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HomeMy WebLinkAboutS330 - TYPICAL SLAB ON GRADE DETAILS3/4"TOP OF SLAB ELEV AT DRAIN 6" FREE DRAINING GRANULAR MATERIAL DRAIN, SET PRIOR TO CONCRETE POUR PIPE (2) -#4 x 3'-0" EACH WAY NOTES: 1. PROVIDE JOINT FILLER OR BOND BREAKER BETWEEN COLUMN ISOLATION SECTIONS AND SLAB ON GRADE PER SECTIONS. PREPARE AND SEAL JOINT AS SPECIFIED IN DIVISION 7 OF THE PROJECT MANUAL. 2. "C.J." DENOTES CONTROL JOINT IN SLAB ON GRADE. SEE DETAIL 3/S310 (TYPICAL SLAB ON GRADE CONTROL JOINT). 3. PROVIDE JOINT FILLER OR BOND BREAKER BETWEEN WALL AND SLAB ON GRADE. PREPARE AND SEAL JOINT AS SPECIFIED IN DIVISION 7 OF THE PROJECT MANUAL. NOTE 1 SLAB ON GRADE C.J.C.J.C.J.CONTROL OR CONSTRUCTION JOINT ON COLUMN CENTERLINES, TYP NOTE 3 NOTE 1 NOTE 1 NOTE 1 (TYP)2" C LR C.J.PROVIDE (2) -#4x3'-0" (1 TOP, 1 BOTT.) AT CONTROL JOINT TEE CONDITIONS. PROVIDE (2) #4 BARS AT 3" O.C. AT EACH CORNER, TYP TYP 1'-0" STRUCTURAL SLAB OR SLAB ON GRADE PER PLAN SEAL JOINT EPOXY COATED #4 DOWELS AT CORNERS AND AT 2'-0" MAX. ENTIRE PERIMETER 2" CLR. AT SLAB ON GRADE PLANSEEPLANSEE 1 1/2" RADIUS 8"8"1'-0"3'-6"SEE PLAN4"1 1/2" CLR3/16 3"GALVANIZED STEEL PIPE SLEEVE (1) -#4 x 3'-0" EACH SIDE OF PIPE (1) -#4 x 3'-0" EACH SIDE OF PIPE 1 2 (4) -3/4" DIA x 6" LONG HEADED STUDS SEAL JOINT FILL PIPE WITH CONCRETE 6" DIA STANDARD WEIGHT STEEL PIPE (ASTM A53) PAINTED YELLOW WASH SLAB ON GRADE: SEE GENERAL NOTES SHEET FOR CONCRETE MIX REQUIREMENTS VAPOR BARRIER PLACED ON 6" COMPACTED (95 PERCENT MAXIMUM STANDARD PROCTOR DRY DENSITY) FREE DRAINING GRANULAR MATERIAL; NO VAPOR BARRIER BENEATH GARAGE SLAB ON GRADE NOTES: 1. SEE CONCRETE GENERAL NOTES AND DIVISION 3 OF THE SPECIFICATIONS FOR SLAB FINISHING AND CURING REQUIREMENTS. 2. SEE DIVISION 7 OF THE SPECIFICATIONS FOR VAPOR BARRIER REQUIREMENTS.TSLAB ON GRADE: SEE GENERAL NOTES SHEET FOR CONCRETE MIX REQUIREMENTS SEE TYPICAL SLAB ON GRADE CONSTRUCTION DETAIL FOR BELOW SLAB REQUIREMENTSNOTES: 1. SAWCUT JOINT AS SOON AS POSSIBLE AFTER THE CONCRETE HARDENS. THE CONCRETE IS HARD ENOUGH WHEN THE BLADE DOES NOT DISLODGE AGGREGATE AND WHEN THE EDGES OF THE CUT DO NOT UNRAVEL. COMPLETE SAWCUTTING BEFORE SHRINKAGE BECOMES SUFFICIENT TO PRODUCE CRACKING. 2. PREPARE AND SEAL JOINT AND PROVIDE VAPOR BARRIER AS SPECIFIED IN DIVISION 7 OF THE PROJECT MANUAL. 3. CURLING OF THE SLAB ON GRADE WILL OCCUR AT CONTROL JOINT LOCATIONS. GRINDING WILL BE REQUIRED FOR THE PROPER INSTALLATION OF THE FLOOR COVERING. FOR EXPOSED INDUSTRIAL FLOOR SLABS, GRINDING WILL BE REQUIRED TO ACHIEVE A FLAT FLOOR FOR TRAFFIC ACROSS JOINT.TT/4 MINIMUM1/4" MAXIMUM CONTINUOUS SAWCUT CONTROL JOINT (SEE NOTES 1 & 2) 1'-0"2D BONDBREAKER NOTES: 1. EITHER OF TWO CONSTRUCTION METHODS SHOWN IS ACCEPTABLE. 