Loading...
HomeMy WebLinkAbout95 JOHN FITCH BOULEVARDNew Sales and Service (;enter r%on TRUC VC 95 John Fitch Boulevard South Windsor, Connecticut 06074 Location Plan not to scale Architect: Capital Studio Architects, LLC 1379 Main Street East Hartford, Connecticut 06108 tel: 860.289.3262 fax: 860.289.3163 P MENT csa project 16-31 vvu�v F�1�1 ®L-QIviII-r 17 March 2017 List of Drawings: G-1 .1 Wall Types, Toilet Accessories & Code Data A-1 .1 First Floor Plan A-1 .2 Large Scale Plans & Plan Details A-2.1 Mezzanine Plan A-3.1 Building Elevations A-4.1 Building Sections A-5.1 Wall Sections & Details A-6.1 Interior Elevations & Millwork A-7.1 Reflected Ceiling Plan A-8.1 Doors, Windows and Frames A-8.2 Door, Finish & Hardware Schedules S - r fbU U�J P64N bS7;1ULS e,O� ' &CS OrtwdoAnnulfi and Sorrss, I General Contractor: Orlando Annulli & Sons, Inc. P.O. Box 610 Manchester, Connecticut 06045 tel: 860.644.2427 fax: 860.644.6505 d1." 14 25 � v W- S � G'-O" R.F.F. - - AGOU5TIG PANEL GEILIN6 IN 50ME 5PA6E5 - 5EE FIN. 5GH. 5/8' TYPE "X' 6HB (MO15TURE RE15TANT TYPE IN TOILET RM) 3 5/8"-20 6A 5TU0516" O.G. METAL BLD6. GOMPONENT5 WALL BASE - 5EE FIN. 5GH. 3 5/8" FURRED WALL A NALL 7"TES l�e CONTINUE ALL FRAMIN6 AND 6HB TO UNDERSIDE OF MEZZANINE DEGK ABOVE I I J� - -A.F.F. AGOU5TIG PANEL GEILIN6 IN 50ME 5PAGE5 - 5EE FIN. 5GH. - 5/8' 6HB EA. 51DE (MO15TURE RE-515TANT IN TOILET RM5) — 6'-IS 6A 5TUD516' O.G. R-IQ BATT INSUL. - FULL HEIGHT WALL BASE - 5EE FIN. 5GH. B 6" STUD WALL TO MEZZANINE DECK B 3 5/8" STUD WALL TO MEZZANINE DECK D 4' ROOF PURLIN 48e CAULK PERIMETER (BOTH 51DE5) CAULK PERIMETER VAPOR CONT. 2" DEEP. 3 5/8"-20 6A. (BOTH 51DE -5) BARRIER CONTINUE ALL FRAMIN6 AND DEFLECTION TRAGK W/ 1/2' 6AP GONT. 2" DEEP, 3 5/8°-20 6A. 6WB TO UNDERSIDE OF I DEFLECTION TRACK W/ I/2" GAP MEZZANINE DECK ABOVE I I -- TO BOT. ROOF PURLIN Q'-O' A.F.F._ _ AGOU5TIG PANEL GEILIN6 IN _ 50ME 5PAGE5 - 5EE FIN. 5GH. 5/8" 6V1B EA. 51DE (MO15TURE RE515TANT IN TOILET RM5. 8 JANITOR5 RM) 3 5/8°-20 6A 5TUD5 16' O.G. R-13 BATT IN5ULATION — WALL BA5E - 5EE FIN. 5GH. C 3 5/8" STUD WALL TO MEZZANINE DECK 11-01 -0151-41 WALL WALL 2i-0n Ii-0e i�e l 1 � CAL GALL -FOR -AID. REFER j 3 TO ELEG. DW65. 2 II I ' 4 �¢ 2 PI 1 N WATER GL05ET WATER GL05ET LAVATORY LAVATORY I TOILET PAPER FRONT ELEVATION SIDE ELEVATION Y Y FRONT 51DE I DISPENSER- ' 5URFAGE MOUNTED I� o 10 o Ck m `r 12 4 o E= 1Z m N PAPER TONEL 50AP DISPENSER- ROBE MIRROR WASTE URINAL GALL FOR AID ROOM 516NA6E SANITARY NAPKIN SANITARY NAPKIN DISPENSER 5URFAGE MOUNTED HOOK REGEPTAGLE- DEVIGE (SEE ELEG. D15PEN5ER/VENDOR DISPOSAL 5EMI-REGE55�0 5EMI-REGE55ED DW65) BATHROOM $ AGLE550R1E5 LOGATION5 5GALE: I/4"=1'-0" AGOUSTIG PAf 50ME 5PAGE5 5/8" 6YB EA. RE515TANT IN JANITOR5 RM., 3 5/8'-20 6A R-13 BATT INSI HALL BA5E - 3 5/8" STUD WALL TO ROOF DECK DECK GON5TPXGTION: • 3/4' FIRE RATED A-G TONGUE f GROOVE PLYWOOD IT HARDBOARD EDGE • 8"-I b GA. GEE STUD RAFTER5 16" O.G. T/PLYJD — _ — Ixb POPLAR TRIM PAINTED 38' IS 6A UNDER JO 4" VINYL BASE 6' BATT IN51ATION - FULL HEIGHT OF WALL 0" A.F.F. 9 .- ACOUSTIG PANEL GEILIN6 IN 50ME 5PAGE5 - 5EE FIN. 5GH. 5/8" TYPE 'X" 6WB OVER 5/pe v5OU D BREAK' K' V-20 6A 5TRUGTURAL 5TUD5 24" O.G. WALL BASE - 5EE FIN. 5GH. SHOP 51DE �6" STUD WALL TO UNDERSIDE OF ROOF DECK G TYPIGAL OFFICE WALL / DEC/K DETAIL 50ALE: 3/4"= I'-0" 5/8° c)'B OFFICE SIDE ARGHITEGTURAL LEGEND EXI5TIN6 WALL TO REMAIN ----------------- EXI5TIN6 METAL AND/OR WOOD ----------------- STUD WALL REMOVED - - - - - EXI5TIN6 MASONRY WALL REMOVED NEW WALL (SEE WALL lYRE5) NEW WALL TO UNDER51DE OF EXI5TIN6 ROOF DECK —0 WALL PARTITION TYPE IOI DOOR TYPE Q NINDON TYPE ROOM NAME ROOM NAME � NUMBER X 0 N2 W 31A•3.1 E N1 INTERIOR ELEVATIONS ? WALL 5EGTION NUM ? NUM EXTERIOR ELEVATION NOTE- CODE DATA 15 BA5ED UPON PREVIOU5 BLD6. CODE A5 5UPPORTED BY GODE MODIFICATION FROM 5TATE OF GT. DATED FEB. 16, 2011 AND 516NED BY DANIEL TIERNEY, DEPUTY STATE BLD6. IN5PEGTOR. BUILDING CODE DATA 2005 CT State Building Code (2003 IBC) 2005 C7 State Code Suppliment-2009 