- �� PRODUCT- MOSA COLORS MFR: FRY REGLET r n%ju U�� COLOR-19990 EDGE: WCT-BASE (TOP AND END PANEL) UPHOLSTERY- GUILFORD OF MAINE; OPEN HOUSE- QUARRY BLUE 2026 PORCELAIN TILE SIZE- 6" X 6" CORNER: WCT-OSC (OUTSIDE CORNER) THICKNESS- 2" THICK rT �{■� L./ SIZE- VARIES, REFER TO ELEVATIONS PT-1: MFR- CREATIVE MATERIALS CORP PRODUCT- BRAVE (HONED) PLASTIC LAMINATE CUBICLE CURTAIN TACKBOARDS In [� COLOR- LIGHT GRAY SIZE-12" X 24" PL-1: MFR- WILSONART CC-1: MFR- SOURCE ONE TB-1: MFR: HOMASOTE INSTALLATION METHOD- STAGGERED COLOR- MISSION MAPLE 7990-38 PATTERN- PLATOS PRODUCT: PINNACLE N.C.F.R. HOMASOTE LOCATION- MILLWORK COLOR- CPA-05 SIZE: 4'-0" x 8'-0" X 1/2" THICKNESS /11 IADDV TII C AArn 1AIII nl�AlA I"1T COLOR: PAINT COLOR VARIES n �Lvrinn 1 11LC PL 2: IVlrri_ VVILJOIV/-Ir91 NOTES: BOARDS TO BE PAINTED IN FIELD, COLOR- WHITE TIGRIS 4783-60 GYMNASIUM WALL PADS REFER TO ELEVATIONS FOR EXACT COLORS. QT-1: MFR- CREATIVE OFFICE MATERIALS LOCATION- ADMIN COUNTERTOPS PRODUCT- QUARRY TILE GWP-1: MFR- JAYPRO COLOR- DARK GRAY PL-3: MFR- WILSONART PRODUCT- VINYL WALL PADS FIBERGLASS -REINFORCED POLYESTER PANELS SIZE- 6" X 6" COLOR- COSMIC STRANDZ 4941 K-18 COLOR- FOREST GREEN LOCATION- CLASSROOM COUNTERTOPS FRP-1: MFR- MARLITE RUBBER TILE STANDARDFRP PL-4: MFR- WILSONART PLATFORM CURTAIN SURFACE -TEXTURED RT-1: MFR- JOHNSONITE COLOR- MUSHROOM 5013 SC-1: MFR- K.M. FABRICS COLOR- BISCUIT PRODUCT- RUBBER TILE PRODUCT- PRESTIGE LOCATION- MEDIA CENTER COUNTERTOPS SIZE- 4'-0" X 8'-0" X 3/32" PATT I ERN- CUBIS COLOR- 1064 BLACK COLOR- 59 HEATHER GREEN SOLID SURFACE MATERIAL SIZE- 24" X 24" OPERABLE PARTITION SSM-1: MFR- PORCELANOSA RUBBER STAIR TREAD PRODUCT- KRION OP-1: MFR- SKYFOLD COLOR- DEEP GRANITE 9903 PRODUCT- CLASSIC OPERABLE WALL RST-1: MFR- JOHNSONITE SIZE- 3/4" THK, LENGTHS VARY LAMINATE- WILSONART; MISSION MAPLE (GYM SIDE) PRODUCT- RUBBER STAIR TREAD LOCATION- WINDOW STOOLS FABRIC- CARNEGIE; XOREL- STRIE 6423 809 (STAGE SIDE) PATTERN- CUBIS COLOR- 59 HEATHER GREEN SSM-2: MFR- PORCELANOSA LOCKERS NOTES- INTEGRATED RISER AND VISUALLY PRODUCT- KRION CONTRASTING STRIP AT STAIR NOSING. PROVIDE COLOR- GREY STAR 7905 LK-1: MFR- REPUBLIC MATCHING SHEET GOODS AT LANDINGS. LOCATION- BENCHES (REFER TO DETAILS AND COLOR- DOVE GREY 20 PLANS) RUBBER SPORTS FLOORING EPDXY COUNTER TOP DIGITAL WALL COVERING RSF-1: MFR- GERFLOR EPC-1: MFR- DURCON PRODUCT- TARAFLEX MULTI USE 6.2 PRODUCT- EPDXY RESIN DWC-1: MFR- KOROSEAL COLOR- MAPLE 6381 COLOR- GRAPHITE PRODUCT- DIGITAL PRINT MEDIA NOTE- GAME LINES/STRIPING TO BE PAINTED SUBSTRATE- TYPE 11 VINYL WALLCOVERING GRAPHIC- CUSTOM DESIGN WALK OFF CARPET WOC-1: MFR- J & J FLOORING PRODUCT- INVISION PATTERN- INCOGNITO 7069 COLOR- OPERATIVE 1837 SIZE- 24" X 24" INSTALLATION METHOD- ASHLAR FINISH NOTES: 1. FINISHES NOTED ON THIS SCHEDULE ARE FOR GUIDANCE ONLY AND ARE GENERAL IN NATURE. IT IS NOT THE INTENT TO LIST EACH AND EVERY ITEM. COORDINATE WITH PLANS INTERIOR ELEVATIONS FINISH FLOOR PLANS SPECIFICATIONS ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISHES REQUIRED TO COMPLETE WORK IN ACCORDANCE WITH ALL CONTRACT DOCUMENTS. ````tN1t*1tt�t�q�q��fi 2. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED P-2,TYP. \`�� cot*vF 3. FLOORING FINISH CHANGES AT DOORS TO BE AT CENTER LINE OF CLOSED DOOR U.N.O. NCAN ' �'. 4. USE PREFORMED CORNERS FOR ALL RUBBER WALL BASE INSTALLATION._ �TOJ pFsr';�C►�� 5. VERIFY EXPANSION JOINT AND CONTROL JOINT LOCATIONS PRIOR TO INSTALLATION OF FLOORING. Ft o 6. SCRIBE ALL COUNTERS AND BACKSPLASHES TO WALL, CAULK TO MATCH WALL COLOR. 7. APPLY SELF LEVELING COMPOUND PRIOR TO INSTALLING FLOORING. SLABS MUST BE FREE OF IMPERFECTIONS, INDENTATIONS AND DEBRIS. ! * #:0 0 8. PROVIDE FLOOR SEALER AT ALL INTERIOR EXPOSED CONCRETE FLOORS. 9. BRING ALL FLOOR FINISHES WALL TO WALL AND UNDER MILLWORK. �• 10. PROVIDE REQUIRED BRACING AT WALL HUNG CABINETRY. ARG 11. PROVIDE BLOCKING AT ALL WALL HUNG ACCESSORIES, INCLUDING BUT NOT LIMITED TO ADA GRAB BARS. M11111t 12. ALL GWB CEILINGS AND SOFFITS TO BE PAINTED SHERWIN WILLIAMS CEILING WHITE, U.N.O. 13. ALL GUARD RAILS AND STRINGERS AT STAIRS TO BE PAINTED P-3. 14. REFER TO TOILET ROOM ELEVATIONS FOR CERAMIC WALL TILE PATTERNS. 15. USE EPDXY GROUT WITH QUARRY TILE FLOORING, TYP. 16. PROVIDE STONE THRESHOLDS AT DOORWAYS WHERE PORCELAIN TILE IS BEING USED. 17. PROVIDE COVED SCHLUTER STRIP DILEX-AHK BETWEEN CERAMIC WALL TILE AND FLOOR TILE IN ALL TOILET ROOMS, TYP. 18. REFER TO CODE PLANS FOR EXACT LOCATIONS OF PHOTOLUMINESCENT RUBBER BASE RB-2. 1VIOSER PTLON NELSON ARCHITECTS 30 JORDAN LANE W ETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOM FINISH SCHEDULE DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects AFLO 2 FINISH LEGEND CARPET TILE LUXURY VINYL TILE CPT-1 & 2 LVT-6 CARPET TILE PORCELAIN TILE CPT-3 & 4 PT-1 CONCRETE QUARRY TILE CONC. QT-1 LUXURY VINYL TILE RUBBER TILE LVT-1 RT-1 LUXURY VINYL TILE SPORTS FLOOR -WOOD LOOK LVT-2 � RSF-1 LUXURY VINYL TILE RUBBER STAIR TREAD LVT-3 RST-1 LUXURY VINYL TILE � WALK OFF CARPET TILE LVT-4 WOC-1 ULUXURY VINYL I ILt LVT-5 E ►�� III ///IUl/llp�ll Lwg NSA — Am m On, 1v �1 im m' mg, ig • � !ice �' '� �' {�P�,� Ills ,��• ilk -2 0 -_ 4 f , _ - N I .. • y i - 6 -6" - 10 -2 5/16" - R - • E TI I Q ,y MAID D D 2 - BONE R G '41~ I E ... 112 i` 1L o. :. PRfNCtPAL.:. ,. I. / 247�A � OS T I � 1 - D D • OR IDOR \ TO LET I \ / EC 238A 122_ 1 D ON ES 6 OA .. S L-" - M E DUCAT - D „F �• f D - \ 1 r4= 1 19 -,"PA A E S G. 1111 R:04 R M O .K. - 1� ,1 - - 01 rll/?�' %/;; l 10 TH IL i X COU"TYARD \ CONFERENCE a PSY.CfIC}tO.olls ; KILN' 24t PROJECT \ NORTH 0' 4' 8' \ 16' �� mMMMMMMMM=01 ■■wwwww■w■■w■� � "MEN I 1F 1 FIRST FLOOR FINISHES PLAN - NORTH AF1.1 " KEY PLAN N.T.S. MAIN ENTRANCE • MATCHLINE SOUTH ENTRANCE ° 1-2 MATCHLINE REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 � O z� 0 E•I�U O A z w�� O w�� W W MOSER PILON NELSON ARCHITECTS EN LI NE S 30 JORDAN LANE 2 WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FIRST FLOOR A H FINISHES PLAN - TIN _ >`' NORTH MATCHLINE 1 / AF1.2 DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. AF1*1 /V TH REVISIONS CONFORMED SET MARCH 22, 2019 1 / AF1.1 ® ® ® ® — — — A T CHLINE PE STOR, Fad I JANITOR 134A ---------- 0 FINISH LEGEND I:.. ,, I CARPET TILE LUXURY VINYL TILE f i CPT-1 & 2 LVT-6 CARPET TILE PORCELAIN TILE — —! CPT-3 & 4 PT-1 CONCRETE QUARRY TILE CONC. QT-1 LUXURY VINYL TILE RUBBER TILE - LVT-1 RT-1 LUXURY VINYL TILE SPORTS FLOOR - WOOD LOOK LVT-2 RSF-1 LUXURY VINYL TILE RUBBER STAIR TREAD LVT 3 oc0000 ov 000 RST-1 LUXURY VINYL TILE WALK OFF CARPET TILE LVT-4 WOC-1 LUXURY VINYL TILE LVT-5 ;i r I IN E IV i i I 1 o - 1 40 -�7 f 74J \ Tx L ME TA Y IN E IV i i / / I / COURTYARD G AI t / \ 1 G \ I / G �1 d IT LOSE'G tr CfRICAL^ ".146 CLOttT ° _ -1-4 ° = . d a a a ° KINDERGARTEN PLAYGROUND 3-5 PROJECT NORTH BREAK-OUT AREA _2 %232 1'-6"-5'-0" V-E r if - mm FIRS' FLOOR FINISHES PLAN - 1/8" = F-0„ OMNI III!®! C 3-5 ][BEY PLAN N.T.S. MAIN ENTRANCE • MATCHLINE IJTH SOUTH i ENTRANCE ° I 1 / AF1 1 MATCHLI E MATCHLINE S 1 A I E PRVJEC 1 1NJ1O. 132-0088 N Phase 1 of 4 1 r—:4 /� I I � I 00 n � #7 ; I.,r,r:tssssstcE::�`. MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FIRST FLOOR FINISHES PLAN - SOUTH DATE 11 /02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. AF1*2 VI TCHLINE / AF2.2 NOTE: FURNITURE PLANS ARE FOR REFERENCE ONLY, NOT FOR CONSTRUCTION. m MAIN OFFICE 115- &h ]( PLAN N.T.S. MAIN ENTRANCE �, j O MECHANICAL ` ROOM MATCHLINE 263 dolp do MANAGER'S ✓_ / /_\ �,GLNERAL ` ° FFIG 05 A�-'M7/ A-N SOUTHEN RALS O GE� I ENTRANCE ° 260 ` ' do 00 00 do USTODIAL41010 \ ` FFICE AREA \ do r .T 261 RECEIVING STORA 259 .� 106 KITCH ` ` 4 104 ;3 , , ` ESTIBULE f 258 \ CORRIDOR \ TOILET O 252A CAFETERIA %A' I \ \\ ,�\W�\� GRADES 102./ ° \ ELECTRICAL 254 107 CORRIDOR ° p BOYTILE'I 236oCORI RIDOR �^ �� n ADRS 1 ✓ 25 VESTIIBUL STEM L MDF 110 NSTRUCTJONAL r V II II I� ✓ r GENERAL S AG 1 VILC 1 _ 251A STO13AGE I \ � 109 CLASSROOM: GRADES 1-2 CONFERENCE PRINCIPA C F 117 F1 1-8-1 I \ LO ) 161 CORRIDOR 114 TOILET TOILET 122 F123 1, SP CIAL I EDUCATION CL �F%—ALi 9 PASSAGE 116 WORKR L FACULTY LOUNGE � 121 I I � � — LlI IIHI I I HEALTH SERVICES EXAM CLOS TOILET 12 125A 126 r--,,PE OFFICE gill 133 I �I L ® �I► I CORRIDORF1 130 - J CORRIDOR 236 - TOIL 247A TOILET 238A CLASSROOM: _ GRADES 1-2 / 238 / CLASSROOM: GRADES 1-2 237 BREAK - AREA 232 TOILE' 237A- e � VESTIBULE 233 MATCHLINE REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 \ \,4'`i✓,is.'il!'B try+ 1 it t '020 n MO SER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE FIRST FLOOR FURNITURE PLAN - NORTH (FOR REFERENCE ONLY) DATE 11/02/2018 MATCHLI E COPYRIGHT (c) 1 / AF2. Moser Pilon Nelson Architects DWG. NO. 1 FIRST FLOOR EQUIPMENT PLAN - NORTH AF2.1 1/811 = 11-011 AF2*1 1 / AF2.1 ME VATCHLINE l F C'E6 J i■Li■■!�■ i� li■IM■IN■Gmm ■■ i■ M■ ■ili■ji■,i�i ■■ �■ No M■ ■■ M■ ■■ M■ ■■' ■■ !■ ■■ !■ !■ ■■ _wit (� �,�■, �■ s■ �■ �■ ■■ � � ems• �■ .■_■ ■—i �■ �■ 201 --�_�-T-Tali, K-5 MEDICALLY PE STOR 134 0 AIR/ RAMP 138 F1MOM OFFICE U 1 77_ Q ACTICE7 �0 148 I o7 MUSIC STORAGE 149 CORRIDOR 202 TOILET 204 STORAGE OT/PT 205 206 PEI NOTE: FURNITURE PLANS ARE FOR REFERENCE ONLY, NOT FOR CONSTRUCTION. VESTIBULE 131 / \ BREAK-OUT r AREA ---------,�-------------------------------------------� 232 0 / U� / \ V STIBULE \234 VESTIBULE/ 233 , ME T 'T TOILET F OILE T-4' i �' i i �� Tl� as , c��1-H / \ CLASSROOM: u CLASSROOM: GRADES 1-2 GRADES 1-2 231 [?30 TOILET — — / \. ✓ 140 ° \ CLASSROOM: CLASSROOM: r;RnrrFc �z \ 229v I I M. ^228v off - IF I / \ = CORRIDOR \ 221 TT l _ GIRLS' TOILET 142 ® / \ ° LQ\ sAO ^ -0-�--0- LASS I GRADES - RADES 3-5 [226 ' TOILET 210A LASS 00 I SIDER N. 210 C 0 BOYS' TOILET 143 STORAGE 144 `n IT, LOSET JECTRICAL F146 CLOSET 145 C 9 m @ 3 ri 0yi m II I 0 CLASSR OM �-H GRADE \ / - SSROOM: 212 WADES 3-5 213 e CLASSROOM: INDERGARTEN 211 ' TOILET 211A v KINDERGARTEN PLAYGROUND ■101 �I � It CLASSROOW. JNDERGARTE 2i4 &__� �1 CORRIDOR 207 TOILET ! @ __ ) I I 0 LAS ROOM: DES 3-5 pf7q�jl7 215 rm Y m y=. A i� TO0T7 CLASSROOM I - ILL4I . o ca ® ® cl cl TOILET 223 IRLS' TOILET BOYS'TOILET 219 ° 220 ° ° I ORAGE � 222 I- y ROOM: ES 3-5 CLASS 00 7 GRADE _ i 5 216 / .\Ll �L 1 PROJECT NORTH 0' 4' 8' 16' FIRST FLOOR EQUIPMENT PLAN - S 1/811 = 1'-0'1 KEY PLAN N.T.S. MAIN ENTRANCE • MATCHLINE TTH SOUTFF i ENTRANCE ° 1 / AF2. MATCHLII REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 ��1111Q1►t21?}}}}� >'h .�:1 Vf '�a %t:rt�Et;a;s'�i5 MOSER PII.ON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FIRST FLOOR FURNITURE PLAN - SOUTH (FOR REFERENCE ONLY) MATCHLINE DATE 11/02/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. AF2e2 I ;; S T R U C T U R A L N 0 T E S 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 COMPLETE. THE CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE STRUCTURES STABILITY DURING CONSTRUCTION INCLUDING MEANS METHODS OF ERECTION, TEMPORARY SHORING AND TEMPORARY BRACING. A6. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR FOLLOWING ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF THE WORK. AT 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 CAPACITY AND SEISMIC DESIGN VALUES HAS BEEN LISTED IN THE DESIGN DATA TABLE ON THIS SHEET FOR SHALLOW FOUNDATION DESIGN. REFER TO THE 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 GEOTECHNICAL ENGINEER ENGAGED BY THE OWNER. FOOTINGS SHALL NOT BE PLACED VVI I ROUT APPRUVIAL FRVIVI I HE QF-U I EIr.H VICAL C VGI NEER. 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 ATTANTION OF THE STRUCTURAL ENGINEER OF RECORD FOR FURTHER EVALUATION AND DIRECTION. C. BUILDING EARTHWORK (REFERENCE SPECIFICATION DIVISION 31, EARTHWORK, AND GEOTECNICAL ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018.) C'1, Al I ARFAS WITHIN THE STRUCTURF WIL I BF STRIPPED OF EXISTING FIL I MATERIALS AND REPLACED WITH CONTROLLED STRUCTURAL FILLTO REQUIRED ELEVATIONS. C2. AFTER REMOVAL OF ANY EXISTING SITE PIPING, TANKS, BURIED CONDUITS, ETC. THAT ARE WITHIN THE AREA OF THE NEW BUILDING FOOTPRINT, STRUCTRUAL FILL IS TO BE PROVIDED IN ALL TRENCHES AND EXCAVATIONS OF EQUIPMENT REMOVED AND FILL IS TO BE PLACED IN ACCORDANCE WITH THE GEOTECNICAL ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018. C3. EXCAVATIONS IN WET AREAS SHALL BE PROTECTED FROM REMOLDING 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 GEOTECHNICAL ENGINEER'S REPORT AND EARTH MOVING SPECIFICATION FOR EXCAVATION REQUIREMENTS. SOIL BEARING CAPACITY OF THE SUBGRADE SHALL BE VERIFIED PRIOR TO THE PLACEMENT OF FOUNDATIONS AND CRUSHED 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 REQUIREMENTS AND GUIDELINES. 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 TO TOP OF FINISH GRADE. D. FOOTINGS D1. ELEVATION OF BOTTOM OF FOOTINGS ARE TO BE VERIFIED WITH FIELD CONDITIONS AND ARE TO MAINTAIN A MINIMUM DEPTH OF FOOTING OF -T-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. D3. ALL FOOTINGS SHALL BE A MINIMUM OF 12 INCHES THICK AND EXTEND 4 INCHES BEYOND 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. E. CONCRETE E1. CONCRETE STRENGTH AT 28 DAYS SHALL BE AS INDICATED IN DESIGN DATA TABLE THIS SHEET. E2. PROTECTIVE COVER, SPLICE LAP AND EMBEDMENT FOR REINFORCING STEEL SHALL BE PER LATEST ACI SPECIFICATION AS NOTED 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 BARS TOP AND BOTTOM CONTINUOUS AND # 4 BARS AT 12" ON CENTER BOTH WAYS 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 NOT TO PENETRATE OR DAMAGE SLAB VAPOR BARRIER. E6. THE SIZE OF A SINGLE SLAB ON GRADE PLACEMENT SHALL BE LIMITED TO AN AREA THAT CAN BE SAW -CUT AT THE PROPER TIME WITHOUT EXTENSIVE DELAY. AREA BETWEEN SAW -CUTS SHALL BE ROUGHLY SQUARE AND NOT EXCEED 144 SQUARE FEET, OR 36 TIMES THE DEPTH OF THE SLAB. ET 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 E8. THE CONTRACTOR SHALL INCLUDE IN THEIR BID AN ADDITIONAL QUANTITY OF CONCRETE 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 A.I.S.C. UNLESS THE REACTIONS ARE INDICATED ON THE PLANS. F2. ALL BOLTED CONNECTIONS SHALL USE HIGH STRENGTH A325 OR A490 BOLTS. F3. ALL WELDED CONNECTIONS SHALL USE E70-XX ELECTRODES. F4. ALL STEEL AND CONNECTING HARDWARE EXPOSED TO THE WEATHER SHALL BE HOT -DIP r-AI \/ANIMM INI ACCORDANCE NA/ITW A(ZTKA A122 A�TKA 1SZ r)P A�Tt\A A653 AS V /'l-v /"II vLLv Iry , J, v APPLICABLE. G. SUBMITTALS G1. SHOP DRAWINGS SHALL BE PROVIDED IN ELECTRONIC PDF FORMAT FOR; • CONCRETE REBAR • ANCHOR BOLT PLANS • STRUCTURAL STEEL • COLD FORMED LIGHT GAGE STEEL FRAMING AND TRUSSES G2. PRODUCT DATA, DESIGN MIXES, 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 THE DESIGN TEAM'S REVIEW. G4. ELECTRONIC PDF SUBMITTALS WILL BE RETURNED WITHIN 14 DAYS DEPENDING ON SIZE OF SUBMITTED PACKAGE. LARGER SHOP DRAWING PACKAGES AND MULTIPLE SUBMITTALS SENT AT THE SAME TIME FOR REVIEW MAY REQUIRE ADDITIONAL TIME FOR DESIGN TEAM'S REVIEW. G5. ANY ITEMS THAT HAVE BEEN RETURNED AND MARKED AS "REVISE AND RESUBMIT" OR "REJECTED" SHOULD NOT BE SUPLIED OR FABRICATED FOR THIS PROJECT UNTIL CORRECTED COPIES HAVE BEEN RESUBMITTED, REVIEWED, AND RETURNED WITHOUT FURTHER COMMENT. ABBREVIATIONS AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL ARCH. ARCHITECTURAL B. BOTTOM B.F. BOTTOM OF FOOTING BP BEARING PLATE BrFr BRACE FRAME C.C. CENTER TO CENTER C.J. CONTROLJOINT CANTIL. CANTILEVER CONC. CONCRETE DIA. DIAMETER DWG. DRAWING EA. EACH E.J. EXPANSION JOINT ELEV. ELEVATION EOD EDGE OF DECK FD FLOOR DRAIN FS FLOOR SINK HSK HOUSEKEEPING PAD k KIP K*Ft KIP -FOOT LBS. POUNDS LGMF LIGHT GAGE METAL FRAMING MEP MECHANICAL, ELECTRICAL, PLUMBING O.C. ON CENTER P.A.F. POWDER ACTUATED FASTENER PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P/C PRE -CAST REINF. REINFORCED S.F. STEP FOOTING SIM. SIMILAR STL. STEEL SW SHEAR WALL T. TOP 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 W. FR. WINDOW FRAME SUPPORT STRUCTURAL DRAWING LIST SHEET NUMBER SHEET NAME SO.1 STRUCTURAL DESIGN DATA SO.2 OVERALLTHREE'D'VIEW S1.0 FOUNDATION THREE'D' VIEWS S1.1 OVERALL FOUNDATION PLAN S1.2 FOUNDATION PLAN - NORTH S1.3 FOUNDATION PLAN -SOUTH S1.4 FOUNDATION PLAN - SOUTH -ADD ALTERNATE and PLAYGROUND WALL LAYOUT S2.0 ROOF FRAMING THREE'D' VIEWS S2.1 OVERALL ROOF FRAMING PLAN 52.2 ROUF FRAMING PLAN - NUR I H S2.3 ROOF FRAMING PLAN - SOUTH S2.4 HIGH ROOF FRAMING PLANS and ROOF FRAMING PART PLAN SOUTH - ADD ALTERNATE S2.5 ROOF FRAMING PLAN - NORTH - ROOF TOP EQUIPMENT SCREEN FRAMING S3.0 TYPICAL CONCRETE DETAILS S3.1 FOUNDATION SECTIONS S3.2 FOUNDATION SECTIONS S3.3 FOUNDATION SECTIONS S3.4 FOUNDATION SECTIONS S4.OA TYPICAL FRAMING DETAILS S4.OB TYPICAL FRAMING DETAILS and PROSCENIUM STEEL GIRDER ELEVATION S4.1 ROOF FRAMING SECTIONS S4.2 ROOF FRAMING SECTIONS S4.3 ROOF FRAMING SECTIONS S4.4 ROOF FRAMING SECTIONS S4.5 ROOF FRAMING SECTIONS S4.6 ROOF FRAMING SECTIONS S4.7 ROOF FRAMING SECTIONS S4.8 ROOF 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 S6.1 LATERAL FRAME ELEVATIONS and DETAILS S6.2 LATERAL FRAME ELEVATIONS S6.3 ROOF TRUSS ELEVATIONS, GYM GIRDER TRUSS and GYM STEEL ROOF BENT ELEVATIONS COMPONENTS AND CLADDING DESIGN WIND PRESSURES (PSF) FLAT ROOF AREAS V",t = 135 MPH EFFECTIVE WIND AREA IN SQUARE FEET (SF) ASCE-10 FIGURE REFERENCE SECTION ZONE < 10 SF < 20 SF < 50 SF > 100 SF Q1 (+) 16.2 (-) 39.8 {+) 16.0 (-) 38.8 (+) 16.0 (-) 37.4 (+) 16.0 (-) 36.4 30.4-2C MAIN (+) 16.2 (-) 66.7 {+) 16.0 (-) 59.6 (+) 16.0 (-) 50.3 (+) 16.0 (-) 43.1 ROOF OVHG. (-) 55.6 (-) 53.0 (-) 49.5 (-) 46.9 30.4-2C MAIN (+) 16.2 (-) 100.5 (+) 16.0 1(-) 83.2 (+) 16.0 1(-) 60.4 (+) 16.0 (-) 43.1 O OVHG. (-) 64.7.1 (-) 60.5 (-) 54.9 (-) 50.6 30.4-2C ® (+) 36.4 (-) 39.4 (+) 34.8 (-) 37.8 (+) 32.7 (-) 35.7 (+) 31.0 (-) 34.1 30.4-1 WALL (+) 36.4 (-) 48.5 (+) 34.8 (-) 45.3 (+) 32.7 (-) 41.1 (+) 31.0 (-) 37.8 30.4-1 GABLE ROOF AREAS V",t = 135 MPH EFFECTIVE WIND AREA IN SQUARE FEET (SF) ASCE-10 FIGURE REFERENCE SECTION ZONE < 10 SF < 20 SF < 50 SF > 100 SF O1 (+) 38.1 (-) 41.7 {+) 37.1 (-) 39.5 (+) 35.7 (-) 36.7 (+) 34.6 (-) 34.6 30.4-2A MAIN (+) 38.1 (-) 48.7 (+) 37.1 (-) 46.6 (+) 35.7 (-) 43.8 (+) 34.6 (-) 41.7 ROOF 0 OVHG. (-) 77.0 (-) 74.9 (-) 72.1 (-) 69.9 30.4-2A MAIN (+) 38.1 (-) 48.7 (+) 37.1 (-) 46.6 (+) 35.7 (-) 43.8 (+) 34.6 (-) 41.7 3 O OVHG. (-) 77.0 (-) 7a..9 (-) 72.1 (-) 69.9 30.4-2A ® (+) 41.7 (-) 45.2 (+) 39.8 (-) 43.3 (+) 37.3 (-) 40.8 (+) 35.4 (-) 39.0 30.4-1 WALL O (+) 41.7 (-) 55.8 (+) 39.8 (-) 52.0 (+) 37.3 (-) 47.1 (+) 35.4 (-) 43.3 30.4-1 GYMNASIUM AND LOBBY ROOF AREAS V.It = 135 MPH EFFECTIVE WIND AREA IN SQUARE FEET (SF) ASCE-10 FIGURE REFERENCE SECTION ZONE < 10 SF < 20 SF < 50 SF > 100 SF OL (+) 19.0 (-) 46.7 (+) 16.0 (-) 37.9 (+) 16.0 (-) 37.0 (+) 16.0 (-) 35.4 30.4-2A MAIN (+) 16.0 (-) 64.8 (+) 16.0 (-) 58.2 (+) 16.0 (-) 48.5 (+) 16.0 {-) 41.9 ROOF 0 OVHG. (-) 61.6 (-) 60.7 (-) 59.1 (-) 58.2 30.4-2A MAIN (+) 16.0 1(-) 97.6 (+) 16.0 1(-) 81.2 (+) 16.0 1(-) 58.2 (+) 16.0 1(-) 41.9 O OVHG. (-) 97.6 (-) 78.0 (-) 51.7 (-) 32.1 30.4-2A ® (+) 35.4 (-) 38.3 (+) 33.9 (-) 36.8 (+) 31.7 (-) 34.6 (+) 29.6 (-) 32.6 30.4-1 WALL O (+) 35.4 (-) 47.2 (+) 33.9 (-) 44.2 (+) 31.7 (-) 37.8 (+) 29.6 (-) 36.8 30.4-1 NOTES 1. VALUES IN THE CHART ARE BASED ON ASCE7-10, CHAPTER 30, PART 1, "LOW RISE BUILDINGS", USING WIND LOAD PARAMETERS LISTED IN THE DESIGN DATA; Kd=0.85, Kzt=1.0, GCpi=(+/-)0.18, AND THE MEAN OR ACTUAL ROOF HEIGHT. 2. NEGATIVE VALUES (-) INDICATE WIND PRESSURES ACTING AWAY FROM THE SURFACES. 3. POSITIVE VALUES (+) INDICATE WIND PRESSURES ACTING TOWARDS THE SURFACES. 4. NOTATION: (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. (h) EAVE HEIGHT 5. KEY PLAN FOR WIND ZONES: B B a a a a OI IO O Lk----- O------r3 cv 3 I - O I® I� GI ( I O O-I-- - - -- O - - - - - t -� O3 OO -' -I------ --- - --I- (DI I (DI O I I I (I O I(D i I I I O-I------ O------I-O O1------ O-----f� ZONES FOR GABLE ROOFS ZONES FOR FLAT ROOFS O ® O (D w S a a LorB ZONES FOR WALLS DESIGN DATA CODES USED I STRESSES USED CCAICDA] \JLIVLIN ML Cull DCADINIG r-ADAr'ITV CTDI JVi I-ULf %I Nt 14V l.!"�r r%1_ I I JI1\UC CONTROLLED FILL or 4,000 PSF I(- I I D A I CTCCI VRAI-JILLl_ WIDE FLANGE SHAPES 2018 CONNECTICUT STATE BUILDING CODE IBC-15 ASCE 7-10 NATURAL SOILS ASTM A992 fy = 50 KSI CONCRETE CONCRETE AND MASONRY FOUNDATION FOOTINGS f� = 3,500 PSI ROUND HSS SHAPES ASTM A500 GR. B f = 42 KSI ACI 318-14 INTERIOR WALLS f� = 3,500 PSI RECTANGULAR HSS SHAPES MASONRY EXTERIOR WALLS fic = 3,500 PSI ASTM A500 GR. B fy = 46 KSI ACI 530-13 ACI 530.1-13 ASCE 5-13 �. c = 3,000 PSI SLAB ON GRADE f ASCE 6-13 TMS 402-13 TMS 602-13 EXTERIOR SLABS, f� = 4,500 PSI PIPE SHAPES , STEEL APRONS, AND PADS ASTM A53 GR. B f = 35 KSI Y MISCELLANEOUS SHAPES AISC 360-10 AISC 341-10 TYPICAL CMU WALLS f'm= 1,500 PSI ASTM A36 fy = 36 KSI GENERATOR ENCLOSURE f'm= 2,000 PSI CMU WALLS REINFORCING STEEL ASTM GR. 60 LOAD LIVE/SNOW SLAB ROOFING DEAD LOAD -OR- -OR- CEILING FRAMING MISC. LOCATION DECK FINISH TOTAL FLAT ROOF 301' 3 10 5 8 123 �Z6 8 LGMF TRUSSED ROOF 301' 3 10 5 8 2 123 [!�Z68 GYMNASIUM ROOF 301 3 10 0 10 123' �Z65 18 ACCESS PLATFORM (50 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. DESIGN PARAMETERS - SNOW, WIND AND EARTHQUAKE SNOW DATA GROUND SNOW LOAD CT BUILDING CODE-APPENDIX'N' Fig = 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,mi, = 30.0 PSF SNOW EXPOSURE FACTOR ASCE 7, TABLE 7.2 Ce = 1.00 SNOW IMPORTANCE FACTOR ASCE 7, TABLE 1.5-2 I, = 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' VI,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 ZQ WIND EXPOSURE CATEGORY ASCE 7, SECTION 26.7.3 CATEGORY'C' INTERNAL PRESSURE COEFFICIENT ASCE 7, TABLE 26.11-1 GCp; = +/- 0.18 COMPONENTS AND CLADDING ASCF 7, CHAPTER 30 REFER TO SCHEDULE DESIGN WIND PRESSURE SEISMIC DATA BUILDING RISK CATEGORY ASCE 7, TABLE 1.5-1 CATEGORY III SNOW IMPORTANCE FACTOR ASCE 7, TABLE 1.5-2 IL= 1.25 MAPPED SPECTRAL RESPONSE CT BUILDING CODE - APPENDIX'N' Ss= 0.178 ACCELERATION PARAMETERS S1=0.064 SITE CLASSIFICATION GEOTECHNICAL ENGINEERS REPORT CLASS'C' DESIGN SPECTRAL RESPONSE ASCE 7, SECTION 11.4.4 SDs= 0.1424 ACCELERATION PARAMETERS SD1= 0.0725 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 V1 = 41.8 kips V3 = 32.6 kips (REFER TO SEISMIC KEY PLAN BELOW) V2 = 40.35 kips V4 = 80.0 kips SEISMIC RESPONSE COEFFICIENT ASCE 7, SECTION 12.8.1.1 Csi= 0.049 Cs3= 0.040 CS2 = 0.059 CS4 = 0.059 RESPONSE MODIFICATION COEFFICIENT ASCE 7, TABLE 12.2-1 R = 3.0 (ALL BUILDING AREAS) ANALYSIS PROCEDURE USED ASCE 7, SECTION 12.8 EQUIVALENT LATERAL FORCE SEISMIC KEY PLAN N.T.S. MAIN ENTRANCE ' COURTYARD - - - PROJECT NORTH SECONDARY 9 ENTRANCE REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 0 � O Z � 0 ;> H w�o o W E� W I RARD AND OMPANY I_L r STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 STRUCTURAL PLAN LEGEND FRAMING LEGEND BEAM SIZE INDICATES SPRAY APPLIED *B-1 SOILTEST BORING LOCATION AND DESIGNATION FIREPROOFING. TOP OF BEAM ELEVATION RELATIVE MOSER O INDICATES SPAN DIRECTION AND TO FLOOR TOP OF STEEL. COLUMN OR POST DESIGNATION OF FLOOR AND/OR ROOF PILON CONSTRUCTION _2") __ W+*x*__--_-- (-2`') BF -- NELSON DRAWING MATCHLINE INDICATES FIELD WELDED A R C H I T E C T S 7 S-102 INDICATES STEEL BRACED FRAME. MOMENT CONNECTION. 30 JORDAN LANE EJ WETHERSFI563CT. 06109 BUILDING EXPANSION JOINT INDICATES DIRECTION OF DOWNWARD SLOPE. (860) - 6 16 4 ---------' '--------- EXISTING GRADE CONTOUR FOUNDATION LEGEND TITLE STRUCTURAL COLUMN GRID LINE BOTTOM OF WALL FOOTING ELEVATION. DESIGN DATA REINFORCED CONCRETE FOUNDATION WALL TOP OF FOUNDATION WALL ELEVATION. TOP OF SHELF ELEVATION -\ v T.S. _ -1' - 0" -- -I- -, T.W. = 0'- 0" -J L-B_F.=-4'-oil -- ---LL --- -1- - - - - - - -- DATE 11/2/2018 - J SHADED REGION INDICATES DROP COPYRIGHT (c) INDICATES STEPPED FOOTING A I Moser Pilon Nelson Architects IN TOP OF FOUNDATION WALL. T. P. _ -0 - 10 REINFORCED CONCRETE FOOTING B.F. _ -4 - 2 CONCRETE PIER DESIGNATION DWG. NO. AND TOP ELEVATION. COLUMN FOOTING DESIGNATION AND BOTTOM ELEVATION. Soot � Ild- k�k4 Nlihi, lip 4 k'S IMUO 0A 41 1 .4 ki ik JQ -A KI, q% �74 _.4 VA 4 44 \41 / .r -4 40 4 4 -4 'M -4 k k'l NN IVA MAk �_4 4 Adw A CIA 'A Irv! WIV- lop" r4or/,O,� ,Ad AhL 717,,- 57-7 Affil I zz d- 7;401�'7 70:10 r4o�eAlq 0 r4O'Z^q r4OoZF i AV AM 1 iop A&" pr4 OOP 44r.,;,•►,a ,/ ; _ _��%..� ems -Ad . ow Van ,adMAN MW ISO W fG a,�,� �� // 00'04e I oe Z_ -11, • IMI MINQ 11 \i� �- __ Wo wou Oki FIN, Oil% MOM %Pl _LAWO REVISIONS CONFORMED SET MARCH 22, 2019 LOADING DOCK - THREE 'D' VI E W S N 0a r n t[I STAIR / RAMP 135 -THREE 'D' VIEW {[I �m i r1I N RAMP 135 - THREE 'D' VIEW PLATFORM 137 - THREE 'D' VIEWS FOUNDATION - THREE 'D' VIEW 211 v mom E t � I y v / r v "I FOUNDATION - THREE 'D' VIEW -ADD ALTERNATE No.1 STATE PROJECT NO. 132-0088 N Phase 1 of 4 46 I RARD AND OMPANYLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860) 563 - 3820 E N SG��.�•• nsensse��► MOSER I PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FOUNDATION THREE 'D' VIEWS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. NOTE: THREE DIMENSIONAL VIEWS OF THE BUILDING FOUNDATION AND/OR STRUCTURAL FRAMING ELEMENTS S190 ARE PROVIDED FOR A VISUAL REPRESENTATION ONLY. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ALL PLANS, SECTIONS, ELEVATIONS, AND DETAILS FOR THE FULL EXTENT OF REQUIRED WORK. K1F,Y PLAN FOUNDATION - THREE 'D' VIEW V VTE, THREE DIMENSIONAL VIEWS OF THE BUILDING FOUNDATION AND/OR STRUCTURAL FRAMING ELEMENTS ARE PROVIDED FOR A VISUAL REPRESENTATION ONLY. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ALL PLANS, SECTIONS, ELEVATIONS, AND DETAILS FOR THE FULL EXTENT OF REQUIRED WORK. PIER SCHEDULE REINFORCING MARK SIZE VERTICAL HORIZONTALTIES � `1 1 U 12"x 12'' 4#5 #3 U@iU"o.c. A 16"x 16" 4#6 #3 ��, @10"ox. A3 18"x 18" 4#6 #3 @10"o.c. A4 20"x 20" 4#7 #3 a @ 10"ox. S 24"x 24" 8#6 #3 @10"o.C. 0 20"x 33" 10#6 # 3tLj@ 10"o.c. ZL 20"x 36" 10#6 #3@10"o.c. NOTE 1. SIZE OF PIER REFERS TO MINIMUM EXTERIOR CONCRETE DIMENSION. CENTER PIER ON COLUMN CENTER LINES UNLESS NOTED OTHERWISE IN PLAN DETAILS. 2. DOWEL ALL VERTICAL PIER REINFORCING TO FOOTING PROVIDE V-6" BEND AT END OF DOWEL. PLACE DOWEL ON TOP OF FOOTING REINFORCING. 3. PROVIDE 2 # 3 HORIZONTAL TIES AT BOTTOM AND 2 # 4 HORIZONTAL TIES AT TOP OF PIER REINFORCING. 4. PIER LONG DIMENSION PARALLEL TO COLUMN LONG DIMENSION. COORDINATE WITH COLUMN LOCATIONS FOOTING SCHEDULE S I Z E REINFORCING MARK LENGTH WIDTH DEPTH TOP BOTTOM A 3'-0" 3'-011 1'-011 N/A 5 # 4 B 4'-011 4'-011 1'-0" N/A 6 # 4 C 5'-off 5'-011 1'-011 N/A 7 # 5 D 6'-0" 6'-0" 1'-21' N/A 8 # 5 E 7'-0" 7'-011 1'-411 N/A 8 # 6 F 8'-0" 8'-0" 1'-4" N/A 9 # 6 G 9'-0" 9'-0" 1'-4" N/A 11#6 H 4'-0" 6'-Off 1'-0" N/A 6 # 4 LONG and 8 # 4 SHORT 1 5'-0" 6'-011 1'-011 N/A 7 # 4 LONG and 8 # 4 SHORT FOOTING SCHEDULE NOTES: 1. QUANTITIES OF REINFORCING SHOWN SHALL BE DISTRIBUTED EVENLY AND PROVIDED IN EACH DIRECTION. 2. RECTANGULAR FOOTING REINFORCING CALLED OUT AS SHORT BARS AND LONG BARS TO HAVE SHORT BARS EQUALLY SPACED ALONG THE LENGTH OF FOOTING AND LONG BARS EQUALLY SPACED ALONG THE WIDTH OF FOOTING. 3. MAINTAIN MINIMUM CONCRETE COVER TO REINFORCING BARS PER ACI 318. 4. ALL FOOTINGS ARE CENTERED ON COLUMN CENTERLINES. 5. FOOTINGS SHALL BEAR ON SOILS THAT ARE FREE OF ORGANIC MATERIALS AND HAVE A MINIMUM SOIL BEARING CAPACITY AS STATED IN THE DESIGN DATA. GnII AI MATTnnI TUP OF CUNCKEI t SLAB ELEVA I IUN = U- U- I YPICAL UNLt55 U I HtKV1/ISt NU I tU I HUJLY (+/-) I-KUIVI I UP Ut- CUNCKt I t JLAts ON GRADE ELEVATION = 0'- 0". ELEVATION 0'-0" IS RELATIVE TO TOP OF BUILDING SLAB ELEVATION 172'-3". REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. REFER TO STRUCTURAL DRAWING S0.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA INFORMATION. SOIL BORING SYMBOL AND DESIGNATION. SEE PLAN FOR LOCATIONS. APPROXIMATE REGION THAT CONTAINS EXISTING LOOSE FILLS. SEE NOTE ON PLANS FOR FILL REMOVAL. — - - — APPROXIMATE FINISH GRADES ON SITE PRIOR TO CONSTRUCTION OF EXISTING ELEMENTARY SCHOOL. ("ORIGINAL EXISTING FINISHED GRADES") ------- APPROXIMATE EXISTING FINISH GRADES. L; �>> ALTERNATE No. 1- CLASSROOM EXPANSION EXISTING RCP PIPES AND CATCH BASINS TO BE REMOVED. i FILL EXCAVATIONS WITHIN BUILDING FOOTPRINT WITH CONTROLLED COMPACTED STRUCTURAL FILL. AS REQUIRErb FOR FOOTING AND UNDERSLAB SOILS MATERIAL. II / / / I I I I I I I I J 0 — N TH - S1.2 1 1 SOUTH - S1.3 11 / 1 / / r / EXISTING RCP PIPES AND CATCH BASINS TQyBE REMOVED. FILL EXCAVATIONS WITHIN BUILDING FOgFPRINT WITH CONTROLLED COMPACTED STRUCTURAL FELL. AS REQUIRED FOR FOOTING AND UNDERSLAB SOILS MATE�tAL. r EXISTING SEPTIC TANK AND PIPING TO BE REMOVED. FILL EXCAVATIONS WITHIN BUILDING FOOTPRINT WITH CONTROLLED COMPACTED STRUCTURAL FILL AS REQUIRED FOR FOOTING AND UNDERSLAB SOILS MATERIAL. ---' SURROUNDING LOOSE SOIL MATERIAL. FILL EXCAVATIONS WITHIN B01LDING FOOTPRINT WITH CONTROLLED COMPACTED STRUCTURAL FILL AS REQUIRED FOR FOOTING AND UNDERSLAB SOILS MATERIAL. REFERENCE GEOTE HNIQAL ENGINEER'S REPORT CREATED BY_WE_L_TI GEOTECHNICAL, P.C. DATED�API�IL 19, 2018 FOR ALL SITE -SOILS PREPARATION FOR FOUNDATIONS AN.Q CONCRETE SLAB -ON GRADE. / x000 '0.00 MAIN ENTRANCE PROJECT NORTH SECONDARY (ENTRANCE J / H Q ' 158------------------------ FOUNDATION PLAN - OVERALL 1/16" = 1'-0" BUILDING'A' CO R�ARD — - BUILDING 'B' PLAYGROUND RETAINING L.WALL REVISIONS CONFORMED SET MARCH 22, 2019 'S ATE PROjE C T NO. 132-0088 N ALTERNA E No. 1 Phase 1 of 4 IRARD AND ONIPANY 1_LP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 `lllllllrllif Yi", ®.0®F C . N(y`CCl OD MOSER PILON NELSON ARC H I T E C T S 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL FOUNDATION PLAN DATE 11 /2/2018 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. S101 5; 1 1 1 4 (SIMILAR) �AA FOUNDATION PLAN NOTES / \\ 18A 19A S3.4 r , / / / 1. TOP OF CONCRETE SLAB ELEVATION = 0'- 0" TYPICAL UNLESS OTHERWISE NOTED THUSLY (+/-) FROM TOP OF CONCRETE SLAB / NN �" n / BA ON GRADE ELEVATION = 0'- 0". ELEVATION U-0" IS RELATIVE TO TOP OF BUILDING SLAB ELEVATION 172'-3". REFER TO S5.3 / \ \ $`,0" / ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 0 3/4" // �2. CONCRETE SLAB ON GRADE SHALL BE 5" MINIMUM THICKNESS UNLESS OTHERWISE NOTED ON STRUCTURAL FOUNDATION / AT.S. =-0'- 8" �� Q" �0` 3 / / 'f.W. = 0' 10 / " `'= PI AN OR IN FOUNDATION SECTIONS AND/OR DETAILS- CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM T.S. _ -0' - 8i / 0 4 I�P\ \ 5 16A 1 �J \ T.S. _ -0' - 8" \ \ COMPRESSIVE STRENGTH OF f'c = 3,000 psi AND REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. REFER TO PROJECT / 14A " p' / / / ' \=�B.F. 5 0� Cp` SPECIFICATIONS AND GEOTECHNICAL ENGINEERS REPORT FOR UNDERSLAB PREPARATION REQUIREMENTS. bmr- / / s S3.4 3.4 , G\ � 5;0 -4" \ \ 13A 1� ' gF• / �\^ AT.p. 1' -o\ \ 6= 3. REFER TO STRUCTURAL DRAWING S3.0 FOR TYPICAL FOUNDATION DETAILS AND STRUCTURAL DRAWING S1.1 FOR CONCRETE :r / / / / \ Q (SIMILAR) 12A tr T.W. -0 o� = �, / COLUMN SPREAD FOOTING AND PIER SCHEDULES. T.W. _ -0' - 10 3/� �' / / / 53 \ F 0 U N D A T 10 N P A R T P L A N - N 0 R T H 11q 2,„�� / / ' FD \ \ B 3 / / 4. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL 'I A / T.w. = o' o" \ - \ S4 �'o DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED THROUGH FOUNDATION WALLS, FOOTINGS, cP AND SLABS ON GRADE. 1�8" = 1'-011 7A $�,S" �P \ °\ vM „ / �' \ ' % :SF' ` �\oP-\\o ` �,-0" 1 � y \ Sk• � / / GIN „C(P \p\\ 0 6A F v GE °e g �r\ / / ♦ \ DA 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES WHETHER INDICATED ON E \ - CIE PP s c, / T.W.=-0'-2' 5A O�� v\�S S \ FD FDA / SF' THE CONTRACT DOCUMENTS OR NOT WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS. op, �o `G°\�G�S\ / / °�\� CO\O ��,ti0 ` $„ y g -F �, 4„ \Q\.J�E \ 6. PROVIDE 1 # 4 REBAR x 4'-0" LONG IN CONCRETE SLAB ON GRADE AT ALL RE-ENTRANT CORNER LOCATIONS, TYPICAL. , / � SN�� 1- � _ �. P\SO� N• \ B.F.-6'-o°O�\ � \ ,/ ♦ \ °� n`5• / / EGE\� 31 g 6� �Q // T• • = a o T 1 GNPN\GS�IJ\�N °�°C T.P. -1'- o"® T•w. - o' 103/ " \ , / 7. REFER TO STRUCTURAL DRAWING S0.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN T.W.=0'-4" // \ / 4A `� „ \ \ �\MOv°\NPR S \ / DATA INFORMATION. s , Q 3A \ , $ , p �G / 6" \� C°O FOB � � \� � � \ �? S B.F. 4' 6" �� / G O GP\S \° J �; \ 8. ALL VERTICAL WALL REINFORCEMENT IN BOTH INTERIOR AND EXTERIOR MASONRY PARTITIONS SHALL BE DOWELED INTO E Og / ,/ i 55.4 PP C PN\ �EF�� P�\°N �L�° \t,(\vM \ S5.3 6 7 �`'= CONCRETE FOUNDATIONS WALLS, FOOL' INGS, OR THICKENED SLAB HAUNCHES AT THE BASE OF THE WALL. DOWELS ARE TO BE / / / T.S. _ -0'- 8" „ , �" �i- F . \ M� °\S ENG� G 53 \A °j`I P M\N \ � \ \ S3.4 `�-� o / /'' OW, NP \\`\ \\° 1O C' \ TIED IN PLACE PRIOR TO CONCRETE PLACEMENT UNLESS SPECIFICALLY NOTED ON STRUCTURAL PLANS OR IN STRUCTURAL \ T.W. = 0' - 4" / �, \'3 •T.P. -1'- 0" 6 S QE v\°\oP�\°P�O�, 0,-, ° G� @\10 FD \\ \ \ C'q SECTIONS AND/OR DETAILS. *NO EXCEPTIONS* �`_1 , 6" \ �? / /` / \ �1P\� P\F° G�v� EE`IS S P T.w.= -0'- 8" ,S \PMg /, ,I�" 2A `,0" s / /i 4� FS \ B-2 ` "�P\G " S��v O�S� Qv\�S T.W. = 0' - 0" G9 1 \1E° \ HA F O U P� D A T I O N PLAN LEGEND L,d F � �p 1' p" N Fz N \ \ \ °S\P\\S ��°tz\L S� G°N \ GP `PN \ \ 21A B-1 $,0 g' ' (\ \\ \ CO BEN \ \ / 1. SOIL BORING SYMBOL AND DESIGNATION. SEE PLAN FOR LOCATIONS. v T.W. = 0'- 4" " 1 W. = 0" \�P P \ G\ / l\ . a - E O „ O B.F. -4' - 0" SGE �' CpJ E P 3 T.W. = 0' - 0" \ o \ % �; 2. O INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE / /F•'a 3 0 / ` 0" P\ \°N° \NG�C B.F. ' -0" .- T.P. -1' 0" AT.P. -1' -0" \ T.W. 0 8 �' �� 4 D ' IA ON STRUCTURAL DRAWING S1.1 FOR SIZE AND REINFORCING. p g� 6i S' \ °�P� 4 ♦ �\ < 12' S3.4 _----_-_ / 1A , Q,c, / EC PENS �O�P\ AT p _1 _� / �\ , 9 OB B.F. 4- 0" \ \\ K / 53.9. 55.2 3. INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON ♦ o\ \ \M\�pF�l 1- / „ rn� / S5. F� C�v \ \ '\ FD Q - lS / / ` Q Q`-0 sl B B. 4 G �� N S L S3.1------- - \O� Y\\ '� �O Q\ S5'3 j , r �� \ STRUCTURAL DRAWING S1.1 FOR SIZE AND REINFORCING. 7 / / / 9 a $ 2 Y '\ T.P. -1' 0" �p0�\\`\ �P(\O \ o E� T.P. 1' 0' 4 �� 4 � \ \ � \N PN° �� \ `� � B F -8' -4 4. �� SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. // \Q \�F PEM 530, 55.3 -6� S_$ S3�' \°NS. B.F.-6'-0" DB' 2 / \ \� S3.4 / 2 N G \ \ -S\A P\\ �� G O� / 1 REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS. 'I' i Q" T.W.= -8" S\OQ ° \\0 \\`\ \ �/ , \i \�G° ��(� ��p\\ �\-\Q_ s , \ QT.P. 1' 00 / g 3•1 t\\O \�N ° P \ vN °N �0 �.lP '-s W. - o' o" /j S3.4 , 5. FD FLOOR DRAIN - COORDINATE WITH PLUMBING DRAWINGS. /'\�F° \ ENP PS Q\Gp �i J s' O ♦ \ / / „ 5\ P P\CP vGw OC B.F. 4' - 6" °\N °�1\°\NG \O GSF c/ / / �C\� ♦ \ " / �', "� \� GE P \N - _ / F. $ \r', t,(\P 6. B.F. BOTTOM OF FOOTING ELEVATION SHOWN THUS (- ) BELOW TOP S. o' - s" / \ 1° \S S �, / �\ AT.P. -1' COC ��\ R P°�- E11 v\o / - --- F • • d'/ 11' / O \P\ �\ b �� ' °S \ \ O P�, �P ° \ / 6�, -o \, S• OF CONCRETE SLAB ELEVATION U-0". \ ,\ 8 j / T.W. = 0' - 4" / B B.F. -4' - 0„ ° ° \ 0 6Fi I C /�- / O \ G FO P T.P.-1'-0" 5 S5.3 / / / / = AT.P. \ \ �� PN��P\ I \° CtQ\ 4 \� M �C\�\AEG , / /� / ♦ e T.W. = o' o"�� \ 7. S.F. STEP FOOTING. REFER TO "TYPICAL FOUNDATION WALL DETAIL", v cA 12 -1 / / T �,,� = o ___�5\�N_ __ / \ \�\F�E \�� E��S FS B.F. 4' o" OB �\ / B.F. 5' 10"OD /'\ \ \' 6 '� \ SF' STRUCTURAL DRAWING S3.0 FOR DETAIL AND PLAN FOR LOCATIONS. \ FA 4 _ - / ----------------- --- °vN 0 /� P� \�P N�E� S C ' 55.3 T.W.=-0'-81 / // `2, r, W. =-0'- 10 3// , / 3.4 '\ - ---"I --------- > - - � P\G �\N 3• / P �\oN \ vFP � v\ / \ _ A.1 � ly / / B-1 p,\ GS ( S� G \tEM t ` 6 1' 8. C.J. CONTROLJOINT. REFER TO "TYPICAL CONCRETE SLAB ON GRADE / O / ,� F \ F.P. 1' 0" \ P. -1' o"A\ \ n \ DETAILS", STRUCTURAL DRAWING S3.0 AND PLAN FOR LOCATIONS. • ,/i / \ B.F.-4'-0' B �\° P\° `, SSE° \ CCM \A� �� / \\ y \ 1,0 SF. T.P. 1' O B.F. 4' 0" �E% - vG(v� „ Pao PN° ° P O°'J ESSS° S FS ' \N\p C� 55.4 \ B.F. 4' 0 , 4 ( - 1 AT.P. 1' - 0" \\ON' �` S�� °Zu t\\O S�(� o O\W -- / � / �` 0 \ T.S. _ -o' - 8" 9• T.W. TOP OF WALL. REFER TO PLAN AND SECTIONS FOR TOP OF / \ _ - �' 0 voGP 6`� , , FO ° ° \\��'' / / `� QT.P. -1' - 0" C\ \ / \ 1 \ FOUNDATION WALL ELEVATIONS. / oo AA .., _ PEN O� 3°N' �P ` 4 .S. _ -0' - 8' C' � \- �P-\\ON G1 �� °FtP \��S �,\� �\\�G / / •\ i N I 55.3 ENE °ESP ° gQtiN'Q�vM V \' \ T.P. V 0" , 6" �,�" G\ - \ 10. T.S. TOP OF FOUNDATION WALL MASONRY SHELF. REFER TO PLAN AND BA _ P \ P �� - �- 4 T.W. - o' o" \ 0 1 I n �, S\NK \��y\ / \ / 10 •�� \T �G SECTIONS FOR TOP OF FOUNDATION WALL MASONRY SHELF ELEVATIONS. A 1 S .3 0o S3. T.W. 0' - 0" � FAO°� °CPS\ ,' FD � A i / iT.P. 1' oD� � /-�A 2 \ \� � LA \ 11. T.P. TOP OF PIER. REFER TO PLAN FOR SOME TOP OF PIER ELEVATIONS \ o , Op S3.1 ` \� �// p p.Ft o r? ' / R + AO B.F. 4' 0" T.W. 0'- 0" ( B.F. -4' - 0' C, \�� PN �°--% B.F. 4 2 \' n \OEP (\°N \ ®, " Mq SECTIONS TOP OF PIER RELATIVE TO BOTTOM OF COLUMN BASE PLATE A - S5.3 - o - I O SOPP°(�/r`\`B.F. -4' -o' FD rdQ�° FOON°P3� ELEVATION, AND "COLUMN SCHEDULE" FOR BOTTOM OF BASE PLATE IA T.S. = o' - 8" I 4 T.P. o' 8 C) O� P� vO P\\ �° \MvM ,1 J 29� °°C\ a Q\GP�P�N\NGS // ELEVATIONS. n °o G \� B.F. -4' - 6" °\.1°N l°J\\N Q4 �vi \ F C ° / cv T.P. 0'- 0" D \�\\°1G P�1v G\°1\ . �\ 4Q T.P. �1' 0" OPA\ 10` - T.P. -1' - 0" Q S5.4 Q P\ E(; \\�(�P �\ I i c G° �c M ��\ \( ti B.F.)4' -6" env �c @ ��ns�� nN �(RO �OB B.F. 4- 0" 12. BrFr BRACED FRAME LOCATIONS. REFER TO STRUCTURAL DRAWING m 00 2 I I 55.3 3X I i �\\�\°"�P�P`' •\/ / v ��GS�Er� S p� i'- �P� F�""��F�` \P\LS �\/\ ` 4 T P 1 0" $6.12C1q $6.2 FUtC BR%HCED FF(AIVIE ELE\%AIIVIVS. 2 I 6 S3.1 I n S X �J °O - Q4 T.P. -1' - 0"°0\(SPEN N of , / \ � I Y\SS °\�\p\ P°�0 \\�L C gyp\ �P\\O C\ / \ 13. W. FR. WINDOW SUPPORT FRAME LOCATIONS. 24 -10 9 -10 COO P�\°NS \ / \ CODE\ �c\��1 O B.F. 4' 6" g`-0 G\ 9 PENS / \ \ NA 8 P. KEY PLAN T.P. -1 - 0 T.P. -1' - 0' \ tt I I I 6 L 2'-9" P\ S3.3 < ® ® \� AT.P. 1' - 0" 5 ,8`S`53.1 / '\ / \ \\ N.T.S. 1-1 22 -7 \� 11 OC B.F. -4'- 6" \ / \ u T.W.=O'-0" / 2' 7t I I S3.1 9'-6" ( 13'-8" I \ -' C\ \� B B.F. -4' - o" ��,, / / �\ \ „ S $ -'= F 3I� \P\ „ FD \O B.F. -4' - 2" \ �\ 55.4 - - I I H �' \ \ \ �t �° M�`�o , 0`-0 E / , - �s oo II ( 5 \ C�� F\L\ E' C\ \ / Z4 1' o / \ MAIN ENTRANCE BUILDiN A T.P. -1' - 0" 4 T.P. -1' - 0" / „ (\�\ O\\ CjFLP S5.4 / i \ O • ^�J 4 S3.1 0 � i Ik O S °N � - 1 4 T.P. 1' o„ T -1 \� -1' o"A� ��^� �- KA / / / ' \ \ R31 - - - - - -�� + - - - - - +B.F. -4' - 0„ OB/B.F. 4' 6" _.IG�M\ c(wG°N��GS� \ FDA A` _ G\�lE / \ \ \\------------- T.S. = -0'- 8" I ` I i 4 -r = - =" O B.F. 4' 0" - C°MCA P \ °��°v PPG °F �° jV T.P. 1' 0 I EA O B.F. -4' - 0, , oN PP° C �EFP�� \ T.W. = 0' 0" B.F. 0" T.P. -1' 0" T.P. -1' 0" T.P. -1' - 0" E „ \\� 0� / /� T.P. -1' 0" F vN "O �'M \ \ \ \\I \ (SIMILAR) I I II I A - ® G�pO Mti �� E \ Q4 SSE ti0 / �, N I B B. F. T - 0" \J v °I`� �' 4 T P 1 0" ,/� \v S\ G E- l� A .. p B.F. 4' 2" 6 I I I T.W. _ -0'- 8" I O C�ECES �E M6 �21X g F. -4' - 6, \`\ \ ��°(�\\ °v\\S / OHO y�, Z B B.F. -4' - 0" C�f YARD - - - - \ 53.1 °N I,6- X O �\ B B.F. -4' 1" \ G° ON n / �, O O /- \S3.1 S.F. I \G (C ��PSE ��\\� \ ,O N�� G / C, �� AT.P. 1' -0" 2 N �\ I g B P��G \ON GAP° `'' \ �\ T. 1' - 0" \ / 02 \�°�M GESS�o e oN \ �\ \ - T.P. -1' - o'� I ` `� I I II S5.3 S5.2 , \ 9 G\ 1 1 53.1 PROJECT NORTH c-I B.F. -5' - 0"O \ B.F. -5' - 0" rt - - - OC B.F. -5' - 0" \� ° O S O ,. / / �` O \T o l :n � � � � I r - - -� „-\\�\C PFZ SSE � � �' \i 1 � � � ti- -� - - - I I AT.P. 1' o" 5 ��SNE C°NG \ 9 53.1 / , \ s s y \ B.9 - - - - -- SCE cA _ � _ � FD T.W. = 0' - 0" C B.F. -4' - 0" � � C, \ \ \Q,- - - - - - - � � � - - - ,,- - - - - -L` _.�j I I L �AT.p. -1' - o" �E\ � � S3.1 O , / � O Z O p �� L - - •--I \ O / / Z (, \ S3.1 - � 1 D B.F. -4' - 2" G\ / � � Z �' o C o O B.F. -5' - Ol O B.F. -5' - 0" G\ - T.P. -1' 0"A ^� / \ P. -1' - o" I I� �\ �� o A T.P. 1' -0" `� pW1' 0' 0 / ' OA \ O U - �, OB B.F. 4- ; 'n s B-11 \ \ SECONDARY BUILDING B I i �F. -4' 0' B D \ lz �Z \ \ `� O \ 55.4 �\ 4 / o ��\ T.S. = o' 8" A $.F. B.F. 6' 0) / \� \ `IS -5- T.W. s n \ rI 6" s '' - 0'- 0' T.W. = 0' - 0" / S �\� A T.P.-1'- 0" T.P. -1' - 0" CJ\ \ \i �2 ��O .`�� T.W.=O'-01. \ 1 ---- n C AT.P. 1' - 0" i / \ PLAYGROUND RETAINING B.F. 6' o" START AND STOP` ALL FOOTING. REFER ,�' I G\ / �V \ �,' Cn \'\ \ RA G WALL S.F. ,' TO "TYPICAL F U ATION PENETRATION '' A ____-_____ 55.3 B B.F. 4'-0" C T.S.- 0 8' \ '` 2 , � - B.F. -4' 0' OB / / \ 3 \ G\ �� 4 „ \ .� 1 -o 0 DETAILS" STRUT R�RL DRAWING S3.0. 55.2 / - I- Y> / , , " \ , , OB B. F. -5' - 0" ` �. O ' L .