HomeMy WebLinkAboutAPPROVED PLANS - 20-00762 - 1228 Horizon Dr - Wheeler New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Description : 1228 Fairview Ave - Wheeler New SFR
Address :
Record Type : New Single Family Residence
Document Filename : PLANS - 20-00762 - Wheeler Residence.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 20-00762
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Pg 1A Free text Larry Beesley : Building Open 1 Street Number
Displayed on House
Pg 1A Free text Larry Beesley : Building Open 1 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
Pg 1A Free text Larry Beesley : Building Open 1 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
Pg 1B Free text Larry Beesley : Building Open 2 Roof Ventilation as per R806
Pg 2 Free text Larry Beesley : Building Open 3 Temp
Pg 2 Free text Larry Beesley : Building Open 3 Temp
Pg 2 Free text Larry Beesley : Building Open 3 Temp
Pg 2 Free text Larry Beesley : Building Open 3 Temp
Pg 2 Line Larry Beesley : Building Open 3 20.30 ft
Pg 2 Ellipse Larry Beesley : Building Open 3
Pg 2 Ellipse Larry Beesley : Building Open 3
Pg 2 Ellipse Larry Beesley : Building Open 3
New Single Family Residence
We are steel waiting for the Truss specks and floor joist specks. These need to be submitted before you start the framing.
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Pg 2 Free text Larry Beesley : Building Open 3 Seismic Hold Downs and Braced wall Panels (R602.10)
Pg 2 Line Larry Beesley : Building Open 3
Pg 2 Line Larry Beesley : Building Open 3
Pg 3 Rectangle Larry Beesley : Building Open 4
Pg 3 Free text Larry Beesley : Building Open 4 Seismic Hold Downs and Braced wall Panels (R602.10)
Pg 3 Line Larry Beesley : Building Open 4
Pg 3 Line Larry Beesley : Building Open 4
Pg 3 Line Larry Beesley : Building Open 4
Pg 4 Rectangle Larry Beesley : Building Open 5
Pg 4 Free text Larry Beesley : Building Open 5 Design Requirements: Minimum Roof Live Load 35# per sq. ft.,
Minimum Wind 85 MPH, Seismic Zone D1
Pg 5 Free text Larry Beesley : Building Open 6 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"
Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6"
Pg 5 Rectangle Larry Beesley : Building Open 6
Pg 5 Ellipse Larry Beesley : Building Open 6
Pg 5 Ellipse Larry Beesley : Building Open 6
Pg 5 Ellipse Larry Beesley : Building Open 6
Pg 5 Free text Larry Beesley : Building Open 6 4200 LB HOLD DOWNS
Pg 5 Free text Larry Beesley : Building Open 6 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
Pg 6 Rectangle Larry Beesley : Building Open 7
Pg 8 Free text Larry Beesley : Building Open 9 SD
Pg 8 Free text Larry Beesley : Building Open 9 SD CO
Pg 8 Free text Larry Beesley : Building Open 9 SD
Pg 8 Free text Larry Beesley : Building Open 9 SD CO
Pg 9 Free text Larry Beesley : Building Open 10 SD
Pg 9 Free text Larry Beesley : Building Open 10 SD CO
Pg 9 Free text Larry Beesley : Building Open 10 SD
Pg 9 Free text Larry Beesley : Building Open 10 SD CO
Approval of plans does not constitute approval of variance from code
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Street NumberDisplayed on House
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