Amendments USE GROUP: "kNON-SEPARATED MIXED USE (Truck accessories sales and installations) B BUSINESS S-1 STORAGE Design parameters for type of construction, height & area based on S-1 use, most restrictive (Sec.302.3.1) CONSTRUCTION TYPE: 23 NON COMBUSTABLE BUILDING HEIGHT and AREA (Table 503) Allowable building area culculated from inside face of exterior wails (Sec. 502.1 definitions "Area,Building") Allowed : 3 Stories 17,500 sf Proposed: 1 Story 241-4" 16,149 sf Mezzanine (Parts Storage): S-1 area 9,423 x 1/3 - 3,138 sf Allowed (Sec. 505.2) 2,357 sf Proposed FIRE SUPRESSION SYSTEMS: Not Required: Height or area increases to tabular areas are not required S-1 fire areas are •--12,000sf (Sec. 903.2.8) OCCUPANT LOAD (Table 1004.1.2)_ _ Business Areas: 6,726sf / 100 = 67 S-1 Shop areas floor level: 9,432sf / 500 = 19 S-1 Mezzanine level: 2,357sf / 500 = 5 TOTAL: 91 MEANS OF EGRESS: REMOTE BUILDING EXITS PROVIDED (DC. LOAD 1-500 Table 1018.1) TRAVEL DISTANCE TO EXITS LESS THAN 200' ALLOWED (Table 1015.1) EGRESS WIDTH REQUIRED: 94 People x 0.2" 18.8" (Table 1005.1) EGRESS DOORS PROVIDED (3'-0" Nominal) 33" CLEAR / 0.2=165 x 5 Doors = 825 People MEZZANINE EGRESS (Sec. 505.3) COMMON PATH OF TRAVEL (Sec. 1013.3) 75' to bottom of stairs FIRE RATINGS OF BUILDING ELEMENTS TYPE 213 CONSTRUCTION (Table 601) STRUCTUCTURAL FRAME: 0 hr. BEARING WALLS - EXTERIOR: 0 hr. BEARING WALLS - INTERIOR: 0 hr. NONBEARING WALLS - INTERIORS 0 hr. FLOOR CONSTRUCTION: 0 hr. ROOF CONSTRUCTION: 0 hr._ FIRE SEPARATION EXTERIOR WALLS (Table 602) Exterior Walls are = or>- than 10' from interior lot lines, center line of street: 0 hr. required ACCESSIBILITY: BUILDING SHALL MEET REQUIREMENTS OF CODE STANDARD: ICC/ANSI A117.1 - 2009 "ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES" AND ANY MODIFICATIONS AS PER 2016 CONNECTICUT STATE BUILDING CODE 0 (�)- --4-. o_ e v N 0 IN FIRST FL00� 50ALE: 1/8" = 1'-0" / EXTERIOR BRICK ADJ6T. MA50NRY TIES EVERY OTHER COURSE 5TA66ERFD HORIZ. AT 32' O.G. J" THK. DEN56LA55 $ AIR INFILTRATION BARRIER R-19 BATT INSULATION 6' METAL STUD u 2�" METAL STUD 71 J (7-_ rr ri , (D- > GOLUMN 35' METAL STUD R-13 BATT INSULATION 3�' METAL STUD 1/2' THK. GYP. BD. R-19 BATT INSULATION — CORNER BEAD y I' 6' METAL STUD" SHIM ,a 1/2' THK 6YP. BD. ROD � SEAL (2) 38' METAL STUD HORTON HD -SLIDE INTERLOGKED IN GHANNEL 102 SERIES 200113ELT DRIVE TYPE: 010 BIPARTIN6 O-X-X-0 NALL PLAN DETAIL SCALE: 1 1/2" = P-0" O I I NOTES: I. PARTITION DIMEN51ON5 ARE TO FAGS OF STUD 2. 5EE SHEET A-6.1 FOR AGGE55ORY 5GHEDULE SHOP fi01LEfi 110 $ PARTIAL BREAK ROOM 101= ENLARGED PUNS 5GALE: 1/2" = I'-0" WALE PLAN DETAIL 50ALE: 1 1/2" = 1'-0" ADJbT. MA50NRY TIES EVERY OTHER COURSE 5TA66ERED HORIZ. AT 32' O.G. R-11 BATT INSULATION 6" METAL STUD g' D K DEN56LA55 t AIR INFILTRATION BARRIER R-19 BATT INSULATION (3) 6' METAL STUD INTERLOGKED IN CHANNEL I' SHIM ROD 8 SEAL HORTON HD -SLIDE SERIES 2001 BELT DRIVE TYPE: 010 BIPARTIN6 O-X-X-O 0 NOTES: I. PARTITION DIMEN5ION5 ARE TO FAGS OF STUD 2. 5EE SHEET A-6.1 FOR AGGE55ORY 5GHEDULE WOMAN 10b $ MAN 101= ENLARGED PLANS SCALE: 1/2" = 1'-0" n7 03 n4 (5) (6) U I 165'-0" i 1 23'-4" 23'-4" 23'-4" 2 � 3 6'-0" I 64'-4" A-4.1 A-4.1 HIGH WINDOWS CLEAR STORY (WINDOWS J J 4>s. I I COMPRESSOR © HVAC AHU-1 II II II II II I - I IFRT PLYWOOR DECK OVER OFIfICES BELOW II I I IJOISTS I II II I I II II II II om ----J L JL — — — — --1L @ BELOW ----JL------ I II FULL HEIGHT WALL ro ROOF DECK i OPEN TO BELOW I IL IDN I METAL PAN CONCi;r= rE FILL TREA S �4 OPEN TO SERVICE BAYS BELOW MEZZANINE INDICATES _ REMOVABLE— PARTS STORAGE � EXTENT OF O*N TO SHOW ROOM BELOW all [uiriuus �ul,� �lllu trni ili[ riil lilillll[i�bt r[r 111tltlNl l r t�ibtull TION GATE SECTION 311 GONG, ON MTL, DECK MEZZANINE WIA x WIA WWF ACCESS `Q @ +11 -1 AFF- STEEL PIPE GUARD RAIL u Lo , �n 3 0 A-5.1 \ DN ` D 3'-10" FULL HEIGHT WALL t0 ROOF DECK 6" MTL. STUD WALL OPEN TO BELOW I cn TO ROOF DECK I j - - I °LU I �I -IL_ _ _ -I -r-----------teqr-- — ��--- -- � I I N I II FRT PLYWO I I DECK Q 'I OVER