� T.P. P. -1' 0" p� / �\ / 0" �p S O' k D o' CJ ° F. -5' - 0" B.F. 5' 0" o CJ y / - - - - - - 4- o� \ ° T.P. 1' 0" o T.P. -1' - "A I F '� " / V a Z' 1 6A / 6 ° ` i O B.F. 4' 0, 4 B B.F. -4' - o" ai / , p 55.3 �\ ��' �o ti 53.1 Irv,� 4 T.P. 1' 0" �\ �\ °° L J 4 T.P. 1' 0" 4 �' 5A / \ �\ �� ' 31 Z A ,-� ` Q Q O $' 3 �; \ o 1 T.P. -1' 0, ' I `� ° ___------- - I / 1� /� 53.1 2 \ S3.3 / / \ ,OB B.F. 4' 6" ,' OG C \ ° \` \\ - _ ----- T.W. _ ' -loll / / f \. Q" , Qa AT.P. -1' - 0" ' G\ 55.2 \ \ o S.F. - 70 ---/ $' 2 Z' \ / / ° \ \ PA / "'\ 3A \ \\ G\ �� i� , O \ \� \: 9 o / 2 I Z .0 S5 3 �- �C% / / A T. P. 1' o" 1� -1Q ! \ C'p2 TYPI AL RADON SUMP PIT, REFERTO NA -j S`'0 �' n- O y \ G / r TYPI AL CONCRETE DETAIL 13/S3 0. I 1= \ / 6 T.W. = 1' 0" " \ r/� C B.F. 4' 0" �A �0-- 3 \ �' / gF. $`-----��%/ T.P. -1' - 0" \ I I CO RDINATE WITH PLUMBING D AWINGS. /\ 4A I I� S3.1 , A \ L j I (CO i B. F. -4' - 0"O m I o / / \�� 4 T. P. - V- 0" 1 I T.W. = 0'- 0' �� I B B.F. 4' 0" 5 Lt- J o \ \ Z r� (- -1 T.P. -1' - 0"A N \ TA o" S3.1(D B.F. 4o" t 1 = \ S5.2 Ln / ! ' I I $ T.P. 1' 0" o B-9 C? F ) 5" THICK NOWAIL W IGHT LONCRETE SLAB ON GRADE ON VAPOR RETARDEROVER MINIMUM 4" THICK LA ER OF 3/4" M(NUS ( I 1BO ' / \ OB.F. -4' 6" O B.F. 5'- 0" CRUSHED PkOC�SSED STONE BASE ABOVE A MINIMUM 16" THICK LAYER OF COMPACTED CONTROLLED SOIL FILL MATERIAL. I L 2 AT.P. -1' -0 \ AT. P. -1' -0" AT.P. -1'- 0" r „ ��o. REINFORCE CC NCRETE LAB ON GRADE WITH 6x-W2.1xW2.1 WELDED WIRE FABRIC. TOP OF CONCRETES B ON GRADE = 0 -0 . ( I S3.1 0\ \ i 55.2 I I 11 211 I I ( r -! _ _ \ CO IT.S.-0'-8" \ // �I I I I 90t -4" 1 Tr o \ / / / / T.P. T.P. 12 T.P.1'0"9'-81 S.F. 1-2" 2'4A C� \ /C B.F. , 4- 0" 4- 8" S °�\Sao• onoC\' \ \ \\\ c \ \\ .-0'- 8" CJ CIA /\ ssT 'moT.W.=-1'-0' 00 ` WALL PENETR TION. REFER TO "TOICA FOUNDATION Ir �) \\S3.1 P\oT.W.=0'-0" CIO 6PENETRATIO DETAILS STRUCTURLDR WINGS3.0. T.W. 0'- 0" PEG P-1' - o" S3.3 ��,10 YO\AT SB-16( POC ; \ T.W. = 0'- 0" I I I °° l \ \ \ °ESP °0 G� I I OO B.F. 4' 0" O B.F. 4' 0" I B.F. -4' - 0" B \ \ �P\GP \°\GSFo $„ XA ------------------ I I -I (- i T.P. -1' 0"A� 4 ----- °��. \ \ AT. P. -1' - 0" I i AT.P. 1' - 0' AT.P. 1' - 0' I CJ °� F • n \ C B.F. -5' - 0" 1 OB B.F. -4 0° I L J L J G I �` S \ UA ® YA I i I `mil T.P. _ I \ \ 4 T.P. -1' - o" , UA B C 1 I - 00 i C \ / Z6 3 B.F. I I OB.F. -4' - 0" I I I I ` $5.2 / \ \i AT.P. 1' 0" oN S T.P. 1' - OA i s I S5.2 T.W. = o' - o°�\ B B.F. -4' - 6„ �� \S E /\ 0 CS, o I I i i r1 I OB B.F. -4' - 0" �\ I / L` \ 28 O G° PQ°�A �� SSE PP / \ S 53.1 CJ i 11 r F -I 4 T.P. 1'-01� CJ I I °° �\ 29 B C \ 1' \ REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase I of 4 I BARD AND OMPANY 1 I_.P STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860) 563- 3820 pe` `"`tspliNitlailytt,,, e�F C' O N/V�r 1"#, 911 r MOSFR PILON NELSON S.F. I I r------ - G.8 '°:; UA CPI \ 55.4 '�\� \ \o T.S.= o' s" o A R C H I T E C T S NORTH S __ ____ _ I_ I _�_ B-12 _ _ L J 1 ,.NORTH S1.2 ° B-15 MATCH INE SOUTH S .3 � I w �- SOUTH 51.3- MAT °°° O' / \ \ I � tJ 30 JORDAN LANE 1 I �f.F.-4' 6" 9 I III B F. 4' 0" 10 I I ` I I to ° ( 21A O WETHERSFIELD, CT. 06109 I I II �, I \\ I I \ \ \ \ I I \`` ` \OE B.F. 4' 4 n �\ \\ O _ ZA ( 8 6 0 ) 563-6164 G T.W. o - 0" S3.2 AT.P. -1 - 0 S3.2 I = A P. -1 0 S3.2 o0 �T. . 0' - 0' E B.F. -4' - 4' \ �� 1 \ A C A T.P. -1' - 0" / T P 1 0" S5.2 T - (- �I i \ I- - - I - - -lO 1-2 4 8 I 1 2 H 53.1 \ \ / I / \ � -I i,©.. - ' \ - _ 55.4 C B. , -4' - 6" -I- _f I _11I �_ I AT.P. 1-0" `�------= yA - \ S5.4 _ H= - - - - - - - - - - - - - --- _ _ 1 + + - - - - - -\`� U - -I- CJ - - - - - - - - - - D -I - - - - - - - I °. , `-t \ / ' ��W.�O' 0" �, - - -I�! / ' n ORIZONTA� ��1N Ow ` B5' - o" o m -- -- - B.F. 4' 0" C�� % r II I B 5.2 I I B - `°° v? _-I -- ---- 5x31 �x5�16v X4X3I8• Cl Q = I A _ _ I � E B.F. 4' 10" I / I �.__ \LAR -4' - 0" O B.F. 4' 0" - - - - - - - �- "SS NTH �6l 1 55.4 0l o'er/ r, / i T.W. = 0' - _T - L J L _ _ _ i _ _ .__I--� 1 -I T.P. -1' - 0" I T.P. -1' - 0" ° / UPp n s _ 1 5 T.P. -1' - 0" E I E E B.F. -4' - 4„ I I _ A I C1 - - - - 1.2 `° / O B.F. -4' T.S. _ `�� T.P. 1' 0" S I I I 7 0 B.F. 4'- 4" -i ° 2 co / C°I 55.2 I ( I _ 4 T.P. -1' o' / II T.W. = 0' o" 18A m I 53.1, -, 2 - I 5 T.P. -1' - 0" ti�� I 5 T.P. -V - 0" I I -� I 1-- 1'-1" S3.1 7 I I_ I o - - - S3.2 I _ c°I o W'�` °`, \ / S3.1 " 1'-1" T.W. F. XSIti6 I I I I I I �.F. -4' - 0" i I 6 00 �o ° / y / / 22'-0" 1'-2" I �' 17A u _ v 4'_611 I I I $t-p,l N555 x3 I- - CJ ,' i I CJ i T.W. = 0' - 0" I I m (_ l�P..W. = 0' - 0" L s S3.1 r, �'' °, / ' a� � N 1'-2" S.F. P T.W. = o' - 0" ; I / I I - -) 1 B -B.F. 4' = o" r - 1.6 26 OA 1 �^8 B.F. -5 S 6,; 15A 31 32 CJ _ - S3.1 34 O XA °°° S3.1 HSS 5 x 3 x 5/16 POST 1 T.P. -3' - 0" S3.1 r S.F. ° 1 1 NORTH S1.2 12' sT T•W• = -o' -8, W = "0 8, �1 2" sT N RTH S1.2 ' " " 11 " 11 ' " ' 11 " FOUNDATION PLAN - NORTH R T H -�- -- -�--- ----M - - - --- 1-3 9 -6 12 -6 19 -6 5 -5 13 -8 -1 10 -4 25 -2 1-1 Yq MATCHLINEC°° I SOUTH S1.3 6 F. -6' -0" 00 6 IS UTH 51.3 M TCHLINE T.S. _ -0'- 8" 53.1 S.F. `o S3.1 I o0 i u i u 1 n 1'-2" Y 1-8 1 62-8 35-10 1 $tt = 11-Ott �-�--- - -j (- - r---� LJ r- I I I I I I 11 1/ ° OB B.F. 5' - 0" CJ I I O B.F. 5' 0 , 102 -4 " I ° N B.F. 5' 6" 4 T.P. 1' 0" I I 4 T.P. :1' - 0" N B.F. -6' 1- 4" R.F. -5' - 6' L J O L - - -J rl j B.F. -6' - 4" O� 4 T.P.-V T.W. = 0'- 0" WALL PENETRATION. REFER T "TYPICAL FOUNDATION 1 T.P. -V -0"A 1 2 4 8 10 11 13 16 17 19 r PENETRATIO DETAILS" STRUCTURAL DRAWING S3.0. r S.F. TITLE FOUNDATION PLAN - NORTH DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S1*2 i? 1 , 2 4 8 10 13 16 17 19 s ® 102'-4" 1'-311''9'-6" 1 12'-611 1 19'-611 I 5'-5" I 16'-711 I 10'-411 1 25'-211 " I 1'-1 I. I 9'-8" I MATCHLINE ''NORTH S1.2 i ii I _ B-12 _J \ L�NORTH S1.2 MATCHLINE ffj�( I I OB.F. -4'- 0' i SOUTH 51.3 I III SOUTH S1.3 T.S. -0' 8"1AT.P. -1' - 0'I\A T.P. 1' 0" 53.2 _ HB.F. 4' 10"OE I B B.F. 4' - 6 53.2 \\ o I �� T.W. = 0'- 0" 0A - - '�O N - - --� j B Fr' 4 - 0'"`\ !- - - r - m I B.F. 4' 6' - - _ - tt �,� - - �� \ I I 1 I (AT.P. -1' 0" 0o in T,W = 0' - 0" - 1 L 2 r- I S3.2 JL p L - t I N T.S. _ -0'- 8" I I I S3.2 1'-811 I I N s r �I I LL C6 i I 53.2 ��. M / - i- / I 0 0 / I 1 T.S. _ 4- 8" \ I° a \ 1 \ - I ' N I o I° e 53.2` Z L� B.F. -4' - 8" D O T.P. -1' - 0"A I T.W .=2'-0" iD I cud- T.S. _ -0'- 8" C?11 31i d' N 11_pIII 1 O S3.3 1 I B.F. 4- 10'(D T.P. 0'- 4"Z5 S N L S5.3 T T.P. 0' 0" 5 A ( T.S. = -0'- 8" B.F. -4' - 6" 00 R Qr.. '1 _ IIH I. T.w. L I--, T.S. _ -0' - 8" 1 1-4 cv 00 9 3 O B.F. 46" T.S. _ -0'- 8" I ---- 4 J Y T.P. 0" Z I I I 0.5 KEY PLAN N.T.S. MAIN ENTRANCE,, � B U I L D I N C 'A' T 6�� N / / COfUF�'YARD - - FOUNDATION PLAN NOTES 1. TOP OF CONCRETE SLAB ELEVATION = 0'- 0" TYPICAL UNLESS OTHERWISE NOTED THUSLY (+/-) FROM TOP OF CONCRETE SLAB ON GRADE ELEVATION := 0'- 0". ELEVATION U-0" IS RELATIVE TO TOP OF BUILDING SLAB ELEVATION 172'-3". REFER TO ARCHITECTURAL 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 WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF fc = 3,000 psi AND REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC. REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICAL ENGINEERS REPORT FOR I IfVL1FRSLAB PRFPARATin N RFCII IIRFMFNTS• 3. REFER TO STRUCTURAL DRAWING S3.0 FOR TYPICAL FOUNDATION DETAILS AND STRUCTURAL DRAWING S1.1 FOR CONCRETE COLUMN SPREAD FOOTING AND PIER SCHEDULES. 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 BYTHE 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 INFORMATION. 8. ALL VERTICAL WALL REINFORCEMENT IN BOTH INTERIOR AND EXTERIOR MASONRY PARTITIONS SHALL BE DOWELED INTO CONCRETE FOUNDATIONS WALLS, FOOTINGS, OR THICKENED SLAB HAUNCHES AT THE BASE OF THE WALL. DOWELS 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* ° 79� -4 , ' Il J- A L- 55.3 -J 1 / L- -_j-- I 'I `� L �' -I r -1 - I CJ _ OB B.F. -4' - 0" `t � °` PROJECT NORTH / � ` °`° 22'-011 49'-4" G T. S5.2 . = 0' - 0' OE 5 Q B.F. 4' 4" i T.P. -1' - 0" � , , , OE 5 Q B.F. 4' 4" T.P. -1' - 0" j B.F. -4' - 4" OE I I T.P. -1' - 0" ( I - - - I - - - I B B.F. -4' - 0" I I L J r t TIW. o' 8" 1.2 \ / \ = �`° I " T.W. = 0' 8" CJ ,,a ' ,' i CJ I I o I 'L.L. Im = Io I _ I i AT.P. v - w , q I 6 , `� I c I S3.1Ic I i L_ CJ °° �__ I 20'-0" � I I I � 10'-11" 15'-011 31'-311 I S.F. �. I ,I S. I I �3��' ASS`' `"III LL `° I B.F. -6' , S. F. X3 ,'3 I L ( m I I / / / T.W.-o' o I I JOB B.F.4'-0" r "'I OB B.F. 4' 0" _ _ SECONDARY, ENTRANCE 'B' I _ S3.1 J T.W.rwo s T.W. _ 0' - 8" I- I r , z' sT NO I T.W. = 0'- 0" ,o I - 7 I AT.P. -1' o" r 1'-2" 4'-811 LT.P. -v - 0" ° ADD ALTERNA E No. 1 ° MATCHLINE NORTH s1.2 S. r. 12" ST B.F. -6' - 0" I F `o, E U _ I �r u 1 1 �� SOUTH ° � � _ _ 6 11 I S5.2 seso j / i/ r t , S5.2 /r T.W. = 0' 0" 53.1 ( I PLAYGROUND RETAINING _ 53.1 -I- _ _ _ r' F - OB B.F. 5' 0" - OC B.F.-5 0" S3.1 OD B.F. 4' - 8' r' �' I I i i CJ B.F. 4' 2" D I �' I g I / I / C1 T.S. = 0' 8" 9 WALL J --- I I - - - -�- ___ B.F. 5' 6' - 4 T P 4' - 0" I L I 4 T.P.TP1 0' � _ 4" - B.F. - - 6' 4" B 5 AT.P. -1' - 0" ,� I i I I 1 T.P. 1' - 0"A I 1 I / - , , m / I I S5.2 OB B.F.-5' 6'��, T.W. = 0' - 0" - - -I j T.P.-1'-0'A + I ( - $ F ,, WALL PENETRATION. REFER T TYPICAL FOUNDATION , 1 / I I 1 c I ( / "' I 1'-2" 88'-8" 20 ` -10" >>� PENETRATION DETAILS" STRUCTURAL DRAWING S3.0. r 5'-811 6'-1011 ' i i 62'-8" I I , 35'-�0" ,r / PROVIDE I HAUNCHED SIIAB T INTERIOR NON-LO DBEARING 1 II 1-0 1 , - / W 0 I Q 2 FOUNDATION PLAN L E G E N D I 11 1-2 I \ \ 1 11 1-2 I 11 41-4 J I II 1-2 i B 13 MASONRY WALLS 8" Af D T I IDRAWINGS/ ICKER, TYPICAL REFER TO TYPICAL DETAjL I I ( 9 u = B-14 S3.1 B 1 1. SOIL BORING SYMBOLAND DESIGNATION. SEE PLAN FOR LOCATIONS. 12/S3.0 REFER TO ARCHITEI TURAL F R WALL LOCATION. I S3.2 z I ~ 0 00 i (I I I I 1 I ( z ' i g o I 1 2. O INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE o LLI ( Ii I / /CJ ! I CJ I I I I `" 00 I CJ I A I I / w "' I' / w w o w 0 4 ON STRUCTURAL DRAWING S1.1 FOR SIZE AND REINFORCING. o 00 / +- s3.1 Q C.1 INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON K.6 3' ( 5 THICK NORMAL WEIGHT CONCR I i TE SLAB ON Gf ADE, N VAPOR ETARDE fll OVER MINIMUM f( v , L-- o z � O z SOB B.F. 4- 0" STRUCTURAL DRAWING S1.1 FOR SIZE AND REINFORCING. I I THICK LAYER OF 3/4" MINUS CRUS ED PROCESSEDISTOd E BASE ABOVE A MI IMUM 16" THICK/ / w I I O u B.F. 4' o" B Q / Q w u O , , Lu w Co AT.P. -1' - 0" 4. SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. I I I I I LAYER O COMPACTED CONTROLL D SOIL FILL MA ERI, L. REINFORCE CONCRETE SLAB ON GLADE m I I I T.P. -1' o"A 4 i � O U m I I REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS. I 1 I I ,' T.W.=0'-0" WITH 6x -W2.1xW2.1 WELDED WIRE FABRIC. TOPIOF NCRETE SLAB ON GRADE = U-0". ' I I ; O a o w I I 5. O FD FLOOR DRAIN -COORDINATE WITH PLUMBING DRAWINGS. I (I � m � � U_jI w J z O z a O I C1 I Io 1 I� 6. B.F. BOTTOM OF FOOTING ELEVATION SHOWN THUS (- ) BELOW TOP OF CONCRETE SLAB ELEVATION U-0". T I S5.3 (- I B.F. -V - 0" ---- �® _- - - T.P.-1'-0" - 1 �, t_"---1 i B 18 r I I `° r, 7. S.F. STEP FOOTING. REFER TO TYPICAL FOUNDATION WALL DETAIL", /� _-� I rFr .^ r i I (- -j I r I 0 If CC w I I _ wB.F.-4'-8" {A 5 T.P. 1' 0' CJ I I I I Ci I I i , a.r.-4�-2". .0 11 I CJ �� T.P. -1' - 0' Q I I 1 , N n Q a r ~ z V) -, o� / O w w I m u u I I ( N I I I CTRI 1(TI IR41 f1RAU/IN(, C2 n F(1R r1FTt,11 L1Nil PI AI\I FC1R I (IrOTI(1NC r , \ STRUCTURAL LDR,.."„".. _3._ I U.. "•..�•.,.� , �.,.. � 8. C.J. CONTROL JOINT. REFER TO "TYPICAL CONCRETE SLAB ON GRADE DETAILS", STRUCTURAL DRAWING 53.0 AND PLAN FOR LOCATIONS. / �I� _ - i I I I L _ '- C.1 I1 t _ JOB B.F. 4' 6" L _ AT.P. 1' 0" _ _ _ _ I F 4 i- - - 'OB 0' / _ J J QT.P. -1' - 0" j -Ci - - - B.F. -5' 0"O� T.P. 1' o"A1 r -- T.W. -1' 0" ; i - I L J I I ( I ®r°P' 1' 0" S5.3 I 1 ` I 1 I I /I- o o < � 0 C o d 9. T.W. TOP OF WALL. REFER TO PLAN AND SECTIONS FOR TOP OF FOUNDATION WALL ELEVATIONS. ' 6 I I 6 i i I ° °\ -168\ i I \ T.W. = 0' -0" I I / I m cr- = w CJ 55.2 rn 1 I S3.3 I , - CONTINUOUS CONCRETE LOCKER BASE REFER TO ' I T.W. = 0'- o" \ 1 I - - B B.F. -4' - 0" M.3 10. T.S. TOP OF FOUNDATION WALL MASONRY SHELF. REFER TO PLAN AND _ I I 1 I TYPICAL DETAIL 15/S3.0. REFER TO ARCHITECTURAL I 0 O U L J "' z o �O SECTIONS FOR TOP OF FOUNDATION WALL MASONRY SHELF ELEVATIONS. Q I I i J DRAWINGS FOR DETAIL ND LOCATIONS. I I u '1 U i �� U 1 U I I i OB B.F. -4' - 0" 2 z O w g - v ( AT.P. 1' I 11. T.P. TOP OF PIER. REFER TO PLAN FOR SOME TOP OF PIER ELEVATIONS, 00 CJ �ATR -1' -0" w SECTIONS TOP OF PIER RELATIVE TO BOTTOM OF COLUMN BASE PLATE o l('/ C1 1 ' i \ CJ I , 53.2 ; Q 2 ( ( ELEVATION, AND "COLUMN SCHEDULE" FOR BOTTOM OF BASE PLATE I , NKUVIUt 2 #FS Vti MASONRY P�BO� HEIGHT ATIFINT --- - I IUA� Ktb GROUTED I BEARING° - -- iN SOLID ASONR ULL TOP OF CONCRETE PIER. LANDINGE ELEVATION i I� SLAB AT J� (SIMILAR) u , � u a � cc O I Oz } o 1° I S.F. -_- - I -_ €L€VATlnnic 12. BrFr BRACED FRAME LOCATIONS. REFER TO STRUCTURAL DRAWING I I \ I °\ / ; g o __ 56.1 and S6.2 FOR BRACED FRAME ELEVATIONS. i I I I - - - T.W. =-0' -8" DOWEL INTO TC� OF FOUND TION WALL. �� _ u °; = CJ I 1 d ��,\ ; °° I / S a° 5 53.2 1 i 7 1 53.2 I I i i I I \� `� 1 o T.W , 5 / 53.2 , _ = 2' - 0" 3 S3.3 I I I ` _ ' - T.W. -- o' ( ( I O B.F. 4' I T.S. _ -0'- 8' N - Iv ILL �13. W. FR. WINDOW SUPPORT FRAME LOCATIONS. �,, 14. ALTERNATE No. 1- CLASSROOM EXPANSION � _ - - 15' -- `- -_ ALTERNATE No. 2 -RADIANT HEATED CONCRETE SLAB ON GRADE. i I , r 1 i` OB B.F. -4' - 6" / T.P. 1' �" A / �� CJ`� O B.F. -4' - 0" AT. ( 4 T.P. -1' o" r/ I 1 / C j B.F. -4' - 0„ / C T.P. -1' - 0„ 4 Q I i C / r 55.2 C1 _ _ - Ln I- g ( T.W. = 0' o" I T. . = y - 2' - 0" 1, - W. = 1' S" i . 4' - 6" I I \-Lp---s--r --- `-' i i I = - G -- r 1 I / I 5 T.P...-1' o" I ' A - --I --- , y I 111 a I -'� - J I- - -- OC B.F. -0" - -I n 0 J r m I 1 u 1-2 OC B.F.-4'-6" `•� N ``\\ \\ \� ' _ / 3 o . I I' `• `� �. 5 L/L _' I It F. -4' - 6' B O , 54.1 1) I 100 ----- -- --- r- - ---� POR I - r I -;----� - -_L -. 5' THICK � MA -----1--r EIGHT CONCRETES ~` --- BION GR ,- YE ON V I rI ` � RETARDER ER III -- 111t /a1�10'I-,4 fHICKLAY IERiOF3/4"flt/IINUS I r 1 2 1 MI I ° I 1 [A T.P.. 1'-0" C1 I IAT.P.-1'-0" P - ___ 1 ! ' \� i I - IIT.W.-0'-0" S3.3 '6s CRUSHED P OCESS lT D STONt B/ SE ABO E AIMINIM I M 16" TRIAL. HICK 1 ° 4 ° 111-211 __ ,'� - __ --' ( 11 1 a I LAYER OF C6APAC ED CONTROLLED SO L FILL MAT r I_ - \ L _ (� ,S3.3 - J L FD -I ,'� _ S3.1 °° ! 1 I`° - I( REINFORCE C�,NCR TE SLAB'ON`GRAD ITh 6x6- 2.1xW2. A I D 0 I"I 1 I I nm� I I Im WELDED WIRE �rAB IC. TOP 0rF CO`\?CR CSLAB ON RADE _ +2'-0". I `L I I I ILL °°° IC6 18.9 ( 20 I 22 24 1714 oo I I CJ °\ r' CJ 1 I 1 r 1 CJ 1 1 /1 J r / I Im 22 1 III I I i 11 ` -0 9 -0 I II 26 -9 I -1 , tt I II 1 II 30 -0 31-0 1/2 28 -2 1/2 4 2 S3.1 53.1 ( I ,� I , I I I r 1 3' -4' 4 -6 22'-0" 1 11 10 I , / 19' J I/ 11 , 36 /6 6" ,' / (•(� I, / / u/ ( I ( 17'-2" 8' ! ' III 3 -4 1 I II 3 -0 I 11 -0 ° °°° ° I ( 2 -4 CJ 10" I I TOP OF CONCRE E SLAP AT , / r 1011 Cy L _ 81I I L 1 LANDING ELEVAI T.W. = 2' 0' OC B.F. 4' 6" ION �4-1'-¢" 1 ! / j 8 L U I I J ^ OB.F. -4' - 6" I 1 T.P. 1' o" T.P. 0" (SIMIL.) 4A-1'-4A Q T.S. = 0' 8 1__ c�v d I - 6 I S3.3 I r , II 0 8 - _ V o - - - o _ N ,a -c, .\ - 5 N I -► r- / i r 1 00 ° _I 53.3 I-, in `, '------ �r I -� - --- - . _ - , T^` -_ B.F. 4'-6" T S 0' 8' ------------------ i ------ r N ----� { Q4 T.P. 1' - 0" ! r C B.F. 4'-0" O / r^ ( -L. AT. -1' 0' �I-A �� 11 ,(sJ-B.F.-5'-6"L_ --- J� �n -_B.F.-4'-6_' �I -- - �I o J r 4' - s" I -- B-21 1 CJ TP 1' 0' ,� - 4A FD \� ---- \'�`-� 1D4 I I - P ' -J. T.P. -1' - 0" S5.4 ( I - - - - - ° I i _�_ _-' i- - --- ----f-- I --- - BrFr T. B-23 --- - _1' o" _ -) I CJ I �B.F.-4'-6y r---1,&T.P.-v-0" 1`1 4AT.P.11'-0" 1 /- -� L - _ - , ------- , CJ = t ------ --- - `n S.3 ------ T.W. = 0' 0 I T I S5.3 I -- - - - - ! ( I I - - - - - - - I I --- �� T.y� = 0' 0" I ,-' I I I' r - I I ' `n L - I� B-20 O B.F, / r--- T.W.=2'-0" -J1 i - 1 P r / 1 S5.3 -- �. L i D B.p. r -------I - o - JEn � 8" P Q •- _ 55.3 OD B.F. -1----------_-Z - -� _ _ - _ _ _ -- ---- - -I ' -' B.F. 4' - 6"O -1 T.P. -1' - 0" B-24 AI - - J op = 2, o„ �' r'I 0" ( I OC B.F. -4' - 6" v T.A. A J 40" / 5 T,P. 0" S5.3 QT.P. 5 I II I �_� 1 T.W. 1' 0" �� I T.W.= 1' 0" I QT. P. -1' 0" B.F. 5' 0" e 1 I I mLL: 55.3 / / \\ 5 6 AT.P. -1' -0" 9 C61 i 11 - I , - I 53.2 J S.F. / /� J °\j / 3.2 53.1 -_ v I 1 6 6 I I - oo v v v 53.2 - 8 T.W. = 0' 0" J / / oo I I START AND STOP ALL FOOTING. REFER _ CJ T.W.=0'-0" I, i o 01 I ( --�.___ S3.3_-____-- I ( S3.3 oI ' I I I 1 �, FDA CJ / OFD �, ,° m1 CJ s" sr - WALL PVN TRATION. REFER T $ F °`° \ \ TO "TYPICAL FOU DATION PENETRATION 9 -5 " 25 -9 " " 2 -4 � S3.4 I "VPIC�L FOUNDATION PENETRATION N T.S. = 10' -8' �� '�, \� DATAItS" S RUCTURAL DRAWING G S3.0. 10 `° �� DETAILS" STRUCT 10 RAL DRAWING S3.0. m I 1 ,- I C° I m ( L ! 1' 0" , I I N (T.P. -1' 0" B.F. -4' - 6' OJ I M / I / -0 ( 1'-41I Iry �J ' �J L ILL OC B.F. 4'r Im I v \ ` T.W. U 53.1 - 0' 7" - T.1 U - ---- V �-,�� _ _ _ _ A !I $5.3 S5.4 r , T.P. 1' o" (� i B.F. 4' 6_ - J - -I - � _-- ----- -I I 1 I AT.P. -1' - 0" 1 m I T.P. -1' - 0" ----- ---- -->-- --------------- ------ i_ J CONTINUOUS CONCRETE LOCKER BASE, $5.4 AT.P. 1' b"r T.P. 1' 0" \-A- T.P. 1' - 0" L J S5.3 -- T.2 B.F. 4' - 6' B rr L_ r - - - - - - - _ _ - - - - - _ _ _ -r I -�-I 1 I ( 4 T.P.1' 0" T.W. = 0' 0" t_ 1� I --I1� I I _ - 00 _ REFER TO TYPICAL $ REFER TO ARCH DETAIL 15/S3.0. TECTURAL DRAWINGS in o0 / A T.P. -3'- 6' T.P. -I'- 0'A T.P. -1' o" A FD T.P. 1' 0" _ _ - -- -- I ��--- --- - -- - - - _O ----- r - - I- -1 J B.. -4' - 6" O 55.3 FOR DETAIL AN LOCATIONS. _ / B.F. 4 - g ' 6 c» B.F. 4' 0" O OB B.F. 4' - 0" OB B.F. 4' 6" J T.W. 0'- B.F.-4'-6" --- - �.� .. -- - -- --- 0 -0' / OB B.F 6' T.W. 0'- ---- L T.W.=-0'-7" - CJ B.F. 4 6 - ---- --- --- -- - ------ - - - ---� ---- - M _- JO B.�. = 4' \ \ I L J S5.3 " L J L- C1 1 -., 4 T.P. -1'- " , „ 53.3 28 -2 4 N 4 T.P. \ , \ i It - o' \ 7 -4 , " 20 -0 I 53.1 I OB B.F. -4' - 6° � // ' ' L J L J �' ` -- . - �- T.W.=-0'-8"1 ti \ B.F`.41`1.6,1 `` „ �, _2 I 9 I I I I T.P. 10 I T.P. 1' o' A 1 5 THICK NOR A WEIGHT CONCRETE SLAB ON GRADE ON VAPOR RETARDER OV MINIMUM 4 THICK LAYER OF 3 I CTED CONTROLLED SOIL FILL „ 4 MINUS TERI o °CONTINUOUS CON RETE LOCKER BASE, REFER TO - 6 b, L. = 0 8 18 \ 8 6 y C3 9 I r J T.W. = 0' 8'I 53.1 o u I WALL PE�NETRA "TYPICALkUN u ION. REFER TO ATION PENETRATION I - 53.1 0o I I 0 d CRUSHE PRO E SED STONE BASE ABOVE A MINI REINFORE NCRETE SLAB ON GRADE WITH 6x6 I UM 16" THICK LAYER OF C 2.1xW2.1 WELDED WIRE IA RI�C. TOP OF CONCRETE SLAB ON I ADE - I ,' BRSE`BID. TYPICAL DETAIL 15/ 3.0. REFER TO ARCHITECTURAL , $ 1` 0 -0 . / I DRAWINGS FOR DE AILAND LOCATI DNS. I -4 I 3.3 / � I (SIMILAR i 1 In ,o T.S. 0'-8" i IN I DETAILS" S� RU TURAL DRAWING S3.0. N - - T.P. 0 0 5 / U i C1 I B. F. -5' o" \ 10 I - - - - - - - - C B F 4 0 - ---- - I O B.F. - " B.F. -4' - 9- C B F 4 0 1 I I -' C1 I I O .. - " C_ 6 F. -S_ -D -- -- I- - -- -B F 4' 8 -D 1 __ _ - - - O . Q _ �- - - - 1- _ - -- - --- - - - £ F 4 fi° - r- - - -� =t i-- 1 _. _ - - _ . - \ _ - - _ , _---I- 1 T.P. -1' - 0" I I T.P. -1' - 0" " A B.F. 4 10 I I - -- - -- - - - I i _- ==-1� - - AT_P 1_=01- - -1 __-- _ - - - I T.P. -1' - 0" 4Q -_ --- J OE IB.F.-4'-10" ,'o �( I A T.P. 1'-0" °°° I - __ - -- _ "T - -- i -T�._1, fl �- -_ - - -- -=P ==D=� - -t - - -Q -w =1 _ _ �_:__ �A T.P. 1' 0" 1 \ - - J 0 - _ q _ _ - - -- 2'-0" / 1 1'-211 1 ✓'/ 11 ' °° -. -- ,,,' ,- 1� T.P.-1' 0'A I , 1 _- - --_ --S 2 = - -- - ' - - / B.F.-5+6', r A / S. F. T.W.=01I0„ ,/ �- ST#RTAND/STOP WAL I i FOOTING. REFER I \ a - _ - T4�T�1C> N $FAQ -TO 1 TLK AT RADiA�1TFLOO�TST BUTf0_ N= -- _ _ - - --- -SYSTENI-FORALTER ATE No 2== RADIANT��OOR-SLAB r - - COORDINATENVITHRAIDI�1N TUBINt LOLAT1OJ�tS `- REFERENCE STRUCTURAL ES3. - i69 7 TO "TYI I61_ FOUNDA ION PENETRATION ' -- HATCHED)= -- - - ''-- "SOGASESOG I rr� S.F. / __ I ADD ALTERNATE BID No. 2 -- ADIANT SLAB (AREA AS SHOW -__ _- - T.W. = o' o" -- i II DE STRUCTURAL DRAWING- I _ it 6 THICK RADIANT HEAT NO MAL WEIGHT CONCRETE SLAB IYER N GRADE ON VAPOR RETARDER AND CON S ICI IN -' _.. -T-- _ CJ , -'�� --=OVER MINIMUM 4" THICK OF 3/4" MINUS CRUSHED PROCESSED COMPACTED CONTROLLED SOIL FILL MATERIAL. REINFORCE WIRE FABRIC. REFER TO "TYPICAL RADIANT HEAT CONCRETE STONE BASE ABOVE A MINIMUM 16" THICK LAYER = CONCRETE SLAB ON GRADE WITH 2 LAYERS OF 6x6-W2.1xW2.1 WELDED = - SLAB ON GRADE DETAIL" STRUCTURAL DRAWING S3 0.� C1 1 1 gel \ / ° r I " 5 SOG � N 53.1 / 5"-SOS BASE B1D- - ,� I�6--SOG-AL-TERNAT r 'BASE BID - 1 5" CONCRETE SLAB ON GRADE AS INDICATED ABOVE. - - _ u I I - ___ _ - - -- - - ° I - - - - - - - --- B- - F., -, / I / G r T.P. -1' - 011 , (1 1 4A B O - _ - _ r ---- - - r.P. 1 011 - - - _ 8` 6" IT.W -- - - - _ _ _ ,r CUT HORIZONTAL - _ T P� 1-`-0 [SIDE AND CONi�7E C= = B.F._-4 = 6" , - _ O 1 DOW SUPPORT EACH = - 4 _ ST€EL1 iSS C - __ --- - _ -- C _ T W `- 8„ -- _ ' _ 14 -4? T P 1 0 B.F:- 4 _6" - 4V: = 0 -- 1' - 0" 4' - 6" 1 CO/ 1 A T.P. 1' 0" / - 4 I- B rB.F. -4'1- 6" B B.F. -4' - 6" I. O - _ _ = _ T.P. - - - -E_ B.F. O / J B/�. 5 4 I i B B.F. 5 0 �-- T.W.=O' 0" B-F -4' - �0' - _ --- - _ _ _ -- _ r r - -- -_ - -- _ - - - = _ _ - - - - - W; FR. - ---- - - - - - - `- Q --- B.F. i1 011 T.W. L_-- -- 0'-0'1 -- - -J �- ------------------- -- - ---- _ --- J I� + ---� I---- -- - ---� _ - / J A/ I / T.P. -1'- 0" I- . - ----- ----� -- B.F. B.F. -5' 0" _ I i , N I I �; I-- j I -----L_ s---- - -- B.F.-4'-6"----L----r- --__ - - t I I I N I Q I I �' L �j\1 J 1 L J B.F. 4' 6" -_J- B.F. 4' 6" u B.F.-4' 6 --L`- ---} � � I I I vi I _ J C B.F. 4'-6" - _ --I_ - ------- -----I_ -t-- B.F. 4' 6---- Lu I �' I 1 z l _ �I � i J I- - I F B.F.-4'-10" - J A T.P. -1' - 0" i I / ( T.S. _ -0' - 8" � I - _ I HSS 5 x 3(V) x 5/16 I S5.2 I u I i + I 3 8 7 I HORIZONTAL WINDOW I 2 I 14 1 ' Q ' / 6'-0" 20'-0" 4'-10" I 21'-7" I 9'-5" I 21-11 6'-211 53.1 S3.1 S3.1 SUPPORT WITH L3 x 3 x 1/4. S3.1 26'-10" 3.1 I S3.1 26' 9" 27' 4/1 i 1'-2" l I 1'-0" i I 26'-111 I 321-7�� WALL PENETRATION. REFERI 0 1 I 3'-9" 23'-1" z I I o 1 /g'_g" ' z_ 1 I ' 1 " 233 -4 TYPICAL FOUNDATION PEN TRATION 1 I B-29 /27'-4" = DETAILS" STRUCTURAL DRA ING S3.0. v H270'-4" I I ' 1.8 2 3 5.3 7 8 12 14 15 18 20 21 23 FOUNDATION PLAN - SOUTH 1/811 = 1'-011 25 26 30 ( 33 34 9OS� ii S�� M� CHLINE 151.3 - o tC? N In IC6 T.S. _ T r.i N IS.F. r I / / N 00 / N m ! i---i I ( I I T.S. = -0 1� I� Im I O0 I t11-111 '� N 1 I I I 00 Im 00 c-I REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 I RARD AND OMPANY 1_l_P STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 ,ptttutturrrrrrg epp0"�C C O N /VFej'ri�®® Ar N 5911 �•w�, ®4sSS� fNAL E�O�`< MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FOUNDATION PLAN -SOUTH DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. 51.3 RAILING POST. REFER TO SITE/CIVIL DRAWINGS RAILING POST. REFER TO SITE/CIVIL DRAWINGS REVISIONS CONFORMED SET MARCH 22, 2019 1 2/19/19 BID SUPPLEMENT 3/4" CONTINUOUS CHAMFER EACH SIDE TOP OF WALL ELEV. = -V-0" REFER TO SITE/CIVIL DRAWINGS FOR SITE GRADING THIS AREA. # 4 @ 12"o.c. HORIZONTAL # 5 @ 10"o.c. VERTICAL DOWELS 2 x 4 CONTINUOUS FOOTING FORMED KEY 2 # 4 CONTINUOUS BOTTOM 3" CLEAR BOTTOM OF FOOTING ELEV. = -64" aQaD 3t1 CLEAR TYPICAL- aDD°aDD D° � "D a Da oapDaD o 2" CLEAR p O 0 O1 o ) oa / n Q aDD°aDD 4 a° a� D tea/ a Q D D ::m Im SECTION r2 J/�11 __ 11_011 S1.41 3/4" CONTINUOUS CHAMFER EACH SIDE TOP OF WALL _ ELEV. = -V-0" # 4 @ 12"o.c. HORIZONTAL REFER TO SITE/CIVIL DRAWINGS FOR SITE GF"^'" 2 x 4 CONTINUOUS FOOTING FORMED KEY # 5 @ 10"ox.TOP 2 # 4 CONTINUOUS BOTTOM 1 aDa°aDD 4 D� ° �DDaD o4 ,oD -" f' Da a�pDaD ('1 FAR # 5 @ 10"o.c. VERTICAL DOWELS 5 # 4 CONTINUOUS TOP 2" CLEAR 3" CLEAR _ BOTTOM OF FOOTING 609 1 05 0 O ELEV. _ -7'-4" r Q aDe° a`4 aD °D Q aDa°a�� 4 aD D DDaD o0 aD a aDDaaa oo�', � D d a D 4 a 3" CLEAR TYPICAL 11-011 1 811 1 21-611 41-211 SECTION 1 :Z/all = 1 '_n" k S1.4 FOUNDATION PLAN LEGEND 1. -0- 1 SOIL BORING SYMBOL AND DESIGNATION. SEE PLAN FOR LOCATIONS. 2. O INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE ON STRUCTURAL IRAI DRA\A/IN(; S1 1 FOR $17F ANn RFINFORCING, 3. 0 INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON STRUCTURAL DRAWING S1.1 FOR SIZE AND REINFORCING. 4. SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS. 5. 0 FD FLOOR DRAIN - COORDINATE WITH PLUMBING DRAWINGS. 6. B.F. BOTTOM OF FOOTING ELEVATION SHOWN THUS (- ) BELOW TOP OF CONCRETE SLAB ELEVATION 0'-0". 7. S.F. STEP FOOTING. REFER TO "TYPICAL FOUNDATION WALL DETAIL", STRUCTURAL DRAWING S3.0 FOR DETAIL AND PLAN FOR LOCATIONS. 8. C.J. CONTROL JOINT. REFER TO "TYPICAL CONCRETE SLAB ON GRADE DETAILS", STRUCTURAL DRAWING S3.0 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. BrFr BRACED FRAME LOCATIONS. REFER TO STRUCTURAL DRAWING S6.1 and S6.2 FOR BRACED FRAME ELEVATIONS. 13. W. FR. WINDOW SUPPORT FRAME LOCATIONS. 14. F, ALTERNATE No. 1- CLASSROOM EXPANSION FOUNDATION PLAN NOTES a- - 1. TOP OF CONCRETE SLAB ELEVATION = 0'- 0" TYPICAL UNLESS OTHERWISE NOTED THUSLY (+/-) FROM TOP OF CONCRETE SLAB ON GRADE ELEVATION = 0'- 0". ELEVATION 0'-0" IS RELATIVE TO TOP OF BUILDING SLAB ELEVATION 172'-3". REFER TO ARCHITECTURAL 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 WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF f'c = 3,000 psi AND 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 STRUCTURAL DRAWING S1.1 FOR CONCRETE COLUMN SPREAD FOOTING AND PIER SCHEDULES. 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 INFORMATION. 8. ALL VERTICAL WALL REINFORCEMENT IN BOTH INTERIOR AND EXTERIOR MASONRY PARTITIONS SHALL BE DOWELED INTO CONCRETE FOUNDATIONS WALLS, FOOTINGS, OR THICKENED SLAB HAUNCHES AT THE BASE OF THE WALL. DOWELS 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* FOUNDATION PLAN - SOUTH - ADD ALTERNATE No.1 1/811 = 11-011 TAINING STATE PROJECT NO. 132-0088 N Phase 1 of 4 n1RARD AND OMPANY L1 P 5 T RUC. T URAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL. CT 06067 (860) 563 - 3820 O� g%oCfl V�FQ AIR N S t,�•G�e� c4° m 0 S E R PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE FOUNDATION PLAN - SOUTH - ADD ALTERNATE and PLAYGROUND WALL LAYOUT DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. SIA 2 1 1 1 W- �4 A I �10 7 Nib, Mm 440 r Popp-- M A - pp, 416; 74 4 r 1 A EA i FS 77 41&1 j- Z ON - !?q ; t �041"tr--o'.1-N-1 A,- V I rA,--- p —IP tIj �e 77" OK. -J, rim 00 1 1 11 11 - 1p lift :amp Igm AW7 110 !0�41 iforp; AN ot Rowe- :op- P, 0 )%for 'PI-11110- M1111111111- 111 MAMMA W—voo& kTA* M rA 0, 5% wA�fAi rAP ► !�»''�`�`�,.��arl�,� rl�,r�''�--- -' ��•.. `' `' . - �' � ,i i t � • � s is ; :�; . � �, ; +'; �►air I Mill -6 1 11F 41k Ilk- Ak�i*l;N p. 4! I, 41k) f 4 011-.--, -"ktl Ipr 'Nil ilp 4 AN '4k) or N 4 1 4, z, AN 41 4 4 '4d owl- '4 La b, A lop, M N * k,-,N 4 k 4 Ijjk Ili '41 '41 ft woo b, it dftft KEY PLAN N.T.S. MAIN ENTRANCE BUILDING 'A' REVISIONS CONFORMED SET MARCH 22, 2019 EEN N��G �� SZ cz00FSc�?-P� O�P� PROJECT NORTH SECONDARY ENTRANCE BUILDING'B' PLAYGROUND RETAINING p WALL STATE PROJECT NO. 132-0088 N ALTERNA E No. 1 I Phase 1 of 4 -71 wU&A'Ii,.''.`,;' I Ca,�s �!�:a��ri '1 �: �� -�' ._'N �i . ►\`•l mi� �~ �� ►�:' . \ , _� - y �' i�� J �� _`„�I�� _ y�� l�� :. ►err, 9.� ..�� I �. OW wk �• �� w� r I Owl t ►ter►; � .. .,�rri� � - �- � � � ';� � ' •. �' \� . i } w�Qwr�r Ow�i� Ilj � �w�ow• a7w�ow�wrw�o � i �� ' � �; A\\ ://� ►�, �� I � � t•O��-_ A� �A4 //�I ► �il��Ml� �__ I� / S�,�I''q. a+�i yi ra��►�/ � ��1'� I I �� \ i . � at � r �J��r i _ _ � � • . I • � all .r ! I--- .._.- - .� ,►-^.� _� Opi�, I ,. t � � /� - � � i / � \ \, '�f'�1�.~ ' I `i o ® .� �` 'icy � �,�'�i1`.�'�-�/ +��i��► _`''�� ```---- mow" �,\1\� � _ _ �II' __ � /� -• ��`-�.-.a �� ( III`. -, �` - . I ��.ghl,`I,�.,I��~� � �. �wM � •�",¢� y j7 r' � • • _ N I/ ` ✓r �j/�r.il ,�r 'a I0 --� '--- _M1 "�f� � ' . ��1► ��„yi��'- 1, fir► �` • . 'i , � i � 0 ✓o �l: . --.. - �"\-. 1. .. /. ....: -_. r1 ^ � .��- ► v � - 1 � / �- �( \,. I� �, I . � � /. �.,' R'g. _. .; �,. '. _` fir, n: I; Ip �`irgip' ,�� I i _. _. .•. � �. �� 4�®` � ,. v 1 � `� �. . � \ 1�� %�/, •I;\r, �.. Il /A + {o'. 'a F/�y�-•�®•� -a !F1:,�(1 `i1.► '►�n��.'.�'`�l ►.\��. /�:�i ��►�. �;I\.� ,�� 11.i� /-.n f ``yam � l)a R ),`��,(' �)p ,r�r�!71 `•t15o1 �, .. N_.. __. 1��>,��♦=♦.i/�iw>7�.�I,Iri�1��._ ,��: w. �'. 'vv M��` \�'1�� . a ```1i ,IY . • •• • ••• �/'��_��-�I� ".� � -� • 1 , ' - ,-,'�,.i ,.,•,af _�r.�.'^�./i � ��+i,��w -1' r.._ ._:�.. ��►♦ �r�� a� ,�I� a•; t,, ; `�� V.., , \ . j - ¢ ✓ / r , %;. y r i a '�`�'-tip _ - q /` �l`�: , � . 50 ': . ��QI! _.� `. � + �� 1 \ \,+ , I T� �► ,1�1►' n`�- -. I ► i� ��r ►� � �1�r,� fir• v / �' ,> 1 r - -_ \ \!'r`f /� / i ri ,� _ �0 '+'�p.�pF�O ,g�� gi�.fll+�r��rr �. „ •.v r � �� .•�rr� L•�� • • \L ! Irr;'L-. ✓ �. �ir._ rr��,6 y1i•�„ �i<•r Iir�� :' �^. ra.' �►i �` �/ I • �� ► , '�.� �� j \�. al' \��j,r' ,, � V-,>••�.-� .�lil nlU' �,�0�' �i'% l�pc :\• / 1 �. �♦ ` I 1 • � ► ►'\ � fly r\•11,p:0 41 y _ilF=i��. .I�`.��•q��i,w� �vv �1 �� ` --- ' S. J \y►�%�+Il`,v'Ij • �� ►/ ter`` `._-.-.. ► '� ►. w �/ \ \�i� ►i '- 1 -` w' �!►\\�i' ,,-_ Apr ♦ ► . , • ► \�,\��\li►•I✓r. �4.v -_-.,!�1f/jl \,i` III\` ��1�j `..` ` r� rl �'• \'�,'yr ' r ►�`��I►�i1�r''Gi , NO y ►,. ��.1► �ir� i I �:C� ' • .IMF s ;. IIwo� NORTH - S2.2 SOUTH - S2.3 1 1/2" DEEP WIDE RIB STEEL PITCHED ROOF DECK. SPAN PERPENDICULAR TO ROOF FRAMING, TYPICAL. REFER TO STRUCTURAL DRAWING S2.3 FOR EXTENT OF ROOF DECK. ROOF FRAMING PLAN NOTES 1. TOP OF ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF CONCRETE SLAB ON GRADE ELEVATION = 0'-0". REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 2. TOP OF LOW ROOF STEEL FRAMING (BOTTOM OF STEEL ROOF DECK) ELEVATION = +14'-0", TYPICAL UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWING S2.2 FOR TOP OF STEEL ELEVATIONS. TOP OF GYMNSIUM HIGH ROOF STEEL FRAMING (PERIMETER ROOF STEEL) ELEVATION = +25'-4", TYPICAL UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWING S2.4 FOR TOP OF STEEL ELEVATIONS. TOP OF LOBBY HIGH ROOF STEEL FRAMING (PERIMETER ROOF STEEL) ELEVATION = +15'-9", TYPICAL UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWING S2.2 FOR TOP OF STEEL ELEVATIONS. 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. 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. 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. REFER TO STRUCTURAL DRAWING S4.OA and S4.OB FOR TYPICAL FRAMING DETAILS AND SCHEDULES. 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. THE CONTRACTOR SHALL VERIFYALL CONDITIONS, MATERIALS, AND DIMENSIONS BEFORE COMPLETING PRICING, ORDERING, FABRICATING, AND/OR ASSEMBLING ANY AND ALL PARTS OF THE WORK INCLUDED IN THE CONTRACT DOCUMENTS. REFER TO STRUCTURAL DRAWING S6.3 FOR COLD FORMED TRUSS ELEVATIONS, TYPICAL DETAILS, AND GENERAL NOTES. REFER TO STRUCTURAL DRAWING S6.1 and S6.2 FOR MOMENT AND BRACED FRAME, BrFr, LATERAL FRAME ELEVATIONS. 13. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. 14. INDICATES SPAN DIRECTION OF 1 1/2" WIDE RIB STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN AND PROJECT SPECIFICATIONS FOR TYPE, GAGE, AND ATTACHMENT REQUIREMENTS. I RARD AND OMPANY I_L 1-: STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 0�g,,`,OF G O N/V,,._ moo �e s :.lam ''fG�- , '��••. �O MOSER PILON MATCH LINE NELSON ARCHITECTS \ 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE OVERALL ROOF FRAMING PLAN j DATE 11 /2/2018 1 1/2" DEEP WIDE RIB STEEL PITCHED ROOF DECK. SPAN wI COPYRIGHT (c) PERPENDICULAR TO ROOF FRAMING, TYPICAL. REFER TO _z Moser Pilon Nelson Architects STRUCTURAL DRAWING S2.3 FOR EXTENT OF ROOF DECK. J a DWG. NO. ROOF FRAMING PLAN - OVERALL 1/1611 =1'-011 S2.1 C C V C C C i C S C i C .� t C Q c c LOW ROOF FRAMING PLAN NOTES 1 2 4 8 10 13 16 17 19 STEEL ELEVATION IS REFERENCED FROM TOP OF CONCRETE SLAB ON GRADE ELEVATION = 0'-01'. REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECTTO 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 CTRI Ir'TI IRA] CRAAAiI\IC, DI AN r1R INI CTRI Ir'TI IRA[ GRANAIPJC CFC'TI(V\IC A[\In/nP nFTAII C 1 J11\V�.I VI\r'\L 1 1\r\IV III VV I _l, VI\ IIV ✓I I\VYi1 URAL I I\r\IV III- JL�.I IVIV✓ Al V V(v1\ vLlr\ILJ. 9'-611 12'-6" 19'-611 5'-5" 1 16'-711 10'-411 I 25'-2" 3. 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 UNLESS NOTED OTHERWISE ON 11 O11 STRUCTURAL FRAMING PLAN OR IN STRUCTURAL FRAMING SECTIONS AND/OR DETAILS. I [ I I 1 I 1 ] 4. 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. MATCHLINE�� NORTH S2.2 NORTH MATS 5. REFER TO STRUCTURAL DRAWING S4.OA and S4.013 FOR TYPICAL FRAMING DETAILS AND SCHEDULES. SOUTH 52.3_ I ] W12x14 W12x14 W 12 x 1 SOUTH 52.3 6. REFER TO FULL SET OF CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL ROOFTOP EQUIPMENT AND ROOF OPENINGS. 2" EXPANSION JOINT I I THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, AND MECHANICAL EQUIPMENT SUPPORTS WITH THE ACTUAL EQUIPMENT TO BE SUPPLIED. THE H 2" EXPANSION JOINT (TYPICAL I 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 �I W 1 6 x 2 6 W 1 6 x 3 1 FR MES SHALL BE PROVIDED AT ALL ROOF OPENINGS J N 0 LLJ 0 0 � z N N 0 -Q- o 2 J < Q w m tL U p m V) � 0 N m z w c tz C7 a•) N LL S4.3 �� (TYPICAL) 1 54.3 (TYPICAL) pa 0 d• N J 12 54.0 B Hfig12x6x12 r(+ 2'-8") -1 - H S12x6x1/2 I I ( 2'-811) I - - - , I HSS1-2x6x1/2 (+ 2'-811) I 2 I I LINTEL. - W 12 x 2 + 11 x 3/8 PL. -I-/ S4. y ± �4, - W 8 x 1 (+ 11'-`6"}--t4N�= ( I ± I ± I r_ 1 xI to N co x 17*4 N+ --- I I `H' II II III W8x10 (+12-6 )II Ln I Ln N N X 1 x U I U 7=-7 N vN -- _ I L3 x 3 x 1/4 BRAC S TYPICAL. WELD TO TOP OF W8 BOTTOM FLA GE 1 n1 n �I I iFl_ GIRDER TRUSS 1 GT-1 Il u II u ii i 1 n ll u u = 3 0 54.8 1 I I II J J 1 1 i I PIPE SUPPORTE SKETB LL BACKSTOP FROM RAMING BOE, 00 IN I`.D m V) 1 r I TYPI mii I STE \LD-UP AL OF SIX 16TOR SH L FRAMING ITH PR I 1710 1 O/\WAT 7x11 L LL COORDINATE I TALLATIO DUCT MANUF TUIRER. I 1 0 7x111 ANT 00 II 11 ox� W8x110(�12-6'1 Imo+ -- Ln' 0 WT7k 1 5 I S4.3 1 (+18x�1,0 L5( x 3 5/ WT + U ROOF FRAME 11 " ooL6 X N O c-i + U I Ln Ln N x N I N a -I c-1 U U 1 OPEN 1 x N U =" X N x oo N ` 1 O ' + \--I + N U GYMNA IUM ROLL-U DIVID R CURTAIN EL0W.1 I 11 nl lnnr\nir rn�nn \n �.. III- SurrU I PRVIVI VV / X 11 S 11�\n/n1 �r`n nlnl n. nVVVIV. I.VV IIVH J II 1 LOCATION WIT ENTER CO RT OF GYMNAS ii� 7 ANTENNA II i GIRDER TRUSS GT-1 n 54.8 u BRACKETS m ^ II 0± ii°1 U W 8 x 10 ii III (+ 12'-6") I 1 1 I I , u I II 00 IriI nip ±� II 1IW 8 x 10-- (+ 12'-6") U 1 lairH. 7 ^_ I + 1 I O + Cl II u L5(V) x x 5/16 ROOF F E I I ,,, --- I ' W 8 x 10 (+12'-6" J\ 1\!! In Ln N N -1 LINTEL- x 1 1 -, I �, =+ U - i 4 - 1 -' " I W8x10�+12'- 4)= _1 �__ �;] I cN U IPROVIDE 2 W 8 x 15 + 11 3/8 PL. t° J LINTEL - N W8x15+11x3/8 _ 5 VERTICAL REBAt- 1 I S4.3 C 8 x 11. FRAME TO RECEIVE RAILS. BEAR (GROUTED I SOLID FULL HEIGHT AT o0 1 C 8 ENDSJINTO MASONRY WA LS 6" LINTEL BEA 1 ING MASONRY PIER. 1 I MINIMUM. GROUT IN C 8 PO KETS SOLID. I 1 GIRDER TRUSS GT-1 L (HIGH & LOW Lu I 1 X =� + m x ( I 22'-011 I m x rl �, I m O N rl x N OPEN O Ln `1 \--I N m 1 O I cV rJ + Ln ± IS4.8 N ANTENNA BRACKETS OO X 60 cV x 221-011 ± N 1 C 11.5 Ln x 8" DP. LT. GAGE 1STS. @ 16" ox. 1 1 / / (+ 2'-8") S12x6x1/2 I (+ 2 -8) HSS12x6x1/ $ 54.7 1 U 8" DP. LT. GAGE CON TRACK I /16 CH SIDE ENETRA IONS �� J L5(V) x 3 x 0 F (+ 2 -8) HSS12x6x1/2 1 li ''' A LEAVE OPT SINGLE DE1 SPAN UNTIL NjASONRYw\yk IS IN PLACE ' '� � � ," ,il Ii111 �I�1�b'!i`�`�,'{ �►1�li! � n ° : ,fdu�l lLl �i�, e� ;il �I I �� 11 � � II LY___ munnnunuvnunnnnnnnnnun. n� n l ��. -_-_ W12x14 -_-_ A d, I 4 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 X I �4,7 T----UH pir I "I'D II\1 TL1E rnKl-rDAr'T nrlr'l lr ACt\ITC N I 1 IIV\.LV ULU IIV 11 IL I.V IV II\F11.1 VVI. V IVI LIN IJ. " EXPANSION JOINT �o CANTIL. 1 6 x 2 6 2" EXPANSION JOINT 8- REFER TO STRUCTURAL DRAWING S6.3 FOR COLD FORMED TRUSS ELEVATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 1 2 9. REFER TO STRUCTURAL DRAWING S6.1 and S6.2 FOR MOMENT AND BRACED FRAME, BrFr, LATERAL FRAME ELEVATIONS. - - - 26 11 27 1 11 31 11 32 CANTIL. ' W 1 6 x 2 6 I 10. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. 20 -0 10 -11 15 -0 IVT a 54.2 �� INDICATES SPAN DIRECTION OF 1 1/2" WIDE RIB STEEL ROOF DECK. REFER TO STRUCTURAL - Q 1 FRAMING PLAN AND PROJECT SPECIFICATIONS FOR GAGE AND ATTACHMENT REQUIREMENTS. I IW 1 2 x 19 U W 14 x 2 2 U0 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK 1 1.611/2"- I I I� - - - - © DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK 1 m r„ �, N M I I �U3 - N I N N N �n Al l DIMENSIONS nit1%=n nr Irl lAl l nr /-'rl/ln nlnlnTrn nv Tl lr!-'nnl-MA/'Tnn nnlnn'Tn I 3 I x I I m I OI 1L. ALL VI IvICIVJI OIVJ IVV 1 CV AJ 'AlH SHI MALL DC I.VVRUI IVHI CU DT I HE CON I RACIOR PRIOR 1 O FABRICATION WITH ARCHITECTURAL AND/OR MECHANICAL DRAWINGS ALONG WITH MATCHLINE NORTH S2.2 I S4.4 m 1 m m 10 x 1 5 ) 1 2 2 K 4 BR. DIMENSIONS AND DETAILS PROVIDED BY THE MANUFACTURER OF THE ROOF HATCH SOUTH S2.3 to 411111`4110�-� r 0 AND/OR ROOFTOP UNITS TO BE PROVIDED. 1 1 I CO TINUOUS x 4 x 1/4 I�f- L2 1),2 2 1/2 x 5/16 TV�/EEN II I I I DECK EDGE SU PORT ANGLE. Tj `��' iniS S nR AC-1 D K SUI PnRT m 12 Tl.1C ((1I\ITDAr'TnD CLJAI I rnr)DnII\IATC TI-IG I r1r'ATIMIC AAIn IlINAGNCIr1NC ()C AI I At\I(,I G �� 1 J. IIIL l..V1Y 11\ftt.lVl\JI1/"1LL\.VVI\V11Vr\IL II IL LVl.f111V1VJ r\IYV VIIVILIVJIVIVJ VI r\LL r\IVVLL �- 1 W 14 x 2 Oxo 2 2 K IBR. o FRAMES AT ROOF PENETRATIONS AND ROOF DRAINS WITH ARCHITECTURAL AND W 18 x 3 5 W 1 6 x 2 6 MECHANICAL DRAWINGS PRIOR TO FABRICATION. REFER TO TYPICAL DETAILS 8/S4.OB AND 1� 'A' I I I °° m N 11/S4.0B FOR ADDITIONAL INFORMATION. I� A W10 15 m I 2 2 K 4 I BR. 2 4 K 6 �I� W10x15 BR `O z ' m' KEY PLAN �¢ 9 C8x11. 00 V) I 1 Q oUxo Lu m I Iz z I N.T.S. I S4.2 W Ox15 0- 22K4 J 0 Lu 0 1 BR. I I 2 4 K 6 II (SIMILA) W10x 5 n. yl BR AC-1 w I Ot I I I I It 1* � I Nolcs /� 0 x W10x15 jjjRf I W 14 x 2 6 0 2 I� 5 (� MAIN ENTRANCE B U I L D I N A m N I 24K I W10x15 Ln Lu N N ccl U O m IL �I CONTINUOUS L4 x x 1/4 BR I I rl c 1 J Li LqL 00 00 1 I z_ I� I a1 DECK EDGE SUPPO TANGLE. 8 22K4 ~ Q a wBR. W O x 1 x I 0 O IU z CONTINU US L4 x 4 x 1/4 m x I N coILL DECK EDG SUPPORT ANGLE. I' 2 4 K 6 ' S4.2 W 1 0 x 1 5 X I m I =, v IQ L I I m11 10x1 m J 22K4 -1 z BR. U ----- C000�1 YARD-- -- - I I 1 (� "] 11 oIto 100 N i W16x36 I� 1 1 _ 54.8 I � o � 1 PROJECT NORTH / L.1 - - - - - - - -- -- 7 - - - gF - 1 RD �. W 4x2 I I 2 2 K 4 I I BR. S4.4 10x1A I I 1 to o II 2 4 K 6 11'1 1 1 1 W10x15 1 I I g BRIf I I w z O Q W10x1 2 2 K 4 - 54.1 M 3 Im 1 z o 1 Ln q + (SIMI L211 2 x 2 1/2 x 5/16 BE EEN I _ _ _ _ X r i ci) - SECONDARY �, 11 o z w I 2 4 K 6 I W 10 x 15 rl 0, IJ0 S S FOR AC-2 DECK �UPPORTI r BUILDING B Ln x 54.1 J I 2 2 K 4 I ENTRANCE ADFALTERNA E No. 1 o x BRI 1 o� m l x x 00 Lj l7H P-2 m I- Lu I z l o N 't W x 1 5 Iz-- BR. MAX OPERATING 00 J a I F- DI I U- �, m I AC-2 al I I I I WEIGHT = 700 LBS EACH 00 rl :D z Q J N r I x r. , JV1 `V 1 11 - I 2 4 K 6 J I 7D I `J W 10 15 9 v N ¢I w I�O I PLAYGROUND RETAINING S4.4 0,Ln x 15 2 2 K 4 BR. � WALL J m m p I o 4 J u1 I ro _ 1 �_ �� I zoll s4.1 O x ° I 2 4 K 6 I - P.) w X I 1 i I 0 N SR.I U z W 1 0 x 15 2K41 I I Q I BR. I O I mIi C� I 9 w N pf W10x1 N o I 3x3x1/4FR M \ I --- -- N z I O m1 Lu O- o� 2 4 K 6 J 54.1 (SIMILAR) � J C° EF-4 CC x N 14x2 S 8 u_ I 22K4 I X IBR. 9 z o i z 0 W10x15 x 0 NN d to �11 I/ > (S4.1 pm I <olI � -a 1 /�I x ( W W J I I- 0 24K6 = W10x15 � /'1 m m W10x15� RD i 1 W14x22 ! 1 < !� I I I ~ o 18.9 20 22 24 I I o I 2 4 K 6 II I W10x 5 o vw-u_0 � BR w d� O ZD10x15 Lu W14x22 �" X I Q X X L(, 9'-011 Q M I 30'-011 1 31'-01/2" 1 28'-21/2" O0 I 30'- " I L �' S'-011 00 U CD 26'-911 00 2'-4" - 2 4 K 6 1 10 x 15 U O z 0p c i) 1 I I BR. lV x Q rI " W14x22 1 1 1 1 I I X x 15 00 w Il '� S4.4 I I I I 1> �p > 1 I DOAS-1 N a m Q I CONTINUOUS L4 x 4 x 1/4 I _ I 2 4 K 6 I J W 10 x 15 C8x11.5 0 Q w J I 1 I DECK EDGE SUPPORT ANGLE. 1 `? 1311.1jII III -_ W16x26 _-_ Q N _I R _-= W 18x40 ' W 18x46 I W 18x40. __ gF �` RD 'v I 14x22 R _ ___ _ _= m m m m m m m m m m _ - --- _ _-_ -- -- - -- - - -- -- - --- W 12 x 16 =_ BR. ANGLE SUPPORT BR. ANGLE SUPPORT I BR. ANGLE UPP T I W 1 6 x 3 6 I H W 10 x 1 5 lD 1 -3 W12x14 I W 10 x 15 RD W 1 2 x 19 __ 111 TY ICALJOIST UPLIFT BRI GING I A M X OP TING -_ -_-_ S 3 Im TYPICAL JOIST CONTINUOUS H RIZONTA BRIDGING T TOP A BOTTOM p 1 / I I 2 4 K 6 (I W I T= �00 LBS C W 10 x 15 5„ JOIST CHORDS BY J IST MANU ACTURER PER SJI RE UIREMEN -- z 1 yp W12x14 W10x1 I W12x19 S --- - - �� E_ --- -- --- -- =�E�-�� - - --- ---�a� oo pUPPORT l�3 x 2 1/2(V) 1/4 DECK EDGE I AN�LE BETWEEN JOIST .I x x X LEAVE 7 INGLE DECK SPAN (SIMI R)Ln °I ml I 2 4 K 6 I 1 10x15 m UNTIL ASO WALL IS IN PLACE -_ - X to Y Ln Y Ln Y Ln ]C Ln Y x Ln Y m Y Ln Y to Y c-i S4.6 1O 1° `r W12x14 W1 x15 (SIMILAR) W12x19 r1 d -�I �r d �I v d '� N L5CV x 3 x 5/ FRAMES 7 ) x x I I (\I N N I N N N N N I N N N X I 54.2 I CN $ I �1 N N L3 k 3 x 1 FRAME N N 1 0 15 � MRW W12x14 W12x14 -- -- - --- - --- - --- $ -- -- ---- J- 1 I T - TY ICALJOIST UPLIFT BRIDGING 4 2 54.2 . G ) x 2 1/4 FRAM �D Ln N _ Ln lD F N X \�-{ x X LD x 5 N -I t X lD Ln Ln to cV N o o c�] o S4.7 N oo x x x R D \`n-I x I 3 U 2 _3 1 `-I 54.7 o O 0 4 0 4.7 W Ox 5 S4.1 1 X.8 - W x10 -_ W8x10 C 2x20.7 YI --- - - --- - - - - - -- ( I W24x76 I I 1 m z I( 6 z 1 54.7 v I I 54.7 I 1 1 I 10 x � I I I I� I m 0 o I� 0 co I S w�l i t w I I I Q U I 1 1 I �� m 3 I I o I COLD FORME LIGHT AGE �H RAPY ' `L S4.1 1 I o N 1 SWIN SUPP RT. REF RTOSE TION 0 I 8/S4. . COOR INATE UPPOhWITH l i I SWIN MANUFAC UR R. I I I I I I I I III I I II i I (Im 1 I I I I I I W18 35 I 1 i - - - - - - - - - - - - - 1 I ( 1 1 I I I I i I 1 ( I I I 20'-011 6'-0" 20'-011 4'-10" 2'-1" V-211 I 1 0.5 1.8 2 3 5.3 7 8 W 1 6 x 4 0 ( DI GON L CRO S BRIDGING TYPICAL AT m I 2 4 K 6 I W 10 x 15 HO IZON ALB IDGING DIS ONTINUOU ENDS. o0 1 1 fHf x x x Q L3(V) x 2 x /4 FRAME W W x31 _�I!