HomeMy WebLinkAboutAPPROVED PLANS - 20-00886 - 859 Pine Brook Ln - Faires New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : 859 Pine Brook Ln - Faires New SFR
Address :
Record Type : New Single Family Residence
Document Filename : Faires Permit Set 060220.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 20-00886
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A1 Free text Larry Beesley : Building Open 1 Street Number
Displayed on House
A1 Free text Larry Beesley : Building Open 1 Roof Ventilation as per R806
A1 Free text Larry Beesley : Building Open 1 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
A1 Free text Larry Beesley : Building Open 1 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A2 Free text Larry Beesley : Building Open 2 20 minute fire door
A2 Free text Larry Beesley : Building Open 2 Build garage according to the engineering provided.
A2 Free text Larry Beesley : Building Open 2 Radon Reduction System IRC Appendix F
A2 Free text Larry Beesley : Building Open 2 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"
A3 Free text Larry Beesley : Building Open 3 SD CO
A3 Free text Larry Beesley : Building Open 3 block wall for nailing the edges of the sheeting on the outside
A3 Free text Larry Beesley : Building Open 3 The garage area is engineered.
New Single Family Residence
Make sure to follow the engineering specks for the garage.
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A4 Free text Larry Beesley : Building Open 4 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A4 Free text Larry Beesley : Building Open 4 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"
A5 Free text Alan Parkinson : P&Z Open 5 Sidewalk and landscape strip shall be installed per City of
Rexburg Engineering Standards - Street Section RR2.
A5 Free text Alan Parkinson : P&Z Open 5 Plans are approved for the principal building. All other
ancillary buildings will need to go through the permitting
process.
Approval of plans does not constitute approval of variance from code
Powered by TCPDF (www.tcpdf.org)
Elevations
Scale: 1/4" & 1/8" =1'-0" on 36" x 24" Paper
7:12 Pitch Main, Front and Sides
Scale: 1/8" & 1/16"=1'-0" on 17" x 11" Paper
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
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2
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Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
9' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
TOTAL SQ. FTG.= 4405
MAIN FLOOR=2237/2130 INTERIOR
BASEMENT=2180/1962 INTERIOR
GARAGE=1038
20
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Right Elevation
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Front Elevation
Left Elevation Back Elevation
11-18-2019
12
7
12
7
3'
4'
-
6
"
12
7
12
7
Vinyl Siding
Faux Stone
12-17-2019
2'
8"
9'
1'
-
2
"
9'
Asphalt Shingles
12
4
12
4
4:12 Pitch Break
4:12 Pitch Break
06-02-2020
PE
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Street Number
Displayed on House
Roof Ventilation as per
R806
Minimum Frost Depth Ground Surface to Bottom of Footing 36"
Ground Surface to
Slope away from
Foundation a
minimum of 6"
within first 10 ft.
Foundation Plan
Scale: 1/4"=1'-0" 36"x24" Size Paper
Scale: 1/8"=1'-0" 17"x11" Size Paper
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
Co
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2
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2
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Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
TOTAL SQ. FTG.= 4405
MAIN FLOOR=2237/2130 INTERIOR
BASEMENT=2180/1962 INTERIOR
GARAGE=1038
20
8
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5
2
4
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22" LAP
(Typ)
22
"
L
A
P
(T
Y
P
)
#4 @ 2'-0" O.C. E. W.
23/32 APA Rated Sheathing
W/ Tar Paper Between
Sheathing and Concrete
Tar Paper
2x Pressure Treated Rim
(Match Floor Joist Depth)
#4 @ 2'-0" O.C.
24
2x4 Pressure Treated Sill
Plate W/1/2" Dia.
Anchor Bolts @ 4'-0" O.C.
Wall Framing
(By Others)
Floor Framing
(By Others)
1 1/4" (Min.)
