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1'-8"
TA
8"
2'-6"
11"8" 11" PER SCHED. 2'-0" UNO 8"8"
FF +0'-0 FF +0'-0
1'-4" 1'-8"
A
1'-0"
2'-6"
11"1'-2" 5" PER SCHED. 2'-0" UNO 8"8"
FF +0'-0
2'-2"
4"
PER PLAN & SCHEDULE
EQUAL EQUAL PER SCHED. 2'-0" UNO 8"1'-0"
K
PER PLAN & SCHEDULEPER SCHED. 3'-4" UNO 8"EQUAL EQUAL
FF +0'-0
2'-2" 1'-0"
K
FF +0'-0
2'-2"PER SCHED. 3'-4" 8"2'-6"
11"8" 11"
Foundation Section Foundation Section Foundation Section
Foundation Section Foundation Section
3
1'-4"1'-4"FF +0'-0
9'-6"
8" 1'-0" 1'-4" FF +0'-0 4'-8"5'-0"-V'FY. W/ ARCH. DWGS. 8"
3
8"
FF +0'-0
1'-0"
T/W +4'-8
4'-0"
1'-0" 8" 2'-4" 1'-2" 8"
T/W +4'-8
6'-0"1'-0"8"
E.3
8"
FF +0'-0
1'-0"
1'-0" 8" REF. ARCH. DWGS.
8"
T/W +4'-8
6'-0"1'-9" AT STAIRWELL 1'-9" AT STAIRWELL
REF. ARCH. DWGS.
4"
11"
3
8"
FF +0'-0
1'-0" PER SCHED. 8"
T/W +4'-8
6'-0"PER PLAN & SCHEDULE
EQUAL EQUAL
3
8"
FF +0'-0
1'-0"
4'-0"
1'-0"8" 2'-4" 1'-2" 8"
T/W +4'-8
6'-0"11" 5'-6" (6) EQ. TREADS-V'FY W/ ARCH. 1'-4" 4'-0" (7) EQ. RISERS-V'FY W/ ARCH. 8"NOTE: THE CIP RETAINING
WALL MUST BE CAST AFTER
THE STRUCTURAL STEEL HAS
BEEN ERECTED AND BRACING
CONNECTIONS COMPLETED
Foundation Section Foundation Section
Foundation Section
Foundation Section
Foundation Section
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
MASONRY VENEER PER
ARCH. DWGS.
CONCRETE PIER PER PLAN &
SCHEDULE
COLUMN FTG. PER PLAN &
SCHEDULE
T/FTG PER PLAN
STEEL COLUMN PER PLAN
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
LINE OF MASONRY PIER
BEYOND
GLAZING PER ARCH. DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
INSULATION PER
ARCH. DWGS.
WALL FTG. PER PLAN &
SCHEDULE
LINE OF COLUMN FTG.
BEYOND
SLAB ON GRADE PER
PLAN & SCHEDULE
#4 @ 18" OC
2'-0 2'-0EXTER. WALK OR LAWN-
PER CIVIL DWGS.
MASONRY VENEER PER
ARCH. DWGS.
CFS STUDS & SHEATHING
INSULATION PER
ARCH. DWGS.
BUMPOUT FOR MASONRY
PIER. PROVIDE SUPPLML.
#4 @ 10" OC EW
#4 HORIZ. @ 10" OC
#4 DOWELS @ 18" OC
STEEL COLUMN PER PLAN
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
CONCRETE PIER PER PLAN &
SCHEDULE
COLUMN FTG. PER PLAN &
SCHEDULE
SLAB ON GRADE PER
PLAN & SCHEDULE SLAB CONSTRUCTION
JOINT PER 3/S411
FUTURE TENANT BUILDOUT
SLAB ON GRADE. EXTEND
VAPOR RETARDER FOR
MIN. 18" LAP
INSULATION PER
ARCH. DWGS.
