HomeMy WebLinkAboutS5141'-0"
FF +4'-0
FF +1'-6
3'-6"
8"1'-4" 1'-6" 1'-2"1'-0"
FF +4'-0
FF BEYOND +1'-6
PB PB PB
17'-5"PER SCHEDULEPER PLAN & SCHEDULE
EQUAL EQUAL
3'-6"
11" 758" 1'-1138"
EXTER. WALKWAY VARIES
FF +1'-6
3'-6"
11" 758" 1'-1138"
FF +1'-6
8"
PER PLAN & SCHEDULE
EQUAL EQUALPER SCHEDULEFoundation Section
Foundation Section
Foundation Section
FF +4'-0
FF +1'-6
4'-6"
1'-438"758" 11316" 1'-8" FOR FROSTPROTECTIONPER SCHED.FF +2'-0
2'-6"
11" 8" 11" PER SCHED. 2'-0" UNO 8"FF +5'-0
1'-2" 2'-4" 8"1'-4"FF +2'-0
RAMP SLOPES +4'-0 TO +2'-0 PER SCHED. 4'-0" 8"REF. +0'-0 (852.00)
REF. +0'-0 (852.00)REF. +0'-0 (852.00)
REF. +0'-0 (852.00)
REF. +0'-0 (852.00)
2'-6"
11"8" 11"
2'-6"
11"8" 11"
FF +2'-0
VARIES * PER PLAN & SCHEDULE
EQUAL9" EQUAL PER SCHEDULE#4 DOWELS @ 18" OC
#4 HORIZ. @ 10" OC
SLAB ON GRADE PER
PLAN & SCHEDULE
WOOD STUDS & SHEATHING
#4 @ 18" OC
2'-0
2'-0(6)#5 x CONTIN. 2" CL#4 x 3'-0 @ 18" OC
SLAB ON GRADE PER
PLAN & SCHEDULE
#5@32" OC TYP. UNO
COMPACTED FILL
PRECAST COLUMN BEYOND
OUTLINE OF SLAB ON
GRADE BEYOND
COLUMN FTG. PER
PLAN & SCHEDULE
PRECAST COLUMN BASE
PL & ANCHOR RODS PER
PC SUPPLIER
CONC. STAIR ON GRADE
W/ #4@12" OC EW
COMPACTED FILL
(2)#4
COLUMN FTG. PER
PLAN & SCHEDULE
WALL FTG. PER
PLAN & SCHEDULE
PRECAST COLUMN
EXTER. PAVEMENT PER
CIVIL DWGS.
EXTER. WALK & CURB PER
CIVIL DWGS.
STORM SEWER PER
CIVIL DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE
SLAB ON GRADE PER
PLAN & SCHEDULE
SLAB ON GRADE PER
PLAN & SCHEDULE
#5@32" OC TYP. UNO #5@32" OC TYP. UNO
COMPACTED FILL
GROUT ALL CORES
BELOW UPPER SLAB
(6)#5 x CONTIN.2" CL#4 x 3'-0 @ 18" OC#4 x 3'-0 @ 18" OC
(6)#5 x CONTIN.
ELECTRICAL METER
BANK PER ELEC. DWGS.
GROUT ALL CORES
TO +6'-0" AFF
8" OPEN-CORE CMU
BOND BEAM
REDUCE SPACING OF
VERT. REINF. AT ELEC.
METERS TO 16" OC
SLAB ON GRADE PER
PLAN & SCHEDULE
NOTE: INCR. IN FTG. 't'
FOR FROST PROTECTION
SLAB ON GRADE PER
PLAN & SCHEDULE
WALL FTG. PER PLAN &
SCHEDULE
#4 DOWELS @ 12" OC
#4 HORIZ. @ 10" OC
#4 @ 18" OC
2'-0
2'-0WOOD STUDS & SHEATHING
EXTER. PAVEMENT PER
CIVIL DWGS.
COMPACTED FILL
RAMP ON GRADE PER
ARCH. DWGS.
RAMP ON GRADE PER
ARCH. DWGS.
WALL FTG. PER PLAN &
SCHEDULE
#4 DOWELS @ 12" OC
#4 HORIZ. @ 10" OC
EXTER. PAVEMENT PER
CIVIL DWGS.
WOOD STUDS & SHEATHING
SLAB ON GRADE PER
PLAN & SCHEDULE
#4 @ 18" OC
2'-0
2'-0ELECTRICAL METER
BANK PER ELEC. DWGS.
3'-6"
11" 8" 1'-11"
#4 x 3'-0 @ 18" OC
(6)#5 x CONTIN.
#4 DOWELS @ 18" OC
#4 HORIZ. @ 10" OC
#4 @ 18" OC
2'-0
2'-0SHEATHING & EXTER. FIN.
PER ARCH. DWGS.
WOOD STUDS PER PLAN &
SCHEDULE
COMPACTED FILL
SLAB ON GRADE PER
PLAN & SCHEDULE
PRECAST WALL
EXTER. PAVEMENT PER
CIVIL DWGS.8"#4 @ 18" OC
2'-0
2'-0PER SCHED. 1'-3"
PG
WALL FTG. PER PLAN &
SCHEDULE
WALL ANCHORAGE
PER PC SUPPLIER
INSULATION PER
ARCH. DWGS.
T/FTG PER PLAN T/FTG PER PLAN
T/FTG PER PLAN
T/FTG PER PLAN
T/FTG PER PLAN
T/FTG PER PLAN
OUTLINE OF WALL FTG.
BEYOND & IN FOREGROUND
#5 DOWELS @ 16" OC#5 DOWELS @ 16" OC
#5 DOWELS @ 32" OC
TYP. UNO
Foundation Section
Foundation Section
Foundation Section Foundation Section Foundation Section
T/FTG PER PLAN
T/FTG PER PLAN
FF +1'-6
2'-6"
11316"758"11316" 1'-8" FOR FROSTPROTECTIONEXTER. WALK & CURB PER
CIVIL DWGS.
GROUT ALL CORES
TO +6'-0" AFF
8" OPEN-CORE CMU
BOND BEAM
REDUCE SPACING OF
VERT. REINF. AT ELEC.
METERS TO 16" OC
SLAB ON GRADE PER
PLAN & SCHEDULE
NOTE: INCR. IN FTG. 't'
FOR FROST PROTECTION
Foundation Section
T/FTG PER PLAN
EXTER. WALK & CURB PER
CIVIL DWGS.
758" 11316"
20010
4/23/2021
PERMIT SETTHE SIGNATURECARMELCARMEL, INS514FOUNDATIONSECTIONS
10/12/21