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HomeMy WebLinkAbout38300 5th Ave (3)GATE Concrete Products DEAR SIR(S) THE ATTACHED SHEETS ARE COPIES OF THE TABLE PRINT-OUTS FROM A COMPUTER PROGRAM WHICH IS IN COMPLETE COMPLIANCE WITH THE ACI 318-89 BUILDING CODE, AND HAS BEEN DEVELOPED BY LEAP SOFTWARE, INC. IF ADDITIONAL INFORMATION IS DESIRED, PLEASE CONTACT GATE CONCRETE PRODUCTS ENGINEERING DEPARTMENT AT OUR JACKSONVILLE OFFICE. SINCERELY, GATE CONCRETE PRODUCTS COMPANY 4JS L. KUNBft. P.RESIDENT, 3MINEERING GATE CONCRETE PRODUCTS COMPANY - 402 HECKSCHER DRIVE - JACKSONVII-LE, FL 32226 - (904) 757-0860 - FAX (904) 751-5435 i 6 " GA TE.CORE S CHED ULE 6 " MK UNIT TOTAL LENGTH WIDTH REMARKS WEIGHT 01 6GC126X 19 25'-3' 4'-0' RELEASE 0 45M (2—DEBONl1ED SIRANOS 2'-0■ AT EACH DID) 4818 0 02 6GC106X 29 25'-3' 4'-0' 4818 02A I 6GC106X 1 25'-3' 3'-1 SC (IN PLANT) 3614 02B I 6GC106XT 1 25'-3' 2'-4' KC 2810 03 6GC066X 3 6'-7' 4'-0' 1256 (03)A 6GC066X 1 6'-7" 3'-9' KC 1178 04 600046X 6 6'-7" 4'-0' 1178 04A 600046X 1 6'-7' 2'-6' KC 785 048 6GCO46X 2 6'-7' 2'-0' KC 589 05 6GCO46X 31 8'-6 1/2" 4'-0" 1630 0 1 05A 1 6GC046X 1 8'-6 1/2' 3'-9' KC 1528 TOTAL = 95 1 /8"x3" KOROLATH BEARING STRIP FURNISHED BY GATE / SHIPPED LOOSE (510'-O' 1 1/ 7' 13 1/2'1 3 1/21 70 13 1/21 7. 13 1/2T3 DESIGN DATA 6" GATECORE STRAND SIZE - 3/8'-25% LL STRAND PULL V4,000 LBS. EACH (1(TERIOR STRANDS) 12.000 LEIS (1ST STRAND IN FROM )EYMMY EDGE) CONCRETE WEIGHT - 140 LBS PER CU. FT. 6GC106X CONCRETE STRENGTH - 5OOD IS 4'-d" 3• 3 1/2' 3 1/2. 3 1/2` 3 1/2' 3 ll r 3 t/Z' 3 1/2' 3 1/2' 3 1/2` 3 1/2' 3 1/2' 3 1/2' 3• ■ T- 1/4 T T T T T 1 1/4' -.. M7 ■ � � /2• R= 1 1/ 1 1 7• 3 1/2' 3 1 3 1/2' 3 1/2 3 1/2 3 1/23 1/2 3 DESIGN DATA 6" NCO STRAND SIZE - 3/8'-250k LL IDS STRAND PULLZ;000 ( s-EACH (INTERIOR rRAND N� FROM 1f)E1'IMAY 060GGC126X CONCRETE WWff - 140 1 % PER Cif. FT. CONCRETE STRENGTH - 5(100 PSI h m M 31/d 7" 1 1AV BARE UNIT WEDIT EIAK UNIT WEIGHIT - 47.7 P.S.F. RRfASE 0 4500 PSI 0 2'-0' AT EACH 00 4.4. 3• 3 1/2' 3 1/2' 3 1/2-.3 1/203 1/Y 3 1/2' 3 1/2' 3 1/2' 3 1/2' 3 1/2'.3 1/2' 3 1/2' 3- 3 8' 1 /4' ■ M iD • 2 1/4' 7' BARE EMIT WEIOHT 9ARE LW WEIGHT - 47.7 P.S.F. 4'-0' 3 1/2' 3 1/2. 