HomeMy WebLinkAbout18-840.01 S101 STRUCTURAL PLANS-S101CONSTRUCTION NOTES
t❑ 4" CONCRETE SLAB ON GRADE W/
WWF&X6 WI.4 X WI.4 ON 61
AGGREGATE BASE - SEE 1/9102.
❑2 CLEAN, SCARIFY AND APPLY EPDXY
BONDING AGENT TO BOND NEW TO
EXISTING GONG. DOWEL ALL SURFACES
BETWEEN NEW AND EXISTING FTG. W/ N4
A 12" X I'-6"LG TBB B 6" EMBEDMENT
W/HILT HY - ADHESIVE.
�3 EXISTING FOUNDATION TO REMAIN -
COL ON PADS EXISTING BUT NOT
SHOWN HERE
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
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DATE: \ 08/27/19
FRAMING PLAN
SCALE: 1/8' 1'-0"
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III
\J
Cl - H55 8k8Xtr W/ 144X j"X I'-2"
BASE PLATE $ (4) j` CIA,
ANCHOR RODS ON 4'-0"X 4'-0"
X 4'-11 W/ (5) w4 EA. WAY T B B
T/FTG. = -Si
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C_I
WIBX3i CURVED 14 -64
RADIUS HIGH CONT.
E.8
m y
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Wi F.2
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Call, �
p lWi =
RN. FLR 0'-ei 0,
06X13
Wi F.8
m v
c-I m _
CONT. C8X11.5 Y — = G
WELD TO EACH m
C&XI3 (VERT) ff — Uul Ci.
HSSBXB COL A EA.
END
-� WIOX22 CURVED 14
-6" RADIUS LOW (TTP
FOR 2)
TS BX5Xa.5 FULL
HEIGHT. (TYP. FOR 4)
NOTE: EXISTING COLUMN LOCATIONS ARE
ESTIMATES FROM PREVIOUS DRAWINGS . NEW
COLUMN CENTER LINE DIMENSIONS TO EXSTING
MAY DIFFER 9LIGHTLY B SHALL BE VERIFIED
PRIOR TO CONSTRUCTION.
14" WIDE FORMED
FOOTING MIN. 36" BELOW
FI145H GRADE W/ (2) w5
TOP AND BOTTOM -BEE
SECTIONS FOR MORE
INFORMATION.
I
I
3❑
n'-11 5/a^
FOUNDATION PLAN
SCALE: 1/8' 1'-0"
15 5.1 15.
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POCHE'D AREAS
ARE PROPOSFOOTLED
;
PADS FOOTINGS
42" X 42" X 4ai �*
DEEP FOOTING FOR '^
COLUMN W/ w5 0124 `V
O.G. TOP AND u
BOTTOM. (TYP. FOR
4)
r m
m � r
0
V
m
s
0 B
0
V
v
— m
v
124 X 404 DEEP
CONT. GONG.
FOOTING W/(2) n5 `0
BARS T 15
— — H
NOTE: EXISTING FOOTING SIZES ARE ESTIMATES
FROM PREVIOUS DRAWNGS, NEW FOOTING
ATTACHMENT POINTS TO EXISTING MAY DIFFER
SLIGHTLY 4 SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. NOTIFY ARCHITECT IF ADVERSE
CONDITIONS EXIST.
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REASON SCHEDULE
DATE
DESCRIPTION
12/4/18
CLEW REVIEW
12/28/18
HONDA REVIEW
4/5/19
REVIEW FOR PERMIT
6/26/19
PERMITS
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i NO.AR10400217'; "E
STATE OF
DRAWN 5Y: MEH
CHECKED BY 1581
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Project Number
18=840.01
Drawing Number
S 101