OFFICES BELT I I II I HV c A U-, II II HV C A U-2 II II ow �I II HIGH WINDOWS • -- - CLEAR STORY WINDOWS 64'-4" rA 2 3 A-4.1 A-4.1 A-4.1 MEZZANINE LEVEL PLAN 50ALE: Ilb" = II-0" A 1 6 lm 110 Z2 I0'I I � El III SOUTH NEST ELEVATION 5GALE: 1/S" = I'-0" I NORTH EAST ELEVATION 5GALE: 1/8" = 1'-0" A CE I METAL PANEL SIDING (COOL GRANITE GRAY) j NORTH NEST ELEVATION 51,'ALE: I/S" = 1'-0" EOLLARDS RAKE AND i=ASCIAII; TRIt11 (COOL GRANITE GRAY) METAL PANEL SIDING (COOL ZINK GRAY) METAL PANEL SIDING (COOL GRANITE GREY) /1�1R1 Il tl EMI 1 WItjV VWV `� V I VI\LI 1\Vltl V CLEAR ANODIZED 1=1NISN UJ/ SOLAR GRAY OPERAEBLE INSWING HOPPER WINDOW SOUTH EAST ELEVATION I EAVE HEIGHT LINE A +20'-m" OF CHANNEL 56ALE: I/F = 1'-0" BUILDIN6 SEGTION 50ALE: 1/5" - 1I-0" COUNTER 5UILDING SEGTION 50ALE: 1/8" = 1'-0" BUILDIN6 SEGfiION 5GALE: US" = 1'-011 nt I A ^r Ak —IIII ^+ A —?— Al —1- Y A11"I n El) IDING F 2'-3" GANTII PWR HF-ADFR - - - - +_--} --- GE OF BL XK BEyc ND 5" 4' so r 6" METAL 5TUD FIE D FABRIGATED TR 65E5 AT 16' �— 3 5/S 5TUD BRAGIN65 AT 36" 7'-81/4' COL. VERT. GORRU6ATED METAL 5101% 5EGURE TO 61RT5 - TYP." 1 I I i / PTD. WD. TRIM 3 5V STUD HEADER BEAR AT COLUMN ,ENGL05PE5. am 3 °�• o•' � 6 ° e• • • .:� •a �� •' •° � ° aG a �' . A... •� .. o• ° � d e v °• d • e •° ° e o n�•�y��, e ♦'�.• a ..' o ..• e ft git.aacl[IOo O ooQog 4' a . bl n1 SEGTION THRU FRONT 5LIDIN6 DOORS 50ALE: 5/4"=1'-0° SETION AT OVERHANG TO BLOCK 5GALE: 3/4"=1'-0" 3 SEGTION THRU VESTIUBLE SIODNALL �5150ALE: 5/4" =1'-0 T/5U_PPORT + 15-4" — PTO. PVG TRIM FA5GIA t 5OFFIT 1305. T. ALUM. P VENT U a a TOILET PARTITION URINAL PARTITION- 5 6 qa 5 1 10 SYSTEM -SEE SPEC. � SEE SPEC. C 0 t EY4 GB.- FRP TO �- V-O' HIGH CAPITAL . STUDIO l0 4 10 architects LLC i 1379 MAIN STREET EAST HARTFORD CT. 0610£ i 860 289.3262 fax 860.289.3163 112 0 U - NORTH EAST SOUTH Y�ST BASE- SEE FIN. STAINLESS 51ff1 5GHEDULE SEMI-GIRGULAR GLA551G WA5HFOUNTAIN- BRADLEY- MODEL:WF2104 5HOP TOILET- INTERIOR ELEVATION5 A-6.1 5GALE: 1/4" = 1'-0" II TOILET PARTITION 10 II 5Y5TEM-5EE 5PEG. 11 NEW GB.- PAINT I I 3 I g 12 13 6 II � LJ 4 j 10 2 10 NORTH EAST 8 8 SOUTH NEST BASE- SEE FIN. SCHEDULE 2 hOMEN IOa- INTERIOR ELEVATION5 A-b.l 5GALE: 1/4" = 1'-0" TOILET" PARTITION 5Y51"ET1-SEE SPEC. 3/4' MELAMINE NEW 6B.- PAINT PARTICLE BOARD � FOR ALL GABINET BOX CONSTRUGTION 3 1 5 3/4' MELAMINE PARTIGLE BOARD FOR 0 13 10 q ALL AD.U5TABL1= II-I/4' II 6 %' 4 SHELVE5 IN LIE BORE '`, :� II ii l ar i CV 3/4' PARTIGLE BOARD N 5 W/ PLAM. (5EE FIN15H 5GHEDULE) ON ALL 9URFAGE5 FOR ALL 2 871 CABINET DOORS oo 4' 5ATIN WIRE PULLS I'-O' NORTH EA5T 5" 8 ff5T BA5E- 5EE FIN. SCHEDULE �i TYPICAL INALL CABINET 3 MEN 101- INTERIOR ELE\/ATION5 A-6.1 515/4" = 1'-0' A-6.1 50ALE: 1/4" = 1'-0" 4' LAMINATED IA5HROOM AGGE55ORI E5 56HEOULF PLYWOOD 5PL. I-I/2' LAMINATED TA6 DE5GRIPTION MFR. MODEL NO. REMARK5 PLYWOOD COUNTER TOP 0 GRAB BAR - 42" SIDE OF TOILET BOBRIGK 5-6806.gq x 42 GLUM META -BOX O2 GRAB BAR - 36" REAR OF TOILET BOBRIGK 5-6806.gg x 36 3/4' MELAMINE PARTIGLE PRAYER }ARDygARE L16HT VALANCE- BY MFR BOARD FOR ALL CABINET O GRAB BAR - 18" VERTIGAL BOBRIGK B-6806.gq x 18 go BOX GON5TRUGTION 4' 5ATIN WIRE PULL5 FILLERS ' ® TOILET TI55UE D15PEN5ER - 5URFAGE MOUNTED BOBRIGK 5-2888 rl-I/2" 5 3/4' PARTICLE BOARD INPAPER TOWEL D15PEN5ER- 5EMI-REGE55ED BOBRIGK 5-2g144 -- I/gr O PLAM. (SEE FINISH SCHEDULE) © 50AP DI5PEN5ER - 5URFAGE MOUNTED BOBRIGK 8I8615 ON ALL SURFACES FOR ALL 1z � I/S, ROBE HOOK BOBRIGK B-212 GA13INET DOOR5 4 FAL5E y -_ DRAWER FRONT5 i I I ry I II�4 I I}g24 8 PIPE PROTECTION SLEEVE TRUBRO LAY GUARD-2 INSTALL AT ALL SINKS d LAVS IW24 ,1 I}^I24 n 3/4' MELAMINE PARTICLE 4 ® MIRROR BOBRIGK 5-165 1836 181106" I BOARD FOR ALL ADJUSTABLE a N cO 4 9a MIRROR BOBRIGK B-165 2448 48"x24" (LAN05GAPE P051TION) 5faVE5 IN LINE BORE p I O.G.--; T132� - 10 WA5TE REGEPTAGLE- 5EMI-REGE55ED BOBRIGK B-3644 3/4' PLYWOOD W/ PL. _ II5ANITARY NAPKIN D15PEN5ER/VENDOR BOBRIGK B-3106 50 5EMI-REGE55EDLAM. ON EXPOSED FACE8 REFRIG.OF ALL TOE KIGK5 `r :1121D13112 5ANITARY NAPKIN DI5P05AL BOBRIGK 5-353 1'�' 3• 4'-0" 13 GRAB BAR - 50" SWING -UP AT TOILET BOBRIGK B-4gg8.qq GOORDINATE HE16HT W/ REAR GRAB BAR CLEAR b 5A5E- 5EE FIN. II 5cHEDULE G-►ENERAL NOTES: E 1. IN5TALL PER CURRENT AN51 AI11.1 6UIDELINE5. 