HomeMy WebLinkAboutS5111'-8"
10
1'-0"
2'-6"
11" 1'-2" 5" PER SCHED. 2'-0" UNO 8"8"
1'-8"
10
1'-2"
2'-6"
11" 8" 11" PER SCHED. 2'-0" UNO 8"6"
1'-8"
10
1'-0"
PER PLAN & SCHEDULEPER SCHED. 2'-0" UNO 8"8"
EQUAL EQUAL
3'-1"
10
1'-0"
PER PLAN & SCHEDULEPER SCHED. 2'-0" UNO 8"8"
EQUAL EQUAL
12 PER SCHED.1'-0"8" 8"
PER PLAN &
SCHEDULE
3'-1"
10
9"PER SCHED. 2'-0" UNO 8"11"
12
8" 8"
11
9"
PER PLAN & SCHEDULE
EQUAL EQUAL
914"
2 1'-2" 3'-4" 8"1'-4"3'-6"
11"8" 1'-11"
914"
2 3'-4" 8"1'-4" 914"
2
3'-4" 8"1'-4" 2'-4" 2'-4"2'-8" C
REINF. FOR 2 FTGS. OVERLAPS
FF +0'-0 FF +0'-0 FF +0'-0
FF +0'-0 FF +4'-0 FF +4'-0 FF +4'-0
FF +4'-0
FF +0'-0
FF +0'-0 FF +0'-0
FF +0'-0
2'-2" 2'-2" 2'-2" 2'-2"
2'-2"
914"
2 3'-4" 8"1'-4" 2'-4" 2'-4"2'-8" FF +4'-0
FF +0'-0
2'-8" 1'-4"1'-8"
D
1'-8"
NOTE: PLACE FTG. REINF. FIRST
TIE BEAM REINF. ALONG '2'
SECOND & TIE BEAM REINF.
ALONG 'D' LAST
6
8"
Foundation Section Foundation Section
Foundation Section Foundation Section
Foundation Section
Foundation Section
PER PLAN & SCHEDULE
EQUAL EQUAL
Foundation Section Foundation Section
PER PLAN & SCHEDULE
EQUAL EQUAL
PER PLAN & SCHEDULE
EQUAL EQUAL2'-8"2'-8"2'-8"Foundation Section Foundation Section Foundation Section Foundation Section
PER PLAN & SCHEDULE
EQUAL EQUAL
11
9"
NOTE: THE CIP RETAINING
WALL MUST BE CAST AFTER
THE STRUCTURAL STEEL HAS
BEEN ERECTED AND BRACING
CONNECTIONS COMPLETED
NOTE: THE CIP RETAINING
WALL MUST BE CAST AFTER
THE STRUCTURAL STEEL HAS
BEEN ERECTED AND BRACING
CONNECTIONS COMPLETED
NOTE: THE CIP RETAINING
WALL MUST BE CAST AFTER
THE STRUCTURAL STEEL HAS
BEEN ERECTED AND BRACING
CONNECTIONS COMPLETED
8"
SLAB ON GRADE PER
PLAN & SCHEDULE
STEEL POST PER PLAN
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
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
MASONRY VENEER PER
ARCH. DWGS.
BUMPOUT FOR MASONRY
PIER. PROVIDE SUPPLML.
#4 @ 10" OC EW
SLAB ON GRADE PER
PLAN & SCHEDULE
#4 @ 18" OC
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
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
LINE OF MASONRY PIER
BEYOND
#4 HORIZ. @ 10" OC
#4 DOWELS @ 18" OC
GLAZING PER ARCH. DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
MASONRY VENEER PER
ARCH. DWGS.
BUMPOUT FOR MASONRY
PIER. PROVIDE SUPPLML.
#4 @ 10" OC EW
STEEL COLUMN PER PLAN
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
CONCRETE PIER PER PLAN &
SCHEDULE
COLUMN FTG. PER PLAN &
SCHEDULE COLUMN FTG. PER PLAN &
SCHEDULE
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
COLUMN WRAP & TRIM
PER ARCH. DWGS.
