HomeMy WebLinkAboutGARAGE SHEARWALLS - 21-00160 - 1354 Clover Ct - New SFRFROST Structural Engineering
1020 Lincoln Road Phone: 208.227.8404
Idaho Falls, ID 83401 Fax: 208.227.8405
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SSI No. :
Re :
Project :
Date:SEAL:
To :
From :
Project No. :
Reference:Instruction:
FSE
October 12, 2021
STRUCTURAL SUPPLEMENTAL INFORMATION
1
Garage Front Shearwalls
1354 Clover Court
Brandon Hall
Kevin Bradshaw
IF21-149
See attached sketch allowing for a double-sided shearwall in place
of a portal frame system at the small garage door.
Garage front
wall
10/12/2021
33'-0" X 24'-0"
767 SQ FT
7'-11" X 6'-2"
48 SQ FT
6'-6" X 6'-2"
40 SQ FT
3'-9" X 9'-11"
34 SQ FT
6'-1" X 9'-11"
84 SQ FT
64 SQ FT
GARAGE
PANTRYMUD
LAUNDRYW.I.C.
33'-0" X 24'-0"
767 SQ FT
7'-11" X 6'-2"
48 SQ FT
6'-6" X 6'-2"
40 SQ FT
3'-9" X 9'-11"
34 SQ FT
6'-1" X 9'-11"
84 SQ FT
64 SQ FT
GARAGE
PANTRYMUD
LAUNDRYW.I.C.
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
KBB FSE10/12/21IF21-1491354 Clover Court 2 of 2
PF PF
SHEATHE BOTH SIDES OF THESE
WALLS W/ 7/16" SHEATHING.
FASTEN W/ 8d NAILS AT 6" O.C. AT
PANEL EDGES AND AT 12" O.C. IN
FIELD. PORTAL FRAME NOT
REQUIRED AT THESE LOCATIONS.
TYP- SIMPSON STHD14
(OR SIMILAR) AT ALL
PIERS
THESE PLANS ARE BEING PROVIDED TO ADDRESS ELEMENTS OF THE STRUCTURAL SYSTEMS
THAT DO NOT CONFORM TO THE PRESCRIPTIVE
METHODS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC). WE HAVE NOT REVIEWED THE
DRAWINGS FOR COMPLIANCE WITH THE IRC. THE INFORMATION REGARDING ELEMENTS THAT
DO NOT CONFORM TO THE IRC HAS BEEN GIVEN TO US BY OTHERS. AS ALLOWED BY THE IRC
SECTION R301.1, WE HAVE ONLY ADDRESSED THE SPECIFICALLY REQUESTED ELEMENTS.
THESE ELEMENTS ARE:
1. LATERAL SHEARWALL DESIGN FOR THE FRONT WALL OF THE GARAGE.