HomeMy WebLinkAboutSTRUCTURAL ANALYSIS - 05-00328 - 1058 Arctic Willow Dr - New SFRINC.EN(31NEERING,
Consulting Engineers and Professional Land Surveyor,<Z;
154 East Main, PO Box 55, Rigby, ID 83442
Phone (208)745-8771 Fax (208),745.6391
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INC.EN(31NEERING,
Consulting Engineers and Professional Land Surveyor,<Z;
154 East Main, PO Box 55, Rigby, ID 83442
Phone (208)745-8771 Fax (208),745.6391
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Consultin Engineers
Date: October 3, 2005
To: Brandon Muir
290 BareSt, Rexburg, Idaho 83440
Re: Job # 2005-13& — 2' Garage Wall
Drive, Rexburg, Idaho
Dear Brendan,
and
N 3 4 5 8
INCW
11al Latid Surveyors
P. 2
fow house located ars 10 58 Artic Willow
l have completed the structural��alysis on the twO footshear fhe above rnentioned address. !n order to resist the wail located ire the garageof
the 36 foot wail, the Grp foot s�,ear w�li v+iill need to seism -
on `c and wind sheer forces
7/16" 0S8 or better end nai�ec� wr�h �d na��s at 3IF fln
she t, on bo�t� s[des with
I have inciuded the calculations wtth this letter, er edge Spacing -
Sincerely,
Daniel B. Sharp, RE.
754 East Main, Pp BOX.S gby, 1D 83
442 Phone,(208)745-877 Fax (208)745-6399
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BrandonMuir
Date and Time: 10/3/,-,,.05 9&602--49 AM
MCE Parameters - Conterminous 48 States
ZI-D Coda-,qIAAn r,,...._..� � _....
U�ii�aiLautuae = 43.763462
Central Longitude = -111 _
MCE MAP VALUES
Short Period Map Value - Ss = 60. 6% g
1.0 sec Period Map V alue - S1 - Ig,3% g
RESIDENTIAL DESIGN INFORMATION
Short Period Map Value - Ss = Fn aoi ,.
609017
Soil Factor for sl 0 Class D - --
Fa = 1.31
Residential Site Va�u� � 213 x Fa x Ss = 53-.2% g
Residential Seismic Design Category = D1
P. 5