HomeMy WebLinkAboutS516REF. +0'-0 (852.00)8"Foundation Section
FF +5-0
PPT 6x6 WOOD POST W/
SIMPSON POST BASE
VARIES 12"SLOPE
SLAB 1"112"1'-2" VARIES 8"Foundation Section
FF +5'-0
512"PER SCHED. VARIES 8"6"
FF +5'-0
1112"
6" 8"
4'-0"
9" 1'-2" 2'-1" 9" 1'-2" 1'-2" 1'-0"
PY
PER PLAN & SCHEDULE
EQUAL EQUAL
PY
FF +5-0
PER PLAN & SCHEDULE
EQUAL EQUAL
REF. +0'-0 (852.00)8"Foundation Section
FF +5-012"SLOPE SLAB 1"
1'-0"
P2
2'-6"
11" 8" 11"
Foundation Section
T/FTG PER PLAN T/FTG PER PLAN T/FTG PER PLAN
PRECAST COLUMN PRECAST COLUMN
COMPACTED FILL
INSULATION PER
ARCH. DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE
#4 DOWELS @ 12" OC
#4 HORIZ. @ 10" OC
#4 VERT. @ 18" OC
SHEATHING & EXTER. FIN.
PER ARCH. DWGS.
WOOD STUDS PER PLAN &
SCHEDULE
COLUMN WRAP & TRIM
PER ARCH. DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
#4 @ 18" OC
2'-0 2'-0#4 @ 18" OC
2'-0
2'-0#4 @ 18" OC
2'-0
2'-0SLAB ON GRADE PER
PLAN & SCHEDULE
SLAB ON GRADE PER
PLAN & SCHEDULE
512"6"
1112"
6" 8" 6" 8"
9" 1'-2"
2"
COMPACTED FILL
#4 x 3'-0 @ 18" OC
(6)#5 x CONTIN.
2'-1"
4'-0"
2'-1"
OUTLINE OF WALL FTG.
BEYOND & IN F'GRND.
SEE 3/S515 FOR BAL.
OF INFORMATION
CONCRETE PIER PER PLAN &
SCHEDULE
COLUMN FTG. PER PLAN &
SCHEDULE
CONCRETE PIER PER PLAN &
SCHEDULE
COLUMN FTG. PER PLAN &
SCHEDULE
COMPACTED FILL
COMPACTED FILL
T/PIER PER PLAN PRECAST COLUMN BASE
PL & ANCHOR RODS PER
PC SUPPLIER
PRECAST COLUMN BASE
PL & ANCHOR RODS PER
PC SUPPLIER612"FORMED SLAB EDGE W/
CONTIN. DRIP
PPT 6x6 WOOD POST W/
SIMPSON POST BASE
VARIES 112"1'-2" T/FTG PER PLAN
COLUMN WRAP & TRIM
PER ARCH. DWGS.
#4 @ 18" OC
2'-0
2'-06" 8"
9" 1'-2"
2"
2'-1"
4'-0" 612"FORMED SLAB EDGE W/
CONTIN. DRIP
SEE 3/S515 FOR BAL.
OF INFORMATION
SEE 3/S515 FOR BAL.
OF INFORMATION
COMPACTED FILL
LINE OF CONCRETE
PIER BEYOND
LINE OF COLUMN
FTG. BEYOND
#4 DOWELS @ 12" OC
#4 HORIZ. @ 10" OC
#4 DOWELS @ 12" OC
PRECAST COLUMN BEYOND
SLAB ON GRADE PER
PLAN & SCHEDULE
SLAB ON GRADE PER
PLAN & SCHEDULE
REF. +0'-0 (852.00)
REF. +0'-0 (852.00)
FF +5'-0
4'-0"
9" 1'-2" 2'-1"
T/FTG PER PLAN
COMPACTED FILL
INSULATION PER
ARCH. DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE
#4 DOWELS @ 12" OC
#4 HORIZ. @ 10" OC
#4 VERT. @ 18" OC
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
#4 @ 18" OC
2'-0
2'-0512"6"
1112"
6" 8"
#4 x 3'-0 @ 18" OC
(6)#5 x CONTIN.
COLUMN WRAP & TRIM
PER ARCH. DWGS.
REF. ARCH. DWGS. FOR
HANDRAIL DETAILS
EXTER. STAIR PER
CIVIL DWGS.
REF. +0'-0 (852.00)
Foundation Section
VENEER LEDGE VARIES
W/ SLOPING GRADE
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
VENEER LEDGE VARIES
W/ SLOPING GRADE
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
VENEER LEDGE VARIES
W/ SLOPING GRADE
T/FTG PER PLAN PER SCHEDULEPER SCHEDULEVENEER LEDGE VARIES
W/ SLOPING GRADE
EXTER. WALK OR LAWN-
PER CIVIL DWGS.GROUT SPACE BEHIND
VENEER AT STAIR
T/PIER PER PLAN
T/PIER PER PLAN
VARIESFoundation Section
FF +5'-0
T/FTG PER PLAN
COMPACTED FILL
SLAB ON GRADE PER
PLAN & SCHEDULE
SHEATHING & EXTER. FIN.
PER ARCH. DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
6" 2'-0"
VENEER LEDGE VARIES
W/ SLOPING GRADE
1'-0"
PZ PZ
2'-0" 2'-0"
PRECAST COLUMN
PRECAST COLUMN BASE
PL & ANCHOR RODS PER
PC SUPPLIER
PRECAST COLUMN
PRECAST COLUMN BASE
PL & ANCHOR RODS PER
PC SUPPLIER
COLUMN FTG. PER PLAN &
SCHEDULE
(2)F5.0-D FTGS. MAY BE COMBINED. PROVIDE EAST-WEST
BARS IN ONE PIECE OR (7) #6 x 3'-6 BARS TO LAP
5'-0"
2'-6" 2'-6"
5'-0"
2'-6"2'-6"
ADJUST REBAR LOCATION AS REQ'D. TO
MAINTAIN ANCHOR RODS IN POSITION & PLUMB
WOOD STUDS PER PLAN &
SCHEDULE
20010
4/23/2021
PERMIT SETTHE SIGNATURECARMELCARMEL, INS516FOUNDATIONSECTIONS
10/12/21