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i <br />6 " GA TE.CORE S CHED ULE 6 " <br />MK UNIT TOTAL LENGTH WIDTH REMARKS WEIGHT <br />01 <br />6GC126X <br />19 <br />25'-3' <br />4'-0' <br />RELEASE 0 45M <br />(2—DEBONl1ED SIRANOS 2'-0■ AT EACH DID) <br />4818 <br />0 <br />02 <br />6GC106X <br />29 <br />25'-3' <br />4'-0' <br />4818 <br />02A I <br />6GC106X <br />1 <br />25'-3' <br />3'-1 <br />SC (IN PLANT) <br />3614 <br />02B I <br />6GC106XT <br />1 <br />25'-3' <br />2'-4' <br />KC <br />2810 <br />03 <br />6GC066X <br />3 <br />6'-7' <br />4'-0' <br />1256 <br />(03)A <br />6GC066X <br />1 <br />6'-7" <br />3'-9' <br />KC <br />1178 <br />04 <br />600046X <br />6 <br />6'-7" <br />4'-0' <br />1178 <br />04A <br />600046X <br />1 <br />6'-7' <br />2'-6' <br />KC <br />785 <br />048 <br />6GCO46X <br />2 <br />6'-7' <br />2'-0' <br />KC <br />589 <br />05 <br />6GCO46X <br />31 <br />8'-6 1/2" <br />4'-0" <br />1630 <br />0 <br />1 <br />05A <br />1 6GC046X <br />1 <br />8'-6 1/2' <br />3'-9' <br />KC <br />1528 <br />TOTAL = <br />95 <br />1 /8"x3" KOROLATH BEARING STRIP FURNISHED BY GATE / SHIPPED LOOSE (510'-O' <br />1 1/ 7' 13 1/2'1 3 1/21 70 13 1/21 7. 13 1/2T3 <br />DESIGN DATA 6" GATECORE <br />STRAND SIZE - 3/8'-25% LL <br />STRAND PULL V4,000 LBS. EACH (1(TERIOR STRANDS) <br />12.000 LEIS (1ST STRAND IN FROM )EYMMY EDGE) <br />CONCRETE WEIGHT - 140 LBS PER CU. FT. 6GC106X <br />CONCRETE STRENGTH - 5OOD IS <br />4'-d" <br />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• <br />■ <br />T- <br />1/4 T T T T T 1 1/4' -.. <br />M7 <br />■ <br />� � /2• R= 1 1/ <br />1 1 7• 3 1/2' 3 1 3 1/2' 3 1/2 3 1/2 3 1/23 1/2 3 <br />DESIGN DATA 6" NCO <br />STRAND SIZE - 3/8'-250k LL IDS <br />STRAND PULLZ;000 ( s-EACH (INTERIOR rRAND N� FROM 1f)E1'IMAY 060GGC126X <br />CONCRETE WWff - 140 1 % PER Cif. FT. <br />CONCRETE STRENGTH - 5(100 PSI <br />h m <br />M <br />31/d 7" 1 1AV <br />BARE UNIT WEDIT <br />EIAK UNIT WEIGHIT - 47.7 P.S.F. <br />RRfASE 0 4500 PSI <br />0 <br />2'-0' AT EACH 00 <br />4.4. <br />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- <br />3 8' <br />1 /4' <br />■ <br />M iD <br />• <br />2 1/4' <br />7' <br />BARE EMIT WEIOHT <br />9ARE LW WEIGHT - 47.7 P.S.F. <br />4'-0' <br />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• <br />3 8' <br />1 1/4" <br />A <br />2 1/4' <br />1'-Y 1 1 /4` <br />DESIGN DATA 6" GATECORE <br />STRWD SIZE - 3/8'-250k LL <br />STRAND PULL14AM