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HomeMy WebLinkAboutB16-0031_S301_1480363514.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 TYPE THICKNESS T RIENFORCING BAR POSITION P REMARKS SOG4 4" WWR 6x6 - W2.9xW2.9 2" -- SLAB-ON-GRADE SCHEDULE SOG6 6" WWR 6x6 - W2.9xW2.9 3" -- SOG8 8" #4 @ 12" OC 4" -- SOG10 10" #5 @ 12" OC 5" -- 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 T T ≤ 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 S301 4 TYP4" MIN S301 4 A A 2'-6" TOP REINFORCING MATCH TOP REINF 2'-0" HOOK #4x #4x4'-0@12", EC, CTR (1) #4xCONT 2'-6" @12" TOP 2" LTS + H 1 1/2" CLREQ EQ H A A CONT VAPOR RETARDER, SEE ARCH LAP (2) MESH PANELS OR LTS SLAB REINF SEE T 2 1 T LTS / 1 S301 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" (3) #4xCONT #4x 2'-0" BEYOND STRINGERS 2'-0" (MIN), EXTEND THICKENED ZONE 1'-0" 1'-0" MIN 2'-0" @24" 3" CLR L5x3x1/4 W/ (2) 1/2" Ø SIMPSON STRONG BOLT W/ 4" EMBED 1" 5" 1" 1" (2) 1/2" A307 THRU BOLTS NOTES: 1) SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION 2) REBAR IN STAIRS EXPOSED TO WEATHER SHALL BE EPOXY COATED #4@12", EACH WAY, BOTTOM (2) #4 BOTTOM (2) #4 BOTTOM 6" MIN #4@12" OC EACH WAY, BOTTOM, EPOXY COATED CONSTRUCTION JOINT AT CONTRACTOR'S OPTION 3" CLEAR 1'-8" 2'-0" 2'-0" 1'-0" 6" MIN 6" MIN 3" CLEAR, TYP 1'-8" AT TOP OF STAIR AT BOTTOM OF STAIR FND WALL FTG STEM WALL DWLS TO MATCH WALL REINF EF. DRILL & EPOXY W/ HITLIT HY200 TYP HORZ. WALL REINF LTS EMBED 8" MIN 1'-0" GRADE BEAM AT SIM (3) #8xCONT #8x 2'-0" 2'-0" @24" FOR ADDITIONAL REINFORCEMENT INFORMATION SEE 1/ S302 FOR BASE PLATE INFORMATION SEE 12/ S500 S301 4 1'-0" MIN 1'-0" MIN 6" SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 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 PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 4/26/16 CD SET REV 8/12/16 ASI #5 5 3090 BOOTH CREEK DR VAIL, COLORADO 9/16/2016 9:43:38 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S301 REIMERS RESIDENCE SLAB-ON-GRADE DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 NO SCALE 4 TYP SOG ISOLATION JOINT NO SCALE 1 TYP SOG SCHEDULE 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 STAIR 3/4" = 1'-0" 11 TYP SOG STAIR 3/4" = 1'-0" 12 TYP STEM WALL ON STRIP FTG AT FND WALL 3/4" = 1'-0" 13 MAT SLAB BELOW COLUMN 09/16/2016 11/28/16