ENCASE BASE PL & ANCHOR
RODS IN CONC. AFTER
STEEL ERECTION
CONCRETE PIER PER PLAN &
SCHEDULE
COLUMN FTG. PER PLAN &
SCHEDULE
CFS STUDS & SHEATHING
STEEL COLUMN PER PLAN
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
STEEL COLUMN PER PLAN
CONCRETE PIER PER PLAN &
SCHEDULE
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
COLUMN WRAP & TRIM
PER ARCH. DWGS.
ENCASE BASE PL & ANCHOR
RODS IN CONC. AFTER
STEEL ERECTION
STEEL COLUMN PER PLAN
COLUMN FTG. PER PLAN &
SCHEDULE
CONCRETE PIER PER PLAN &
SCHEDULE
STEEL POST PER PLAN
POST BASE PL & ANCHOR
RODS PER DETAILS ON
S412
REINF. FOR 2 FTGS. OVERLAPS
WALL FTG. PER PLAN &
SCHEDULE
SEE 1/S511 FOR BAL.
OF INFORMATION
SLAB ON GRADE PER
PLAN & SCHEDULE
2'-0 2'-0CFS STUDS & SHEATHING
(6)#5 x CONTIN.
FUTURE TENANT BUILDOUT
SLAB ON GRADE
FF +0'-0
#4 @ 18" OC
2'-0
2'-011 2" CL2" CL
0"2" CLSTEEL COLUMN PER PLAN
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
SEE 6/S511 FOR BAL.
OF INFORMATION
OUTLINE OF 52" x 32" CONC.
TIE BEAM BEYOND
SEE 6/S511 FOR BAL.
OF INFORMATION
#4 STIRRUPS @ 10" OC
2-SETS
2" CL2" CL 2" CL3" CL0"(6)#9 TOP & BOTTOM
DIAGONAL BRACE PER
BRACING ELEVATIONS ON
S300 SERIES DWGS.
STEEL COLUMN PER PLAN
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
OUTLINE OF 32" x 32" CONC.
TIE BEAM FOREGROUND
COLUMN FTG. PER PLAN &
SCHEDULE
COLUMN FTG. PER PLAN &
SCHEDULE
52" x 32" CONC. TIE BEAM.
EXTEND REINF. TO FAR SIDE
OF COLUMN FTG. TYP UNO
GUSSET PL-REF. BRACING
ELEVATIONS ON S300 SERIES
DWGS.
OUTLINE OF 52" x 32" CONC.
TIE BEAM IN FOREGROUND
SEE 6/S511 FOR BAL.
OF INFORMATION
DIAGONAL BRACES PER
BRACING ELEVATIONS ON
S300 SERIES DWGS.
GUSSET PL-REF. BRACING
ELEVATIONS ON S300
SERIES DWGS.
GUSSET PL-REF. BRACING
ELEVATIONS ON S300
SERIES DWGS.
32" x 32" CONC. TIE BEAM.
EXTEND REINF. TO FAR SIDE
OF COLUMN FTG. TYP UNO
#4 STIRRUPS @
10" OC 1-SET
(4)#9 TOP & BOT.2" CL3" CL DIAGONAL BRACES PER
BRACING ELEVATIONS ON
S300 SERIES DWGS.
NOTE: PLACE FTG. REINF. FIRST
TIE BEAM REINF. SECOND
STEEL COLUMN PER PLAN
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
GUSSET PL-REF. BRACING
ELEVATIONS ON S300 SERIES
DWGS.
32" x 32" CONC. TIE BEAM.
EXTEND REINF. TO FAR SIDE
OF COLUMN FTG. TYP UNO
T/FTG PER PLAN T/FTG PER PLAN T/FTG PER PLAN
T/FTG PER PLAN
T/FTG PER PLAN
T/FTG PER PLAN T/FTG PER PLAN T/FTG PER PLAN
T/FTG PER PLAN T/FTG PER PLAN T/FTG PER PLAN
#4 x 3'-0 @ 18" OC
FUTURE TENANT BUILDOUT
SLAB ON GRADE
#4 DOWELS @ 12" OC
#4 HORIZ. @ 10" OC
#4 VERT. @ 18" OC
DAMP-PROOFING
PER ARCH. DWGS.
COMPACTED FILL
2" CL 2" CL3" CL 2" CL ARCHITECT PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20010
4/23/2021
PERMIT SET ENGINEERCLIENT THE SIGNATURECARMELCARMEL, INS511FOUNDATIONSECTIONS
10/12/21