2. SEE SLAB ON GRADE PLAN AND ARCHITECTURAL PLAN AND ELEVATIONS EXTENT AND LOCATION OF DEPRESSED SLAB AREAS VAPOR BARRIER ON 6" FREE DRAINING GRANULAR FILL .SLAB DEPRESSION D (15" MAXIMUM) 1'-0"2D . VAPOR BARRIER ON 6" FREE DRAINING GRANULAR FILL SLAB DEPRESSION D (15" MAXIMUM) MASONRY WALL, SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT VAPOR BARRIER PLACED ON 6" COMPACTED FREE DRAINING GRANULAR MATERIAL SLAB ON GRADE NOTES: 1. PROVIDE THICKENED SLAB UNDER MASONRY WALLS NOT SUPPORTED BY A FOOTING. 6" THICKNESS WALL 6"6"1 2 8"1'-0" #4 x 1'-8" DOWELS, SPACED AT 12" DRILLED INTO EXISTING SLAB ON GRADE (8" EMBEDMENT) FOLLOW MANUFACTURER'S REQUIREMENTS FOR INSTALLATION EXISTING SLAB ON GRADE T/2EDGE OF EXISTING SLAB ON GRADE (AFTER DEMOLTION)TSLAB ON GRADE: SEE GENERAL NOTES SHEET FOR CONCRETE MIX REQUIREMENTS SEE TYPICAL SLAB ON GRADE CONSTRUCTION DETAIL FOR BELOW SLAB REQUIREMENTS NOTES: 1. ALL JOINTS SHALL BE HAND TOOLED. 2. COORDINATE TOOLING OF CONSTRUCTION JOINT WITH SEALANT MANUFACTURER. PREPARE AND SEAL JOINT PER MANUFACTURER'S INSTRUCTIONS. 3. GRINDING WILL BE REQUIRED TO ACHIEVE A FLAT FLOOR FOR TRAFFIC ACROSS JOINT.T1/8" MINIMUM 1/2" MAXIMUM TOOLED CONTROL JOINT (SEE NOTE 1)T/4" MINIMIMSLAB ON GRADE: SEE GENERAL NOTES SHEET FOR CONCRETE MIX REQUIREMENTS SEE TYPICAL SLAB ON GRADE CONSTRUCTION DETAIL FOR BELOW SLAB REQUIREMENTS2"SEE NOTE 2 NOTES: 1. LOCATE CONSTRUCTION JOINTS AT CONTROL JOINT LOCATIONS. 2. APPLY LIQUID BONDBREAKER TO FULL DEPTH OF CONSTRUCTION JOINT. 3. CURLING OF THE SLAB ON GRADE WILL OCCUR AT CONSTRUCTION JOINT 4. LOCATIONS. GRINDING WILL BE REQUIRED FOR THE PROPER INSTALLATIONS OF FLOOR COVERING. FOR EXPOSED INDUSTRIAL FLOOR SLABS, GRINDING WILL BE REQUIRED TO ACHIEVE A FLAT FLOOR FOR TRAFFIC ACROSS THE JOINT.T4"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 2:19:47 PMS330 TYPICAL SLAB ON GRADE DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 1 1/2" = 1'-0"7 TYPICAL FLOOR DRAIN DETAIL AT SLAB ON GRADE SCALE: 3/8" = 1'-0"5 TYPICAL ISOLATION JOINT AT CONCRETE COLUMNS SCALE: 1" = 1'-0"10 TYPICAL RAISED CONCRETE CURB DETAIL SCALE: 1" = 1'-0"9 TYPICAL BOLLARD DETAIL AT SLAB ON GRADE SCALE: 1 1/2" = 1'-0"1 TYPICAL SLAB ON GRADE CONSTRUCTION DETAIL SCALE: 1 1/2" = 1'-0"2 TYPICAL INTERIOR SLAB ON GRADE CONTROL JOINT SCALE: 1" = 1'-0"6 TYPICAL FLOOR DEPRESSION AT SLAB ON GRADE SCALE: 1 1/2" = 1'-0"8 TYPICAL THICKENED SLAB AT MASONRY WALL SCALE: 1 1/2" = 1'-0"11 TYPICAL NEW TO EXISTING SLAB DOWEL DETAIL SCALE: 1 1/2" = 1'-0"3 TYPICAL GARAGE SLAB ON GRADE CONTROL JOINT SCALE: 1 1/2" = 1'-0"4 TYPICAL SLAB ON GRADE CONSTRUCTION JOINT Revision ID Transmittal Set Date Transmittal Set Name