- W21x44 RD W21 44 RD' W21x44 -_-_ m ___ m _-_ _ -____ _ 1 -73 - 3/411_ --- W16x3W 1 W12x19 L3(V)x2x /4FRA lD NC8x11. C8x11.5 rn 1 14 �JV12 4 I I 1 I !I NORTH S2.2 MATCHLINE 6 SOUTH S2.3 S4.2 ( IMILAR) _ W 18x46 I 1 I X i m � I I I 5 S4.1 Lu Cr Ln m x 00 I I I I. I I I I I I COLD FORMED STEEL ROOF I I TPI IC T_2 CDA( Pn `nl AR"n r Ln I 31'-311 X 00 I I 12 12 7 I I I I I I u1 (» I X 0 � I CONTINUO x 1/4 I S L4 x 4 DECK EDGE UPPOR ANGLE. L I W18x40 N N O -' �, RD DOAS-2 Q Ln Ln 2 x 1 FRAME 1 x > ,A, x N Ln _ Ln Ln Ln Ln Ln Ln Ln x x x Ln Ln to Ln Ln In Ln to x X.`` OO O O > > 00 ( N c I 00 c I c I -I -, i c I r1 O 0 O I c I c I rl i R D -ram , Ln O f V D 0 0 cD 0 U X X 1 x X x I x x x x x c-I \-I \-i x X _ X I x x X 4. x X x x \"� � •. \�` 1 `, '..,, o �' 0 0 0 0 o O o �` o O O O 0 0 0 o O O x� � 2 C 8 x 11. C 8 x 1.5 C 8 x 11.5 C 8 x 11.5 rl r-I , rl rl 1 - r I rl I �-1 rl Zn r+ I rl 1 S4.1 o CONTIN OUS L4 x 1 DOAS-2 L5(V) x 3 x 5,16 FRAMES Q � 1 CON INU US L x 4 x 1/4 rm1 I - 9 t t DECK E E SUPP T ANGLE. MAX OPERA ING WEIGH = 12,200 LB I DEC EDGE SU ORT ANGL . y 1 , W18x35 W24x55 W2 x 5 7 W21x57 W18x 0 I I W18x40 W18x40 41-611 I 3'-8 1 2" I 1 I I .I 41-4 11I 1 10 1 1 3/ I I I ' I s4.8 B I I I I 2 I 5 I 1 I I 1 '� 5 6 1 I I o� N� ( 1 S4A ( N(- 0 0 4.1 1 1 1 Oct =00 "� I " p� I I 0m I J I -I RIDGE i I I L� 1 1 L RIDGE L V) ui I N V) U I I N U I o Q m I I o Q - o D- 4--40 IC 71 ( I p NII L3( ) 2 x 4FRA E I N o 1�_ m I I 0 I I 1 I I o V) "i_ 1 I I S4. I I "L o Ln I I o V) II ID I I xI x x I X I o� I 1 0� IC � B I I m w I m I © I .I 1 RD � W18x35 1 W21x4 I 1L211x50 W•FR• I �QO� W21x44 W18x35 I W18x35 W18x35 I I --------- --------- - --- -I -- -- ---- - -- L6(V)x4x3/ - - - - - 1 (0 i 11 1 11 I I w l MAINTAIN TEMPORARY COLUMN BRAOINIG UNTIL COLD 1 I ��\� 8 -9 3 6 I 1 MAINTAIN TEMPORARY COLUMN BRACING UNTIL COLD z; I 1 FORMED STEEL RO F TRUSSES ARE IN �`CE AND CONNECTED. I I �)� 6 1 1 1 I FORMED STEEL ROOF TRUSSES ARE IN PLIACE AND CONNECTED. u 1 54.1 TYPICAL ALL COLUMNS WITHIN TRUSSE'D FRAMED AREAS I 5� 7 S4.1 1 1 S4.1 I TYPICAL ALL COLUMNS WITHIN TRUSSED! FRAMED AREAS Q 211-711 91-51' 21-11 6'-2" Q05 S4.1 32'-711 26'-10" 3'-9" 23'-11' 1 26'-911 1 26'-111 1 1 I 12 14 15 18 20 21 23 25 26 30 (33 ROOF FRAMING PLAN - SOUTH 1/811 = 11-011 11R7�/' I �IV,U`. J_ 4Lt-\JJrtVU .,JFV, REFERENCE STRUCTURAL DRAWING S2 27'-411 I I 34 REVISIONS CONFORMED SET MARCH 22, 2019 J IA I E PRvir-LL, I NCI. 132-0088 N Phase 1 of 4 J I RARD AND OMPANY I_LP N STRUCTURAL ENGINEERS T 10 WATERCHASE DRIVE m MATCH LINE ROCKY HILL. CT 06067 00 (860)563-3820 W X ,��f9uueufpye - S,,SfffdRt!•.y.r Y MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOF FRAMING PLAN - SOUTH Z DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S2.3 REVISIONS CONFORMED SET MARCH 22, 2019 rn N J� C15x33.9 d T C15x33.9 I N C15x33.9 .--I C15x33.9 N C16x33.9 I T C15x33.9 IT co m I m cc m � m cc I co of co� Of I I z z z z z z z co m I m 00 kD m I m co ILD N N N N N x x X X X X X 19 �0 STEEL GIRDER TRUSS GT-1 v' l0 I I I I I lI) l0 li) I I i I 1,D _ v o N x ul (0 I N x cD N x (O N x (o ( N x (D X Ln U 3; I ( U I I I I I I � I ( I STEEL GIRDER TRUSS GT- 1 I I I I I I (D (D C (D I 1 I ( LID �- 0» lD I ry)N N N N (V T x x tD I x (o x (o x (o I x t0 T x In ( LO u I I U WT 9 x 25 C NTINUOUS Ny ti STEEL G7RDER1 TRUSS GT-1 I I m m co I co cc� I co elf I m m 1- H 1-- coco Q0 110 N N I W i W W W w I m Q0 N CO QO ("I X X i N X N X N X I X X (D l0 I I (D (D C15x33.9 C15x313.9 C15x33.9 C15x33.9 � C115x33.9 I emmmil- I C15x33.9 . k ROOF FRAMING PLAN - GYMNASIUM ROOF 1/81t=11-011 NI(;I-I RnnF FRANAI1\I(; PI AI\I NnTF'� - (;YNANIAr-,IIINA 1. TOP OF GYMNSIUM HIGH ROOF STEEL FRAMING (PERIMETER ROOF STEEL) ELEVATION = +25-4", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = +25'-4". TOP OF GYMNASIUM HIGH ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF CONCRETE SLAB ON GRADE ELEVATION = 0'-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 S4.013 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 S6.1 and S6.2 FOR MOMENT LATERAL FRAME ELEVATIONS. 7. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. g, INDICATES SPAN DIRECTION OF 1 1/2" WIDE RIB STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN AND PROJECT SPECIFICATIONS FOR GAGE AND ATTACHMENT REQUIREMENTS. © 1 1/2" DEEP, 16 GAGE, GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK 9. REFER TO STRUCTURAL DRAWING S6.3 FOR GYMNASIUM GIRDER TRUSSES AND BENT BEAM ELEVATIONS. ENTRY VESTIBULE ROOF - THRE NOTE: THREE DIMENSIONAL VIEWS OF THE BUILDING FOUNDATION AND/OR STRUCTURAL FRAMII' ARE PROVIDED FOR A VISUAL REPRESENTATION ONLY. REFER TO FULL SET OF CONTRACT D INCLUDING ALL PLANS, SECTIONS, ELEVATIONS, AND DETAILS FOR THE FULL EXTENT OF REC I i 1 CONTINUE PARAPET FOR �ENGTH OF WALL BELOW. CUT PITCH D ROOF DECK AROUND EXTENDED 'PARAPET 1 CONTINUOUS L4 x 4 x 1/4 I DECK EDGE SUPPORT ANG�E. 8 S4.8 MATCH (LINE I I V 1 W1 x 2 6 1/ (SIMIL.) ADD ALTERNATE No. 1- CLASSROOM ADDITION ROOF RAMING PART PLAN - SOUTH ALTERNATE 1/811 = 11-011 1L J 1✓ 6 10 11 ROOF FRAMING PLAN - VESTIBULE ROOF 1/8"=11-011 I-II(�N RnnF FRANAIN1(; PI ANI NInTFq - \/FgTIRIII F RnnF TOP OF LOBBY HIGH ROOF STEEL FRAMING (PERIMETER ROOF STEEL) ELEVATION = +15-9", TYPICAL UNLESS NOTED OTHERWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = +15-9". TOP OF LOBBY HIGH ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF CONCRETE SLAB ON GRADE ELEVATION = 0'-0". REFER TO ARCHITECTURAL AND SITE DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 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. REFER TO STRUCTURAL DRAWING S4.OA and S4.013 FOR TYPICAL FRAMING DETAILS AND SCHEDULES. 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. 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. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. INDICATES SPAN DIRECTION OF 1 1/2" WIDE RIB STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN AND PROJECT SPECIFICATIONS FOR GAGE AND ATTACHMENT REQUIREMENTS. © 1 1/2" DEEP, 16 GAGE, GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK RnnF FRANAINIG PI ANI NnTF(; 1. TOP OF LOW ROOF STEEL FRAMING (BOTTOM OF STEEL ROOF DECK) ELEVATION = +14'-0", TYPICAL UNLESS NO I EU U I HEKWISE THUSLY (+/-) FROM TOP OF STEEL ELEVATION = +14'-0". TOP OF LOW ROOF STEEL ELEVATION IS REFERENCED FROM TOP OF CONCRETE SLAB ON GRADE ELEVATION = 0'-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.OA 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 S6.3 FOR COLD FORMED TRUSS ELEVATIONS, TYPICAL DETAILS, AND GENERAL NOTES. 7. REFER TO STRUCTURAL DRAWING S6.1 and S6.2 FOR MOMENT AND BRACED FRAME, BrFr, LATERAL FRAME ELEVATIONS. 8. REFER TO STRUCTURAL DRAWING SO.1 FOR PROJECT GENERAL NOTES, FRAMING LEGENDS, ABBREVIATION LIST, AND DESIGN DATA. 9. INDICATES SPAN DIRECTION OF 1 1/2" WIDE RIB STEEL ROOF DECK. REFER TO STRUCTURAL FRAMING PLAN AND PROJECT SPECIFICATIONS FOR GAGE AND ATTACHMENT REQUIREMENTS. 1 1/2" DEEP, 18 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK © 1 1/2" DEEP, 20 GAGE, GALVANIZED WIDE RIB STEEL ROOF DECK 10. 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 8/S4.OB AND 11/S4.0B FOR ADDITIONAL INFORMATION. KEY PLAN N.T.S. MAIN ENTRANCE PROJECT NORTH SECONDARY " ENTRANCE CO YARD - - - - - BUILDINGS' PLAYGROUND RETAINING WALL AL L TA TC mm^ ICl-T K1r% J I /i 1 C r-rCVJCI, 1 IV V. 132-0088 N Phase 1 of 4 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 HIGH ROOF FRAMING PLANS and ROOF FRAMING PART PLAN SOUTH - ADD ALTERNATE DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects No. 1 DWG. NO. S2*4 21 1 1 BOLT BLOCKING TO CONTINUOUS STEEL ANGLE WITH 1/2" DIA. CARRIAGE BOLT SPACED @ 48"o.c. CONTINUOUS DECK FINISH STRIP PR(1\/IIIF 2/R" TI II�K �L�CI IRF PI 4TF V VIVL JAR QIPP WELDED TO TOP OF HSS POST. REFER TO FRAMING PLANS FOR SIZE AND LOCATION ' I 12 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE 7 RIB STEEL ROOF DECK. REFER TO PROJECT / SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. / WELDED CLIP ANGLE CONNECTION EACH SIDE I TO HSS TUBE STEEL POST BEAM and POST 1'-10" HSS 6x4x1/4 GALVANIZED POST CONTINUOUS DECK FINISH STRIP ' REFER TO FRAMING PLANS / FOR SIZE AND LOCATION / I C8 x 11.5 CHANNEL BRACE EACH POST LOCATION. ION. 1! I LCONTINUOUS L4(V) x 3 x 5/16 GALVANIZED. CLIP TO I� EACH RAFTER END. I I m HSS 4x4x1/4 GALVANIZED POST I REFER TO ARCHITECTURAL DRAWINGS FOR TYPICAL DETAIL AT ROOF PENETRATIONS. - �— 1/2" THICK GALVANIZED CAP CONNECTION WITH FOUR(4) 3/4" DIA. A325 BOLTS EACH TYPICAL EACH W10 BEAM POST SUPPORT. 1 1/2" DEEP 18 GAGE GALVANIZED STEEL ROOF DECK, REFER TO ROOF FRAMING PLANS FOR SPAN INFORMATION. POST 3 1/2" I 12"x6"x1" BASE PLATE BOLTED TO CAP PLATE BELOW WITH (4) 3/4" DIA. A325N BOLTS. I I I �12"x6" THERMAL INSULATION I PLATE AND WASHERS. I _ - ! l l Top of Roof Framin ELEV. = 14' - 0" I I I I I I l ill li l i i t ill Ili l ! ill I li l i 16 I ill I IlIl —L----tl-�J— cr> Top of Ro -� ELEV. _12 I I PROVIDE WELDED CLIP ANGLE CONNECTION EACH SIDE OF HSS TUBE STEEL POST BASE. BOLT TO BEAM WEB WITH TWO(2) 3/4" DIA. A325 BOLTS SECTION 2 BOLT BLOCKING TO CONTINUOUS STEEL ANGLE WITH 1/2" DIA. CARRIAGE BOLT SPACED @ 48"o.c. — REFER TO FRAMING PLANS FOR SIZE AND LOCATION / 12 / 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STEEL FRAMING. BEAM and POST i 1'-10" C8 RAFTER GALVANIZED. REFER TO CONTINUOUS DECK FINISH STRIA' , FRAMING PLANS FOR LOCATIONS. / 5/16" THICK BENT PLATE SEATED CONNECTION WITH TWO(2) 3/4 DIA. A325 BOLTS EACH RAFTER END CONNECTION. REFER TO FRAMING PLANS FOR SIZE AND LOCATION CONTINUOUS L4( ) x 3 x 5/16 GALVANIZED. CLI TO EACH RAFTER END. 1 1/2" DEEP 18 GAGE GALVANIZED STEEL ROOF nFCK RFFFR TO ROOF FRAMING SECTION 1 1" =1'-0" S2.5 PLAN 'B'NORTH ROOF SCREEN - THREEVVIEW MAINTAIN 1" CLEAR ABOVE TOP OF ROOF DECK 12 x6 x1 CAP PLATE BEAM and POST 2 6 10 I I 13'-3" I 2'-8" I I I ( I I B.9 -- _ _ - _ - - — - ------- - — �6F I L 3 x 114 PROVIDE 4 x 1/4 , THICK GALVANIZED `�W 10 x 2 2 BENT PLATE WELE ED TO TOP OF C 8 I kBRACE HIP TO RECEIVER OF DECK. X� x� D x LL x °�°00 Q �Q 00 Q x �ucf� cc00 m `^ � C8x11.5 - - 12x2 00 m I +� RAFTER8 5 I HSS 6 x 4 S.C. '1�1 x L 6 x 11.5 p `n ----- -c3�-- E X- -�` - - - — - — - - `� N I I U (0 Lu > I w „ CSx11.5 +�\� T/STL. + 3 -4 R 7—TER +� ~ I (0 QO Q i 8 x 11.5 o RAFTER I T/STL. + 7'-11" ,-) 8 x 11.5 1 N I o ry 0 1 RFTER N \,y10 i-n 52.5 I x u ---� RAFTER > C8x11.5 �L2 o J I C8x11.5 N ----- ----- I --� A£ -- - u I } Q C8x 5 I - ��,�� R FTER SCREEN ROOF DECK (S.R.D.) 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL OF DECK C 8 x 11.5 ALL S EEN STRUCTURAL STEEL FRAMING TO �E HOT \-I x R FTER N DIPPED LVANIZED COATING. 7 I o �, BRACE (BR.) N I C 8 x 11.5 HORIZ TAL BRACE. C8x11.5 RAFTER \ti(o w (^ > +l J o� N I R FTER ��+ C\Q o a C8x11.5 �`7 �`� N- u C8x11.5 _ G---- ----- -- - E- — - — - — - — - — - — - - I +� '\ 1 �+ Q C8x11.5 X RAFTER I N ti� x �\ +tx QO� r+ I t x11.5 (�� FTER x 11.5 L� 5 I i I I ------I------------I--� --- I I I I I 1 2 4 s i PLAN 'A' NORTH ROOF SCREEN - THREE V VIEW PART ROOF SCREEN FRAMING PLAN 'A' - NORTH 1/8" = 1'-0" 19A AA 73 1/2 - X 0 8112 1A` 9 \ 12A CA �,-11�" -/ PLAN 'C' NORTH ROOF SCREEN - THREE V VIEW IRARD 7A \ 2,-611 13 2 0 ,� �\ \ / AND OMPANY LLP S2 5 �Al NOTE: STRUCTURAL ENGINEERS 91 THREE DIMENSIONAL VIEWS OF THE BUILDING FOUNDATION AND/OR STRUCTURAL FRAMING ELEMENTS OF c7 i7 O 1 �` $ / ARE PROVIDED FOR A VISUAL REPRESENTATION ONLY. REFER TO FULL SET OF CONTRACT DOCUMENTS 4A 00,�0�0 ,� Q° f, �' s �` s s 1 `' �z/ \ `'� r? / ' INCLUDING ALL PLANS, SECTIONS, ELEVATIONS, AND DETAILS FOR THE FULL EXTENT OF REQUIRED WORK. 10 WATERCHASE DRIVE 3A ROCKY HILL. CT 06067 1 ��D\ / /Sl1('` \ ��4X22�n �,p \�� C�P�� S f \ `' / / (860)563-3820 G � cPN�\ u' / -1 � 1 .�� . /jam ,� 5 � \ \ OE�\�� CB S - /\ - � Nip •S� s 2 O -� \ �S• PN 0 � � � a `� Q , AA` 6Q`C� C)/ - C� N SN°° 2O GPC'S/ / �F�P� G Z mac' G8 G$ 5 /' �xSlti ` SG�O „OEEP / S 6 x til? icy CSPF�E S NS 0 N S(�v EO CpP g�W� S \ rn `� /�ti1 n \ C�EE PN\ti C� G � `v= � C -(E � � �` \ PO Q 00 G\�ON� �p, `\y � CS ` \\ \ / � - / ' \ (a\ pC-1 1 Ov, 21A 20A \ \ \ XA YA to 28 \ 29 gX \ C, s/v I CAy,1 F' -- --- - _ ffPROVIDE ``r SF �5 `� T/STL.+ '4" 4" x 1/4" THICK GALVANIZED BENT PLATEELDED TO TOP OF C 8 HIP TO RECEIVE ROOF DECK. -�\� BR CE 2 to1�QO�' C_8_x11.5S2.5 r, SCREEN ROOF DECK (S.R.D.) �,`� <�F� RAF ER N 1 1/2" DEEP 20 GAGE GALVANIZED WIDE RIB STEEL `� o N m (SIMILAR)rN N ROOF DECK x rq N o " C? ALL SCREEN STRUCTURAL STEEL FRAMING TO BE HOT C 8 11. DIPPED GALVANIZED COATING. T/STL. + G-4" i RAF ER T/STL. + 2'-4" BRA E _ \ (0 x 11.5 _c I S56X« �S( x C81.5 I �P I RAFTER I (SIMILAR) o Ln ----- -- ------------- --� I I I I I I I I I I I 31 32 34 PART ROOF SCREEN FRAMING PLAN 'C' - NORTH 1/8" = 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 S TAT E PROJECT NO. 132-0088 N Phase 1 of 4 b C-6 s50 \ 21A C) � Q sX� C) \ 1 RPC� a Q GA.1 \ 14A JA \ 6A \ 5A PART ROOF SCREEN FRAMING PLAN W - NORTH 1/8" = 1'-0" 3A MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOF FRAMING PLAN - NORTH - ROOF TOP EQUIPMENT SCREEN FRAMING DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S2*5 6" THICK MINIMUM NORMAL WEIGHT CONCRETE SLAB -ON GRADE. REFER TO PLAN FOR STRUCTURAL DRAWING S1.3 FOR LOCATION. REINFORCE WITH TWO(2) LAYERS OF 6x6-W2.1xW2.1 WELDED WIRE FABRIC PLACED AS SHOWN. 2" CLEAR PLUS OR MINUS TOP OF SLAB TO TOP OF RADIANTTUBING o XX o XX o XX o X o x o D op o D D o0 o D oo D D o0 o D DD o0 o D D o0 o D D D D D D a a a a a PLACE BOTTOM WELD D WIRE FABRIC REINFORCEMENT UNDERSLAB RIGID INSULATION. LAYER AT BOTTOM OF RADIANT HEAT TUBING. n" NAINIMI Inn TWIrV I AVFP nG 2/n" MINI IC rRi IC1-IFn PRnr'FCCGn CTnNF 1 AVFR nMFR 1F" UNDERSLABVAPOR BARRIER, REFER IVIIIVIIVIVIYI I I III,. LI, J/T I�II1., , , ER 0.ER 16 TO PROJECT SPECIFICATIONS AND MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR STRUCTURAL NOTES. OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. ALTERNATE BID No. 2 - RADIANT HEATED CONCRETE SLAB TYPICAL RADIANT HEATED SLAB -ON GRADE DETAIL 4 NOT TO SCALE 53.0 NOTES: 1. REFER TO "TYPICAL SLAB ON GRADE DETAILS 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 SPEC!FICAT IONS AND GEO T EC.HNICAL ENGINEER'S REPORT FOR UNDERSLAB SOIL PREPARA I InN REQUIRENIEN I S AND GUIDELINES. 4. DOWELS AT SLAB ON GRADE CONSTRUCTION JOINTS SHALL BE PROPERLY SECURED TO PREVENT MISALIGNMENT OR DISPLACEMENT DURRING FIRST CONCRETE PLACEMENT. BENT BARS AT CORNER, SIZE AND SPACING TO MATCH HORIZONTAL WALL REINFORCING. ADDITIONAL 4 # 4 ,� V-011 �• \/CDTIrAi TVDIrAI TVTVDI I!"Ai l V LI\ 1 Il.lY L, 1 I Il.r1L 1 1 1 1\.f'1L- TT�== BENT BARS AT CORNER, SIZE AND SPACING TO MATCH HORIZONTAL WALL REINFORCING. 11-011 tTVPI I( ADDITIONAL 4 # 4 VERTICAL, TYPICAL 1° TYPICAL WALL I I TYPICAL WALL N EXTERIOR CORNER REINFORCING, REFER TO REFER TO SCHEDULE REINFORCING, REFER TO FOUNDATION SECTIONS. FOR SPLICE LENGTH FOUNDATION SECTIONS. RE-ENTRANT CORNER TYPICAL FOUNDATION WALL CORNER REINFORCING NOT TO SCALE TYPICAL SAW -CUT ALONG FORMED JOINT 1" DEEP AND FILL WITH SEMI -RIGID JOINT FILLER �I GALVANIZED LIGHT GAGE METAL KEY I•' FORMED CONSTRUCTION JOINT FORM, REFER TO PROJECT SPECIFICATIONS. ALIGN DOWELS PARALLEL IN WELDED WIRE FABRIC FROM CUT HORIZONTAL AND VERTICAL PLANES SHEETS ONLY SET ON CHAIRS. IN ACCORDANCE WITH ACI-117 DISCONTINUE AT FORMED JOINT. \ I C7 N X X X X w N 1 - W UNDERSLAB VAPOR BARRIER, REFER 311 SMOOTH # 6 REINFORCING BAR x 14" LONG AT 12" o.c. 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 UI �- SAWCUT CONTRACTION JOINT SAW -CUT CONTRACTION JOINT 1/4 DEPTH OF SLAB. FILL WITH SEMIRIGID JOINT FILLER, REFER Tn DDnICrT CDCriCIr ATinf\IC II V � I\VJ LI.I JLt.il Il./"111VIVJ. I m = -XX X X Q a V) WELDED WIRE FABRIC FROM CUT SHEETS ONLY SET ON CHAIRS/ CONTINUE CONTINUOUS THROUGH CONTRACTION JOINT. TYPICAL SLAB CONTRACTION JOINT NOT TO SCALE 53.0 NOTES: 1. REFER TO FOUNDATION PLAN AND/OR PROJECT SPECIFICATIONS FOR JOINT SPACING, SAW -CUTTING, AND JOINT FILLING REQUIREMENTS. 2. REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICAL ENGINEER'S REPORT FOR UNDERSLAB SOIL PREPARATION REQUIREMENTS AND GUIDELINES. 3. DOWELS AT SLAB ON GRADE CONSTRUCTION JOINTS SHALL BE PROPERLY SECURED TO PREVENT MISALIGNMENT OR DISPLACEMENT DURRING FIRST CONCRETE PLACEMENT. n COLUMN DEPRESSION 12 UNLESS OTHERWISE NOTED y TOP OF WALL ELEVATION, REFER TO BASEPLATE 30 BAR FOUNDATION PLAN AND SECTIONS. TOP OF WALL DEPRESSIONS, +4" MIN DIA. REFER TO FOUNDATION PLAN I I I I 1 112" CLEAR I i 2 TOP OF WALL REINFORCING, REFER TO FOUIVDAI IOIV SEAC.IIOIVS. 2 # 4 x 2'-0" TYPICAL 2'-011 CONCRETE PIER AND REINFORCING, TYP. REFER TO PIER SCHEDULE. nIA(,nN IAA RAP Tn nnATCH TVPICAI OPENINGS FROM BOTTOM OF WALL REINFORCEMENT 12" MIN. 2 # 4 TYPICAL 1-0 TO 3 -0 30 BAR 30 BAR SQUARE ONLY. TOP BAR AT FOOTING STEP TO MATCH DIA. DIA. SIZE AND SPACING OF BOTTOM OF a I FOOTING REINFORCEMENT. 2" CLEAR 30 BAR FT' CLEAR DIA. BOT. OF FOOTING ELEV. = SEE PLAN BOTTOM OF WALL REINFORCING, COLUMN FOOTING, REFER TO FOOTING -7 REFER TO FOUNDATION SECTIONS. -� SCHEDULE FOR SIZE AND REINFORCING. -� TYPICAL FOUNDATION WALL ELEVATION NOT TO SCALE TYPICAL # 4 DIAGONALS x 4'-0" LONG SAW -CUT ALONG FORMED JOINT 1" DEEP REINFORCED CONCRETE SLAB ON AT CORNERS OF SLAB PENETRATION. AND FILL WITH SEMI -RIGID JOINT FILLER GRADE, REFER TO FOUNDATION UNDERSLAB VAPOR BARRIER AT NEW PLAN FOR TOP OF SLAB ELEVATION OPEN TYPICAL # 4 PERIMETER BARS EACH CONCRETE SLABS, REFER TO PROJECT SIDE OF SLAB PENETRATION. SPECIFICATIONS AND STRUCTURAL NOTES. x�x x x x x x x �-- REFER TO FOUNDATION PLAN FOR I DEPTH OF SLAB DEPRESSIONS. - - - SMOOTH # 6 REBAR x 14" LONG AT 12" o.c. gll 11-0t1 CENTERED ON JOINT, PROVIDE SLEEVE ONE SIDE OR GREASE TO FULLY RELEASE BOND. TYPICAL REINFORCING AT CONCRETE SLAB OPENINGS 10 TYPICAL DEPRESSED SLAB DETAIL 9 NOT TO SCALE S3.0 NOT TO SCALE S3.0 IV V I CJ. 1. PROVIDE THE REINFORCING INDICATED AROUND ALL SLAB OPENINGS GREATER THAN 18" x 18". NOTES: 2. REFER TO TYPICAL STEEL PENETRATION SUPPORT FRAME DETAIL FOR UNDERSLAB SUPPORT 1. REFER TO FOUNDATION PLAN FOR LOCATION AND DEPTH OF DEPRESSED SLABS. COORDINATE THE FULL REQUIREMENTS AT ALL COMPOSITE AND FRAMED CONCRETE SLAB LOCATIONS. EXTENT OF WORK WITH THE ARCHITECTURAL DRAWINGS. 3. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL CONCRETE SLAB PENETRATIONS WITH THE FULL SET OF CONTRACT DOCUMENTS AND COORDINATION DRAWINGS INCLUDING ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS. SCURRY EXISTING SLAB OR ROUGH BROOM FINISH NEW SLAB SURFACE UNDER LOCKER BASE. 811 # 3 HOOP TIES 5"1 15" AT 24" ox. SET ENDS IN DRILLED HOLES WITH EPDXY ADHESIVE 2 1/2" MIN. EMBEDMENT. - SCURRY EXISTING SLAB C BROOM FINISH NEW SLA 4" THICK CONCRETE LOCKER BASE UNDER HOUSEKEEPING F REINFORCED WITH 2 # 4 CONTINUOUS. 1011 CONCRETE SLAB ON GRADE, REFER TO FOUNDATION # 3 HOOP TIES 5"l15' PLANS FOR THICKNESS AND REINFORCING. MAINTAIN EACH WAY. SET ENDS IN FULL SLAB THICKNESS UNDER LOCKER BASE HOLES WITH EPDXY ADH 2 1/2" MIN. EMBEDMEN- - �- 3/4" CONTINUOUS 111 CLEAR, TYP. 1 2 I NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR FULL EXTENT OF LOCKER LOCATIONS. TYPICAL CONCRETE LOCKER BASE DETAIL 14 NOT TO SCALE S3.0 0 0 N N 0 N z U 0 A z d 6x6-W1.4xW1.4 WELDED WIRE FABRIC FROM CUT SHEETS ONLY. NEW REINFORCED CONCRETE SLAB. MATCH EXISTING SLAB THICKNESS AND FINISH ELEVATION. 3" I- rFOOTING 1'-02'4' MAXIMUM STEP BENT BARS TO MATCH 41_nll NAI";IMIUNA BOTTOM REINFORCEMENT SIZE AND SPACING. # 3 DOWELS x V-0" LONG AT 16" o.c. SET IN DRILLED HOLES AT ALL SIDES. SAW CUT EXISTING SLAB EXISTING CONCRETE SLAB TO REMAIN x x x x�-x 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 �s NOT TO SCALE \S3.0 Fn non r" CONCRETE PAD REINFORCED AT 12" o.c. EACH WAY, TOP. CHAMFER ALL AROUND CONCRETE SLAB, REFER TO FOUNDATION PLAN FOR THICKNESS AND REINFORCING. MAINTAIN 1 CLEAR THICKNESS UNDER HOUSEKEEPING PAD. UNDERSLAB VAPOR BARRIER AT U U v U U U NEW CONCRETE SLABS, REFER TO PROJECT SPECIFICATIONS AND -------------------------------- STRUCTURAL NOTES. TYPICAL HOUSEKEEPING PAD DETAIL rl3 NOT TO SCALE NOTES: 1. THE CONTRACTOR SHALL COORDINATE DIMENSIONS NOTED AS "A" WITH SIZE OF MECHANICAL EQUIPMENT SUPPLIED. 2. REFER TO MECHANICAL DRAWINGS FOR THE ANCHORAGE OF MECHANICAL EQUIPMENT TO THE HOUSEKEEPING PAD. INTERIOR MASONRY WALL, REFER TO ARCHITECTURAL DRAWINGS FOR THICKNESS AND LOCATION. REFER TO SCHEDULE FOR REINFORCING. 2 # 5 BARS CONTINUOUS IN SLAB HAUNCH. ---'-TOM BARS IN VALL, REFER TO N SECTIONS. TYPICAL FOOTING REINFORCING, STOP I SIDE OF PENETRATI01. FOOTING PIPE PENETRATION OTING BENT BARS TO MATCH SIZE AND TYPICAL BOTTOM BARS IN SPACING OF TYPICAL CONCRETE CONCRETE WALL, REFER TO WALL BOTTOM BARS. FOUNDATION SECTIONS. - OO BAR DIA, 6" CLEARTYPICAL ) BAR DI, TYPICAL CONTINUE FOOTING AND REINFORCEMENT BENEATH CLR. CLR. TYPICAL FOOTING REINFORCING, STOP EACH PENETRATION IF BOTTOM OF PIPE IS 4" OR MORE ABOVE TOP OF FOOTING. SIDE OF PENETRATION. WALL PIPE PENETRATION TYPICAL FOUNDATION PIPE PENETRATION DETAILS NOT TO SCALE WRAP FORMED JOINT WITH 1/4" Y THICK PREMOLDED JOINT FILLER PRIOR TO PLACING CONCRETE AROUND COLUMN. FINISH JOINT WITH SEMI -RIGID JOINT FILLER. SAWCUT SLAB CONTRACTION JOINTS FILLED WITH SEMI -RIGID JOINT FILLER. REFER TO PROJECT SPECIFICATIONS. TYPICAL WALL REINFORCING,, REFER TO FOUNDATION SECTIONS. INTERIOR FACE OF FOUNDATION WALL. --\ • • l"'nr rrII\II In] IC %A/ATCDCTf"M DEEED �Qrr:[:Q Tn CrWF:nl 11 L 1.�_JIV IIVVIJVJ VV/'11Lr1JIVr, I\LFLll LI%LI 1_11 I V JVI ILV VLL TO PROJECT SPECIFICATIONS. FOR SPLICE LENGTH FOUNDATION WALL - PLAN TYPICAL FOOTING REINFORCING, �Ktrtrc i u �uhtuuLt� REFER TO FOUNDATION SECTIONS. FOR SPLICE LENGTH CONTINUOUS FOOTING - ELEVATION CONTINUOUS VERTICAL 2x FORMED KEYED JOINT. TW KEY 8" 2x4 10" 2x4 I 12 2x4 i 14" I 2x6 { 1611+ 2x8 CONTINUOUS 2x4 FORMED HORIZONTAL KEYEDJOINT BOTTOM OF FOOTING REVISIONS CONFORMED SET MARCH 22, 2019 0 1 M I rC rmu Mfl 1 114U . 132-0088 N Phase 1 of 4 TYPICAL FOUNDATION CONSTRUCTION JOINTS �^ ' NOT TO SCALE NOTES: �� O 1. FOUNDATION WALL AND FOOTING CONSTRUCTION JOINTS SHALL BE LOCATED AT 60'-0" ox. O �PFrIFICATIn�iC i //YINAIA PFFFP Tn PRInIFCTN 2 S3.0 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 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. x x x 0 � 1 TYPICAL INTERIOR MASONRY WALL BASE AT HAUNCHED SLAB /-16 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. NOT TO SCALE NOTES: 1. PROVIDE EITHER DIAMOND OR CIRCULAR COLUMN CONTROL JOINT PATTERN AT CONTRACTORS OPTION. 10" THICK CONCRETE SLAB z'-o" # 4 @ 12"o.c. EPDXY COATED 1 CONTINUOUS CHAMFER DOWELS AROUND PAD PERIMETER. AROUND PAD PERIMETER # 4 @ 12"o.c. EPDXY COATED REINFORCEMENT EACH WAY # 5 @ 10"o.c. EPDXY COATED REINFORCEMENT EACH WAY BOTTOM �DDQOD np°p DD�Dopa�p DD�Dosa�p o 8" MINIMUM 3/4" PROCESSED STONE ON COMPACTED STRUCTURAL FILL MATERIAL ON EXCAVATED BASE. 2 # 5 CONTINUOUS TYPICAL GENERATOR CONCRETE PAD DETAIL 12 NOT TO SCALE S3.0 W6-1 O ` �a SAWCUT SLAB CONTRACTION JOINTS o FILLED WITH SEMI -RIGID JOINT FILLER. t� REFER TO PROJECT SPECIFICATIONS. A O 30" DIA. FORMED JOINT AROUND COLUMN. PLACE CONCRETE IN FORMED VOID AFTER v MAIN SLAB IS PLACED AND BUILDING DEAD r LOADS HAVE BEEN APPLIED. �--1 7 S3.0 I 3/4" CONTINUOUS CHAMFER, TYPICAL. 5" THICK CONCRETE SLAB REINFORCED WITH FINISH GRADE, REFEIR 6x6-W2.1xW2.1 WELDED WIRE FABRIC. TO SITE PLAN REFER TO GEOTECHNICAL REPORT FOR UNDERSLAB SOIL PREPARATION REQUIREMENTS. 2#5TOP AND / 8" 4" BOTTOM, CONTINUOUS �/ TYPICAL EXTERIOR CONCRETE PAD DETAIL 11 NOT TO SCALE S3.0 NOTES: 1. REFER TO SITE PLAN AND MECHANICAL DRAWINGS FOR PAD SIZE, QUANTITY, AND LOCATIONS. 11" 8"x16"x12" DEEP CMU GROUTED SOLID. PROVIDE AT EACH CORNER OF SUMP I I I O O I RADON VENT PIPE IN PLACE O PRIOR TO SLAB POUR. I I I I I I q + _ 6" CONCRETE SLAB REINFORCED WITH I # 5 @ 8" ox. EACII WAY BOTTOM I O I I I I E10( O I PLAN DETAIL VOID SPACE UNDER SLAB 3/4" PLYWOOD FORM - fill, fill �. ► " �/It �,�� •Ise..•/.��; �� • �y!J / RADON VENT PIPE IN PLACE PRIOR TO SLAB POUR. CONCRETE SLAB SEE FOUNDATION PLAN REINFORCING SEE PLAN ABOVE TENSION LAP SPLICE SCHEDULE BAR SIZE DEVELOPMENT LENGTH SPLICE LENGTH HORIZ. ALL HORIZ. ALL BOTTOM BARS OTHERS BOTTOM BARS OTHERS # 3 1711 2211 2211 2811 # 4 2211 29" 29" 3711 # 5 2811 3611 3511 4711 # 6 3311 431' 4311 5611 # 7 48" 6311 6311 8111 # 8 5511 7211 72" 9311 # 9 6211 81" 8111 105" # 10 7011 9111 9111 118" # 11 78" 101" 101" 131" NOTES 1. "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 IRARD AND OMPANY 1p 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 TYPICAL CONCRETE DETAILS DATE 11 /2/2018 COPYRIGHT (C) Moser Pilon Nelson Architects DWG. NO. S390 0 0 (V 0 ro E z U (D z a- 1 4'-011 811 611 I 1'-0,1 CJ 1" THICK HIGH DENSITY INSULATION AND SEALANT CONTINUOUS AROUND THREE SIDES 1 REFER TO SITE/CIVIL DRAWINGS FOR I OF SLAB EDGE AND BOTTOM. --_ SITE PAVEMENT THIS AREA. I #4'U' SHAPED REBAR EACH F 4" THICK CONCRETE SLAB -ON GRADE I THRESHOLD TYPICAL L- z'-6' !I 1 1" THICK HIGH DENSITY INSULATION REINFORCED WITH 6 x 6 W2.1 x W2.1 !! EPDXY COATED WELDED WIRE FABRIC. # 4 CONTINUOUS. EXTEND 24" i I AND SEALANT CONTINUOUS SURFACE FINISH TO MATCH SIDEWALK. BEYOND OPENING EACH SIDE. _ - . GRADE -� aFGFa Tn c,ITF/(-IVII DRAWINGS I 5" THICK CONCRETE SLAB -ON GRADE REINFORCED 5" THICK CONCRETE SLAB -ON GKAUt KtllvruKc to ••E• " - - - - # 4 @ 10 o.c. EPDXY COATED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. DOWELS WITH 2 # 3 TIES. I WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. FOR SITE PAVEMENT AREA. I PITCH DOWN 1/4" PER FOOT - 00 _ Top of Concrete Slab on Grade Top of Concrete Slab on Grade _ -00 1 _ _ LEV.=O'-0" x x x x x x x x E ELEV. 0 � � I _ _ _ 0 0 0 a DoD DDoep T.SHELF ELEV. a aDD nD °DD°DD D�D� D� Ooo oOoo aD°o Q°pD oDD° DQ°DDaDD REFERTO FOUNDATION P N ° oD pD ° DD 2# 4 CONTINUOUFOPAND - D Q aQD D 4 D ° / ,I . I pQQDo°QD�pOD D 0 D 51 D o 0 ooeD aeDD o BOTTOM. DOWEL RETURN # 3 PLAIN BAR TIE ° ban1, o „ 1/2' o o g 0 ENDS INTO FOUNDATION SET AT EACH DOWEL J o¢a o f4m' VAPUR Rt IARUtIt # 4 @ 18 c�.c. VERTICAL wVAPOR RETARDERWALLTYPICAL._goo Oo° „ °'°REFER TO SECTION 1/S3.1 MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED STONE # 4 @ 14 o.c. HORIZONTAL EACH FACE 1 (cc D N FOR WALL AND FOOTING MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL I ! 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED STONE LAYER OVER 16 # 5 @ 18"o.c. VERTICAL DOWELS , z v=i REINFORCEMENT I - MATERIAL ON NATURAL SOILS OR OVER 3/8" CRUSHED STONE WHERE 1 LAYER OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT 2 x 4 CONTINUOUS FOOTING FORMED KEY MATERIAL ON NATURAL SOILS OR OVER 3/8" CRUSHED STONE WHERE z 1 2 # 5 TOP &BOTTOM CONTINUOUS i WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S 11 ° D n ° DD°epD d D I _ DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. m O D pDD °DQ eD ea D d a0 2 x 4 CONTINUOUS REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. w Q °De ° ° D ° D FOOTING FORMED KEY REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 3 # 4 CONTINUOUS IN m CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH FOUNDATION WALL FOOTING REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH 8" - 1 CONTROLLED FILL CUNFORMING T O GRADA1 fOiv H,)IVU I r-u Iw -J+ -- - 3- " CLEAR GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL C?I 3" CLEAR CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN IENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. -1 o o GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL r, 0 0 Q o ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR REFER TO STRUCTURAL DRAWING S1.2 0 o0U goo REFER TO STRUCTURAL DRAWING o 00 goo ° S1.2 and 51.3 FOR BOTTOM OF aDD Do `D peDD qDD Do oDpeD DDaDDe FOUNDATIONS AND CONCRETE SLAB -ON GRADE. and 51.3 FOR BOTTOM OF FOOTING D DD Do oD peDD DD Do °ADD°eD DDaDDn DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR Q apeD ° Q eD DQ Q appD°D Q eD eD p 4° D FOUNDATIONS AND CONCRETE SLAB -ON GRADE. Q QpeD ° Q pD DQ Q °DeD°D eD ao °D ELEVATIONS. TYPICAL. FOOTING ELEVATIONS. TYPICAL. Q D D D o a D DQ11 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 3" CLEAR 1 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 3" CLEAR i OVER NATURAL INORGANIC SOILS OF COMPACTED ^ �STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S 6" 1'-2" 61I OVER NATURAL INORGANIC SOILS OR COMPACTED b'' i'-2" I e REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOR FOOTING EXCAVATION REQUIREMENTS. 2' 2" REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNiCAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. 2'-211 SECTIOI`I �22 SECTION 3 �31 3/411 = 1'-011 S3.1 3/411 = 1'-0" i REFER TO "COLUMN SCHEDULE" STRUCTURAL DRAWING I, T, S5.1 and S5.2FOR COLUMN SIZE AND PLANS FOR LOCATION. il/'•V LJIr'LJ n°n1c1TV inlcl II ATInn1 onln 4'-n„ 8111, 611 1'-n11 1 l rlll [\ r,il3F] ULIv.71 i 1 IIVJVv i 1- 11 - 1 1 1 SEALANT CONTINUOUS AROUND THREE SIDES OF SLAB EDGE AND BOTTOM. 1 2" THICK DRY -PACK HIGH STRENGTH NON -SHRINK GROUT REFER TO SITE/CIVIL DRAWINGS FOR SIDEWALK AND DOWEL PINS IF REQUIRED. �-- #4'U' SHAPED REBAR EACH F THRESHOLD TYPICAL L- ANCHOR RODS TO BE TIED IN PLACE PRIOR TO CONCRETE 4 THICK CONCRETE SLAB -ON GRADE T-6° REINFORCED WITH 6 x 6 W2.1 x W2.1 I I v PLACEMENT. NO WET SETTING OF BOLTS ALLOWED. REFER TO EPDXY COATED WELDED WIRE FABRIC. I #4 CONTINUOUS. EXTEND 24" 1 COLUMN SCHEDULE FOR ANCHOR BOLT SIZE AND QUANTITY. SURFACE FINISH TO MATCH SIDEWALK. BEYOND OPENING EACH SIDE. REFER TO COLUMN BASE DETAILS,STRUCTURAL DRAWING S5.3 THRU S5.5 FOR i COLUMN POCKET. CONCRETE FILL WITH SAME CONCRETE AS # 4 @ 10"o.c. EPDXY COATED 5" THICK CONCRETE SLAB -ON GRADE REINFORCED BASE PLATE AND ANCHOR BOLT LAYOUT SLAB -ON GRADE AFTER ALL STRUCTURE DEAD LOAD IS IN PLACE. DOWELS WITH 2 # 3 TIES. WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. PITCH DOWN 1/4" PER�FOOT I 1 Top of Concrete Slab on Grade Top of Concrete Slab on� rade - - - _ - _ - _ -ELEV. = 0 - 0 xxx__ _ - _ --ELEV. = 0' - 0" -- _% x x x d --=---= 0 0 __ _ nD a 4 ° D ao 44Da a a a4daoao odw� -- o O - a DD D D D DD a ado aDaD dwv0 dDddd a °aw°°DdadDae g Q Q� Q D e e D 0 a 0 vd Do a s o OoeODgd D 2 # 4 CONTINUOUS TOP AND00 o g� ° - oc�' o odODo # 3 PLAIN BAR TIE DQ QDQ DDQ °o D ° BOTTOM. DOWEL RETURN o Do e D an D D o oQ� SET AT EACH DOWEL Oo O VAPOR RETARDER REINFORCED CONCRETE PIER CENTERED O o0U ENDS INTO FOUNDATION ° o o ON COLUMN GRID LINES, REFER TO "PIER WALLTYPICAL. REFER TO SECTION 1/S3.1 Oo 0 SCHEDULE" FOR SIZE AND REINFORCING, FOR WALL AND FOOTING 6° 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED N STRUCTURAL DRAWING S1.1. REINFORCEMENT o PROCESSED STONE LAYER OVER 16" MINIMUM LAYER OF ., n rnntTIntl Ifll Ic COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL PIER TIE REINFORCEMENT, REFER TO 01 G h `t I.V Iv ,,ivvvv., SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE "PIER SCHEDULE" FOR TIE SIZE AND d a D FOOTING FORMED KEYXDD aDD °D DD DOD 00 OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT SPACING, STRUCTURAL DRAWING S1.1. D a Q aDeD e Q eD e° D D d d0 DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 3" CLEAR ° o 8 0 0 0 °0 3 CLEA 0 REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH o° o ? REFER TO STRUCTURAL DRAWING QQ O o CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH REFER TO STRUCTURAL DRAWING o0U goo o aDD a °apO oa°V°a v 1k, S1.2 and 51.3 FOR BOTTOM OF DD° D Doe n D e CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 51.2 and 51.3 FOR BOTTOM OF FOOTING ELEVATIONS. TYPICAL. D pp QD4 Q DD D4D4 QDeD D LAA,D D Q aDDe GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL FOOTING ELEVATIONS. TYPICAL. o °d'�o0Va4o 0 ap°Ovoa Q aDeD e 4 a ° n as D D QD ° °D ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. o 9,C og 0 ° O O Oo ° vC DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR 11 FOUNDATIONS AND CONCRETE SLAB -ON GRADE. DOWEL ALL PIER VERTICAL REINFORCEMENT INTO CONCRETE FOOTINGS. TYPICAL. 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL SOILSINORGANIC G 0 ECH ICAL ENGINEER'S FILL. ER'S REPORT DATED APRIL19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. 1 iYp"hp o4Deo0 a°`da��ao° 0 0 pa�p0oa appaop0oa appa�o W pp o0 oa app aQo� e o Q a4 vq oa0 vo aa0 v a0 v a0 1" THICK HIGH DENSITY INSULATION 1 AND SEALANT CONTINUOUS "THICK CONCRETE SLAB -ON GRADE REINFORCED 5 APPROXIMATE FINISH GRADE I WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. I- I - 1 To_ of Concrete Slab on Grade - - - - - - - ELEV. x x x x x x x x T.SHELFELEV. I °DD°DD DeDeDD�4 REFER TO FOUNDATION PLAN o�D Q°�DQ aDD°°�DD D44�aQD # 4 @ 18"o.c. VERTICAL Do Do D aeD og �0 WT # 5 @ 18"o.c. VERTICAL DOWELS -� I goo °gOo ° goo VAPOR RETARDER Lu o # 4 @ 14"o.c. HORIZONTAL EACH FACE 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED STONE 2" CLEAR LAYER OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL C7 MATERIAL ON NATURAL SOILS OR OVER 3/8" CRUSHED STONE WHERE z� 2 x 4 CONTINUOUS FOOTING FORMED KEY i WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT z DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FE 2 # 5 TOP & BOTTOM CONTINUOUS rn O 3 # 4 CONTINUOUS IN REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH m FOUNDATION WALL FOOTING i CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH I I CnnITRni I ED FILL CONFORMING TO GRADATION AS NOTED IN i GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL 0 3" CLEAR ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 0 o DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR REFER TO STRUCTURAL DRAWING 51.2 O o0U Oo o FOUNDATIONS AND CONCRETE SLAB -ON GRADE. and S1.3 FOR BOTTOM OF FOOTING DD Do �D °ep aDD Do peD D�DD� Q apeD Q Q p D DQ 4 °psD°D � D eD p a o aD ELEVATIONS. TYPICAL. - 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OR COMPACTED 3" CLEAR 6" 1'-211 1 6" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S KEPUK I DA'I tD APRIL 19, 2V18 BY VVGLI I GEOTECHNICAL, P.C. 21-211 FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 1� 3/411 �- REFER TO "COLUMN SCHEDULE" STRUCTURAL DRAWING I 1 S5.1 and S5.2 FOR COLUMN SIZE AND PLANS FOR LOCATION. 1 CONTRACTOR NOTE: 2" THICK DRY -PACK HIGH STRENGTH NON -SHRINK GROUT I I BEND DOWN DISCONTINUOUS FOUNDATION WALL HORIZONTAL REINFORCEMENT AT POCKET EACH I 1 I R TO SIDE. EXTEND 1-O BELOW BOTTOM OF POCKET I I IfPI (-FMR NOT -NO WET SETTING OF BOLTDS TO BE TIED IN PLACE OS ALLOWED. CONCRETE TO COLUMN SCHEDULE FOR ANCHOR BOLT SIZE AND QUANTITY. REFER TO COLUMN BASE DETAILS, 11 - 5 1/2 I I I STRUCTURAL DRAWING S5.3 THRU S5.5 FOR I 1 BASE PLATE AND ANCHOR BOLT LAYOUT I I COLUMN POCKET. CONCRETE FILL WITH SAME CONCRETE AS SLAB -ON GRADE AFTER ALL STRUCTURE DEAD LOAD IS IN PLACE. APPROXIMATE FINISH GRADE I I -Zjb Top of Concrete Slab on Grade x Y ELEV. = U- 0" I x x x x x x x x I -•------._----=1, I I � I I Q,�� D aQ � �_�Dae D a� �a�DDOA D }. IILLuD Q D�veD eDD°wD vpD �DpaV x- p REINFORCED CONCRETE PIER CENTERED ON COLUMN GRID LINES, REFER TO "PIER a D°D o o Oo 0 SCHEDULE" FOR SIZE AND REINFORCING, i -1�- STRUCTURAL DRAWING S1.1. I I INSIDE FACE OF CONCRETE FOUNDATION WALL BEYOND. -1 CONTINUOUS HORIZONTAL FOUNDATION WALL PIER TIE REINFORCEMENT, REFER TO REINFORCEMENT, TYPICAL. "PIER SCHEDULE" FOR TIE SIZE AND SPACING, STRUCTURAL DRAWING 51.1. i � DOWEL ALL PIER VERTICAL REINFORCEMENT INTO CONCRETE FOOTINGS. TYPICAL. CONTINUE FOUNDATION WALL FORMED I 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE KEY THROUGH CONCRETE PIER BASE. - - - OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S 3" CLEAR 1 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. REFER TO STRUCTURAL DRAWING S1.2 and S1.3 FOR BOTTOM OF FOOTINGaDaa�a°aoo°aDaD°Daa°aoo�°,a°°Qa°vo�ao°a°oa°v �q o00vavov�o4a�vapP0 0 0 ELEVATIONS. TYPICAL. 0 daoo0 ovo a40 ova �pa4°0 ovDa�paO°OvovD`�paO�OvovDa'�pa4 OvovDaQ a0 vwDa �a0 °a'� REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 600 yGuo U, ooD D �o 09 0 0 0 0 9 n� o QQ0 0 0 0 goo0 Ooo Oo0 g000100° ooOU Ooo Oo0 3 CLEAR 3" CLEAR ALL AROUND 6" 1' 2" 611 3" CLEAR ALL AROUND 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE I HA HU OVER NATURAL INORGANIC SOILS OF COMPACTED AND 2'-2" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REFER TO "FOOTING SCHEDULE" STRUCTURAL DRAWING REFER TO "FOOTING SCHEDULE" 44 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. S1.1 FOR FOOTING SIZE AND REINFORCEMENT STRUCTURAL DRAWING S"L.1 FOR OMPLLP ANY FOR FOOTING EXCAVATION REQUIREMENTS. S FOOTING SIZE AND REINFORCEMENT STRUCTURAL ENGINEERS 6 SECTION 5 SECT„ 10 N S 4 SECTION 10 WATERCHASE DRIVE S3.1 3/4 - 1-0 � ROCKY HILL, CT 06067 3/4" = 1'-011 S3.1 3/4"-1'-011 (860)563-3820 i u 2 # 4 CONTINUOUS TOP AND BOTOM. BEND DOWN TOP BARS EACH SIDE OF CONTINUOUS PRE -MOLDED JOINT FILLER AND WALL RECESS AND ADD BARS AS SHOWN BELOW THRESHOLD. SEALANT. TYPICAL. CONTINUE VAPOR RETARDER 5" THICK CONCRETE SLAB -ON GRADE REINFORCED OVER RECESSED WALL WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. Top of Concrete Slab on Grade 1\ ELEV. = 0' - 0" x x x x x x x x x x x x DQ QO a DD 44Qpd�Q�Dp 4 D QQaD DDD °o ° 'LN �°o ° ° laJae� adoo Ooo a I. . D a 0 ooeD �eDD o 0 Oo # 4 @ 14"o.c. I 0 o VAPOR RETARDER HORIZONTAL EACH FACE i gOo 0 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED 6)° PROCESSED STONE LAYER OVER 16" MINIMUM # 4 @ 12"o.c. VERTICAL DOWELS EACH LAYER OF COMPACTED STRUCTURAL FILL SOIL SIDE. STAGGER SPACING EACH SIDE. 0 MATERIAL ON NATURAL SOILS OR OVER 3/8" 2 x 4 CONTINUOUS CRUSHED STONE WHERE WET SUB -GRADE OCCURS. FOOTING FORMED KEY I REFER TO GEOTECHNICAL ENGINEER'S REPORT 3 # 4 CONTINUOUS IN I DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOUNDATION WALL FOOTING w o O J U ( REFER TO STRUCTURAL DRAWING - 0 8 0 gO D° Do S1.2 AND S1.3 FOR BOTTOM OF �Do 4 pp eoD D QaDDeD4po° DpD �DDnD FOOTING ELEVATIONS. TYPICAL. 4 QDeD Q D e° D 3 CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OF COMPACTED STRUCTURAL FILL. REFER TO 1' 811 GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 10 3/4" = 1'-011 S3.1 1'-1" 1-1 HSS TUBE STEEL FRAME FISS TUBE STEEL FRAME 11 1/211 1 1/2" HSS VERTICAL �- CONTINUOUS L6(V) x 4 x 3/8 WINDOW SUPPORT. VERTICAL MASONRY WALL REINFORCEMENT. REFER 3 1 2 FILLET WELD TO CONTINUOUS TUBE STEEL WITH 1/4" �wt"+,, TO "SCHEDULE OF DEFORMED BAR REINFORCING Q / 0� O NFCp� U N CONTINUOUS L6(V) x 4 x 3/8 WINDOW SUPPORT. FILLET WELDS 2" LONG SPACED @ 12" o.c. TOP AND ��`� G•• N. FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA II I��• J VA 1= 11 I BOTTOM OF HSS TUBE. FILLET WELD ALL AROUND FILLET WELD TO CONTINUOUS TUBE STEEL WITH 1/4 1/2 DIA. CARRIAGE FOR REINFORCEMENT. REBAR IS TO BE TIED IN PLACE TO HSS TUBE STEEL POST SUPPORTS EACH END �tt�'•.G > I 1� FILLET WELDS 2" LONG SPACED @ 12" o.c. TOP AND BOLTS SPACED @ 24"o.c. - �° 1 1 WITH REBAR POSITIONERS IN CENTER OF MASONRY N _ BOTTOM OF HSS TUBE. FILLET WELD ALL AROUND TO OF PARTITION. LOW = _ _ - r CONTINUOUS WINDOW HSS 5 x 3(V) x 5/16 `* UNIT CELLS FOR FULL HEIGHTHSS TUBE STEEL POST SUPPORTS EACH END. .i j TO BE USED. 1 NOTE: 1' nil TUBE STEEL FRAME SUPPORT. 5si i Q` LIFT GROUTING PROCEDURES C °••., ENS..• i 1 - SAMESIZE AND SPACING AS MASONRY WAL GROUT FILL SOLID FIRST MASONRY WALL COURSE i _ I CONTINUOUS WINDOW HSS 5 x 3(V) x 5/16 REFER TO ROOF FRAMING PLANS FOR WINDOW FRAME, W.FR., LOCATIONS. COLD -FORMED STEEL STUDS TO BE BUILT TIGHT SST�NA''�t�o�`e 11 1 EEL FRAME SUPPORT. 5 TUBE STPPORT _- T STEEL rlTUBES E VERTICAL REINFORCEMENT 4' 0 LONG � CONTINUOUS LENGTH OF MASONRY WALL. I TYPICAL. SET AND TIE IN PLACE PRIOR TO 1 � 1 �� - - � TO UNDERSIDE OF HSS 2 �11 i io i I CONTINUOUS PRE -MOLDED JOINT FILLER AND 1" THICK HIGH DENSITY INSULATION CONCRETE PLACEMENT. NO EXCEPTIONS REFER TO SITE/CIVIL DRAWINGS N I AND SEALANT CONTINUOUS # 3 PLAIN BAR TIE SET AT EACH 1 r 1 SEALANT. TYPICAL FOR SITE PAVEMENT THIS AREA VERTICAL MASONRY WALL DOWEL TUBE STEEL BEARING PLATE DETAIL I I EDGE OF HSS TUBE STEEL BEARING PLATE. