HomeMy WebLinkAboutB15-0250_S320_1445005440.pdfA
A
1/4" PREFORMED JT
FILLER OVER FULL SLAB
DEPTH, FILLER SHALL
NOT PROTRUDE ABOVE
SLAB
ELASTOMERIC JT
SEALANT WHERE
REQD (SEE ARCH)
P CLR
CONT VAPOR
RETARDER, SEE ARCH
BAR SUPPORTS
NOTES:
1. GRANULAR COURSE: 4" MIN COMPACTED GRANULAR FILL
2. PREPARED/COMPACTED SUBGRADE
SLAB REINF
NOTE 2 NOTE 1
T
TYPICAL SLAB-ON-GRADE SECTION
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)
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
T 2" MIN #4 ES CONT
2
1
CONSTRUCTION JOINT
CONTROL JOINT
6"
1
1
2
1
#4@12" (2 MIN) #4x
2'-0"
#4xCONT
2'-6" MAX8" MAX MIN
8"
@12"
2'-0"
2" CLR 1 1/2" CLR
1 1/2" CLR
CONST JT
L4x4x1/4x0'-6" w/(2) 1/2"Ø
BOLTS TO STRINGER &
(2) 5/8"Ø SIMPSON TITEN
HD w/4" EMBED TO SLAB
(3) #4xCONT
BEYOND STRINGERS
1'-0" (MIN), EXTEND
THICKENED ZONE 1'-0"
8" MIN TYP
3" CLR
CJ NOT PERMITTED
IN THIS ZONE
1 1/2" 3" 1 1/2"
2'-6"
TOP REINFORCING
MATCH TOP REINF
2'-0" HOOK
#4x
#4x4'-0@12", EC,
CTR
(1) #4xCONT
TYPICAL 2'-6" @12" TOP
2" 1 1/2" CLR
EQ EQ
8" MAX
8"
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" TYP
TYP
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" MIN
1'-6"
1'-6"
#4@12"
#4@12"
(2) #4 BOT 6" MIN
(2) #4 BOT
6" MIN
TYP
3" CLR
Project number
Date
Drawn by
MM JOB #: 15.0197.S.01
PRINCIPAL/EOR: PD PROJECT
MANAGER: KH DESIGNERS:
JW/KH
DATE
PRINTED:
FILE PATH:
09/22/2015
C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt
9/22/2015
3:37:52 PM
S320
SOG DETAILS
M15.0197.S.01
LOT 3 / 994 PTARMIGAN RD
VAIL,CO
Hughes
Residence
07.02.2015
KH
NO SCALE 3 TYP SOG ISOLATION JOINT
NO SCALE 1 TYP SOG SCHEDULE
NO SCALE 2 TYP SOG JOINTS
NO SCALE 4 TYP SOG STEP
NO SCALE 6 TYP SOG BELOW METAL STAIR
NO SCALE 5 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"
SOG6A 6" #4@12" OC 2"
NO SCALE 7 TYP TRIM REINF
NO SCALE 8 TYP SOG STAIR
1
No. Description Date
PERMIT SET 07.02.2015
1 FND SET 09.22.2015
10/16/15