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S112PT - SECOND LEVEL PODIUM PT REINFORCING PLAN
12 12 5 5 4 421 3 3 B.2 C.3 D D.5 E F F H K L J M M 6 7 8 9 10 11 14 14 N 16 16 15 15 L.5 L.1 J.1 17 17 D.8 D.3 C D.1 B A 0.8A A.3 D.2 13 13 4.6 13.8 D.7 13.9 E.6 3 1.25 12.75 1.25 1.25 10.75 1.25 10.75 1.25 10.75 6 10.75 1.25 10.75 6 10.75 1.25 6 1.25 6 10.75 1.25 10.75 1.25 10.75 1.25 1.25 10.75 1.25 10.75 1.25 10.75 1.25 10.75 1.25 10.75 1.25 3 2'-9 1/2"6'-3"11'-9"27'-4 1/2"24'-0 1/2"26'-8"21'-6 1/4"26'-8"21'-6 1/4"26'-8"20'-9 1/2"22'-0 1/4"14'-0 3/4"7"21'-9"10'-7"5'-7 1/2"2'-5 1/2"8'-0"13'-8"22'-4 1/2"22'-9"22'-4"35'-3"22'-4"22'-9"22'-4 1/2"13'-8"8'-0"2'-6"6"22'-0 1/4"12'-7 3/4"2'-0"21'-9"10'-7"5'-7 1/2"20'-11 1/2"15'-1"22'-8"18'-10"10'-10"12'-8"9'-8 1/4"6'-4 3/4"14'-9 1/2"7'-3"10'-5"12'-4"22'-0"1'-2 3/4"6"11'-9"17'-4 1/2"10'-0" 1.25 35 KLF 35 KLF 1.25106 6 10 1.25 5" CGS IN 10" SLAB 5" CGS IN 10" SLAB 5" CGS IN 10" SLAB 5" CGS IN 10" SLAB 5" CGS IN 10" SLAB 45 KLF 1.25 45 KLF 1.25 12.75 7 35 KLF1.2512.757 12.75 24 KLF 10.75 10.75 10.751.25 1.25 1.25 1.25 1.25 3 6 6 6 10.75 10.75 10.751.25 1.25 12.7512.75 1.251.25 7 10.75 1.25 10.75 1.25 10.75 1.25 3 40 KLF 10.75 10.75 10.751.25 1.2512.75 1.251.257 297K 54K 6.75 1.25 6.75 1.25 1.25 3 40 KLF 1.25 1.25 6.7512.75 1.251.25 7 10.75 6.75 6.75 6.75 6.75 6.75 1.25 1.25 4" CGS IN 8" SLAB 4" CGS IN 8" SLAB 116 111.25 7 6 4" CGS IN 10" SLAB4'-6"5 SPA AT 2'-9"= 13'-9"4'-6"4'-6"5 EQ SPA= 12'-10"5'-0"5'-0"11 EQ SPA = 25'-3"5'-0"5'-0"5 EQ SPA= 12'-10"4'-6"4'-6"5 SPA AT 2'-9"= 13'-9"4'-6"4'-6"5 EQ SPA= 13'-4 1/2"4'-6"2'-0"12 EQ SPA = 31'-3"2'-0"4" CGS IN 8" SLAB FOR TEMPERATURE TENDONS 4'-6"5 EQ SPA = 14'-2"3'-0"4" CGS IN 8" SLAB FOR TEMPERATURE TENDONS 116 111.25 7 2'-2"3 EQ SPA= 8'-7"(2) -TEMPERATURE TENDONS AS INDICATED ON PLAN LOCATED AT MID- DEPTH OF SLAB (TYP) (2) -TEMPERATURE TENDONS AS INDICATED ON PLAN LOCATED AT MID- DEPTH OF SLAB (TYP) (2) -TEMPERATURE TENDONS AS INDICATED ON PLAN LOCATED AT MID- DEPTH OF SLAB (TYP)2'-2"3 EQ SPA= 8'-7"(2) -TEMPERATURE TENDONS AS INDICATED ON PLAN LOCATED AT MID- DEPTH OF SLAB (TYP)28 KLF4" CGS (TOP SLAB)35 KLF1.25 35 KLF40 KLF4" CGS (TOP SLAB) 4" CGS (TOP SLAB) 4" CGS (TOP SLAB) 4" CGS (TOP SLAB)35 KLF1.25 6.75 1.25 1.25 28 KLF216K TO BEAM 297K TO BEAM 10.75 10.7510.7510.7510.75 4'-6"4'-6"35 KLF 35 KLF 4'-4"5'-0"4'-6"7 EQ SPA = 17'-8"4'-6"4'-6" = 12'-6 1/4" 5 EQ SPA4'-6"4'-6"7 EQ SPA = 17'-8"4'-6"4'-6"7 EQ SPA = 17'-8"4'-6"4'-6" = 12'-6 1/4" 5 EQ SPA 4'-6"4'-6" = 15'-0 1/2" 6 EQ SPA 4'-6"4'-6"9 EQ SPA = 18'-4 1/2"4'-6" 5" CGS IN 10" SLAB54 KLF54 KLF12.75 756 K378 K12.75 12.75 12.75 8.75 