3 1/2' 3 1/2' 3 1/2' 3 1/2' 3 1/2' 31,4 3 1/i 3 1/2' 3 1/2' 3 1/1' 3• 3 8' 1 1/4" A 2 1/4' 1'-Y 1 1 /4` DESIGN DATA 6" GATECORE STRWD SIZE - 3/8'-250k LL STRAND PULL14AM LOS, EACH (WIER= STRANDS) 12.000 LEIS (CST STRAND IN FROM V MtAY' EDGE) 16=60fl CONCRETE VWff - 140 LEIS PER CU. FT. CONCRETE STRENGTH - WOO IS BARE UNIT WMff 9ARE tN+1T WEIGHT - 47.7 P.S.F. 4'-0' 3• 3 1/2' 3 1/2' 3 1/2. 3 1/2' 3 1/2' 3 1/2' 3 1/2. 3 1/2' 3 1/2.3 1/2' 3 1/2' 3 1- -i - T/Y 3- 1/-- - i - T —1 - 1 1/4' 1 1 9 f 1 1 1'-2' V-5 1 DV" DATA 6' GATECOM SWAfO SIZE - 3/8'-25% LL STRAND PEAL 14.OW LOS EACH (NTERIOR SIRII M I�LOS LOS PER . (15F STRAND INFTiI>il 11~E1xEj 6GC CONCRETE MIEIGHNT046X CONCRETE S1RE061H - mm P9 ry `p 40.9 BARE UNIT VMIT OW UIQ IBM - 47.7 P.S.F. tw4� 4 • t t' APPROVER PLEASE VERI! ALL CLOUDED INFORMATIc (WHERE APPLICABLE) ARCHITECT ❑ ❑ ❑ DATE ENGINEER 0 ❑ ❑ DATE CONTRACTOR ❑ ❑ DATE OWNER DATE 0 ❑ ❑ The approver should check completely an _ dimensions, erection and connection details, - v a Approval of these drawings indicates that o the drawings have been checked against m a jobsite conditions and have been coordin- ated with the requirements of other trades. Disclaimer a scamps ivies rr+t corst!?�?e ap- prmal and prC^J t C^ III rot procEEd witil th? b!Aler D; +++= 60"t has signed as indi- cated ab,D'i � GENERAL NOTB3 (1) -- HOLES ARE BY OTHERS UNLESS ODOM MCA M FED CUT HOLM OM UN TIVSE SH MN, MUST BE APPROM BY f91TE CONCRETE PROD= F (2) VWWA R :- THE .GD CON TRA M S IKL ISM THMT VERTI A MASER'S, 'm Dt1 NOT INTERFERE WITH R OF GAT# OOIiE LIM. (3) NiSERTMif' FpOK`,,. �itS OR OfNER LIFTING �Mm wo THE No WN � (4) MIME AID MB:i`- W CUS o" AM?/OR HIS AMNr SU 8E "ONSI" M ALL ; DUMM *0 DETAILS TAK N LAM THE CONT(iAL,`T DIMalIM AND SHm HERON. GATE CO. Tit. NOT K REW045FI E m MIL( CHAIl S *W AFTER AR"iQVAt. Of PM DRAIIIIIIINIM (5) RIV UM- SWIT VER'11ICAL M KIIIENT OF PST CONCRETE ROBE' U IS MMPA70 off CAN BE RW= EIY PROPER 16"Tft GATE CONCRETE PifODUIC!'S M REC010i M A -PHYSICAL SEIWW"OF THE PIASTER PLANES AT THE xruaEcM OF NON-IME4RM W L S AND CE7r.AM (6) CAM- CNW IS AN WOW CMD1TW IN ALL � FIBURRIL 11Emem me THE GE?lERJIL ('�01(1 SS CE FOR (7) CUMM' % ENGTH OF C01011t21ETE (NORIIIA MIEIWQ SMALL BE A i/NN1t1iN OF 5000 PS1 AT 28 DAYS 43;%MUS%D=C1ftE 1 TYP� STRUCTUIR& TOPPNG WO SPEECW. SIOLL 8E 3000©WXW.. RMIORCED IN ACCORDANCEINTH PLANS t SKM THE "MIESS, OF SUCH TOPPING SWILL BE A M1N1M OF 2 INCHES AT 1iE CEN7IER OF TIE SPM - AND MAY VARY. DUE TO CAW OR. DMEC'TION. FROM THE CENTER TO THIS SUPPORTS AS REOtNRED FOR A LEVEL SI<IRFACE. THE TOPPING POUR NO ALL ifATff&S REQUW FOR SAVE ARE BY OTH ER& (8) CROMIC - ALL JONTS 9ETKEm SIAEIS SHALL BE FULLY PAC= Wf11i STIFF am CONISISTM OF 1 PART PWtAND CEMENT TO 3 HARTS CLEMN SAND. THE GWK DECK MU K ALLOWED TO CUTE OVEIMIGHIT. UNLESS NOTED, KF REM *C ANY LWX SORES. CUTTING ANY HOLES OR APPLYNG ANY FURTHER 0OtISMUC1lON LOAM QVJfW 'QF d Y THE IM MMIY JONTS IS THE RESIRMWILITY OF THE ER IOR. NEW ONAM SPIND IN THE CONTTNIO TOPPING CONCIRM SMALL. NOT BE SUBSTi M FOR GROUT. (9) LBMM:-- PRECJIST CONCRETE UNITS SWILL BE ALIGNED 0 LEVE3,ED Pmm TO Wail" MMM1YS n (10) SIG Sly- STRANDS TO BE ASni--A416. 7 WIRE 3/8' W&JER. G00 i0 6 GC FIIRST TWO DM MOW � � THE tEADL THE Mi�DE�I�6N IK k ((2 SWAM 0 SSM4NNDDS SVOSW M IZOOD LEM) (11) RAW SWAM- A SigOTH. STRAIM K RING SURFACE MUST BE PR041DED By THE GENIE3K CONTRACTOR PRIOR TD ERECTION OF SLABS, (12) TOLERANCES:- WIDTH: LENGTH f 1` FULL WIDTH UNITS ± 1 /4• ft"m t 1 4• SAW CUT UNITS ± 1/2' DEVi WNI FROM / SPLIT UNITS ± 1 1/2' SQUARE ± 1 • CAMBER DEVIATION ± 1/2' (13) DESIGN LOADS:- CLASS ROOMS LIVE LOAD = 40 PSF AD LC -) = 33 PSF (11NCLUDFS 2" !_iG,--i (WF !CH r _ ? NON-STRUC i URt,' �9. It y TOTAL SL = 98PSF NON-S1 ri�i ur<A� i ur JiN�) CORRIDORS UVE LOAD = 80 PSF (2" LIGHTWEIGHT DEAD LOAD = 18 PSF--NON-STRUCTURAL TOPPING) TOTAL SL = 98 PSF (14) TYPICAL. GATECORE LEGEND KC- KNIFECUT (IN PLANT) SC- SAWCUT (IN FIELD) NC- NOTCH CUT (IN FIELD) SKC- SKEWCUT (IN FIELD) PSKC- PLANT SKEWWT _ PRINTED 1•01-- 1, - 2002 IACKSONVILLE, Et I Fe - P I a L i'tjc i Am x. NU 9 FLO IN A DATE NEW EDUCATION BUILDING FOR -jipe FIRST BAPTIST OF ZEPHYRHILLS _ . C CHEm LIME - Pf6 C, mmms ONtlNMIN -AM: D007AN & ASSOC., ARCtID'SCt' PCW 7/12/Oc C RTit YcCUUAIGE R SM W R 3'- 00C 3 SPA. e 4 5rt #'--0" . t 2'-0'QC 1 b'.