2. TYPICAL BA5E CABINET BREAK ROOM- INTERIOR ELE\/ATIoN 5. INSTALL SOLID WOOD BLOCKING BEHIND ALL AGGE550RIE5. REFER TO SHEET A-1.2 FOR TYPICAL MOUNTING HEIGHTS. 6 4 date 3/Il/17 A-6.1 drawn M6M; PM; DP 5GALE: 5/4" = I'-0" A-6.1 5GALE: 1/4" = 1'-0' scale A5 NOTED x checked PM z project no. 16-51 3 REFLECTED SCALE: 11F = I'-0" ELECTRICAL. TRANSFORMER GEILIN6 PLAN 0 U 0 GE L I N6 LE6END : 2'X4' LAMP n 2 X2' LAMP `w 0 4' LON6 TUBULAR LAMP o GIRGULAR LAMP ILLUMINATED EXIT 516N I 2'X4' ETCHED AGOUSTIC ra GEILIN6 6RID Q HM-1 G� tiI �_ unll_II_„II FIN. FLOOR 12' 50. TEMPERED HOLLOW METAL VV uulk= V171VN ME- I NSULA I tIJ GORE HOLLON METAL IN FACTORY PRIMED INFLATED GORE - FIELD PAINTED FACTORY PRIMED - FIELD PAINTED 5' KIGKPLATE ON HM-2 S" KIGKPLATE ON PU514 51DE PU51-1 51DE 5EE 5GH. HMF-1 I%4" 1tMl'tKED 2" 6LA55 m H.M. FRAME ml HOLLOW METAL WINDOWS FRAMES 50ALE: 1/4"=1'-0" 6'x 30'TEMPERED I I 6LA55 V15ION PANEL FLUSH 50LID GORE N ! FLUSH 50LIP GORE WOOD - FACTORY % I WOOD - FACTORY STAINED 5TAINED I, S' KIGKPLATE ON S' KIGKPLATE ON WD-2 PUSH 51DE PU5H 51H 2' P-1 1z CV IN5(ll ATFD 61 A55 PREFINI5HED ALUM. STOREFRONT 3'-0' INSULATED 6LA55 m PREFIN15HED ALUM. STOREFRONT Ir�J��e1►�iuit� iit Pei 0 ALUMINUM WINDOWS + FRAMES 5GALE: 1/4"=1'-0" INSULATED 6LA55 PREFIN15HED ALUM. STOREFRONT c '50LAR GRAY" 6LA55 TINT 64'-0' (TEN EQUAL 5EGTION5) O AUTOMATIC 5LIDIN6 DOOR BY HORTON AUTOMATIG5 MODEL: HO-5LIDE 5ERIE5 2001 BELT DRIVE. TYPE: 010 14'-0' BIPARTIN6: O-X-X-0 HARDWARE: 5EE HDW. 5GH. FIXED 5LIDIN6 5LIDIN6 _ FIXED PREFIN15HED ALUM. PANEL PANEL PANEL PANEL 5LIDIN6 DOOR j CODE COMPLIANT 5AFETY � GLAZING PER MFR'S ^� STANDARD DE516N FOR APPLICATION SL-1 ENTRANCE SLIDING DOORS HOLLOW METAL DOOR5 AND FRAME5 EXTERIOR FRAMES -14 6A. INTERIOR FRAMES -16 6A. EXTERIOR DO0R5 -16 6A. INTERIOR DOOR5 - IS 6A. 14'-0" O AUTOMATED 5LIDIN6 DOOR - 5EE DOOR 5GHEDULE PREFIN15HED ALUM. 5TOREFRONT DOOR 5L-1 BELOW i lo SH-1 SHOWROOM DOORS 2 2" 2 0 r CV O O `J 4 m v 0 5HONROOM DOOR5 BY L/Awmrrp INC. TYPE: 3 PANEL BI-FOLD HARDWARE: 5EE HDN. 5GH. PREFIN15HED ALUM. AUTO 5HONROOM DOOR5 CODE COMPLIANT SAFETY 6LAZIN6 PER MFR'S STANDARD DE516N FOR APPLICATION MARBLE 4" FIN. FLOOR =N T-1 THRESHOLDS 5GALE: 1/4"=1'-0" IN5ULATED 6LA55 PREFINf5HED ALUM. STOREFRONT T-2 OH-1 Al IIAAI{,.1 kTION BREAK OT TEMPERED 6LA55 6ARA6E DOOR BY "OVERHEAD DOOR COMPANY' THERMAGORE 5q1-IN5UL. 5TEEL rt-, IntIAI n 7LGI IVIV AL DVVK - PREFINI514ED. FINISH SCHEDULE ROOM FLOOR WALL BASE CEILING REMARKS ........................... .............................. :.*:.*.,:.*.,:.,:.*.*::.*.*.*.*.*.*.,.,.,:.,.,. ............................... . . ...... . . ....... ....... ........................................... MATERIALS HEIGHT REFERENCES ENTIRE HALL SURFACE AS ORIENTED ON FLOOR PLAN * Lu RECEIVING FINISH NOTED ... Lu Lu a_ LL_ Lu ................... • REFERENCES HALL (OR PARTIAL Lu Lu HALL) SURFACE AS ORIENTED ON ................. ............ ............................... C-) C-) w w Lu W FL• OOR PLAN RECEIVING FINISH ............................ .... ........ .... * ........ * ...... ........................... ............................ . . ... 0 C-) C> C) in C) m C) m a 0 P= NOTE: ............................... ......... U-1 _j W C/3 U) CO Lu ALL FIN15H GLA551FIGATION5 TO MEET ALL ............................. .......... -:x Lu :R i­ m >_ n >_ 0 C-> 0 APPLICABLE FIRE CODE REQUIREMENTS, STANDARDS. cn cn 101 VESTIBULE edx X X 0 102 SHOW ROOM /K x x X 1 105 OFFICE 0 .)8(xx*/1xx 0 104 OFFICE X X Xq'_0�� 0 105 OFFICE X�\ x 106 OFFICE X * X/ X 0 101 MEN5 ROOM x x *d /xx 0 108 HOMENS ROOM X X \/*\/ X X 0 10q BREAK ROOM •X I X *Xx 0 110 SHOP TOILET X*/ x x ql_011 MYLAR FACED GEILIN6 TILE III JANITOR )@(XXI X X q.