12.75 4 1.25 8 4 1.25 1.25 378 K279 KMID-DEPTH 8.75 1.25 8.75 4 1.25 8.75 8.75 4 4 SEE PTB SCHEDULE FOR DRAPE & REINFORCING12.75 SEE PTB SCHEDULE FOR DRAPE & REINFORCING6 300 K756 KSEE PTB SCHEDULE FOR DRAPE & REINFORCING325 K216 KS4 S1 S4 S1 S1 S1 S1 S1 S2S1 S2 S2 S3 S3 S3 S3 S4 S4 S4 S2 S4 S4S4 S2 (2) -TEMPERATURE TENDONS AS INDICATED ON PLAN LOCATED AT MID- DEPTH OF SLAB (TYP)54 K1.25 TERMINATE 10 TEMP TENDONS HERE (2 BUNDLES ON LEFT, 3 BUNDLES ON RIGHT) TERMINATE THE REMAINING TEMP TENDONS HERE 6.75 1.25 A.1 LEGEND INDICATES CGS OF TENDON GROUP FROM BOTTOM OF SLAB 12" SLAB CGS = 10.75" AT INTERIOR SUPPORTS UNO. CGS = 6" AT PERIMETER SUPORTS UNO. CGS = 1.25" AT MID-SPAN UNO. 14" SLAB CGS = 12.75" AT INTERIOR SUPPORTS UNO. CGS = 7" AT PERIMETER SUPORTS UNO. CGS = 1.25" AT MID-SPAN UNO. INDICATES FINAL EFFECTIVE POST-TENSION FORCE REQUIRED PER LINEAL FOOT OF SLAB INDICATES EFFECTIVE POST-TENSION FORCE REQUIRED AT LOCATION SHOWN. INDICATES STUD RAIL REINFORCEMENT. SEE DRAWING S352 FOR STUD RAIL SCHEDULE AND DETAILS. Fe=X/LF Fe=XK CONCRETE SLAB REINFORCING PLAN NOTES: 1. SEE S000 SERIES DRAWINGS FOR GENERAL NOTES, DESIGN CRITERIA, FLOOR LOAD CAPACITIES AND CONCRETE SCHEDULE. 2. THIS DRAWING SHOWS SLAB REINFORCING ONLY. FOR ALL OTHER INFORMATION, SEE FRAMING PLANS ON S100 SERIES DRAWINGS. 3. SEE S360 SERIES DRAWINGS FOR POST-TENSIONED SLAB REINFORCING REQUIREMENTS AND POST-TENSIONED LAYOUT DETAILS. 4. SEE DRAWING S350 SERIES DRAWINGS FOR BEAM DETAILS AND BEAM SCHEDULE. 5. SLAB REINFORCEMENT SHOWN ON PLAN IS IN ADDITION TO REINFORCEMENT SHOWN IN BEAM AND SLAB TYPICAL DETAILS. 6. POST-TENSION CONTRACTOR SHALL COORDINATE WITH CONCRETE CONTRACTOR FOR LOCATION OF REQUIRED CONSTRUCTION JOINTS AND FINAL LOCATION OF DEAD END AND INTERMEDIATE STRESSING ENDS. 7. TEMPERATURE TENDONS SHALL HAVE Fe=27K MINIMUM TYPICAL. TEMPERATURE TENDONS SHALL HAVE C.G.S. NOMINALLY AT SLAB MID-DEPTH. 8. DRILLED-IN ANCHORS INSTALLED IN POST-TENSIONED SLABS SHALL HAVE 1" MAXIMUM PENETRATION. PENETRATIONS GREATER THAN 1" ARE ALLOWED WHERE POST-TENSION/REBAR HAVE BEEN LOCATED WITH AN R-METER BY CONTRACTOR AND ARE AVOIDED. 9. NO CORE DRILLING OR SAW CUTTING OF THE SLAB IS ALLOWED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. REBAR LOCATION TO BE VERIFIED BY CONTRACTOR BY USING AN R- METER PRIOR TO ANY APPROVED DRILLING OR CUTTING. SX THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:19:15 PMS112PT SECOND LEVEL PODIUM PT REINFORCING PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 3/32" = 1'-0" SECOND LEVEL PODIUM PT REINFORCING PLAN NORTHRevision ID Transmittal Set Date Transmittal Set Name