23 Ford Crossing - Superior Foundation Walls - stamps to followcu
36'
6 2,6„ 25'6" 2'
6'10"
(2) C/A w/ 36' T.Rod
@ 4" from Corner
&@12"&24'from T.O.W.
6' L/L -48'
S/L -11_1/2'
S/L -10_1/2'
(5) S/L -9_1/2"
6" L/L -48"
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Walls
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10'11/2" 10'21/2" 3'6"
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Pads Supplied/ Installed by WP
Excavation Required
2'-10"w x 2'-10"w x 8"d
8"Stone Depth Below Depression
Of
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414" 25'10" 5110"
36'
Superior Walls Foundations
By: Superior Walls by Weaver
Project Nave: Clausing
Owner: Emmy C1ausing
Builder: Wright Builders
Salesman: Timberbros
Drawn By: new
Created: 3/18/2020
Last Modified: 3/18/2020
Revision: 1.01
Comment: X i P1 us
File Nave: hv_wb_clausing
Drawing Type: XI
)K)K NOT TO SCALE )K)K)K
Northeast
These Drawings are approved for
EO final production as illustrated
�n and not subject to change.
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---------------------- --------
Customer Signature Date
60 Ton Crane with 75' reach from the
pivot point of the crane is the limitation
of the crane provided to install the walls.
If a larger crane is deemed necessary,
an additional charge will be incurred.
Reference 2015 International Residential Code
Footing : 8" minimum 1/2" clean crushed stone
Assumed Soil Bearing Capacity : 2000 PSF
Maximum allowable uniform load : 2700 PLF
Seismic Design Category : B
Basic Wind Speed : 120 MPH
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Drawing Summary Block - All -Layers
---------------------
10/10 XI Walls/Panels
6 Bean Pockets
9 Support Ledges Totaling 15'
4 Specialties
6 2x2 Column Pads -- Supplied by Superior Walls -- Installed by Superior Walls
7 2x2 Column Pads -- Supplied by Superior Walls -- Installed by others
10/10 XI Walls/Panels Type: 9' Linear Feet: 177'-6'
Drawing Notes
_
(7) 2'x2' Column
(4) Coil Anchors
XiPlus Wall
Pads Supplied Only
w/ 36in.Threaded Rod
Object Details in inches
ID
#
Obj Desc
Width
Height
Header Door(B.O.W)
A
13
Pad
24
24
4_1/2
B
3
Win DUO Hopper
32
20
6
C
4
BP
8
17
0
E
1
Win Monarch Egress
47_11/16
45_7/8
18
F
2
BP
10
20
0
Project Nave: Cl aus nq
Own
Buy
Mod
Rev
T y p
Project Name: Clausing
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36'
6' 2,611 25,6" 2'
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0'1 1/2"
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10'2 1/2" - 3'6'
WS 36'
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