HomeMy WebLinkAbout(08) S3-301u
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1/8" SAW CUT JOINT
x 1°
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U 4" CONCRETE SLAB
3 n SEE SHEET 83-101 FOR
y ¢ REINFORCING
REQUIREMENTS
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FINISH FLOOR
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EL=847'-4"
— — — — I
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d ° 4" THICK RIGID INSULATION; REF.
.e . ARCH.
x PODIUM CONCRETE SLAB; REF.
GARAGE DRAWINGS
NOTE:
FILL JOINTS AS REQUIRED BY
SPECIFICATIONS.
SECTION
SCALE: 3/4" = V-0"
EXTERIOR FACE OF STUD WALL,
(BEYOND); ALIGN EDGE OF SLAB; REF. ARCH.
ARCHITECTURAL STOREFRONT
GLAZING WHERE OCCURS;
REF.ARCH.
1/2" EXPANSION JOINT MATERIAL
EXTERIOR FLATWORK OR FINISH
GRADE; REF. ARCH. AND CIVIL
DRAWINGS
FIRST FLOOR J
ELEV=PER PLAN -
PODIUM SLAB Tfl
REF. GARAGE DRAWINGS
3" 5"
PODIUM SLAB;
REF. GARAGE DRAWINGS
8"
24
#4 BENT BAR EPDXIED DOWELS
AT 24" O.C. WITH 5" EMBEDMENT
RETAIL FLOOR SLAB PER PLAN
— INSULATION, REFERENCE ARCH. DRAWINGS
(2) #4 CONT.
PODIUM SLAB: (TYPICAL)
RELEASED FOR CONSTRUCTION REF. GARAGE D RAW I N G S
Subject to compliance with all regulations
of State and Local Codes
City of Carmel
',"1
DATE: 10/31/19
4" CONCRETE SLAB
SEE SHEET S3-101 FOR 1/8" RADIUS
REINFORCING (TOOLED EDGE)
REQUIREMENTS 3(4" DIA. x 2'-0" SMOOTH DOWELS AT 24" O.C.
CENTERED ON JOINT AND PLACED AT SLAB
MID -DEPTH. GREASE COAT AND WRAP ON
ONE END OR PROVIDE PLASTIC COVER TO
FINISH FLOOR PREVENT BOND
EL.=847'-4"
NOTE:
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r
SECTION
SCALE: 3/4" = V-0"
REF. DETAIL F1 / S3-301
FOR ADDITIONAL
INFORMATION NOT
SHOWN
PODIUM CONCRETE SLAB; REF.
GARAGE DRAWINGS
EO EO
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PLAN
ED T
ED = EDGE DISTANCE:
AB-1 = 2"
I~ CENTERLINE COLUMN
CENTERLINE FOOTING,
U.N.O.
(2)#4x4'-0"AT BLOCKOUT
CORNERS NOT
INTERSECTED BY
CONTROL JOINT
--
5/16
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— COLUMN BASE PLATE
ATWBCOL-1"xlTxi'-3"
AT WI4 COL. -2'k24"x2'-0" w I
I
SLAB BLOCKOUT
3/4" DIA. ADHESIVE
ANCHOR EMBED 6"MIN.
FILL IN SLAB FOR SLAB 2" NON SHRINK GROUT
BLOCKOUT
1/8" EXPANSION JOINT
MATERIAL FULL
PERIMETER OF ALL
BLOCKOUTS
PODIUM SLAB
At
4 IilulJl rd
1 IILIII as "
BASE PLATE AB•1
SCALE : 3/4" = 1'-0"
NOTE:
IF OVERSIZED BOLT HOLES ARE USED IN BASE
PLATE, PROVIDE PLATE WASHERS. OVERSIZED
HOLES SHALL NOT EXCEED 2 TIMES THE BOLT
DIAMETER.
CONCRETE DROP PANEL
PER GARAGE DRAWINGS
CONCRETE COLUMN
PER GARAGE DRAWINGS
w
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ED=EDGE DISTANCE: ED
AB-2=2" PLAN
FILL IN SLAB FOR SLAB
BLOCKOUT
1/80 EXPANSION JOINT MATERIAL FULL
PERIMETER OF ALL
BLOCKOUTS Jl—
BASE PLATE AB•2
SCALE : 3/4" = 1'-0"
----------
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II I
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(2)#4x4'4)" AT BLOCKOUT
CORNERS NOT
INTERSECTED BY
CONTROL JOINT
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5116
I
COLUMN BASE PLATE
AT HSS 5x5: 1"x 13" x V-1"
I
SLAB BLOCKOUT
- HSS COLUMN
PER PLAN
3/4" DIA. ADHESIVE ANCHOR
EMBED 6" MIN.
- 2" NON SHRINK GROUT
CONCRETE PODIUM SLAB
PER GARAGE DRAWINGS
NOTE
IF OVERSIZED BOLT HOLES ARE USED IN BASE
PLATE, PROVIDE PLATE WASHERS. OVERSIZED
HOLES SHALL NOT EXCEED 2 TIMES THE BOLT
DIAMETER.
74,E
WOOLG ERT
MCNITECTNE IENDINEEIINojDECWiTIAL
7635 Interactive Way
Suite 100
O Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
DEaweaoN
Prom. No.: 074904
Date: 10/12/18
Sheet Name:
FOUNDATION DETAILS
S3=301