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED r I { it 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WHERE PLAYGROUND IS LOCATED. I � WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 2 # 4 CONTINUOUS TOP AND BOTOM 111011 WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. I MOSER I � � r` Top of Concrete Slab on Grade _ _ _ _,I To of Concrete Slab on Grade x x x x x x x To of Concr to Slab on GradeL - - - ELEV. = 0' - 0" x ELEV. = 0' - 0" x x x x x x x x x x Y tLEV. = 0' - 0" x x x x x x x x PILON -- 1 i rap Da--- --. - ---00 ----- pD pp �p - - _ _ I - - -�- - - p -D - - - -- - - �; `-1D` � aDD e D °DD D De n D Q 5 1/2„ I - ° op Q°�D Q `Dp °�DD D D D Q oD o p ° DD „ Da4 QQD D NELSON DD4- D �D ap�DD 0 i QQaDD Q D° DD D ao 0 00, Q o I p4Q 0.4, p° p D D Q D a p D D�°D q 20 p 0 o a a do a e °o o • oD e D ae D D ° o DRILL IN 2-1/2" DIA. HILT[ KWIK BOLT 1 D D� D� °�°D oq �o # 4 @ 18 o.c. VERTICAL 1/2' o o D ae D D o N # 3 CONTINUOUS o 00 0 0 ° 0 1 ° 0 0° og0 ° TZ EXPANSION ANCHOR 3 1/4" I °ooeD ODD 0. ° o 0 0 MASONRY DOWEL TIE BAR # 4 @ 14 o.C. HORIZONTAL EACH FACE 1 gO0 ogOo goo VAPOR RETARDER A R C H I T E C MASO o0 goo p VAPOR RETARDER Oo o Oo 0 ° I o I MINIMUM CONCRETE EMBEDMENT. g I 4" MINIMUM THICK LAYER OF 3/4 MINUS CRUSHED PROCESSED 30 JORDAN LANE # 4 @ 14"o.c• 4" MINIMUM THICK LAYER OF 3/4 MINUS CRUSHED 1 # 5 @ 18"o.c. VERTICAL DOWELS W ETHERSFI563 CT. 06109 HORIZONTAL EACH FACE 1 ° I ° 1 1 STONE LAYER OVER 16" MINIMUM LAYER OF COMPACTED (sso> 5s3-s16 a I PROCESSED STONE LAYER OVER 16" MINIMUM LAYER OF o STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR OVER COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL 1 2 x 4 CONTINUOUS FOOTING FORMED KEY # 4 @ 12"o.c. VERTICAL DOWELS EACH SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE NOTE: REFER TO SECTION 7/53.1 11 TO CRUSHED STONE WHERE WET SUB -GRADE OCCURS. REFER SIDE. STAGGER SPACING EACH SIDE. OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT REFER TO ROOF FRAMING PLANS FOR I FOR PARTS SHOWN ONLY. 2 # 5 TOP & BOTTOM CONTINUOUS TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 TITLE 1 I 2 CLEAR BY WELTI GEOTECHNICAL, P.C. 2 x 4 CONTINUOUS ( 1 1/211 DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. WINDOW FRAME, W.FR., LOCATIONS. 3 # 4 CONTINUOUS IN FOUNDATION FOOTING FORMED KEY I CLEAR FOUNDATION WALL FOOTING REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH SECTIONS 4 # 4 CONTINUOUS IN 1 - FOUNDATION WALL FOOTING I o I � 3" CLEAR CONTROLLED FILL CONFORMING TO GRADATION AS NOTE D IN 0 - 1 GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL I o ° o o O o ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. REFER TO STRUCTURAL DRAWING ° o0 o REFER TO STRUCTURAL DRAWING o 00 1 goo ° DATED APRIL 19 2018 FOR ALL SITE SOILS PREPARATION FOR REFER TO STRUCTURAL DRAWING 00 - gOO ° ° D Do ° �D peD DD Do °o�D °eDODDaDDe 51.2 and S1.3 FOR BOTTOM OF DD Do D peD DD Do a�D o?h 1 aDDe 51.2 and 51.3 FOR BOTTOM OF d ° QED °� oep p� D'� aaD oe De e S1.2 and S1.3 FOR BOTTOM OF QaD D D DpD n D Q� D D DeD eD 4 Q 4 aDeD a 4 eD Da 4 aDeDQD i eD eD e 4° D FOUNDATIONS AND CONCRETE SLAB -ON GRADE. a ° QpQD�D D 4� e°QD 4DeD e eD DD DD °De 4 4 4 aDe4 De o °D FOOTING ELEVATIONS. TYPICAL. 4 D D D n 5� DDQ FOOTING ELEVATIONS. TYPICAL. w d po�D aDD ° a a 4 ap e FOOTING ELEVATIONS. TYPICAL. e a D n D D o a D DQD v oD 4 e as D e D D n Q D DQ °° II 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE 1 3" CLEAR 611 11-211 611 OVER NATURAL INORGANIC SOILS OR COMPACTED DATE 11/2/2018 m BASE OVER NATURAL INORGANIC SOILS OF COMPACTED I STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S COPYRIGHT (c) 3 CLEAR 'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C.Moser Pilon Nelson Architects 1' 0" 811 1' n" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, 2�-2�� FOR FOOTING EXCAVATION REQUIREMENTS. P.C. FOR FOOTING EXCAVATION REQUIREMENTS. DWG. NO. 2'-8" $ SECTION S3*1 SECTION 9 SECTION 3/4"=1'-011 S3.1 „ =S3.1 3/4" = 1'-0'1 �3_ 3/4 1-011 A y I I I REFER IU "COLUMN SCHEDULE" STRUCTURAL DRAWING S5.1 FOR COLUMN SIZE AND PLANS FOR LOCATION. CONTRACTOR NOTE: I I I 2" THICK DRY -PACK HIGH STRENGTH BEND DOWN DISCONTINUOUS FOUNDATION WALL NON -SHRINK GROUT HORIZONTAL REINFORCEMENT AT POCKET EACH I I I SIDE. EXTEND V-0" BELOW BOTTOM OF POCKET I I I ANCHOR RODS TO BE TIED IN PLACE PRIOR TO I CONCRETE PLACEMENT. NO WET SETTING OF I REFER TO COLUMN BASE DETAILS, 1f_3„ I I I BOLTS ALLOWED. REFER TO COLUMN SCHEDULE STRUCTURAL DRAWING S5.2 THRU S5.5 FOR 5 1/2"FOR ANCHOR BOLT SIZE AND QUANTITY. I BASE PLATE AND ANCHOR BOLT LAYOUT I COLUMN POCKET. FORM AND CONCRETE FILL ' � I 1 APPROXIMATE FINISH GRADE 1 WITH SAME CONCRETE AS SLAB -ON GRADE I AFTER ALL STRUCTURE DEAD LOAD IS IN PLACE. Top of Concrete Slab on Grade ELEV. = 0' - 0" I i I li x x x x x x x I II a DD°eD T.SHELF ELEV. ' REFER TO FOUNDATION PLANq QQaD D DJ 4DDq�DD ° Q�DgQ D °� D0 O PIER TIE REINFORCEMENT, REFER TO _ o�Qo ° "PIER SCHEDULE" FOR TIE SIZE AND - °0�O5o) SPACING, STRUCTURAL DRAWING S1.1. IN gO0 0 lIQ INSIDE FACE OF CONCRETE REINFORCED CONCRETE PIER CENTERED • - - o FOUNDATION WALL BEYOND. Z � nKn l rl I IKAKI ram 1 IKIGc RGCGR Tr)"DIR i "'" """"" -' _ " '`" "• 'v EI rl CONTINUOUS HORIZONTAL FOUNDATION z_ 0 SCHEDULE" FOR SIZE AND REINFORCING, -I- - I �- WALL REINFORCEMENT, TYPICAL. 3: STRUCTURAL DRAWING S1.1. m CONTINUE FOUNDATION WALL FORMED I DOWEL ALL PIER VERTICAL REINFORCEMENT INTO m KEY THROUGH CONCRETE PIER BASE. - - - - CONCRETE FOOTINGS. TYPICAL. a 3" CLEAR ALL AROUND w J � V O 0� °p0 O m o0U Oo °Dq D e°� ° a D°e d doa C D d a a doa - A 4_p04 o Q Dn ° ° eDDeD D Q�1dp 0 4404d a a aO D o , ,& P D d add DO° �n / �qDA eq D D D e qaD o aD q° Op 4p a aap d a a d a pd AVDy Z REFER TO STRUCTURAL 6„ MINIMUM THICK LAYER OF 3/8„ CRUSHED STONE BASE OVER DRAWING S1.3 FOR BOTTOM OF NATURAL INORGANIC SOILS OF COMPACTED STRUCTURAL FILL. REFER FOOTING ELEVATIONS. TYPICAL. TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. REFER TO "FOOTING SCHEDULE" STRUCTURAL DRAWING S1.1 FOR FOOTING SIZE AND REINFORCEMENT SECTION 3/411 = 1'-0" _ks53.2 9 Im REFER TO "COLUMN SCHEDULE" STRUCTURAL DRAWING S5.1 FOR COLUMN 1 1 SIZE AND PLANS FOR LOCATION. I I 8„ COLUMN POCKET. FORM AND CONCRETE FILL 1 I WITH SAME CONCRETE AS SLAB -ON GRADE I I I I AFTER ALL STRUCTURE DEAD LOAD IS IN PLACE. CONTRACTOR NOTE: I I 1 I BEND DOWN DISCONTINUOUS FOUNDATION WALL HORIZONTAL REINFORCEMENT AT POCKET EACH SIDE. EXTEND V-O" BELOW BOTTOM OF POCKET 1 I I REFER TO COLUMN BASE DETAILS, 1 1 a aD aDD° 110 D STRUCTURAL DRAWING S5.3 THRU S5.5 FOR I I gcp° o BASE PLATE AND ANCHOR BOLT LAYOUT I 1 goo 0 CAI I I 8" THICK CONCRETE WALL EXTENSION I AROUND I,VLUIVIIV POCKET THREE SIDES T p of Concrete Slab on Grade I I 1 REINFORCED WITH # 4 @ 12"o.c. HORIZONTAL ELEV. = 0' - 0" x x x I I • AND VERTICAL WITH # 5 TOP AND BOTTOM. Q0_ p I I 2" THICK DRY -PACK HIGH STRENGTH pp� NON -SHRINK GROUT o 0o ANCHOR RODS TO BE TIED IN PLACE PRIOR TO _ _ • CONCRETE PLACEMENT. NO WET SETTING OF PIER TIE REINFORCEMENT, REFER TO I I BOLTS ALLOWED. REFER TO COLUMN SCHEDULE "PIER SCHEDULE" FOR TIE SIZE AND I (I FOR ANCHOR BOLT SIZE AND QUANTITY. SPACING, STRUCTURAL DRAWING S1.1. I• I I CONCRETE FOUNDATION WALL BEYOND. REINFORCED CONCRETE PIER CENTERED • ON COLUMN GRID LINES, REFER TO "PIER �I- - - 1 - CONTINUOUS HORIZONTAL FOUNDATION SCHEDULE" FOR SIZE AND REINFORCING, I I WALL REINFORCEMENT, TYPICAL. STRUCTURAL DRAWING S1.1. DOWEL ALL PIER VERTICAL REINFORCEMENT I 7 • I • • INTO CONCRETE FOOTINGS. TYPICAL. CONTINUE FOUNDATION WALL FORMED KEY THROUGH CONCRETE PIER BASE. W J O U 0 0(3 000 0 o° 9Q �o o0U 00 D qDQ eD°e D D JaDD�Dq�° QDpo D eDDeD D°elda0 OdOad a doa Dap 0 a d a a40D o p ad d 4-bo'4 pOp DD QgDe° eq De° °°e gaDD qD °o DoD pODae 0p aaop dap apex 4�a pd ad0pD 3" CLEAR ALL AROUND REFER TO STRUCTURAL 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER DRAWING S1.3 FOR BOTTOM OF NATURAL INORGANIC SOILS OF COMPACTED STRUCTURAL FILL. REFER FOOTING ELEVATIONS. TYPICAL. TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. REFER TO "FOOTING SCHEDULE" STRUCTURAL DRAWING S1.1 ^l �,1I y -U ZS 1 -U J. -U ^„ 1 THICK HIGH DENSITY INSULATION AND SEALANT CONTINUOUS AROUND THREE SIDES REFER TO SITE/CIVIL DRAWINGS i OF SLAB EDGE AND BOTTOM. FOR SIDEWALK AND DOWEL PINS IF REQUIRED. I #4'U' SHAPED REBAR EACH 4 THICK CONCRETE SLAB -ON GRADE THRESHOLD TYPICAL. REINFORCED WITH 6 x 6 W2.1 x W2.1 z-6 EPDXY COATED WELDED WIRE FABRIC. I # 4 CONTINUOUS. EXTEND 24" BEYOND OPENING SURFACE FINISH TO MATCH SIDEWALK. I EACH SIDE. I # 4 @ 10"o.c. EPDXY COATED I 5" THICK CONCRETE SLAB -ON GRADE REINFORCED DOWELS WITH 2 # 3 TIES. I WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. PITCH DOWN 1/4" PER FOOT _ v_ ___ r� Top of Concrete Slab on Grade ELEV. = 0' - 0" OD� # 4 CONTINUOUS TOP AND D �2 QaD 10° D 0 BOTTOM. DOWEL RETURN - 0� DD°�ENDS INTO FOUNDATION#3PLAINBARTIE I 7FOR °°oeDaeDD o °°OWALLTYPICAL. SET AT EACH DOWEL • ° ° 0 0 O° 0 VAPOR RETARDER 60 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED REFER TO SECTION 1/S3.2 ° PROCESSED STONE LAYER OVER 16" MINIMUM LAYER OF WALL AND FOOTING - -- REINFORCEMENT e �p0• Z ULtAK CUMFIAC I ED S I RUC I URAL FILL SUIL IMA I ERIAL UIN INA I URAL SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE aa p D DD° p0D a Oop 2 x 4 CONTINUOUS I OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT oDa° e q D A° D D d d0D FOOTING FORMED KEY I DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 811 1 REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH O o 0 3„ CLEAR ° o CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN o°o REFER TO STRUCTURAL DRAWING S1.3 FOR oo Oo o GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL BOTTOM OF FOOTING ELEVATIONS. TYPICAL. °D° ° °� °°AD°aDD °o �D eD e D p pWN °°� e A ° A DA ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. eDDeD ° D DD qDQ D°D°Dq D aDDp DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR o a q a D qD °D FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 3" CLEAR TYPICAL 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OF COMPACTED 6" 1'-811 6" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 21-811 FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 2 3/411 = 11-0" JV VERTICAL MASONRY WALL REINFORCEMENT. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA i FOR REINFORCEMENT. REBAR IS TO BE TIED IN PLACE WITH REBAR POSITIONERS IN CENTER OF MASONRY SAME SIZE AND SPACING AS MASONRY WALL UNIT CELLS FOR FULL HEIGHT OF PARTITION. LOW „ I VERTICAL REINFORCEMENT 4'-0" LONG -] LIFT GROUTING PROCEDURES TO BE USED. TYPICAL. SET AND TIE IN PLACE PRIOR TO GROUT FILL SOLID FIRST MASONRY WALL COURSE CONCRETE PLACEMENT. NO EXCEPTIONS 1 CONTINUOUS LENGTH OF MASONRY WALL. CONTINUOUS PRE -MOLDED JOINT FILLER AND < 1 SEALANT. TYPICAL. # 3 PLAIN BAR TIE SET AT EACH 5" THICK CONCRETE SLAB -ON GRADE REINFORCED I VERTICAL MASONRY WALL DOWEL WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. I - 2 # 5 TOP & BOTTOM CONTINUOUS 1 - a o°Q�gOD�° ° D�gDgO AD O D aA( pQ�[sp p°a�D D #3CONTINUOUS o I • g,D°aAD °OA0`AD°v eo �g0 MASONRY DOWEL TIE BAR N I ° 0 o 0 00 VAPOR RETARDER 0 if Oil Top of Concrete Slab on Grade I ° Y ELEV. = 0' - 0" x x x I 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED a� - PR OIr.ESSED JTV,V'E LAYER vVER i6" 1v�i Nilv�Uly^ LAYER vF o as DDOa a d'Dop DdaOopDaOops, I COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL �j8 a a do a d opo 1 SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE „ 0 OCCURS. REFER TO GEOTECHNICAL ENGINEERS REPORT 1 DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. # 4 @ 18"o.c. VERTICAL 0 REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH # 4 @ 14"o.c. HORIZONTAL EACH FACE 1 CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL # 5 @ 18"o.c. VERTICAL DOWELS ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 2 4 CONTINUOUS DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR A FOUNDATIONS AND CONCRETE SLAB -ON GRADE. FOOTING FORMED KEY 7• I 5 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OF COMPACTED w o STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S U O o I ° O REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. m o ° FOR FOOTING EXCAVATION REQUIREMENTS. 8 °god ° e e o e D e o aD D °D 4 ae e DdD°D� 4 �DDeD D Q aDD e 3" CLEAR 6" 1'-0" 6" REFER TO STRUCTURAL DRAWING S1.3 FOR BOTTOM OF 2, 0" FOOTING ELEVATIONS. TYPICAL. 11 SECTION 5 3/4" =1'_0" 53.2 VERTICAL MASONRY WALL REINFORCEMENT. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCEMENT. REBAR IS TO BE TIED IN PLACE FOR FOOTING SIZE AND REINFORCEMENT SAME SIZE AND SPACING AS MASONRY WALL I WITH REBAR POSITIONERS IN CENTER OF MASONRY VERTICAL REINFORCEMENT 4'-0" LONG UNIT CELLS FOR FULL HEIGHT OF PARTITION. LOW CONTRACTOR NOTE: SECTION 6 TYPICAL. SET AND TIE IN PLACE PRIOR TO I LIFT GROUTING PROCEDURES TO BE USED. BEND DOWN DISCONTINUOUS FOUNDATION WALL CONCRETE PLACEMENT. NO EXCEPTIONS HORIZONTAL REINFORCEMENT AT POCKET EACH 3/4" = 1'-011 S3.2 GROUT FILL SOLID FIRST MASONRY WALL COURSE SIDE. EXTEND 1'-0" BELOW BOTTOM OF POCKET 1 CONTINUOUS LENGTH OF MASONRY WALL. \ I xl # 3 PLAIN BAR TIE SET AT EACH CONTINUOUS PRE -MOLDED JOINT FILLER AND REFER TO COLUMN BASE DETAILS, 9 VERTICAL MASONRY WALL DOWEL I SEALANT. TYPICAL. STRUCTURAL DRAWING S5.3 THRU S5.5 FOR BASE PLATE AND ANCHOR BOLT LAYOUT 1 2 # 5 TOP & BOTTOM CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. To of Concrete Slab on Grade I Top of Concrete Slab on Grade ELEV. = 0' - 0" I # 4 CONTINUOUS. EXTEND 24" I x x x x x x x x x x x x BEYOND OPENING EACH SIDE. 1 doaa o oa °D 1 Doe AD D°eD Doe �� D AD D°AD D° D° a a A Dq`J D°AD ROAD e °Da4e °Dad QdDa D°eD DoOa d A °Da0 Da4 D e°DQQ e°DaQ e°DaQ e°�qQA _ . I° #4'U' SHAPED REBAR EACH [THRESHOLD 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 6 W2.1 W2.1 WELDED WIRE FABRIC. o N ° o 1 o 13 VAPOR RETARDER TYPICAL. x x 0 o0 goo z 6" I # 4 @ 14"o.c. HORIZONTAL oo I 0° 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED 1 . 1 1'-0" PROCESSED STONE LAYER OVER 16" MINIMUM LAYER OF - Top of Concrete Slab on Grade COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL ELEV. = 0' - 0" x x x x 1 - _x_Ln SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB- apOAD DD°AD ppe 4DOADapO # 5 @ 18"o.c. VERTICAL DOWELS i GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S D °opa0 e°Da4aD°eD aD°ep DDDeD44aa4DD D DDoQ e°Da0 DDa e°Do`J ADD° REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 0 oDQQ A DDQQ A Dqd e DDaQ DDO d A D Q O 0 po 0 0O Q 0 Q °o o0U Q 00 I 0 oa O° gOO 0 goo 0 VAPOR RETARDER 2 x 4 CONTINUOUS FOOTING FORMED KEY ° 0 REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 1 o 0 0 0 CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED 0 1 CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN PROCESSED STONE LAYER OVER 16" MINIMUM LAYER OF C.9 O0 GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL ° 0 D e°eD QaDDD �° I �`D D °e De e ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BEN EATHI SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE °aDD ° 0 A A ° q 4 A D D e D ADD DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT 3# 4 CONTINUOUS IN q0e° q A D q qD q4 FOUNDATIONS AND CONCRETE SLAB -ON GRADE. CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOUNDATION WALL FOOTING 15" 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL REFER TO STRUCTURAL 6" 1'-0" 611 OVER NATURAL INORGANIC SOILS OF COMPACTED ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. DRAWING S1.3 FOR BOTTOM OF STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOOTING ELEVATIONS. TYPICAL. 2, 011 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOUNDATIONS AND CONCRETE SLAB -ON GRADE. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 10 3/411= 1'-011 S3.2 """**N SECTION r9 3/411 = 1'-0" S3.2 ELEV. = O' - 0" x x x x x x 1'-3" i j VERTICAL MASONRY WALL REINFORCEMENT. REFER TO i ; _ "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCEMENT. REBAR IS TO BE TIED IN PLACE WITH 00 SAME SIZE AND SPACING AS MASONRY WALL I - I f REBAR POSITIONERS IN CENTER OF MASONRY UNIT I CELLS FOR FULL HEIGHT OF PARTITION. LOW LIFT VERTICAL REINFORCEMENT 4'-0" LONG TYPICAL. SET AND TIE IN PLACE PRIOR TO I GROUTING PROCEDURES TO BE USED. CONCRETE PLACEMENT. NO EXCEPTIONS - GROUT FILL SOLID FIRST MASONRY WALL COURSE CONTINUOUS LENGTH OF MASONRY WALL. 1" THICK HIGH DENSITY INSULATION # 3 PLAIN BAR TIE SET AT EACH VERTICAL MASONRY WALL DOWEL I AND SEALANT CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED APPROXIMATE FINISH GRADE1 WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. I- Topof Concrete Slab on Grade LI, -L- -x x x x x x x x T.SHELF ELEV. I a QaDDD°Do Dpoe°0 4 o REFER TO FOUNDATION PLAN I a 0°� QqD QQ aD qq�D a °aDD ° oQ, o Dq4°Q e�qD D o N # 3 CONTINUOUS MASONRY DOWEL TIE BAR °° °° hi, -A D o ° ° • ° o .0 Oo 0 VAPOR RETARDER goo 0 o # 4 @ 18"o.c. VERTICAL < 1 6° 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED _ # 4 @ 14"o.c. HORIZONTAL EACH FACE I ° PROCESSED STONE LAYER OVERr16" MINIMUM LAYER OF ^ z `" # 5 @ 18"o.c. VERTICAL DOWELS 1-u COMPACTED ED STRUCTURAL FILL OIL IVIH I CI(IHL UIV01`1 IVH I URHL _z SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE 2 x 4 CONTINUOUS FOOTING FORMED KEY OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT 1O 2" CLEAR m 3 # 5 CONTINUOUS TOP AND BOTTOM 1 DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. w m REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH o ° CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH 0 3„ CLEAR O In (0 o a O CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN )o ° GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL � 1�oA0 ° De ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 4 # 4 CONTINUOUS IN QoDDo ° 4 e° e a 4 Q eogDq pDle° eDDeD D Q aDDe DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATION WALL FOOTING e q D e ° e qa D qD ° °D FOUNDATIONS AND CONCRETE SLAB -ON GRADE. I 3" CLEAR TYPICAL 16" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE REFER TO STRUCTURAL I OVER NATURAL INORGANIC SOILS OF COMPACTED DRAWING S1.3 FOR BOTTOM OF 6" 1'-8" 611 _ STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOOTING ELEVATIONS. TYPICAL. REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 21-811 FOR FOOTING EXCAVATION REQUIREMENTS. SEC ' TION 3J41 11 i-U•, " = " 11-311 I z VERTICAL MASONRY WALL REINFORCEMENT. REFER TO "SCHEDULE I I OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" SAME SIZE AND SPACING AS MASONRY WALL STRUCTURAL DRAWING S4.OA FOR REINFORCEMENT. REBAR IS TO BE VERTICAL REINFORCEMENT 4'-0" LONG I `` TIED IN PLACE WITH REBAR POSITIONERS IN CENTER OF MASONRY TYPICAL. SET AND TIE IN PLACE PRIOR TO I UNIT CELLS FOR FULL HEIGHT OF PARTITION. LOW LIFT GROUTING CONCRETE PLACEMENT. NO EXCEPTIONS PROCEDURES TO BE USED. kI 1 y GROUT FILL SOLID FIRST MASONRY WALL COURSE 4 CONTINUOUS LENGTH OF MASONRY WALL. # 3 PLAIN BAR TIE SET AT EACH VERTICAL MASONRY WALL DOWEL 1 1" THICK HIGH DENSITY INSULATION AND SEALANT CONTINUOUS _5" THICK CONCRETE SLAB -ON GRADE REINFORCED az # 3 CONTINUOUS WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. MASONRY DOWELTIE BAR o 1 I APPROXIMATE FINISH GRADE �4 ae go a o Top of Concrete Slab on Grade Y ELEV.=O'-0" --- • ° o O00 _ --- • 00 0° VAPOR RETARDER I.SHELF ELEV. I 60 L- 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED STONE REFER TO FOUNDATION PLAN 71 0 LAYER OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL 5 1/2" 1'-2 112" MATERIAL ON NATURAL SOILS OR OVER 3/8" CRUSHED STONE WHERE # 4 @ 18"o.c. VERTICAL WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT Lu < # 5 @ 18"o.c. VERTICAL DOWELS \DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. # 4 @ 14"o.c. HORIZONTAL EACH FACE 1 REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE z `n SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL z 2 x 4 CONTINUOUS "- FOOTING FORMED KEY CONFORMING TO GRADATION AS NOTED IN GEOTECHNICAL ENGINEER'S to 3� 1 REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY in OJ 3 # 5 CONTINUOUS TOP AND BOTTOM 2" CLEAR WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS Lu m PREPARATION FOR FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 4 # 4 CONTINUOUS IN - FOUNDATION WALL FOOTING 0 0 0 I O Cb O o REFER TO STRUCTURAL DRAWING 51.3 FOR BOTTOM OF FOOTING D e D°ADD QDD o° a a° o°p a d p ELEVATIONS. TYPICAL. apD qDp e°e4 4 DeDgDq QD ° ADDeD DQ aDDp w 4 gDAD e q D A ° D e q a D q ° qD U M 3" CLEAR TYPICAL 1 I 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OF COMPACTED 6" 1'-811 6" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, 21-811 P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION r4 3/411 = 1'-011 S3.2 REFER TO "COLUMN SCHEDULE" STRUCTURAL DRAWING S5.1 FOR COLUMN 51 SIZE AND PLANS FOR LOCATION. 5" THICK CONCRETE SLAB -ON GRADE REINFORCED 2" THICK DRY -PACK HIGH STRENGTH WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. NON -SHRINK GROUT I ANCHOR RODS TO BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. NO WET SETTING OF BOLTS ALLOWED. REFER TO COLUMN SCHEDULE FOR ANCHOR BOLT SIZE AND QUANTITY. COLUMN POCKET. FORM AND CONCRETE FILL WITH SAME CONCRETE AS SLAB -ON GRADE AFTER ALL STRUCTURE DEAD LOAD IS IN PLACE. Top of Concrete Slab REINFORCEd CONCRETE PIER CENTERED ON COLUMN \ _ _ / go o ' GRID LINES, REFER TO "PIER SCHEDULE" FOR SIZE AND DOWEL ALL PIER VERTICAL REINFORCEMENT INTO REINFORCING, STRUCTURAL DRAWING S1.1. CONCRETE FOOTINGS. TYPICAL. PIER TIE REINFORCEMENT, REFER TO "PIER SCHEDULE" • 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL FOR TIE SIZE AND SPACING, STRUCTURAL DRAWING S1.1. I INORGANIC SOILS OR COMPACTED STRUCTURAL FILL. REFER TO CONTINUE FOUNDATION WALL FORMED _ I _ _ ( GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI KEY THROUGH CONCRETE PIER BASE. - - - GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. I I Q w 0 00o I I O00 o v 0 I m REFER TO STRUCTURAL DRAWING S1.2 0o Oo P a � e a a d D D D e a D 4 d A D D ° ° a d auz 0 and 51.3 FOR BOTTOM OF FOOTING Dq ° aDD °D D aDD °° aDD °A e oe dad dD a a� o a Oo p 0 a a� ° ELEVATIONS. TYPICAL. QaDDD q 4 qpeq 4DA ADDAD D Q p 0 OdOad e p pop 40� D d d D0p a Od p oD 0p a aoD d a a d a Dd d0D WALL AND FOOTING 3" CLEAR ALL AROUND BEYOND REFER TO "FOOTING SCHEDULE" STRUCTURAL DRAWING S1.1 FOR FOOTING SIZE AND REINFORCEMENT SECTION 8 3/411 =1'-011 S3.2 # 4 @ 10"o.c. DOWELS . x WITH 3 # 3 TIES. I -_ °�D°q 0 3' o„ it -a„ D�aag DoaD�q DD O iv O°�i I wol)o_ CONTINUOUS PRE:-M LDED i VAPOR RETARDER JOINT FILLER AND SEALANT. 0 le I ° 1,_0„ x x -x x 2" CLEAR TYPICAL 6Dv 19 �Da° �� ` O o o mac;;; • I • # 5 @ 18"o.c. VERTICAL DOWELS I # 4 @ 18"o.c. VERTICAL 2 x 4 CONTINUOUS FOOTING FORMED KEY 2 # 5 CONTINUOUS TOP AND BOTTOM # 4 @ 14"o.c. 1 HORIZONTAL EACH FACE 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING I Q O U I Apo 0 m o p G 3" CLEAR 611 1'-0" 6" pins SECTION 7 -3/4„ = 1'-O" S3.2 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 IRARD AND OM PANY LP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 `�Ililli1111fN� OF G O N tV �o�ass �At ........... Q• ;�Q• Z:y : i0 ' . 15911 � O�;••.l ENSEo�••��•• MO SER 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 REVISIONS CONFORMED SET MARCH 22, 2019 SAME SIZE AND SPACING AS MASONRY WALL VERTICAL REINFORCEMENT 4'-0" LONG TYPICAL. SET AND TIE IN PLACE PRIOR TO CONCRETE PLACEMENT. NO EXCEPTIONS - # 3 PLAIN BAR TIE SET AT EACH VERTICAL MASONRY WALL DOWEL 2 # 4 TOP & BOTTOM CONTINUOUS N , � o # 3 CONTINUOUS N MASONRY DOWEL TIE BAR 0 r-I To of Concrete Slab on Grade x - Top of Concrete Slab on Grade ----- VERTICAL MASONRY WALL REINFORCEMENT. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING / FOR MASONRY WALLS" STRUCTURAL DRAWING S4.0 FOR REINFORCEMENT. REBAR IS TO BE TIED IN PLACE WITH REBAR POSITIONERS IN CENTER OF MASONRY UNIT CELLS FOR FULL HEIGHT OF PARTITION. LOW LIFT GROUTING PROCEDURES TO BE USED. �- GROUT FILL SOLID FIRST MASONRY WALL COURSE / CONTINUOUS LENGTH OF MASONRY WALL. CONTINUOUS PRE -MOLDED JOINT FILLER AND SEALANT. TYPICAL. 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 -x- 4 D DD DD DD D D�PQ'D A� _D L1° D�AQaDD aQaD DMA aDD4QaD °p° �D D o N 5 DDaQaDp QQcD� oQDD DDD 4 OODD '-'N C, D. OODD aAD D OODD ae 00 00 D eDD o Oo 0 jC o000 0 0 D QDD"Q DDI�°IV,! VAPOR RETARDER °a °O�°OeD aDDD �o°�D4e ° pdDp�1�DD0 4 0 0 0 0 0 440 4dpO 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED STONE LAYER OVER 16" MINIMUM # 4 @ 18"o.c. VERTICAL DOWELS LAYER OF COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR OVER 3/8" # 4 @ 14"o.c. HORIZONTAL CRUSHED STONE WHERE WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT 2 x 4 CONTINUOUS DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOOTING FORMED KEY 1 1/2" CLEAR 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING W° O U O O p Oo _ m 0�0 O d 4 d d a� D d 4 4 VDo 4 d°44 d 4�D04 D op 4 0 0 AV p p 0 Oe0 40Dp D4e0 D ODD 4 - p 4 4 D d d 44 REFER TO STRUCTURAL 3" CLEAR 811 8" 8" 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE DRAWING S1.3 FOR BOTTOM OF OVER NATURAL INORGANIC SOILS OF COMPACTED FOOTING ELEVATIONS. TYPICAL. STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S 2' 0" REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 3 3/411 =1'-011 S3.3 D D�DpDDaQDD GDADc�QDD DeDe°DaQDD 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED 3 # 5 CONTINUOUS PROCESSED STONE LAYER OVER 16" MINIMUM LAYER OF TOP AND BOTTOM COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL # 4 @ 10"o.c. SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE HORIZONTAL EACH FACE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. # 5 @ DOWELS EA .VERTICAL DOWELS EACH FACE - \ REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 2 x 4 CONTINUOUS CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH FOOTING FORMED KEY - 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. • • • REFER TO STRUCTURAL DRAWING S1.2 AND S1.3 FOR BOTTOM OF FOOTING ELEVATIONS. pODaoa O46P VAS4>a' Do°ooa°QQ o°p� °e°o° da°oo °e°440 oa apDaDoO ovoa0� 6" MINIMUM THICK LAYER OF 3/8" CRUSHED o yo STONE BASE OVER NATURAL INORGANIC SOILS OF oOo O�Oo 0 C COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL TYPICAL INTERIOR BRACED FRAME FOUNDATION 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR REINFORCED WITH #5 @ 9"o.c. EACH WAY TOP AND BOTTOM FOOTING EXCAVATION REQUIREMENTS. VERTICAL MASONRY WALL REINFORCEMENT. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCEMENT. REBAR IS TO BE TIED IN PLACE WITH REBAR POSITIONERS IN CENTER OF MASONRY UNIT CELLS FOR FULL HEIGHT OF PARTITION. LOW LIFT GROUTING PROCEDURES TO BE USED. GROUT FILL SOLID FIRST MASONRY WALL COURSE CONTINUOUS LENGTH OF MASONRY WALL. SAME SIZE AND SPACING AS MASONRY WALL VERTICAL REINFORCEMENT 4'-0" LONG TYPICAL. SET AND TIE IN PLACE PRIOR TO CONCRETE PLACEMENT. NO EXCEPTIONS To of Concrete Slab on Grade ELEV. = 0'- 0" # 5 TOP CONTINUOUS # 5 @ 18"o.c. VERTICAL DOWELS # 4 @ 14"o.c. HORIZONTAL EACH FACE # 3 CONTINUOUS TIE 2 x 4 CONTINUOUS FOOTING FORMED KEY I� # 5 TOP & BOTTOM CONTINUOUS 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 0 SECTION 6 3/411 = 1'-011 S3.3 U i 5 1/2" SHELF ALL AROUND 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. Q aDD° a QDD°D °a Q aDD°aD� QD&°D �a Q aD D4 QaD D D D QcD DAD I O a D DaD 611 21-811 61' 3'-811 SECTION 11 3/4" =1'_0" S3.3 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 11 11'-811 21-8 I = I 9 I Vu vavduDQV v� vD D-VQVyo vDuD-�v� vD 'aDDOD bra QDDOD o� DDO D D_a� DD DDDaQD4Q D QDDDDD° AID. aD.Is VAPOR RETARDER • TOP OF WALL I 2" CLEAR I 2" CLEAR • • • • I- 3" CLEAR 3 CLEAR ALL AROUND DDD OODD aDDD --- RAMP BEYOND SAME SIZE AND SPACING AS MASONRY WALL VERTICAL REINFORCEMENT 4'-0" LONG TYPICAL. SET AND TIE IN PLACE PRIOR TO CONCRETE PLACEMENT. NO EXCEPTIONS - i# 3 PLAIN BAR TIE SET AT EACH VERTICAL MASONRY WALL DOWEL CONTINUOUS PRE -MOLDED JOINT FILLER AND SEALANT. TYPICAL. 5" THICK CONCRETE SLAB -ON o GRADE REINFORCED WITH 6 x 6 `� W2.1 x W2.1 WELDED WIRE FABRIC. op of oncrete Slab on Grade ELEV. - 0' - 0" x x x x P1,4 D paDpaO�Opy 44d 44441 0 0 0 0 0 o0 2 x 4 CONTINUOUS FOOTING FORMED KEY 2 # 5 CONTINUOUS TOP AND BOTTOM 2 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING - 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. • - # 3 CONTINUOUS MASONRY DOWEL TIE BAR - # 4 @ 14"o.c. HORIZONTAL EACH FACE - # 5 @ 18"o.c. VERTICAL DOWELS 2" CLEAR w I o O U I OO _ m vo° 404pp0 Oe4 4 44e DAD 0 4 - -r 4" 6" 3" CLEAR 6" 1011 6" 1'-10" SECTION 2 3/4" =1'-0" S3.3 5" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. 1" NOSING TYPICAL -::),REFER TO ARCHITECT'S DRAWINGS FOR RISE AND RUN # 4 NOSING BAR TYPICAL. O N CONTINUOUS PRE -MOLDED JOINT FILLER AND SEALANT. TYPICAL. I op of ConcretejSlab on Grade ELEV. = 0'- 0" x x x DDD �OODD cDDD°4O �• /�°aV�d�DV DD�lVo��VaVUDVDD • lQC��c DD d GOAD oDD D � O D� p° po° • • ip O dd a oDd4 VAPOR RETARDER 0 �o o°o°b 5 1/2" THICK CONCRETE SLAB o� # 4 @ 8"o.c. EACH WAY - # 4 BENT DOWELS @ 8"o.c. o WITH 3 # 3 TIES N - # 4 @ 14"o.c. HORIZONTAL 2 x 4 CONTINUOUS ' FOOTING FORMED KEY # 5 @ 18"o.c. VERTICAL DOWELS 10, 2 # 5 CONTINUOUS TOP AND BOTTOM • 2" CLEAR 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING Q V w 0 0 o v o0 0 0 0 o o O o vO0 d� d 4 dOd° Dd 4 4 d 4op4 4oDo4o 4 0 pp p 0 040 1 4 40 o�D4 V, D 4 a 4'a0 OD 4 �D °p 4 a d 4 p 4 4 4 o d 44 a�D 3" CLEAR 6" 1'-0" 6" 2'-0" SECTION r5 3/411 =1'-0" �33 A u - REFER TO "COLUMN SCHEDULE" STRUCTURAL DRAWING rU S5.1 FOR COLUMN SIZE AND PLANS FOR LOCATION. 4" MASONRY SHELF ALL AROUND I 5 1/2 If PIER PERIMETER THREE SIDES 1 1 REFER TO COLUMN BASE DETAILS, ANCHOR RODS TO BE TIED IN PLACE PRIOR TO CONCRETE STRUCTURAL DRAWING S5.3, SECTION R/S5.3, PLACEMENT. NO WET SETTING OF BOLTS ALLOWED. REFER TO FOR BASE PLATE AND ANCHOR BOLT LAYOUT I COLUMN SCHEDULE FOR ANCHOR BOLT SIZE AND QUANTITY. REFER TO SITE/CIVIL DRAWINGS I 2" THICK DRY -PACK HIGH STRENGTH NON -SHRINK GROUT FOR SITE CONCRETE WALKWAY. Topof Concrete Slab on Grade _ ELEV. = U - 0" _ - - 00 I I I I REINFORCED CONCRETE PIER CENTERED ( I ON COLUMN GRID LINES, REFER TO "PIER I I I SCHEDULE" FOR SIZE AND REINFORCING, I -I- STRUCTURAL DRAWING S1.1. _I_ I PIER TIE REINFORCEMENT, REFER TO I _ "PIER SCHEDULE" FOR TIE SIZE AND - -I- - SPACING, STRUCTURAL DRAWING S1.1. 3" CLEAR S1.2 FOR BOTTOM OF FOOTING �bpa ELEVATION.ddQ4p� o `fib o O 0 3" CLEAR ALL AROUND- �o 4 # 5 VERTICAL 2'-0" LONG DOWEL ALL PIER VERTICAL REINFORCEMENT INTO CONCRETE FOOTINGS. TYPICAL. 0 Og0 O o 0U g�0 v OOo ooQQo Oo 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE REFER TO "FOOTING SCHEDULE" BASE OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL DRAWING S1.1 FOR STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S FOOTING SIZE AND REINFORCEMENT REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 10 3/411 = 1'-011 S3.3 CLIP L5(V) x 3 1/2 x 5/16 x 4" LONG. FILLET WELD TO HSS TUBE STEEL JAMB BASE. - 1/2" DIA. HAS ROD WITH HILTI HIT -RE 500 EPDXY ADHESIVE ANCHOR SYSTEM. MINIMUM CONCRETE EMBEDMENT. _Top of Concrete Slab on Grade '8f-'-ELEV. = 0'-_0"'__ x x- APPROXIMATE FINISH GRADE Top of Concrete Slab on Grade ----...-- - 11 - 3 CLEAR TYPICAL 1" CONTINUOUS CHAMFER. CONTINUOUS PRE -MOLDED JOINT FILLER AND SEALANT. TYPICAL. - 14 I op of Concrete Nab on "rade ELEV. = 0' - 011 x x x- N w QU DQ DD�DQe QDVge L > L1 y HSS TUBE STEEL JAMB - OVERHEAD DOOR OPENING 8" THICKENED CONCRETE SLAB AROUND CONNECTOR. SECTION r8 3/411 = 1'-0" S3.3 I I I I I I 4" MASONRY SHELF ALL III AROUND PIER PERIMETER REFER TO COLUMN BASE DETAILS, STRUCTURAL DRAWING S5.3, DETAIL D/S5.3, I I FOR BASE PLATE AND ANCHOR BOLT LAYOUT I I REFER TO SITE/CIVIL DRAWINGS III FOR SITE CONCRETE WALKWAY.all I I I Top of Concrete Slab on Grade ELEV. =O'-0" --00 REINFORCED CONCRETE PIER CENTERED ON COLUMN GRID LINES, REFER TO "PIER SCHEDULE" FOR SIZE AND REINFORCING, - i - STRUCTURAL DRAWING S1.1. 1*� t + PIER TIE REINFORCEMENT, REFER TO "PIER SCHEDULE" FOR TIE SIZE AND SPACING, STRUCTURAL DRAWING S1.1. II EN WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. I _o I ' ci O L) o C).moo -1 �Oo DOD pD DDDeD D Q STATE PROJECT NO. 132-0088 N Phase 1 of 4 a 0 0 x o� z boo SECTION 1 SAME SIZE AND SPACING AS MASONRY WALL !� !, VERTICAL REINFORCEMENT 4 0 LONG !'� C)iJ 3/4 =1-0 S3.3 TYPICAL. SET AND TIE IN PLACE PRIOR TO r ,� CONCRETE PLACEMENT. NO EXCEPTIONS VERTICAL MASONRY WALL REINFORCEMENT. REFER [� O h�l � TO "SCHEDULE OF DEFORMED BAR REINFORCING �T.I # 3 PLAIN BAR TIE SET AT EACH FOR MASONRY WALLS" STRUCTURAL DRAWING S4.0 VERTICAL MASONRY WALL DOWEL_ FOR REINFORCEMENT. REBAR IS TO BE TIED IN PLACE O H WITH REBAR POSITIONERS IN CENTER OF MASONRY 2 # 4 TOP & BOTTOM UNIT CELLS FOR FULL HEIGHT OF PARTITION. LOW ^_ 1" CONTINUOUS CHAMFER. CONTINUOUS LIFT GROUTING PROCEDURES TO BE USED. w GROUT FILL SOLID FIRST MASONRY WALL COURSE CONTINUOUS PRE -MOLDED JOINT O # 4 @ 10 o.c. WITH 2 # 3 TIES. � CONTINUOUS LENGTH OF MASONRY WALL. �1 2,-0„ FILLER AND SEALANT. TYPICAL. - W CONTINUOUS PRE -MOLDED JOINT FILLER AND 0 >� w x x x -x o SEALANT. TYPICAL. Vl p1 -4 N 5" THICK CONCRETE SLAB -ON GRADE REINFORCED O > p_M aPM 4QD�Ddd44�D t, o °4e , o i�'DaQ WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. -r- x x x o o N 0 Ori�.� 1 o,• 1 o paDoD a p DQaD D D # 3 CONTINUOUS x x x x x x x x - 4 OODD �dDD ODD o 40pD oD 4 !.!1 440 4 °oo MASONRY DOWEL TIE BAR 4 d a o r- Oo 4�4 �'0 D 40oD�4 p4D4°QoDD4�, N, 14 0 DD°o ° 11/2" CLEAR paQgDD4aD DDae°° 44e 4e°° 44eo 4eo° D eo # 4@ 10"o.c. DOWELS 2'-a„ O a e D aDDD o 0 0 0 o O • WITH 3 # 3 TIES. VAPOR RETARDER *4 4'-4" 8" 3'-4" 8" 1'-0" 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED r # 4 @ 18"o.c. PROCESSED STONE LAYER OVER 16" MINIMUM w VERTICAL DOWELS LAYER OF COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR OVER 3/8" 2 # 4 TnP & BnTrnnn CONTInIi IInLIS # 4 @ 14"o,r, HnRl7nNTAII - CRUSHED STONE WHERE WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT 3 # 4 CONTINUOUS IN 2 x 4 CONTINUOUS DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOUNDATION WALL FOOTING FOOTING FORMED KEY Q 3 # 4 CONTINUOUS IN III C) O _ o o FOUNDATION WALL FOOTING u o0 o00 0 & 0 000 0 c0 oQ 0 oQ 2 p I-Lo �Oo o 0 �O0 d� 4 4 do d d� D d p4 �Qp 44ep4a D e04�D04 d d 4 40 d 4a o d 4 �Qp 4 d044 a d 4�DV4 OQp40 Od0 e 440D O"44V D 4 e 4e0DOD 4 d�Qp40 Od0 d 44oDD D4e0 D 4 4d0 �D 4 e 4 pD d 4 p 4 p d 4 o p d 44 a_D OD D° D 4 <I p 4 4 D D e 4 D d 44 a�D REFER TO STRUCTURAL 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE DRAWING S1.3 FOR BOTTOM OF 3" CLEAR 811 811 811 OVER NATURAL INORGANIC SOILS OF COMPACTED FOOTING ELEVATIONS. TYPICAL. STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S 21-0" REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. i pp pp FOR FOOTING EXCAVATION REQUIREMENTS. I IRAIRD AND OMPANY LLP S E C T 10 Nrz�STRUCTURAL ENGINEERS 3/411= 1'-0" 53.3 10 WATERCHASE DRIVE ROCKY HILL. CT 06067 (860)563-3820 °i°i!!l111111/(,/j i I MOSER #4 @ 14"o.c. - - -- - - HORIZONTAL EACH FACE' I TOP OF WALL PILON# 4 @ 18"o.c. VERTICAL 2" CLEAR ANCHOR RODS TO BE TIED IN PLACE PRIOR TO CONCRETE # 5 @ 18"o.c. NELSON PLACEMENT. NO WET SETTING OF BOLTS ALLOWED. REFER TO VERTICAL DOWELS I 3# 4 CONTINUOUS IN A R C H I T E C T S COLUMN SCHEDULE FOR ANCHOR BOLT SIZE AND QUANTITY. 2 x 4 CONTINUOUS FOUNDATION WALL FOOTING �- 4#SVERTICAL 2-0 FOOTING FORMED KEY LONG WETHERSFIELD, CTN06109 (860) 5 6 3 - 6 1 6 4 3" CLEAR o DOWEL ALL PIER VERTICAL REINFORCEMENT INTO CONCRETE FOOTINGS. TYPICAL. REFER TO STRUCTURAL DRAWING I TITLE mr 1.3 FOR BOTTOM OF FOOTING ° DD ;'O QDD DD Do °QDD 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE ELEVATIONS. Q oDD° a a eD °D Q�aDa°ae aDD°° DD ao oD FOUNDATION OVER NATURAL INORGANIC SOILS OR COMPACTED STRUCTURAL D 6" MINIMUM THICK LAYER OF 3/8" CRUSHED SECTIONS FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED ( STONE BASE OVER NATURAL INORGANIC SOILS 3" CLEAR APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING 3 CLEAR- OR COMPACTED STRUCTURAL FILL. REFER TO EXCAVATION REQUIREMENTS. 611 1'-0" 6" GEOTECHNICAL ENGINEER'S REPORT DATED REFER TO STRUCTURAL DRAWING °DDD APRIL 19 2018 BY WELTI GEOTECHNICAL P.C. oaDeOD 51.2 and S1.3 FOR BOTTOM OF �apD a °a�Qooap°a aaQooaaa�oaa°vo °a o a°vd a°�4°D�� 0 0 FOOTING ELEVATIONS. TYPICAL. 0pdoo� voa0Da0111, a a0a0� Qoa a�Da°p' apa o Da° 4°DD o �° OD O O p�2O OQ(2,O C)U �0 0 o O FOo O 0o �Oo�JO �Oo 00 REFER TO "FOOTING SCHEDULE" 3" CLEAR ALL AROUND STRUCTURAL DRAWING S1.1 FOR FOOTING SIZE AND REINFORCEMEN SECTION r9 3/411= 1'-0" A,.S3.3 �- REFER TO "COLUMN SCHEDULE" STRUCTURAL DRAWING _Top of Concrete Slab on Grade S5.1 and S5.2 FOR COLUMN SIZE AND PLANS FOR LOCATION. ELEV. = 0'- 0" x a�Doe a� QDD DpD hDDDaQDD DDD° DD 2" THICK DRY -PACK HIGH STRENGTH NON -SHRINK GROUT 2 # 5 CONTINUOUS TOP AND BOTTOM - ac �'oaD�aQ�D ��oD�a�DD apoe4D QDD d n°DaQD°D e a D �D=D160 �6DpD DD4QD DDD D VAPOR RETARDER 2' 0" FOR FOOTING EXCAVATION REQUIREMENTS. S E C T ION r7 DATE 11 /2/2018 3/411=1'-011 53.3 COPYRIGHT (c) Moser Pilon Nelson Architects ALTERNATE WALL SECTION DWG. NO. S3*3 T-6" # 4 GALVANIZED EPDXY COATED SPACED @ 18"o.c. N WITH 2 # 3 EPDXY COATED TIES CONTINUOUS 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.9 x W2.9 EPDXY COATED WELDED WIRE FABRIC. 2 x 4 CONTINUOUS FOOTING FORMED KEY Top of Concrete Slab on Gra e PITCH SLAB DOWN 1/8" PER FOOT ELEV. = 0'- 0" _ m D ap D ° pD ae aDD°° °D a°Qa D � DDD �DQ DD DD pDDa QDDQ DD DpD °DD�QDD°DD DpD �D ° DD°D D �a D°D QDp Q ° Q QD D 4QQD REFER TO SITE/CIVIL DRAWINGS FOR ° D Qa D SITE CONCRETE WALKWAY. ETop of Concrete Slab on Grade _ di LEV.=0'-0" # 4 @ 18"o.c. VERTICAL 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED # 4 @ 18"o.c. VERTICAL STONE LAYER OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. # 4 @ 14"o.c. HORIZONTAL EACH FACE REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN # 5 @ 18 o.c. VERTICAL DOWELS 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. 2 x 4 CONTINUOUS FOOTING FORMED KEY 2 # 5 TOP & BOTTOM CONTINUOUS 2" CLEAR TYPICAL 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING —� \ I3" CLEAR o 0 0 REFER TO STRUCTURAL oo 00A) DRAWING 51.2 FOR BOTTOM OF Q a�°D pa Q aDDD°�° QOpp e D oQ 4D ° FOOTING ELEVATIONS. TYPICAL. ° D D 3" CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OR COMPACTED 6" 1'-0" 6" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. 2' 0" SECTION 4 3/4" = 1'-0" S3.4 C8 x 11.5 CONTINUOUS GALVANIZED CHANNEL TO RECEIVE DOCK LEVELOR. DETAIL IS BASED ON McGUIRE MEDLF SERIES DOCK LEVELOR. NEW DOCK 3' 6" LEVELOR TO BE WELDED IN PLACE. FIELD TOUCH UP ALL FIELD WELDS WITH GALVANIZING PAINT AS # 4 EPDXY COATED DOWELS SPACED @ 18"O.c. CALLED FOR IN CONTRACT SPECIFICATIONS. WITH 2 # 3 EPDXY COATED TIES CONTINUOUS. N TOP OF FOUNDATION WALLTO BE SET LEVEL LENGTH OF WALL TO 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH RECEIVE EMBED CHANNEL 6 x 6 W2.9 x W2.9 EPDXY COATED WELDED WIRE FABRIC. PITCH SLAB DOWN 1/8" PER FOOT opofConcreteSlabo Grade "4 ______ __________-__ _ _ ELEV.=O'-0" d- x x x x m 2 A O N ODQ oDa°DpD°°° ODQ aka°D°eDe aDD a QD D ° DD QQQD DOCK LEVELOR BY OTHERS. D �D D 8, 1/4" THICK x 1 1/2" WIDE STRAP ANCHOR 1'-0" SPACED @ 24"o.c. LENGTH OF EMBED CHANNEL. SHOP FILLET WELD TO CHANNEL • WEB. PLACE CONTINUOUS #4 EPDXY COATED REABAR TIGHT TO STRAP LEGS. # 4 @ 14"o.c. HORIZONTAL EACH FACE REFER TO SITE/CIVIL DRAWINGS • FOR SITE CONCRETE PAD AND CONTINUOUS TRENCH DRAIN. # 5 @ 18"o.c. VERTICAL DOWELS # 4 @ 18"o.c. VERTICAL 2 x 4 CONTINUOUS FOOTING FORMED KEY 2" CLEAR TYPICAL 2 # 5 TOP & BOTTOM CONTINUOUS 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 3" CLEAR o 0 0 � REFER TO STRUCTURAL 00 goo DRAWING S1.2 FOR BOTTOM OF aDD D° aD oIs aDD D° Dp°D D aDD° Q °DpD Q Q p D DQ Q QD°D°D Q D° D °DD° FOOTING ELEVATIONS. TYPICAL. Q DIs Qa QD 3" CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OR COMPACTED 6" 1'-0" 6" STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. 2'-0" # 4 @ 14"o.c. HORIZONTAL EACH FACE # 5 @ 18"o.c. VERTICAL DOWELS 2 x 4 CONTINUOUS FOOTING FORMED KEY 2 # 5 TOP & BOTTOM CONTINUOUS 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING —, 6" THICK CONCRETE SLAB -ON GRADE REINFORCED WITH 6 x 6 W2.9 x W2.9 EPDXY COATED WELDED WIRE FABRIC. 