HomeMy WebLinkAboutAPPROVED PLANS - 20-00169 - 425 Harvard Ave - Blake Willis - Duplex Bldg 1Author Name Author Email Author Phone No.:
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Description : 425 Harvard Ave - Blake Willis - Duplex Bld 1
Address :
Record Type : New Single Family Residence
Document Filename : PLANS - 20-00169 - 411 S Harvard Ave - Duplexes - Blake Willis.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 20-00169
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A1.1 Free text Larry Beesley : Building Open 2 4200 Hold downs
A1.1 Callout Larry Beesley : Building Open 2 footing in floor for extending wall.
A1.1 Free text Larry Beesley : Building Open 2 Locate bearing wall and footing.
A1.2 Free text Larry Beesley : Building Open 3 CO
A1.2 Free text Larry Beesley : Building Open 3 4200 LB hold downs
A2.1 Callout Larry Beesley : Building Open 4 This wall must be full height with 5/8" type X drywall on the
ceiling and both sides of the wall.
A2.1 Free text Larry Beesley : Building Open 4 3' x 6'8"
A2.1 Free text Larry Beesley : Building Open 4 Seismic Hold Downs and Braced wall Panels (R602.10)
A2.1 Free text Larry Beesley : Building Open 4 co
A2.1 Free text Larry Beesley : Building Open 4 4200 Lb
A2.1 Free text Larry Beesley : Building Open 4 5/8"type X drywall on the ceiling in the house and garage R
302.3 exception 3
A2.1 Free text Larry Beesley : Building Open 4 Tempored
New Single Family Residence
The bearing wall footings are not shown in the foundation plan. We need the rafter and floor joist specks for sizing and snow loads. Because of the slope of the roof we need the
specks for the roofing that you are going to use and the specks for underlay-meant that you are planing to use with this roofing system.
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A2.1 Free text Larry Beesley : Building Open 4 Tempored
A3.2 Free text Larry Beesley : Building Open 6 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A3.2 Free text Larry Beesley : Building Open 6 Rafter and Truss tie-downs R802.10.5
A3.2 Free text Larry Beesley : Building Open 6 Grading slope away from house. R401.3
A3.2 Free text Larry Beesley : Building Open 6 Footing Depth (36" below finished grade and 12" below
undisturbed soil; 18" to top of slab - interior)
A6.1 Callout Larry Beesley : Building Open 9 interior footing location
A6.1 Free text Larry Beesley : Building Open 9 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A6.1 Free text Larry Beesley : Building Open 9 The underlayment and roofing must be done according to the
manufactures specks. we will need a copy of those specks for
your permit
Approval of plans does not constitute approval of variance from code
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A0
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1
Willis Duplexes
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A1
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1
Footing/Foundation Plan
SCALE: 1/4" = 1'-0"
4200 Hold downs
footing in floor for
extending wall.
Locate bearing
wall and footing.
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A1
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2
Lower Floor Plan
SCALE: 1/4" = 1'-0"
Bldg 1
CO
4200 LB hold downs
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A2
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1
Main Floor Plan
SCALE: 1/4" = 1'-0"
Bldg 1
This wall must be full height
with 5/8" type X drywall on the
ceiling and both sides of the
wall.
3' x 6'8"
Seismic Hold Downs and
Braced wall Panels (R602.
10)
co
4200 Lb
5/8"type X drywall on the ceiling in the
house and garage R 302.3 exception 3
Tempore
d
Tempored
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A3
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1
Front Elevation
SCALE: 1/4" = 1'-0"
3 3 3 4
Left Elevation
SCALE: 1/4" = 1'-0"
EXTERIOR ELEVATION
KEY NOTES:
EXTERIOR ELEVATION
KEY NOTES:
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A3
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2
Rear Elevation
SCALE: 1/4" = 1'-0"
Right Elevation
SCALE: 1/4" = 1'-0"
EXTERIOR ELEVATION
KEY NOTES:
EXTERIOR ELEVATION
KEY NOTES:
Rafter and Truss tie-downs R802.10.5
Grading slope away from house. R401.3
Footing Depth (36" below
finished grade and 12" below
undisturbed soil; 18" to top of
slab - interior)
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A4
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A5
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1
Roof Plan
SCALE: 1/4" = 1'-0"
Bldg 1
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A6
.
1
Building Section
SCALE: 1/4" = 1'-0"
Bldg 1Building Section
SCALE: 1/4" = 1'-0"
Bldg 1
Building Section
SCALE: 1/4" = 1'-0"
Bldg 1
interior footing location
The underlayment and
roofing must be
done according to the
manufactures specks.
we will need a copy of
those specks for your
permit