HomeMy WebLinkAboutS519REF. +0'-0 (852.00)PER SCHEDULE
WALL FTG. PER PLAN &
SCHEDULE
WALL ANCHORAGE
PER PC SUPPLIER
FF +5'-0
#4 CAPS @ 12" OC
#5 @ 12" OC EW EF
SLAB ON GRADE PER
PLAN & SCHEDULE
2'-8" 4"WOOD STUDS PER PLAN &
SCHEDULE
PRECAST WALL
RAMP ON GRADE PER
PLAN & SCHEDULE
3" WASH OVER 3'-0 W
T/SLAB EL. ON PLAN IS
EXCLUSIVE OF WASH
1'-0"
P26
T/FTG PER PLAN
Foundation Section
PER PLAN & SCHEDULE
EQUAL1'-0" EQUAL REF. +0'-0 (852.00)REF. +0'-0 (852.00)PER SCHEDULE
WALL FTG. PER PLAN &
SCHEDULE
WALL ANCHORAGE
PER PC SUPPLIER
FF +5'-0
#4 CAPS @ 12" OC
#5 @ 12" OC EW EF
SLAB ON GRADE PER
PLAN & SCHEDULE
5'-0" 3'-0"WOOD STUDS PER PLAN &
SCHEDULE
PRECAST WALL
RAMP ON GRADE PER
PLAN & SCHEDULE
3" WASH OVER 3'-0 W
T/SLAB EL. ON PLAN IS
EXCLUSIVE OF WASH
1'-0"
P26
T/FTG PER PLAN
Foundation Section
PER PLAN & SCHEDULE
EQUAL 1'-0" EQUAL
T/WALL PER PLAN
T/WALL PER PLAN
COMPACTED FILL
COMPACTED FILL
COMPACTED FILL
3" AE COMPOSITE TOPPING W/
6x6-W4.0xW4.0 WWF. PROVIDE NON-SLIP
FINISH PERPENDICULAR TO TRAFFIC
FLOW
DIAPHRAGM CHORD REINF. AS REQ'D. BY PC
SUPPLIER'S DESIGN
2" CL 2" CL
PC DOUBLE TEE
#5 EW @ 12" OC EF
DAMPPROOFING-REF.
ARCH. DWGS.
RAMP ON GRADE PER
PLAN
COMPACTED BACKFILL
0" 0"
EXPANSION JOINT FILLER
TOOLED JOINT w/ SEALANT.
#5 AT INSIDE CORNER OF 'L'
DOWELS
#5@18" OC
1'-6 2'-62'-61'-6
T/SLAB VARIES- REF.
PLAN
HOLD 12" MIN.BELOW T/PC#7 DOWELS @ 12" OC
6"PER SCHEDULE
WALL FTG. PER PLAN &
SCHEDULE
WALL ANCHORAGE
PER PC SUPPLIER
FF +5'-0
SLAB ON GRADE PER
PLAN & SCHEDULE
5'-0"WOOD STUDS PER PLAN &
SCHEDULE
PRECAST WALL
1'-0"
P26
T/FTG PER PLAN
Foundation Section
PER PLAN & SCHEDULE
EQUAL1'-0" EQUAL
COMPACTED FILL
3" AE COMPOSITE TOPPING W/
6x6-W4.0xW4.0 WWF. PROVIDE NON-SLIP
FINISH PERPENDICULAR TO TRAFFIC
FLOW
DIAPHRAGM CHORD REINF. AS REQ'D.
BY PC SUPPLIER'S DESIGN
PC DOUBLE TEE
FF +2'-0
SLAB ON GRADE PER
PLAN & SCHEDULE
1'-6"7'-0"
2'-6"1'-0" 3'-6"
FF +2'-0
SLAB ON GRADE PER
PLAN & SCHEDULE5'-0"#5 x 7'-6 @ 12" OC
(10)#5 x CONTIN.
Foundation Section
PP
T/FTG PER PLAN
PRECAST LIGHTWALL
Foundation Section
3" WASH OVER 3'-0 W
T/SLAB EL. ON PLAN IS
EXCLUSIVE OF WASH
1'-0"
WALL ANCHORAGE
PER PC SUPPLIER
PER PLAN & SCHEDULE
EQUAL1'-4" EQUAL PER SCHEDULEWALL FTG. PER PLAN &
SCHEDULE
REF. +0'-0 (852.00)
WALL ANCHORAGE
PER PC SUPPLIER
1'-0"
PP
Foundation Section
3" AE COMPOSITE TOPPING W/
6x6-W4.0xW4.0 WWF. PROVIDE NON-SLIP
FINISH PERPENDICULAR TO TRAFFIC
FLOW
DIAPHRAGM CHORD REINF. AS REQ'D.
BY PC SUPPLIER'S DESIGN
PC DOUBLE TEE
FF +2'-0
SLAB ON GRADE PER
PLAN & SCHEDULESLAB SLOPES
TO DRAIN
T/FTG PER PLAN
PER PLAN & SCHEDULE
EQUAL1'-0" EQUAL PER SCHEDULEWALL FTG. PER PLAN &
SCHEDULE
PRECAST LIGHTWALL
SOLID PRECAST WALL
RAMP ON GRADE PER
PLAN & SCHEDULE
3" WASH OVER 3'-0 W
T/SLAB EL. ON PLAN IS
EXCLUSIVE OF WASH
RAMP ON GRADE PER
PLAN & SCHEDULE
#6 @ 12" OC EW EF
COMPACTED FILL
T/WALL PER PLAN
#4 CAPS @ 12" OC
PP
T/FTG PER PLAN
PRECAST LIGHTWALL
Foundation Section
3" WASH OVER 3'-0 W
T/SLAB EL. ON PLAN IS
EXCLUSIVE OF WASH
1'-0"
WALL ANCHORAGE
PER PC SUPPLIER
PER PLAN & SCHEDULE
EQUAL1'-4" EQUAL PER SCHEDULEWALL FTG. PER PLAN &
SCHEDULE
RAMP ON GRADE PER
PLAN & SCHEDULE
3" WASH OVER 3'-0 W
T/SLAB EL. ON PLAN IS
EXCLUSIVE OF WASH
RAMP ON GRADE PER
PLAN & SCHEDULE
#6 @ 12" OC EW EF
COMPACTED FILL
T/WALL PER PLAN
#4 CAPS @ 12" OC
PP
1'-0"
T/WALL PER PLAN
COLUMN FTG. PER
PLAN & SCHEDULE
OUTLINE OF WALL FTG.
IN FOREGROUND
PER PLAN & SCHEDULE
EQUAL EQUAL
T/FTG PER PLAN
PER SCHEDULE
PRECAST COLUMN BEYOND
RAMP ON GRADE PER
PLAN & SCHEDULE#6 @ 12" OC EW EF
#4 CAPS @ 12" OC
PRECAST LIGHTWALL
OUTLINE OF JUMP RAMP
BEYOND
OUTLINE OF JUMP RAMP
BEYOND
Foundation Section
SLAB ON GRADE PER
PLAN & SCHEDULE
20010
4/23/2021
PERMIT SETTHE SIGNATURECARMELCARMEL, INS519FOUNDATIONSECTIONS
10/12/21