4" MINIMUM THICK LAYER OF 3/8" 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. f— 1" CONTINUOUS CHAMFER EACH SIDE AI To _ofConcrete Sla_bonGrade _________ ELEV. = 0'- 0" x x x x x x x x x Da°rAoaDDpDpDao�aDQDoaDo°D°°eDoo��DD°D °°a �D REFER TO SITE/CIVIL DRAWINGS FOR SITE CONCRETE WALKWAY. # 4 @ 18"o.c. VERTICAL # 4 @ 14"o.c. HORIZONTAL EACH FACE # 5 @ 18"o.c. VERTICAL DOWELS _-2" CLEAR TYPICAL 2 x 4 CONTINUOUS FOOTING FORMED KEY 2 # 5 TOP & BOTTOM CONTINUOUS • 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING 0 REFER TO STRUCTURAL o 00 mjj DRAWING S1.2 FOR BOTTOM OF aDD DE, 3" CLEAR o FOOTING ELEVATIONS. TYPICAL. Q Q° 0 o rl REFER TO STRUCTURAL 0 Do0U Oo 3" CLEAR DRAWING S1.2 FOR BOTTOM OF aDD D° a D o°D apD I, N01 D aDD° FOOTING ELEVATIONS. TYPICAL. Q °V, QD Q D D D° Q a QD 3" CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 6 1-0 6 OVER NATURAL INORGANIC SOILS OR COMPACTED 11 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 2'-0" FOR FOOTING EXCAVATION REQUIREMENTS. SECTION 3 3/4" =1'-0" S3.4 CII TUI(-V rnI,I(-RCTC CI nR_nN C,QAr)r RGIKICnRrrr) # 4 EPDXY COATED DOWELS SPACED @ 18"o.c. GALVANIZED L5 x 3 1/2(V) x 5/16 CONTINUOI I 1'-0" WITH 2 # 3 EPDXY COATED TIES CONTINUOUS ! PLUS 3/4 x 1/8 BENT STRAP ANCHOR SPACE 3'-6" I @ 2'-6"o.c. LENGTH OF ANGLE AND WELDED ANGLE HORIZONTAL LEG. SET ANGLE IN N CONCRETE PRIOR TO CONCRETE PLACEMENT I PITCH SLAB DOWN 1/8" PER FOOT00 2 x 4 CONTINUOUS FOOTING FORMED KEY j Oo o Oo o L 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESS # 4 @ 18"o.c. VERTICAL I STONE LAYER OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR OVER # 5 @ 18"o.c. VERTICAL DOWELS 3/8" CRUSHED STONE WHERE WET SUB -GRADE OCCURS. REF 01, TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 201 I 2 CLEAR WELTI GEOTECHNICAL, P.C. ' # 4 @ 14 o.c. HORIZONTAL EACH FACE REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH 2 x 4 CONTINUOUS FOOTING FORMED KEY CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 2 # 5 TOP & BOTTOM CONTINUOUS GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNIC i ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. 3 # 4 CONTINUOUS IN i DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATION WALL FOOTING FOUNDATIONS AND CONCRETE SLAB -ON GRADE. I LLJ CJJ O o O° 0 00 O 2 rn ° �' 1'-1" REFER TO STRUCTURAL o0� goo 0 0. Do° ° ° DD°D DQ DRAWING S1.2 FOR BOTTOM OF ° ° DD ° Q °' °D°Q °ppDD aDD D° Q a °QpQ 4--3 DpD FOOTING ELEVATIONS. TYPICAL. QDD° I QD Q° 3" CLEAR 3/4" = 1'-O" S3,4 SAME SIZE AND SPACING AS MASONRY WALL VERTICAL REINFORCEMENT TYPICAL. SET AND TIE IN PLACE PRIOR TO CONCRETE PLACEMENT. NO EXCEPTIONS APPROXIMATE FINISH GRADE Top of Concrete Slab on Grade _ ELEV. = 0'- 0" 0 # 4 @ 18"o.c. VERTICAL N REVISIONS 1'-1" CONFORMED SET MARCH 22, 2019 I VERTICAL MASONRY WALL REINFORCEMENT. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCEMENT. REBAR IS TO BE TIED IN PLACE WITH REBAR POSITIONERS IN CENTER OF MASONRY UNIT t.. I CELLS FOR FULL HEIGHT OF PARTITION. LOW LIFT GROUTING PROCEDURES TO BE USED. T. GROUT FILL SOLID FIRST MASONRY WALL COURSE SAME SIZE AND SPACING AS MASONRY WALL ! " CONTINUOUS LENGTH OF MASONRY WALL. VERTICAL REINFORCEMENT 4'-0" LONG I r TYPICAL. SET AND TIE IN PLACE PRIOR TO I" THICK HIGH DENSITY INSULATION CONCRETE PLACEMENT. NO EXCEPTIONS I AND SEALANT CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED APPROXIMATE FINISH GRADE j I� WITH 6 x 6 W2.1 x W2.1 WELDED WIRE FABRIC. To of Concrete Slab on Grade = I� ELEV. = 0'- 0" x x x x x x x T.SHELF ELEV. _ _ _�— aDD aDD D o n�� STATE PROJECT NO. REFER TO FOUNDATION PLAN °D a D aD pD Q°DD o DQQDDQQDo�°Q�D Q �° D °�DDQ D ° °� 132-0088 N °°p1, a°DD `" 5 1/2" o° 0Da o° o Phase 1 of 4 I o o ° VAPOR RETARDER # 3 CONTINUOUS TIE ° � 10 1/2" 6 ° 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED STONE LAYER OVER 16" MINIMUM LAYER OF # 4 @ 18"o.c. VERTICAL i COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB- # 5 @ 18"o.c. VERTICAL DOWELS GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S 2" CLEAR REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. # 4 @ 14"o.c. HORIZONTAL EACH FACE REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH 2 x 4 CONTINUOUS FOOTING FORMED KEY CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN O 2 # 5 TOP & BOTTOM CONTINUOUS I GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. O 3 # 4 CONTINUOUS IN I DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR FOUNDATION WALL FOOTING FOUNDATIONS AND CONCRETE SLAB -ON GRADE. w o I ° O U ° 0 I 0 00 cI ° O REFER TO STRUCTURAL m o0U Oo � o O DRAWING S1.2 FOR BOTTOM OF FOOTING ELEVATIONS. TYPICAL. DD °DA 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE A� 3 CLEAR OVER NATURAL INORGANIC SOILS OF COMPACTED F--� 6 1-4 6 STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. Q V 21-411 FOR FOOTING EXCAVATION REQUIREMENTS. � Woo SECTION 3/4" = 1'-0" S3.4 O Z rT� rT W CLIP L6 x 6 x 3/8 x 6" LONG GALVANIZED. WELD �'CHANNELJAMB C 9 x 15 GALVANIZED CHANNEL JAMB TYPICAL TO INSIDE FACE OF CHANNEL WEB. PROVIDE2" EACH SIDE OF THE GARAGE DOOR OPENINGS M••� SLOTTED HOLE PARALLEL TO FOUNDATION ill ( O WALL TO RECEIVE EXPANSION ANCHOR. I 3/4" x 1/8" x 7" LONG PLUS 1" HOOK I GALVANIZED STRAP ANCHORS ELEV. - 12'-0" O SPACED @ 24"o.c. VERTICAL. WELD 3/4" DIA. GALVANIZED HILTI 1'-0" 4„ ' I TO INSIDE FACE OF CHANNEL WEB. - KWIK BOLT. 4 3/4" MINIMUM 'B' I I B' ! CONCRETE EMBEDMENT. TWO(2) # 5 VERTICAL IN SOLID GROUTED CELLS FULL HEIGHT 72 'A' -'A' 'A' ' I 1 A' 'B'-'B' OF MASONRY PARTITION. I 1" THICK HIGH DENSITY INSULATION AND SEALANT CONTINUOUS I 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 x000 x D a ° Q I - a D a0D D� Do Dp D p opaQ pD Q oQQaDDQQaD°�°D D o °O°D a°DD 0 o O0 goo O O VAPOR RETARDER I 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED STONE LAYER OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB -GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI 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 WELTI GEOTECHNICAL, P.C. DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR I i Q ° DD DQ A QDpDQD° ° D °D 1'-2" 6" 6" 2'-2" FOUNDATIONS AND CONCRETE SLAB -ON GRADE. 3" CLEAR 0 go° °D D aDD° 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 2 3/4" = 1'-0" S3.4 T p of Concrete Slab on Grade ER 8 AL - PITCH SLAB DOWN 1/8 PER FOOT - — ELEV. = 0' - 0" x x x x x x _x_x x x x x x x x x I doa D - dd dod d— d a 4 Oda0Da0pg'4A4AOpp DdaO7dD°0°ad ae 0 d e0p DD 0 p ODD 00D° 00 pa004°a04 I I —_- DDD °a a DD° °DD °DDQDD D°D°D77 - Q °D QQDDQ a �DD O DD00 DDQQaDD°QaD R, D D ° o o g � / CONTINUOUS MASONRY BOND BEAMS SPACED @ 4'4'o.c. 2 x 4 CONTINUOUS FOOTING FORMED KEY Oo 0 Oo o VAPOR RETARDER _ FULL HEIGHT OF MASONRY WALL. REINFORCED BOND ED i 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED PROCESSED BEAMS WITH 2 #5 CONTINUOUS GROUTED IN SOLID. # 4 @ 18"o.c. VERTICAL I STONE LAYER OVER 16" MINIMUM LAYER OF COMPACTED I STRUCTURAL FILL SOIL MATERIAL ON NATURAL SOILS OR OVER �. # 5 @ 18 o.c. VERTICAL DOWELS 01, 3/8" CRUSHED STONE WHERE WET SUB -GRADE OCCURS. REFER BY TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 # 4 @ 14 o.c. HORIZONTAL EACH FACE I I BY WELTI GEOTECHNICAL, P.C. 77 REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH 2 x 4 CONTINUOUS FOOTING FORMED KEY CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH ; _ CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 2 # 5 TOP & BOTTOM CONTINUOUS I GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL i ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. /— 8" REINFORCED MASONRY EXTERIOR PARTITION. PROVIDE #5 @ 24"o.c. 3 # 4 CONTINUOUS IN DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR z VERTICAL FULL HEIGHT OF WALL. GROUT IN SOLID WITH f'c = 3,000 p.s.i. FOUNDATION WALL FOOTING T FOUNDATIONS AND CONCRETE SLAB -ON GRADE. GROUT. USE LOW LIFT GROUTING PROCEDURES ONLY. NO EXCEPTIONS. Q PROVIDE FULL MORTAR BEDDING FULL HEIGHT OF WALL. NET AREA I o _ COMPRESSIVE STRENGTH OF MASONRY WALL TO BE f'm = 2,000 p.s.i. o o ° o I o 00 0 _ PROVIDE No. 9 GALVANIZED TRUSS TYPE HORIZONTAL REINFORCEMENT �2o r, �� ' SPACED @ 16"o.c. REFER TO STRUCTURAL oo goo °o DRAWING S1.2 FOR BOTTOM OF r ° DD ° A °D ° a Q a °DQD° Dp DDpD D Q apD° FOOTING ELEVATIONS. TYPICAL. -- I n 3 C LEAR 6" 1'-4" 611 SAME SIZE AND SPACING AS MASONRY WALL So - CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 VERTICAL REINFORCEMENT 4'-0" LONG N CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF 214" TYPICAL. SET AND TIE IN PLACE PRIOR TO <, / GROUT FILL SOLID FIRST MASONRY WALL DEFORMED BAR REINFORCING FOR MASONRY WALLS" CONCRETE PLACEMENT. NO EXCEPTIONS BOTTOM 1 1/2 COURSE CONTINUOUS STRUCTURAL DRAWING S4.OA FOR SPACING OF BOND BEAMS. LENGTH OF MASONRY WALL. - GROUT FILL SOLID FIRST MASONRY WALL COURSE S E C T 10 N 6 APPROXIMATE FINISH GRADE CONTINUOUS LENGTH OF MASONRY WALL. 3/4" = 1'-0" - Top of Concrete Slab on Grade - S3.4 - 1" THICK HIGH DENSITY INSULATION LEV. = 0' - 0" _ Da Da Da Da Da AND SEALANT CONTINUOUS 5" THICK CONCRETE SLAB -ON GRADE REINFORCED """ _ w- z 1VAPOR RETARDER # 4 @ 14 o.c. HORIZONTAL EACH FACE 10 1/2 I 4" MINIMUM THICK LAYER OF 3/4" MINUS CRUSHED # 5 @ 18"o.c. VERTICAL DOWELS I PROCESSED STONE LAYER OVER 16" MINIMUM LAYER OF COMPACTED STRUCTURAL FILL SOIL MATERIAL ON NATURAL 2 x 4 CONTINUOUS FOOTING FORMED KEY SOILS OR OVER 3/8" CRUSHED STONE WHERE WET SUB - GRADE OCCURS. REFER TO GEOTECHNICAL ENGINEER'S 2 # 5 TOP &BOTTOM CONTINUOUS I REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. 3 # 4 CONTINUOUS IN FOUNDATION WALL FOOTING I REMOVE ALL EXISTING FILLS, TOPSOIL, SUBSOILS BENEATH CONCRETE SLAB -ON GRADE FLOORS AND REPLACE WITH CONTROLLED FILL CONFORMING TO GRADATION AS NOTED IN 0 0 o I 3" CLEAR GEOTECHNICAL ENGINEER'S REPORT. REFER TO GEOTECHNICAL `-' o 00 o ENGINEER'S REPORT CREATED BY WELTI GEOTECHNICAL, P.C. REFER TO STRUCTURAL ° DATED APRIL 19, 2018 FOR ALL SITE SOILS PREPARATION FOR DRAWING 51.3 FOR BOTTOM OF Q Da QD D° oa Q aOpD°D° D° DDDp °oQ ap ° FOUNDATIONS AND CONCRETE SLAB -ON GRADE. FOOTING ELEVATIONS. TYPICAL. QaD D D ° a DQ 3 CLEAR 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE 6" 1'-4" 6" OVER NATURAL INORGANIC SOILS OF COMPACTED STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S 2f-411 REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. SECTION r8 3/4" = 1'-011 53.4 0o a�ID40�°°�°�aDQO°o°°o°DaD °o°p°v°DoD opo°DaD o°°o°D D°D °oS°Q°D°D pao�e e� �ao�e D°pp4pDaP�e sp�poa�e --_- 2 # 5 TOP & BOTTOM �.°,o�Q�Dn°oD°° °oQDp°°D °Q °oDQD°oD °Q °oQDp°°D °Q aoDQD°D°D �0 0 CONTINUOUS - # 3 CONTINUOUS TIE N # 4 @ 12"o.c. HORIZONTAL EACH FACE # 5 @ 12"o.c. VERTICAL DOWELS -2" CLEAR TYPICAL 2 x 4 CONTINUOUS • FOOTING FORMED KEY 6 # 4 CONTINUOUS TOP AND BOTTOM #5 @ 12"o.c. IN TOP OF FOOTING IN FOUNDATION WALL FOOTING FOR LENGTH OF FOOTING. If I < o . . . . . o w 0 0 p 0 00 O J O U QQo o¢r10 N o0U goo oo REFER TO STRUCTURAL Gad dOQo D ° a pD°°DD QaD ° aaD°a°DD D D° DRAWING S1.2 FOR BOTTOM OF 0 p0 dOaDADpD° ° Q QD4D°°° D Q DeDQD AD°D nDD° DD w d 0� Q Q p Q Q ° Q aDD° FOOTING ELEVATIONS. TYPICAL. U OD oD pD °QaD p D pD AQaD p QD Q° QD 6" MINIMUM THICK LAYER OF 3/8" CRUSHED STONE BASE OVER NATURAL INORGANIC SOILS OF COMPACTED 3" CLEAR TYPIC L STRUCTURAL FILL. REFER TO GEOTECHNICAL ENGINEER'S REPORT DATED APRIL 19, 2018 BY WELTI GEOTECHNICAL, P.C. FOR FOOTING EXCAVATION REQUIREMENTS. 1'-9" 1'-0" 1'-9" 4'-6" SECTION r5 3/4" = 1'-0" S3.4 I RARD AND OMPANY i-I_P STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860) 563 - 3820 ,epeGONtv Qa uu a oa��op! I F G N 15911 o �� 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. S3.4 09 6" EQ EQ 1/211 I_ PROVIDE OPENING IN CMU WALLTO INSTALL BEAM. FILL SOLID WITH i 1/4„ TYPICAL MASONRY AFTER BEAM IS INSTALLED. 1 (2) 3/4" DIA. x 4" LONG SHEAR h >` • STUD WELDED TO BEARING PLATE W 1 `> IX I f- 4 z W 11/ J N STEEL BEAM, REFER CMU WALL, REFER TO SCHEDULE FOR TO FRAMING PLAN. REINFORCING AND ARCHITECTURAL 3/8" THICK BEARING PLATE. DRAWINGS FOR LAYOUT BEAM j %A/Mr: M ANGE STEEL BEAM, REFER TO FRAMING PLAN. 2 3/4" - 1/4'1 TYPICAL N I� 2 3/4"�� 3/8" THICK BEARING PLATE. . EQ EQ MASONRY MASONRY TYPICAL STEEL BEAM AND LINTEL BEARING ON MASONRY WALL DETAILS I 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 LEVEL TO PROVIDE COMPLETE BEARING OF STEEL BEAM. PITCH BEARING PLATE AS REQUIRED FOR BEAM PITCH. REFER TO FRAMING PLANS FOR BEAM ELEVATIONS. CONCRETE FLOOR SLAB CONSTRUCTION REFER TO FRAMING PLANS. 1/4" BENT PLATE x 4" LONG AT 3 6" 48" o.c. EMBEDDED IN MASONRY WALL. COORDINATE DIMENSIONS N WITH FIELD CONDITIONS. STEEL FRAMING, REFER TO �I FRAMING PLAN FOR SIZE. MASONRY FIREWALL, REFER TO SCHEDULE 211_1 FOR REINFORCING. REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT. 1/4" BENT PLATE x 4" LONG AT 48" ox. SET TIGHT TO MASONRY WALL. COORDINATE DIMENSIONS WITH FIELD CONDITIONS. 3/16"' TYPICAL -rvoirAll nnAcnK1DV CIDMA/All i rnnin1crT1nn1 nGTAII /� I T f 1\.f'�L IVI/'1JVIV1\1 1 11\ VVf'1�.L <..VIVIVL\.I IIlIV VL It'�IL I � NOT TO SCALE S4.0 SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS MAXIMUM MINIMUM HORIZONTAL MINIMUM VERTICAL lNAlI LnrATlnrnl REINFORCING REINFORCING nrnnnnvc I1CI1711 I ISCIVIIAM\J WIRE SIZE SPACING SIZE SPACING AND THICKNESS OF WALL* EXTERIOR CENTER REBAR IN CELL AND MAINTAIN REBAR WALLS 8" CMU 16'-0" (2) W1.7 16" # 5 48" LOCATION WITH BAR POSITIONERS. PROVIDE ONE BAR EACH SIDE OF CELL MAINTAIN 12" CMU 18'-0" (2) W1.7 1611 (2) # 5 4811 MINIMUM ACI CLEARENCE FOR GROUT WITH BAR POSITIONERS PROVIDE ONE BAR EACH SIDE OF CELL MAINTAIN 28'-0" (2) W1.7 16" (2) # 6 32" MIN. ACI CLEARENCE FOR GROUT WITH BAR POSITIONERS INTERIOR 4" CMU (2) W1.7 1611 NA NA PROVIDE TIES TO BACK-UP MASONRY NOT LESS WALLS THEN 6" CMU. PROVIDE No. 9'Z' BENTTIES SPACED 24" HORIZONTAL AND 16" VERTICAL FOR LENGTH OF WALL 6" CMU 16'-811 (2) W1.7 16" # 4 120" FOR WALLS SPANNING HORIZ. OR VERTICAL 21'-411 (2) W1.7 16" # 4 48" FOR VERTICAL SPANNING WALLS ONLY 8" CMU 16'-8" (2) W1.7 1611 # 4 120" FOR WALLS SPANNING HORIZ. OR VERTICAL 26'-011 (2) W1.7 16" # 4 48" FOR VERTICAL 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. @ 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 UNLESS ELEVATION NOTED ON PLAN OR IN SECTIONS. 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 AT TOP 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 VERTICALLY WITH JOINT REINFORCEMENT AT 16" ox. STEEL LINTEL SCHEDULE MASONRY OPENING S I Z E MASONRY OPENING S I Z E TYPICAL - FOR EVERY 4" WYTHE OF MASONRY 6" MASONRY PARTITIONS UP TO 3'-4" ONE ANGLE - L4(V) x 3 1/2 x 1/4 UP TO 3'-4" WT 4 x 9 FOR EACH 4" OF MASONRY THICKNESS 3 -5 TO U-011 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 8'-011 ONE ANGLE - L6(V) x 3 1/2 x 3/8 6'-011 TO 8'-0" WT 7 x 13 FOR EACH 4 OF MASONRY THICKNESS TYPICAL - EXTERIOR MASONRY VENEER DESIGNATED STEEL LOOSE LINTELS UP TO T-4" L5 x 5 x 5/16 GALVANIZED 3'-511 TO 6'-011 L5 x 5 x 3/8 GALVANIZED 6'-111 TO 8'-011 L5 x 5 x 7/16 GALVANIZED 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" EACH BEARING END WITH 1/2" DIA. ANCHOR BOLT 6" LONG PLUS 3" HOOK IN SOLID GROUTED MASONRY CELLS. 10.COMBINE 4" MASONRY WYTHE PLUS 6" MASONRY WYTHE LINTELS FOR ALL 101, MASONRY WALLTHICKNESS. MASONRY REINFORCING TENSION LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE BAR SIZE 8" CMU 101, CMU 12" CMU # 3 1211 1211 1211 # 4 1511 1211 1211 # 5 2311 1811 1511 # 6 4311 34" 2811 # 7 6011 4611 3811 # 8 7211 7111 5711 # 9 8211 8211 74" NOTES 1. COMPRESSIVE STRENGTH OF MASONRY = f rr 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. - TY 1 FLOOR OR ROOF CONSTRUCTION. 3/16" V 1" TYPICAL 14 TYPICAL OPEN WEB STEEL FLOOR 1" CLEAR-] A 3/1611 1" OR ROOF JOIST. x r 1/4" BENT PLATE 3" 3" 1 1/2 x 1 1/2 x 1/4 AT 48" ox. WIDE EACH SIDE OF 6" CONTINUOUS MASONRY BOND BEAM, WALL AT 48" o.c. DCCCD Tr)CrUMI 11 C CnD cDnrinlf INTERIOR MASONRY WALL, REFER I�LILI� I� J\.I 1l_VVl-L. 1 V11 J1f1t.I1VV TO ARCHITECTURAL DRAWINGS AND TYPICAL REINFORCING. FOR SIZE AND LOCATION. r2 WALL UNDER STEELJOIST WIDE FLANGE STEEL BEAM r 1/4" BENT PLATE 3" WIDE EACH 6 I SIDE OF WALL AT 48" o.c., COORDINATE HORIZONTAL LEG WITH FIELD CONDITIONS. INTERIOR MASONRY WALL, REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION. r' WALL UNDER STEEL BEAM FLOOR OR ROOF CONSTRUCTION. 3/16" �- -TYPICAL 1 1/2" CLEAR CONTINUOUS MASONRY BOND BEAM, REFER TO SCHEDULE FOR SPACING AND TYPICAL REINFORCING. 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 TPIC,AL OPEN WEB STEEL FLOOR / OR ROOF JOIST. CONTINUOUS MASONRY BOND BEAM, REFER TO SCHEDULE FOR SPACING AND TYPICAL REINFORCING. WIDE FLANGE STEEL BEAM MASONRY WALL SHALL EXTEND TO 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" `- 1 1/2 x 1 1/2 x 1/4 AT 48" ox. Yv :t CONTINUOUS MASONRY BOND 1/4" BENT PLATE 3" 3" BEAM, REFER TO SCHEDULE FOR f WIDE EACH SIDE OF 6" i YHi -AL REiivFORCiivG. WALL AT 48" o.c. INTERIOR MASONRY WALL, REFER a TO ARCHITECTURAL DRAWINGS r FOR SIZE AND LOCATION. WALL BETWEEN PARALLEL STEEL BEAMS NOTES: 1. PROVIDE CONTINUOUS MASONRY BOND BEAMS IN ACCORDANCE WITH SCHEDULE OF DEFORMED BAR REINFORCING IN MASONRY WALLS. 2. PROVIDE FULL BED MORTAR JOINTS AT TOP 3 COURSES OF MASONRY WALLS, TYPICAL. 3. DIMENSIONS SHOWN IN TYPICAL DETAILS ARE MINIMUM, HORIZONTAL AND VERTICAL LEGS OF CLIPS SHALL BE ADUJSTED TO FIT ACTUAL FIELD CONDITIONS. 4. PROVIDE A MINIMUM OF TWO (2) CONNECTION POINTS PER SEGMENT OF WALL. LOCATED CLIPS WITHIN 2'-0" OF WALL SEGMENT ENDS. TYPICAL TOP OF MASONRY WALL LATERAL SUPPORT DETAILS NOT TO SCALE 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 T-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" 1211 x 8" 2 # 4 12" CMU T-4" UP TO 5'-11" 1211 x 8" 2 # 5 6'-O" 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. MASON CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING OF MASONRY LINTELS UNTIL GROUT HAS ACHIEVED REQUIRED COMPRESSIVE STRENGTH OR A MINUM OF TWENTY EIGHT(28) DAYS. VERTICAL REINFORCING EACH SIDE OF CONTROLJOINT, REFER TO SCHEDULE FOR SIZE. CONTROL JOINT (CJ) NOTE: TERMINATE HORIZONTAL BONC BEAM REINFORCING EACH SIDE CONTROL JOINT (NOT SHOWN). HORIZONTALJOINT REINFORCING, REFER TO SCHEDULE FOR SIZE AND SPACING. TERMINATE EACH SIDE OF CONTROL JOINT. CONTINUOUS VERTICAL PREMOLDED JniIJIIT FILLER FIT (INTO SASH BLOCK. BACKER ROD AND CAULK. SASH BLOCK EACH SIDE OF JOINT. TYPICAL MASONRY WALL CONTROL JOINT NOT TO SCALE 5 _OOSE STEEL LINTEL OR MASONRY BOND 3EAM, REFER TO PROJECT SCHEDULES :OR SIZE AND APPLICATION. FLOOR OR ROOF CONSTRUCTION. OPEN WEB STEEL FLOOR OR ROOF JOIST. CLEAR ' TYPICAL 3/16" 1"}• \\- 1/4" BENT PLATE 3" 3" F- CONTINUOUS MASONRY BOND WIDE EACH SIDE OF 611 BEAM, REFER TO SCHEDULE_ FOR WALL AT 48" o.c. SPACING AND TYPICAL REINFORCING. INTERIOR MASONRY WALL, REFER FA k11'1 TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION. _WALL PERPENDICLAR TO STEEL JOISTS N07FE: REFER TO "WALL PARALLEL TO DECK SPAN" FOR LOCATIONS WHERE JOIST SPACING EXCEEDS 48" ox. 5. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIOR MASONRY PARTITIONS AND TYPICAL HEAD AND FIRESTOPPING DETAILS AS REQUIRED. COORDINATE WITH PROJECT SPECIFICATIONS. 6. REFER TO FRAMING PLANS FOR STRUCTURAL MEMBER LAYOUTS 7. REFER TO MASONRY SPECIFICATIONS FOR HORIZONTALJOINT REINFORCING, MORTAR, GROUT, TIES, AND MISCELLANEOUS ACCESSORIES. " 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 CONTINUOUS VERTICAL REINFORCING WITHIN 16" OF EACH SIDE OF OPENING. COORDINATE -OCATION WITH LINTEL BEARING. TYPICAL HORIZONTAL JOINT REINFORCING AT 16" o.c. REFER f0 PROJECT SPECIFICATIONS. 'ROVIDE ADJUSTABLE RECTANGULAR -AVITY WALL TIES AT ALTERNATE COURSES 4T OPENINGS IN CAVITY WALLS ONLY. REFER TO PROJECT SPECIFICATIONS. PROVIDE ADDITIONAL HORIZONTAL JOINT REINFORCING AT FIRST COURSE ABOVE AND BELOW WALL OPENING, EXTEND 24" PAST EACH SIDE OF THE OPENING. I YF'IC.AL TYPICAL REINFORCING AT MASONRY WALL OPENINGS 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 36T ARE PRESENT. GROUT CELLS SOLID AT REINFORCING LOCATIONS ONLY UNLESS OTHERWISE NOTED IN SCHEDULE. HORIZONTAL REINFORCING, REFER TO SCHEDULE FOR SIZE AND LOCATION. MINIMUM 4'-0" LONG CROSS WALL TO 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:, TO FLOOR OR ROOF FRAMING ABOVE WHERE HORIZONTAL SPANS BETWEEN = ADEQUATE CROSS WALLS EXCEED 36T OR GREATER THAN 36T REATER THAN 61. CANTILEVERED WING WALLS EXCEED 6T. TYPICAL PLAN FOR LATERAL SUPPORT REQUIREMENTS FOR INTERIOR NON -LOAD BEARING PARTITIONS 6 NOT TO SCALE S4.0 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 TYPICALTOP 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 J I /-1 I C I�tCVJCI.r 1 IVV. 132-0088 N Phase 1 of 4 I RARD AND OMPANY _L P STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860) 563 - 3820 `p�euzuue�oi�.o� I Al 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. S490A CD 0 N N 0 N L a� E z .o z STEEL COVER PLATE AND BOLTED SUPPORT CONNECTION SIZED FOR DESIGN LOADS INDICATED IN FRAMING SECTIONS. I CJ P 1/2" THICK END PLATE WELDED TO STEEL FRAMING, REFER TO SUPPORTED BEAM AND BOLTED TO Cl InDnD I1n1c 1T n DEANA \A/1-rU \A/FRAMING PLAN FOR SIZE. Jvrrvn11l14u OF-MIVI VV1n I VVV ROWS OF HIGH STRENGTH BOLTS. TYPICAL WF BEAM THRU-CANTILEVER DETAIL 4 NOT TO SCALE S4.OB NOTES: 1. BOLTED CONNECTIONS BETWEEN COVER PLATE AND TOP FLANGE OF BEAMS MAYBE SUBSTITUTED FOR A WELDED CONNECTION AT STEEL DETAILERS OPTION. 2. STEEL DETAILER SHALL PROVIDE CONNECTION DESIGN FOR THE LOADS PROVIDED. REFER TO FRAMING SECTIONS. 4 BEAM OR JOIST I I A 11 I I A I I u1� BEAM OR JOIST "All L4(v) x 3 x 5/16 FRAME MEMBERS UNLESS OTHERWISE NOTED ON j FRAMING PLANS, DETAILS, OR SECTIONS. ATTACH DECK TO FRAME WITH 5/8" DIA, PLUG WELDS AT 12" o.c., TYPICAL p} AT EACH BEARING LOCATION. A L6(v) x 4 x 3/8 x 5" LONG CLIP, TYPICAL. TYP. JOIST SEAT DEPTH, REFER I 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. UPLIFTJOIST BRIDGING BY JOIST MANUFACTURER, REFER TO NET UPLIFT LOADING DIAGRAM FOR DESIGN LOADS. TYPICAL WIDE FLANGE BEAM BEARING DETAII./0073 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. CONTINUOUS PERIMETER ANGLE. PROVIDE WELDED, MITERED CONNECTION ATCORNE" L3x3x3/8 OUTRIGGER Al EACH PERIMETER SIDE. PERIMETER COLUMN! I I I I I I CORNER COLUMNS L6(v) x 4 x 3/8 x 5 LONG CLIP — CONTINUOUS LIGHT GAI 7 TYP TYP REFER TO TYPICAL DECK STOP BY DECK MANUFAI 3/16 2 3/16 2 CLOSURE DETAILS STEEL BEAM OR STEEL DECKING L4x4x5/16 WELDED TO F OPEN WEB JOIST AT EACH PERIMETER SID 3/1611 3" TYP. 3/161' 3" �P' COLUMN FACE EACH SIC DETAIL "A" DETAIL 11B11 TYPICAL STEEL DECK PENETRATION SUPPORT FRAME $ PERIMETER COLUI NOT TO SCALE S4.0B -- - I I NOTES: 1. GENERAL CONTRACTOR SHALL COORDINATE DIMENSIONS NOTED AS "A" WITH MECHANICAL CONTRACTOR. CORNER COLUIV 2. PROVIDE FRAME AT OPENINGS LARGER THAN 18" x 18" SQUARE AND AT PIPE GROUPINGS GREATER THAN 18" LONG. TYPICAL PERIMETER COLUMN DETAILS NOT TO SCALE REFER TO PLANS. kI LS BRACE IS REQUIRED WHEN CONCENTRATED LOAD IS LOCATED 6" OR MORE FROM JOIST PANEL POINT. m �. w LO �: o Z w w 0_ w O 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. N 0 O Lu m LL 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 -7r- "AII 1 WF BEAM OR JOIST "A11 Q L3 N L3x3x1/4 STEEL FRAME, TYPICAL AT O ALL ROOF DRAIN AND OVERFLOW Of Q J DRAIN LOCATIONS U.O.N. RD 11A11 "All Q W L3 CD WF BEAM OR JOIST L3 Q J I J WF BEAM OR JOIST RD 0- TYPICAL ROOF AND OVERFLOW DRAIN FRAME LAYOUTS NOT TO SCALE NOTES: 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 STRUCTURAL FRAMING PLANS OR NOT. 2. REFER TO TYPICAL ROOF DECK PENETRATION SUPPORT DETAIL FOR ATTACHMENTS OF ROOF FRAME TO PRIMARY STRUCTURAL STEEL FRAMING ELEMENTS. -,.` Top of Gymnasium Steel Framing — ELEV. = 25' - 4" 7 L4x4x1/2 JOIST BEARING SEAT, COORDINATE WITH TyP' JOIST MANUFACTURER. �— OPEN WEB STEEL JOIST, REFER JOIST SEAT DEPTH, REFER I TO FRAMING PLAN FOR SIZE. II PROVIDE DECK SUPPORT ANGLE WHERE PIPE TO FRAMING SECTIONS. I(� IS TO BE PLACED ADJACENT TO COLUMN. II COORDINATE PIPE SIZE AND LOCATION. DECK SPAN PROVIDE EXPANDED WIRE LATH FORMS II- WITH MECHANICAL CONTRACTOR. / —� AT GAPS BETWEEN FLOOR DECKING AND JII �- PIPING, CONDUIT, OR OTHER DECK I I STEEL COLUMN, TYPICAL. II :1 \� INTERFERENCE. TYP>—+ STEEL COLUMN, REFER ---------- TOJ COLUMN SCHEDULE FOR SIZE. �� I I UPLIFT JOIST BRIDGING BY JOIST - —= � — _ _ — — — - - - - 1 1/211 MANUFACTURER, REFER TO NET _ + Q UPLIFT LOADING DIAGRAM FOR DESIGN LOADS. I I I PROVIDE L3 x 3 x 3/16 MIN. DECK SUPPORTTOP OF DECK SUPPORT ANGLE SHALL 4" TY'P STABILIZER PLATE, DO NOT WELD ANGLES WHEN DIMENSION AIAND/OR BII . IS II,� / ` I' I(11CT R(lTTll�/I ('H(1Rr) T(1 PI AT. Fco�n-rrD runn, All nnin nAl i DEnnn Tn rBE FLUSH WITH TOP OF ADJACENT n,,,nnn, LB rVREAIER 111,14Y ANVAT MLL LJLMIVI Ill l,kJLVIV11v IV MOMENT CONNECTIONS. REFER TO FRAMING STEEL FRAMING, TYPICAL. L2 1/2 x 2 1/2 x 1/4, TYP.PLAN FOR MOMENT CONNECTION LOCATIONS. II TYPICAL HSS COLUMN JOIST BEARING DETAIL 2 WIDE FLANGE BEAM - I NOT TO SCALE S4.0B I'I NOTES: 1. MINIMUM JOIST BEARING LENGTH AND FINAL CONNECTIONS INCLUDING WELD AND BOLT SIZING SHALL BE AS SPECIFIED BY JOIST MANUFACTURER. TYPE A TYPICAL DECK SUPPORT DETAILS AT INTERIOR COLUMNS SUPPORT NOT TO SCALE STEEL DUNNAGE POST WITH 1/2" BASEPLATE, REFER TO FRAMING PLAN. PITCH POCKET OR ROOF FLASHING COMPATIBLE TYP' 1/4 i i WITH ROOFING SYSTEM. REFER TO FRAMING CUT AND REMOVE STEEL I I CUT AND PATCH ROOFING PLANS AND SECTIONS DECK AS REQUIRED FOR I I I TO MAINTAIN WARRANTY INSTALLATION OF POST. I I AT EXISTING CONDITIONS. 1' EOD III CONTINUOUS PERIMETER ANGLE STEEL FRAMING, REFER TO FRAMING PLAN. TYPICAL DUNNAGE STEEL POST BASE DETAIL i6 NOT TO SCALE NOTES: 1. REFER TO FRAMING PLANS FOR DUNNAGE FRAME SIZES AND LOCATIONS. B TYPE B BEAM CONTINUOUS DECK FINISH STRIP BEAM BY DECK MANUFACTURER. REFER TO FRAMING CONTINUOUS FLAT PLATE, DOT SHALL BE CONFIGURED PLANS AND SECTIONS STEEL ROOF DECK, REFER CON TO MATCH STEEL DECK. f;;i E DECK ATTACHMENT TO RIMETER STEEL BEAM. 1" EOD TO FRAMING PLAN. CONTINUOUS ----————— — — — — — — PERIMETER ANGLE STEEL OUTRIGGER, REFER DECK, REFER TO FRAMING SECTIONS G PLAN. STEEL OUTRIGGER, REFER STEEL BEAM, REFER STEEL BEAM, REFER TO FRAMING SECTIONS TO FRAMING PLAN. AND TYPICAL DETAIL. REFER TO FRAMING PLAN. :STEEL ROOF DECK REFER 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. BEAM STEEL ROOF DECK, REFER 0" EOD TO FRAMING PLAN. AND TYPICAL DETAIL. G PLAN. 'TO FRAMING PLAN. BEAM PARALLEL TO DECK SPAN BEAM PERPENDICULAR TO DECK SPAN DECK SPAN DIRECTION CHANGE TYPICAL ROOF DECK CLOSURE DETAILS NOT TO SCALE BEAM BEAM OUTRIGGER PLATE LENGTH CANTILEVER 1/4 2-12 I If STEEL BEAM JI LLL VV II\IVVLI\, REFER TO SECTIONS FOR SIZE AND LENGTH 1/4 V 2-12 STEEL PLATE, REFER TO SECTION FOR SIZE STEEL BEAM STEEL ANGLE OUTRIGGER CONTINUOUS STEEL PLATE TYPICAL STEEL FRAMING DETAILS NOT TO SCALE F BEAM I 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 C STEEL BEAM WEB WELDED TO BEAM ALIGNE WITH COLUMN FLANGES ABOV REFER TO TYPICAL DETAIL. THIC TO MATCH COLUMN FLANGES. BEAM STIFFENER PLATE COLUMN COLUMN TRANSFER GIRDER AT WIDE FLANGE AND HSS STEEL COLUMN HSS STEEL COLUMN 1/2" THICK PLATE WITH (4) 3/4" DIA. BOLTS CENTERED ON BEAM GAGE. 3/8" STIFFENER PLATE EACH SIDE OF WEB CENTERED BENEATH COLUMN AND WELDED TO BEAM, REFER TO TYPICAL DETAIL. BEAM and RIDGE � BEAM BEAM BEAM BEAM BEAM BEAM ( 1 ) I n13 vvI II I JI\11 11LV v/ 11I I I IVIV Ivlr INVI I'l\.I VI\LI\. PROSCENIUM STEEL GIRDER ELEVATION 3/811 = 1'-011 REVISIONS CONFORMED SET MARCH 22, 2019 J I A I E PRVJEIl I IV V. 132-0088 N Phase 1 of 4 I RARD AND OMPANY 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 TYPICAL FRAMING DETAILS and PROSCENIUM STEEL GIRDER ELEVATION DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4.0B Top of Roof Fral ELEV. = 14' - 0" 1'-3 1/2" EOD 4" T� of Roof Framing _ ELEV. = 14' - 0" 1" CLEAR TYPICAL 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. 6" DEEP 20 GAGE JOIST SECTION DIAGONAL BRACE. ATTACH TO EACH VERTICAL TRUSS CHORD WITH THREE(3) No. 12 SELF -DRILLING SCREWS. COLD -FORMED STEEL ROOF TRUSSES SPACED @ 4'-0"O.C. 6" DEEP 20 GAGE JOIST SECTION HORIZONTAL CONTINUOUS FOR LENGTH OF ROOF TRUSS FRAMING AREA. ATTACH TO EACH VERTICAL TRUSS CHORD WITH THREE(3) No. 12 SELF -DRILLING SCREWS. COLD -FORMED STEEL DIAGONAL BRACE EACH HORIZONTAL * * COLD FORMED STEEL BRACE BY COLD FORMED STEEL CONTRACTOR. REFER TO COMPONENT AND CLADDING DESIGN WIND PRESSURES CHART STRUCTURAL DRAWING S0.1. I ' STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 6" DEEP - 18 GAGE STUDS @ 16"o.c. MINIMUM STUD REQUIREMENTS WITH SLIP TRACK CONNECTED TO BOTTOM FLANGE OF STEEL FRAMING. LIGHT GAGE FRAMING TO BE DESIGNED AND SUPPLIED BY COLD FORMED STEEL CONTRACTOR. REFER TO SPECIFICATION SECTION 05 40 00. I CEILING LINE I , I I i I SECTION r3 L I CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO TOP OF JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. 0 CONTINUOUS DECK FINISH STRIP 1 1/2 DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. I L3(V) x 2 x 5/16 CONTINUOUS BRACE SUPPORT. REFER TO PLAN FOR LOCATIONS. FILLET WELD • *0 •] ON 1101 =0 IN m •' on 101' � ----------------o�......�..—--...�.. I� L4 x 4 x 1/2 x 4" LONG JOIST BEARING SEAT - FILLET WELDED TO COLUMN FACE. COORDINATE WITH JOIST MANUFACTURER. PROVIDE ERECTION BOLTS. `-- TYPICAL BOTTOM CHORD EXTENSION AT COLUMN LOCATIONS ONLY, TYPICAL. PROVIDE STABILIZER PLATE WELDED TO COLUMN FACE I DO NOT FIELD WELD BOTTOM CHORD TO PLATE. I 1 I CONTINUOUS L2 x 2 x 3/16 JOIST UPLIFT BRIDGING BY JOIST MANUFACTURER. FIELDWELDTO BOTTOM CHORD AT FIRST PANEL POINT, TYPICAL. 1 I OPEN WEB STEEL JOIST, REFER TO FRAMING PLANS FOR SIZE, DESIGNATION AND LAYOUT. CEILING LINE SECTION 9 1" =1'-0" S4.1 Top_of Roof Framing'— ELEV. = 14' - 0" L ---F71 1 1/2" CLEAR Top of Roof Frami ELEV. = 14' - 0" ATTACH DECK EDGE TO CONTINUOUS RIDGE COLD FORMED BENT PLATE WITH No. 12 SELF -DRILLING SCREWS SPACED @ 12"o.c. FOR LENGTH OF ROOF RIDGE 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO / PROJECT SPECIFICATIONS FOR ATTACHMENT TO COLD -FORMED STEEL TRUSS FRAMING. 12 7 ' I i I I WIDE FLANGE STEEL BEAM, REFER TO FRAMING PLANS FOR SIZE. SECTION 2 1" = 1'-0" S4.1 6 s-- CONTINUOUS COLD FORMED 20 GAGE BENT RIDGE CLOSURE PLATE ATTACHED TO TOP OF ROOF DECK TYPICAL. — CONTINUOUS COLD FORMED 20 GAGE BENT RIDGE PLATE ATTACHED TO EACH \ \ TRUSS TYPICAL. 3 3„ RUSS TOP CHORD 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB ' STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO COLD -FORMED STEEL TRUSS FRAMING. 12 7 / / � I / / 1'-1" a / ATTACH DECK EDGE TO CONTINUOUS COLD FORMED BENT PLATE WITH No. 12 I' ' COLD -FORMED STEEL ROOF SELF -DRILLING SCREWS SPACED @ / ^_ / /' TRUSSES SPACED @ 4'-0"O.C. 12"o.c. FOR LENGTH OF ROOF EDGE 77 / TRUSS CLIP CONNECTION TO STEEL J FRAMING BY TRUSS MANUFACTURER - --� — ------------ T—------------- — --— — — — — — — + + —"' - — I To of Roof Framgin_ - -- 5 CONTINUOUS COLD FORMED 20 GAGE BENT PLATES ATTACHED TO EACH TRUSS END TYPICAL. 1 1/2" VERTICAL AND HORIZONTAL LEGS 1" CLEAR TYPICAL YA XA I 1 1 I 2" MINIMUM EXPANSION JOINT CONTINUOUS DECK FINISH STRIP 1 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. I REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. 1 STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. I I � SECTION $ I 1 111= 1'-0" S4.1 NY CONTINUOUS L6(V) x 4 x 5/16 WITH CLIP L6(V) x 4 x 5/16 x 3" LONG SECTION 5 SPACED @ 36"o.c. FILLET WELDED TO VERTICAL LEG. PROVIDE SLOTTED HOLE FOR HORIZONTAL ADJUSTMENT. PROVIDE ERECTION 1" =1'-0" S4.1 BOLT CLIP TO BEAM FLANGE. FIELD WELD CLIP TO TOP OF BEAM FLANGE WITH 1/4" FILLET AT CLIP END AFTER CLIP IS SET IN PLACE. 3 1/2" CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE CONTINUOUS 20 GAGE ROOF BOLT BLOCKING TO CONTINUOUS RIB STEEL ROOF DECK. REFER TO PROJECT DECK FINISH STRIP CONTINUOUS. ANGLE WITH 1/2" DIA. CARRIAGE SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. I BOLTS SPACED @ 36 o.c. I — Li x 4 x 3/8 CLIP EACH SIDE OF WINDOW POST I WELDED TO UNDERSIDE OF BEAM BOTTOM FLANGE. BOLT TO FRAME POST WITH 3/4" DIA. A325N BOLT. 1 I PROVIDE 2" LONG VERTICAL SLOTTED HOLE IN I I I I VERTICAL LEG OF CLIP ANGLE. LOCATE BOLT IN I I I T: I BOTTOM OF SLOTTED HOLE. - I 11 HSS 5 x 3(V) x 5/16 TUBE STEEL I FRAME VERTICAL POST SUPPORT. I II I I II F--- ;- I I I NOTE: REFER TO ROOF FRAMING PLANS FOR WINDOW FRAME, W.FR., LOCATIONS. 1 1/2 HSS TUBE STEEL FRAME SECTION r7 To of Roof Framin ELEV. = 1410 op of Roof Framing— ELEV. = 14' - 0" STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. I CONTINUOUS L6 x 4(V) x 5/16 CURTAIN WALL SUPPORT. PROVIDE SLOTTED HOLE FOR HORIZONTAL ADJUSTMENT. PROVIDE ERECTION BOLT FOR ANGLE TO BEAM FLANGE. FIELD WELD ANGLE TO BOTTOM OF BEAM FLANGE WITH 1/4" FILLET WELD 2" LONG SPACED @ 24"o.c. FOR LENGTH OF ANGLE ONCE ANGLE IS SET IN PLACE. I I CEILING LINE NOTE: I REFER TO ROOF FRAMING PLANS FOR WINDOW FRAME, W.FR., LOCATIONS. I SECTION r6 _0 S4.1 S4.1 CONTINUOUS COLD FORMED 20 GAGE BENT PLATES ATTACHED TO EACH TRUSS END TYPICAL. I I 4_! CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO 1 �t TOP OF BEAM WEB. WELD DECK EDGE TO I �_,_ M TOP OF HORIZONTAL ANGLE LEG. 1 1/2" DEEP WIDE RIB - 18 GAGE - I -_ GALVANIZED WIDE RIB STEEL ROOF DECK. 1 REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STEEL FRAMING. To of Roof Framing ELEV. = 14' - 0" STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CONTINUOUS 6" DEEP 20 GAGE COLD FORMED JOIST SECTION LENGTH OF ROOF AREA. ATTACH TO VERTICAL CHORDS WITH THREE(3) NO. 12 SELF -DRILLING SCREWS. COLD -FORMED STEEL PARTITION DIAGONAL BRACE EACH TRUSS BY COLD FORMED STEEL CONTRACTOR. REFER TO COMPONENT AND CLADDING DESIGN WIND PRESSURES CHART STRUCTURAL DRAWING S0.1. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 6" DEEP - 18 GAGE STUDS @ 16"o.c. MINIMUM STUD REQUIREMENTS WITH SLIP TRACK CONNECTED TO BOTTOM FLANGE OF STEEL FRAMING. LIGHT GAGE FRAMING TO BE DESIGNED AND SUPPLIED BY COLD FORMED STEEL CONTRACTOR. REFER TO SPECIFICATION SECTION 05 40 00. � I ------------------ -- CEILING LINE I li� 11 II �I SECTION 1 1" = 1'-0" S4.1 / 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. / 12 / 7 / / 43/411 / i / r / / / / / / COLD -FORMED STEEL ROOF HiTRUSSES SPACED @ 4'-0"O.C. m CONTINUOUS 6" DEEP 20 GAGE COLD FORMED JOIST SECTION LENGTH OF ROOF AREA. ATTACH TO VERTICAL CHORDS WITH THREE(3) NO. 12 SELF -DRILLING SCREWS. TRUSS CLIP CONNECTION TO STEEL FRAMING BY TRUSS MANUFACTURER SECTION r4 1" = 1'-0" 54.1 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 I RARD AND OMPANY M STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 O.�J 9U ,t 5811 �C ��o E N S�� •'`4voo effffpi16191141, MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 663-6164 TITLE ROOF FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4el CONTINUOUS L6(V) x 4 x 3/8. FILLET WELD TO TOP OF JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. 1 1/2" DEEP - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT -T 0 5 T EEL FRAMING. L2 x 2 x 3/16 BRACE (BR.) REFER TO PLAN FOR LOCATIONS. FILLET WELD TO STEEL SUPPORTS EACH END. L3(V) x 2 x 5/16 CONTINUOUS BRACE SUPPORT. REFER TO PLAN FOR LOCATIONS. FILLET WELD !l� A /1f 111I (`T Tl1fl /•I illl'lfl Eii Cii W-Ar ■.. E" CONTINUOUS L6(V) x 4 x 3/8. FILLET WELD TO TOP OF JOIST TOP CHORD. WELD DECK Pn(jF T(1 Tnp nF I-InP17nr\ITAI ANr.I F I FCC. NGLE 2'-9" EOD AND END OF JOIST EXTENSION I CONTINUOUS DECK FINISH STRIP F _Top of Roof Framin ELEV. = 14' 0" LII IVI \.IIVI\L/JVIJI L/\i LIVJIVIV 1/2" DIA. CARRIAGE BOLTS @ 24"o.c. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. SECTION 4 I. = 1'-0" �.2 T 2 : ■u■ mom msmm MOOM mass ::::� ■■■m 1 1/2" DEEP - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. L2 x 2 x 3/16 BRACE (BR.) REFER TO PLAN FOR LOCATIONS. FILLET WELD TO STEEL SUPPORTS EACH END. L3(V) x 2 x 5/16 CONTINUOUS BRACE SUPPORT. REFER TO PLAN FOR LOCATIONS. FILLET WELD TO BOTTOM OF JOIST TOP CHORD. I Lill ■■_■■■■■■11No ■aa■ MENE n - 'LH' TOP CHORD JOIST EXTENSION -- CONTINUOUS L2 x 2 x 3/16 JOIST UPLIFT BRIDGING 1/2" DIA. CARRIAGE BY JOIST MANUFACTURER. FIELD WELD TO BOLTS @ 24"o.c. I BOTTOM CHORD AT FIRST PANEL POINT, TYPICAL. �I STEEL FRAMING, REFER TO I FRAMING PLAN FOR SIZE. LONG SPAN OPEN WEB STEEL JOIST, REFER TO I FRAMING PLANS FOR SIZE, DESIGNATION AND LAYOUT. — II CEILING LINE I I i I 5'-911 — CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO TOP OF JOIST TOP CHORD AND BEAM FLANGE. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECTS ECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. - - - -- - - [rd 1 Top of Roof FramiN— ELEV. = 14' - 0" I STEEL CHANNEL FRAMING, REFER 1 TO FRAMING PLAN FOR SIZE. i i I � I � � STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. s � I � � r ' I , i I — I ----------------------- T- I ■..rr.mr--- SECTION 6 1" = 1'-0" S4.2 1 1/2" DEEP - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. OPEN WEB STEEL JOIST, REFER TO FRAMING PLANS FOR SIZE DESIGNATION AND LAYOUT. L1 1/2 x 1 1/2 x 1/4 DIAGONAL CROSS BRIDGING TYPICAL AT HORIZONTAL BRIDGING ENDS. REFER TO FRAMING PLANS FOR LOCATIONS. WELD TO FRAMING AT EACH END. CONTINUOUS HORIZONTAL BRIDGING BY JOIST MANUFACTURER. REFER TO PLAN FOR LOCATIONS AND SPECIFICATIONS FOR SJI REQUIREMENTS. CEILING LINE SECTION 9 1" =1'-0" �.2 X CEILING LINE CONTINUOUS 20 GAGE CLOSURE PLATE TYPICAL AT DECK DIRECTIONAL CHANGE. r - Top of Roof Framin ELEV. = 14- 0" Ir STEEL FRAMING. REFER TO I ROOF FRAMING PLAN FOR SIZE 'Lop of Roof Framing ELEV. = 14' - 0" CONTINUOUS L6(V) x 4 x 3/8. FILLET WELD TO TOP OF OUTRIGGER END. WELD DECK EDGE TO TOP OF HORIZONTAI ANIGLE LEG. 2'-9" I AND END OF OUTRIGGER I CONTINUOUS DECK FINISH STRIP � I ---------------- I I I I I I � I I I r I L5(V) x 3 x 3/8 OUTRIGGER. FILLET � I WELD ALL AROUND TO COLUMN FACE. I TYPICAL WHERE SHOWN ON PLAN. SECTION 3 SECTION 1" = 1'-0" 54.2 111 = 1'-0" 19 1 1/2" DEEP - 18 GAGE - GALVANIZED WIDE RIB STEEL RObF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TOSTEE� FRAMING. CONTINUOUS 20 GAGE CLOSURE PLATE TYPICAL AT DECK DIRECTIONAL CHANGE. I -- ------------------- _--------- — Top mi of Roof Frang Topif Roof Framing ELEV=14'-0" ---- -- 1�� ELEV.=14' 0" C5x9JOIST L3 x 2 x 5/16 BETWEEN C 5 JOISTS. WELD TO C 5 BEAM. C 5 x 9 BEAM + ANGLES STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CEILING LINE SECTION 5 I. = 1'-0" S4.2 1'-'� 1 /?" Fnn I CONTINUOUS L2 1/2 x 2 1/2 x 1/4 WITH 1/4" STIFFENER W PLATES SPACED @ 2'-6"o.c. WELD TO BEMA FLANGE WITH 1/4" FILLET WELD 2" LONG SPACED @ 32"o.c. T 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR CONTINUOUS L2 1/2(V) x 3 1/2 x 1/4 BETWEEN JOIST SEATS WITH 1/4" I ATTACHMENT TO STEEL FRAMING. 1 1/2" DEEP - 18 GAGE - GALVANIZED WIDE RIB STEEL STIFFENER PLATES SPACED @ 2'-6"o.c. WELD TO BEMA FLANGE WITH 1/4" ROOF DECK. REFER TO PROJECT SPECIFICATIONS FILLET WELD 2" LONG SPACED @ 32"o.c. ALIGN STEEL ROOF DECK CONTINUOUS 20 GAGE CLOSURE PLATE BOTTOM FLUTE WITH ANGLE HORIZONTAL LEG FOR DECK ATTACHMENT. FOR ATTACHMENT TO STEEL FRAMING. TYPICAL AT DECK DIRECTIONAL CHANGE. Lai- { - -- I ----- --- f R f Framin 4- - - To of Roof Framing To 0 0o ----g- -- --- -- __ — LEV. = 14' - 0":, - + - - ELEV. = 14' - 0" - -- STEEL FRAMING. REFER TO ROOF FRAMING PLAN FOR SIZE 1" CLEAR TYPICAL CONTINUOUS L2 x 2 x 3/16 JOIST UPLIFT BRIDGING BY JOIST MANUFACTURER. FIELD WELD TO BOTTOM CHORD AT FIRST PANEL POINT, TYPICAL. CI OPEN WEB STEEL JOIST, REFER TO FRAMING PLANS FOR SIZE DESIGNATION AND LAYOUT. CEILING LINE SECTION r8 1" = 1'-0" S4.2 STEEL FRAMING. REFER TO ROOF FRAMING PLAN FOR SIZE CONTINUOUS L2 x 2 x 3/16 JOIST UPLIFT BRIDGING BY JOIST MANUFACTURER. FIELD WELD TO BOTTOM CHORD AT FIRST PANEL POINT, TYPICAL. OPEN WEB STEEL JOIST, REFER TO FRAMING PLANS FOR SIZE DESIGNATION AND LAYOUT. IIIIIIIIIIIINIA REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 I RARD AND OMPANY I_L f ° 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 �I TITLE L1 1/2x1 1/2x1/4 DIAGONAL CROSS BRIDGING, ROOF FRAMING TYPICAL AT HORIZONTAL BRIDGING ENDS. SECTIONS REFER TO FRAMING PLANS FOR LOCATIONS. I CONTINUOUS HORIZONTAL. BRIDGING BY JOIST MANUFACTURER. REFER TO PLAN FOR LOCATIONS AND SPECIFICATIONS FOR SJI REQUIREMENTS. I CEILING LINE r DATE 11 /2/2018 COPYRIGHT r Moser Pion Nelson n Architects DWG. NO. SECTION r7 1" = 1'-0" �.2 S4.2 IIZED WIDE RIB ,PROJECT EELEEL EDAAAI1\IG 1 INMIVII I1V. REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 +, 14 x 19 x 1/2 THICK CAP PLATE. WELD ALL AROUND TO TOP OF HSS COLUMN WITH 1/4" FILLET WELD. I Q' i r \Ll 1 r lop of Gymnasium Steel Framin To of G mnasium Steel Framingli-------------------------J L--------------------------- J ELEV. = 25' - 4" ELEV. = 25' - 4" A O F � r _I& - !�I =RAMING, REFER TO NG PLAN FOR SIZE. �•/ I I 5/8" THICK STIFFENED SEAT PLATE �j Mil 4-4 H 0 kR TYPICAL ! I N 4" S E C T I O N I /9 L11 4 11 7 1 /�� Ca q VTT1 W F+�1 STEEL FRAMING, REFER TO F-ti u I I I FRAMING PLAN FOR SIZE. O Z I I I HSS STEEL TUBE COLUMN, REFER TO "COLUMN SCHEDULE" FOR SIZE, STRUCTURAL DRAWING S5.1. O GIRDER TRUSS O 1'-611 7'-811 7 1/2" 1 1 1/2" DEEP - 16 G4E - GALVANIZED WIDE RIB 1 1/2" DEEP - 16 GAGE - GALVANIZED WIDE RIB rT, CONTINUOUS DECK FINISH STRIP ACOUSTICALSTEELIROOF DECK. REFER TO PROJECT I ACOUSTICAL STEEL ROOF DECK. REFER TO PROJECT w 5" EOD SPECIFICATIONS FIR ATTACHMENT TO STEEL FRAMING. I SPECIFICATIONS FOR ATTACHMENTTO STEEL FRAMING. CONTINUOUS L5 x 3(V) x 5/16 FILLET _ � - _ — _ I WELDED TO CHANNEL WEB WITH H 1/4 — — - -- -- t r - — FILLET 2" LONG SPACED @ 24"o.e. F, I ;iY HSS 12 x 6(V) x 1/2 CONTINUOUS AROUND GYMNASIUM PERIMETER. CONNECTTO COLUMN EACH END. i TOP OF HSS TUBE STEEL ELEVATION=16-8" 1/2" DIA. THREADED ERECTION STUD WELDED TO HSS TUBE STEEL FACE CONTINUOUS L5 x 5 x 5/16 CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.01 FOR SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 16-0". L6 x 6 x 3/8 x 4" LONG SPACED @ 36"o.c. PROVIDE 2" HORIZONTAL SLOTTED HOLE FOR ADJUSTMENT. SET CLIP VERTICAL LEG TIGHT TO MASONRY WALL FACE. FIELD FILLET WELD AFTER ADJUSTMENT. Top off�mnasium Steel Framing ELEV. = 25' - 4" C 12 x 25 CONTINUOUS TRUSS BOTTOM CHORD TIE Top of Gymnasium Steel _Framing ELEV.