HomeMy WebLinkAboutS515REF. +0'-0 (852.00)REF. +0'-0 (852.00)
FF +5'-0
2'-6"
11" 8" 11"PER SCHED. 3'-8" 8"RAMP SLOPES +4'-0 TO +5'-0 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
5 12"PER SCHED. 5'-0" UNO 8"6"
FF +5'-0
1112"
6" 8"
4'-0"
9" 1'-2" 2'-1" 9" 1'-2" 1'-2" 1'-0"
P2
PER PLAN & SCHEDULE
EQUAL EQUAL
P2
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
REF. +0'-0 (852.00)
1'-0"
PG
PER SCHED. VARIEST/FTG PER PLAN T/FTG PER PLAN
T/FTG PER PLAN T/FTG PER PLAN T/FTG PER PLAN
FF +2'-0
WALL ANCHORAGE
PER PC SUPPLIER
WALL ANCHORAGE
PER PC SUPPLIER
WALL ANCHORAGE
PER PC SUPPLIER
SLAB ON GRADE PER
PLAN & SCHEDULE
WOOD STUDS & SHEATHING
COMPACTED FILL
RAMP ON GRADE PER
ARCH. DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE
SLAB ON GRADE PER
PLAN & SCHEDULE
PRECAST WALL PRECAST WALL PRECAST WALL
3'-8" 1'-4"5'-0" VERIFY W/ ELEV. SUPPLIERTURNED DOWN SLAB ON
GRADE BEYOND. COORD.
W/ ELEV. SUPPLIER
CMU INFILL AFTERE ELEV.
INSTALLATION. COORD.
W/ ELEV. SUPPLIER
PER PLAN & SCHEDULE
EQUAL9" EQUAL
ELEV. DOOR SILL
SUPPORT ANGLE BY
ELEV. SUPPLIER
FF +2'-0
#5 @ 12" OC EW EACH FACE
COLD-JOINT WATERSTOP
DAMP-PROOFING
PER ARCH. DWGS.
COMPACTED FILL
T/SLAB SLOPES TO DRAINT/SLAB SLOPES TO DRAIN
SLAB ON GRADE PER
PLAN & SCHEDULE
2'-6" MIN. 8"*GLAZING PER ARCH. DWGS.
8"
HOLD T/CURB FDN. DOWN
8" AT DOORS & TURN
DOWN SLAB ON GRADE
NOTE: VERIFY 8" CURB HT.
W/ ARCH. DWGS.
INSULATION PER
ARCH. DWGS.
Foundation Section Foundation Section
Foundation Section
PRECAST COLUMN PRECAST COLUMN
BACKFILL EA. SIDE OF WALL
IN EQ. INCREMENTS
COMPACTED FILL
INSULATION PER
ARCH. DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE
#4 DOWELS @ 18" OC
#4 HORIZ. @ 10" OC
#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.
EXTER. WALK OR LAWN-
PER CIVIL 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.
EXTER. WALK OR LAWN-
PER CIVIL 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)1'-8"1'-4" 1'-0" COORD. W/ ELEV. SUPPLIER 1'-4"1'-0"
WALL FTG. PER PLAN &
SCHEDULE
#6 @ 12" OC EW
TOP & BOTTOM
PER SCHEDULEPER SCHEDULEVENEER LEDGE VARIES
W/ SLOPING GRADE
VENEER LEDGE VARIES
W/ SLOPING GRADE
VENEER LEDGE VARIES
W/ SLOPING GRADE
VENEER LEDGE VARIES
W/ SLOPING GRADE
20010
4/23/2021
PERMIT SETTHE SIGNATURECARMELCARMEL, INS515FOUNDATIONSECTIONS
10/12/21