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04-178-003'' II I PULL ■ 0b5 (TYP.) (U.ON.) -t J O f 5 T 5 C 1- E D U L. E SHT *1 (2ND FLOOR). . CONC. = 6000 PSI STIRR TYPE MK.# QTY. LENGTH SIZE STRANDS STIRRUPS CROWN DEPTH Mu Vu TU ENC MK M SPECIAL CONDITION SPECIAL MARK QTY. LENGTH TYPE STRAND PATTERN REL, CROa SHORE LOAD S,I,L, SLAB vu SHEAR ONE OTHER OTHER 0-501 1 33' -4' I (K) END END STEEL J400 2 29' -2' 24'J 58H -PL +1"3 2, 4, 6, 12,14 +1"3 *3'X25' -0' MID SPAN 3 500 1 '/2 � wl/ Pt. 11.9 105 5' 263 STD. $NOtGH 4 *6' +1"5 *2'X20' -0' 4 *2' MID SPAN OR TYPE 11 J401 3 28 -11 555 161 T MAX. SB -6 4; D•-503 1 32' -4' +15 *2'X30' -0' 1 MID SPAN (13) "5 *6', (4) "5 *10' SAL "3010' O/G Ti' 412 SF. STD. SIM WELD I>? SEE DETAIL TOP OF SLAE3 J402 a 29' -2' 1 22' -10' MIN, Two r=AR5 THRU STIRRUPS 4 *61 402' (10) "5 *6', (5) 05010', MAL °3 *10' O/C 1 /2, 238 126 SIDE VIEW SB -8 I1 D -505 1 14'_6. STD. 8142'X9' B. NOTCH j (5) 05 *8', (3) *5410' ! 1 5 , " 2. J403 1 28' -�• � 171 103 /2 55 -9 i 4 w . w .. 4 SF. SF. WELD 1'E DETAIL IN SO11T BEAM J404 4 34' -0' S8} -I -PL + 2 " i 2, 4, 6, 12, 14 +201 *3'X30' -0' 3/4' O M -200 1 30' -10' 24'X61/2' 604' +208 *2" MID 6 *2' X30' -0" SPAN (13) "5 *6' (3 )05 *12 ", f3AL "4 *16' 0IC ' yi4' 34.2 STD. 2'X9" B. NOTCH - 55 -10 J405 S 34' -0" 1 25' -6' ! ! ! (8) "5 *8', (3 )05412', MAL!'4 *16" 0/G lie' 1121 163 - SB -11 ! STD., STD. 1 32' -2' J406 1 19 -11 S8H -PL +n 2, 4, 6, 12,14 +1"3 *3'X19' -0' MID SPAN 3,500 lie' 2 4t 9.4 58 -12 3,100 263 NOTC 13 ?NOTCH I 25' -6' J401 4 38' -3' +201 +201 *31X30' -0' ! 1ii' * WPS 11.9 - 65-3 3500 34.2 8 2"X9" 2" OT 1 22' -10' 402 J408 1 29' -0' 58H -PL +103 2, 4, 6, 12,14 +1"3 *3'X25' -0' MID SPAN 3,500 lie" 191 - 513 -4 j lO M -205 263 561 /2'xv . NOTCH SF. I ! (6) 05 *10',BAL *4 *16' O.G. 1/4' J409 283 138 95-5 StD. SF. J410 1 39' -0' +201 +2" I *3'X30' -0" Ts' 342 STD. 82'X9' B. NOTCH J411 1 32' -6' STD. J412 "Ns' STD. Si2'X9" B. NOTCH J413 I 34' -0' 58H -PL + 2 " 7 2, 4, 6, 12, 14 +201 *3'X30' -0" MID SPAN 3,500 3 %' 01/3PT. 34.2 5. 