HomeMy WebLinkAboutLETTER - 05-00379 - 109 S Hidden Valley Rd - New SFRDeI
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n
telligence,
Structural Engineering
3685 W Hwy 33
Rexburg, Idah 8344
Date: August 24, 2004
LLC
To: City of Rexburg Bldg Department
Rexburg, Idaho
Subject: Spec 4.5 — Beesley Construction - Lateral Load Analysis
Dear Sir or Madam:
Call: (208) 359-1461
FAX: (208) 359-0740
The following comments refer to the house pian referenced above. All hold downs shall be installed as
required by the manufacturer.
1. All exterior framed walls are 2x6 9 16" o.c. and are shear walls. Provi'de 1/2" APA rated sheathing
with Sd nails at 5" o.c. at panel edges and 12" O.C. in the field. Blocking is required at all paneX
edges.
2. Inferior shear walls shall start at the foundation level and continue to the roof..
3. Provide 2x blocking between garage trusses in line with right outside wall of house (Master
Bedroom outside wall)
Please calf me if you have any questions.
Respectfully,
Scott A Spauldi
Design Intellige
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3685 W Hwy 33
Rexburg, Idaho 83,,440
SPEC #5
BEESLEY CONSTRUCTION
REXBURG, IDAHO
,Shear Wall Analysis -Wind Against Lona Wall'
Wind Load 22 psf
Roof Height = 10 ft
Wall Height = 9ft
Length of Long Wall - 72 ft
Area at Mid Height of Wall = 1044 ft^2
Wind Force - I 22968 lbs
Shear Wall Length 105 ft
Shear/ft in Wall @Mid H&ght 219 lbs/ft
Provide 1/2" APA rated sheathing with 8d nails at 5" ox.
and 12" o.c. in the field. Blocking is required.
o
Seismic Analysis
Roof Dead Load
Long Wall Length
Short Wall Length
Wall Dead Load
Seismic Force Ccs Mid H
) panel edges
ar
Seismic Multiplier
,.Width 'Length 'Load
60 74 24
-(Includes snow)
72'ft
44 ft
eight of Wall
I - - �- --
Weight -
1065601 Ibs
,Weight
15660 lbs
20411 lbs
5near per tt in vvall (0
Mid Height 194 lbs/ft QK
Provide 1/2"' APA rated sheathing with 8d nails at 5 O.C. panel edges
and 12" ox. in the field. Blocking is required.
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3/2 012 0 0 6
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Design Intelligence, LLC
3685 VV Hwy 33
Rexburg, Idaho 83440
i
'Shear Wall Analysis
Wind Load
Roof Height
,
Vlfall Height -
Length of Long'
Area at Kid Height of Wall
Wind Force
Shear Wall Length
SPEC #5
BEESLEY CONSTRUCTION
Wind A
REXBURG, IDAHO
gainst Short Wall
22 r)sf
10 ft
9ft - i
62 ft _ _�_
899 ft^2
19778 lbs — -
92 ft
:Shear/ft in W211 @ Mid Height
21 5
Ibslft
Provide 1/2" APA rated —sheathing -
with 8d nails at 5 0mcm
and12"ox.inthe Meld, Biacking IS required. ��
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panel edges
3/20/2006