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HomeMy WebLinkAboutS603 - Post-Tensioned Slab Schedule and DetailsSPAN L1 2"CLR 0.375 L1 (TYP.) 0.1 L1 STD. 90' HOOK (TYP.) o' I.P. w a m 0.375 L 1 0.1 L1 I.P. I ! I I 1 C) 2» �TENDON miFIRST STIRRUP C.G. (TYP. @ EA. END) 0.25 Li 0.50 L 1 0.25 L 1 POST -TENSIONED BEAM TYPE 1 NOT TO SCALE 2"CLR 0.375 L1 �70.1 L1 (TYP j0' HOOK I I� a w o I i m a l' FIRST STIRRUP - (TYP. @ EA. END) SPAN L1 0.375 L 1 0.1 L1 f-TENDON C.G. POST -TENSIONED BEAM TYPE 3 NOT TO SCALE 2"CLR (TYP.) STD. 90' HOOK (TYP.) w 0 � Q m N Lc) N 0 rrj 0 cn 0 U O L(i M N 6 FIRST STIRRUP- (TYP. @ EA. END) 2"CLR 0.375 L1 (TYP.) 0.1 L1 STD. 90' HOOK-\ (TYP.) Ld w a I.P. m SPAN L1 SPAN L2 0.375 MAX. SPAN 0.375 MAX. SPAN L1 OR L2 L1 OR L2 0.1 L1 jO. 1 L2 ml i 2„ FIRST STIRRUP TENDON C.G. (TYP. @ EA. END) POST -TENSIONED BEAM TYPE 2 NOT TO SCALE y y y y SPAN L1 , SPAN L2 , SPAN L3 0.375 L1 0.375 MAX. SPAN 0.375 MAX. SPAN 0.375 MAX. SPAN 0.375 MAX. SPAN 0.375 L3 POST -TENSIONED BEAM TYPE 4 NOT TO SCALE / -)(- 7/i-1 * = 6 x STIRRUP BAR DIAMETER OR 3", WHICHEVER IS GREATER TYPICAL STIRRUP DETAILS NOT TO SCALE 0.375 L2 0.1 L2 POST -TENSIONED BEAM LAP SPLICES TOP BARS TOP LAP BOTTOM BARS BOTTOM LAP #5 4'-0„ #5 2'-4„ #6 4'-9» #6 2'-9» #7 7'-0„ #7 4'-1„ #8 8'-0" #8 4'-7" #9 9'-01, #9 5'-3» #10 10'-0" #10 5'-10» #11 11'-0" #11 6'-6" NOTE: TOP REINFORCING BARS SHALL BE EPDXY COATED a POST -TENSIONED BEAM SCHEDULE BEAM BEAM SIZE PST TENDON LOCATION REINFORCING STIRRUPS REFERENCE WIDTH DEPTH MARK TYPE FORCE SECTIONS A B C BOT. TOP ARRANGEMENT SIZE SPACING IN. IN. B 1 1 14 36 29) 27.0 2.50 27.0 1 /S604 B2A 2 14 18 �15 13.5 5.00 14.5 1/S604 13213 2 14 18 265 13.5 5.00 14.5 1 /S604 B3 1 14 36 480 29.0 2.75 29.0 1 /S604 B4 1 14 36 45529.0 2.75 29.0 1/S604 B5 1 14 36 45529.0 2.75 29.0 1/S604 B6 1 14 36 455 29.0 2.75 28.0 RUN 7 TENDONS CONTNUOUS THROUGH COLUMN AT 1-2 1/S604 B7 1 14 36 480 28.0 2.75 29.0 RUN 7 TENDONS CONTNUOUS THROUGH COLUMN AT 1-2 1/S604 B 1 1 A 2 14 36 1 5 29.0 2.75 32.5 1 /S604 B 11 B 2 14 36 1 5 29.0 2.75 32.5 1 /S604 B 12A 2 14 36 1 