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HomeMy WebLinkAboutS360 - TYPICAL CONCRETE PARKING STRUCTURE DETAILSSTRESSING FORCE 5 KIPS/CABLE 1/2" DIAMETER BARRIER CABLE (EPOXY COATED), SEE SECTION 003365, POST-TENSIONED CONCRETE, PARAGRAPH 2.9 OF THE PROJECT MANUAL (2) -#4 BARS (CONT.) PLASTIC POCKET FORMER CORROSION PROTECTION SLEEVE PROVIDING A COMPLETE WATER-TIGHT ENCAPSULATION OF THE PRESTRESSING STEEL; SEE SECTI0N 033650 STRAND ANCHOR FACE OF COLUMN 1/2" Ø BARRIER CABLE (EPOXY COATED), SEE SECTION 03365, POST-TENSIONED CONCRETE, PARAGRAPH 2.9 OF THE PROJECT MANUAL "GRABB-IT" CABLE ANCHORS, SEE NOTE 2 FACE OF COLUMN CABLE INSTALLED 1" MAX AFTER BARRIER ELECTRO- GALVANIZED THREADED INSERT STRESSING FORCE 2 KIPS/CABLE NOTES: 1. ANCHORAGE SYSTEM SHALL BE CAMPATIBLE WITH THE BARRIER CABLE SUPPLIED. 2. BARRIER CABLE AND "GRABB-IT" CABLE ANCHOR SHALL BE ASSEMBLED WITH WEDGES FULLY SEATED PRIOR TO INSTALLATION INTO CONCRETE. THIS WILL PREVENT EXCESSIVE LATERAL FORCES FROM THE TENSIONING PROCEDURE TO BE EXERTED ON THE COLUMNS #5 AT 8" 8" CMU WALL (4) -#4 TOP AND BOTT (6" SPACING)3'-6"SLAB PER PLAN NOTE: FOR ADDITIONAL INFORMATION SEE 10/S400 PLANSEE1" CLR2 1/2" CLR3'-0"2"#5 AT 8" 3'-6" (5) - #4 #5 AT 8"CONCRETE BUMPER WALL NOTES: 1. TERMINATE WALLS 1" FROM FACE OF COLUMNS. 2. SEE S110 SERIES DRAWINGS FOR SLAB REINFORCEMENT. 3. PROVIDE VERTICAL WALL CONTROL JOINT AT MIDSPAN OF EACH WALL. 8"3'-6"2"PLANSEECONCRETE COLUMN BEYOND 3/4" ROUND DRIP BEAD 3/4" CHAMFER, TYP CLR 1 1/2" (4) -#4 TOP AND BOTT (6" SPACING) #5 AT 8" 3'-6"CLR2 1/2"1" CLRCONCRETE COLUMN BEYOND (5) -#4 #5 AT 8" CONCRETE BUMPER WALL NOTES: 1. TERMINATE WALLS 1" FROM FACE OF COLUMNS. 2. SEE S110 SERIES DRAWINGS FOR SLAB REINFORCEMENT. 3. (11) -1/2" Ø BARRIER CABLES THRU SLEEVES IN COLUMNS. SEE DETAIL 1/S360 FOR BARRIER CABLE ANCHOR DETAIL 3/4" CHAMFER, TYP TYP 8" 1 1/2" CLR (4) -#4 TOP AND BOTT (6" SPACING) #5 AT 8" 3'-6"CLR2 1/2"PLANSEE3'-6"2"3'-0"10 SPA AT 4" = 3'-4"2"2"SEEPLAN8"2'-4" SEE NOTE 3 #5 AT 8" 3'-6"2 1/2" CLR(4) -#4 8" RAMP SLAB SEE PLAN2"PLANSEECONCRETE BUMPER WALL BEAM PER PLAN 8" (4) -#4 TOP AND BOTT (6" SPACING) #5 AT 9" (5) -#4 #5 AT 9" 3'-6"CLR2 1/2"SEE PLAN 3/4" CHAMFER, TYPICAL 1 1/2" CLR 1" CLR3/4" ROUND DRIP BEAD10 SPA AT 4" = 3'-4"2"2"PLANSEECONCRETE COLUMN BEYOND 3/4" ROUND DRIP BEAD (4) -#4 TOP #5 AT 9" 3'-6"CLR2 1/2"NOTES: 1. SEE S110 SERIES DRAWINGS FOR SLAB REINFORCEMENT. 