HomeMy WebLinkAbout(08) S2-301II
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NOTES:
[1] FORM TIES TO BEWITHIN 6' OF ANYJOINT.
[2] UNLESS NOTED ON PLANS, LOCATE CONTROL JOINTS AT 25' MAX.
SPACING. SEE SHEET S2-001.
[3] REFER TO ARCHITECTURAL AND SPECIFICATIONS FOR
WATERPROOFING REQUIREMENTS.
[4] DETAILS CONTROL JOINTS ON SHOP DRAWINGS.
[5] LOCATE CONSTRUCTION JOINTS AT CONTROL JOINTS.
DOWELS x 5'-0" LONG. SAME SIZE AS
WALL STEEL BUT AT TWICE THE
SPACING.
WOOD BEVEL STRIP, TYP. ABOVE
AND BELOW GRADE
3W.3WL ° RJ
3" CPR.
PICAL VERTICAL ryP'
RUSTICATION JOINT
(RJ)
PJ
(U.N.O.)
INTERSECTION OF WALL
AND SLAB
PJ
HORIZONTAL OR
VERTICAL JOINTS
NOTE: CONTINUE ALL REINFORCING BARS THROUGH JOINTS.
JOINTS AS ABOVE, UNLESS SHOWN OTHERWISE IN SECTIONS.
SECTION
F3 SCALE 3/4" = V-0"
FINISH FLOOR
EL =847'4'
SECTION
SGHLt : J/4" - l' U'
CIRCULAR
SECTION
05 SCALE: 3/4"=V-0"
1/8" SAWCUT JOINT
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NOTE:
FILL JOINTS AS REQUIRED BY
SPECIFICATIONS.
6 1/2' CONCRETE SLAB
SEE SHEET S2-101 FOR
REINFORCING
REQUIREMENTS
2 1/2' THICK RIGID INSULATION;
.a a REF. ARCH.
ALL EXPOSED CONCRETE SHALL HAVE 3/4"
CHAMFER AS DETAILED ABOVE (U.N.O.).
SECTION
F7 SCALE: 3"=1'-0"
MATCH HORIZ. REINF. SIZE
8 SPACING (TYP.)
i
NOTES:
1. SEETHE GENERAL NOTES SHEET S2-001 FOR
" REINFORCING LAP LENGTHS (TYP.)
2. SEE PLANS AND SECTIONS FOR WALL REINF. SIZE
AND SPACING (TYP.)
3. CORNER BARS IN CMU WALL ARE TO BE SIMILAR
4 ..+
Q SECTION
F8 SCALE: 3/4"=V-0"
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W O U L P EPT
ARC xrt[nrUR[ IEND i N[m IN4 ID[OSP AT i A
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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51/2" CONCRETE SLAB
1/8" RADIUS
SEE SHEET S2-101 FOR
TOOLED EDGE)
REINFORCING
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
FINISH FLOOR
ONE END OR PROVIDE PLASTIC COVER TO
PREVENT BOND
EL.=847'-4"
E
NOTE:
D
REF. DETAIL C4/ S2-301
FORADDITIONAL
Dow
T,
INFORMATION NOT
SHOWN
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PODIUM CONCRETE SLAB; REF.
n,
GARAGE DRAWINGS
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;1 SECTION
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SCALE : 3/4" = V-0"
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Issuances:
DEawenoN
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
FOUNDATION DETAILS
RELEASED FOR CDNSTRl1CTIDNINTROL JOINT DETAIL
Subject to compliance with all regulations
of State and Local Codes
City of Carried
DATE: 10/31/19
S2=301