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HomeMy WebLinkAboutS602 - Post-Tensioned Slab Schedule and DetailsL1 y L2 END SPAN TYPICAL AT INTERIOR SPANS F� I Fn Fn I Fn POST —TENSIONED SLAB DETAIL NO SCALE ILA /I/IAIT Tnr) 9. nnT D /T TCAIII/lAl DEAD END ANCHOR,/ ; i iz-i n ti601 SECTION K`7� 1 1 /2"=1'-0" 5602 CV LO CV 0 Cal CL 'PORT BARS +SIN +SIN SLAB E^^� TENDON SLAB CONSTRUCTION JOINTS SHALL BE LOCATED NEAR 1/4 SPAN WHERE THE SLAB TENDON C.G. IS AT 1/2 THE SLAB THICKNESS ENCAPSULATION 1/2" MAX. JOINT - SYSTEM WITH BACKER ROD AND SEALANT #4 CONT. TOP & BOTTOM POUR #1 1 /2" 0 x 4'-0" S.S. TYPE 316 6 ®24"o.c. TOP AND BOTTOM ADDITIONAL REINFORCING, 302 - TYPICAL SLAB MILD STEEL SHALL BE CONTINUOUS U THROUGH JOINT � U CONST. JT. POUR #2 SLAB CONSTRUCTION JOINT 1 1 /2"=1'-0" OPENINGS AT P/T ANCHORAGE NO SCALE P/T TENDON STEEL PIPE INSERT (SCHED.40) IS REQUIRED FOR ALL SLAB PENETRATIONS SEE TYPICAL SLAB/WALL OPENING DETAIL FOR ADD'L REINF. STEEL 1JIiI:i1•w, y y y L1 L2 END SPAN TYPICAL AT INTERIOR SPANS EQ. I EQ. EQ. I EQ. POST —TENSIONED SLAB WITH CANTILEVER DETAIL NO SCALE LIV VI"11 JVLI"11IVIV SYSTEM 1 VVI\LI FORMER STRESSING END ANCHOR 1 1 /2"=1 '-0" r/ 1 ICIVUVIV STRESSING TAIL POST -TENSIONED SLAB MILD STEEL REINFORCING SCHEDULE MARK REINFORCING NOTES: 1. TOP STEEL SHALL BE CENTERED OVER SUPPORTS UNLESS NOTED OTHERWISE. 2. BOTTOM STEEL SHALL BE CENTERED AT MIDSPAN UNLESS NOTED OTHERWISE F/ I rNM l IVI\J SHEAR KEY DETAIL 6 1 1 /2"=1'-0" �10 (TYPICAL © P/T SLAB CONSTRUCTION JOINTS) � z H uLu = o Z"� 2 M N m LO Lo co co Z Wo 0 r 0) LO �m L Zw � W� w lzt > Q W oQ Wo LiQLL1z 0) H z z a6 LL w = aIn J T //\ U �LL� CERTIFIED BY \oo°� C . &STERF � *� No. 10201124 STATE A11 • AL' v O U O v U) r_ \�o O U b 4 1 y S Lc Ln �N M LL 01\ ; M � z J° > W JZ fox ,%oN LO h a, A W �'E a �v � as 70 a a �wbb� SYM. REVISION I DATE A ISSUE FOR PERMIT 10/25/21 rn J J �w p p wp zz O Q Cf) w w � p �w W O U w co CHECKED BY AC K DRAWN BY SLH SCALE AS NOTED DATE SHEET NO. S602