HomeMy WebLinkAboutSHEET S302 - Shoppes on Main Retail Building (Carmel, IN) 18INTERIOR
0 IN
EXP JT.
C
FLANGE C
HSS COLUMN F.,,
PLAN EXTERIOR
BLOCK OUT TO BE LARGE ENOUGH TO
ACCOMMODATE BASE PLATES AND BRACES
IF SLAB IS PLACED BEFORE STEEL IS ERECTED
TYPICAL COLUMN ISOLATION JOINTS
NO SCALE
WALL PER PC
FIN. GRADE PI
T/
PER PLAN
EXTERIOR WAL
FOOTING PER
FIN. FLR. EL.,�
PERR PLAN
T/FTG. EL.
PER PLAN
INTERIOR WALL
FOOTING PER PLAN
TYPICAL FOOTING TRANSITION DETAIL
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carmel
DATE: 06/17/19
CONSTRUCTION JOINT
1 /8"(t) SOFF—CUT SAWN JOINT
_ o
3/4"0 X 16" LONG SMOOTH PLACE CONTROL JOINTS AT A
DOWEL 0 12' O.C. COAT MAXIMUM SPACING OF 3 x D
OR PROVIDE SLEEVE ONE IN FEET (WHERE D = SLAB
END TO PREVENT BOND. DEPTH IN INCHES)
CONSTRUCTION JOINT CONTROL JOINT
TYPICAL SLAB ON GRADE JOINTS
NO SCALE
FINISH FLOOR
SOFT OR UNSUITABLE SOIL
NOTES:
1. Dt IS DEPTH TO SUITABLE SOILS.
2. CONTRACTOR IS RESPONSIBLE FOR COMPLYING
WITH OSHA AND OTHER AGENCY REGULATIONS.
TYPICAL FOOTING UNDERCUT DETAIL
TYPICAL wnu FOOTING
3 #5 X 6'-0"
PIPE BY PLUMBER
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144
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n
2 ' i - 4, °,
L 3 #5
1
TYPICAL PIPE THRU FOOTING DETAIL
FOOTING AND
REAP. PER F
D
°
P
a
:
q
od
J
1
2
PROVIDE BARS OF SAME SIZE AND
QUANTITY AS TYPICAL FOOTING 3-0
TYPICAL FOOTING STEP DETAIL
REINFORCING BAR
LAP SPLICE SCHEDULE
CONCRETE CONSTRUCTION
BAR SIZE
LAP LENGTH
CLASS A
CLASS B
COMPRESSION
#3
1'-4"
1'-10"
1'-0"
#4
1'-10"
2'-4"
1'-3"
#5
2'-3"
3'-0"
1'-7"
#6
2'-91.
3'-81.
1'-II"
#7
4'-0"
5'-2"
2'-3"
#8
4'-81,
6'-0"
2'-6"
#9
5'-2"
6'-8"
2'-10"
SCHEDULE NOTES:
1. PROVIDE (AP SPLICES AS SHOWN ABOVE UNLESS LONGER
LAPS ARE INDICATED ON THE DRAWINGS.
2. PROVIDE CLASS B SPLICE UNLESS CLASS A OR COMPRESSION
SPLICE IS CALLED FOR IN DETAILS.
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STATE SUBMITTAL
APRIL 10, 2019
18148
S302