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A
1/4" PREFORMED JT
FILLER OVER FULL SLAB
DEPTH, FILLER SHALL
NOT PROTRUDE ABOVE
SLAB
ELASTOMERIC JT
SEALANT WHERE
REQD (SEE ARCH)P CLRCONT VAPOR
RETARDER, SEE ARCH
BAR SUPPORTS
NOTES:
1. GRANULAR COURSE: 6" MIN COMPACTED GRANULAR FILL
2. PREPARED/COMPACTED SUBGRADE
SLAB REINF
NOTE 2NOTE 1TTYPICAL SLAB-ON-GRADE SECTION
CONT VAPOR
RETARDER,
SEE ARCH
2ND POUR1ST 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)
2. SPACE JOINTS AT 10'-0" MAX EACH WAY WITH MAX ASPECT RATIO OF 1:1.5. PROVIDE
JOINT EW AT ALL RE-ENTRANT CORNERS.
LAP (2) MESH
PANELS OR LTS
1"NOTE 1
SLAB REINF
T2" MIN#4 ES CONT
2
1
CONSTRUCTION JOINT
CONTROL JOINT
6"
1
1
2
1
#4@12" (2 MIN)#4x
2'-0"
#4xCONT2'-6" MAX8" MAXMIN
8"
@12"
2'-0"2" CLR1 1/2" CLR
1 1/2" CLRCONST JT
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" MIN2'-0"@24"3" CLR2'-6"
TOP REINFORCING
MATCH TOP REINF
2'-0" HOOK
#4x
#4x4'-0@12", EC,
CTR
(1) #4xCONT
TYPICAL 2'-6"@12" TOP2"1 1/2" CLREQ EQ 8" MAX8"LTS + H
8"NOTES:
1. DETAIL APPLIES FOR ALL OPNGS IN SOG'S AND TOPPING SLABS
2. REINF NOT REQUIRED AT OPNGS SMALLER THAN 10"x10"
3. SEE OTHER DTLS FOR REINF AT OPNGS IN CONC WALLS, CONC STR SLABS, AND METAL
DECK SLABS
OPENING
RE-ENTRANT CORNER:DIAG BARS
2'-0" TYPTYP
1 1/2"3" TYP
(2) BARS EACH SIDE CENTERED
IN SLAB. MATCH SLAB REINF
SIZE (#4 MIN)
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION
2. REBAR IN STAIRS EXPOSED TO WEATHER SHALL BE EPOXY COATED
3. SPLICE #4 BARS 2'-4" AS NEEDED 1'-0"1'-0"
6
" MI
N1'-6"
1'-6"
#4@12"
#4@12"
(2) #4 BOT
6" MIN(2) #4 BOT 6" MINTYP3" CLRProject number
Date
Drawn by
MM JOB #: 15.0197.S.01PRINCIPAL/EOR: PDPROJECT MANAGER: KHDESIGNERS: JW/KHDATE PRINTED:FILE PATH:07/02/2015
C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt7/2/2015 2:34:42 PMS320
SOG DETAILS
M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015
KH
NO SCALE3 TYP SOG ISOLATION JOINT
NO SCALE1 TYP SOG SCHEDULE
NO SCALE2 TYP SOG JOINTS
NO SCALE4 TYP SOG STEP
NO SCALE6 TYP SOG BELOW METAL STAIR
NO SCALE5 TYP SOG EXT THRESHOLD
SLAB-ON-GRADE SCHEDULE
TYPE THICKNESS T REINFORCING BAR POSITION P REMARKS
SOG4A 4" WWR 6x6-W2.9xW2.9 1 1/2"
SOG5A 5" #4@18" OC 2"
NO SCALE7 TYP TRIM REINF
NO SCALE8 TYP SOG STAIR
No. Description Date
PERMIT SET 07.02.2015