=25'-4" CHANNEL SUPPORTS, BEAM CLAMP ASSEMBLIES, AND CURTAIN SUPPORT ASSEMBLY BY DIVIDER CURTAIN MANUFACTURER SECTION 5 1" =1'-0" S4.3 STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 1" CLEAR TYPICAL GIRDER TRUSS GT-1 I I I I I—i— — — — — — — — — — — — — — — — — — — — — — — — — — — Top of Gymnasium Steel Framing— _ — _ — .. ELEV. = 25'- 4" FOUR(4) 3/4" DIA. A325 BOLTS EACH CONNECTOR TO TRUSS BOTTOM CHORD ANGLE LEG TWO(2) 3/4" DIA. A325 BOLTS EACH I I CONNECTOR TO HANGER WT 9 x 25 HANGER CONNECTION. I I I I 2-L 3 1/2 x 3 1/2 x 5/16 SKYFOLD FOLDING PARTITION SUPPORT HANGER. REFER TO "PROSCENIUM STEEL GIRDER ELEVATION" STRUCTURAL DRAWING S4.013 FOR HANGER LOCATIONS TWO(2) 3/4" DIA. A325 BOLTS EACH I CONNECTOR TO HANGER WT 9 x 25 CONTINUOUS SKYFOLD PARTITION SUPPORT. VERIFY WT ELEVATION WITH SKYFOLD FOLDING PARTITION REQUIREMENTS. COORDINATE WITH SKYFOLD PARTITION MANUFACTURER FOR HANGER ATTACHMENT REQUIREMENTS. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. C 12 x 20.5 CONTINUOUS STEEL CHANNELTIE FRAMING, REFER TO FRAMING PLAN FOR LOCATION. — — — — — — — — — — — — — — — — — — — — — — — — — — — — / I / ----------------- L5 x 3 x 5/16 BRACE EACH HANGER AND CHANNEL LOCATIONS. FIELD WELD EACH END TO HANGER AND CHANNEL SUPPORT. �k- SKYFOLD FOLDING PARTITION I RARD AND OMPANY STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 "® CONiV -11� 44 t511a Rt 4l. �ta e+a" MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 563-6164 TITLE ROOF FRAA4 NG SECTIONS DATE 11 /2/2018 i COPYRIGHT (c) Moser Pilon Nelson Architects I DWG. NO. SECTION r4 S4*3 1" = 1'-0" 54.3 2 REVISIONS CONFORMED SET MARCH 22, 2019 it-litCONTINUOUS 12 GAGE GALVANIZED TRACK I COLD FORMED STEEL STUD PARAPET TO BE DESIGNED AND PROVIDED BY COLD FORMED STEEL CONTRACTOR II INCLUDING ANCHORAGE TO STEEL FRAMING BELOW �—I- (�r)NITIIII 1i' rC I A X A x 1/A Fll I FT \A/FI r) Tn ----- __ TOP OF JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. I CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. I I _ I IO ul rt001 rralnln _ ELEV. = 14' - 0" STEEL FRAMING, REFER TO 'i FRAMING PLAN FOR SIZE. 1" CLEAR L6 x 4(V) x 5/16 x 6" LONG STEEL CLIP ANGLE SPACED @ 24"o.c. 48"o.c. EACH SIDE STAGGERED EACH SIDE OF MASONRY / PARTITION. FIELD SET CLIP TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT EACH CLIP. PROVIDE 2" LONG SLOTTED HOLE IN CLIP. PLACE VERTICAL LEG TIGHT TO MASONRY PARTITION AND FIELD FILLET WELD WHEN COMPLETE. xn TOP COURSES SHALL BE CUT TO EQUAL HEIGHT, F` s CONTINUOUS. GROUT VOIDS SOLID. I ff I 5 CONTINUOUS MASONRY BOND BEAM REINFORCED .'., Vv'l TI 1 T C0 PI ITIIII 10 Ir -0 RO IT 11 I S0 In nrrrn vvI I n t #5 wIv I Ilvuuw, �r<vu I Ilv wuv. ncrcR TO "SCHEDULE OF DEFORMED BAR REINFORCING - I FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 13'-411. l 8" REINFORCED MASONRY EXTERIOR PARTITION. REFER TO - "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, I SPACING, AND ADDITIONAL REQUIREMENTS. SECTION I I r4 1" = 1'-011 �4-4 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. Top of Roof Framing - F ELEV. = 14' - 0" CONTINUOUS L 4 x 4 x 5/16. CLIP BACK TO BEAM BOTTOM FLANGE AS SHOWN WITH L8 x 6(V) x 7/16 CLIPS, 3" LONG, " I V_PS1 nvul rIalIL Ir,_ ELEV. = 14' - 0" 1" CLEAR TYPICAL " EOD COLD FORMED STEEL STUD PARAPET TO BE DESIGNED AND PROVIDED BY COLD FORMED STEEL CONTRACTOR INCLUDING ANCHORAGE TO STEEL FRAMING BELOW CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB SECTION r3 1" = 1'-0It 54.4 to on �■..■ ■■■.r■■Ioii...... iiiiiiiiiiii� iiiiiiiiiiiiii 1'-7 1/2" ROOF DECK TO BE PLACED LEVEL HERE. SPACED @ 48 o.c. FOR LENGTH OF ROOF ELEVATION CHANGE I I I 1" CLEAR TYPICAL I I I I CEILING LINE I I I I SECTION I 7 1" = 1'-0" 54.4 HSS an CHANNEL SUPPORT I I 6 3/4" 5'-7" ' ,jk To of Roof Framin ____ __________________ ELEV. = 14' - 0" EXTERIOR WINDOW SYSTEM. REFER I TO ARCHITECTURAL DRAWINGS. l 4'-41' I o 1 HORIZONTAL HSS 6 x 4(V) x 3/8 WITH L3 x 2(V) x 5/16 CONTINUOUS. CUT TO FIT `-' COLUMNS AND PROVIDE CLIP ANGLE r I I - - - CONNECTION TO COLUMNS EACH END - II 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. + REFER TO PROJECT SPECIFICATIONS FOR I I I N _ I -t ATTACHMENT TO STEEL FRAMING. i I I I STEEL FRAMING, REFER TO I FRAMING PLAN FOR SIZE. I CEILING LINE - HORIZONTAL C 6 x 13 CONTINUOUS. CUT I TO FIT COLUMNS AND PROVIDE CLIP ANGLE CONNECTION TO COLUMNS EACH END I SECTION I 9 ROOF DECK SLOPES WITH STEEL THIS SIDE OF COLUMN CENTERLINE. �- STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. �— TOP COURSE SHALL BE CUT TO EQUAL HEIGHT, > CONTINUOUS. GROUT VOIDS SOLID. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER _ TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.0 FOR SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION =+ 13'-4". /-8" REINFORCED MASONRY INTERIOR PARTITION. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.0 FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. CEILING LINE HSS a CHANNEL SUPPORT 6" I I 11 CONTINUOUS L6(V) x 4 x 3/8. FILLET WELD TO TOP OF JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. - LT.... f 0--4: C.-. w,'.... rok I VP VI IAVVI I IQlllllj.�; ELEV. = 14' - 0" 1" CLEAR TYPICAL I,.VIV I IVUVUJ 12 GAGE GALV AIV'IZED TRACT\ — CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO TOP OF JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. L3(V) x 2 x 5/16 CONTINUOUS BRACE SUPPORT. REFER TO PLAN FOR LOCATIONS. FILLET WELD TO BOTTOM OF JOIST TOP CHORD. 199 - LL �— L2 x 2 x 3/16 BRACE (BR.) REFER TO l PLAN FOR LOCATIONS. FILLET WELD _ I TO STEEL SUPPORTS EACH END. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CONTINUOUS L2 x 2 x 3/16 JOIST UPLIFT BRIDGING I ( BY JOIST MANUFACTURER. FIELD WELD TO BOTTOM CHORD AT FIRST PANEL POINT, TYPICAL. — LONG SPAN OPEN WEB STEEL JOIST, REFER TO FRAMING PLANS FOR SIZE, DESIGNATION AND LAYOUT. mi Ll /- CEILING LINE GALVANIZED EXTERIOR STEEL LOOSE LINTEL. REFER TO "STEEL LINTEL SCHEDULE" STRUCTURAL DRAWING S4.OA FOR SIZE. EXTERIOR WINDOW SYSTEM, REFER TO ARCHITECTURAL DRAWINGS. SECTION 2 1'1 = 1'-0" 14°4 2'-9" EOD L 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB AND END OF JOIST EXTENSION STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. I L3(V) x 2 x 5/16 CONTINUOUS BRACE SUPPORT. CONTINUOUS DECK FINISH STRIP I REFER TO PLAN FOR LOCATIONS. FILLET WELD TO BOTTOM OF JOIST TOP CHORD. an �� mom mmom INNEI iiiiiuiiiii■iii■�ii■ii■■iiiii■ii iii■ ■■■■■■■■■■■■■r■■■■■■■■i■ i■■iiiriiiiiiiiiiiiIN ■■■iiii■■■ ■■N■■■■ ::: �:::::::::C:�::::::� ..:C:C.numm a: HH 1 'I H' TOP CHORD JOIST EXTENSION o I STEEL FRAMING, REFER TO �v I FRAMING PLAN FOR SIZE. -Top of Roof Framin _ — _ — _ _ ' �\ `4- L2 x 2 x 3/16 BRACE (BR.) REFER TO PLAN FOR LOCATIONS. FILLET WELD 1" CLEAR TYPICAL TO STEEL SUPPORTS EACH END. CONTINUOUS L2 x 2 x 3/16 JOIST UPLIFT BRIDGING 1 I I BY JOIST MANUFACTURER. FIELD WELD TO BOTTOM CHORD AT FIRST PANEL POINT, TYPICAL. — nLONG SPAN OPEN WEB STEEL JOIST, REFER TO I i FRAMING PLANS FOR SIZE, DESIGNATION AND LAYOUT. _mop of Roof Frami I I INTERIOR WINDOW SYSTEM. REFER Y ELEV. = 14' - 0" TO ARCHITECTURAL DRAWINGS. I HORIZONTAL HSS 6 x 4(V) x 3/8 CONTINUOUS. CUT TO FIT COLUMNS AND PROVIDE CLIP ANGLE CONNECTION TO COLUMNS EACH END I L3 x 2 x 1/4 CHANNEL HANGER SUPPORT SPACED @ 4'-0" o.c MAXIMUM. PROVIDE CLIP ANGLE SUPPORT EACH END. FIELD WELD IN PLACE. I , I I I I � I i I HORIZONTAL C 6 x 13 CONTINUOUS. CUT TO FIT COLUMNS AND PROVIDE CLIP ANGLE CONNECTION TO COLUMNS EACH END _ I = I II I I EXTERIOR WINDOW SYSTEM, REFER TO ARCHITECTURAL DRAWINGS. - CEILING LINE Top of Roof_ Fr ELEV. = 14' - 0 1" CLEAR TYPICAL Lr) CONTINUOUS 12 GAGE GALVANIZED TRACK CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO TOP OF JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS 1- lM ATrA/ l IA ArAIT Tll =rr1 rn A A A]hl! GALVANIZED EXTERIOR STEEL LOOSE LINTEL. DC:r- :D T(1 IICTC:C:1 I INTC:1 (Zrt-IC:nl II C:" 1\LILI\ IV JI LLL LIIVILL Jl.11LV VLL STRUCTURAL (DRAWING S4.OA FOR SIZE. EXTERIOR WINDOW SYSTEM, REFER TO ARCHITECTURAL DRAWINGS. 1" =1'-0" CONTINUOUS L6(V) x 4 x 3/8. FILLET WELD TO TOP OF JOIST TOP CHORD. WELD DECK I 1 1/2" DEEP WIDE RIB - 18 GAGE -GALVANIZED WIDE RIB EDGE TO TOP OF HORIZONTAL ANGLE LEG. STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. I _ CONTINUOUS DECK FINISH STRIP Tr rrrrmTrTn�rrrrrr,�I rn r: I T _A l I " l - I- -.. - - - - - -_ I Jl I � I I W 8 x 15 BRACKET SUPPORT t I �t J 11 IL I II It-1' / v 1 T_opofRoofFramin --_—_- ELEV. = 14' - 0" 1 I I I I STEEL FRAMING, REFER TO I I I FRAMING PLAN FOR SIZE.__j I I I I I I I I I I I HSS STEEL COLUMN. REFER TO I I I I I "COLUMN SCHEDULE" FOR SIZE. I I I I I I I I I I'. CEILING LINE__z SECTION r5 1" =1'-0" S4.4 1 1/2" DEEP WIDE RIB - 18 GAGE - 5 1/411 GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTA('HI\AFNTTCI CTFFI FRAMINC, CONTINUOUS L6(V) x 4 x 3/8. FILLET WELD TO TOP OF JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. I I 3'-0" EOD AND CHANNEL FACE I l - — - — - - - — - — - — - — - — - -I - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — I 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. o REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. 1 CEILING LINE SECTION 6 1" = 1'-0" S4°4 1" = 1'-0" I I I ( 1 ll I I I _ I I I I - I �• I I i I 8" E.O.D. AND_ CHANNEL FACE EXTERIOR WINDOW SYSTEM, REFER TO ARCHITECTURAL DRAWINGS. - S I A I E PROJECT NO. 132-0088 N Phase 1 of 4 IRARD AND OMPANYI STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 GotvN�c,q® 3. �r - 8 NO s°aa,,S�ANAL MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOF FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4.4 Ile 1'-211 1'-411 2'-4" EOD REVISIONS CONFORMED SET MARCH 22, 2019 CONTINUOU L7 x 4(V) x 3/8. WELD BOTTOM OFVERTICAL LEG TO CF ANNEL WITH 1/4" FI LET WELD 2" LONG @ 24"o.c. BUTT WELD IOP TO CHANNEL @ 24"o.c. - BOLT BLOCKING TO CONTINUOUS STEEL ANGLE WITH 1/2" DIA. CARRIAGE BOLT SPACED @ 36"o.c. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. I I 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. I I 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. I 12 1 1 -- Ln 0 00 _Top of Roof Framing ELEV. = 14' 0" 1/2" EOD STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. I I ( I i I CEILING LINE - I I I I SECTION 4 1" = 1'-0" 54.5 1'-0 3/4" rf— 1 1/2" DEEP WIDE RIB - 16 GAGE -GALVANIZED I WIDE RIB ACOUSTICAL STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR CONTINUO S L7 x 4(V) x 3/8. WELD I ATTACHMENT TO STEEL FRAMING. BOTTOM OF VERTICAL LEG To CHANNEL , WITH 1/4" FILLET WELD 2" LC NG @ 24"o.c. BUTT WEL6 TOP TO CHANNEL @ 24"o.c. BOLT BLOCKING TO CONTINUOUS STEEL ANGLE WITH 1/2" DIA. CARRIAGE BOLT SPACED @ 36"o.c. STEEL FRAMING, REFER TO \ FRAMING PLAN FOR SIZE. i I 1 1/2" DEEP WIDE RIB - 18 GAGE - GAI VANI7FD WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. �I STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CEILING LINE 1 0 I � I � I i I T_op of Roof Fra_mi SECTION 3 1" = 1' S4.5 -0" 1'-1" 11 11I 4" EOD ' I CONTINUOUS 12 GAGE GALVANIZED TRACK I CONTINUOUS 12 GAGE GALVANIZED TRACK 0 0l _ 1 CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO 77 COLD FORMED STEEL STUD PARAPET TO BE DESIGNED -- ' T TOP OF JOIST TOP CHORD. WELD DECK EDGE AND PROVIDED BY COLD FORMED STEEL CONTRACTOR I TO TOP OF HORIZONTAL ANGLE LEG. INCLUDING ANCHORAGE TO STEEL FRAMING BELOW I I I I CONTINUOUS DECK FINISH STRIP _ I I 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE i I 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB I 1 i RIB STEEL ROOF DECK. REFER TO PROJECT i I STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING, FOR ATTACHMENT TO STEEL FRAMING. 77 To of Roof Framing _ - _ - - _ _ _ _ _ Top of Roof Framing_ _ ELEV.: 14' - 0" ELEV. = 14' - 0777 i STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 1" CLEAR 1 1" CLEAR 1 I TOP COURSE SHALL BE CUT TO EQUAL HEIGHT, I CONTINUOUS. GROUT VOIDS SOLID.- I STEEL FRAMING, REFER TO 11 L6 x 4(V) x 5/16 x 6" LONG STEEL CLIP ANGLE SPACED I FRAMING PLAN FOR SIZE. @ 24"o.c. (48"o.c. EACH SIDE) STAGGERED EACH SIDE L6 x 4(V) x 5/16 x 6" LONG STEEL CLIP ANGLE SPACED ' CONTINUOUS MASONRY BOND BEAM REINFORCED OF MASONRY PARTITION. FIELD SET CLIP TO BOTTOM t 1 TOP COURSE SHALL BE CUTTO EQUAL HEIGHT, @ 24"o.c. (48"o.c. EACH SIDE) STAGGERED EACH SIDE /` i I WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT EACH OF MASONRY PARTITION. FIELD SET CLIP TO BOTTOM I TO "SCHEDULE OF DEFORMED BAR REINFORCING CLIP. PROVIDE 2" LONG SLOTTED HOLE IN CLIP. CONTINUOUS. GROUT VOIDS SOLID. FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT EACH tT FOR MASONRY WALLS" STRUCTURAL DRAWING PLACE VERTICAL LEG TIGHT TO MASONRY PARTITION CLIP. PROVIDE 2" LONG SLOTTED HOLE IN CLIP. I S4.OA FOR SPACING OF BOND BEAMS. TOP OF AND FIELD FILLET WELD WHEN COMPLETE. I CONTINUOUS MASONRY BOND BEAM REINFORCED PLACE VERTICAL LEG TIGHT TO MASONRY PARTITION J BOND BEAM ELEVATION = + 13'-4". , WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER AND FIELD FILLET WELD WHEN COMPLETE I TO "SCHEDULE OF DEFORMED BAR REINFORCING f - FOR MASONRY WALLS" STRUCTURAL DRAWING x: I S4.OA FOR SPACING OF BOND BEAMS. TOP OF 8" REINFORCED MASONRY EXTERIOR PARTITION. REFER TO I BOND BEAM ELEVATION = + 13'-4". I "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR -- - - — I REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. I 8" REINFORCED MASONRY EXTERIOR PARTITION. REFER TO 77 SCHEDULE OF DEFORMED BAR REINFORCING FOR - 1 MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR 77 r REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. 1 s SECTION 8 1" =1'-0" S4.5 SECTION 7 1'-0 3/4" 2'-111 1 1/2" DEEP WIDE RIB - 16 GAGE - GALVANIZED CONTINUO JS L7 x 4(V) x 3/8. WELD WIDE RIB ACOUSTICAL STEEL ROOF DECK. BOTTOM 07 VERTICAL LEG To CHANNEL I REFER TO PROJECT SPECIFICATIONS FOR WITH 1/4" ILLET WELD 2" LC NG @ 24"o.c. I ATTACHMENT TO STEEL FRAMING. BUTT WELE TOP TO CHANNE @ 24"o.c. - , II I BOLT BLOCKING TO CONTINUOUS I STEEL ANGLE WITH 1/2" DIA. CARRIAGE BOLT SPACED @ 36"o.c. 1 STEEL FRAMING, REFER TO \ FRAMING PLAN FOR SIZE. I ! 0 I` 3" END OF JOIST SEAT 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. I ! L5(V) x 3 x 5/16 WITH 5/16 STIFFENER PLATES @ 1 "I A I1.. .. CII i CT%A/CI flCn AI 1 AOnt It`In-rn AAICI C L`+ V.L. FILLET VVLLVLU FILL FII\VVIVU IV M1141JLL. LOCATE BETWEEN JOIST SEATS AND FILLET WELD TO BEAM TOP FLANGE WITH 1/4" FILLET WELD 2" LONG @ 12"o.c. EACH SIDE OF VERTICAL LEG. ' 1, vt_ # — _ Tom of Roof Framing ELEV. = 14' 0" I ( I I I I I 'I I ,I I 1 STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. BEAM I i CEILING LINE II ' I II I I I SECTION 2 1" =1'-011 54.5 O I _ I CONTINUOUS 12 GAGE GALVANIZED TRACK CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO t-- TOP OF JOIST TOP CHORD. WELD DECK EDGE { I I TO TOP OF HORIZONTAL ANGLE LEG. I I CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB I I STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. _.A Top of Roof Framing ELEV. = 14' - 0" 1" CLEAR 1 1 1/2" DEEP WIDE RIB - 16 GPGE - GALVANIZED WIDE RI B ACOUSTICAL STEEL kOOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAI�{'IING. �-------_ --- Ili--- 1 - i I I S I I I 1 STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. I I I I II j I ( I I ' I I I I � I ' II I II I i I 2'-0"NA II it 1 1/2" DEEP WIDE RIB -�8 GAGE - 1 GALVANIZED WIDE RIB STEEL ROOF DECK. 1 l REFER TO PROJECTSPE IFICA7IONS FOR I� ATTACHMENT TO STEEL�FRAMING. I II I I I I I III I I I ---�-+ ;I M I -- '- T p of Roof Framin ELEV. = 14' - 0" I I I STEEFRAMING, REFER TO FRA ING PLAN FOR SIZE. - I I I I I , it I II I I I I ' I i � I I I 1 II Z1 � I - CEILING LINE 1 SECTION 1 1' 011 �S4. STATE PROJECT NO. 132-0088 N Phase 1 of 4 IRARD AND 0 M PANY STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL., CT 06067 (860)563-3820 - STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. I MOSER FRAMING PLAN FOR SIZE. STEEL CLIP ANGLE SPACED ` ; 4 ° 1-1 PILON L6 x 4(V) x 5/16 x 6" LONG @ 24"o.c. (48"o.c. EACH SIDE) STAGGERED EACH SIDE' : 5 TOP COURSE SHALL BE CUT TO EQUAL HEIGHT, OF MASONRY PARTITION. FIELD SET CLIP TO BOTTOM CONTINUOUS. GROUT VOIDS SOLID. NELSON FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT EACH I A R C H I T E C T S CLIP. PROVIDE 2" LONG SLOTTED HOLE IN CLIP. PLACE VERTICAL LEG TIGHT TO MASONRY PARTITION 1 AND FIELD FILLETWELD WHEN COMPLETE. 'I WETHERSFIELD, CTN06109 (860) 563-6164 li CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER I' I TITLE TO "SCHEDULE OF DEFORMED BAR REINFORCING � I ROOF FRAMING FOR MASONRY WALLS" STRUCTURAL DRAWING - _ SECTIONS S4.OA FOR SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 13'4'. - " 8REINFORCED MASONRY EXTERIOR PARTITION. 1 ( I REFER TO "SCHEDULE OF DEFORMED BAR WT 9 x 20 PLUS 3/8 x 16" CONTINUOUS 7 1/2" 8 1/2" I REINFORCING FOR MASONRY WALLS" GALVANIZED LINTEL FRAME. BEAR LINTEL 1 STRUCTURAL DRAWING S4.OA FOR REINFORCING INTO MASONRY 6" MINIMUM EACH END. ( SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. CHANNEL AND LINTEL FRAME. FABRICATE AS ONE I DATE 11 /2/2018 ASSEMBLY. BUTT WELD TOP OF CHANNEL I C 9 x 15 GALVANIZED JAMB COPYRIGHT (c) BOTTOM OF LINTEL PLATE AND GRIND FLUSH. I Moser Pilon Nelson Architects DWG. NO. SEC 10 51I 6 SECTION 5 1" = 1'-0' S4.5 — 111 = 1'-0" �4.5 S495 it -ill 31 211 / 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO TOP OF JOIST TOP CHORD. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. CONTINUOUS DECK FINISH STRIP —� BOLT BLOCKING TO C01\ STEEL ANGLE WITH 1/2" CARRIAGE BOLT SPACED - 6 3/4" i I II I I II � I I I ! I TWO(2) 1/2" DIA. BOLTS. _ I 3/4" DIA. HIGH STRENGTH A325 � - BOLTS THROUGH BOLT. Lu _ u I I I r.....,.,.:.,. I '_� 1U OI rtVVI rlallnll ELEV. = 14' - 0" I CLIP L6(V) x 4 x 3/8 x 8" LONG I I PROVIDE 211 LONG VERTICAL SLOTTE HOLES IN CLIP FOR ADJUSTMENT I I I I I OVERHEAD DOOR. REFER TO ARCHITECT'S DRAWINGS. ADJUST F JAMB SUPPORT LOCATION WITH OVERHEAD DOOR MANUFACTURER CEILING LINE I I I HSS 5 x 3 x 5/16 VERTICAL JAMB SUPPORT EACH SIDE OF OVERHEAD DOOR OPENING. I 1'-2 3/4" 4 Dl l _r DI _rrd r-rItIrr AIi Illi IC I I DVLI DLUk-NI INIU IV I.ViV 1IIV V VVJ STEEL ANGLE WITH 1/2" DIA. 1 1/2" DEEP WIDE RIB - 16 GAGE - GALVANIZE CARRIAGE BOLT SPACED @ 36"o.c. WIDE RIB ACOUSTICAL STEEL ROOF DECK. 7 REFER TO PROJECT SPECIFICATIONS FOR 1 ATTACHMENTTO STEEL FRAMING. r 4FF -. POT v - _ I � I STEEL FRAMING, REFER TO -- - FRAMING PLAN FOR SIZE. CONTINUOUS L8 x 4(V) x 7/16. WELD BOTTOM OF VERTICAL LEG TO CHANNEL WITH 1/4" FILLET WELD 2" LONG @ 24"o.c. BUTT WELD TOP TO CHANNEL @ 24"o.c. SECTION 5 SECTION r4 SECTION r3 S4.6 11I = 1'-0" S4.6 111 =1'-0. S4.6 1" =1'-0" I ( I 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. 111i TT T - - ToP of Roof Framing —_ ELEV. = 14' - 0" 1" CLEAR TYPICAL STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. STAGGER FIREWALL CONNECTIONS EACH SIDE OF MASONRY FIREWALL. I CONTIN OUS MASONRY BOND BEAM REINFORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR SPACING (OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 12'-8". 6" THICK NORMAL WEIGHT PRE -CAST CONCRETE SLAB DESIGNED AND MANUFACTURED BY PRE -CAST CONCRETE MANUFACTURER. STEEL WELDMENT PLATE BY PRE -CAST CONCRETE MANUFACTURER 11-811 1'-2" EOD 14" EOD 2"1EXPANSION JOINT I I CONTINUOUS DECK FINISH STRIP FF 1 1 COORDINATE EMBED PLATE LOCATIONS. s �— CEILING LINE -- 41/2 r , 6 x 4 x 1/4 WELDMENT PLATE SPACED @ 32"o.c. WITH 1/2" DIA. HEADED STUD 4 1/2" r; 1 1/2" I LONG WELDED TO BOTTOM OF PLATE. PLACE { IN THREE VESTIBULE MASONRY WALLS. r: EMBED IN CONTINUOUS TOP COURSE SOLID GROUTED MASONRY CELLS. FIELD FILLET WELD PLATES AFTER PRE -CAST SLAB SET IN PLACE. SECTION 8 1" =1'-0" S4.6 1 1/2 2" MIN. I ' 1/4" BENT PLATE x 4" LONG AT 48" o.c. WITH 3" HORIZONTAL LEG EACH FIREWALL CONNECTION. COORDINATE DIMENSIONS WITH FIELD CONDITIONS. — 1/4" BENT PLATE x 4" LONG AT 48" ox. EACH SIDE OF WALL. SET TIGHT TO MASONRY WALL. COORDINATE DIMENSIONS WITH FIELD CONDITIONS. 911 CEILING LINE — 1/4" BENT PLATE x 4" LONG AT 48"o.c. EACH SIDE OF WALL. EMBED INTO MASONRY WALL. COORDINATE DIMENSIONS WITH FIELD CONDITIONS. 311 911 op of Roof Framing ELEV. = 14' - 0" 0 c-I N 1 s, 3/4" DIA. A325 BOLTS 1NNECTOR PLATE. -K STIFFENER PLATE TOR. FILLET WELD UND TO BEAM WEB NGES. 1'-211 2'-011 11" 1 1/2" DEEP WIDE RIB - 161GAGE - GALVAIIIIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO SIEL FRAMING. CONTINUOUS L8 x 4(V) x 71/16. WELD BO_ftOM OF VERTICAL LEG TO CHANN L WITH 1/4" FILkT WELD 2" LONG @ 24"o.c. BUTT W�LD TOP TO CHANNEL @ 24"o.c. 12 �1 t - - - - - 1 I I I� 1 _I I BOLT BLOCKING TO CONTINUOUS - - STEEL ANGLE WITH 1/2" DIA. CARRIAGE BOLT SPACED @ 36"o.c. STEEL FRAMING, REFER TO \ / FRAMING PLAN FOR SIZE. V BOLT BLOCKING TO CONTINUOUS STEEL ANGLE LEG i I WITH 1/2" DIA. CARRIAGE BOLT SPACED @ 24"o.c. CONTINUOUS L4 x 3 1/2(V) x 5/16. WELD TO VERTICAL STRUT WITH 1/4" FILLET WELD EACH m SIDE. CONNECT ALSO TO COLUMNS. 1 I 2-L3 x 2 1/2 x 5/16 STRUT @ 4'-0" o.c. MAXIMUM. PROVIDE CLIP ANGLE CONNECTION I I TO TOP AND BOTTOM BEAM FLANGE. - 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK REFER TO PROJECT ; i I I� SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. J ----------__- -- III i I I I. I I I �I I I I I I I I STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. I I. ` \ ` _L Tnn of Rnnf Framina piiELEV. = %14,'=0" I j I� BEAM CEILING LINE II I I SECTION r2 11-8'1 1'-2" EOD 14" EOD 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE i 2"iEXPANSION JOINT RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. I I CONTINUOUS DECK FINISH STRIP M�� i�ii�iiiiii� iiiiiiii�i�iiiiiiii�iiiiiiiiiiiii� ��iiiii— = 1" CLEAR TYPICAL STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. STAGGER FIREWALL CONNECTIONS I EACH SIDE OF MASONRY FIREWALL. I CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION =+ 12'-8". LINE ICEILING 8" REINFORCED MASONRY INTERIOR PARTITION. REFER TO - "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. I SECTION 1" = 1'-0" 14.6 L1/4" BENT PLATE x 4" LONG AT 48" ox. WITH 3" HORIZONTAL LEG EACH FIREWALL CONNECTION. COORDINATE DIMENSIONS WITH FIELD CONDITIONS. i �— 1/4" BENT PLATE x 4" LONG AT 48" o.c. EACH SIDE OF WALL. SETTIGHTTOMASONRYWALL. COORDINATE DIMENSIONS WITH FIELD CONDITIONS. I 911 CEILING LINE � - - - - i— 1/4" BENT PLATE x 4" LONG AT 48"o.c. EACH SIDE OF WALL. EMBED INTO MASONRY WALL. COORDINATE DIMENSIONS WITH FIELD CONDITIONS. 311 I nll I 7 N 0 BOLT BLOCKING TO CON T II\IUOUS STEEL ANGLE WITH 1/2" DIA. CARRIAGE BOLT SPACED @ 36"o.c. �I 0Im y 1'-2" 2'-11" 1 1/2" DEEP WIDE RIB - 16 GAGE - GALVANIZED WIDE RIB ACOUSTICAL STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. IL\ 12 +. - - L' STEEL FRAMING, REFER TO I FRAMING PLAN FOR SIZE. CONTINUOUS L8 x 4(V) x 7/16. WELD BOTTOM OF VERTICAL LEG TO CHANNEL WITH 1/4" FILLET WELD 2" LONG @ 24"o.c. BUTT WELD TOP TO CHANNEL @ 24"o.c. EXTERIOR WINDOW SYSTEM. REFER TO ARCHITLCTURAL DRA`VV'I IVGS. HORIZONTAL HSS 6 x 4(V) x 3/8 WITH L3 x 2(V) x 5/16 CONTINUOUS. CUT TO FIT COLUMNS AND PROVIDE CLIP ANGLE CONNECTION TO COLUMNS EACH END. �L Tnn of Rnnf Framing ----�1- ELEV.=14-0 - ----------------� 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE R113 STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR N ATTACHMENTTO STEEL FRAMING. Lu Q CONTINUOUS DECK FINISH STRIP I STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CEILING LINE I I I i I HSS anqCHANNEL SUPPORT I I L3 x 2 x 1/4 CHANNEL HANGER SUPPORT SPACED @ 4'-0" O.c ' MAXIMUM. PROVIDE CLIP ANGLE SUPPORT EACH END. FIELD WELD IN PLACE. I; I N HORIZONTAL C 6 x 13 CONTINUOUS. CUT TO FIT COLUMNS AND PROVIDE CLIP ANGLE CONNECTION TO COLUMNS EACH END. SECTION 1 1" = 1'-0" S4.6 11-811 1'-2" EOD 14" EOD 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE I 2"I EXPANSION JOINT RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STEEL FRAMING. 1 I CONTINUOUS DECK FINISH STRIP - - - — - _1 REVISIONS CONFORMED SET MARCH 22, 2019 !'.TA Tr r1r1/\ Ir-/�T AI/1 J IH I C t'1'CVJCI� 1 IVV. 132-0088 N Phase 1 of 4 I RARD AND OMPANY I_I P STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 �`�ootut�osla�l.�ocd UNR a tNose`� - _ ---_ _ _ _ _ _ ___ - X. Top of Roof Framing_ r: _ ELEV. = 14' - „ 1 CLEAR TYPICAL '; s STEEL FRAMING, REFER TO T �(O � FRAMING PLAN FOR SIZE. ��/� SER ;r Is 11/211 - " PILON Q 2 MIN. NELSON ARCHITECTS STAGGER FIREWALL CONNECTIONS I r I 1/4" BENT PLATE x4"LONG AT 48" ox. WITH 3" 30 JORDAN LANE WETHERSFIELD, CT. 06109 EACH SIDE OF MASONRY FIREWALL I t I HORIZONTAL LEG EACH FIREWALL CONNECTION. (aso) 563-6164 ' I COORDINATE DIMENSIONS WITH FIELD CONDITIONS. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 I I CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF 1/4" BENT PLATE x 4" LONG AT 48" ox. EACH SIDE OF TITLE DEFORMED BAR REINFORCING FOR MASONRY WALLS I I WALL. SETTIGHTTO MASONRY WALL. COORDINATE ROOF FRAMING STRUCTURAL DRAWING S4.OA FOR SPACING OF BOND BEAMS. I I DIMENSIONS WITH FIELD CONDITIONS. SECTIONS TOP OF BOND BEAM ELEVATION = + 12'-8". I I 9 8" REINFORCED MASONRY INTERIOR PARTITION. REFER TO I 1/4" BENT PLATE x 4" LONG AT 48"o.c. EACH SIDE OF "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY I I WALL. EMBED INTO MASONRY WALL. COORDINATE WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, I I DIMENSIONS WITH FIELD CONDITIONS. 31' SPACING, AND ADDITIONAL REQUIREMENTS. I I DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects S E C T 10 N 6 DWG. NO. 1" = 1'_0" S4.6 S4*6 :E ' 1 1/2" DEEP WIDI RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DEC . REFER TO PROJECT SPECIFICATIONS FOR ATTACHM%T TO STEEL FRAMING. I 1'-8" BEAM 1'-1" EOD L 5" EOD yj 2" EXPANSION JOINT ;° I j I Top of RoofFramin_g ELEV. = 14'_0" Y i I STEE F ING, REFER TO FRAMI I 'PLAN FOR SIZE. I I I I I I-- I SECTION ( 4 - � I 1 I \ 1 1/2" DEEP WIDE RIB - 20 GAGE - ALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO P� OJECT - I \ SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. 12 � � I COLD -FORMED STEEL ROOF TRUSSES SPACED @ 4'-0"O.C. � � I CEILING LINE 3 1 1/2" DEEP WIDE RIB 120 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK ABOVE TRUSS FRAME PITCHED ROOF. REFER TO PROJECT SPECIFICATIONS FOR A 11 A'CI1MIEN 1 TO S T EUL FRAMING. I 1" = 1'-0" ATTACH DECK EDGE TO CONTINUOUS COLD FORMED BENT PLATE WITH No. 12 SELF -DRILLING SCREWS SPACED @ 12"o.c. FOR LENGTH OF ROOF EDGE CONTINUOUS COLD FORMED 20 s.. GAGE BENT PLATES ATTACHED TO EACH TRUSS END TYPICAL. " 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. SECTION r6 1" = 1'-0" S4.7 BEAM I Top of Roof Framing ELEV. = 14'- 0" 1" CLEAR TYPICAL 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. Top o_f Roof Framir ELEV. = 14' - 0' CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" I STRUCTURAL DRAWING S4.OA FOR SPACING OF BOND BEMs. TOP OF BOND BEAM ELEVATION = + 12'-8". I i - I _ 8" REINFORCED MASONRY INTERIOR PARTITION. REFER TOI "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCING I / SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. I V.1 V I I I _ I I I I ol I I GROUT SOLID TOP COURSE I CONTINUOUS UNDER COPING STONE CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFE/I TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING I S4.OA FOR SPACING OF BOND BEAMS. TOP OF t� BOND BEAM ELEVATION = + 12'-8". I .x 3 x 1/4" THICK CONTINUOS PLATE LENGTH OF EXPANSION JOINT. BUTT _ WELD TO W 14 TOP FLANGE STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CEILING LINE I n 8" REINFORCED MASONRY INTERIOR PARTITION. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCING I SIZE, SPACING, AND ADDITIONAL REQUIREMENTS.( I I SECTION r9 1" =1'-0" S4.7 0.5 X.8 V.1 ofRoof FraminL_._—_—_—_— `i' tLtV. _ 14- - U" 2'-4 1/2" 2'-4 1/2" 4'-4 1/2" CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE I 1 1/2" DEEP WIDE RIB - 20GAGE - I CONTINUOUS DECK FINISH STRIP RIB STEEL ROOF DECK. REFER TO PROJECT I N GALVANIZED WIDE RIB ST EL ROOF DECK. I SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. N REFER TO PROJECT SPECIFICATIONS FOR FIR - MOMENT CONNECTION ATTACHMENT TO STEEL F AMING. TOP AND BOTTOM FLANGE CJ P Ah ;aa I I I --- I I I - I - I I 10x22 CEILING LINE I I- ( STEEL FRAMING, REFER TO L�� CEILING LINE I I FRAMING PLAN FOR SIZE. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. I STEEL FRAMING, REFER TO FRAMING IPLAN FOR SIZE. SECTION 2 SECTION ri 1" = 1'-0" S4.7 1,r = 1'-0" S4.7 U I I GROUT SOLID TOP COURSE ' I CONTINUOUS UNDER COPING STONE I ( I I 1 1/2" DEEP WIDE RIB - 18 GAGE ^GALVANIZED WIDE CEILING LINE I U HSS 12 x 6(V) x 1/2 CONTINUOUS AROUND GYMNASIUM PERIMETER. CONNECT TO COLUMN EACH END.OIL = TOP OF HSS TUBE STEEL ELEV. = 16'-8" n I I I t I 1 I CONTINUOUS L5 x 5 x 5/16 Top of Roof Framin ELEV. = 14' - 0" 5" BEAM 1/2" DIA. THREADED ERECTION STUD WELDED TO HSS TUBE STEEL FACE L6 x 6 x 3/8 x 4" LONG SPACED @ 36"o.c. PROVIDE 2" HORIZONTAL SLOTTED HOLE FOR ADJUSTMENT. SET CLIP VERTICAL LEG TIGHTTO MASONRY WALL FACE. FIELD FILLET WELD AFTER ADJUSTMENT. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION =+ 16-0". 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE 1/4 2-12 RIB STEEL ROOF DECK. REFER TO PROJECT II SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. MMIHIH 4" EOD I i - STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. - 1/2" DIA. ERECTION BOLT 12" REINFORCED MASONRY EXTERIOR PARTITION. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. CEILING LINE SECTION 8 1" = 1'-0"I,.54.7 BEAM 1'-7" 3 :1'-1" I 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. ' ff r 7 _ 1" CLEAR TYPICAL 7 77- I ► - i ---I- To of Roof Framing ELEV_= 14'- 0" I 1 1/2" DEEP WIDE RIB - 20 GAGE - I STEEL FRAMING, REFER TO GALVANIZED WIDE RIB STEEL ROOF DE K. I I FRAMING PLAN FOR SIZE. REFER TO PROJECT SPECIFICATIONS FOIR ATTACHMENT TO STEEL FRAMING. L6 x 4(V) x 5/16 CONTINUOUS. I PROVIDE FADJUSTMENT DOR AODJIUSONTAL LOTTED HOLE / -- _-- STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 5 1/2" E.O. D. I -- - - CEILING LINE WELD AFTER ADJUSTMENT. I I I I I I I I CEILING LINE I ( I I _I SECTION r5 1" = 1'-0" S4.7 -_Top of Roof Framing_ ELEV. = 14' - 0" 1" CLEAR L6 x 4(V) x 5/16 x 6" LONG STEEL CLIP ANGLE SPACED @ 24"o.c. (48"o.c. EACH SIDE) STAGGERED EACH SIDE OF MASONRY PARTITION. FIELD SET CLIP TO BOTTOM FLANGE OF STEEL BEAM WITH 1/2" DIA. BOLT EACH CLIP. PROVIDE 2" LONG SLOTTED HOLE IN CLIP. PLACE VERTICAL LEG TIGHT TO MASONRY PARTITION AND FIELD FILLET WELD WHEN COMPLETE. GALVANIZED EXTERIOR STEEL LOOSE LINTEL. REFER TO "STEEL LINTEL SCHEDULE" STRUCTURAL DRAWING S4.OA FOR SIZE. — EXTERIOR WINDOW SYSTEM, REFER TO ARCHITECTURAL DRAWINGS. — /I CONTINUOUS 12 GAGE GALVANIZED TRACK COLD FORMED STEEL STUD PARAPET TO BE DESIGNED AND PROVIDED BY COLD FORMED STEEL CONTRACTOR INCLUDING ANCHORAGE TO STEEL FRAMING BELOW CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO TOP OF BEAM. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. CEILING LINE TOP COURSE SHALL BE CUT TO EQUAL HEIGHT, CONTINUOUS. GROUT VOIDS SOLID. CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 12'-0". 8" REINFORCED MASONRY EXTERIOR PARTITION. REFER TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING S4.OA FOR REINFORCING SIZE, SPACING, AND ADDITIONAL REQUIREMENTS. CONTINUOUS MASONRY 8" x 16" DEEP BOND BEAM LINTEL, GROUT IN SOLID. REFER TO "REINFORCED MASONRY LINTEL SCHEDULE" STRUCTURAL DRAWING S4.OA S E C I r7 1" = 1'-0" 54.7 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 IRARD AND OMPANYI STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL. CT 06067 (860)563-3820 /�Nf �A1 0� (�j ll 1 /v� B;y�jl %�911 r Q E N S� ),NAL e MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE ROOF FRAMING SECTIONS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S4*7 3 1/2" I Top of Roof Framing_ I ELEV.=14'-0" i I I 35 0.4 1 GALVANIZED WIDE RIB STEEL ROOF DECK. ■ ■:■ .:�■.B■u■�:: ■■■■■■■■■■ ■■■■■■■■■■■■=■■u■■■■■■ ■■C■■■■■■■■■■i■■■■i�iiii�iiiiiiiiii ■■ ■■■■W■■■ ■■■■ ■ ■ ■■■ ■■■ ■■■■■■■■■■■■■■■■u■■■■■ ■■■■■ ■ ■ ■■ an STEEL FRAMING, REFER TO FRAMING PLAN FOR 1" Cl FAR TYPICAI -- ---- --- - CEILING LINE SECTION r4 — v S4.8 13 ALTERNATE No. 3 ANTENNA AND ANTENNA SUPPORT FRAMING BY OTHERS. I ' / / 7-- 1 I + I L-- li IV�j �I I To of�mnasium Steel Framing _ — _ — _ - ' _ � _ _ _ _ _ ELEV. = 25' - 4" I U A REFER TO SECTION 1/54.3 FOR PARTS SHOWN ONLY. I I I - I I - I I I I I SEE END BRACKET PLATE INFORMATION BELOW I 1 I i GALVANIZED HSS 3 x 2.5 ANTENNA SUPPORT I I FRAME BRACKETS. FILLET WELD ALL AROUND I I I TO HSS COLUMN FACE WITH 1/4" FILLET I ( I WELD. CENTER BRACKET ON COLUMN. I I I REFER TO ROOF FRAMING PLAN FOR LOCATIONS. (TWO LOCATIONS REQUIRED) I I I INCLUDE WITH "BASE BID" DESIGN. I ( I I Ir I I I 5/8" THICK END BRACKET PLATE GALVANIZED. I I I I I I FILLET WELD ALL AROUND TO HSS PIPE END I I I I WITH 1/4" FILLET WELD. COORDINATE PLATE I 1 SIZE AND BOLT SIZE AND LOCATIONS WITH I I ANTENNA BRACKET END PLATES. I I REFER TO SECTION 3/S4.8 FOR PARTS SHOWN ONLY. -4- Topof Roofg _Framin ELEV. = 14' 0" SECTION 11 1" = 1'-0" 54.8 Top of Roof Framing ELEV. = 14' - 0" i HSS 12 x 6(V) x 1/2 CONTINUOUS AROUND GYMNASIUM PERIMETER. CONNECTTO COLUMN EACH END. TOP OF HSS TUBE STEEL I ELEVATION = 16-8" I 1 CONTINUOUS L5 x 5 x 5/16. CLIP ANGLE HSS TUBE STEEL SUPPORT CONNECTION TOP AND BOTTOM OF TUBE STEEL, TYPICAL EACH END. I I CONTINUE VERTICAL LEG TO COLUMN I I CONTINUOUS DECK FINISH STRIP I FACE. CUT HORIZONTAL LE TO FIT J I ADnI IAIn rI ID ANIrl C CI IDDnDT r AI uIVV \ Wl / ImVL JVi I V1%I I I I .— 1 'I /1" nGCD %A/Inn DID - 1 Q �'A(,G - VL VV -,'\ 1 Vr� CONNECTION. i I iNIZED WIDE RIB STEEL ROOF DECK. TO PROJECT SPECIFICATIONS FOR HMENT TO STEEL FRAMING. LA Topof Roof Framing i I I I I I ELEV.= 14'_0" I _ I � I I I I I CLIP ANGLE CONNECTION SHOP WELDED TO FACE OF HSS COLUMN FOR fSTEEL CHANNEL END SUPPORT, TYPICAL. I SECTION r3 1" = 1'-011I., �-8 NMN Top of Roof Framing_ ELEV.=14'-U" I DOUBLE 6" DEEP COLD FORMED LIGHT GAGE STEEL SWING HANGER ROD SUPPORT. ATTACH FRAMING TO TRUSS BOTTOM CHORD THREE TRUSSES MINIMUM. MAXIMUM VERTICAL SWING LOAD = 500 lbs. SPACE STEEL TO RECEIVE HANGER. PROVIDE CONTINUOUS UNISTRUT ON OP OF STEEL MEMBERS TO RECEIVE HANGING ROD CLAMP. COORDINATE WITH SWING MANUFACTURER. I I I I I SWING THREADED ROD HANGER I I I I I I COLD -FORMED STEEL ROOF TRUSSES SPACED @ 4'-0"O.C. 6" DEEP COLD FORMED LIGHT GAGE STEEL HORIZONTAL BRACE. ATTACH TO TRUSS BOTTOM CHORD EACH END. PROVIDE CONTINUOUS UNISTRUT ON TOP OF HORIZONTAL STEEL MEMBERS TO RECEIVE SWING BRACE BOLTED CLAMP. COORDINATE WITH SWING MANUFACTURER. 13 C I H REVISIONS 1141 CONFORMED SET 1'-411 BEAM MARCH 22, 2019 HSS 12 x 6(V) x 1/2 CONTINUOUS AROUND GYMNASIUM __L __� HSS 12 x 6(V) x 1/2 CONTINUOUS AROUND GYMNASIUM -r— I v I ! PERIMETER. CONNECT TO COLUMN EACH END. I 'Sl I PERIMETER. CONNECT TO COLUMN EACH END. I _I I I - �--I— 1/2" DIA. THREADED ERECTION STUD L6 x 6 x 3/8 x 4" LONG SPACED @ 36"o.c. PROVIDE 2" WFI DFD Tn HSS TUBE STEEL FACE I HORIZONTAL l cl �rrrn , 1 11 r rr n An[[ tern nrnlT crT TOP OF HSS TUBE STEEL I. I - TOP OF HSS TUBE STEEL IIVRILVIV IHL JLV I I CV fIVLC rVR HW VJ I IVICIV I . JC I ELEVATION = 16 -8 I L6 x 6 x 3/8 x 4" LONG SPACED @ 36"o.c. PROVIDE 2" ELEVATION = 16 -8 I CLIP VERTICAL LEG TIGHT TO MASONRY WALL FACE. 1 it i it ` , FIELD FILLET WELD AFTER ADJUSTMENT. HORIZONTAL SLOTTED HOLE FOR ADJUSTMENT. SET CLIP VERTICAL LEG TIGHT TO MASONRY WALL FACE. I I 2" EXPANSION JOINT CONTINUOUS L5 x 5 x 5/16 I CONTINUOUS L5 x 5 x 5/16 FIELD FILLET WELD AFTER ADJUSTMENT. r 2"!EXPANSION JOINT ;, I 1/2" DIA. THREADED ERECTION STUD „ WELDED TO HSS TUBE STEEL FACE 1/4" 2-12 Ir — CONTINUOUS DECK FINISH STRIP 1/4 2-12 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE CONTZ 1 1 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE 1111111111IM1111111 RIB STEEL ROOF DECK. REFER TO PROJECT WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER ii■ WITH 2 #5 REFER 01 . • •• . . • •.CONTINUOUSGROUT IN • •• . . • •� PROJECT NO. TO "SCHEDULE OF DEFORMED BAR • EINFORCING 1101 TO "SCHEDULE OF DEFORMED BAR •• •STRUCTURALEINFORCING DRAWING�, sar...'� •• •STRUCTURAL• DRAWING,� .. _ • • • • BOND • • It�■• �w�i ■■■■■■iGiGiG oiiiir■■■■ • ' • : •• • �■ ■iiison,i ■ll—EiiGiiiiii■■ MEN Phase '+'■■1 r.l■■�1 ■■■■■■■■■■■■■■■■■a■■■■ ■ ■■■■■■■■■■ ■■■■I■■■■■■222 To • of Roof reetvv I� Top • • • •�u■■ J , ISM E,, J • SWING HANGER STRUT W BRACE. TWO STRUTS REQUIRED. SECOND STRUT'B' TO BE SET 90 deg. IN PI AN FRnM FIRST STRI IT, RFFFR Tn MANUFACTURFR'S SPECIFICATIONS FOR BRACING REQUIREMENTS. ---- ------------------------------- CEILING LINE SECTION r6 1" =1'-0" S4.8 \ \ I I -I- \ . I 1 1/2" DEEP WIDE RIB - 20 GAGE - GALVANIZED WIDE \ RIB STEEL ROOF DECK. REFER TO PROJECT \ SPECIFICATIONS FOR ATTACHMENTTO STEEL FRAMING. \\ - 12 \ t 7 \ l COLD -FORMED STEEL ROOF TRUSSES SPACED @ 4'-0"O.C. — ATTACH DECK EDGE TO CONTINUOUS COLD FORMED BENT PLATE WITH No. 12 SELF -DRILLING SCREWS SPACED @ 12"o.c. FOR LENGTH OF ROOF EDGE CONTINUOUS COLD FORMED 20 S° 1 -- \ \ GAGE BENT PLATES ATTACHED TO — — — — — — — — — — — — — — \ EACH TRUSS END TYPICAL. I \ \ --- CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO TOP OF BEAM WEB. WELD DECK EDGE TO TOP OF HORIZONTAL ANGLE LEG. _. r = —i r 1 ==1------------------ — ----- -------------- I li �! STEEL FRAMING, REFER TO 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE FRAMING PLAN FOR SIZE. RIB STEEL ROOF DECK. REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STEEL FRAMING? I [5 1/4" CEILING LINE SECTION 10 CEILING LINE Top of Roof Framing ELEV. = 14' - 0" 1 ;f I STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. Hllt BEAM I 3 1/2" EOD I SECTION r2 1" = 1'-0" �-8 T/STEEL FRAMING ELEV. = 9'-4" N N n I I n r r n i^ KIT1 n II I/ I I r Tn A�1/ nrNI T T(1 b DEEP LUN II IVVVVJ IRHLI\. DVLI IV MASONRY PARTITION WITH 1/2" DIA. HILTI EPDXY ADHESIVE ANCHORS SPACED @ 32"o.c. 5/8" PLYWOOD FLOOR SHEATHING `7 I 'f� STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 3 1/2" EOD x I I SECTION 1 1" = 1'_0" S4.8 }- '— 8" DEEP COLD FORMED STEEL JOISTS SPACE @ 16"o.c. CONTINUOUS MASONRY BOND BEAM REINFORCED f° WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER TOSCHEDULE OF DEFORMED BAR REINFORCING rnnlTinn In[ IQ nnAcnnlDV Rnnln QPAKA RFINFnar�n V1V 111J--- 1V1/ 01,1,1 BOND BE-1,1ORCED WITH 2 #5 CONTINUOUS, GROUT IN SOLID. REFER FOR MASONRY WALLS" STRUCTURAL DRAWING TO "SCHEDULE OF DEFORMED BAR REINFORCING S4.OA FOR SPACING OF BOND BEAMS. TOP OF FOR MASONRY WALLS" STRUCTURAL DRAWING BOND BEAM ELEVATION =+ 10-0 . S4.OA FOR SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 16'-0". SECTION 5 1" = 1`-0" S4°8 TOP OF HSS TUBE STEEL ELEVATION = 16-8" c,nNTINI lnl1S 15 x S x 5/16 8" DEEP COLD -FORMED STEEL JOISTS _ SPACED @ 16"o.c. BY COLD FORMED STEEL CONTRACTOR. -' 1/4" 2-12 + + I _' = 1/Z' 3�, 1/2", ,>, T p of Roof Framing �I �� 11 11 � S WIDE x 1/4 THICK CONTINUOUS STEEL PLATE —ELEV. = 14' - 0" - - ' -- WITH 3/4 x 1/4 STRAPS SPACED @ 32"o.c 6" WELDED TO BOTTOM OF PLATE AND SET INTO TOP OF MASONRY WALL. 211 �n CONTINUOUS MASONRY BOND BEAM REINFORCED WITH 2 #4 CONTINUOUS, GROUT IN SOLID. REFER r: TO "SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS" STRUCTURAL DRAWING y. S4.OA FOR SPACING OF BOND BEAMS. TOP OF BOND BEAM ELEVATION = + 13'-4". SECTION r7* N 1" =1'-0" �-8 I CEILING LINE S E C T! O N 9 1" = 1'-0" S4.8 Top of Roof Framing_ ELEV. = 14, - 0" HSS 12 x 6(V) x 1/2 CONTINUOUS AROUND 1 GYMNASIUM PERIMETER. CONNECTTO COLUMN EACH END. I LI { 1/2" DIA. THREADED ERECTION STUD j WELDED TO HSS TUBE STEEL FACE I r --- - , L6 x 6 x 3/8 x 4" LONG SPACED @ 36"o.c. PROVIDE 2" HORIZONTAL SLOTTED HOLE FOR ADJUSTMENT. SET CLIP VERTICAL LEG TIGHT TO MASONRY WALL i FACE. FIELD FILLET WELD AFTER ADJUSTMENT. 1 I 1 I CONTINUOUS DECK FINISH STRIP 1 1/2" DEEP WIDE RIB - 18 GAGE - GALVANIZED WIDE RIB STEEL ROOF DECK. 1 REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENTTO STEEL FRAMING. i I — y . rOK I j. t: STEEL FRAMING, REFER TO 2-71/4" FRAMING PLAN FOR SIZE. IMRD AND MAW, STRUCTURAL ENGINEERS L I :`.I 10 WATERCHASE DRIVE R0C0'HtLCatvE1Mj M7 X CONTINUOUS 12 GAGE GALVANIZED TRACK QF G Q CONTINUOUS L4 x 4 x 1/4. FILLET WELD TO .0N, o' 9 s' TOP OF JOIST TOP CHORD. WELD DECK��`°� ..�: EDGE TO TOP OF HORIZONTAL ANGLE LEG. * z of = CONTINUOUS DECK FINISH STRIP e 5911 ° 1 1/2" DEEP WIDE RIB - 18 GAGE - °%ss�ONAL . rdga�®aeaaaea980 i 211 GALVANIZED WIDE RIB STEEL ROOF DECK. - REFER TO PROJECT SPECIFICATIONS FOR ATTACHMENT TO STEEL FRAMING. 1 -7 r - T - - MOSER PILON NELSON ARCHITECT S STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE. 