HomeMy WebLinkAboutAPPROVED PLANS - 22-00755 - 1196 Castle Pines Rd - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Description : RPRPNBK2060240 - New SFR
Address :
Record Type : New Single Family Residence
Document Filename : Rexburg Spec House Updated Plans.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00755
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Pg 1 Free Text Larry Beesley : Building Open 1 Street Number
Displayed on House
Pg 1 Free Text Larry Beesley : Building Open 1 Roof Ventilation as per R806
Pg 1 Free Text Larry Beesley : Building Open 1 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
Pg 1 Free Text Larry Beesley : Building Open 1 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
Pg 1 Free Text Larry Beesley : Building Open 1 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
Pg 1 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector
Pg 2 Free Text Larry Beesley : Building Open 2 Attic Access 22"x30" minimum access where attic clear height
exceeds 30" (R807)
Pg 2 Free Text Larry Beesley : Building Open 2 SD
Pg 2 Free Text Larry Beesley : Building Open 2 SD CM
Pg 2 Free Text Larry Beesley : Building Open 2 SD CM
New Single Family Residence
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 2 SD
Pg 2 Free Text Larry Beesley : Building Open 2 SD
Pg 2 Free Text Larry Beesley : Building Open 2 FAN
Pg 2 Free Text Larry Beesley : Building Open 2 FAN
Pg 2 Free Text Larry Beesley : Building Open 2 3' landing required in direction of travel.
Pg 2 Line Larry Beesley : Building Open 2
Pg 2 Free Text Larry Beesley : Building Open 2 4200 LB HOLD DOWNS
Pg 2 Line Larry Beesley : Building Open 2
Pg 2 Line Larry Beesley : Building Open 2
Pg 2 Line Larry Beesley : Building Open 2
Pg 2 Free Text Larry Beesley : Building Open 2 x x
Pg 2 Free Text Larry Beesley : Building Open 2 x x
Pg 2 Free Text Larry Beesley : Building Open 2 x x
Pg 2 Free Text Larry Beesley : Building Open 2 Portable Toilets required on job site (1 per 10 workers)
Pg 2 Free Text Larry Beesley : Building Open 2 portal framing on garage door headers.
Pg 2 Free Text Larry Beesley : Building Open 2 SMOKE DETECTOR REQUIRED
Pg 2 Free Text Larry Beesley : Building Open 2 Crawl space access of 18" x 24" min. R408.3 (may differ if mech
appliance is in crawl space M1305.1.1)
Pg 2 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector
Pg 3 Free Text Larry Beesley : Building Open 3 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl.
interior bearing walls) R403.1.6.1
Pg 3 Free Text Larry Beesley : Building Open 3 Crawl Space Ventilation/insulation = 1 sf vent per 150 sq. ft.
(with moisture barrier 1 sf. per 1500 sq. ft.) and within 3' of
each corner (insulate walls vent to inside of home) R408.2
Pg 3 Free Text Larry Beesley : Building Open 3 4200 LB HOLD DOWNS
Pg 3 Line Larry Beesley : Building Open 3
Pg 3 Line Larry Beesley : Building Open 3
Pg 3 Line Larry Beesley : Building Open 3
Pg 3 Free Text Larry Beesley : Building Open 3 or you can do the crawl space as a conditioned space.
Pg 3 Free Text Larry Beesley : Building Open 3 X X
Pg 3 Free Text Larry Beesley : Building Open 3 X X
Pg 3 Free Text Larry Beesley : Building Open 3 X X
Pg 3 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector
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 4 Free Text Larry Beesley : Building Open 4 Design Requirements: Minimum Roof Live Load 35# per sq. ft.,
Minimum Wind 85 MPH, Seismic Zone D1
Pg 4 Free Text Larry Beesley : Building Open 4 Asphalt Shingles(slp>2:12) w/ice protection or Other type to
comply w/R905
Pg 4 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector
Pg 5 Free Text Larry Beesley : Building Open 5 45' setback from back of ribbin curb
Pg 5 Line Larry Beesley : Building Open 5
Pg 5 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector
Pg 5 Line Kyle Baldwin : P&Z Open 5 180.03 ft
Pg 5 Callout Kyle Baldwin : P&Z Open 5 Sidewalk to be placed in Right-of-Way. Contact City
Engineering Department for correct placement
Pg 5 Free Text Kyle Baldwin : P&Z Open 5 Castle Pines Road
Pg 5 Free Text Kyle Baldwin : P&Z Open 5 North
Pg 5 Line Kyle Baldwin : P&Z Open 5
Pg 5 Stamp Kyle Baldwin : P&Z Open 5 Approved - Planning and Zoning
Approval of plans does not constitute approval of variance from code
Powered by TCPDF (www.tcpdf.org)
Level 1
0' -0"
Level 04 -T.O. Fnd.