2NOTCH53 NOTCH J414 1 34' -0" 3500 STD. 1~3. NOTCH J415 I 33' -9' , STD. S.F. 410(A) 1 32' -6" 58H -PL +201 2, 4, 6, 12, 14 +1M3 *3'X30' -0' MID SPAN 3500 1fi" *1/ UJPS PT. 11.9 34,2 STD. NOTCH FRODUCTION NOTE 1 STEEL SHIM REOT) 41 TOTAL. S O F F I T 5E AM S C H E D UL E.a' I--IT *I (2ND FLOOD FULL = .60 TYr. (U.O.N.) (REL 3,500 TYr. U.O.N.) REL• STIRR TYPE MK.# QTY. LENGTH SIZE STRANDS STIRRUPS CROWN DEPTH Mu Vu TU ENC MK M OTHER 11 D -500 I 33' -4' 16'X`/2' 506' +30B *3V2'x3 '5' -0' 5 *y MID SPAN (16)0506' (5)05 010", MAL. 04010' O.C. 11i4 36 1,045 114 T MAX. 88 -1 INSERT REQ'D 0-501 1 33' -4' I 1048 114 j 3,_6_--o -SIB-2 INSERT jzEQ D 3, 500 SPECIAL PICK- UP PTS. D -502 1 26' -0' 4 *6' +1"5 *2'X20' -0' 4 *2' MID SPAN (13) "545', (14)'5 *9', BAL "3010' O/C wi.' 555 161 T MAX. SB -6 4; D•-503 1 32' -4' +15 *2'X30' -0' 1 MID SPAN (13) "5 *6', (4) "5 *10' SAL "3010' O/G Ti' 412 10b SIM WELD I>? SEE DETAIL TOP OF SLAE3 J TOP OF SLAB D -504 1 22' -10' MIN, Two r=AR5 THRU STIRRUPS 4 *61 402' (10) "5 *6', (5) 05010', MAL °3 *10' O/C 1 /2, 238 126 SIDE VIEW SB -8 I1 D -505 1 14'_6. THRU STIRRUPS NOT TO 5CALt' j (5) 05 *8', (3) *5410' ! 1 5 , " 2. 13" 1/4' �, � 171 103 /2 55 -9 i 4 w . w .. 4 WELD 1'E DETAIL IN SO11T BEAM 3,100 O M -200 1 30' -10' 24'X61/2' 604' +208 *2" MID 6 *2' X30' -0" SPAN (13) "5 *6' (3 )05 *12 ", f3AL "4 *16' 0IC ' yi4' 36' 1065 222 - 55 -10 M -201 1 25' -6' +208 *2' X20' »0, (8) "5 *8', (3 )05412', MAL!'4 *16" 0/G lie' 1121 163 - SB -11 T� M -202 1 32' -2' +2.6 *2' X30' -0' (13) "50b', (4 )05 *10' 344• 1126 230 58 -12 3,100 j M -203 I 25' -6' +20802, X20' -0" (13) "505", (1)0508' 'r2' 1026 244 - 65-3 3500 M -204 1 22' -10' 402 (10) *5 *61, (5 )05 *12" 34' 232 191 - 513 -4 j lO M -205 1 14' -6' ! (6) 05 *10',BAL *4 *16' O.G. 1/4' 283 138 95-5 r r EQUAL EQUAL EQUAL -0 " -TO 2' -0" (2) WPS Q 1/3 2 O" M -200, M -202 3,_6_--o SPECIAL PICK- UP PTS. TO P VIEW LOCATION 4; -503 TOP OF SLAE3 J TOP OF SLAB _ MIN, Two r=AR5 THRU STIRRUPS _ MIN. TLUO BARS SIDE VIEW w M THRU STIRRUPS NOT TO 5CALt' p 5 , " 2. 13" 5 , �, � /2 4 w . w .. 4 WELD 1'E DETAIL IN SO11T BEAM 24' 16" T� r r EQUAL EQUAL EQUAL -0 " -TO 2' -0" (2) WPS Q 1/3 2 O" r r