HomeMy WebLinkAboutSHEET S201 - Shoppes on Main Retail Building (Carmel, IN) 15O�
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City
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DATE: \\ 06/17/19
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1 - " 8"-0" 10'-5' 11 -1t.2 37'-B" 4 '-10" 24"-10-" 10'-Op, 1
S.F BRICK
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I I I I I I
S301 IN 5301
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BRICK 3 L-28" FPS 3 1
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BRICK 5 5
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11 -12 1 3T 8" 1 45'-10" 1
1- .
92'-3z' 37'-2�
1
11 150'-3"
FOUNDATION PLAN
SCALE: 1/8"1'-011
GENERAL NOTES:
L SEE S102 FOR CONCRETE PRO FOUNDATION
NOTES.
2, FINISH STAB ELEVATION = 101i (UMLO)
SEE CIVIL DRAWINGS FOR USGS ELEVATIONS.
3. TOP OF FOOTINGS = 98'-8" (o.NO)
4. EXTERIOR FOOTING SHALL BUR AT OR BELOW
FROST UNE. FOUNDATION DRAWINGS PRE
BASED ON A BNAL GRADE WITHIN 5 OF THE
FINISHED SIAB ELEVATION.
5. COORDINATE LOCH➢ON AND SIZE OF OPENINGS
IN WALLS WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
6. CONCRETE CONTRACTOR TO COORDINATE WITH
ARCHITECTURAL & EQUIPMENT SUPPLIERS/
INSTALLERS FOR ALL IN -GROUND OR
UNDERS.C) EQUIPMENT (FLOOR DWJNB/SIKKS,
FTC.)
7. STUD SUPPLIER MUST RETAIN SPECIALTY
STRUCTURAL ENGINEER TO DESIGN ALL STUDS
AND CONNECTIONS TO FOUNDATION.
KEY NOTES:
5 CONC. SUB DEEP, W/ 6x6-W1.4xW1.4 WAR
O1 ON 10 MIL VAPOR -MAT" UNDERSUB VAPOR
BARRIER BY W.R. MEADOWS SULTIGHT OVER 6'
MIN. COMPACTED STONE BASE
OSEE ARCH. & CIVIL DRAWINGS FOR EXTENTS OF
SITE CONCRETE
3 SAW CUT CONTROL JOINTS IN SUB (SEE DETAIL
SHT S302)
O4 COLUMN ISOLATION JOINT (SEE DETAIL OUT. S302)
OEDGE OF T➢RNED-DOWN STAB AT EXTERIOR
O4' CMU (SEE SECS. FOR REINS)
WALL FOOTING SCHEDULE
MARK
SIZE (W x D)
REINFORCING
WF2
2'-0' x 2'-0'
(2) #5
REINFORCING INDICATED SHALL BE BOTTOM U.N.O.
COLUMN FOOTING SCHEDULE
MARK
SIZE
REINFORCING
F1
6'-0"x9'-O"x 2'-0"
#6 0 12" OC,
F2
3'-6'x3'-6°x V-0"
(3) #4
F7
4' 0"x4' O'x 2' 0"
(5) #5
F4
4'-0" x 4'-0" x 2'-0"
(5) #5
Fob
4'-6' x K-6" x I'-0"
(4) j)6
FS
5'-0' x 5'-0" x T-O'
(6) #5
FSS
5'-6" x 5'-6" x V-0"
(5) #6
INS
6'-0" x 6'-C" x 2'-0"
(6) #5
FSb
6'-6' x 6'-6" x I'-0"
(6) j)6
F7
7'-0" x 7•-0' x 2•-0"
(6) #7
F71
7'-6' x 7'-6" x 1' 6"
(6) j)7
Fill
8'-0' x 8'-0' x 2'-0"
(11) #6
FSS
8'-6" x 8'-6" x 1'-6"
me
Fe
9'-0' x 9'-0" x I'-0'
(7) #8
IF
Fit
11'_0 x 11'_ x 1'-0'
(9) #8
REINFORCING INDICATED SHALL BE EACH WAY
AT BOTTOM U.N.O.
USE CONCRETE BRICK OR WIRE BAR SUPPORTS
AT 36" O.C. TO SUPPORT REINFORCING BARS
EXTERIOR COLUMN FOOTING DEPTH PER TABLE
OR ADJACENT WALL FOOTING DEPTH, WHICHEVER
IS GREATER
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# DESCRIPTION DATE
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STATE SUBMITTAL
APRIL 10, 2019
18148
S201