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 1 " CLEAR TYPICAL TITLE ROOF FRA 41NG SECTIONS I I I DATE 11 /2/2018 CEILING LINE COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. SECTION = 1-0 1 -8 - „, r> LOAD DESIGNATION BALANCED SNOW DRIFT SURCHARGE HEIGHT (Hb) SURCHARGE (Pb) HEIGHT (Hd) SURCHARGE (Pd) WIDTH (W) B1 1'-8" 30.00 PSF B2 7'-6" 113.00 PSF B3 6'-5" 115.00 PSF D1 V-3 1/2" 23.10 PSF 1'-8" 30.00 PSF 6-8" D2 V-3 1/2" 23.10 PSF 2'-10" 50.50 PSF 11'-3 1/2" D3 V-3 1/2" 23.10 PSF 0'-4" 5.80 PSF 2'-7" D4 V-3 1/2" 23.10 PSF 3'-4" 59.50 PSF 13'-3 1/4" D5 V-3 1/2" 23.10 PSF 2'-6" 45.00 PSF 10'-1" D6 V-3 1/2" 23.10 PSF T-10 1/2" 69.36 PSF 15--1 1/2" D7 1'-3 1/2" 23.10 PSF 1'-3" 22.10 PSF 4'-7 1/2" D8 V-3 1/2" 23.10 PSF Y-7" 10.30 PSF 2'-1" D9 /�11 1 -3 1/C 23.1U PSF 11 111 3 -O 11 In ,r, 63.20 PSF 9 A[ 9 I /nil 1't -1 1/L D10 V-3 1/2" 23.10 PSF 2'-0" 35.80 PSF 7'-8" SNOW DRIFT SURCHARGE LOADING SCHEDULE NOT TO SCALE HIGH ROOF SNOW LOAD DIAGRAM NOT TO SCALE RIM to I � f , � 3'6" a -6-6" 1 Q Q e ;ins 274) ��I i 3 •3'-6" T-6" m 3 m Q3, �51 -A f 1 1 "I � z z F m m 3 P I z m O Z 1 i» HIGH ROOF NET UPLIFT LOAD DIAGRAM NOT TO SCALE ZONE <10 SF <50 SF >100 SF 1 (-) 17.2 PSF (-) 13.6 PSF (-) 13.0 PSF 2 (-) 21.4 PSF (-) 18.5 PSF (-) 17.2 PSF 3 (-) 21.4 PSF (-) 18.5 PSF (-) 17.2 PSF 4 (-) 20.2 PSF (-) 14.4 PSF (-) 13.4 PSF 5 (-) 31.1 PSF (-) 21.3 PSF (-) 17.3 PSF 6 (-) 50.1 PSF (-) 27.1 PSF (-) 17.3 PSF -3'4' 7 (-) 32.2 PSF (-) 22.4 PSF (-) 18.1 PSF 8 (-) 52.5 PSF (-) 28.4 PSF (-) 18.1 PSF 9 (-) 16.1 PSF (-) 14.6 PSF (-) 14.1 PSF 1 REFERENCE SPECIFICATION SECTION 05 30 00 - "STEEL DECK" FOR FASTENING OF STEEL ROOF DECK TO STRUCTURAL STEEL AND COLD FORMED STEEL FRAMING FOR ALL WIND UPLIFT ZONES AS NOTED IN CHART ABOVE AND DESIGNATED ON NET UPLIFT LOAD DIAGRAM PLANS. LOW ROOF SNOW LOAD DIAGRAM NOT TO SCALE LOW ROOF NET UPLIFT LOAD DIAGRAM NOT TO SCALE S5.0 REVISIONS CONFORMED SET MARCH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 2 IRARD AND OMPANY P STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 'COU�): Ak Q7 awe ffe-161m PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 5 6 3 - 6 1 6 4 TITLE ROOF LOADING INFORMATION DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S5.0 REVISIONS CONFORMED SET MARCH 22, 2019 C f L U M N S C H E D U L E TOP OF HIGHROOF rnnnr uicu onnc Iut- yr nlljn nvvr 0„ 1 Oil oi, 1 oil -I STEELL FRAMING STEEL FRAMING me QA Mc ® Mc QA Mc QA Elevation = 25'-4" - Elevation 25'-4" w 10 - w 10 W 10 1 - CANTIL. CANTIL CANTIL. I m W 10 CANTIL. W 10 CANTIL. W 10 I CANTIL. _ TOP OF ROOF - 2' _" 0 2' - 0" m 61 m Ql Ql \- c, o 0 a\ i 0 1 1/2" 1 1/2" 1 1/2u 1 1/2n 1 1/2n 1 1/2n 0" 0" N ROOF OP OF ELL FRAMING STEEL FRAMING -1' - 11" O0 O° It °° il o -8" -8" -5' 0„ -8 -8 -3 pOilpOilST _ MC © W W 18 Elevation = 14'-0" " N \ N N N N MC AQ N Mc DA MC 0 MC © MC © mC 0 Mc 0 Mc 0 Mc © MC © MC ® MC 0 `� x `� x � x W _.._ _ 16 CANTIL.`�r N CANTIL ' CANTIL. Elevation = 14 -0 W 12 CANTIL. � X x x x x r x x N N N N <D lfl � � CO x 00 00 00 Lfl N N N N N \\-I N N \ N lfl \fl X N X X X 00 \-I X ,� n \ N 1. 1 00 '� tf) X 00 vi w 00 W 00 00 N \ �"� `1 \ U1 \ �{ \ �-I \ \ ,n \ �-{ \ In c\i X X c\-I X tl X X I\ X r-i �--I r-i rl c\n X x lD /Y X `n Q N cNi) U) N N x x x � " lD X X x tD X tD x lfl x lD lfl 1° x lD lfl tD lD Ln = N _ _ N = tD <0 x lD x x - M x lD 11) n X _ lD x lD x X X x C0 X 0 X X X x co x 0 x 1 tD x Lfl x lfl x lD x lfl x lD to lfl 0 STATE PROJECT NO. Ln x (Ln = u' vi n lD V) 0 � N (A Ln � in �' N _ V) _ _ �_ V) _ _ L _ _ N _ C _ N _ „ N _ , 1 N _ _ _ _ = TOP OF CONCRETE J2-0088 TOP OF CONCRETE Ln LElevation SLAB -ON -GRADE Phase 1 Of 4 SLAB -ON -GRADE = 0'-0" Elevation = 0'-0" 2" 2" 2" -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll -loll A/S5.2 C/55.2 A/55.2 A/55.3 (SIAMILAR) G/19" E/S5.2 E/55.2 (E/55.2 (SIMILAR) A/55.2 DJS5.2 A/55.2 D/55.2 PLAN DETAIL K/55.4 H/55.4 B/S5.2 B/55.3 B/55.2 B/S5.2 D/55.2 A/S5.2 C/55.2 A/S5.2 A/55.2 A/55.2 A/55.2 C/55.3 C/55.2 C/55.2 A/55.2 PLAN DETAIL R 5.3 /S D S5.3 / I< 55.4 J H/S5.4 16" 3/4" „ 16" 16" 3/4 „ 16 x 16 x 3/4 „ „ „ 16 x 16 x 3/4 16 x 16 x 3/4 12 X 14 X 3/4 " " " 14 X 14 X 3/4 " " 12 X 14 X 3/4 " 14 X 14 X 3/4 ° 14 X 14 X 3/4 14 X 14 X 3/4 " 14" X 3 4" 14 X / 12" X 14" X 3 4" / 12" X 14" X 3/4" 12" X 14" X 3/4" 14" X 14" X 3/4" 14" X 14" X 3/4" 12" X 14" X 3/4" 14" X 14" X 3/4" 12" X 14" X 3/4" 14" X 14" X 3/4" 19OFFSET 1" OFFSET 20" x 20" x 1" 20" x 20" x 1" 20" x 20" x 1" 14" X 14" X 3/4" 12" X 14" X 3/4" 14" X 14" X 3/4" 12" X 14" X 3/4" BASE PLATE SIZE BASE PLATE SIZE 12" x 12" x 3/4" 14" X 11" X 3/4" 12" X 12" X 3/4" 14" X 10" X 3/4" 16" x 16" x 3/4" 16" x x x x GRID REFERENCE A-5 A-9 B-5 B-9 13.1-6 13.1-10 B.1-11 B.9-6 B.9-10 B.9-11 C-2 C.9-19 D-2 D-10 D-11 E-10 E-11 E-19 F-2 G-2 G-10 G-11 G-19 G.8-17 H-2 H-10 I-1 1-4 1-8 1-13 1.2-17 1.2-19 1.6-16 1.6-19 GRID REFERENCE TOP OF HIGH ROOF TOP OF HIGH ROOF 0 0„ 01, p" p" 0" 0" 0' 0 STEEL FRAMING STEEL FRAMING 0 MC ® MC AO MC AO MC OA MC AQ MC AO Elevation = 25'-4" ion 25'-4" Elevat - o - MC OA MC OA MC AC) R4C AQ V1 , TOP OF ROOF Q TOP OF ROOF 1 1/2" 1 1/2" 1 1/2" I „ 0 „ 0 „ 0 „ 0 1 1/2" 1 1/2" _7" p" 0" 0" o" 0" 0i STEEL FRAMING d' STEEL FRAMING 0" 0" 0" 0" „ 7 0" ,, -7 3/4" N MC © N \ \ \ Elevation 14 0 - " Elevation - 14 -0 x N- xx MC B Mc 0 MC 0 NIC 0 - -On (711 � x Mc 0 Mc 0 Mc © X X x N x N x N -i x N -I A N N N X N X `� D 11-i co lD 00 00 X 1714 X x x lfl ri \ LD r-I \ LD -1 \ Lfl r-'1 \ N V) _ V) V) _ \ \ \ M \ rl \ M \ M \ V) N �-I fV c-I L\n fY Ln ,\f) c\-i r-1 c-1 Ln x X L\n X i1 X CY X M x c-i N Ln X N N � O to tf) f) l) c-I X X x X X X V) N lfl Lfl lfl X tD X x X lD X lfl lD X l0 x CO X lfl X lfl X Ln x- 1p x N = N = LD X Lfl x LD X l0 X lfl X lD x = = lfl X lD 1p X lfl CD x lD X l0 x Lfl x lfl = x x lD _ i �• N / �i� N X tD X x X x x X lfl lfl lfl CD lD ul lfl 0 v) lD m lD cn iD n CD cn lD cn m N v) n V) S = S S 2 S = S S = = TOP OF CONCRETE _--+ TOP OF CONCRETE G I�1 11 ElSLAB-ON-GRAN eva t on OA0..k1l. SLAB -ON -GRADE AIL Elevation = 0'-0" -10" -loll -10" -loll -loll -10" -10" -10" -loll -10" -10,1 -10" -10" -10" -10" -10" -loll -loll -10" -loll -10" -loll -10" -loll -loll -loll -loll -10" -10" -10' -10 -lo -10 -10 F/S5.2 E/55.2 (SIMILAR) A/S5.2 C/55.2 P/S5.4 P/S5.4 T/55.3 T/S5.3 N/55.3 U/55.3 P/55.3 P/S5.3 Q/S5.3 PLAN DETAIL E/55.2 A/S5.2 C/55.2 A/55.2 C/S5.2 T/55.3 S/55.3 A/S5.2 F/S5.2 E/55.2 A/S5.2 C/55.2 C/55.2 A/55.2 A/55.2 C/S5.2 A 55.2 / D 55.2 / F/S5.2 PLAN DETAIL D 5.2 /S A 55.2 / „ „ „ „ „ „ „ 14 19"x19"x1" � „ 14 x14 x;3/4 „ " i 20 x20 x1 " 20 x20 x1 " „ 20 x20 x1 PLATE SIZE � " " 14"x14"x3/4" 12"x14"x3/4" „ 14"x14 x3/4 „ „ 12 x14 x3/4 „ 12 x14 x3/4 „ 13 x13 x3/4 14 x14 x3/4 „ l 16 x20 x1 20 x20 x1 „ 14 x14 x3/4 „ 12 x14 x3/4 „ 12 x14 x3/4 14 x14 x3/4 14 x14 x3/4 „ 12 x14 x3/4 „ „ „ 16 x20 x1 20 x20' x1 14 x14 x3/4 12 x14 x3/4 12 x14 x3/4 14 x12 x3/4 14 x12 x3/4 x12 x3/4 OFFSET BASE BASE PLATE SIZE 4" 12 x 14 x 3/ , 14 x 14 x 3/4 14"x14"x34" / 12"x14"x34" / 16"x20"x1" 20"x20"x1" J-34 K-1 K-13 K.6-16 K 6 -19 L-32 L-34 L.1-26 L.1-27 L.1-31 M-1 M-13 M.3-16 M.3-19 N-26 N-31 N-32 N-34 0-1 0-13 P-14 P-19 Q-19 R-20 R-22 R-24 S-1 S-2 S-4 S-8 5-13 GRID REFERENCE GRID REFERENCE J-26 J-31 J-32 TOP OF NIGH ROOF STEEL FRAMING TOP OF HIGH ROOF STEEL FRAMING Elevation = 25'-4" Elevation = 25'-4" -_ - - it N 0 1 1/2" 1 1/2" i i „ 1 1/2" 1 1/2" TOP OF ROOF 0 0 0 TOP OF ROOFll, r"i1 1/2 1 1/2 0 1 1/2" 1 1/2" 0" 0" `' 0" 0" 0" 0" 0" 1V STEEL FRAMING STEEL FRAMING 0 0" 0" I Ln 7 3/4„ _71 l' 0" -- N -7 3/4" -7 3/4" N N MC © me © Mc © me © Elevation = 14'-0" = 14'-0" - W 16 W 16 mC 0 MC 0 MC 0 MC 0 w 16 J W 12 L W 12 mm lIJ CANTIL W 12 LElevation CANTIL. 4� I lD CANTIL LD 0 lD CANTIL. Lq LD lfl lfl lD lfl } � } O0 00 00 tD Ln00 lD 00 \ 00 00 + �n In m \n \n \n n \n zO X Oz m m x x x x x x x x n Ln m m n u� m m r X r X Ln x x X �n X X X X X x X X X x X � � Fn X X ul lD lfl lfl lD lfl lD 1p x X l0 X lfl X <D X Ln X CD X <D X tll X ,n m 0 lD lD tD LD lfl tD x tD x Ln x lD x <D x 0 to x x 0 x lD x m ( m u1 x x .D x � x to x x x x x to lD � .D x x x x °' x x x m ul x ul x tD x Lfl x x tD x tD x tD LQ lD ul lD l0 lfl lD V) lfl V) LD w V) Q V) Q ,_n u1 to V) V) V) V) V) cn N V) _ V) tD N Lfl V) lD V) lfl V) V) V) V) V) V) V) V) V) m N V) V) V) V) V) V) V7 V) V) � V) V) V) N N V) V) V) = S V) = V) m S = = m V) S V) = = = S = _ _ _ TOP OF CONCRETE V) V) V) V) V) Ln SLAB -ON -GRADE TOP OF CONCRETE SLAB-ON-GRADEIA LI 2" 2" Elevation = 0' 0 Elevation = 0'-0" -10" -10" -10, -10" -loll 2" -loll J -loll -10" -10" -loll -10" -10" -loll -10" -10" -loll -loll -loll -loll -loll _1 off -10" -10" -loll -101, -loll -10" -101, -loll -loll -loll A/55.2 A/S5.2 A/55.2 S/55.3 S/55.3 N/S5.4 M/S5.3 N/55.4 L/55.4 M/S5.4 L/55.3 V/S5.3 M/S5.4 R/55.3 A/55.2 A/55.2 A/S5.2 A/S5.2 A/S5.2 C/55.2 BASE BID D/S5.2 BASE BID R/S5.3 R/S5.3 (SIMILAR) C/55.2 A/55.2 A/55.2 A/55.2 A/S5.2 A/S5.2 A/55.2 A/55.2 PLAN DETAIL PLAN DETAIL A/55.2 C/55.2 (SIMILAR) S/55.3 „ " „ " „ „ 14 x 12 x 3/4 12 x 14 x 3/4 14 x 12 x 3/4 „ „ ,� �, 14 x 12 x 3/4 „ " 14 x 12 x 3/4 �� ,� ,� 14 14 3/4 ,� ,� �� „ �� , 14 x 12 x 3/4 12 x 12 x 3/4 14 x12 x3/4 12 x14 x3/4 � „ „ „ " „ „ „ ,� ,� „ " �' '� �� " " " 12 x 12 x 3/4 12 x 12 x 3/4 12 x 14 x 3/4 14 x 14 x 3/4 14 x 14 x 3/4 14 x 14 x 3/4 14 x 14 x 3/4 14 x 14 x 3/4' 14 x 14 x 3/4 BASE BID 14 x 14 x 3/4 " „ " „ " „ " „ „ � � „ 14 x 14 x 3/4 14 x 14 x 3/4 14 x 14 x 3/4 14 x 14 x 3/4 14 x 14 x 3/4 BASE PLATE SIZE IRARD BASE PLATE SIZE 14 x 14 x 3/4 12 x 14 x 3/4 14 x 14 x 3/4 „ „ „ 13 x 13 x 3/4 „ 14 x 14 x 3/4 14 x 14 x 3/4 13 x 13 x 3/4 13 x 13 x 3/4 OFFSET OFFSET OFFSET 12 x 14 x 3/4 OFFSET OFFSET x x BASE BID AND 1- 2 S 3 S.1-34 S.2-26 S.2-27 5.2-31 S.3-14 T-22 T-24 T.1-14 T.1-18.9 T.2-15 U-2 U-8 U-12 V-3 V-7 V.1-0.5 W-20 W-22 W-24 X-26 X-31 X-32 X-34 X.8-0.� X.8-1.8 Y-2 Y-7 Y-12 Y-18 Y-21 Y-23 Y-25 Y-30 GRID REFERENCE OMPANY GRID REFERENCE LLP STRUCTURAL. ENGINEERS 10 WATERCHASE DRIVE NUT AND WASHER. ROCKY HILL, CT 06067 (860)563-3820 BASE PLATE, REFER TO 2" EQ EQ 2" 2" EQ EQ 2" _ LEVELING NUT AND HEAVY WASHER SIZED COLUMN SCHEDULE BASE PLATE, REFER TO COLUMN 3/16 1" 4 SIDES - FOR FABRICATION HOLE IN BASEPLATE. FOR SIZE. SCHEDULE FOR SIZE. I I z O , N � � - COpgpv' •ii CV -------- -----� __ - ----- _-_-_ _ 4SIDES z z O TOP OF PIER OR WALL. 00�,,OF oo 0A�4••��, 1 I I 1/4 u� I- �Q itc� I w I o - :U _ eit= z v zct9E'� _ cO z HEADED ANCHOR ROD, REFER TO ' 0. 911 +0--__ = + LU LUMN E NOTES AND PLAN OETAI , z w z o c~o DLU S FOR SIZD SLAND ARRANGEMENTS. �`s`S�ONA'L � i Q m w ejeiiequu�ut"e® L" I I w I : J w BASEPLATE THREADED - - - - - - THICKNESS "t" PROJECTION - - N - -- - - N t 1" 0'-5" ANCHOR BOLTS, REFER TO ANCHOR BOLTS, REFER TO COLUMN SCHEDULE NOTES 4SIDES COLUMN SCHEDULE NOTES PLATE WASHER WELDED TO TYPICAL ANCHOR ROD DETAIL 1 WIDTH (B) 1/4 AND PLAN DETAILS FOR WIDTH (B) BASE PLATE. REFERENCE AISC MONSER AND PLAN DETAILS FOR SIZE AND EMBEDMENT. TABLE 14-2 FOR MIMIMUM NOT TO SCALE S5.1 I SIZE AND EMBEDMENT. WASHER SIZE AND THICKNESS. 771) �� HSS GRAVITY COLUMNS HSS FRAME COLUMNS C O L U M N SCH EDU LE NOTES -- I MOMENT CONNECTION TYPE DESIGNATION, REFER TO LATERAL FRAME 1. STRUCTURAL STEEL WIDE FLANGE (WF) COLUMNS TO BE ASTM A-992, Fy=50.0 k.s.i. NELSON 0 TOP OF COLUMN ELEVATION ELEVATIONS AND DETAILS ON DRAWINGS 56.1 AND 56.2. SQUARE AND RECTANGULAR STRUCTURAL HSS TUBING TO BE A.S.T.M. A-500, GRADE'B' STEEL, Fy=46.0 k.s.i. ARCHITECT S „ �� 2" EQ EQ 2" BASE PLATE, REFER TO 2 EQ EQ 2 MEASURED FROM REFERENCE LEVEL ROUND STRUCTURAL HSS TUBING TO BE A.S.T.M. A-500, GRADE'B' STEEL, Fy=42.0 k.s.i. 1/4 2 EQ EQ 2 COLUMN SCHEDULE ' 1 REFERENCE ELEVATION AT TOP 2. COLUMN BASES TO BE SET ON LEVELING NUTS AND WASHERS UNLESS NOTED OTHERWISE. 3o JORDAN LANE WETHERSFI563- CT. 06109 I FOR SIZE. I I 1/4 O^ + OF COLUMN CAP PLATE 3. ANCHOR RODS TO BE MANUFACTURED FROM A.S.T.M. F1554 GRADE 36 UNLESS NOTED OTHERWISE IN PLAN (sso) 563-616 4 BA SE PLATE REFER TO COLUMN I I 4 SIDES BASE PLATE, REFER TO COLUMN I I 1/4 I I Reference Level _ _ _ DETAILS. ANCHOR ROD SIZES SHALL BE PROVIDED AS FOLLOWS UNLESS PLAN DETAILS INDICATE OTHERWISE. SCHEDULE FOR SIZE. I I 3/16 1" SCHEDULE FOR SIZE. I I - - ELEV. = See Schedule u DP I I MC I COLUMN CAP PLATE WF (4) - 1"� x 1'-4" LONG HEADED ANCHOR ROD TITLE - 1/4 "' I I HSS (4) - 3/4"4 x 1'-4" LONG HEADED ANCHOR ROD COLU 1/4 1/4 I z I I z N I I STEEL COLUMN, SEE 4 ES TO E DRY CKED UNDER BASE WITH 2" MINIMUM 5,000 p.s.i. NON -SHRINK BHA,S SCHEDULE w - - - = w _ O - zI I - I I I SCHEDULE FOR SIZE D AND LEVELED.PLATES PLUMBEID GROUTA ERCOLUMN STEEE BEEN ERECTION TOLERANCES OF ALL COLUMNS AND FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH ALL C� w t z d LL, t LLI z J I I I I 5. A.I.S.C. STANDARDS AND PROJECT SPECIFICATIONS. -- - -' J I oU 6. TOP OF COLUMN ELEVATIONS GIVEN ARE TO TOP OF CAP OR COLUMN AT CENTERLINES RELATIVE (+/-) TO I COLUMN SIZE, SEE SCHEDULE I d THE LEVEL REFERENCED IN THE SCHEDULE. ANCHOR BOLTS, REFER TO ANCHOR BOLTS, REFER TO N --- ----- --- - -- I I I I 1 i REFERENCE ELEVATION AT 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY LATERAL SUPPORT TO THE STEEL FRAMING COLUMN SCHEDULE NOTES I I PLATE WASHER WELDED TO COLUMN SCHEDULE NOTES l I (+)^ I I � � BOTTOM OF COLUMN BASE PLATE DURING CONSTRUCTION. THE TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL ALL COLUMN SPLICES, > j AND PLAN DETAILS FOR BASE PLATE. REFERENCE AISC AND PLAN DETAILS FOR ANCHOR BOLTS, REFER TO Reference Level - _ I _ I COLUMN BASE PLATE SET ON NON- FRAME MOMENT CONNECTIONS, AND STEEL DECK HAVE BEEN COMPLETELY INSTALLED AND ACCEPTED. DATE 11/2/2018 f j f SIZE AND EMBEDMENT. WIDTH (B) TABLE 14-2 FOR MIMIMUM SIZE AND EMBEDMENT. WIDTH B ( ) 1/4 COLUMN SCHEDULE NOTES ELEV. -See Schedule (-) " SHRINK GROUT, SEE SCHEDULE FOR SIZE g STEEL FABRICATOR TO PROVIDE MASONRY TIE ANCHORS WELDED TO ALL COLUMN FACES WHERE Cc) y WASHER SIZE AND THICKNESS. AND PLAN DETAILS FOR WIDTH (B) 1J4 MASONRY IS ADJACENT TO OR BUTTS AGAINST COLUMN FACES. REFER TO ARCHITECTURAL DRAWINGS COPYRIGHT Moser Pilon Nelson Architects 1/4 SIZE AND EMBEDMENT. BOTTOM OF BASEPLATE -10 CONCRETE PIER OR FOOTING FOR LOCATIONS. 9. PROVIDE 3/8" THICK SEAL WELDED CLOSURE PLATE ON TOP OF ALL HSS COLUMNS TYPICAL U.N.O. DWG. NO. WIDE FLANGE FRAME COLUMNS WIDE FLANGE GRAVITY COLUMNS WIDE FLANGE GRAVITY COLUMNS ELEVATION MEASURED FROM TOP OF 1ST FLOOR SLAB.12 10. ALL COLUMN ENDS AT CAP AND BASE PLATES, AND COLUMN SPLICES, TO BE MILLED ENDS TYPICAL. 5 COLUMN SCHEDULE ILEGE �►DI 2 NO EXCEPTIONS. SPECIFICATIONS FOR STEELS50 51 TYPICAL CO LUMN I� SASE PLATE DETAILS 3 11. AESS -ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. REFER TO L S5.1 NOT TO SCALE S5.11 REQUIREMENTS. s NOT TO SCALE LU1 M N SI(ClE_� E D U �FE REVISIONS CONFORMED SET MARCH 22, 2019 TOP OF HIGH ROOF TOP OF HiGi-i ROOF STEEL FRAMING STEEL FRAMING Elevation = 25'-4" I I Elevation = 25'-4" _ w10 w10 w10 CANTIL. I N CANTIL. I N CANTIL N 2' - o" N N N TOP OF ROOF 1 1/2" 1 1/2" 1 1/2 " 1 1/2 " 1 1/2 " 1 1/2 " 1� p 1 1/2 1 1/2' �� 0 1 1/2' 1 1/2" _ 0 1 0 0 1 1/2 „ o, Mc ® Ol Mc AO T p" p" 1 1/2 1112 p1. 1 1/2 TOP OF ROOF STEEL FRAMING 0' 0 0" Mc © Mc © o m w 10 I - 6„ I -Z I p STEEL FRAMING CANTIL. I A�l. Elevation 14'-0" MC© MC© MC MC MC © MC � MC© MC MC© MC MC (711 MCO MC MC Elevation 14'-0" x x x 00 � 00 00 00 00 0000 00 00 >- N N N 00 00 00 N N lfl l9 lfl 00 00 N 00 00 X 00 X 00 X W 00 N N W m z m m m m m m m m z m m m r Ln Ln Ln m m - m Ln cn Ln m m x x Ln m x x tD 0 x LD x t0 x lD x x lfl x lD x lfl x LD x lD 0 0 x tD x LD x tD x CD x L.D x L.D x lD x t0 x Lfl x tD x LO x lD x LD x to x iD = _ = x l0 x to lD l0 x (.D to x t0 0 m x t0 x lD x L,D to x x Q0 x L.D x lD x L.D x to m x L.D x to x LD x CD x lD x L.D x lD x tD x L.D x L.D x w x lD x w x w x w x w x w x w x w x w x L.D Ln w V) V) V) v) (n 1-0 V) V) Ln V) V) N V) V) V) Ln w V) V) V) V) /) V) V) V) Ln N V) V) v) V) cn N Ln V) V) V) V) Ln V) V) cn (n V) V) V) V) v) V) V) (/) Ln Ln V) V) V) V) V) V) V) V) Q v) V) � Q TOP OF CONCRETE TOP OF CONCRETE SLAB -ON -GRADE SLAB -ON -GRADE Elevation = 0'-0" AlaElevation Li = 0'-0" -10" -10" -101, -10" -loll -1011 -101, -10" -10" -10" -loll -10" -10" -10" -1011 -10" -10" -10" -10" -10" -1011 -10" -10" -1011 -10" -loll -10" -loll -10" -1011 -101, -10" -10" -10" C/S5.2 D/S5.2 C/S5.2 C/S5.2 C/S5.2 C/S5.2 C/S5.2 C/S5.2 C/S5.2 D/S5.2 F/S5.3 E/S5.3 G/S5.4 G/S5.4 E/S5.3 H/S5.3 C/S5.3 C/S5.3 G/S5.3 A/S5.2 A/S5.2 L/S5.3 J/S5.3 L/S5.3 A/S5.2 B/S5.2 B/S5.2 B/S5.2 F/S5.4 K/S5.3 A/S5.2 F/S5.4 M/S5.3 J/S5.4 PLAN DEL PLAN DETAIL BASE BID BASE BID " 12 x 14 x 3/4 14" x 12" x 3/4" 14" x 12" x 3/4" 14" x 12""x 3/4 14" x 12" x 3/4" 14" x 12" x 3/4" 14" x 12" x 3/4" 14" x 12" x 3/4" 14" x 14" x 3/4" 12 x 14 x 3/4 14" x 12" x 3/4" 14" x 12" x 3/4" 14" x 12" x 3/4" 14" x 12" x 3/4" 14" x 12" x 3/4" 14" x 12" x 3/4" " � 14' x 12 x 3/4 " " " 14 x 12 x 3/4 i 1 1 14 x 12 x 3/4 " " � 14 x 14 x 3/4 " 1 " 14 x 14 x 3/4 12"x14"x34" / � " " 12 x 14 x 3/4 12"x14"x34" / " " 1 14 x 14 x 3/4 " 1 " 16 x 16 x 3/4 " 1 " 16 x 16 x 3/4 1 1 " 16 x 16 x 3/4 12"x14"x3/4" " 1 " 12 x 14 x 3/4 1 " " 14 x 14 x 3/4 12"x14"x3/4" 12"x14"x3/4" 12"x14"x3/4" BASE PLATE SIZE BASE PLATE SIZE BASE BID BASE BID OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET GRID REFERENCE Y-33 Z-2 Z-5.3 Z-12 Z-18 Z-21 Z-23 Z-25 Z-30 Z-33 AA-3A AA-6A AA-11A AA-12A AA-16A AA-19A BA-1A BA-2A BA-9 CA-4A CA-7A CA-12A CA-19A DA-11A DA-16A EA-1A EA-2A EA-3A FA-12A GA-19A GA.1-5A GA.1-11A HA-13A IA-14A GRID REFERENCE TOP OF HIGH ROOF TOP OF HIGH ROOF STEEL FRAMING STEEL FRAMING Elevation - 25'-4" Elevation = 25'-4" I i i N 10 IV 10 v 10 ANTIL. I ANTIL. I ANTILCN TOP OF ROOF 1 1/2" 1 1/2" co 00 00 1 1/2" 1 1/2" 0 1 1/2" 1 1/2" 1 1/2" 1 1/2" p1, 1" 1,1 1 p p oil p pll p,l p oil pi, 11/2" 11/2" oil il p TOP OF ROOF STEEL FRAMING 7 p1I I � -7 3/4" MC © -3" STEEL FRAMING Elevation - 14'-0° N9C © MC © N N N MC QA MC © NiC © MC © MC © MC © MC © MC © MC © MC © MC © - 16 MC © - ,,rW 16 M(- © Elevation - 14'-0" x x x 8F 00 m 00kD �I �I CIA 00 00 00 00 00 oo Ln m Ln m Ln m L» Ln m m m Ln r m m m r m m m 1n 1n T T T In l0 Ln t.= t.= t9 iD to lD lfl l9 Lfl lfl lfl t0 lD t= Ln lfl tD iD tD Ln l= lfl lfl tD tD lfl x tD x lD x tD x 1-0 x to x tD x t0 x 1D x lD x tD x (.0 x lD x L.D x 1,0 x to x tD x to x LD x lD x Ln m x lD x 1,0 x L.D x l0 x Ln m x L.0 x l0 x tD x tD x tD x lD V) V) Ln Ln N V) V) Ln Ln Ln V) Ln Ln V) V) Ln V) V) Ln Ln V) V") V) V) Ln V) Ln V) V) V) V) Ln V) Ln V) cn v) V) N V) Ln Ln Ln V) n V) v) V) N V) V) V) Ln in v) V) N v) v) Ln V) Ln TOP OF CONCRETE TOP OF CONCRETE SLAB -ON -GRADE SLAB Elevation = 0'-0" Elevation = 0'-0" -10" -10" -101, -10" -101, -101, -10" -1011 -10" -10" -10,1 -10,1 -1011-7-10" -1011 -1011 -10,1 -101, -1011 -loll -101, -10,1 -101, -101, -1011 -10,1 -loll -1011 -10,1 -10" -1011 -10" _1011-7-1011 A/S5.2 D/S5.2 B/S5.2 B/S5.2 B/S5.2 A/S5.2 J/S5.4 A/S5.2 E/S5.4 E/S5.4 A/S5.2 C/S5.2 M/S5.3 C/S5.3 C/S5.3 C/S5.3 D/S5.4 D/S5.4 A/S5.2 A/S5.2 C/S5.2 T/S5.3 S/S5.3 A/S5.2 A/S5.2 C/S5.2 T/S5.3 S/S5.3 A/S5.2 A/S5.2 C/S5.2 C/S5.2 A/S5.2 A/S5.4 PLAN DETAIL PLAN DETAIL �i " " 14 X14 x3/4 " " " 12 x14 x3/4 " " " 16 X16 x3/4 " " " 16 X16 x3/4 " " " 16 x16 x3/4 " " 1' 14 x14 x3/4 12 x 14 x 3/4 " " " 14 x14 x3/4 " " " 12 x14 x3/4 12 x 14 x 3/4 " " " 14 x14 x3/4 " 11 " 12 X14 x3/4 12 x 14 x 3/4"" " " 14 X12 x3/4 1 " " 14'x12 x3/4 " " " 14 x12 x3/4 " " " 14 x12 x3/4 " " " 12 x14 x3/4 " " " 14 x14 x3/4 " " " 14 x14 x3/4 " " " 12 X14 x3/4 1 11 i1 � 12 X14 x3/4 11 11 it 13 x13 x3/4 11 II II 14 x14 x3/4 11 11 11 14 x14 x3/4 11 11 II 12 X14 x3/4 11 1, �1 12 X14 x3/4 1 11 �� 1 13 x13 x3/4 II II �� 14 x14 x3/4 II II 11 14 X14 x3/4 it �� 11 12 x14 x3/4 Ii 11 11 12 X14 x3/4 1 " 14 x14 x3/4 1 1 14 x12 x3/4 BASE PLATE SIZE RACFPIATF�I7F �rrL•r,- nrrc�-r n�ccGT IA-18A IA-21A JA-1A JA-2A JA-3A JA-6A JA-13A KA-6A KA-13A LA-14A LA-18A LA-21A MA-10A NA-2A NA-3A NA-6A NA-8A OA-9A PA-17A PA-18A PA-21A QA-9A QA-15A QA-17A RA-18A RA-21A SA-9A SA-15A SA-17A TA-18A TA-21A UA-9A VA-17A WA-9A GRID REFERENCE GRID REFERENCE TOP OF HIGH ROOF TOP OF HIGH ROOF TOP OF HIGH ROOF STEEL FRAMING STEEL FRAMING STEEL FRAMING Elevation = 25'-4" Elevation = 25'-4" Elevation = 25'-4" TOP OF ROOF 1 1/2" 1 1/2" 0" 0" 0" 0" 0" TOP OF ROOF 0" 0" 0" 0" 0" 0" 0" 0" 0" TOP OF ROOF STEEL FRAMING STEEL FRAMING STEEL FRAMING Elevation = 14'-0" Mc © Mc © Elevation = 14'-0" J J J Elevation = 14'-0" 0 0 0 0 lD t9 t= - tD lfl o to r 1- o lD - o Z w r ° LD 6 z 00 0 z w 1--1 ° tD 6 z w 0 6 z Lu r m \ \ \ \ \ z \ z \ H m z F L) I- m z \n f- m I- x i'Dx x 0 0 0 0 0 Q LU 0 Lu Q 0� 1O Q 0 O tD � tx Q 0� `° x LD x tD x tD x 1 D x LD x tD x Lfl x Lfl z x 1.0 z x Lfl w X � z x LD Lu x to w J X L9 z 0-1 x L.D w Q x to w Q V) V) V) V) V) v) V) V) In N V) V) V) Lu V) V) Fw - w V) V) Q n _ H J V) V) Q V) Q Ln Lu J N V) n TOP OF CONCRETE S S 2 _ _ TOP OF CONCRETE = Q 0 _ Q 0 0 _ 0 Q a 0 _ 0 Q 0 0 Q a 0 = 0 0 a 0 Q TOP OF CONCRETE SLAB -ON -GRADE SLAB -ON -GRADE ¢ Q Q 11 SLAB -ON -GRADE Elevation = 0'-0" Elevation = 0'-0" Elevation = U-0" -10" -10" -10" -10" -10" -10" -10" -10" -10" -10" -loll -loll -10" -101, -101, -101, PLAN DETAIL B/S5.4 D/S5.2 C/S5.4 B/S5.4 C/S5.2 (SIMILAR) C/S5.4 Q/S5.4 PLAN DETAIL A/S5.2 ALT. BID C/S5.2 ALT. BID (SIMIL.) D/S5.2 A/S5.2 ALT. BID (SIMIL.) A/S5.2 C/S5.2 C/S5.2 ALT. BID (SIMIL.) C/S5.2 D/S5.2 PLAN DETAIL „ 14 x 11 x 3/4 12 x 14 x 3/4 14 x 12 x 3/4 14 x 11 x 3/4 12 x 14 x 3/4 " " " 14 x 14 x 3/4 " � 12 x 14 x 3/4 BASE PLATE SIZE 11 1� �i 14 x 12 x 3/4 �1 11 �1 12 x 14 x 3/4 i 1 " 12 x 14 x 3/4 �� 1� �� 14 x 14 x 3/4 i � � 14 x 14 x 3/4 " � 12 x 14 x 3/4 14" x 12" x 3/4" 14 x 12 x 3/4 12 x 14 x 3/4 " " BASE PLATE SIZE BASE PLATE SIZE ALT. BID ALT. BID ALT. BID ALT. BID GRID REFERENCE XA-18A XA-21A XA-28 YA-18A YA-20A YA-29 ZA-20A GRID REFERENCE X-32 X-34 X-35 Y-33 Y-34 Y-36 Z-33 Z-34 Z-36 GRID REFERENCE REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. COLUMN POCKET ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. T.P. = SEE FOUNDATION PLAN BASE PLATE 0 1'-1" 1011 2% 4" 4" 211 t. BASE PLATE I I I 1 i - Ln I I Ln- CD --- -i- - - -- � N L ' 1'-211 NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATION' STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. COLUMN POCKET STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. REINFORCED CONCRETE PIER, REFER TO FOUNDATION FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCI T.P. = SEE FOUNDATION PLAN REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. REINFORCED CONCRETE PIER, REFER TO FOUNDATION PI FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCIN REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. 0 0 0 1 T.P.=SLL VVIV V(IIIVIV L IV ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. PLAN DETAO L rrA^ REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. COLUMN POCKET ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. BASE PLATE ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS11 NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME _ I ELEVATIONS STRUCTURAL DRAWING SSA AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. � q I � REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. `- REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN T.P. = SEE FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. PLAN DETI L [B BASE PLATE 1'-311 -- ' ~1/2" OFFSET I I� 211 ,7II I p11 L2111. LL I O I BASE PLATE Lu I ' I cV D_ Lu0_J__ I Lu o V) 00 o I I I � I REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. T.P. = SEE FOUNDATION PLAN PLAN DETAL I= 1" = 1'-011 S5.2 X 5 1/2111'-2 NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I N Ln _ N N - STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. - REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. - T.P. = SEE FOUNDATION PLAN - COLUMN POCKET - REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. i STATE PROJECT NO. 132-0088 N Phase 1 of 4 i I I 01 � I I l I IRARD AND STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860)563-3820 Go r ENSO.�`��4� ® S/ONAL 11118119%enY!®e MOSER PT ILO N tI L S ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE COLUMN SCHEDULE DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S5o2 NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" 1'-1" 1'-3" 5 1/2" 8 1/2" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME I ELEVATIONS STRUCTURAL DRAWING S5.4 AND 5 1/2" 1'-10 1/2" NOTE: FRAMING PLANS FOR MOMENT FRAME LOCATIONS. REFER TO "TYPICAL COLUMN BASE PLATE COLUMN POCKET DETAILS" STRUCTURAL DRAWING S5.1 Kt INFOKl, tU UIVIKt It WALL, FOR ADDITIONAL INFORMATION. i`•- 10"y 10" ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS RE ER TO FOUNDATION T.W. = 0'- 0" 1 REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO SECTIONSFO� REINFORCING. 5" 2" COLUMN SCHEDULE NOTES STRUCTURAL DRAWING T.S. = o' 8' 55.1 FOF SIZE AND FRAMING PLANS FOR MOMENT FOUR(4) - 3/4" DIA. x 2'-0" LONG 1 FRAME IOCATIONS. HEADED ANCHOR RODS. REFER TO BASE PLATE _ COLUMN SCHEDULE FOR NOTES. N I Ln -- --- -I -I -I I _ f BASE PLATE STEEL COLUMN, REFER TO COLUMN - - -� REINFORCED CONCRETE WALL, I STEEL COLUMN, REFER TO COLUMN SCHEDULE SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. REFER TO FOUNDATION SECTIONS FOR SIZE AND FRAMING PLANS FOR ORIENTATION. 1 FOR REINFORCING. I REINFORCED CONCRETE PIER, REFER TO REINFORCED CONCRETE PIER, REFER TO 2 5" 5" �2" FOUNDATION PLAN FOR TYPE AND PIER FOUNDATION PLAN FOR TYPE AND PIER 1 SCHEDULE FOR SIZE and REINFORCING. SCHEDULE FOR SIZE and REINFORCING. T.P.- cG� GnI Inmo r1nn1 P1 onI T.P. = SEE FOUNDATION PLAN il- JLr: IVi I11V�\1iVK• iI -.i TWO(2) # 4 TIES ABOVE MASONRY SHELF SPACED @ 5"o.c. PROVIDE # 3 ANCHOR BOLT TIES REMAINDER OF A.B. LENGTH BELOW MASONRY SHELF. PLAN DETAILrE PLAN DETAIL 1" =1'-0" S5.3 1rI = 1'_0" 55.3 19A 1011 1'-1" REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. COLUMN POCKET NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING o N S5.1 FOR ADDITIONAL INFORMATION. - in STEEL COLUMN, REFER TO COLUMN _ `n SCHEDULE FOR SIZE AND FRAMING N PLANS FOR ORIENTATION. REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. ANCHOR BOLTS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE. PLAN DETAIL K NOTE: 13 REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR I SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. FOUNDATION WALL 1 AT STAIR BASE J 1'-0" I 1'-0" BASE PLATE REINFORCED CONCRETE WALL, T.W. = 0'- 0" REFER TO FOUNDATION 1 I I SECTIONS FOR REINFORCING. I , T.W. = 2' - 0" - N 00 %n i I i 00 BASE PLATE l�1011 1'-1" T.S. _ -0'- 8'1 1'-0" 1'-0" NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAIVIINu PLAINS FOR IVIVIVIEN I FRAME LO'CA I IONNS. COLUMN POCKET 5 1/2" I'll-, 5 1/2" T.W. = o' 8° - `V I ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN POCKET COLUMN SCHEDULE NOTES STRUCTURAL DRAWING N r.w.=o'-o" I S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT T.S. -0' s" .S.=-0'-8" 2" 5" 42" FRAME LOCATIONS. _ r I d 00 In BASE PLATE - T.W. = o' o" N CIA STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. REINFORCED CONCRETE WALL, REFER 0 REINFORCED CONCRETE PIER, REFER TO FOUNDATION SECTIONS FOR REINFO CING. FOUNDATION PLAN FOR TYPE AND PIER SC HFni IL F mSI7F and FINFU(-IN 10111011. R RRG T.P=SEEOUNDATION PLAN PLAN DETAIL 1" =1'_0" S5.3 19A T.W.=-0'-8" I REINFORCED CONCRETE WALL, NOTE: REFER TO FOUNDATION REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" 10" 1'-1" SECTIONS FOR REINFORCING. STRUCTURAL DRAWING S5.1 FOR ADDITIONAL COLUMN POCKET INFORMATION. REFER TO LATERAL FRAME 2" 5" 5" 2" ELEVATIONS STRUCTURAL DRAWING S5.4 AND T.P. SEE FOUNDATION PLAN T.W.=O'-0" FRAMING PLANS FOR MOMENT FRAME LOCATIONS. NOTE: T.S. -0'- 8" COL MN POCKET _ I I I REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. T - ANCHOR BOLTS, REFER TO COLUMN 17, �4 - SCHEDULE NOTES STRUCTURAL -- --�-- -- �- - - DRAWING S5.1 FOR SIZE. - - - - - - qq -- --CD ---Tr- f-- -- - fi i STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING ANCHOR BOLTS WITH FIELD WELDED PLATE N o PLANS FOR ORIENTATION. WASHERS REQUIRED AT MOMENT FRAME REINFORCED CONCRETE PIER, REFER TO LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING I BASE PLATE FOUNDATION PLAN FOR TYPE AND PIER PLANS FOR MOMENT FRAME LOCATIONS. SCHEDULE FOR SIZE and REINFORCING. STEEL COLUMN, REFER TO COLUMN SCHEDULE I T,P, = SEE FOUNDATION PLAN FOR SIZE AND FRAMING PLANS FOR ORIEN IAi ION. 1 \- 10 1/2" 5 1/2" T.W. = 0'- o" REINFORCED CONCRETE PIER, REFER TO �- T.W. = -0'- 8" FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. , REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. PLAN DETAIL PLAN DETAI L rH ill - it -nil S5.3i „ = i ,-�„ Sry 4/8 1 NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" I 5 1/2"1. V-2 1/2" 1'-3" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. NOTE: REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING I REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" 1'-311 BASE PLATE S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I STRUCTURAL DRAWING S5.1 FOR ADDITIONAL 1/2' ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS INFORMATION. REFER TO LATERAL FRAME 2" 7" I 8" 2" REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO I FOUNDATION WALL EXTEND ELEVATIONS STRUCTURAL DRAWING 55.4 AND COLUMN SCHEDULE NOTES STRUCTURAL DRAWING 55.1 FOR I FROM TOP OF FOOTING TO T.W. FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I II ELEVATION SHOWN BELOW. T.W. = z' o" SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. T.P. = SEE FOUNDATION PLAN 8" 1'-0" 1'-011I 8„ REINFORCED CONCRETE WALL, REFER TO ' FOUNDATION SECTIONS FOR REINFORCING. j II FOUNDATION WALL EXTEND T.W.=1'-4" 11 I FROM TOP OF FOOTING TO T.W. ANCHOR BOLTS WITH FIELD WELDED PLATE f, II I ELEVATION SHOWN BELOW. BASE PLATE , WASHERS REQUIRED AT MOMENT FRAME I ,j I LOCATIONS, REFER TO COLUMN SCHEDULE NOTES T.W. =0'- 4" REINFORCED CONCRETE WALL, I I I STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING I� REFER TO FOUNDATION PLANS FOR MOMENT FRAME LOCATIONS. II cn SECTIONS FOR REINFORCING. I I �+ COLUMN POCKET w ( , --1---- N ♦- N- - - - - - - - - - - - -- - - - - - - - - - - - f 00 _ N N 00 BASE PLATE Ln I I Z)o T.S. _ -0'- 8" f I I N COLUMN POCKET T� COLUMN POCKET T.P. = SEE FOUNDATION PLAN T.P. = SEE FOUNDATION PLAN STEEL COLUMN, REFER TO COLUMN SCHEDULE I j STEEL COLUMN, REFER TO COLUMN SCHEDULE I REINFORCED CONCRETE PIER, REFER TO FOR SIZE AND FRAMING PLANS FOR ORIENTATION. 1 I FOUNDATION PLAN FOR TYPE AND PIER STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. 2" 1 L 8' 8" 1 2" 8" 8" I 1 2SCHEDULE FOR SIZE and REINFORCING. FOR SIZE AND FRAMING PLANS FOR ORIENTATION. i T.W. = 2' -0" 2" " REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN REINFORCED CONCRETE PIER, REFER TO I FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. I FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. PLAN DETAIL rQ_'*"N PLAN DETAIL P PLAN DETAIL rN 1" = 1'_0" 55.3 1,I = 1'_0" S5.3 1" =1'-0" 3 2 1'-1" 1011 NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" I NOTE: NOTE: STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. I REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" I 1 STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. STRUCTURAL DRAWING S5.1 FOR ADDITIONAL REINFORCED CONCRETE WALL, 8" 5" I " 5" 1. 8" INFORMATION. REFER TO LATERAL FRAME REFER TO FOUNDATION I I ELEVATIONS STRUCTURAL DRAWING S5.4 AND REINFORCED CONCRETE WALL, SECTIONS FOR REINFORCING. I BASE PLATE T.W. = 2' _0' 2"AMING PLANS FOR BRACE FRAME LOCATIONS. =o'-4" T.P. =1'SEE FOUNDATION PLAN 2" 4" 1 4" 2" REFER SECTIONOS FORNREATION N REINFORCING. COLUMN POCKET 5" T.W.T.w. 511 21lI T.W.TW=-4" T.P. = SEE FOUNDATION PLAN STEEL COLUMN, REFER TO COLUMN SCHEDULE T.W. = 0'- 0", 2" 5" I 5" 2" REINFORCED CONCRETE WALL, FOR SIZE AND FRAMING PLANS FOR ORIENTATION. TREFER TO FOUNDATION 00 SECTIONS FOR REINFORCING. 00 -`� --- - -- I -- -- N zn Ln `n f COLUMN POCKET ci N I I "' 1° in in j I j En Ln I (Dv-N -- -- --- I I - - ---- - _ - j- - - - - - - --- -�- - -�-- -- Ln _ Ln _ cv -- - - --_ o - rl N � 0) N i I i BASE PLATE i i - ANCHOR BOLTS WITH FIELD WELDED PLATE I BASE PLATE I T.W. = z' o" m WASHERS REQUIRED AT MOMENT FRAME T.P. -SEE FOUNDATION PLAN REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN � I COLUMN POCKET LOCATIONS, REFER TO COLUMN SCHEDULE NOTES 1 FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. STRUCTURAL DRAWING S5.1 FOR SIZE AND I REINFORCED CONCRETE PIER, REFER TO REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FRAMING PLANS FOR BRACE FRAME LOCATIONS. I T.W. = 0' 8" STEEL COLUMN, REFER TO COLUMN SCHEDULE T.W. = 2' -0" I FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. FOUNDATION PLAN FOR TYPE AND PIER FOR SIZE AND FRAMING PLANS FOR ORIENTATION. , I SCHEDULE FOR SIZE and REINFORCING. STEEL COLUMN, REFER TO COLUMN SCHEDULE ANCHOR BOLTS, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. 1'-2" 3" 10" NOTES STRUCTURAL DRAWING S5.1 FOR SIZE. T.W. = o' o" It di 5 1/2" 7 1/2" ANCHOR BOLTS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE. PLAN DETAIL rv""\ PLAN DETAIL 1u PLAN DETAIL T 1" - 1'-0" S5.3 1" = 1'-0" S5.3 1r, = 1'_0" S5.3 N 0 NOTE: REFER TO "TYPICAL COLUI` DETAILING" STRUCTURAL ADDITIONAL INFORMATIC ANCHOR BOLTS, REFER TC SCHEDULE NOTES STRUCT DRAWING S5.1 FOR SIZE. STEEL COLUMN, REFER TC SCHEDULE FOR SIZE AND f PLANS FOR ORIENTATION. REINFORCED CONCRETE P FOUNDATION PLAN FORT SCHEDULE FOR SIZE and R NOTE: 2 REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" 1'-1" 1011 STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME 11 6 I ELEVATIONS STRUCTURAL DRAWING S5.4 AND 1011FRAMING PLANS FOR MOMENT FRAME LOCATIONS. REINFORCED CONCRETE WALL, REFER TO 1-2 3 I MI INInATIMII SECTIONS FOR REINFORCIN(-,. REINFORCED CONCRETE WALL, REFER TO T.W. = 0'- 0" FOUNDATION SECTIONS FOR REINFORCING. I COLUMN POCKET ANCHOR BOLTS, REFER TO COLUMN 2" 4" 14" 2" T.P. = SEE FOUNDATION PLAN SCHEDULE NOTES STRUCTURAL REINFORCED CONCRETE PIER, REFER TO DRAWING S5.1 FOR SIZE. FOUNDATION PLAN FOR TYPE AND PIER BASE PLATE SCHEDULE FOR SIZE and REINFORCING. I I NOTE: - ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO STRUCTURAL DRAWING S5.1 FOR ADDITIONAL COLUMN SCHEDULE NOTES STRUCTURAL DRAWING INFORMATION. REFER TO LATERAL FRAME - - f I I S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT - ELEVATIONS STRUCTURAL DRAWING S5.4 AND H - - - _ _i FRAME LOCATIONS. FRAMING PLANS FOR MOMENT FRAME 1-1-1- LOCAT � STEEL COLUMN, REFER TO COLUMN SCHEDULE CTCCI nl 1 IPAN RCCR Tn )l 1 IKA1Z1`-WhI II G _-_ _ _ IONS. I rL_uly„v,nu n iw1-11 - P � FORK SIZE AND FRAMING PLANS FOR ORIENTATION. N FOR SIZE AND FRAMING PLANS FOR ORIENTATION. N L REINFORCED CONCRETE PIER, REFER TO T.W. = 0'- 0" j 1 FOUNDATION PLAN FOR TYPE AND PIER BASE PLATE I I SCHEDULE FOR SIZE and REINFORCING. N I 2"I 6' 6" 2�� T.P. = SEE FOUNDATION PLAN I I I T.W. =00" , REINFORCED CONCRETE WALL. REFER TO FOUNDATION SECTIONS FOR REINFORCING. PLAN DETAIL B PLAN DETAIL rA 1" = 1'-0" S5.3 1,I = 1. _0 S5.3 9 I 1'4" 21_6" I L 10" s ? �'= 51/2" 1'-0112" i- 51/2" 1'-711 51/2" op I T.S. _ -0'- 8" i T.W.=0'-0" COLL MN POCK T I BASE PLATE 1 I I I I N Lif - --- ---� - I--- - - - - - - -- UM `- REINFORCED CONCRETE WALL, o iv T ----- I I - REINFORCED CONCRETE WALL, REFER TO f _ -1 - - c•I o REFER TO FOUNDATION SECTIONS FOR REINFORCING. L FOUNDATION SECTIONS FOR REINFORCING. ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS - � - - 2" 5" �� REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR I N I I SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. f 1 - N I STEEL COLUMN, REFER TO COLUMN SCHEDULE r' FOR SIZE AND FRAMING PLANS FOR ORIENTATION. REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN I BASE PLATE FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. ,AT,,,l,, ,,, AA rHIIVIv rLr�Iv i � � „ 1 SEE FOUNDATION PLAN _UMN POCKET I � NOTE REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO 5 1/2" 8 1/2" LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. PLAN DETAIL _►N DETAIL rF 1" =11 11 55.3 1" = 1'-10" S5.3 9 1 1,-2„ It 1" I 10" ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS COLUMN POCKET REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO Z'L 5111 1 3" 2" COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. NOTE: N _ f REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" o N _ 1 I f STRUCTURAL DRAWING S5.1 FOR ADDITIONAL Ln N INFORMATION. REFER TO LATERAL FRAME I 1 I ELEVATIONS STRUCTURAL DRAWING S5.4 AND --- - -I- BASE PLATE j I f FRAMING PLANS FOR MOMENT FRAME LOCATIONS. 00 N T ( STEEL COLUMN, REFER TO COLUMN SCHEDULE I FOR SIZE AND FRAMING PLANS FOR ORIENTATION. T.P. = SEE FOUNDATION PLAN REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN 10" I I 6" L 8" FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. 11 REINFORCED CONCRETE WALL, REFER TO FOUNDATION SECTIONS FOR REINFORCING. PLAN DETAIL M 1" = 1'_0" S5.3 1011 1011 REINFORCED CONCRETE WALL, REFER TO FOUNDATION 4 1/2" 4 1/2" 2" 1 2" SECTIONS FOR REINFORCING. NOTE: i REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. REFER TO LATERAL FRAME CD ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR BRACE FRAME LOCATIONS. f j j STEEL COLUMN, REFER TO COLUMN SCHEDULE (V N------f -----1-- - FOR SIZE AND FRAMING PLANS FOR ORIENTATION. ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING BASE PLATE S5.1 FOR SIZE AND FRAMING PLANS FOR BRACE FRAME LOCATIONS. T.P. = SEE FOUNDATION PLAN REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. PLAN DETAIL S 1" =1'-0" S5.3 REVISIONS CONFORMED SET MARCH 22, 2019 S T ATE PROJECT NO. 132-0088 N Phase 1 of 4 IRARD Sl ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS AND MOMENTREQUIRED AT LOCATIONS, O 2" 3" I j 5" 2° COLUMN SCHEDULE NOTES STRUCTURAL DRAWING OMPANY 55.1 FOR SIZE AND FRAMING PLANS FOR MOMENT LLr I I I FRAME LOCATIONS. STRUCTURAL ENGINEERS I - NOTE: 10 WATERCHASE DRIVE REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL � � ROCKY HILL, CT 06067 fi INFORMATION. REFER TO LATERAL FRAME (860) 563-3820 ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I - At- _ - STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN �i' C>.�'',ao FOR TYPE AND PIER SCHEDULE FOR SIZW and REINFORCING. �.•`�,��L , ram: T.P. = SEE FOUNDATION PLAN I 15919 iQ 7 REINFORCED CONCRETE WALL, REFER TO , f FOUNDATION SECTIONS FOR REINFORCING. �saIONAL�NG°°e �Itrrfise raet@a0 PLAN DETAIL 1" =1'-0" S5.3 I \ 4" MASONRY SHELF TYPICAL ALL AROUND ANCHOR BOLTS, REFER TO COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR SIZE. NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. T.S. = -0'- 8" - BASE PLATE - STEEL COLUMN, REFER TO COLUMN SCHEDULE FOR SIZE AND FRAMING PLANS FOR ORIENTATION. - REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. - T.P. = SEE FOUNDATION PLAN _PLAN DETAIL R 1" =1'-0" S5.3 MOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 ( 8 6 0 ) 563-6164 TITLE COLUMN BASE PLAN DETAILS DATE 11 /2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S5*3 8A 28 29 18A \� REINFORCED CONCRETE WALL, REFER TO 13A 14A FOOTING COLUMNS, PIER and FOOTING FOUNDATION SECTIONS FOR REINFORCING. ANCHOR BOLTS WITH FIELD WELDED 1-oilFOOTING NOTE: NOTE: 1 7 1 2 OTT, NG 10 8 8 10 �� I � � �� " \\ ANCHOR BOLTS WITH FIELD WELDED PLATE 811 REFER TO TYPICAL COLUMN BASE PLATE DETAILS / r - - - - - - - -; - - - i - - - - - - - - - - - 10 10' T.W. = 0' 0" / WASHERS REQUIRED AT MOMENT FRAME r NOTES PLATE WASHERS REQUIRED AT MOMENT REFER TO TYPICAL COLUMN BASE PLATE DETAILS STRUCTURAL DRAWING S5.1 FOR ADDITIONAL 3 1/2 �- FRAME LOCATIONS, REFER TO COLUMN I ' STRUCTURAL DRAWING S5.1 FOR ADDITIONAL ' I 1 ' ' LUI,A I IUIVJ, Ktrtt(REFER I V COLUMN SCHEDULE INFORMATION. REFER TO LATERAL FRAME I ANCHOR sOLTS REFER TO COLU N SCHEDULE 1 2 5 5 2 \ SCHEDULE NOTES STRUCTURAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND I I BASE PLATE „ STRUCTURAL DRAWING S5.1 FOR SIZE AND DRAWING S5.1 FOR SIZE AND FRAMING ELEVATIONS STRUCTURAL DRAWING S5.4 AND NOTES ST UCTURAL DRAWING S .1 FOR SIZE. ANCHOR BOLTS WITH FIELD WELDED 10 FRAMING PLANS FOR MOMENT FRAME LOCATIONS. FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I I I I ( PLATE WASHERS REQUIRED AT MOMENT PLANS FOR MOMENT FRAME LOCATIONS. FRAMING PLANS FOR MOMENT FRAME LOCATIONS. STEEL COLUMNS, REFER TO COL MN SCHEDULEN FRAME LOCATIONS REFER TO COLUMN T.P. = SEE FOUNDATION PLAN - I I BASE PLATE FOR SIZE ND FRAMING PLANS FIR ORIENTATI N. ( I7 � I I __ r-- - - - - - - - - --- ---- - ---- - - - - - - - - - - 6" 5" 3" , z 0 m - SCHEDULE NOTES STRUCTURAL DRAWING r--------- L--------- I 10" 6" 8" 6" 10" r- I o `�-- - -- -- -- S5.1 FOR SIZE AND FRAMING PLANS FOR I COLUMN POCKET COLUMN POCKET 1 0 - - I I 10" 10" ANCHOR BOLTS, REFER TO CCILUMN I I m -MOMENT FRAME LOCATIONS. N _ - - - _ _-_ _ T.W. = 0' 0" SCHEDULE NOTES STRUCTURAL J I I I I ANCHOR BOLTS, REFER TO COLUMN 1 ��I I DRAWING S5.1 FOR SIZE. 1 0 _ _ SCHEDULIE NOTES STRUCTURAL w _ --- - -- -- - - - - - - - - - - BASE PLATE 2 5 5 I � -`V - - - ----- I DRAWIN� S5.1 FOR SIZE. a _ 1° `" _ I _ _ STEEL COLUMNS, REFER TO COLUMN i (D T.W. = 0' 0" I BASE PLATE I BASE PLAT I I T.W. = 0' 0" 2', T.P. = SEE FOUNDATION PLAN) m I I N N - SCHEDULE FOR SIZE AND FRAMING N ----- - - - _ o - - - _ - - -I - I --- - -- -- - � PLANS FOR ORIENTATION. T.P. = SEE I OUNDATION PLAN I 1 REINFORCED CONCRETE PIER, REFER TO I I REINFORCED CONCRETE PIER,IREFER TO I - - - 1° _ _ _ I _ _1 - _ I -1 FOUNDATION PLAN FpR TYPE AND PIER - - - _ FOUNDATION PLAN FOR TYPEIAND PIER N - j - - --- ( / i YA \ I i I ANCHOR BOLTS, REFER TO COLUMN WA BASE PLATE J 1 N ( SCHEDULE FOR SIZE alld REINFORCING. N _ _ _ _-_1 _- I , SCHEDULE FOR SIZE and REINIORCING. _ _ - I J _ _ _ m -- -- -- -- SCHEDULE NOTES STRUCTURAL ' \ 0 - _ 1 I / L _ -j- I - I BASE PLATE `V DRAWING S5.1 FOR SIZE. 2" 5" 5' r-iT.P. = SEE I - - _ - _ _ _ I _ _ I I _ - _ - - - _ - _ - NA = "� / I 1 Ln1 m i I I REINFORCED CONCRETE PIER REFER TO STEEL COLUMN, REFER TO COLUMN I �n I I FOUNDATION PLAN I = I I I j -�--- --� -- 12" SCHEDULE FOR SIZE AND FRAMING _ _ _ �r I I N FOUNDATION PLAN FOR TYPE AND PIER REINFORCED CONCRETE PIER, REFER TO PLANS FOR ORIENTATION. I I T.P. SEE FOUNDATION PLAN _ - - - - - - - - - KA _ - _ _-_ _ �_-_ _ I I I BASE PLATE I SCHEDULE FOR SIZE and REINFORCING. REINFO CED CONCRETE PIER REFER TO FOUNDATION PLAN FOR TYPE AND PIER o z� I (jAD -, , C F. L - N 0 I o p �' �' I I I I FOUNDDTION PLAN FOR TYPE AND PIER T.P. =SEE FOUNDATION PLAN I SCHEDULE FOR SIZE and REINFORCING. 