Wall
-1' -2 1/8"
TOW
9' -1 1/8"
6" / 1'-0"
2
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3
106
6 " / 1 '-0 "
6"
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3/8" = 1'-0"
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3/8" = 1'-0"1 South
70' - 0"
14' - 0"12' - 3"10' - 4"14' - 5 1/2"4' - 11 1/2"14' - 0"
7' - 2 1/4"6' - 9 3/4"5' - 4 1/4"4' - 11 3/4"7' - 3 1/4"7' - 2 1/4"6' - 10 1/4"7' - 1 3/4"
46
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28
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17
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25
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8'
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28' - 0"8' - 7"19' - 5"14' - 0"
7' - 6"13' - 0"7' - 6"
17
'
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70' - 0"
2' - 9 1/2"6' - 6 9/16"6' - 8 1/4"3' - 4 11/16"6' - 10 1/4"7' - 1 3/4"
4'
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34
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2'
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10
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13' - 10"4' - 3 1/2"7' - 8"
5'
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5'
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4'
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5'
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7'
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3'
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7'
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3'
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2'
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5' - 5 1/2"
2'
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2'
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4' - 0 1/2"3' - 9"
2' - 0"
2' - 0"
2'
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9'
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"
Vaulted Cieling
1
4
5
7
8
9
10
12
13
19 21
2727
27
27 2727
27
22 23
2627
28
29
3' - 0"3' - 0"
Stairs to EXT
Kitchen Sink RangeDW
Fr
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d
g
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Island
Stairs To Sidewalk
W
D
3/8" = 1'-0"1 Level 1
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3/8" = 1'-0"
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First Floor
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Door Schedule
Mark
Rough
Height
Rough
Width
1 6' - 8" 3' - 0"
4 6' - 8" 3' - 0"
5 6' - 8" 3' - 0"
7 6' - 8" 3' - 0"
8 6' - 8" 3' - 0"
9 6' - 8" 3' - 0"
10 6' - 8" 3' - 0"
12 6' - 8" 2' - 8"
13 6' - 8" 3' - 0"
19 9' - 0" 10' - 0"
21 9' - 0" 10' - 0"
22 6' - 8" 3' - 0"
23 6' - 8" 3' - 0"
26 6' - 8" 3' - 0"
27 6' - 8" 3' - 0"
28
29 6' - 8" 6' - 0"
46 6' - 8" 3' - 0"
47 6' - 8" 3' - 0"
Window Schedule
Mark
Rough
Height
Rough
Width
1 4' - 0" 4' - 0"
2 4' - 0" 4' - 0"
3 4' - 0" 4' - 0"
4 4' - 0" 4' - 0"
5 4' - 0" 4' - 0"
6 4' - 0" 4' - 0"
7 4' - 0" 4' - 0"
Square Footages
Main Floor 1785
Garage 650
Mech.Room
Laundry
2
106
3
106
28
'
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2
"
18
'
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1
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"
70' - 1 3/4"
34
'
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1
"
14' - 3 1/2"27' - 8 1/2"28' - 1 3/4"
4'x 8" Foundation Walls
Verticle and Horizontal #4 Rebar to be 2' OC
10'x20' Footings
2 Pieces #4 Rebar in Footings 17
'
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3
"
Footing For Crawlspace Bearing Wall
16
'
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3/8" = 1'-0"
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Crawlspace
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3/8" = 1'-0"1 Basement
Level 1
0' -0"
Level 04 -T.O. Fnd.
Wall
-1' -2 1/8"
Roof
8' -1 1/8"
TOW
9' -1 1/8"
6 " / 1 '-0 "
6"
/
1
'
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0
"
6"
/
1
'
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"
Level 1
0' -0"
Level 04 -T.O. Fnd.
Wall
-1' -2 1/8"
Roof
8' -1 1/8"
TOW
9' -1 1/8"
6"
/
1
'
-
0
"
Level 1
0' -0"
Level 04 -T.O. Fnd.
Wall
-1' -2 1/8"
Roof
8' -1 1/8"
TOW
9' -1 1/8"
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1/4" = 1'-0"
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Elevations
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1/4" = 1'-0"1 East
1/4" = 1'-0"2 North
1/4" = 1'-0"3 West
17' - 9 23/32"
20 ' - 8 1/4"
45
'
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0
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Electical Line
Gas Line
Water Line
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1" = 10'-0"
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Site
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1" = 10'-0"1 Site - Dependent 1
Street Name: Castle Pines Road
Address: Lot 24-B6 Pinebrooke Estates
City: Rexburg ID
1
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