HomeMy WebLinkAboutSP-402-FOUNDATION-DETAILS-Rev.2(4) #5 CONT.
1' - 0"1' - 0"1' - 0"
1' - 0"
#4 VERT. DOWELS
@ 12" O.C.
EXTEND 2'-6" INTO
WALL BELOW
RUSTICATION JOINT
KEY11/2"2' - 0"
*
CONT. DRAINAGE TILE
#5 VERT. DOWELS EACH FACE
MATCH VERT. REINFORCING
SPACING
#5 @ 12" O.C.
VERT. O.F.#6 @ 12" O.C.
VERT. I.F.
#4 @ 12" O.C.
HORIZ. EA. FACE
TOP / PODIUM SLAB
SEE PLAN (846'-0")
TOP / SLAB ON GRADE
SEE PLAN (833'-8")
TOP / FOOTING
SEE PLAN
SLAB ON GRADE. SEE
PLAN FOR THICKNESS
AND REINFORCING
DROP PANEL BEYOND
1' - 0"2'-6"MIN.2'-0"SEEPLAN3"12'-4"1'-0"1'-11/2"2'-0"SEE PLANS AND BEAM
SCHEDULE FOR BEAM
SIZE AND REINFORCING
(4) #5 CONT.
1' - 0"
#4 VERT. DOWELS @
12" O.C. EXTEND 2'-6"
INTO WALL BELOW
RUSTICATION JOINT
KEY11/2"2' - 0"
*
CONT. DRAINAGE TILE
#5 VERT. DOWELS EACH FACE
MATCH VERT. REINFORCING
SPACING
#5 VERT.
@ 12" O.C.#6 @ 12" O.C.
VERT. I.F.
#4 @ 12" O.C.
HORIZ. EA. FACE
TOP / PODIUM SLAB
SEE PLAN (846'-0")
TOP / SLAB ON GRADE
SEE PLAN (833'-8")
TOP / FOOTING
SEE PLAN
SLAB ON GRADE. SEE
PLAN FOR THICKNESS
AND REINFORCING
DROP PANEL BEYOND
SEEPLAN1' - 0"2'-6"MIN.2'-0"3"12'-4"1'-0"1'-11/2"1' - 0"
#5 @ 12" O.C.
VERT. O.F.
TOP / BRICK LEDGE VARIES
SEE PLAN
BRICK FACADE AT EXPOSED WALLS
SEE ARCH. DWGS FOR REQUIREMENTS
GRADE
SEE CIVIL DWGS.
1' - 0"1' - 6"
6"
6"2'-0"SEE PLANS AND BEAM
SCHEDULE FOR BEAM
SIZE AND REINFORCING
#4 HORIZ.
@ 12" O.C.
(4) #5 CONT.
1' - 0"1' - 0"
1' - 0"KEY11/2"2' - 10"
*
CONT. DRAINAGE TILE
#5 VERT. DOWELS EACH FACE
MATCH VERT. REINFORCING
SPACING
#5 @ 12" O.C.
VERT. O.F.#6 @ 12" O.C.
VERT. I.F.
#4 @ 12" O.C.
HORIZ. EA. FACE
TOP / PODIUM SLAB
SEE PLAN (846'-0")
TOP / SLAB ON GRADE
SEE PLAN (833'-8")
TOP / FOOTING
SEE PLAN
SLAB ON GRADE. SEE
PLAN FOR THICKNESS
AND REINFORCING
DROP PANEL BEYOND
SEEPLAN1' - 0"MIN.2'-0"3"12'-4"1'-0"1'-11/2"4'-0" ALONG LINE "N"
5' - 2"
SIDEWALK
SEE CIVIL
9"2'-0"x12'-0"WIDEOPENING4'-0"6"5'-51/2"101/2"MIN.3'-0"1'-0"3' - 0"
1' - 0"1' - 0"
(4) #5 CONT.
FAN AND DUCTWORK
SEE MECH. DWGS.
#5 @ 12" O.C.
VERT. O.F.
#4 @ 12" O.C.
HORIZ. EA. FACE
#5 @ 12" O.C.
VERT. O.F.
ALUMINUM GRATING FRAME BY
GRATING MANUFACTURER WITH
POWDER COATING FOR SURFACE
IN CONCTACT WITH THE
CONCRETE (TYP. ALL 3 WALLS)
1' - 0"
1 1/2" ALUMINUM GRATING. ALL PANELS
SHALL BE BANDED PER MANUFACTURERS
RECOMENDATIONS AND ATTACHED TO
EMBEDED FRAME USING MANUFACTURERS
TYPICAL FASTENING SYSTEM. SEE ARCH.
DWGS. AND SPECS FOR ACTUAL GRATING
REQUIREMENTS (TYP.)