-O', 112 SERVICE BAY *X x 115 PARTS 0 X X *x X 114 DEREK'5 OFFICE /\x X x 115 STORAGE • x 1169 BLAKE'5OFFIGE X X Xx 0 117 OFFICE x x x x 0 Ile) I OFFICE f 0 )I(lx 7 /0( x / x 0 lIq OFFICE 0 *xx:*\ (xx 0 120 OFFICE 0 1 \* \>/\,>\/ , *1 1 1 q,-O" DOOR SCHEDULE TAG DOOR . ......... ........... ............ FRAME ELEV. PROFILE HEAD JAMB MAT I FINISH HDW. SET REMARKS TO FROM TYPE SIZE MAT'L I FINISH 101 VESTIBULE 101 EXTERIOR 5L-1 6-0" x T-O` x 1 5/4" PRE FIN. ALUM. .................. AL -I --- 4/A-1.2 PRE FIN. ALUM. E3'(MFR. 5HON ROOM 102 VESTIBULE 101 5L-1 (61-01, x T-Oil x 15/411 PRE FIN. ALUM. AL --- 5/A-1.2 PRE FIN. ALUM. B'(MFR. 103 EXTERIOR 5HON ROOM 102 5H-1 6-0" x 6-0" x 13/4" PRE FIN. ALUM. .:.,.::.T .................... --- PRE FIN. ALUM. BY MFR. Q�) OFFICE 105 5HON ROOM 102 W-1 31-011 x 11-011 x 13/411 HOOD / PREFIN15HED ................... ................ HMF-I P-1 STEEL FIELD PAINT #2 105 OFFICE 104 SHOW ROOM 102 ND-1 5-0" x T-O" x 15/4" HOOD PREFIN15HED ........... I ........ HMF-I P-1 STEEL FIELD PAINT #2 106 OFFICE 105 SHOW ROOM 102 W-1 31-011 x 11-011 x 1 5/411 HOOD PREFIN15HED .................... HMF-I P-1 STEEL FIELD PAINT #2 Qj) OFFICE 10(b SHOW ROOM 102 M-1 5-011 x 11-011 x 1 5/411 HOOD PREFIN15HED .............. HMF-I P-1 STEEL FIELD PAINT #2 108 SHOW ROOM 102 MEN5 ROOM 101 HD-2 31-011 x T-Olt x 1 5/411 HOOD PREFIN15HED .............. HMF-I P-1 STEEL FIELD PAINT #3 IOq HOMEN5 ROOM 108 5HOH ROOM 102 HD-2 51-011 x -71-011 x 1 3/411 HOOD PREFIN15HED ....... .... HMF-I P-1 5TER /FIELD PAINT #5 BREAK ROOM IOq 5HON ROOM 102 ND-1 5-0" x T-O" x 1 5/4" HOOD PREFIN15HED .................. .................... HMF-I P-1 STEEL FIELD PAINT #3 III SERVICE BAY 112 5HON ROOM 102 HM-I 51-011 x 11-011 x 15/411 STEEL FIELD PAINTED ................... HMF-I P-1 5TEEI /FIELD PAINT #3 112 SHOP TOILET 110 5ERVIGE BAY 112 ND-2 5-0" x T-O" x 1 5/4" HOOD PREFIN15HED %%,., .................... HMF-I P-1 STEEL / FIELD PAINT #3 SERVICE BAY 112 JANITOR Ili HM-1 31-Otl x T-Ott x 15/4" 6ALV. STEEL FIELD PAINTED ...... ............. HMF_I P-1 6ALV. STEEL / FIELD PAINT #3 114 EXTERIOR (NORTH) SERVICE BA( 112 HM-I 5-0" x 1'-0" x 13/4" 6ALV. STEEL FIELD PAINTED HMF-I P-1 6ALV. STEEL / FIELD PAINT #1 115 EXTERIOR (WEST) SERVICE BAY 112 HM-I 5-0" x T-O" x 13/4" 6ALV. STEEL FIELD PAINTED ................... ................... .......... 4,,_ HMF-I P-1 6ALV. STEEL / FIELD PAINT #1 SERVICE BAY 112 EXTERIOR (WEST) OH-1 -oil 20 x 14'-0" STEEL / PREFIN15HED %*:.,.,.,.,.*:.*.*.%*.,:.,:.,.*. .................... --- --- STEEL / FIELD PAINT BY MFR. Ill EXTERIOR (SOUTH) SERVICE BAY 112 HM-I 5-0` x T-O" x 13/4" 6ALV. STEEL / FIELD PAINTED HMF-I P-1 6ALV. STEEL / FIELD PAINT #1 118 SERVICE BAY 112 PARTS 115 HM-I 5-0" x T-O` x 15/4" STEEL FIELD PAINTED ............... ................... HMF-I P-1 STEEL FIELD PAINT #3 Ilg DEREK'5 OFFICE 114 PARTS 113 HP-1 51-011 x 11-011 x 15/411 HOOD PREFIN15HED HMF-I P-1 STEEL FIELD PAINT #2 120 PARTS 115 SHOW ROOM 102 HM-I 31-011 x T-O" x 1 5/411 STEEL FIELD PAINTED HMF-I P-1 STEEL FIELD PAINT #3 121 5HON ROOM 102 5TOPA6E 115 HD-2 31-011 x 11-011 x 1 5/4" HOOD PREFIN15HED -: ............ ....... HMF-I P-1 STEEL FIR 0 PAINT #2 STORAGE LOCK5ET- NO CLOSER 122 BLAKE'5 OFFICE II(q 5HON ROOM 102 NO-] 5-0" x T-O" x 1 5/4" HOOD PREFIN15HED ........... HMF-I P-1 STEEL FIELD PAINT #2 123 OFFICE III 5HON ROOM 102 NO -I 5-0" x T-O" x 1 5/4" HOOD PREFIN15HED ................ .......... HMF-I P-1 STEEL FIELD PAINT #2 124 OFFICE Ilb SHOW ROOM 102 M-1 3'-0"x 11-011 x 1 3/4"HOOD PREFIN15HED ........... . ............ I .... 1. HMF-I P-1 STEEL FIELD PAINT #2 125 OFFICE IIq SHOW ROOM 102 NO -I 5-0" xT-O" x 1 5/4" .................. HOOD PREFIN15HED ................... HMF-I P-1 STEEL FIELD PAINT #2 126 OFFICE 120 SHOW ROOM 102 ND-1 5-0" x 1'-0" x 1 5/4" HOOD PREFIN15HED .................. ........... ............ %. . .................. HMF-I P-1 STEEL FIELD PAINT #2 Qj) PARTS 115 5HON ROOM 102 HM-I 51-011 x 11-011 x 1 5/411 STEEL FIELD PAINTED ............... HMF-I P-1 STEEL FIELD PAINT #3 ................. ........... .................... DOOR $ FRAME NOTE5: I. ALL HOLLOW METAL DOORS AND FRAMES TO BE FACTORY PRIMED 4 FIELD PAINTED. 