LOS, EACH (WIER= STRANDS) <br />12.000 LEIS (CST STRAND IN FROM V MtAY' EDGE) 16=60fl <br />CONCRETE VWff - 140 LEIS PER CU. FT. <br />CONCRETE STRENGTH - WOO IS <br />BARE UNIT WMff <br />9ARE tN+1T WEIGHT - 47.7 P.S.F. <br />4'-0' <br />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- <br />1/-- - i - T —1 - 1 1/4' <br />1 1 <br />9 f <br />1 1 1'-2' V-5 1 <br />DV" DATA 6' GATECOM <br />SWAfO SIZE - 3/8'-25% LL <br />STRAND PEAL 14.OW LOS EACH (NTERIOR SIRII M <br />I�LOS LOS PER . (15F STRAND <br />INFTiI>il 11~E1xEj 6GC <br />CONCRETE MIEIGHNT046X <br />CONCRETE S1RE061H - mm P9 <br />ry `p <br />40.9 <br />BARE UNIT VMIT <br />OW UIQ IBM - 47.7 P.S.F. <br />tw4� 4 • t <br />t' <br />APPROVER PLEASE VERI! <br />ALL CLOUDED INFORMATIc <br />(WHERE APPLICABLE) <br />ARCHITECT <br />❑ ❑ ❑ <br />DATE <br />ENGINEER <br />0 ❑ ❑ <br />DATE <br />CONTRACTOR <br />❑ ❑ <br />DATE <br />OWNER DATE <br />0 ❑ ❑ <br />The approver should check completely an <br />_ <br />dimensions, erection and connection details, <br />- <br />v a <br />Approval of these drawings indicates that <br />o <br />the drawings have been checked against <br />m a <br />jobsite conditions and have been coordin- <br />ated with the requirements of other trades. <br />Disclaimer <br />a <br />scamps ivies rr+t corst!?�?e ap- <br />prmal and prC^J t C^ <br />III rot procEEd witil <br />th? b!Aler D; +++= 60"t has signed as indi- <br />cated ab,D'i <br />� <br />GENERAL NOTB3 <br />(1) <br />-- HOLES ARE BY OTHERS UNLESS ODOM MCA M FED CUT HOLM OM UN <br />TIVSE SH MN, MUST BE APPROM BY f91TE CONCRETE PROD= F <br />(2) <br />VWWA R :- THE .GD CON TRA M S IKL ISM THMT VERTI A MASER'S, 'm Dt1 <br />NOT INTERFERE WITH R OF GAT# OOIiE LIM. <br />(3) <br />NiSERTMif' FpOK`,,. �itS OR OfNER <br />LIFTING �Mm wo THE No WN � <br />(4) <br />MIME AID MB:i`- W CUS o" AM?/OR HIS AMNr SU 8E "ONSI" M ALL <br />; <br />DUMM *0 DETAILS TAK N LAM THE CONT(iAL,`T DIMalIM AND SHm HERON. GATE <br />CO. Tit. NOT K REW045FI E m MIL( CHAIl S *W AFTER AR"iQVAt. <br />Of PM DRAIIIIIIINIM <br />(5) <br />RIV UM- SWIT VER'11ICAL M KIIIENT OF PST CONCRETE ROBE' U IS MMPA70 <br />off CAN BE RW= EIY PROPER 16"Tft GATE CONCRETE PifODUIC!'S M REC010i M A <br />-PHYSICAL SEIWW"OF THE PIASTER PLANES AT THE xruaEcM OF NON-IME4RM W L S <br />AND CE7r.AM <br />(6) <br />CAM- CNW IS AN WOW CMD1TW IN ALL <br />� FIBURRIL 11Emem me <br />THE GE?lERJIL ('�01(1 SS CE FOR <br />(7) <br />CUMM' % ENGTH OF C01011t21ETE (NORIIIA MIEIWQ SMALL BE A i/NN1t1iN OF 5000 PS1 AT <br />28 DAYS 43;%MUS%D=C1ftE 1 <br />TYP� STRUCTUIR& TOPPNG WO SPEECW. SIOLL <br />8E 3000©WXW.. RMIORCED IN ACCORDANCEINTH PLANS t SKM <br />THE "MIESS, OF SUCH TOPPING SWILL BE A M1N1M OF 2 INCHES AT 1iE CEN7IER OF TIE SPM - <br />AND MAY VARY. DUE TO CAW OR. DMEC'TION. FROM THE CENTER TO THIS SUPPORTS AS REOtNRED <br />FOR A LEVEL SI<IRFACE. THE TOPPING POUR NO ALL ifATff&S REQUW FOR SAVE ARE BY OTH ER& <br />(8) <br />CROMIC - ALL JONTS 9ETKEm SIAEIS SHALL BE FULLY PAC= Wf11i STIFF am CONISISTM <br />OF 1 PART PWtAND CEMENT TO 3 HARTS CLEMN SAND. THE GWK DECK MU K ALLOWED <br />TO CUTE OVEIMIGHIT. UNLESS NOTED, KF REM *C ANY LWX SORES. CUTTING ANY HOLES <br />OR APPLYNG ANY FURTHER 0OtISMUC1lON LOAM QVJfW 'QF d Y THE IM MMIY JONTS IS THE <br />RESIRMWILITY OF THE ER IOR. NEW ONAM SPIND IN THE CONTTNIO <br />TOPPING CONCIRM SMALL. NOT BE SUBSTi M FOR GROUT. <br />(9) <br />LBMM:-- PRECJIST CONCRETE UNITS SWILL BE ALIGNED 0 LEVE3,ED Pmm TO Wail" MMM1YS <br />n (10) SIG Sly- STRANDS TO BE ASni--A416. 7 WIRE 3/8' W&JER. G00 i0 <br />6 GC FIIRST TWO DM MOW <br />� � THE tEADL THE Mi�DE�I�6N IK k ((2 SWAM 0 SSM4NNDDS SVOSW M IZOOD LEM) <br />(11) RAW SWAM- A SigOTH. STRAIM K RING SURFACE MUST BE PR041DED By THE GENIE3K <br />CONTRACTOR PRIOR TD ERECTION OF SLABS, <br />(12) TOLERANCES:- WIDTH: LENGTH f 1` <br />FULL WIDTH UNITS ± 1 /4• ft"m t 1 4• <br />SAW CUT UNITS ± 1/2' DEVi WNI FROM / <br />SPLIT UNITS ± 1 1/2' SQUARE ± 1 • <br />CAMBER DEVIATION ± 1/2' <br />(13) DESIGN LOADS:- CLASS ROOMS <br />LIVE LOAD = 40 PSF <br />AD LC -) = 33 PSF (11NCLUDFS 2" !_iG,--i (WF !CH r <br />_ ? NON-STRUC i URt,' <br />�9. <br />It <br />y TOTAL SL = 98PSF NON-S1 ri�i ur<A� i ur JiN�) <br />CORRIDORS <br />UVE LOAD = 80 PSF (2" LIGHTWEIGHT <br />DEAD LOAD = 18 PSF--NON-STRUCTURAL TOPPING) <br />TOTAL SL = 98 PSF <br />(14) TYPICAL. GATECORE LEGEND <br />KC- KNIFECUT (IN PLANT) <br />SC- SAWCUT (IN FIELD) <br />NC- NOTCH CUT (IN FIELD) <br />SKC- SKEWCUT (IN FIELD) <br />PSKC- PLANT SKEWWT _ <br />PRINTED <br />1•01-- 1, - 2002 <br />IACKSONVILLE, Et <br />I <br />Fe <br />- P <br />I <br />a L i'tjc i <br />Am <br />x. <br />NU 9 FLO IN A <br />DATE NEW EDUCATION BUILDING FOR -jipe <br />FIRST BAPTIST OF ZEPHYRHILLS _ . C <br />CHEm LIME <br />- Pf6 C, mmms <br />ONtlNMIN -AM: D007AN & ASSOC., ARCtID'SCt' <br />PCW 7/12/Oc C RTit YcCUUAIGE R SM <br />