HomeMy WebLinkAboutBLD Plot / Site Plans4
111'-1' OUT TO OUT OF STEEL ARCHES
SIDEWALL ELEVATION
N.T.S.
L' 11I'-9.
FASTENING
NOTE= FOP ENDWALL CHANNEL
5y
s
1/210 x 12' ANCHOR BOLTS Q 121/4' O.0 STAGGERED
A
12 1/ 4 ', 12 I/ 4.
1/2111 X 12' AB @ 12 1/4' ❑C.
13'
978'
O
3 1/2'
0
FOUNDATION FLOOR
0
M6 TIE BARS @ 8'-0' O.C.
FOUNDATION FLOOR
OF
FOUNDATION
4' CONC. SLAB
0
O
O
0
0
4
4�-
N
WEDGE ANCHOPS
•
•
1 5A8'
J
0
0
0
12 1/4 f 12 I/4'�,
TYP TYP.
FOUNDATION PLAN
N.T.S.
I%2' x 12' A.B. @ 121/4' O.C.
4---1 1/2'
0.1
4
sr
0
4-
8
44'-7' OUT TO OUT OF STEEL ARCHES
14'-0' DOOR WIDTH
3'x7•
FRONTWALL ELEVATION
44'-7' OUT TO OUT OF STEEL ARCHES
OUT TO OUT OF STEEL
3.
4 1/ 4'-
U-CHANNEL--,
x
ENDWALL LLEv AT ION
46•-0'
*6 TIE BARS C+8'-0' U C
/00O
. 0 O' CK-- 4' CRUSHED RO
4' i:DNC _:L AB
1
,
Q �()
X X
x`�`x`X"X x
4 CLEAN GPANULAR FILL
SECTION (--A
N T
x
4' CONC. SLAB
•
SECTION B -
N. T
H•wM
x
-f-
4
4'
GENERAL NOTES
1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH
THE REQUIREMENTS OF THE UNIFORM BUILDING CODE
2. NO LOADS OTHER THAN THOSE GIVEN UNDER 'DESIGN •
DATA' BELO\ BE IMPOSED ON THE 'STRUCTURE'
3. THE FOUNDATION ON THE DRAWING IS A SUGGESTED
SOLUTION ONLY CHANGES MAY BE NECESSARY DUE TO
LOCAL BUILDING REGULATIONS.
4 THE FOUNDATION SHALL BE FOUNDED ON NATURAL
UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING
2000 PSF. AND AT LEAST 12 IN. BELOW FINISHED
GRADE
5 SLAB ON GRADE SHALL BC PLACED ON SOIL CAPABLE
OF SUSTAINING 500 PSF. WITHOUT APPROPRIATE
SETTLEMENT.
6. BUILDING MUST BE BOLTED TO CHANNEL AND GROUTED
INSIDE AND OUT TO MAINTAIN STRUCTURAL INTEGRITY.
7 CROSS TIES BUST ME ENCASED IN CONCRETE WHEN
CONCRETE SLAB IS NOT USED
8 VERIFY ALL FOUNDATION DIMENSIONS WITH STEEL FACTORY
BEFORE POURING CONCRETE
9 DRAWINGS ARE FOR PERMIT ONLY MEASUREMENTS ARE NOT
FOR CONSTRUCTION
ARCH DATA
1
24 /2'
DESIGN IJ 1
STEEL GAUGE 2 —0
GALVAL E SHEET STEEL
STRUCTURAL OUALITr
50 kSl MIN YIELD
LIVE LOAD 20 PSF
WIND LOAD 110 MPH
HATERIAL
-U-CHANNEL
\,�\\./2 -44 BAPS
2
1/2'1
U CHANNEL
1 CGRADE ONCRETE STRINGTH AT 28 DAv TO BE 2500
2 REINFORCING ,,IEEL TO BE DEFORMED BART
60
3 ALL MATERIAL, SHALL CONFORM TO THE
APPROPRIATE ,\TM SPECIFICATION':4 USE a' I AG Bill T:. TO ANCHOF' ;I_ID.IN�i D00P
PT);T
*3@24' 0.0
$4 BARS
NOTE
APPLY BEAD OF ROOF CEMENT OR
BUTYL RUBBER CAULKING UNDER
CHANNEL CONNECTORS
SLIDING DOOR TRACK
2 -k4 BAR_,
���.
�,? �_) (1` (\ �O�)� _ k3 Q 24.
2 - k 4 BAP
-4' 4'
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