9A L F' _ _ ( / / / 2" 5" L 5" 2" SCHEDULE FOR SIZE and REINFORCING. NOTE: NOTE: NOTE: - _ 1 - I _ ^� _ I N 1 / 2"1 5" 5" "2" REFER TO "TYPICAV COLUMN BASE PLATE DETAILS" REFER TO TYPICAL COLUMN BASE PLATE DETAILS STRUCTURAL DRAWING 55.1 FOR REFER TO TYPICAL COLUMN BASE PLATE DETAILS STRUCTURAL DRAWING 55.1 FOR IT -( I _ I LA I I Ln 1 / I STRUCTURAL DRA�/vING 55.1 FOR ADDITIONAL ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL ADDITIONAL INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL I I I I - - �n - _ - _ _ - _ - _ - - _ I_ _ - - _ I DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. 1 OA T.P. =SEE FOUNDATION PLAN I INFORMATION. R FER TO LATERAL FRAME COLUMN POCKET I Ln - I YA I I ELEVATIONS STRUCTURAL DRAWING 55.4 AND PLAN DETAIL B PLAN DETAIL A COLUMN POCKET 2"1 5" i 3" 12" I ' 1 I - --- -- 0 1 1 FRAMING PLANS OR MOMENT FRAME LOCATIONS. I I I I N �I I �- - - - - - - - 1" = 1'-0" 55.4 1„ = 1'-0" S5.4 BASE PLATE I STEEL COLUMNS, REFER TO COLUMN ( BASE PLATE I L I REINFORCED CONCRETE FOOTING, REFER 11�� FOOTING 12A 1 SCHEDULE FOR SIZE AND FRAMING I TO FOUNDATION PLAN FOR TYPE AND PIER 2 3 I 5 2 N I I STEEL COLUMNS, REFER TO C LUMN T.W. = 0' o" NOTE: 7„ 1'-1" BASE PLATE PLANS FOR ORIENTATION. I I I SCHEDULE FOR SIZE and REINFORCING. REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" 2" 4" 4" 2" SCHEDULE FOR SIZE AND FRAI ING STRUCTURAL DRAWING 55.1 FOR ADDITIONAL ( I ANCHOR BOLTS WITH FIELD w�LDED PLATE PLANS FOR ORIENTATION. P LAN DETAIL � � I INFORMATION. REFER TO LATERAL FRAME 1 REINFORCED CONCRETE FOOTING, WASHERS REQUIRED AT MOMENT FRAME I 1" - A 11 REFER ANCHOR BOLTS, REFER TO CD<LUMN _ S5.4 ELEVATIONS STRUCTURAL DRAWING 55.4 AND I TO FOUNDATION PLAN FOR TYPE AND PIER ( LOCATIONS, REFER TO COLUMN SCHEDULE NOTES I SCHEDULE NOTES STRUCTURAL FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I SCHEDULE FOR SIZE and REINFORCING. STRUCTURAL DRAWING S5.1 FpR SIZE AND I ' 10" DRAWING S5.1 FOR SIZE. I NOTE: IF - - - - - - - - - - - -� .---- ----- ---- - - - - - - - - - I FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I I REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" I I � BASE PLATE STRUCTURAL DRAWING S5.1 FOR ADDITIONAL 11A 12A I 10" 6" I 8" 6" I I 10" 1 -------------------------------� I I INFORMATION. REFER TO LATERAL FRAME 1 I I PLAN DETAIL E 1" =1'_0" S5.4 1(_3A1 NOTE: REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" 10„ FOOTING STRUCTURAL DRAWING S5.1 FOR ADDITIONAL 10" INFORMATION. REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. L - - - - - - - I - - - - - - - - - - J ELEVATIONS STRUCTURAL DRAWING S5.4 AND FOOTING I 2" 3" IL 5" 2" REINFORCED cbNCRETE PIER, REFER TO REINFORCED CONCRETE FOOTING, REFER I FRAMING PLANS FOR MOMENT FRAME LOCATIONS. 8" 1'-0" FOUNDATION 1bLAN FOR TYPE AND PIER TO FOUNDATION PLAN FOR TYPE AND PIER ANCHOR BCILTS WITH FIELD WELDED P TE ANCHOR BOLTS WITH FIELD WELDED PLATE I 1" SCHEDULE FOR SIZE and REINFORCING. I WASHERS REQUIRED AT MOMENT FRAME I 1 I SCHEDULE FON SIZE and REINFORCING. WASHERS REQUIRED AT MOMENT FRAME I 1 LOCATIONS,( REFER TO COLUMN SCHEDULE NOTES I T.P. =SEE t PLAN D E T A I LrD LOCATIONS, REFER TO COLUMN SCHEDULE NOTES I I STRUCTURAL DRAWING S5.1 FOR SIZE ND I I FOUNDATION PLAN 1" = 1'-0" 55.4 STRUCTURAL DRAWING S5.1 FOR SIZE AND I FOR MOMENT FRAME L C FRAMING PIIANS FOR MOMENT FRAM LOCATIONS. (- r I I ( FRAMING PLANS_ _ - - - - - - - - - I 9 F R T.S. = 0( IT.P. = SEE FOUNDATION P N I I N I -� T.W.=0,-0" T.W.=0'-0 -- FA �-- V-41/2" V-41/2" I 2" 5" I 5" 2" 2" 5" 1 5" 2" z I , -- - - - - 1'-3" FOOTINI� 6 ; BASE PLATE COLUMN POCKET , - o m I = - N cF1 L I I BASE PLATE STEEL COLUMN, REFER TO COLUMN ci-ucni n c cno c,7c nn,n ronnn,ni� PLANS FOR ORIENTATION. I I I 2„I 3,� 1 5�� [2"1. 1 1 BASE PLATE ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS REQUIRED AT (MOMENT FRAME LOCATIONS, REFER TO COLUMN SCHEDULE NOTES I _ STRUCTURAL DRAWING f5.1 FOR SIZE AND I - - -- N - 1 0 FRAMING PLANS FOR MOMENT FRAME LOCATIONS. 1 - 1 Q in cyl I Ln 0 (D z I 10" 6" „ 6" 10 o I I - - - ' BIASE PLATE C.F. I I I T.P. =SEE FOUNDAITION PLAN I REINFORCED CONCRETEIPIER, m I - REFER TO FOUNDATION IPLAN N !� I FOR TYPE AND PIER SCHEDULE I Ln FOR SIZE and REINFORCING. JA - i - - -�- I o I Ln I I ' o - I1 I I 21" 5„ �„ '21i I T.P. = SEE FOUNDI�TION PLAN , J I I 2'-6" BASE PL 0,TE I 2'-6" W REINFO CED CO CRETE FOOTING, REFER TO FOUVDATIOPI PLAN FOR TYPE A D PIER SCHEDUiLE FOR IZE and REI FORCI G. I I I I PLAN DETAIL J 1" =1'-0" S5.4 5 6 FOOTING NOTE: 1'-31/2" V-31/2" REFER TO "TYPICAL COLUMN BASE PLATE DETAILS"I STRUCTURAL DRAWING S5.IIFOR ADDITIONAL INFORMATION. 310„ I 13'-0" 1'-0"L 1'-0" ANCHOR BOLTS, REF�R TO COLUMN T.P. = SEE 2' 4" 4" 2" SCHEDULE NOTES STRUCTURAL FOUNDATI N PLAN DRAWING S5.1 FOR 51ZE. I I BASE PLAT --- T.S. _ -0' 8" I I I I ; T.W. _ -0'- 8" --,- I-- I I o _ I i St r-- 0 ( 4" MA ONRY SHELF I - - - I 0 TYPICALIALL AROUND /777 �) STEEL COLUMN,IREFER TO COLUMN SCHEPLANS FOR ORIENTATION. ULE FORIZE AND FRAMING "� ( i T.P. = SEEIFOUNDATION P 2 6 6 2 BASE PLATE I ----------- ------------- L -- -------I REINFORCED CONCRETE PIER, REFER TO I I I FOUNDATION PLAN FOR TYPE AND PIER I SCHEDULE FOR SIZE and REINFORCING. REINFORCED CONCRETE FOOTING, REFER TO FOUNDATION PLAN FOR TYPE AND PIER 1'-2" [3" SCHEDULE FOR SIZE and REINFORCING. PLAN DETAIL K 1" = 1'_0" S5.4 NOTE: I - , Q U- - REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" I i r - -I- �- - -` - -I- L '1 i N %n 1 STRUCTURAL DRAWING S5.1 FOR ADDITIONAL I r, � I GA.1 - I - _ _ I _ _ - _ 00 ; INFORMATION. 1 2'-4" 1 51/2 81/2" N I = I I I 1 - I c'n C.F. -------�-- _ I �' `v - I I BASE PLATE I T.W. = 0'- 0" I d I ( COLUMN POCKET - T.S. =-0' 18" ----�--- --- - 1-- - BASE PLATE I � I � I �� ANCHOR BOLTS; REFER TO COLUMN I 10" 10" I I REINFORCED CONCRETE WALL, REFER TO i I 1 I I I T.P. = SEE FOUNDATION PLAN i BASE PLATE IL"i_ 5" 113" iL �_ SCHEDULE NOTES STRUCTURAL BASE PLATE UNDATION SECTIONS FOR REINFORCING. - DRAWING S5.1 FOR SIZE. 1 - - - - - - - --- - --------- ---I-� - - - - - - = 1 - N r 2" 5" 5" 2" ANCHOR BOLTS, REFER T �� COLUMN SCHEDULE I REINFORCED CONCRET WALL, 1 I I I EASE PLATE STEEL COLUMNS, REFER TO COLUMN I c\-i I NOTES STRUCTURAL DRAT ING S5.1 FOR SIZE. I REFER TO FOUNDATIO I SCHEDULE FOR SIZE AND FRAMING - - - - - - - - ' I I SECTIONS FOR REINFORCING. I ANCHOR BOLTS, RE ER TO COLUMN 1 SCHEDULE NOTES S RUCTURAL ( REINFORCED CONCRETE FOOTING, REFER TO PLANS FOR ORIENTATION. T.W = o' - 8" i 1- - 1 - -I 10" 10" I I REINFORCED CONCRE PIER, REF R TO DRAWING 55.1 FORISIZE. I FOUNDATION PLAN FOR TYPE AND PIER 0 _ 1 I I I I FOUNDATION PLAN FO TYPE AND PIER I I SCHEDULE FOR SIZE and REINFORCING. o SCHEDULE FOR SIZE an REINFORCING. 1 i 2" 6" 6" 2" I 1 L-------- - - ---- -----------� --- N L STEEL COLUMNS, FER TO COLUMN L-------.-----_-------------------J N i I BASEI PLATE 1'-2"1 8" 11'-L" SCHEDULE FOR SIZEAND FRAMING P L A N D E T A I LrF B PLANS FOR ORIENTATION. fo) (14 o ' _-- - �- 1 ' I 3'-0" I I 3'-0" 1„ =1'-0" S5.4 "_ `-+ I - - - - - I T.W .=O'-0" 0 NOTE: 2 `�' PLAN D E T A I LI G REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" _ _ _ _ _ _ _ _ _ STRUCTURAL DRAWING S5.1 FOR ADDITIONAL T.P. SEE FOUNDATION PLAN CIILUMN POCKET I 0 I _ 1" = 1'-0" I S5.4 INFORMATION. REFER TO LATERAL FRAME -�-- o I I I-- I CD NOTE: ELEVATIONS STRUCTURAL DRAWING S5.4 AND �- 5 1/2" 10 REINFORCED CONCRETE WALL, REFER TO - I STE L COLUMN, REFER TO OLUMN I iv I REINFORCED CONCRETE WALL, REFER TO FRAMING PLANS FOR MOMENT FRAME LOCATIONS. FOUNDATION SECTIONS FOR REINFORCING. REFER TO "TYPICAL COLUMN BASE PLATE DETAILS" 7 g I ( SCH DULL FOR SIZE AND F MING FOUNDATION SECTIONS FOR REINFORCING. r -. - - �_____ ____ _____ PLANS FOR ORIENTATION. I STRUCTURAL DRAWING S5.1 FOR ADDITIONAL INFORMATION. i I I REFER TO LATERAL FRAME ELEVATIONS STRUCTURAL DRAWING FOOTIN r I 1, T.P. SEE REINFORCED CONCRETE PIER, R 10 I ( 8 6 I T.W. _ -0 - 7" I REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN I FOUNDATION PLAN S5.4 AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I FOUNDATION PLAN FOR TYPE AND PIER ( ANCHOR BOLTS WITH FIELD WELDED PLATE FORITYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. ANCHOR BOLTS WITH FIELD WELDED PLATE WASHERS I „ „ SCHEDULE FOR SIZE and REINFORCING. WASHERS REQUIRED AT MOMENT FRAME L I- I REQUIRED AT MOMENT FRAME LOCATIONS, REFER TO I I I LOCATIONS, REFER TO COLUMN SCHEDULE NOTES COLUMN SCHEDULE NOTES STRUCTURAL DRAWING S5.1 FOR STRUCTURAL DRAWING S5.1 FOR SIZE AND REINFORCED CONCRETE FO TING, REFER TO FOUNDATION PLAN SIZE AND FRAMING PLANS FOR MOMENT FRAME LOCATIONS. I 2" 5" 5" 2" I - - - - I FRAMING PLANS FOR MOMENT FRAME LOCATIONS. FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. _ _ _ _ _ _ _ _ _ , I I 3'-0" 3'-0" r 3'-0" I I 3'-0" i I I T.P. = SEE FOUNDATIONIPLAN 1 T.P. = SEE FOUNDATION PLAN I I I 1 - r i N PLAN DETAIL H REINFORCED CONCRETE PIER, REFER TO FOUNDATION PLAN I - 0 1 (- --t-- - N o 1 FOR TYPEAND PIER SCHEDULE FOR SIZE and REINFORCING. I BASE PLATE 1 i 1" =1'-0" S5.4 ' I I - ( I I = BASE PLATEI H j T.W. = 0'1- 0" 1 N i o N - -- -- ---`" i I i c� i I I Ln N I 2'-6„ 2'-6" i Qi� Ln FOOTING - i z m I O , `--- - O N I I I I N O I I I o W U- I _ _ C.F. - - - - - - �0,� --10„- - I - - - - - - - - - - i i----L- �- ---� ; I zo ANCHOR BOLTS WITH FIELD WELDED PLATE r, I `I' 2" 5" 5" " I r+ STEEL COLUMN, REFER TO COLUM SCHEDULE I I STEEL COLUMN, REFER TO COLUMN BASE PLATE WASHERS REQUIRED AT MO II ENT FRAME i w - N I I COLUMN POCKET ' I LOCATIONS, REFER TO COLUMN SCHEDULE NOTES ; Q �° in FOR SIZE AND FRAMING PLANS FOq ORIENTATION.1 i SCHEDULE FOR SIZE AND FRAMING ; T.P. = EE FOUNDATIONIPLAN 1 I STRUCTURAL DRAWING 55.1 FOR SIZE AND V - - - r - - - - - - - 1 - - - - PLANS FOR ORIENTATION. - --- -- - -I - -r- - ---- � I I FRAMING PLANS FOR MOMENT FRAME LOCATIONS. 0 i Ln BASE PLATE ,-------•---------------- -- _ g I 0 N -_ _- _ o T.P. = SEE FOUNDATION PLAN - J REINFORCED CONCRETE FOOTING, REFER TO FOUNDATION PLAN m N 0 STEEL COLUMN, REFER TO COLUMN SCHEDULE 1 1 FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. -_ I -gin - - 1 -FOR SIZE AND FRAMING PLANS F R ORIENTATION. 1 ANCHOR BOLTS, REFER TO COLUMN SCHEDULE E T.1 - I I 2if ' S 5 2- NOTES STRUCTURAL DRAWING S5.1 FOR SIZE. P L A N D E T A I L S5.4 ' T.W. = o' o" C° i 10„ 10„ z0------------- - - - - - - - - - ---� 1 o L REINFORCED CONCRETE OOTING, REFER TO FOUNDATION PLAN 19 210 o I - T---'� - - - -� 00 ; FOR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. 9 1/2" FOOTING g I = PLAN DETAIL M 91/2" 1 I I i 1" - 1'-0" 55.4 I- - I I -i N I _---- -I--- - ------------ T`» 1 1 REINFORCED CONCRETE WALL, T.W.=O'-0" I I - REFER TO FOUNDATION o i 20A 1 1„ i 9" 1.1 8 1/2" :5�12'1 " (SECTIONS FOR REINFORCING. REINFORCEDICONCRETE PIER, I iv �I �- 1 T.P. - SEE REFER TO FOI.JNDATION PLAN FOUNDATION PLAN 2" 4" 4" 2" (ANCHOR BOLTS, REFER TO COLUMN 1 FOR TYPE ANP PIER SCHEDULE I I REINFORCED CONCRETE WALL, I SCHEDULE NOTES STRUCTURAL "' FOR SIZE an j REINFORCING. I 1 REFER TO FOUNDATION 1O ( BASE PLATE DRAWING S5.1 FOR SIZE. n n u,''5 3 [21lilL 5 2 T.P. =SEE FOUNDATI N PLAN 1 SECTIONS FOR REINFORCING. 2" 4" 4" " I I T.S. _ -0' - 8" I 1 8" 9" 10" BASE PLATE 1 ANCHOR BOLTS, REFER TO COLUMN N I , I SCHEDULE NOTES STRUCTURAL COLUMN POCKET - - - - ' ANCHOR BOLTS, REFER TO CC�LUM SCHEDULE DRAWING S5.1 FOR SIZE. 1 I N I Ln I 1 I NOTES STRUCTURAL DRAWIN� S5.1 FOR SIZE. STEEL COLUMN, REFER TO Q - �- ----------------- ---- --I-- r- - - - - - - - - - -� COLUMN SCHEDULE FOR i N 0 - --{- - - - .F.- - - - , I SIZE AND FRAMING PLANS I- T.W. = o' o" I FOR ORIENTATION. I I I I - - - I T.W. o' 0" REINFORCED CONCRETE FOOTING, REFER ZA - i 1 TO FOUNDATION PLAN FOR TYPE AND PIER T.P. -SEE I I ( in REINFORCED CONCRETE PIER, REFER TO ' BASE PLATE T.W. =-0' - 7" 1 SCHEDULE FOR SIZE and REINFORCING. FOUNDATION PLAN (FOR TYPE AND PIER I 1 LAN I FOUNDATION PLAN SCHEDULE FOR SIZEIand REINFORCING. I I T.P. = SEE I REINFORCED CONCRETE PIER, I I I NOTE: I I 2"1 5' 5" 12" FOUNDATION PLANI I REFER TO FOUNDATION PLAN , BASE PLATE REFER TO "TYPICAL COLUMN BASE PLATE I I FOR TYPE AND PIER SCHEDULE ' DETAILS" STRUCTURIL DRAWING S5.1 7" 8" 4" 10" I I FOR SIZE and REINFORCING. 10, FOR ADDITIONAL INFORMATION. 1 NOTE: NOTE: � I � 10 SCHEDUSTEEL OLE FOR SIZEFER ANDOFRAOMI�NGNI REINFORCED CONCRETE WALL, REFER TO I REFER TO TYPICAL COLUMN BASE PLATE DETAILS REFER TO "TYPICAL COLUMN BASE I T.W. = 0' - o" I PLANS FOR ORIENTATION. 1 FOUNDATION SECTIONS FOR REINFORCING. 1 STRUCTURAL DRAWING S5.1 FOR ADDITIONAL PLATE DETAILS STRUCTURAL DRAWING i INFORMATION. REFER TO LATERAL FRAME L J 1 S5.1 FOR ADDITIONAL INFORMATION. L T REINFORCED CONCRETE FOOTING, REFER TO FOUNDATION PLAN ELEVATIONS STRUCTURAL DRAWING S5.4 AND it -ill t-1" OR TYPE AND PIER SCHEDULE FOR SIZE and REINFORCING. - - - - - - - - - - - - - - - - - J FRAMING PLANS FOR MOMENT FRAME LOCATIONS. PLAN DETAIL rN PLAN DETAIL rQPLAN DETAIL s54 1It = 1-0 11S5.4 111 = 1-0 55.4 1 1 0 REVISIONS CONFORMED SET MAR CH 22, 2019 STATE PROJECT NO. 132-0088 N Phase 1 of 4 I BARD AND OMPANY LLP STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL. CT 06067 (860)563-3820 lil�c�``'sa IYo 5911 1/6fVA 6 NIOSER PILON NELSON ARCHITECTS 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE COLUMN BASE PLAN DETAILS DATE 11/2/2018 COPYRIGHT (c) Moser Pilon Nelson Architects DWG. NO. S5*4 REVISIONS 7 12 5.3 12 21 23 25 30 CONFORMED SET 22'-9" 27'-7" 26'-10" MARCH 22, 2019 I I I I I L,AF NLA It UtN(jNtU BY STEEL EEL I i FABRICATOR, THICKNESS TO MATCH I I 1 I I I I 1 BEAM FLANGE. REFER TO FRAME CJP Top of Roof Framing _ - _ _ W 18 x 3 5 Top of Roof Framing_ _ - _ _ W 18 x 3 5 Top of Roof Framing _ - _ _ W 2 1 x 4 4 To _of Roof Framing - _ _ W 18 x 3 5 ELEVATIONS FOR DESIGN LOADS. LEV. -=1,' - 0" I © ©I ' ELEV. = 14' - 0" I © ©I ELEV. = 14' - 0" I © ©I ELEV. = 14' - 0" 1 M=±11K*Ft M=±14K*Ft I M=±14K*Ft M=±16K*Ft I I M=±16K*Ft M=±18K*Ft I I M=±13K*Ft M=±15K*Ft _ _ - _ - - _ TOP OF STEEL A, \ 1 00 '0 1 '0 00 00 00 1 00 m m m m xI xI xl xl xi xl �I �I 1/2"TYP. U.O.N. 1DI ;°I `OI `°I xl x1 xI x N NI LO NI II I NI NI NI NI =I =I S I = I 1 I I I I I I I STEEL HSS COLUMN. 2_ _ _ _ _ op of Concrete Slab on Grade _ _ I Top of Concrete Slab on Grade _ - I I Top of Concrete Slab on Grade _ _ I I To of Concrete Slab on Grade BACKER BAR TO REMAIN ELEV. = 0' - 0" ELEV. = 00' - 0" ELEV. = 0' - 0" ELEV. = 0' - 0" WIDE FLANGE BEAM AT TOP FLANGE. rill MOMENT FRAME ELEVATION - LINE Y 4 MOMENT FRAME ELEVATION - LINE Z 3 MOMENT FRAME ELEVATION - LINE Z 2 MOMENT FRAME ELEVATION - LINE Z 1 STATE PROJECT NO. 56.1 1/8 „ - 1-0/ S6.1 1 8" -1-0" S6.1 1/811 = 1'-011 S6.1 132-0088 N - Phase 1 of 4 THROUGH -PLATE AT TOP FLANGE STEEL HSS COLUMN. 1 DESIGNED BY STEEL FABRICATOR, THICKNESS TO MATCH BEAM 26 27 2 8 25 30 FLANGE. REFER TO FRAME 26 27 32'-0" CJP I I ELEVATIONS FOR DESIGN LOADS. z6' 10" 20'-0" 20'-0" TOP OF STEEL 1/2" TYP. U.O.N. Top of Roof Framing- _ - W 16 x 3 6 _Tonof Roof Framing_ _ - _ I W 1 6 x 3 6 I To_p of Roof Framing _ - _ _ W 1 6 x 3 6 To _of Roof Framing - ._ - _ W 18 x 4 0 BACKER BAR TO REMAIN ELEV. = 14' - 0"-----------_-_-_-_-_ Y ELEV. = 14' - 0"-----------._-_-_-_-_--- ELEV. = 14' - 0" 1 © ©I ELEV. = 14' - 0" AT TOP FLANGE. I \ y <00 1 \ yS /,M = ±38K*Ft M = ±40K*FtM = ±13K*Ft M = ±16K*FtSINGLE-PLATE BEAM SHEAR CONNECTION \�3'I I \T\Al /"/ 00 I N I \S/ m I rn os\S/1 /. M � I WELDED TO COLUMN FACE. REFER TO x SSk �6 /" x x Off,\6 x X x -' PROJECT SPECIFICATIONS. I -/ In I / X( 19 1 (D I I x 1 O CJP I I I (DI �116 / \ tiSS In I 'D 5��6/- \, tiSS, ,n `.D x I x BACKER BAR SHALL BE REMOVED AT N g� / S� In N I �3I / SI v� 1 `D BOTTOM FLANGE AND ROOT WELD = I 55�/5�� T• '��S/1 = = BACKGOUGED PRIOR TO REINFORCING 2" TYPICAL 1 j' �' SSk \6 1 2" TYPICAL FILLET WELD. Top of Concrete Slab on Grade / \ Tonof Concrete Slab on Grade _ ! _ Top of Concrete Slab on Grade _ _ ( I Topof Concrete Slab on Grade _ 1 I ELEV. = 0'- 0" ELEV. = 0'- C" ELEV- 0'- 0" ELEV. = 0'- 0" THROUGH -PLATE AT BOTTOM FLANGE I I V1 I I I I O WIDE FLANGE BEAM 5/16" i i DESIGNED BY STEEL FABRICATOR, THICKNESS TO MATCH BEAM FLANGE + 1/2". REFER TO TYP. i I FRAME ELEVATIONS FOR DESIGN LOADS. BRACED FRAME ELEVATION - LINE S.2 8 BRACED FRAME ELEVATION - LINE LA 7 MOMENT FRAME ELEVATION - LINE U 6 MOMENT FRAME ELEVAVATION - LINE Y 5 Q c 1 8" = 1'-0" S6.1 1 8" =1'-0" 56.1 1/811 =11-0" S6.1 1/811 = 1'-011 / / � A o AS REQUIRED FOR CJP 1 GROOVE WELD M.3 P L N Y Z Y Z 27'-4" 28'-2" 32'-7" W h o WIDE FLANGE BEAM 1„ THROUGH -PLATE AT TOP AND BOTTOM FLANGE DESIGNED BY STEEL FABRICATOR, REFER TO FRAME I I I 1 ELEVATIONS FOR DESIGN LOADS. To of Roof Framing - _ W 1 8 x 3 5 Top of Roof Framing _ W 18 x 4 0 Top of Roof Framing _ - _ - _ - - - - - - - W 18 x 4 0 Top of Roof Framin- _ _ _ W 18 x 4 0 r� 11 ELEV. = 14' - 0" I © © I ELEV = 14' - 0" I © ©I ELEV. = 14' - 0"--�E-------------- -- ELEV. = 14' - 0"---------------- -- - - - - - - - - - - - - - - - - V 1/2 TYP. U.O.N. �y 1 - _ _ - I M=±23K*Ft M=±23K*Ft I ( M=±14K*Ft M=±14K*Ft \ 00 00 / \ S �I 1\ / \ tis �I �I �I �I �1 mI \.L /' '\ys mI m x xI xI X) �1 c��/�� C;�rSI txDl �I C�I� �;s�s�1 �i HSS COLUMN �o I 1 `x° 1 `x° 1 I �.�'%G.�� `� o�1/c4F \/� �/ C' �� T�>/8F \� = I = i = I = I 2" TYPICAL I /'/ \'\ I 2" TYPICAL TYP. To of Concrete Slab on Grade To o_f Concrete Slab_ on Grade Top of Concrete Slab on_Grade _ Top of Concrete Slab on Grade ELEV. = 0' - 0" I I ELEV = 0'- 0" I I � ELEV= 0' - 0" NOTES: MOMENT FRAME ELEVATION LINE 19rl2MOMENT FRAME ELEVATION LINE 32 11 BRACED FRAME ELEVATION - LINE 2 10 BRACED FRAME ELEVATION - LINE 33 9 1/8 = 1-0 56.1 1/8 -1-0 56.1 1/8" =1'-0" S6.1 1/8 1 1 =1'-0" 56.1 1. REFER TO MOMENT FRAME ELEVATION NOTES FOR ADDITIONAL DESIGN REQUIREMENTS 2. GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL. K 3. INDICATED ON MOMENT FRAME ELEVATIONS THUSLY: -/ 16 19 29 9" 29'-9" 29'-9 ' 29'-9" W F BEAM TO HSS COLUMN MOMENT CONNECTION - TY P E A 20 26'-2" REFER TO SECTION 1/S4.3 FOR ADDITIONAL I REFER TO SECTION 1/S4.3 FOR ADDITIONALI I I CONNECTION REQUIREMENTS. I CONNECTION REQUIREMENTS. NOT TO SCALE S6.1 1 I To of gymnasium Steel Framin Top offmnasium Steel Framing_ - ------ ,� 25' - 4" A A A ELEV. = 25' - 4" I A A I A A I ELEV. = a To of Roof Framing - _ W 14 x 2 6-T ELEV. = 14' - 0" © = Ot 1 M= ±91K*Ft W 2 4 x 5 5 M= ±81K*Ft M= ±81K*Ft W 2 4 x 5 5 M= ±91K*Ft I M= ±85K*Ft W 2 4 x 5 5 PSI = ±74K*Ft I M= ±74K*Ft W 2 4 x 5 5 M= ±85K*Ft 1/2 CAP PLATE, SEAL WELD ALL I M= ±37K* M±33K*F Ft I 1 I 1 I 1 i AROUND AT TOP OF COLUMN I �, WELD ACCESS HOLE CJP N X I x I I I I 1 1 � 110 � r-I I I \ I I I N N N -- _ - _-- TOP OF STEEL N I n I x i N 1 N I X I X I X 1 I = 1 cN-I I �--I ( c-I N N N I X x x rl c I N N N X X X To of Concrete Slab on Grade I I N I N I N I I I I ELEV.=0'-0" _ _ = v� N BACKER BAR TO REMAIN I I ( ( I = ( = I = I I RARD Ak AT TOP FLANGE. I 1 I 1 I I AND I 1 I - r75� 1MOMENT FRAME ELEVATION LINE K.6OMPANYLLP SINGLE -PLATE BEAM SHEAR 11 _ 11 56.1 I I I I I STRUCTURAL ENGINEERS CJPAk I I CONNECTION WELDED TO 1/8 - 1-0 EL of Concrete Slab on Grade _ P_ - _ - _ - _ - _ i 1 I V. f COoncOrete Slab on Grade COLUMN FACE. REFER TO ELEV. = 0' - 0" PROJECT SPECIFICATIONS. 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 HSS COLUMN, REFER TO R T MOMENT FRAME ELEVATION - LINE 13 14 MOMENT FRAME ELEVATION - LINE 1 13 (860)563 3820 5/16" I I COLUMN SCHEDULE. 20'-0" 1/8" = 1'-0" 56.1 1/811 = 1'-0" S6.1 WIDE FLANGE BEAM I ( 1 I BACKER BAR SHALL BE REMOVED I I I AT BOTTOM FLANGE AND ROOT �G G0N WELD BACKGOUGED PRIOR TO Top of Roof Framing _ _ _ - - - - W 16 x 3 6 1 ELEV. = 14' - 0" 1 4 8 13 1 4 8 13 •`®��'�L Jv ''••.,�i''. REINFORCING FILLET WELD. -------------' 22'-0" 19'-6" 22'-0" I \Sf /• I sc3 M:* T I w tQ I\rSj16 / co I I I I I 1 I I 15911 ♦� x1t.D x 1 I I I I 1 1 I er,S�ONAL �i� \ T\SkSf N I To of G mnasium Steel Framin W 2 4 x 5 5 W 2 4 x 5 5 W 2 4 x 5 5 To _of G mnasium_Steel Framin _ W 2 4 x 5 5 W 2 4 x 5 5 W 2 4 x 5 5 ��+�ot�i��na� MINIMUM FLANGE WIDTH = 2" TYPICAL = �Si st\S/16 = _ ' _ _ - _ _ ELEV.25' - 4" � o '\ ELEV. = 25 - 4 I D O I 1 0 0 1 1 0 O I I O O I 0.95 x HSS WORKABLE FLAT. NECK DOWN TOP AND BOTTOM FLANGE OF BEAM WHERE BEAM Top of Concrete Slab on Grade _ _ M = ±139K*Ft M = ±133K*Ft M = ±131K*Ft M = ±141K*Ft T M = ±128K*Ft M = ±120K*Ft M = ±124K*Ft M = ±130K*Ft MAXIMUM FLANGE WIDTH = WIDTH IS GREATER THAN FACE ELEV. = 0'- 0" 1 1 1 1 I 1 1 I OVERALL HSS FACE WIDTH WIDTH OF HSS COLUMN. FLANGE WIDTH AT COLUMN SHALL MEET I ( I I I I I WIDTH REQUIREMENTS SHOWN. BRACED FRAME ELEVATION - LINE 24 18 MOSER I I I 1 -0" S6.1 XiI XI Xj PILON N x I x I x x N N X x x x x N 1 `� I 1R T tNcv l N NI NV) NELSON ' I HSS COLUMN, REFER TO 20-o I I I 1 1 1 I I ARCHITECT S 30 JORDAN LANE COLUMN SCHEDULE. 1 I I I I I WETHERSFIELD, CT. 06109 WIDE FLANGE BEAM WEB I I I I I I � I I I �sso� 563-6164 6" Top of Roof Framing _ - _ W 1 6 x 3 6 �-AS REQUIRED FOR CJP - I WIDE FLANGE BEAM FLANGE ELEV. = 14' -0"-------_-_-_-_-_-_-_-_ To of Concrete Slab on Grade To of Concrete Slab on Grade GROOVE WELD I \ ELEV. = 0' - 5,,- I7 7 TITLE t I i M ILATERAL FRAME 1 Ss� \16 X I MOMENT FRAME ELEVATION - LINE Ir77� MOMENT FRAME ELEVATION - LINESrl6ELEVATIONS and DETAILS I'D��,/6 / / \ \Sss�� , I 1/8, = 1'-0" S6.1 11 _ 1 11 Ln S6.1 NOTES: = 1 55�3/�� I \S/16 N 1 1/8 - 1-0 1. REFER TO MOMENT FRAME ELEVATION NOTES FOR ADDITIONAL DESIGN REQUIREMENTS 2" TYPICAL ¢, 2. GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL. op of Concrete Slab on Grade MOMENT FRAME ELEVATIONS NOTES _ 3. INDICATED ON MOMENT FRAME ELEVATIONS THUSLY: -/ ELEV. = 0 - 0 0 1. TOP OF SLAB AND TOP OF STEEL FRAMING ELEVATIONS ARE SHOWN RELATIVE TO TOP OF NORTH CONCRETE SLAB ON MOMENT FRAME ELEVATION KEY BRACED FRAME ELEVATION KEY � BEAM SIZE GRADE ELEVATION = 0'-0" AND ARE PROVIDED FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS AND SECTIONS I I BEAM SIZE W * * x * * DATE 11/2/2018 N WF BEAM TO HSS COLUMN MOMENT CONNECTION - TYPE B 21 BRACE FRAME ELEVATION - LINE 22 19 FOR ELEVATION OF STEEL FRAMING. MOMENT CONNECTION TYPE DESIGNATION, N 2. THE STEEL FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE CONNECTION TYPE AND DESIGN LOADS x * * * * REFER TO DRAWING S6.1 FOR DETAILS. x I I I I COPYRIGHT Architects �6- 1/8" = 1'-0" S6.1 I I W x Moser Pilon Nelson Architects NOT TO SCALEINDICATED ON THE LATERAL FRAME ELEVATIONS BASED ON THE MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL FIELD COLUMN SIZE -�* 110 WELDED MOMENT CONNECTION DETAILS ON STRUCTURAL DRAWING S6.0. x s COLUMN SIZE ** ** I I x E I I M= k* Ft M= k* Ft I I� CI DWG. NO. z 3. THE MAXIMUM DESIGN VALUES SHOWN ARE FOR THE CONTROLLING LOAD EFFECTS OF EACH INDIVIDUAL MEMBER ;, A) BASED ON THE ALLOWABLE STRESS DESIGN LOAD COMBINATIONS PROVIDED WITHIN THE GOVERNING BUILDING DESIGN = I I I 1 CONTROLLING BEAM END MOMENT I I I I CONTROLLING BRACE TENSION (T) CODES LISTED IN THE DESIGN DATA TABLE SHOWN ON STRUCTURAL DRAWING S0.1. S6• I I FOR USE IN CONNECTION DESIGN. Li Li AND COMPRESSION (C) LOADS FOR I z 4. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS, AND ANCHORAGE. CONNECTION DESIGN. o. 13.9 D 13.9 D REVISIONS CONFORMED SET 20'-1 1/2" 20'-1 1/2" MARCH 22, 2019 I I I I 1 i I 1 Topof Roof Framing_ I W 1 6 x 3 6 I To of Roof Framing_ _ W 2 1 x 4 4 1 To_p of Roof Framing __ W 2 1 x 4 4 To _of Roof Framing -_ W 2 1 x 4 4 I To of Roof Framing_ _ W18x35 ELEV. = 14 - 0 G e ELEV. - 14 - 0 1 G s ELEV. - 14 - 0 © © ELEV. - 14 0 © © ELEV - 14' 0 1 M=±38K*Ft M-±35K*Ft 1 ( * * 1 M=±32K*Ft M=±32K*Ft 1 M = ±117K*Ft 1 M = ±111K*Ft M = ±3qK*O I , - 1 1 M = ±40K Ft M = ±39K Ft I I f N N _ ±34K Ft N 1 N1 �I �I �I � N N X X X X x `� � " I L.D X 1 D I � I � I �1 �' �I NI �I �I XI XI _ _ `� _ I I N N N o0 lD = 1 = 1 � I N 1 2 1 2 1 L I N1 Ln N I N1 I 1 1 Top of Concrete Slab on Grade _ I 1 To o_f Concrete Slab_ on Grade I I Top of Concrete Slab on Grade _ - 1 I To of Concrete Slab on Grade I i To of Concrete Slab on Grade 1 I ELEV. - 0' - C" I 1 ELEV = 0'- 0" 1 1 ELEV. = 0' - 0" ELEV. = 0' - 0" ELEV = O' - 0" STATE PROJECT NO. MOMENT FRAME ELEVATION - LINE 11 5 MOMENT FRAME ELEVATION - LINE 10 4 MOMENT FRAME ELEVATION - LINE 2 3 MOMENT FRAME ELEVATION - LINE 19r2* MOMENT FRAME ELEVATION - LINE 34 1 hale 88N 1/8" = 1'-0" 56.2 1/8�� = 1'-011 56.2 1/811 = 1'-0" S6.2 1/811 = 1'-0" S6.2 1/811 = 1'-0" 56.2 Phase 1 0 4 BA EA BA EA 35'-7 3/4" 35'-7 3/4" IA LA JA KA AA DA 29'-2" 25'-9 3/4" 27'-3" ( 1 I I I I I I I I 1 I 1 1 1 1 I I I W18x35 I 1 W18x35 I O To of Roof Framing I W 1 6 x 4 0 1 To of Roof_Framin 1 W 1 6 x 4 0 1 To of Roof Framing I W 1 6 x 4 0 1 To of Roof Framin © G Top of Roof FramingC © G O - - „ E - -p- - - - - - - � - - - - M=±40K*Ft M = ±105K*Ft I - - - - I M=±39K*Ft M = ±99K*Ft I ELEV. = 14 - 0 1 © ©f ELEV. = 14 0 © © ELEV. = 14 - 0 © © ELEV. = 14 - 0 I ELEV. = 14 - 0 M=±37K*Ft M=±37K*Ft 1 1 M=±42K*Ft M=±42K*Ft I I M=±40K*Ft M=±40K*Ft 00 00 XI XI N NI N1 NI �I 00 m m � � � 0o I xl xl xI xI x x xf XI VI �I �I w1 w1 =I =1 NI �I O = 1 = I = 1 = f = 1 = 1 I 1 I I To of Concrete Slab on Grade 1 1 To of Concrete Slab on Grade I 1 Top of Concrete Slab on Grade _ _ 1 ( T� of Concrete Slab on Grade _ _ 1 Top of Concrete Slab on Grade _ Q o ELEV. = 0'- 0" 1 I ELEV. = 0' - 0" f I ELEV. = 0' - 0" I I ELEV. = 0' - 0" ELEV. = 0' - 0" I I ~J MOMENT FRAME ELEVATION -LINE 14Ar7o�MOMENT FRAME ELEVATION LINE 13A 9 MOMENT FRAME ELEVATION LINE 11A 8 MOMENT FRAME ELEVATION LINE 2A 7 MOMENT FRAME ELEVATION LINE 1A 6 1/8" = 1'-0" S6.2 1/8„ =1'-0" S6.2 1/8�� = 1'-0" 5�.2 1/8„ = 1'-011 S6.2 �j Z Ix � Woo w� TA XA TA XA QA SA IA LA IA LA O 29'-2" 25'-9" 29'-2" 29'-2" ~ 29'-2 To o_f Roof Framing_ -_ I W 1 8 x 4 0 I To _of Roof Framing- _ W 2 1 x 4 4 Top of Roof Frami _- f W 1 8 x 5 0 1 To_p of Roof Framing I W 1 8 x 4 0 1 To _of Roof_Framing __ _ W 2 1 x 4 4 ELEV = 14' - 0" © © ELEV. = 14' - 0" f © © I ELEV. = 14' - 0" © 14' - 0" © © ELEV. = 14' - 0" I © © f M-±39K*Ft I 1 M=±35K*Ft M=±35K*Ft I I M=±40K*Ft M=±36K*Ft I I M=±40K*Ft M=±42K*Ft O I M=±36K*Ft M=±40K*Ft I 1 M=±36K*Ft - ,I ,I NI NI I I NI NI I I O rll `-i I XI X1 MI MI X I X I X X x x lD lD X X x x� �� in �I �i NI NI NI V) N1 NI = 1 = 1 N) V) To of Concrete Slab on Grade 1 I Topof Concrete Slab on Grade 1 1 Top of Concrete Slab on Grade 1 I To_p of Concrete Slab on Grade To _of Concrete Slab on _Grade 1 1 ELEV-= 0'- 0" ELEV. - O' - 0" ELEV. = 0'- 0" ELEV= 0' - 0" ELEV. = 0' - 0" INNO MOMENT FRAME ELEVATION - LINE 21A rl MOMENT FRAME ELEVATION - LINE 18Arl'4 MOMENT FRAME ELEVATION - LINE 9A 13 MOMENT FRAME ELEVATION - LINE 21A 12 MOMENT FRAME ELEVATION - LINE 18A 11 1/s" = 1'-0" S6.2 1/81f = 1'-0" 5�.2 1/811 = 1'-0" S6.2 1/8�� = 1'-0" S6.2 1/8 =1-0 �.2 5A 11A 3A 6A 19'_10" 21Y ° 2A 3A 6A 11 19 2 10 1 1 I 20'-0" 20'-0" 39'-5" 37'-5" I I I I I 1 I I I I I I 1 i i 1 I 1 Top_ofRoof_Framing W16x31 i TopofRoofFrami_-_- I W16x26 I T�ofRoofFramin_-__ 1 W16x26 W16x26 To of RoofFramin_ W18x35 TopofRoofFramfnW18x40 IV ELEV. - 11 0" 1 © © 1 ELEV. = 14' - 0" (D © i ELEV= 14'- 0" ©©©ELEV. = 14' 0" ©'© ELEV. = 14'- 0"* M = ±42K*Ft M = ±42K*Ft ** 1 M = ±36K*Ft M = ±64K*Ft 1 M = ±64K*Ft M = ±36K*Ft 1 I M = ±42K*Ft M = ±44K*Ft I I M = ±44K Ft .. = ...... t 1 M = ±124K Ft M = ±42K Ft I I I I I I I 1714 I N I I I �1 �1 N1 �1 N1 NI N1 � I x x I BARD x x x x x I x I xf I f � 1 x l tD I I W I tD I � to tD x x L.D x x x x x x X � " X AND LI �I �1 �I �I NI NI N vN) N vN) N1 �i in =I =1 =I Ni =I = _ _ =1 OMPANY ILP To _of Concrete Slab on Grade All Top of Concrete Slab on Grade T_ of Concrete Slab on Grade _ _ I To of Concrete Slab on Grade To_pof Concrete Slab on Grade__STRUCTURAL ENGINEERS ELEV.=O'-0" f ELEV.=O'-0" ------ I I ELEV=O'-0" I I I ELEV.=0'-0" I I ELEV.=O'-0" - -- - - - - - - - - 10 WATERCHASE DRIVE MOMENT FRAME ELEVATION - LINE GA.1 20 MOMENT FRAME ELEVATION - LINE JA 19 MOMENT FRAME ELEVATION - LINE NA 1s MOMENT FRAME ELEVATION -LINE E 17 MOMENT FRAME ELEVATION - LINE G 16 ROCKYHILL. -3620 7 (860)563-3820 l. 1/8 - 1-0 56.2 1/8 - 1 _p S6.2 1/8 - 1-0 S6.2 1/8 - 1-0 S6.2 1/811- 1-0 18A 21A 9A 15A 18A 21A 16A 19A 3A 6A 31' 11" 20' 0" 31' 11" 27'-7" 20' 0° e•`��j`Qi�'''� J U' `sew®Ooi M. I I I i 1 ETo of Roof Framing _ I W 18 x 4 0 fop of Roof Framing- _ - _ - _ - -W 1 6 x 3 6 - - - - _op of Roof Framing_ _ - _ W 18 x 3 5 To of Roof Framing - _ W 18 x 5 5 Tom of Room Framing _ - _ _ I W 1 6 x 3 1 0. �i t - - - - -------------- ELEV. = 14' - 0" ELEV. = 14' - 0"----------------,------------- -- ELEV = 14' - 0" © © ELEV. = 14' - 0" I ELEV. = 14' - 0" --,---------------- ., BNS ,.•••' �d► \ I M=±10K*Ft M=±10K*Ft M=±50K*Ft M=±37K*Ft A`��@®® �`sSS / \tiS I 00 00m �\%00 N -� L/ ,1 S I S/r \ ml xl �,� \SS x x x xl x1 I F�/' C ,SIS I I /' x I �D I �1�, O �,\ �5� �D i � I � I l �o ��/C '�O� T 1 \/� .0 I v�i I 51tii' / \ \�YSSS X I ( ��j L ��0� T �OOf \/� N I 110 I 'D I �D �D 1,0 1 cnf / �' OF \ =1 =1 �j13 j\X)'IS NI =f / �'' \,\ =f =f =1 V) =1 2" TYPICAL /-/ \ \ I 2" TYPICAL 1 �jS/� ��5 `�S� �16 = 1 2" TYPICAL I /'/ To of Concrete Slab on Grade / \ lop of Concrete Slab on Grade ALL _ \Top of Concrete Slab on Grade _ _ / \ To of Concrete Slab on Grade I 1To� of Concrete _Slab on Grade _ _ f I MOSER ELEV. = 0' - 0" ELEV. = 0' - 0" ELEV. = 0' - 0" ELEV. = 0' - 0" ELEV. = 0' - 0" 7 PILON MOMENT FRAME ELEVATION - LINE XAr25 MOMENT FRAME ELEVATION - LINE QA 24 MOMENT FRAME ELEVATION - LINE IAr23� MOMENT FRAME ELEVATION - LINE AAr22 MOMENT FRAME ELEVATION - LINE AA 21 NELSON 1/8" = 1'-011 S6.2 1/811 = 1'-0" S6.2 1/811 = 1'-0" 56.2 1/811 = 1'-011 56.2 1/8 = 1-0 S6.2 ARCHITECTS 1/ Z 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 32'-7" MOMENT FRAME ELEVATIONS NOTES ( ( 14 18.9 9A 15A (� MOMENT FRAME ELEVATION KEY 26'-9" 2U-0" 1. TOP OF SLAB AND TOP OF STEEL FRAMING ELEVATIONS ARE SHOWN RELATIVE TO TOP OF NORTH CONCRETE SLAB ON TITLE I 1 GRADE ELEVATION = 0'-0" AND ARE PROVIDED FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS AND SECTIONS I BEAM SIZE LATERAL FRAME FOR ELEVATION OF STEEL FRAMING. * I MOMENT CONNECTION TYPE DESIGNATION, op of Roof Framing_ _ _ - _ - - - - - - - W 18 x 4 0 I 1 1 x * * * * REFER TO DRAWING S6.1 FOR DETAILS. ELEVATIONS ---------------- I f I I 2. THE STEEL FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE CONNECTION TYPE AND DESIGN LOADS COLUMN SIZE I W x / \ 1 To of Roof Frarrin W 16 x 3 1 To of Roof Framing INDICATED ON THE LATERAL FRAME ELEVATIONS BASED ON THE MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL FIELD �x I MM = **k*Ft M = **k*Ft -p--�-------- �---- W16x36 I I 00 I /' \ 001 Y ELEV. = 14' - 0" I © ©I ELEV. = 14' - 0" I---------------_-_-_-� WELDED MOMENT CONNECTION DETAILS ON STRUCTURAL DRAWING S6.0. \ �SS / 3. THE MAXIMUM DESIGN VALUES SHOWN ARE FOR THE CONTROLLING LOAD EFFECTS OF EACH INDIVIDUAL MEMBER = I I \ySS m M = ±30K*Ft M = ±30K*Ft \ `�) x l ��/ \`s+ x I 1 I S I (I CONTROLLING BEAM END MOMENT �+ - C'S� � oo \�a'� / BASED ON THE ALLOWABLE STRESS DESIGN LOAD COMBINATIONS PROVIDED WITHIN THE GOVERNING BUILDING DESIGN 0 1 �j' ��` T�OF �� o I 1 1 ") 1 T� 3\S/16 / �i CODES LISTED IN THE DESIGN DATA TABLE SHOWN ON STRUCTURAL DRAWING SO.1. I l FOR USE IN CONNECTION DESIGN. L x x x O\ / m = I � I 1D I `x° I / / �x 1 4. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS, AND ANCHORAGE. BRACED FRAME ELEVATION KEY BEAM SIZE N 2" TYPICAL I / \ 1 N I N f N I �c��ti6/- \- -S, X f * DATE 11 /2/2018 cn 3 / � W x oop of Concrete Slab on Grade = 1 = 1 2" TYPICAL = 1 �SS� 'T\�S/16 = I I I I COPYRIGHT (c) N ELEV. = 0- 0 --- I I I //'� O,�'\ I \ I I I Moser Pilon Nelson Architects a) I I Top of Concrete Slab on_Grade _ _ _ _ To of Concrete Slab on Grade COLUMN SIZE �* ELEV= 0' - 0" I ELEV. = 0' - 0" * I **� C`\\ I I DWG. NO. = Z ADD -ALTERNATE No. 1 LL BRACED FRAME ELEVATION - LINE 36r2"8 MOMENT FRAME ELEVATION - LINE T.1 27 MOMENT FRAME ELEVATION - LINE SA 26 =► I I I AND COMPRESSION ACETENSIDSFO S6*2 az 1/8" =1'-0" S6.2 1/8" = 1'-0" S6.2 1/s" = 1'-O" S6.2 CONNECTION DESIGN. LOADS FOR RIDGE CZ) NOTE: NOTE: T LINE UP ALL VERTICAL AND DIAGONAL TRUSS WEB CONTRACTOR TO COORDINATE ALL I ! MEMBERS THROUGHOUT TRUSS PROFILE /- DUCTWORK AND EQUIP[MENTTHROUGH ' TRUSS WEB SPACE. TYPICAL ALL TRUSSES. ! TOPCHORD /-/ I �� I j VERTICAL AND DIAGONAL TRUSS WEBS /,/ I \ 12 I .��7 I 12 4 3/4" 7�/ TRUSS CLIP CONNECTION TO STEEL FRAMING BY TRUSS MANUFACTURER Top ofRooLlraming c1------------ — - — - — - -------------------------------------------------- -- ELEV. = 14' - 0" i 1 CONTINUOUS BOTTOIV� CHORD I I I ! I CONTINUOUS j6" DEEP 20 GAGE COLD FORMED JOIST SECTION j LENGTH OF RC OF AREA. ATTACH TO VERTICAL CHORDS. TYPICAL. j (i ! 6'-311 I 6'_4" I 6'-4" I 6'-4" j 7'-4" t Top of Gymnasium ELEV. = Top of Gymnasium ELEV. = 25' - T .` Top of Gymnasium Ste( ELEV. = 25'- 4" 32'-7" ROOF TRUSS PROFILE T-1 1/4" = 1'-0" za'-oil S i Z RIDGE Y NOTE: i NOTE: LINE UP ALL VERTICAL AND DIAGONAL TRUSS WEB CONTRACTOR TO COORDINATE ALL MEMBERS THROUGHOUT TRUSS PROFILE /- DUCTWORK AND EQUIP[MENT THROUGH TRUSS WEB SPACE. TYPICAL ALL TRUSSES. i TOPCHORD IVERTICAL AND DIAGONAL TRUSS WEBS / \ 12 \�7 TRUSS CLIP CONNECTION / \ I \ TO STEEL FRAMING BY TRUSS MANUFACTURER ' \ TopofRoof Framing ;�-i --------------- — - — -- — - ------------- ---------------------------------- r j I CONTINUOUS BOTTOIV� CHORD CONTINUOUS16" DEEP 20 GAGE COLD FORMED JOIST SECTION LENGTH OF RC OF AREA. ATTACH TO VERTICAL CHORDS. TYPICAL. j I 6'-311 I 6'-4" I 6'-411 1 6'-4" I 7'-4" pp of Gymnasium LEV. = 25'- 4" 24'-0" S Op of Gymnasium LEV. = 25-7- ROOF BEN T KB-4 3/81I = 1'-0" �J T 32'-7" I ROOF TRUSS PROFILE T-1a NOT TO SCALE ?A I—n" 24'-0" 9 TRUSS CLIP CONNECTION TO STEEL FRAMING BY TRUSS MIANUFAI l URER - 1i 7 .Top of Roof Framing =� ELEV. = 14' - 0" S IS NO TOP CHORD EXTENSION FOR OVERHANG TRUSS CLIP CONNECTION TO STEEL FRAMING BY TRUSS MANUFACTURER — �To� Of Roof Framin c l ELEV. = 14' - 0" TRUSS CLIP CONNECTION TO STEEL FRAMING BY TRUSS MANUFACTURER Top of Roof Framing ELEV. = 14' - 0" 34 RIDGE 32 NOTE: j NOTE: i LINE UP ALL VERTICAL AND DIAGONAL TRUSS WEB CONTRACTOR TO COORDINATE ALL i MEMBERS THROUGHOUT TRUSS PROFILE �- DUCTWORK AND EQUIP[MENTTHROUC H TRUSS WEB SPACE. TYPICAL ALL TRUSS S. t TOPCHORD / ! I VEK'I R-AL AND DIAGUNAL TRUSS WEBS / \. 1211-611 12 ! 7 I IX I � \ / — - — - — - — - — - — - j I CONTINUOUS BOTTOMjCHORD j ' I CONTINUOUS 6" DEEP 20 GAGE COL FORMED JOIST SECTION j LENGTH OF RQOF AREA. ATTACH TO VEf TICAL CHORDS. TYPICAL. j 6'-3" I 61-411 6141 6 -4 6 -0 11 31'-3" ROOF TRUSS PR01:1LE T - 2 1/41' = 1'-0" RIDGE 34 NOTE: j NOTE: 32 LINE UP ALL VERTICAL AND DIAGONAL TRUSS WEB CONTRACTOR TO COORDINATE ALL MEMBERS THROUGHOUT TRUSS PROFILE DUCTWORK AND EQUIP[MENT THROUGH TRUSS WEB SPACE. TYPICAL ALL TRUSSES. TOPCHORD ! VERTICAL AND DIAGONAL TRUSS WEBS / I 12 ! 7 12 j 7 If ------ ----- -------------- -- -------------- ---------- CONTINUOUS B0170MICHORD j CONTINUOUS 6" DEEP 20 GAGE COLD FORMED JOIST SECTION j LENGTH OF RQOF AREA. ATTACH TO VERTICAL CHORDS. TYPICAL. I ! 6-3" 1 6'-4" 6'-4" 1 6-4" 6-0" I 31'-3" 1 ROOF TRUSS PROFILE T-2a 1/4" = 1'-0" 21A NOTE: LINE UP ALL VERTICAL AND DIAGONAL TRUSS WEB MEMBERS THROUGHOUT TRUSS PROFILE TOPCHORD / I /. VERTICAL AND DIAGONAL TRUSS WEBS / I 3/4" I RIDGE 18A j NOTE: CONTRACTOR TO COORDINATE ALL DUCTWORK AND EQUIP[MEN I THROUGH TRUSSWEBSPACE. TYPICAL ALL TRUSSES.) I � t 2 I �7 4 3/4" 7 N in CONTINUOUS BOTTOMjCHORD j CONTINUOUS 6" DEEP 20 GAGE COLD FORMED JOIST SECTION j 1 LENGTH OF RQOF AREA. ATTACH 1-0 VERTICAL CHORDS. TYPICAL. j 6'-3" I 6'-4" I 6'-4" 64" I 6'-8" BEAM and RIDGE 1-6 1/2 8 -5 8 1211 BEAM 8 -0„ BEAM 7 -2 SYMETRICAL ABOUTBEAM 7' -2 BEAM 8 -0„ 8 -2„ 8 -5 I „ 1-6 8'-3 1/4" 23'-5 3/4" 23'-5 3/4" 8'-3 1/4" I CHANNEL FACE 1/2" THICK WELDED FILLER PLATE AT MIDSPAN OF ALL CHANNEL FACE I TENSION AND C! MPRESSION TRUSS WEB MEMBERS Top of Steel Truss Top Chord TOP OF STEEL I TOP OF STEEL I 12 TOP OF STEEL = - I TOP OF STEEL ELEV_. = 31-11 3 4 TOP OF ELEV. _ STEEL = 31'-10" _ WT 9 3 .5 12 1 1/4 - - TO CHORD TOP OF STEEL ' �� ELEV. = 31-8 N TOP OF STEEL ELEV. = 31'-6" I ELEV. = 203'-9" _ _ - - - - __ - - - - _ _ _ WT 9 x 35.5 TOP CHORD \ -156.0 kips \ 165.0 kips / A Sl.�,.l� Ln \ �\ Ln > 12 �? u1 x X ti Y ! o X x so O ! fps S/l x ( x 3j o. + a Fi Y ps S/16 o \ x �r x d X1� a- d. Y o. ��s /1G d N a ')jx Y + L�� 'ITx N i 1// ,y� x I d x x O 12 I tiG I 7 . Z �� / I N I m N I N N I N I N +�� 7 � I ti0P �IFraming --_ — — —---_ — — _--- — — — - + 84.0 kips + 80.0 kips + 127.0 kips + 156.0 kips 2-L6(V) x 4 x 1/2 BOTTOM CHORD I C 12 x 25 CONTINUOUS TIE C 12 x 25 CONTINUOUS TIE 1 1 C 12 x 25 CONTINUOUS TIE 1/2" THICK WELDED FILLER PLATE AT MIDSPAN OF ALL TENSION MEMBERS BETWEEN BOTTOM CHORD TRUSS PANEL POINTS Sim TENSION 1/2" THICK WELDED GUSSET PLATE CONNECTIONS t 1 S4.3 (-) COMPRESSION AT EACH TRUSS BOTTOM CHORD PANEL POINTS t 63'-6" I I I GIRDER TRUSS GT-1 3/811 = 1'-0" REVISIONS CONFORMED SET MARCH 22, 2019 1 2119/19 BID SUPPLEMENT STATE PROJECT NO. 132-0088 N Phase 1 of 4 IRARD AND `COMPANY STRUCTURAL ENGINEERS 10 WATERCHASE DRIVE ROCKY HILL, CT 06067 (860) 563- 3820 31'-11" L ROOF TRUSS PROFILE T-3 p% corunV o NOT TO SCALE •`®•,,`'�� COLD FORMED LIGHT G14GE METAL FRAMED ROOF TRUSS NOTES 1. ROOF TRUSSES SHALL BE PRE-ENGINEERED AND PRE -FABRICATED WITH ASTM A653 QUALITY SHEET COMPONENTS HAVING A MINIMUM YIELD STRENGTH OF 50,000 p.s.i. 2. ALL COLD -FORMED STEEL TRUSS MEMBERS SHALL BE DESIGNED ACCORDING TO THE LATEST AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 3. TRUSS FABRICATOR SHALL HAVE A MINIMUM OF FIVE (5) YEARS CONTINUOUS TRUSS MO SER FABRICATION EXPERIENCE. TRUSSES SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH AISI's LATEST SPECIFICATION EDITION. PILON 4. PROVIDE TEMPORARY AND PERMANENT TRUSS BRACING AS REQUIRED PER AISI SPECIFICATION FOR ALL DESIGN LOADS INDICATED. PROPER HANDLING, SAFETY PRECAUTIONS AND PROCEDURES, NELSON AND PROPER INSTALLATION ARE THE CONTRACTOR'S RESPONSIBILITY. 5. PROVIDE DOUBLE TRUSSES AND/OR GIRDER TRUSSES AT LOCATIONS SHOWN ON THE A R C H I T E C T S TRUSS FRAMING PLAN AND AS REQUIRED FOR THE TRUSS LOADING CONDITIONS. 30 JORDAN LANE 6. TRUSS DESIGN LOADING ANID SPACING SHALL BE AS FOLLOWS: wErH(860) 5 - CT. osl os 63-6164 a. TRUSS SPACING = 4 -0 ox. b. TOP CHORD: DEAD LOAD = 60 PLF, SNOW LOAD = 120 PLF c. BOTTOM CHORD: DEAD LOAD = 40 PLF TITLE d. WIND LOADS: REFER TO DESIGN DATA ON S-601 (IN ADDITION TO TOP CHORD LOADING.) ROOF TRUSS 7. PRIOR TO TRUSS FABRICATION, PREPARE AND SUBMIT SHOP DRAWINGS OF THE TRUSSES ELEVATIONS, GYM SHOWING TRUSS LAYOUT, MEMBER SIZES AND STEEL GAGE, MEMBER TYPE AND LOCATION, GIRDER TRUSS and STRESSES, LOADING, TEMPORARY AND PERMANENT BRACING, TYPE OF CONNECTORS AND GYM STEEL ROOF DETAILS FOR FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CONNECTICUT. ALSO INCLUDE TRUSS LAYOUT AND BENT ELEVATIONS ERECTION PLAN SHOWING TRUSS LOCATIONS AND DESIGNATIONS. 8. TRUSS MANUFACTURER IS RESPONSIBLE FOR ALLTRUSS CONNECTIONS, LIGHT GAGE FRAMING TO 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 ROOF LIGHT GAGE FRAMING SYSTEM. ALL CONNECTOR TYPES SHALL BE SUBMITTED FOR REVIEW BY ENGINEER OF RECORD. 'SUBMISSIONS SHALL INCLUDE CONNECTOR TYPE, LOAD CAPACITY, AND COPYRIGHT (c) LOCATIONS. Moser Pilon Nelson Architects DWG. NO. S6.3