HomeMy WebLinkAboutDOCS - 05-00181 - 165 S Hidden Valley Rd - New SFR4)
June 1., 2006
Trent Harris Construction
3599N250E
Rexburg ID 83440
RE: 165 S Hidden Valley Rd
Dear Treat:
L ' L'dly
I TY OF
RE.z U,
URG
Ld:sL summer you applied far a pem-iit for 165 S Hidden Valley Rd. You were initially
charged fora 3/41"' water meter. Our records show that a P meter was installed, which
is an additional $ 1 00. This additional fee has not been paid.
An invoice is encased for your review. If this is a bilking error,
showing this was paid. Otherwise,, yau� timely payment �f this
appreciated.
If you have any questions, please contact me.
Sineere'ly,
JaNell Hansen
please bring in proof
balance will be greatly
JaNellHansen echlRecenist 19 E. Vain RexburgID
83440 P, 0. Box 280 , viviv. rexh urg: or,
Phone (208) 359.3020 ext.326 Fax (208) 35
Des!tnjtel.li9
gIn
ence, LLC
Structural Engineering
3685 W Hwy 33
Rexhrrrg, Idaho 83440
Date: August 24, 2004
To: City of Rexburg'irb"1dg Department
Rexburg, Idaho
Subj pct: Papworth Res'Iden-ce Lateral Load Analysis
Dear Sir or Madam:
Call." (2,08) 359-1461
FAX.0 (208) 359-0740
Hidden Valley SFR
The following comments refer to the house plan referenced above. All hold dawns shah be installed as
required by the manufacturer.
1� Provide Simpson STHD14 hard downs each side of each garage door.
Provide Simpson HD5A or Sit7
mpson STHD � ORJ each side of all windows on the main floor where
the distance to the corner from the edge of the window is 481>15 or less.
3. Provide Simpson HD5A or Simpson, STHD I ORJ each side of the windows in the Master Bedroom
C-IN,on the main floor and in the exterior wall where the bedroom extends out from the exterior wall.
4. All exterior framed wars are 2x6 @ 16`5 o.c. and are shear walls. Provide V;!" APA gated sheathing
with Sd nails of 5" o.c. at panel edges and 12" a.c. in the Feld. Blocking is required,,54
The interior wall between the garage and living space is a shear wall and shall be configured
described in item 4 above. as
(6-� Provide solid blocking between, thebottom chard of the Trusses from the front of the ora
rear on the line that separates the double car side from the single car side. � �� ti
thIIt,
Please call rye if you have any questions.,
Respectfully.
Scott A Spaulding, P
Design Intelligence, I
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Design !-ntelligence, LLC
3685 W Hwy 33
Rovhia..H,,
RICH WILLIAMSON
GARAGE/SHOP
u Ia, au 0044U BONNEVILLE CO ID
1n1..i� w_-'----- ....
cal vvAll /arlalvcic _wenn'-�__ ..
Wind Load -
Roof Height
Wall Height
Length of Long Wall
Ar
-ea at Mid Height of Wall =
Wind Force
UCI ���L rrunt cievanon
221psf
78 I ft
1131-'ftA 2
248821 -lbs
Shear Wall Length 10 9 ft
Shear/ft in Wall chi Mid Height 228, lbs/ft
Provide 712" APA rated sheathing with 8d nails at 5" G.C.
panel edges and 'I2" o.c, in the field. Blocking is requirec
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