5 29.0 2.75 32.5 1 /S604 B 12 B 2 14 36 455 29.0 2.75 32.5 1 /S604 B 13A 2 14 36 1 5 29.0 2.75 32.5 1 /S604 B 13B 2 14 36 1 5 28.0 2.75 32.5 1 /S604 B 14A 2 14 36 1 0 29.0 2.75 32.5 1 /S604 B 14B 2 24 36 615 29.0 2.75 32.5 3/S604 B 15A 2 15 43 � 190 19.0 2.50 39.5 4/S604 B15B 2 15 43 1 19.0 14.0 39.5 4/S604 B20 3 30 36 855 26.0 4.00 26.0 2/S604 B21 3 30 36 960 26.0 4.00 26.0 2/S604 B22 3 24 36 320 25.0 4.00 18.0 3/S604 B23 3 24 36 480 25.0 4.00 25.0 3/S604 631 1 14 38 505 31.0 2.75 31.0 1 /S604 632 1 14 38 1 0 31.0 2.75 31.0 1 /S604 633 1 14 38 1 0 31.0 2.75 31.0 1 /S604 B34 1 14 38 560 31.0 2.75 31.0 1 /S604 635 1 14 38 505 31.0 2.75 31.0 1 /S604 636 1 14 38 480 31.0 2.75 30.0 RUN 7 TENDONS CONTNUOUS THROUGH COLUMN AT 1-2 1/S604 B37 1 14 38 480 30.0 2.75 31.0 RUN 7 TENDONS CONTNUOUS THROUGH COLUMN AT 1-2 1/S604 B38 1 14 38 480 31.0 2.75 31.0 1 /S604 B41 A 2 14 38 1 5 31.0 2.75 34.5 1 /S604 B41 B 2 14 38 505 31.0 2.75 34.5 1 /S604 B42A 2 14 38 505 31.0 2.75 34.5 1 /S604 B42B 2 14 38 505 31.0 2.75 34.5 1/S604 B43A 2 14 38 535 31.0 3.00 34.5 1 /S604 B43B 2 14 38 45531.0 2.75 34.5 1/S604 B44A 2 14 38 400 31.0 2.75 34.5 1 /S604 B44B 2 24 38 615 31.0 2.75 34.5 3/S604 B45A 2 15 52 0 30.0 2.75 34.5 4/S604 B45B 2 15 52 0 31.0 2.75 34.5 4/S604 B47 1 15 52 29) 24.0 2.50 24.0 4/S604 B50 3 30 36 960 28.0 4.00 28.0 2/S604 B51 3 30 36 1120 (42) 28.0 4.00 28.0 2/S604 B52 3 24 36 345 26.0 4.00 19.0 3/S604 B53 3 24 36 480 26.0 4.00 26.0 3/S604 B61 1 14 18 60 11.0 6.00 11.0 1 /S604 B62 1 14 18 60 11.0 6.00 11.0 1 /S604 B63A 4 14 18 14) 12.0 6.00 14.5 1 /S604 B63B 4 14 18 14) - - - 6.00 14.5 1 /S604 B63C 4 14 18 14) 12.0 6.00 14.5 1 /S604 * PT FORCE, Fe - KIPS (MINIMUM TENDONS PER GENERAL NOTES) W� z v� � CD �CD N LO �Z CO CD co Wo 0 } T - zt Lu Z W LLi Q W o Q WoQ 0 Q= 0)~ z Z W Y o= Lo = QU LL a� LL m CERTIFIED BY rw • 1 C O C O C� 3 CO) C O U 4, _ �7 oLn� Lr) Q �07 '4LL c+)��M z J° > We JN z 3� SYM. REVISION I DATE A ISSUE FOR PERMIT 10/25/21 m J U) LJ 00 W IC) zz O Q U) W W � Q W U I w U -1O cl- U) CHECKED BY ACK DRAWN BY SLH SCALE AS NOTED DATE SHEET NO. S603