2. (11) -1/2" Ø GUARD RAIL CABLES THRU SLEEVES IN COLUMNS. SEE DETAIL 1/S360 FOR GUARD RAIL CABLE ANCHOR DETAIL. SEE NOTE 2 8"2'-10"2"PLANSEEPER PLAN BEAM WIDTH 3'-0" UPTURNED BEAM PT SLAB PER PLAN, SEE NOTE 3 4 1/2" MIN (UNO)TOP BARS PER SCHEDULE BEAM DEPTHBOTTOM BARS PER SCHEDULE 5" HOLD PROVIDE TYPE 2U STIRRUPS (2'-0" LAP) (6) -#5 SIDE BARS EACH FACE (LAP 2'-0" AT MID-SPAN) PT TENSION BUNDLES: (6) TENDONS PER BUNDLE MAX CLR1 1/2"NOTES: 1. THIS SECTION OCCURS AT UPTURNED BEAMS. PLACE NOMOLITHICALLY WITH SLAB. CONSTRUCTION JOINT NOT PERMITTED IN BEAM DEPTH. 2. SEE BEAM SCHEDULE FOR BEAM SIZE AND REINFORCING. 3. ADJUST TENDON PROFILE OF SLAB TENDONS AS REQUIRED TO OCCUR ABOVE BEAM BOTTOM BARS. C.G.S. = 4" MIN.CENTROID OF PT2'-10"2"PLANSEEPER PLAN BEAM WIDTH 3'-0" UPTURNED BEAM PT SLAB PER PLAN 8" CMU INFILL 8" CMU INFILL SEE 10/S400 CONNECTION DETAILS #5@8" CMU DOWEL 2'-9"2"PLANSEECONCRETE BUMPER WALL 8"3'-0" 8" CMU INFILL 8" CMU INFILL (4) -#4 TOP AND BOTT (6" SPACING) (4) -#4 #5 AT 8" 1 1/2" CLR #5 AT 8" 3'-6"1" CLRSEE 10/S400 CONNECTION DETAILS NOTES: 1. TERMINATE WALLS 1" FROM FACE OF COLUMNS. 2. SEE 110 SERIES DRAWINGS FOR SLAB REINFORCMENT.CLR2 1/2"8" CMU INFILL BEAM PER PLAN CMU BUMPER WALL #5 AT 8" CENTERED IN WALL SEE 10/S400 CONNECTION DETAILSCLASS B LAP SPLICE3'-0"PLANSEE2"PRECAST CLADDING -SEE ARCHITECTURAL DRAWINGS COORDINATE EMBED PLACEMENT, DESIGN AND ADDITIONAL REINFORCING NEEDED WITH PRECAST MANUFACTURER -SEE 8/S361 & S500 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 2:20:08 PMS360 TYPICAL CONCRETE PARKING STRUCTURE DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 6" = 1'-0"1 TYPICAL BARRIER CABLE ANCHOR SCALE: 6" = 1'-0"2 TYPICAL GUARD RAIL CABLE ANCHOR SCALE: 3/4" = 1'-0"11 TYPICAL PERIMETER MASONRY WALL BASE SCALE: 3/4" = 1'-0"4 TYPICAL PERIMETER TALL BUMPER WALL SCALE: 3/4" = 1'-0"3 INTERIOR RAMP - BUMPER WALL & BARRIER CABLES SCALE: 3/4" = 1'-0"10 TYPICAL SECTION AT END OF RAMP SCALE: 3/4" = 1'-0"5 TYPICAL PERIMETER BARRIER CABLES SCALE: 3/4" = 1'-0"6 TYPICAL UPTURNED BEAM SCALE: 3/4" = 1'-0"7 TYPICAL UPTURNED BEAM WITH CMU WALL SCALE: 3/4" = 1'-0"8 TYP PERIMETER BUMPER WALL WITH CMU WALL SCALE: 3/4" = 1'-0"9 TYPICAL BUMPER WALL AT SPANDREL BEAM SCALE: 3/4" = 1'-0"12 TYP EDGE OF SLAB/BEAM WITH PRECAST CLADDING Revision ID Transmittal Set Date Transmittal Set Name