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HomeMy WebLinkAboutS112M - SECOND LEVEL PODIUM MILD REINFORCING PLAN11-#515-#5 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 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"1'-9"12'-3 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"(5)-#5 T & B(5)-#5 T & B(3)-#5 T & B(3)-#5 T & B(3) -#7 T & B (3) -#7 T & B 10'-0" (2) -#7 T & B (5) -#7 T & B 10'-0"(3) -#5 T & B(3) -#8 T & B(3) -#5 T & B(3) -#5 T & B(5)-#5 T & B4" CGS IN 10" SLAB10-#510-#5 10-#5 10-#510-#5 S14-1 S14-1 1 1 15-#5 11-#511-#515-#5 15-#5 11-#515-#5 11-#515-#511-#515-#5 11-#5EXTEND REINFORCING 6" INTO SUPPORT 12-#5 15-#5 10-#510-#5 10-#510-#5 5'-0"5'-0" 12-#5 5'-0"5'-0"10-#510-#5 10-#510-#5S14-2 S14-1 S12-2 S12-3 S12-3 S12-3 S12-2S12-3 S12-3 1 1 1 1 1 1 T & BT & B 1 EXTEND REINFORCING 6" INTO SUPPORT 1 T & B5'-0"EXTEND TYPICAL N-S REINFORCING 5'-0" PAST GRID LINE 5'-0" EXTEND TYPICAL N-S REINFORCING 5'-0" PAST GRID LINE S12-1 S14-1 1 T & B1 10-#510-#5 6-#5 6-#510-#510-#5 1 1 1S12-1S12-1S12-1S12-1S12-1S12-1T & B 1 S12-1S14-2S14-24 TYPICAL AT PERIMETER UNO S14-1 10-#510-#5 6-#5 6-#510-#510-#5 1 T & BT & B 1 1 2 3 2 3 2 1 1 2 3 2 2 3 1 1 10-#510-#5 1 1 44 4 25 13.1 A.1 11111 1 1 1 1 1 1 11 11 11 1 11 1 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (3) - #8x20'-0" WITHIN SLAB DEPTH 1 1 1 1 1 1 1 1 (3) - #5 T&B LEGEND INDICATES SLAB REINFORCEMENT MARK. SEE MILD STEEL REINFORCEMENT SCHEDULE ON THIS DRAWING.X 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. DRAPE 2 TENDONS TO MID-DEPTH OF BEAM UNO 6. SLAB REINFORCEMENT ON COLUMN LINES XX AND XX IS ADDITIONAL AND SHOULD BE PLACED WITHING 3'-0" OF SLAB EDGE. 7. POST-TENSION CONTRACTOR SHALL COORDINATE WITH CONCRETE CONTRACTOR FOR LOCATION OF REQUIRED CONSTRUCTION JOINTS AND FINAL LOCATION OF DEAD END AND INTERMEDIATE STRESSING ENDS. 8. TEMPERATURE TENDONS SHALL HAVE Fe=27K MINIMUM TYPICAL. TEMPERATURE TENDONS SHALL HAVE C.G.S. NOMINALLY AT SLAB MID-DEPTH. 9. 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. 10. 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. #5 AT 8" (T)8'-0" #5 AT 12" x 15'-0" (B) #5 AT 12" x 15'-0" (T) REINFORCING SCHEDULE NOTES: 1. TYPICAL CLEAR COVER FOR ALL TOP BARS SHALL BE 1" UNO. 2. TYPICAL CLEAR COVER FOR ALL BOTTOM BARS SHALL BE 1" UNO. 3. SEE REINFORCING STEEL NOTES ON S003 FOR REINFORCING STEEL REQUIREMENTS. 4. EVERY FOURTH BOTTOM BAR SHALL BE LENGTHENED TO EXTEND 6" INTO SUPPORT AT EACH LEVEL, UNO. 5. LAP ALL CONTINUOUS SLAB REINFORCING AT SPAN THIRD POINTS. 6. SLAB REINFORCING DIRECTION 1 2 3 4 #5 AT 12" (T)5'-0" #5 AT 12" T & B CONTINUOUS SLAB REINFORCING SCHEDULE S12-1 S12-2 S12-3 S14-1 S14-2 #5 AT 6" T & B #5 AT 8" T & B #5 AT 12" B #5 AT 8" T & B SPAN NAME REINFORCING 5 #5 AT 12" x 11'-0" (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 2:19:09 PMS112M SECOND LEVEL PODIUM MILD REINFORCING PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 JDWNOT FORCONSTRUCTIONNORTHSCALE: 3/32" = 1'-0" SECOND LEVEL REINFORCING PLAN Revision ID Transmittal Set Date Transmittal Set Name