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HomeMy WebLinkAboutS361 - TYPICAL CONCRETE PARKING STRUCTURE DETAILS3'-0"3'-0"1'-6"CURVE SLAB TENDON AROUND BLOCKOUT TOOL CONSTRUCTION JOINT ON ALL 3 SIDES OF BLOCK OUT AND SEAL SLAB BLOCKOUT TO FACILITATE STRESSING OF TEMPERATURE TENDONS (2) - #4 TOP (2" CLEAR) EACH SIDE OF BLOCKOUT 2 S361 ● 8" BUMPER WALLS 1'-0" SEE SLAB REINFORCING PLAN TEMPERATURE TENDONS 1'-0" (2) -#4x4'-0" DOWELS, TYP 3'-0" NOTES: 1. VERIFY BLOCKOUT SIZE WITH POST-TENSIONING SUPPLIER AND SUBMIT ANY REQUIRED CHANGES TO THE ARCHITECT/ENGINEER FOR REVIEW. STRESSING END NON-STRESSING END 3'-6"2"PLANSEE1 1/2" CLR.(4) -#4 BOTT BARS #5 AT 8" (5) -#4 #5 AT 8"CLR2 1/2"3'-6" (4) -#4 TOP BARS, MAY BE SPLICED TO ALLOW GREATER FLEXIBILITY IN ADJUSTING POSITION TO AVOID INTERFERENCE WITH STRESSING OPERATION. (PROVIDE 20" MIN. LAP) 3'-0"8"4"4"8"3'-0" (4) -#4 TOP AND BOTT BARS (6" SPACING)CLR2 1/2"T/SLAB ELEV VARIES #5 AT 8" 3'-6"PREPARE AND SEAL JOINT (2) -#41'-6" 1 1/2" CLR NOTES: 1. BLOCK-OUT DIMENSIONS "A'' AND "B'' PER EXPANSION JOINT SEALING SYSTEM MANUFACTURER. SEE SECTION 079000, DECK WATERPROOFING, ARTICLE 2.2 OF THE PROJECT MANUAL. 2. JOINT WIDTH SHALL BE FORMED AS DIMENSIONED. HOWEVER, EXPANSION JOINT SEALING SYSTEM SUPPLIER SHALL ACCOUNT FOR ACTUAL JOINT WIDTH AT TIME OF INSTALLATION DUE TO CREEP, SHRINKAGE, AND TEMPERATURE VARIATIONS. 3. INSTALL EXPANSION JOINT SEALING SYSTEM A MINIMUM OF (30) DAYS AFTER CONCRETE HAS BEEN PLACED ON EACH SIDE OF JOINT. 4. EXPANSION JOINT SEALING SYSTEM MOVEMENT REQUIREMENTS: COMPRESSION =1/2" AT EXPANSION/SEISMIC JOINTS MAXIMUM JOINT OPENING =4" AT EXPANSION/SEISMIC JOINTS A B3'-0"3'-6" (TYP)2"PLANSEE1" CLR.(4) -#4 TOP AND BOTT (6" SPACING) #5 AT 8" (5) -#4 #5 AT 8"CLR2 1/2"3'-6" 3/4" PRECAST CLADDING - SEE ARCHITECTURAL DRAWINGS 3/4" CHAMFER G6 8" 8" PT SLAB PER PLAN 6" PT SLAB PER PLAN REINFORCING AND PT PER SCHEDULE SCHEDULEDBEAM DEPTHG3 6" PT SLAB PER PLAN 8" PT SLAB PER PLAN SCHEUDLEDBEAM DEPTHREINFORCING AND PT PER SCHEDULE 8" 1/4 3 SIDES TYP PRECAST -SEE ARCHITECTURAL L6X6X1/2" x 0' -8" WITH VERTICAL LONG SLOTTED HOLES EP1 -SEE S500 GARGE SLAB PER PLAN CONNECTION FROM ANGLE TO PRECAST TO BE DESIGNED BY PRECAST MANUFACTURER NOTES: 1. COORDINATE FINAL QUANTITIES AND LOCATIONS WITH PRECAST MANUFACTURER. ASSUME (2) LATERAL CONNECTIONS PER PRECAST PANEL AT EACH FLOOR LEVEL. 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 2:20:10 PMS361 TYPICAL CONCRETE PARKING STRUCTURE DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 1/2" = 1'-0"1 TYPICAL STRESSING POCKET PLAN SCALE: 3/4" = 1'-0"2 TYPICAL STRESSING POCKET SCALE: 3/4" = 1'-0"3 TYPICAL EXPANSION OR SEISMIC JOINT SCALE: 3/4" = 1'-0"5 RAMP DETAIL - NORTH EDGE OF SLAB SCALE: 3/4" = 1'-0"6 SPEED RAMP - TOP SCALE: 3/4" = 1'-0"7 SPEED RAMP - BOTTOM SCALE: 3/4" = 1'-0"4 TYPICAL PRECAST LATERAL CONNECTION Revision ID Transmittal Set Date Transmittal Set Name