WALL FTG. PER PLAN &
SCHEDULE
WALL FTG. PER PLAN &
SCHEDULE
T/FTG PER PLAN
T/FTG PER PLANT/FTG PER PLAN
CFS STUDS & SHEATHING CFS STUDS & SHEATHING
SHEATHING & EXTER. FIN.
PER ARCH. DWGS.
SHEATHING & EXTER. FIN.
PER ARCH. DWGS.
#4 VERT. @ 18" OC
#4 HORIZ. @ 10" OC
#4 @ 18" OC
2'-0
2'-0EXTER. WALK OR LAWN-
PER CIVIL DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULESLAB CONSTRUCTION
JOINT PER 3/S411
FUTURE TENANT BUILDOUT
SLAB ON GRADE. EXTEND
VAPOR RETARDER FOR
MIN. 18" LAP
INSULATION PER
ARCH. DWGS.
#5 @ 12" OC EW
TOP & BOTTOM
COMPACTED FILL
FOUNDATION DRAIN
EXTER. SLAB ON GRADE
PER CIVIL DWGS. SLOPE
TO DRAIN
12" ISOLATION JOINT W/
SEALANT
SURFACE FINISH - 3.0 CLASS 'A'
34" CHAMFER, TYP. UNO
CFS STUDS & SHEATHING
CFS 'ZEE' FURRING &
RIGID INSULATION PER
ARCH. DWGS.
CONC. STAIRS ON GRADE
W/ NON-SLIP FINISH PER
CIVIL DWGS. & SPECS
7'-0"
EXTER. WALK - PER CIVIL
DWGS.
34" CHAMFER, TYP. UNO GUARDRAIL & HANDRAILS
PER ARCH. DWGS.
CONC. STAIRS ON GRADE
W/ NON-SLIP FINISH PER
CIVIL DWGS. & SPECS
INTER. CFS STUDS & GWB
PER ARCH. DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE SLAB CONSTRUCTION
JOINT PER 3/S411
FUTURE TENANT BUILDOUT
SLAB ON GRADE. EXTEND
VAPOR RETARDER FOR
MIN. 18" LAP
FOUNDATION DRAIN
#4 DOWELS @ 12" OC
#4 HORIZ. @ 10" OC
#4 VERT. @ 12" OC
#4 x 3'-0 @ 12" OC
(6)#5 x CONTIN.
SEE 3/S515 FOR BAL.
OF INFORMATION
COLD-JOINT WATERSTOP
EXTER. RAMP ON GRADE
PER CIVIL DWGS.
FOUNDATION DRAIN
DAMP-PROOFING
PER ARCH. DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
CFS 'ZEE' FURRING &
RIGID INSULATION PER
ARCH. DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
SHEATHING & EXTER. FIN.
PER ARCH. DWGS.
FLASHING PER ARCH. DWGS.
SHEATHING & EXTER. FIN.
PER ARCH. DWGS.
FLASHING PER ARCH. DWGS.
GUARDRAIL & HANDRAILS
PER ARCH. DWGS.
SITE RETAINING WALL,
GUARDRAIL, PAVEMENT
OR LAWN PER CIVIL &
LANDSCAPE DWGS.
COLD-JOINT WATERSTOP
SLAB ON GRADE PER
PLAN & SCHEDULE
SLAB ON GRADE PER
PLAN & SCHEDULE
STEEL COLUMN PER PLAN
SEE 3/S515 FOR BAL.
OF INFORMATION
COMPACTED FILL
COMPACTED FILLCOMPACTED FILL
CFS 'ZEE' FURRING &
RIGID INSULATION PER
ARCH. DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE
SURFACE FINISH - 3.0 CLASS 'A'
COLUMN FTG. PER
PLAN & SCHEDULE
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
DOOR SILL DETAIL PER
ARCH. DWGS.
INSULATION PER
ARCH. DWGS.ARCHITECT PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20010
4/23/2021
PERMIT SET ENGINEERCLIENT THE SIGNATURECARMELCARMEL, INS512FOUNDATIONSECTIONS
10/12/21