HomeMy WebLinkAboutS5132'-8"
M
1'-8"
PER PLAN & SCHEDULEPER SCHED. VARIES 8"EQUAL EQUAL
FF +0'-0
1'-0"
2'-8"
M
1'-8"
PER PLAN & SCHEDULEPER SCHED. VARIES 8"EQUAL EQUAL
FF +0'-0
1'-0"
2'-8"
M
1'-8" 1'-0"
Foundation Section Foundation Section
Foundation Section
4"
2'-6"
11" 1'-2" 5" PER SCHED. 2'-0" UNO 8"8"
FF +4'-0
Foundation Section
2'-6"
11"8" 11" PER SCHED. 2'-0" UNO 8"Foundation Section
FF +4'-0
8"
2'-6"
11" 8" 11" PER SCHED. 2'-0" UNO 8"Foundation Section
FF +4'-0
8"
2'-6"
11"8" 11" PER SCHED. 2'-0" UNO 8"Foundation Section
FF +4'-0
PPT 6x6 WOOD POST W/
SIMPSON POST BASE
2'-6 12" UNO 1 2"SLOPE SLAB 1"
AA
1'-0"
6" 8"
AA
1'-0"
6" 8"
512"
2'-6"
11" 1'-0" 7" PER SCHED. 2'-0" UNO 8"6"
FF +4'-0
Foundation Section
1112"
4" 8"
4"2'-0" UNO 8"8"
FF +4'-0
Foundation Section
AA
1'-0"
6" 8"
PER PLAN & SCHEDULEPER SCHED. EQUAL EQUAL
2'-6"
11" 8" 11" PER SCHED. 11 2"CONCRETE PIER PER PLAN &
SCHEDULE
OVERSIZED PIER W/
#4@10" OC EW ON
FACES W/O PIER
MASONRY VENEER PER
ARCH. DWGS.
CMU BACKUP FOR
MASONRY VENEER
STEEL COLUMN PER PLAN
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
BOLLARDS PER CIVIL DWGS.
EXTER. PAVEMENT PER
CIVIL DWGS.
CONC. FDN. FOR BOLLARD
PER CIVIL DWGS.
COLUMN FTG. PER PLAN &
SCHEDULE
OVERSIZED PIER W/
#4@10" OC EW ON
FACES W/O PIER
EXTER. PAVEMENT PER
CIVIL DWGS.
CONC. FDN. FOR BOLLARD
PER CIVIL DWGS.
COLUMN FTG. PER PLAN &
SCHEDULE
T/FTG PER PLAN T/FTG PER PLAN
BOLLARDS PER CIVIL DWGS.
MASONRY VENEER PER
ARCH. DWGS.
16"x16" CMU PIER W/ (4)#6
VERT. BACKUP FOR
MASONRY VENEER
LINE OF MASONRY
COLUMN SURROUND
BEYOND
METAL SCREEN PER ARCH.
DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.FF +0'-0
EXTER. PAVEMENT PER
CIVIL DWGS.
MASONRY VENEER PER
ARCH. DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
BUMPOUT FOR MASONRY
PIER. PROVIDE SUPPLML.
#4 @ 10" OC EW
INSULATION PER
ARCH. DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE
WALL FTG. PER PLAN &
SCHEDULE
T/FTG PER PLAN
WOOD STUDS PER
PLAN & SCHEDULE
#4 @ 18" OC
2'-0
2'-0LINE OF MASONRY PIER
BEYOND
GLAZING PER ARCH. DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
INSULATION PER
ARCH. DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE
WALL FTG. PER PLAN &
SCHEDULE
#4 @ 18" OC
2'-0
2'-0#4 HORIZ. @ 10" OC
#4 DOWELS @ 18" OC
CONCRETE PIER PER
PLAN & SCHEDULE
COLUMN FTG. PER
PLAN & SCHEDULE
STEEL COLUMN PER PLAN
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
MASONRY VENEER PER
ARCH. DWGS.
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
T/FTG PER PLAN T/FTG PER PLAN
#4 HORIZ. @ 10" OC
#4 DOWELS @ 18" OC
T/FTG PER PLAN
SLAB ON GRADE PER
PLAN & SCHEDULE
#4 @ 18" OC
2'-0 2'-0SHEATHING & EXTER. FIN.
