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HomeMy WebLinkAboutB17-0285_S-320_1507155420.pdfA A CONT VAPOR RETARDER, SEE ARCH BAR SUPPORTS, SEE SPEC NOTES: 1. GRANULAR COURSE: 6" MIN COMPACTED GRANULAR FILL 2. 1'-6" MAX PREPARED/COMPACTED SUBGRADE PER GEOTECH 3. NATIVE BEARING MATERIAL OR SCREENED CRUSHED ROCK PER GEOTECH SLAB REINF TYPICAL SLAB-ON-GRADE SECTION P CLR T NOTE 1 NOTE 2 NOTE 3 1/4" PREFORMED JOINT FILLER, FULL SLAB DEPTH, FILLER SHALL NOT PROTRUDE ABOVE SLAB JOINT SEALANT, SEE ARCH 2ND POUR 1ST POUR EXTEND REINFORCING THROUGH JOINT NOTE: 1. PROVIDE TOOLED JOINT OR SAW CUT AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, SPALLING, OR TEARING (BUT NOT MORE THAN 12 HOURS AFTER CASTING) LAP (2) MESH PANELS OR LTS NOTE 1 SLAB REINFORCING #4xCONT EACH SIDE OF JOINT 2 1 CONSTRUCTION JOINT CONTROL JOINT AT T < 6" AT T ≥ 6" 6" T/4 T 6" 2x4xCONT KEY, CHAMFER EDGES AT CONTRACTOR'S OPTION, CENTER IN SLAB DEPTH PLAN AT PILASTER PLAN AT COLUMN CONTROL JOINT OR CONSTRUCTION JIONT CL COL TOOLED JOINT, TYP COLUMN FACE COLUMN, SEE PLAN FOR SHAPE ISOLATION JOINT, TYP CONCRETE ENCASEMENT TO COVER COL BASE SECTION AT COLUMN COLUMN OR PILASTER CONSTRUCTION JOINT DIAMOND OR ROUND BLOCKOUT S-320 3 4" MIN S-320 3 T/FOUNDATION © MARTIN/MARTIN 2017 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:49:20 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-320 TYP SOG DETAILS NO SCALE 1 TYP SOG SCHEDULE SLAB-ON-GRADE SCHEDULE TYPE THICKNESS T REINFORCING BAR POSITION P REMARKS SOG4A 4" WWR-6x6-W2.9xW2.9 1" -- NO SCALE 3 TYP SOG ISOLATION JOINT NO SCALE 2 SLAB-ON-GRADE JOINTS NO SCALE 4 SOG BLOCKOUT AT COLUMN/PILASTER NO. ISSUE DATE 7/21/2017 10/04/17