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HomeMy WebLinkAboutB15-0026_S-301_1438367880.pdfPREFORMED JT FILLER OVER FULL SLAB DEPTH, FILLER SHALL NOT PROTRUDE ABOVE SLAB SEE ARCH FOR SIZE ELASTOMERIC JT SEALANT WHERE REQD (SEE ARCH) P CLRCONT VAPOR RETARDER, SEE ARCH BAR SUPPORTS, SEE SPEC NOTES: 1. 4" MIN GRANULAR COURSE FOR RADON SYSTEM AND PER SOILS REPORT. 2. PREPARED/COMPACTED SUBGRADE PER SOILS REPORT. SLAB REINF NOTE 2 NOTE 1 TYPICAL SLAB-ON-GRADE SECTION T UNDER-SLAB INSULATION, SEE ARCH [CONT VAPOR RETARDER, SEE ARCH] 2ND POUR 1ST POUR EXTEND REINF THRU JT 1/8" . NOTES: 1. PROVIDE TOOLED JT OR SAW CUT AS SOON AS THE CONC 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 1" NOTE 1 SLAB REINF T 2" MIN #4 ES CONT 2 1 T CONSTRUCTION JOINT CONTROL JOINT 6" AT T < 6" AT T ≥ 6" EQ EQ EQ 8" TT ≤ 16" 1 1/2" 1ST POUR 2ND POUR EDGES MAY BE ANGLED AT CONTR'S OPTION NOTES: 1. CLEAN SURFACES AND REMOVE LAITANCE 2. WET SURFACE AND REMOVE STANDING WATER PRIOR TO PLACING CONCRETE A A FIRST POUR PLAN AT COLUMN CJ OR CONST JT 90° TOOLED JT AT EXPOSED AREAS COLUMN FACE COLUMN ISOLATION JT CONCRETE ENCASEMENT TO COVER COL BASE, TYP SECTION AT COLUMN CONST JOINT DIAMOND OR ROUND BLOCKOUT S-301 4 TYP4 " MIN90° S-301 4 A A 2'-6" TOP REINFORCING MATCH TOP REINF 2'-0" HOOK #4x #4x4'-0@12", EC, CTR (1) #4xCONT AT PATIO 2'-6" @12" TOP 2" LTS + H 1 1/2" CLREQ EQ H A A #4x #4x4'-0@12", EC, CTR (1) #4xCONT AT GARAGE 2'-6" @12" TOP 2" 1 1/2" CLR EQ EQ A [CONT VAPOR RETARDER, SEE ARCH] LAP (2) MESH PANELS OR LTS SLAB REINF SEE T 2 1 T LTS S-301 1 12" 12" WWR 6x6-W2.9xW2.9 VARIES #3x @16" W/(4) #4xCONT 2" CLR 1" CLR 1" CLR TYPICAL POST-INSTALLED REBAR OPTION ADHESIVE ANCHOR 3" STAIR STRINGER AND CONN TO SOG BY STAIR MNFR (3) #4xCONT #4x 2'-0" BEYOND STRINGERS 2'-0" (MIN), EXTEND THICKENED ZONE 1'-0" 1'-0" MIN 2'-0" @24" 3" CLR SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: 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 NO. ISSUE DATE PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:04:07 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-301 Fleeger Residence SLAB-ON-GRADE DETAILS 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 NO SCALE 4 TYP SOG ISOLATION JOINT NO SCALE 1 TYP SOG SCHEDULE SLAB-ON-GRADE SCHEDULE TYPE THICKNESS T REINFORCING BAR POSITION P REMARKS SOG4 4" WWR 6x6 - W2.9xW2.9 2" SOG5 5" WWR 6x6 - W2.9xW2.9 2.5" SOG8 8" WWR 6x6 - W2.9xW2.9 2.5" SOG12 1'-0" #5 @ 12 OC EW T&B NO SCALE 3 TYP SOG JOINTS NO SCALE 7 TYP SOG BLOCKOUT AT COLUMN/PILASTER NO SCALE 6 TYP SOG EXT THRESHOLD NO SCALE 9 SOG TRANSITION NO SCALE 8 TYP SOG EQUIP PAD NO SCALE 5 TYP SOG BELOW METAL STAIR 2/3/2015 07/31/15