PER ARCH. DWGS.
WOOD STUDS PER PLAN &
SCHEDULE
EXTER. WALK OR LAWN-
PER CIVIL DWGS.
INSULATION PER
ARCH. DWGS.
INSULATION PER
ARCH. DWGS.
SLAB ON GRADE PER
PLAN & SCHEDULE
#4 @ 18" OC
2'-0 2'-0BUMPOUT FOR MASONRY
PIER. PROVIDE SUPPLML.
#4 @ 10" OC EW
T/FTG PER PLAN T/FTG PER PLAN
EXTEND THICKENED
SLAB AT PPT POSTS8"
COMPACTED FILL
SLAB ON GRADE PER
PLAN & SCHEDULE
SLAB ON GRADE PER
PLAN & SCHEDULE
#4 @ 18" OC
2'-0
2'-0SHEATHING & EXTER. FIN.
PER ARCH. DWGS.
WOOD STUDS PER PLAN &
SCHEDULE
INSULATION PER
ARCH. DWGS.
#4 HORIZ. @ 10" OC
#4 DOWELS @ 18" OC
COLUMN WRAP & TRIM
PER ARCH. DWGS. 2'-8" 1'-4"1'-8"
J
1'-8"
6
9" 9"
12'-614"2'-8"Foundation Section
PER PLAN & SCHEDULE
EQUAL EQUAL
Foundation Section Foundation Section
FF +0'-0
#4 STIRRUPS @
10" OC 1-SET
(4)#9 TOP & BOT.
DIAGONAL BRACES PER
BRACING ELEVATIONS
ON S300 SERIES DWGS.
DIAGONAL BRACE PER
BRACING ELEVATIONS
ON S300 SERIES DWGS.
BRACE BASE PL1 x 24 x 2'-8 W/
(6) 114 " DIA. ANCHOR RODS
PER DETAILS ON S412
GUSSET PL-REF. BRACING
ELEVATIONS ON S300 SERIES
DWGS.
1'-0" 1'-0"
BRACE BASE PL1 x 24 x 2'-8 W/
(6) 114 " DIA. ANCHOR RODS
PER DETAILS ON S412
EXTEND TIE BEAM REINF.
TO FAR SIDE OF COLUMN
FTG.
COLUMN FTG. PER
PLAN & SCHEDULE
SLAB ON GRADE PER
PLAN & SCHEDULE
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
SLAB CONSTRUCTION
JOINT PER 3/S411
FUTURE TENANT BUILDOUT
SLAB ON GRADE. EXTEND
VAPOR RETARDER FOR
MIN. 18" LAP
STEEL COLUMN PER PLAN
GUSSET PL-REF. BRACING
ELEVATIONS ON S300 SERIES
DWGS.
18'-0"
3
3
FF +0'-0
1'-0" PER SCHED. PER PLAN & SCHEDULE
EQUAL EQUAL
Foundation Section2'-8" T/W +4'-8
5'-1178"COLUMN FTG. PER
PLAN & SCHEDULE
STEEL COLUMN PER PLAN
NOTE: THE CIP RETAINING
WALL MUST BE CAST AFTER
THE STRUCTURAL STEEL HAS
BEEN ERECTED AND BRACING
CONNECTIONS COMPLETED
#4 DOWELS @ 12" OC
#4 HORIZ. @ 10" OC
#4 VERT. @ 12" OC
EXTEND TIE BEAM REINF.
TO FAR SIDE OF PIER
DAMP-PROOFING
PER ARCH. DWGS.
SURFACE FINISH - 3.0 CLASS 'A'
CFS 'ZEE' FURRING NOT
SHOWN FOR CLARITY
SLAB ON GRADE PER
PLAN & SCHEDULE
COLUMN BASE PL & ANCHOR
RODS PER DETAILS ON S412
18'-0"
6 ARCHITECT PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20010
4/23/2021
PERMIT SET ENGINEERCLIENT THE SIGNATURECARMELCARMEL, INS513FOUNDATIONSECTIONS
10/12/21