HomeMy WebLinkAboutLATERAL LOAD ANALYSIS - 06-00116 - 137 S Hidden Valley Rd - New SFRSent B Design- Intelligence,
Desl.tgn
elligence, LLC
Structural Engineefing
3685 W 47y� 33
Rexburg, I aho 83140
Date:- April 25, 2006
To: City of Rexburg Bldg Department
Rexburg, Idaho
208 -359 -0740. -
Subject: Lai 15 Hidden Valley , Latera? Load Analysi's
D ear Sir or 1\1 adam:
Pr --
11 : M
Call: (208) 359-1461
FAX: (208) 359-0740
Page 2
The following comments rifer to the house plan referenced above_ All hold downs shall be rnsta.lied as
required by the manufacturer.
I. Provide Simpson STHD14hold downs each side of each garage door,
2. Provide Simpson HD5A or Simpson STHD I ORJ each side of all windows on the main floor where
the distance to the corner from the edge of the window is 48" or fess,
3, Provide Simpson ffD5A or Simpson STHDIORJ each side of the bay window in the Breakfast
Area on the"rx�tan floor.
4. All exterior framed walls are 2x6 @ 16" a.c. and are shear walls. Provide 'fz" APA rued sheathi'ng
with 8d nails at 4'3 o.c. at panel edges and 12" ❑.c. in the field. Blacking at panel edges is required.
Framed walls that are 9 feet or less may be nailed at 571 a.c_ at panel edges.
5, The interior mall between the garage and fivin.g space is a shear wall and shall be configured as
described in item 4 above.
6. Provide sold blocking between the bottom chard of the trusses from the front of the garage in ling
with the left wall of the kitchen.
Please call me if you have any quest -ions.
Respec
Ityl
S -K- . ctt Spaulding, P,E
Design Intelligence, LI
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Sent By: Dln . Intelligence,
ii
D esIt9
gn
ellience, LLC
Structural Engineering
3 685 IV Hwy 33
Rexbuipg, Idaho 8344
Date: April 25, 2006
To.- City of Rexburg Bldg Department
Rexburg, Idaho
2108-359-0740;
Subject: Lot IS Hidden Valley - Lateral Load Analysis
Dear Sir or Madam:
Apr -26-Ofi 11 :20
Amk
Ca/l: (208) 359-1461
FAX: (208) 359-0740
Page 2
The following comments refer to the house plan referenced abase. All hold downs shall beinstalled as
required by the manufacturer,
I. Provide Simpson STHD14 hold downs each side of each garage door.
2. Provide Simpson HD5A or Simpson STHDIORJ each side of all windows on the mann floor where
the distance to the corner from the edge of the window is 4$" or fess.
3. Provide Simpson HD5A or Simpson STHDIORJ each side of the bay window in the Breakfast
Area on the main floor.
4. All exterior framed walls are 2x.6 @ 16"o.c. and ars shear walls. Provide '/2" APA rated sheathing
with Sri nails at 4" o.c. at panel edges and 12"' o,c_ in the field. Blocking of panel edges is required.
Framed wally that are 9 feet or less may be nailed at 5" o.c. at panel edges.
5. The interior wail between the garage and fivi-in-g space is a shear wall andshall be configured as
described in item 4 above.
6. Provide so 11'd blocking between the bottom shard of the trusses from the front of the gat -age in line
with the left wall of the kitchen.
Please call me if you have any questi'0115.
Respect 11y,
ScKt—tA Spaulding, P.1
Design Intelligence, L
r W
nt By: Design Inte�ligenGe, LLMC;
208-359-0740;
Des
Ig
n
ntelligence, LLC
StructuralEirgineerifig
1 rAson Drive
Rexburg, Idaho 83440
Date: Aprfl 26, 2006
Too. Quinton
City of Rexburg
Pages: 2 including Cover
Ar -26-06
Call: (208) 359-1461
FAX: (208) 359-0740
Subject: Lot 15 Hidden Valley Lateral Analysis Letter
Please calf if you haws any questions.
Scott A Spaulding, P.E.
President Design Intelli
gence, LLQ
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