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HomeMy WebLinkAboutS113G - THIRD LEVEL PARKING REINFORCING PLANGA GB GC G1 G1 G4 G5 G8 G8 GE G3 G7.5 GH GJ GG G7G2 GF 6"22'-4 7/8"3'-1 1/8"23'-11 1/2"60'-0"17'-8 1/4"13'-8"18'-6"8 1/2"9'-5 1/4"G6G2.3 G6.7 15 KLF1.25 1.251.251.251.251.251.25 3.75 3.75 3.75 3.75 3.75 3.75 10"6 EQ SPA 4'-8"4'-8"5 EQ SPA 4'-8"4'-8"5 EQ SPA 4'-8"4'-8"5 EQ SPA 4'-8"4'-8"5 EQ SPA 4'-8"4'-8"5 EQ SPA 4'-8"4'-8"6 EQ SPA 10" 1 2 3 2 3 2 3 2 3 2 3 2 3 1 2 1.25 2 3.753.75 1.25 TEMPERATURE TENDONS, PLACE AT MID-DEPTH OF SLAB, TYPICAL 8 3 3 1 83 4 83 4 EXTEND TOP BARS 4'-0" PAST OPENING IN SLAB 1.25 2 1 MIN (2) DISTRIBUTED TENDONS (RUNNING E-W) 6" OFF SLAB EDGE NORTH OF OPENING 1.25 8 1 1 4 1 1 4 1 4 2 38 MIN (2) DISTRIBUTED TENDONS (RUNNING E-W) 6" OFF SLAB EDGE NORTH OF OPENING 1.25 3.753.75 1.25 1.25 3.75 EXTEND TOP BARS 4'-0" PAST OPENING IN SLAB 3.75 G.9A G1.5 G7.6 GA.9 GI G7.9G1.1 7 TYP ALONG SLAB EDGE 54k 54k 54k 54k (2) ADD'L TENDONS IN SLAB AT BUMPER WALL (CGS = 3"), TYP 4'-8"7 EQA SPA 4'-8"4'-8"7 EQA SPA 4'-8"4'-8"7 EQA SPA 4'-8" 7 8 3 3 8 8 17 1 DRAPE (2) TEMPERATURE TENDONS INTO BEAM MIDDEPTH DRAPE (2) DISTRIBUTED TENDONS INTO BEAM MIDDEPTH 19 KLF 8 11 11 8 1.75 1.75 19 KLF EXTEND TOP BARS 4'-0" PAST OPENING IN SLAB DRAPE (2) TEMPERATURE TENDONS INTO BEAM MIDDEPTH DRAPE (2) DISTRIBUTED TENDONS INTO BEAM MIDDEPTH 3"18'-11 3/8"8'-5 1/8"15'-4"23'-0"23'-0"23'-0"15'-4"8'-2 3/8"9'-2 3/8"9'-10 5/8"3" 9'-9 5/8"9'-11 63/256" 6 S353 ● 1.25 ADD'L 6.5 KLF ADD'L 6.5 KLF 1.25 (2) #5 X 5' -0" DIAGONAL MIDDEPTH (2) #5 X 5' -0" DIAGONAL MIDDEPTH LEGEND INDICATES CGS OF TENDON GROUP FROM BOTTOM OF SLAB CGS = 3.75" AT INTERIOR SUPPORTS UNO. CGS = 3" AT PERIMETER SUPORTS UNO. CGS = 1.25" AT MID-SPAN UNO. INDICATES SLAB REINFORCEMENT MARK. SEE MILD STEEL REINFORCEMENT SCHEDULE ON THIS DRAWING. INDICATES FINAL EFFECTIVE POST-TENSION FORCE REQUIRED PER LINEAL FOOT OF SLAB INDICATES EFFECTIVE POST-TENSION FORCE REQUIRED AT LOCATION SHOWN. X 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 S350 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. DRAPE 2 TENDONS TO MID-DEPTH OF BEAM UNO 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. 10. COORDINATE PT ANCHOR HEADS WITH PRECAST LATERAL SUPPORT EMBEDS #5 AT 8" (T)6'-0" #4 AT 12" x 15'-0" (B) #4 AT 12" x 15'-0" (T) REINFORCING SCHEDULE NOTES: 1. TYPICAL CLEAR COVER FOR ALL TOP BARS SHALL BE 2" UNO. 2. TYPICAL CLEAR COVER FOR ALL BOTTOM BARS SHALL BE 1" UNO. 3. SEE REINFORCING STEEL NOTES ON S002 FOR EPOXY COATED REINFORCING STEEL REQUIREMENTS. 4. EVERY FOURTH BOTTOM BAR SHALL BE LENGTHENED TO EXTEND 6" INTO SUPPORT AT EACH LEVEL. 1 2 3 4 5 6 #4 AT 12" (T)6'-0" #4 AT 12" x 10'-0" (B) #4 AT 6" (T)10'-0" 7 (4) - #4 CONT (T) 8 #5 AT 8" (T)3'-6" 9 #4 AT 8" x 20'-0" (B) 10 #4 AT 8" x 15'-0" (T) 11 (4) - #4 CONT (T&B) 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 2:19:19 PMS113G THIRD LEVEL PARKING REINFORCING PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONNORTHSCALE: 3/32" = 1'-0" THIRD LEVEL PARKING REINFORCING PLAN Revision ID Transmittal Set Date Transmittal Set Name