2. ALL 516KA6E TO BE BUILDING CODE COMPLIANT AND MOUNTED TO A.D.A. REQUIREMENTS. HARDWARE SCHEDULE SET I QTY. I ITEM I MODEL No. I MFR. 3 HIN6E5 FBB-Iql (41/2" x 41/2)" STANLEY I GL05ER 250 5AR6ENT I GYLINDER LOGK5ET 65605 5AR6ENT I OVERHEAD 5TOP/HOLDER (bq05 IVES I KIGKPLATE 8400 ALUMINUM IVES, 3 MORT15E HIN6E5 FBB-Iql (41/2" x 41/2)" STANLEY I GYLINDER LOCK5ET 65605 (OFFICE) 5AR6ENT i HALL BUMPER H5402G(,\/ IVE5 jKICKPLATE 5400 ALUMINUM IVES ....... ............................................... .............................. ........... ....................... 3 MORTISE HIN6E5 FBB-1111 (41/2" x 41/2)" STANLEY I CLOSER 250 5AR6ENT I I i 1,., 11 . 1,111 1 1 r_1 r_v__)n/f_uL_L_ Z)Lml exn-- /ex!2—n uzuu/u�)uz 1, — 1vL10 I HALL BUMPER H5402GGV IVES I KICKPLATE 8400 ALUMINUM IVES HARDWARE NOTES: 1.) HOLLOW METAL FRAMES TO HAVE (5) RUBBER BUMPERS. 2) HINGES TO HAVE NON -REMOVABLE PINS. 3 ) r7r. Tn HFFT WITH nwwFR Tn F:STARI 11;H 1FYIW7 c;Y,;TF-M r/)nPr)1mATF= NUMBER OF KEYS WITH OWNER. 4) HARDWARE FOR EXTERIOR DOORS IN METAL HALLS PROVIDED BY METAL BLD6. MFR. 5) DOORS 101,102,105, 4 116 HARDWARE BY STOREFRONT DOOR MFR. I n P — 011 P-1 P-1.1 P-2 P-2.1 PILASTER DETAILS * COORDINATE ANCHOR BOLT LAYOUTS AND ORIENTATIONS WITH PRE-ENGINEERED BLDG. PLANS AND DETAILS. WALL DROP DI FUTURE BUILDIt P-2.2 P-2.3 TIES 6 TOP FOOTI NG and PIER SCHEDULE MARK SIZE REINFOROING REMARKS BOLTS F5.0 51-011 X 51-01' X I1-0" THK. 5-#4 EN BOT. F4.0 41-011 X 41-011 X II-011 THK, 6-#4 EN BOT. F5.0 51-011 X 51-011 X 11-011 THK. 6-#6 EN BOT. F6.0 61-011 X 61-011 X 21-011 THK. 5-#6 EW BOT. A. BOLTS FOR INTERIOR PIER FTGS. AB-1 P-1 12" x 26" 6-#5 VERT. W/ #5 TIES (see typ. Det.) 5" HOOK ON VERTICALS TYPICAL A15-2 OR 5 P-1.1 12" x 2611 6-#5 VERT. W/ #5 TIES (see typ. Det.) 5" HOOK ON VERTICALS TYPICAL AB-1 P-2 12" x 2211 4-#5 VERT. W/ #5 TIES (see typ. Det.) CIO AB-1 P-2.1 12" x 22" 4-#5 VERT. W/ #5 TIES (see typ. Det.) CIO AB-1 P-2.2 12" x 22" 4-#5 VERT. W/ #5 TIES (see typ. Dot.) CIO AB-1 P-2.5 12" x 22" 6-#5 VERT. W/ #5 TIES (see Det. P2.5) do A15-1 PROJECTION ^d' ° AB-1 3/4" x IS" ASTM F1554 GRADE 36 . az z a U1 W A5-2 111 x 24" ASTM F1554 GRADE 3(o 2 0 Z PROJECT TITLE W F— I- z z W W V Q. W U CU o _ > W (5o oU L i FLU V♦ N LL _ 0 O O a �- o� � a w = z to V Jnyli �L'r;'axp��$ % -A 9 * No. 6410 .Si peea+� A Orlando Annulli and Sons, Inc. GENERAL CONTRACTORS DESIGN BUILDER 147 HALE ROAD MANCHESTER, CT TEL(860)644-2427 FAX(860)644-6505 REVISIONS A n A _ A A n A n PROJECT NO. SCALE AS NOTED DATE 1-27-1 7 for Construction & Permit DRAWN BY CHECKED BY BD WAB DRAWING TITLE FOUNDATION PLAN SHEET No. SM RE INFORGED CONCRETE I. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-02. 2. SEE GENERAL STRUCTURAL NOTES FOR CONCRETE STRENGTH FOUNDATION WALLS AND EXTERIOR CONCRETE SHALL BE AIR ENTRAINED. INTERIOR SLABS ARE NON -AIR ENTRAINED. 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615-GRADE 60. 4. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL". SHOW ON THE PLACING DRAWINGS THE NUMBER AND LOCATION OF ALL BAR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL 5 1- 3" FOR CONCRETE POURED AGAINST EARTH 2" FOR CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OR WEATHER: 1 1/2" FOR BARS "5 AND SMALLER 2" FOR BARS LARGER THAN 05 1-1/2" FOR PIERS 3/4" FOR SLABS AND WALLS NOT EXPOSED EARTH OR WEATHER 6. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 3(o BAR DIAMETERS UNLESS SHOWN OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. -1. PROVIDE 2-"5 (I EACH FACE) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE UNLESS SHOWN OTHERWISE. a, SLABS. BEAMS AND WALLS SHALL_ HAVE_ NO JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS, HORIZONTAL KEYS, AND REINFORCING CONTINUING THROUGH. 9, ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE STRUCTURAL ENGINEER. roll CONCRETE SLAB WITH W2.1 x W2.1 WELDED WIRE MESH SAW CUT CONTROL JOINT I" DEEP (j OF SLAB THICKNESS) X7X-X—x—° d. 1=1 I -1 11-1 I 1=111- 111—' 1 I=1 I JEE I I-1 11=1 11-I 6" SLAB ON 6" MIN. PROCESS GRAVEL BASE OVER COMPACTED BANK RUN GRAVEL FILL. PROVIDE 6 MIL POLYETHELENE VAPOR BARRIOR, LAP EDGES roll MIN. AND TAPE SEAMS PER MANUFACTURER'S SPECIFICATIONS. TYPICAL FLOOR SLAB SECTION SEE FOUNDATION PLAN FOR SLAB THICKNESS LOCATIONS. 6" SLAB 5/0" x IS" SMOOTH BARS s IS" oc I° a 4 a° a O� TYPICAL FLOOR SLAB CONST. ,JOINT As Required POURED IN PLAOE PVC ISOLATION JOINT FOUNDATION NOTES ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR GRANULAR FILL. ELEVATIONS OF BOTTOM OF FOOTING SHOWN ON PLANS ARE FOR BIDDING PURPOSES AND SHALL BE LOWERED IF NECESSARY TO THE REQUIRED BEARING MATERIAL AS FOUND UPON EXCAVATION. IF THE REQUIRED BEARING MATERIAL IS NOT ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY ENGINEER IMMEDIATELY. CONTROLLED BACKFILL AND COMPACTION IF REQUIRED. A. SCOPE: WHERE UNACCEPTABLE, MATERIAL MUST BE REMOVED AND REPLACED WITH PROPER MATERIAL. A CONTROLLED PROCEDURE MUST BE FOLLOWED TO ENSURE PROPER BEARING FOR THE BUILDING B. FILLING AND GRADING: BEFORE BACKFILLING, REMOVE CONSTRUCTION DEBRIS, STUMPS, TREES, ROOTS, 50D, HEAVY GRASS, DECAYED VEGETABLE MATTER AND OTHER UNSUITABLE MATERIALS. FILL MATERIAL SHALL BE AS APPROVED BY THE ENGINEER. C. CONSTRUCTION METHODS: AFTER DEPOSITING FILL OR BACKFILL IN I FOOT LIFTS, WELL WASHED IN, COMPACT TO THE FOLLOWING PERCENT OPTIMUM DENSITY. THE DRY DENSITY AFTER COMPACTION SHALL NOT BE LESS THAN 95io OF THE DRY DENSITY FOR THAT SOIL WHEN TESTED IN ACCORDANCE WITH ASTM METHOD D. IN THIS TEST, MATERIALS RETAINED ON THE THREE-QUARTER SIEVE SHALL BE REPLACED WITH MATERIAL RETAINED ON THE NO. 4 SIEVE AS NOTED AS AN OPTION IN THE SPECIFICATIONS FOR THIS TEST. D. FIELD TESTS: PERFORM ONE FIELD DENSITY TEST FOR EACH SOURCE OF FILL MATERIAL PERFORMED IN ACCORDANCE WITH ASTM D1556. PERFORM STANDARD FIELD DENSITY TESTS EACH OF AN' Ar CUIPAr'Y n1= =1 114 n= MIKII Ic, /n = ==t?!-=K1T l�t.v 1 {--- 01— , .E I VIwV,. IT SHALL BE THE CONTRACTOR'S RE6PON515ILITY TO NOTIFY THE ENGINEER AND TESTING LABORATORY WHEN EACH LAYER OF FILL IS TO BE IN PLACE AND READY FOR TESTING. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR TESTING. IF ANY FILL 15 PLACED IN EXCESS OF SIXTEEN (16) INCHES WITHOUT TESTING, IT SHALL BE SUBJECT TO REMOVAL. SIEVE ANALYSIS SHALL BE AT THE CONTRACTOR'S EXPENSE. E. OBSERVATION: ALL EXCAVATION OF UNACCEPTABLE MATERIAL, INSTALLATION OF (_QNTRQI I FD FII I (nMRA(_TInTN FIFI D TF',r,TING AND I ARe)RATORY I R;= DONE UNDER THE SUPERVISION OF A TESTING LABORATORY WHO SHALL PROVIDE WRITTEN REPORTS OF ALL PHASES OF THE WORK TO THE ENGINEER. MASONRY I. ALL MASONRY SHALL DEVELOP 1500 PSI ULTIMATE COMPRESSIVE STRENGTH (fm) IN 28 DAYS 2. ALL MORTAR SHALL BE TYPE S 3. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT FOR A DISTANCE OF 24" BENEATH AND 12" EAOH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS. 4. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 5. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE USING HIGH LIFT (OR LOW LIFT) GROUTING TECHNIQUES. 6. NO SPLICES IN REINFORCING BARS SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. WHERE PERMITTED, ALL SPLICES SHALL BE LAPPED 40 BARS DIAMETERS. PAINT EXPOSED REBAR GREEN TO INDICATE GROUNDING ELECTRODE TOP OF FOUNDATION WALL LOCATE OROUNDING REBAR (MIN. "4) IN FOUNDATIJDN WALL IN CLOSE PROXIMITY TO ELECTRI AL SERVICE MDP AND SWITCH GEAR. TOF# OF FOOTING TIE VERTICAL REBAR TO CONTINUOUS FOOTING REBAR (MIN. #4 BAR 20 LINEAL FEET) "UFER" ELECTRICAL GROUNDING DETAIL —1/2 EXPANSION JOINT FILLER 4 SEALANT SEE SITE PLANS FOR CONDITION AT GRADE PITCH .25:I X u X °X— ° °' °' r J d Ik A A —/1 I'-(o11 1 jr1 1/2x18" SMOOTH DOWELS e 18" OC AT CONCRETE SIDWALKS 2 -*5 TOP 4 50T 2-S IN FOOTING GENERAL 5TRUGTUR4L NOTES I. ALL WORK SHALL CONFORM TO THE CURRENT REQUIREMENTS OF THE CONNECTICUT STATE BUILDING CODE. DIMEN51ON5 AND DETAILS SHALL BE CHECKED AGAINST PRE-ENGINEERED BUILDING DRAWINGS. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES AND ANCHOR BOLTS A5 REQUIRED BY ALL TRADES OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ENGINEER. 2. STRUCTURAL DESIGN LOADS: ALLOWABLE SOIL BEARING PRESSURE: EXTERIOR COLUMNS $ WALL FOOTINGS: 4000 PSF INTERIOR COLUMN FOOTINGS: 4000 PSF FLOOR SLABS ON GRADE: L.L. = 150 PSF MEZZANINE SLABS: L.L. = 125 PSF ROOF - L.L. 20 PSF (MIN. ROOF SNOW 30 PSF), D.L. 11 PSF, GROUND SNOW LOAD - 30 PSF BASIC WIND SPEED (5 sec. gust) 12=5 MPH EXPOSURE FAOTOR - B SEISMIC ACCELERATION for SHORT PERIOD 59=0.175 (South Windsor, OT) SEISMIC ACCELERATION for ONE SECOND PERIOD 51=0.064 (South Alndsor, GT) LOADS INOREA5ED AT AREAS OF DRIFTING SNOW 3. MATERIAL SHALL CONFORM TO THE: FOLLOWING: CONCRETE: BU I LDG I NG FOOTINGS: V c. = 3000 PSI (p 28 DAYS BUILDING FOUNDATION WALLS: f'C = 5000 PSI (9 28 DAYS INTERIOR SLABS ON GRADE: flit = 5000 PSI (9 25 DAYS EXTERIOR SLABS ON GRADE: f'c = 5500 PSI o 28 DAYS REINFORCING STEEL : ASTM A615, GRADE 60 (TIE5 & STIRRUPS MAY BE A615-40) STRUCTURAL STEEL A-qq2 GRADE 50 WELDED WIRE MESH A-155 ANCHOR RODS : ASTM 1=I554 GRADE 36 4. UNLESS OTHERWISE SHOWN, PROVIDE STEEL LINTELS OVER MASONRY OPENINGS, ONE ANGLE FOR IEVERY 4" OF MASONRY THICKNESS, 6" MIN. BEARING. SPANS LINTELS re�er to plan I _1 /1�_/'1u T/'1 A 1_/ I1 al/ 11 =I/ 11 5/..1 -t 7 �/1=T 1 L-1 V 1-1I V -I' V ✓/2 x ✓/2 x 4 x 1 .L / 1 1 .L- L-2 4'-roll TO 5'-6ll 4" x 3Y2" x 56" x 5.2 #/FT.L L-5 5'-roll TO 6-6" 5" x 3Y2.1 x 3/811 x 10.4 #/FT.L L-4 6-6" TO 7'-6" 6" x 3Y2" x 5/8"x 111 #/FT.L L-5 7'-6" TO IV-6- W8x10 W/ %6"PLATE L-6 13'-roll TO IS'-O" A8x15 A/ 5lf6" PLATE EQ EQ TYPICAL CORNER BAR DETAILS 3 WALL SECTION at DOORS and END WALL S c a l e: 3/ 4" = 1'- 0" HAIRPIN BARS INTO SLAB THRU 2" PVC SLEEVE BEHIND BOLT CLUSTER. SEE SLAB PLAN T SEE FOOTING AND PIER SCHEDULE FOR SIZE AND REINFORCING 3 TIES a 3" TOP (TYPICAL) PROJECTION A5-1 3/4" x la" ASTM FI554 GRADE 36 • °z z c WLU WA5-2 I" x 24" ASTM FI554 GRADE 36 LA5-3 1 1/4" x 24" ASTM FI554 GRADE 36 Lu 3" HOOK TYPICAL AKlPL4n0 Rnl T TVDI=Q R-%1\VI IVI I L./V L-9 1 11 L.V s COORDINATE ANCHOR BOLT DIAMETERS AND PROJECTIONS WITH PRE-ENGINEERED BLDG. PLANS AND DETAILS. BUILDING COLUMN PREENGINEERED BLDG. SEE ARCHITECTURAL DUrS5. PIE SIZ£. . SEE SCHEDULE) 2- 05 TOP 4 BOT. CONTIN. . •d r FINISH GRADE (SEE SITE PLANS) ° d ° d °d ° d E LINE OF FROST WALL BEYOND 2 TYPICAL PILASTER DETAIL S-2) Scale: 3/4"=1'-0" FOOTING TYPE CENTERED ABOUT COLUMN AXIS UNLESS DETAILED OTHERWISE. REFER TO FOOTING SCHEDULE FOR SIZE AND REINFORCING PIER TYPE AND PILASTER DETAIL REFER TO SCHEDULE DETAIL REFERENCE NUMBER ON PEMB BUILDING SHOP DRAWINGS FOR BOLT LAYOUTS AND BASE PLATE SIZES. HATCHED AREA INDICATES PIER SIZE. SEE SCHEDULE FOR DIMENSIONS AND REINFORCING, COP OF WALL (TOW) 3EE FDN. PLAN NOTES TYPICAL PILASTER DETAIL ANNOTATIONS f COORDINATE ANCHOR BOLT LAYOUTS AND ORIENTATIONS WITH PRE-ENGINEERED BLDG. PLANS AND DETAILS. VERIFY BOLT PATTERNS AND SIZES WITH PRE-ENGINEERED BUILDING PLANS and PIER SCHEDULE d. ° Q d d . °e ° °. PVC ISOLATION RING x x d e ° °Q c ° ° I SEE FOOTING SCHEDULE FOR Sl c THICKNESS AND REINFORCING 4 INTERIOR COLUMN PAD FOOTING \S-2% Scale: 3/4"=1'-0.. 6" CONCRETE SLAB ON 6" GRAVEL BASE PREENGINEERED BLDG. SEE ARCHITECTURAL DUGS FINISH GRADE CONDITION VARIES x—oic ,-� x • °• SEE SITE PLANS (CONCRETE, BITUMINOUS OR EARTH) 111II III= Ilil I' 2" RIGID INSULATION I-='III=11' ° —111—I 117 I "�✓ 3'-0" OC (o" HOOK 71 all. Oil , 01 • • cil 2-*5 TOP 4 50T - CONTINUOUS .4 • d 2-S CONTINUOUS SEE FOUNDATION PLAN I'-V" FOR BOT, OF FTG. ELEV. 1 SECTION - TYPICAL FROST WALL S-2 Scale: 3/4"=1'-0" PROJECT TITLE Ix W W W f% cc W U) V� W _I U) W Z cIONN T c A * 6410 �OFfSSIONAL 6~„� Orlando Annulli and Sons, Inc. GENERAL CONTRACTORS DESIGN BUILDER 147 HALE ROAD MANCHESTER, CT TEL(860)644-2427 FAX(860)644-6505 REVISIONS n A 0 n n n n PROJECT NO. SCALE AS NOTED DATE 1_ 2 7_ 1 7 for Construction & Permit DRAWN BY CHECKED BY BD WAB npAWIN(, TITI F STRUCTURAL SPECIFICATIONS and DETAILS SAW CUT OR CONST. JT. TYPICAL SLAB ISOLATION JOINT SHEET No.