NOTE:
1. INTERIOR DIMENSIONS OF AREAWELL
ARE 6'-0" WIDE x 14'-0" LONG
2. SEE PLUMBING DRAWINGS FOR DRAIN
LOCATION. SLOPE BOTTOM SLAB TO DRAIN.7'-41/2"9'-5"(2) #6 CONT. TOP
#3 TIES @ 9" 0.C. FOR
OPENING WIDTH +
18" BEYOND EACH
END OF OPENING
1' - 0"
3' - 0"
2' - 0"
SEE PLANS AND BEAM
SCHEDULE FOR BEAM
SIZE AND REINFORCING
2' - 6"
2' - 0"
(4) #6 CONT.
#4 U-SHAPED TIES @ 12" O.C.
EXTERIOR FACE OF
BASEMENT WALL BEYOND
10"
BRICK FACADE. SEE
ARCH. DWGS.1'-6"(2) #6 CONT. BOTTOM
1'-4"2'-4"T/S.O.G.
SEE PLAN
SLAB ON GRADE
FIELD BEND VERT. BARS
2'-0" INTO S.O.G.1'-0"5'-0"VERIFYWITHELEVATORSUPPLIER3' - 10"
30"x30"x36" DEEP SUMP PIT.
COORDINATE LOCATION
WITH PLUMBING
8" THICK CONCRETE
WALL (TYP.)#5@12" O.C. TYP.
CENTERED IN WALL
BENTONITE
WATERSTOP TYP.
FULL PERIMETER OF
ELEVATOR PIT
SEE PLAN
#5 DOWELS AT 32" O.C. TYP.
MIN. UNLESS NOTED OTHERWISE
#5@12" O.C.
TOP & BOTTOM
HOOK E.E.
2' - 6"
TYP.
1' - 6"
ELEVATOR
GUIDE RAIL
BY
OTHERS
(TYP.)
PROVIDE (4) CELLS
GROUTED SOLID
WITH #5 VERTICALS
AT EACH ELEVATOR
GUIDE RAIL LOCATION
8" CMU ELEVATOR
SHAFT WALL
REINFORCING IN CMU WALL
@ ELEVATOR GUIDE RAILS
PERIMETER WATER
PROOFING PER ARCH.
T/PIT SLAB
SEE PLAN
VERIFY SIZE AND EXACT
LOCATION OF SUMP PIT WITH
MECH.#4 AT 12" EA. WAY2"T/S.O.G.
SEE PLAN
SLAB ON GRADE
FIELD BEND VERT. BARS
2'-0" INTO S.O.G.10"5'-0"MATCHADJACENTELEVATORPIT8" THICK CONCRETE
WALL (TYP.)
#5@12" O.C. TYP.
CENTERED IN WALL
BENTONITE
WATERSTOP TYP.
FULL PERIMETER OF
STAIR PIT
SEE PLAN
#5 DOWELS AT 32" O.C. TYP.
MIN. UNLESS NOTED OTHERWISE
#5@12" O.C.
TOP & BOTTOM
HOOK E.E.
TYP.
1' - 6"
PERIMETER WATER
PROOFING PER ARCH.
T/PIT SLAB
SEE PLAN 2"FINISH FLOOR
ELEV. = 833'-8"
FUTURE SLAB FOR BLDG'S.
#1 & #4
FIELD BEND #4 VERTICAL
BARS 3'-6" INTO S.O.G.
AFIELD BEND #4 VERTICAL
BARS 3'-6" INTO S.O.G.
(4) #5 CONT.
FINISH FLOOR
ELEV. = 831'-8"
#5 @ 12" O.C. (TYP.)SEEPLAN3' - 0"
FINISH FLOOR
ELEV. = 833'-8"
A
(4) #5 CONT.
FINISH FLOOR
ELEV. = 831'-8"#5 @ 12" O.C.
EACH WAY
EACH FACE (TYP.)
SEE PLANS FOR
SLAB THICKNESS
AND REINFORCING
CMU PARTITION WALL OR
CONCRETE SHEAR WALL.
SEE ARCH. DWGS. FOR
CMU WALL INFORMATION
FUTURE SLAB - SEE
BLDG'S. #1 & #4
1/2" EXPANSION JOINT MATERIAL
EACH SIDE OF WALL (TYP.)SEEPLAN3' - 0"
4454 Idea Center Blvd
Dayton, OH
45430-1500
937.461.5660
Fax: 937.461.0743
Proj. No.:
Date:
Revisions:
Sheet Name:
REV DESCRIPTION DATE
1/30/18
BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt7/11/201811:14:52AMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana46032074904
FOUNDATION
DETAILS
SP-402
SCALE : 3/4" = 1'-0"1 TYPICAL BASEMENT WALL
SCALE : 3/4" = 1'-0"2 TYPICAL BASEMENT WALL W/ BRICK LEDGE
SCALE : 3/4" = 1'-0"3 TYPICAL AREA WELL
SCALE : 1/2" = 1'-0"4 SECTION AT ELEVATOR PIT
SCALE : 1/2" = 1'-0"5 SECTION AT STAIR WELLS
SCALE : 3/4" = 1'-0"6 SECTION AT DRIVE LANES
SCALE : 3/4" = 1'-0"7 SECTION
2 2
2
2
2
2
0 Issued For Foundation Permit 01/30/18
1 Issued For Garage Permit 02/22/18
2 Peer Review Modifications 07/11/18