-4" . - a ; � I I i 1 11 1 I JOIST (0 4"t 2'- 000C 4•-a'=96' SECOND FLOOR FRAMING PLAN -Tro TT s't — n rf IMP. WAM) SEC. PM MD ROIL. 1-1-- 6Y WL COMtR. \ I 1 _- OOOOO.00 /3 OOfIIr. W W GOL CIt1R. LAP AT (>t�/'2 SK) 3--1 "GC -' { - 5"t 2'-0'GC 13 CABLE 0? NYLON SLING r � �r r r Q' r r DIM "A" = 1'-0" MIN. 1'-6" MAX r (EXCEPT FOR CANTILEVER SLABS, SEE REMARKS COLUMN ON SCHEDULE FOR DIM. "Al DO NOT USE FORK UFT TO LIFT GATECORE SLABS RECOMMENDED SLING POINTS FOR HANDLING & DUNNAGE CONTRACTOR PLEASE NOTE IT Is THE RESPONSIBILITY OF THE BUYER TO PRI` WX EXACT SIZE Ate LOCATION OF ALL HOLES AND OPENINGS THAT WILL BE REQUIRED THROUGH THE PRECAST MEMBER. PLEASE CHECK AND VERIFY ALL DIMENSIONS, ESPECIALLY THE ONES THAT ARE CLOUDED. THESE PRODUCTS MAY NOT BE MOM UNTIL ALL DIMENSIONS AND OPENINGS HAVE BEEN THOROUGHLY CHECKED AND VERIFIED BY THE BUYER. ERECTORS' NOTE: :- THIS SYMBOL INDICATES A SAWCUT OR A SPLIT EDGE OF GATECORE IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE A MINIMUM OF 36 HOURS OF CONCRETE CURING OF ALL LINTELS AND BEAMS PRIOR TO ERECTION OF GATECORE SLABS. x :- INDICATES OPENING TO BE CUT IN FIELD BY GEN. CONTR. PRIOR TO CUTTING, GROUT BUTT JOINTS AND KEYWAYS. GATE CONCRETE SUGGESTS CORE DRILLING CORNERS OF OPENING TO AVOID OVERCUTTING INOICATES WALL TO BE KEPT EVEN WITH OR FLOW BOTTOM OF GATECORE SLABS AT TIME OF ERECTION. ARCHITECT DATE ❑ 0 ly APPROVER PLEASE VERIFY ENGINEER DATE ❑ ❑ ALL CLOUDED INFORMATION ' #3 r -f-T LONG "M IN COL CONTR.) CONTRACTOR DATE ❑ ❑ (WHERE APPLICABLE -n -ITT' QVM N AT EACH 6AiRAtif Off. ❑ ❑ rt —171 wX *WM DO NOT tK tIP. OAK TOP OF OWNER DATE = -Z RM M CORE TO RACE /3 W 10 GROUT E } I COME 901D AROW F010 ONLY The approver should check completely all y N !lift jam IN COL cam D thmeasion, erection and connection details. a 3 :1 ( 113 1/40t M Approval of these drawings indicates that as I i UGW-1I[ NON-SMJCiIIAM, the drawiap have been checked against y o IV Call. COMM jobsite cotiditim ad have been coordin• � a ;� R i N E. aftd ift tip reoements of other trades. °C bisew r stamps wil wt cormblute ap- �0 ■ `}���- — — — -- — — -! -- Drea ad Wittioa %-' Wt Faceed until th$ bow V � ►t ems- u indi 1ACKSONVILLE. FI csted . I/rzr UK MGM BEARING STRIP FlWl fN GpE A 0W&M BY ERECM 14 {N4L W CS N 1�lFJ{Wp/At 4'-0/ O/C AT COL 1 a I 1 MW 1ji711 -", Iv - A �44V 01, AL I -011MAMNOTE 1 r TOPW WN ON MWM IS SECTION rC' Mam W I* " WBWV lOw"MIUM n"Au"il-ilATIONR—o" . NLj F%oa% .,5UGGESTED DETAIL 93%M. OATE NEB EDUCATION BUILDING FOR FIRST BAPTIST OF ZEPHYRHILLS a MAIIII t M It mm L .i , ►I . i'�. 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