Eng Rim Joist
Foundation Wall
(By Others)
Floor Joist (See Table)
2x Ledger W/Simpson
1/4" SDS Screws
(Match Floor Joist Depth)
(See Table)
Simpson LUS Joist
Hanger W/ SD Screws
@ Each Joist
Span (See Table)
Slope
Cold Storage Detail
Scale: 1/4"=1'-0" UNO D Size Paper
Scale: 1/8"=1'-0" UNO B Size Paper
Span (See table)
Le
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Ma
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GENERAL STRUCTURAL NOTES
A. CODES AND SPECIFICATIONS
1.International Building Code (IRC) - 2012 Edition
2.ACI 318-11 Building Code Requirements for
Reinforced Concrete
3.ANSI/AF&PA National Design Specifications
(NDS) & Suppl. for Wood Const. -2012 Edition
4.ASCE 7-10 Min. Design Loads for Buildings and
other Structures
B. DESIGN LOADS UNIFORM (PSF)
1.Floor Loads Uniform
a. Deck Live = 100
C. MATERIALS
1. Dimensional Lumber #2 Douglas Fir
2. Concrete fc Slab 4000 PSi
3. Reinforcing Steel ASTM A615 - Grade 60
4. Anchor Bolts A36/F1554 GRADE 36
4" Concrete Deck Table
Span Joist Size Joist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x4 16" O.C.8" O.C.
6'-0"2x6 16" O.C.5" O.C.
8'-0"2x8 16" O.C.4" O.C.
6" Concrete Deck Table
Span Joist Size Joist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x4 16" O.C.7" O.C.
6'-0"2x6 16" O.C.4 1/2" O.C.
8'-0"2x8 12" O.C.3" O.C.
11-18-2019
5'
30
6
8
4040 SV
4040 SV
3068
2668
Bedroom 6
14'-8" x 11'-0"
10 CFM Fresh Air
Smoke Detector
Bath
50 CFM
Family
Room
18'-10" x 15'-10"
10 CFM Fresh Air
Mechanical
Cold Storage
3' Clearance in front of Furnace
Seismic Straps around WH
Kitchenette
100 CFM
3'
-
4
"
23'-8"
20
'
-
1
0
"
D
o
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8'
-
5
"
3'
-
2
"
3'-6"
Future
Elevator
5'
Use as CL now
5'
30
6
8
Bedroom 5
10'-0" x 13'-6"
10 CFM Fresh Air
Smoke Detector
Bedroom 4
11'-8" x 10'-0"
10 CFM Fresh Air
Smoke Detector
Office
10'-10" x 11'-8"
10 CFM Fresh Air
Smoke Detector
17
'
-
4
"
12'-8"
3068
2'
4040 SV
6'
-
3
"
5050 SV
4040 SV
4040 SV
4040 SV
4'
-
1
0
"
Theater
Room
6'
-
3
"
Entry
5050 SV
8'
7'
14'-8"5'13'
24'-8"
4'
34'28'
37
'
2'
6'
13'32'-8"12'-6"28'-6"
39
'
7'
2-2468
5050 SV
30
6
8
4'
DW
10'-6"
4'
7'
-
6
"
15
'
-
5
"
5'-11"
4'
-
3
"
11'-5"
3068
7'
22
'
-
2
"
7'
-
1
0
"
3068
2'-6"2'-6"
Cut 3' for
Passage
Opening with
Req. Blocking
3'
Cut 3' for
Passage
Opening with
Req. Blocking
4'
-
9
"
27
'
-
3
"
UP
7'-6"6'15'-6"5'
4'
4'
Cut 10' for Garage
Door opening
with Req. Blocking
Cut 18' for Garage
Door opening
with Req. Blocking
Cut 3' for
Passage
Opening with
Req. Blocking
Cut 3' for
Passage
Opening with
Req. Blocking
7'-8"20'-4"
12
'
18
'
9'3'
-
1
0
"
3'
-
2
"
9' Basement F. Walls2-
2
0
6
8
2-
2
0
6
8
26
6
8
2-2468
hood
Utility
50 CFM
Wo
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B
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n
i
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g
2'
21'-10"2'-10"
Be
a
m
Be
a
m
Floor Joist Direction
Floor Joist Direction
Floor Joist Direction
Floor Joist Direction
24
'
-
5
"
4'
-
4
"
13'-7"11'-1"
4'
7'-11"5'
2668
5'
5'-4"
add 110 Plug
3068
Bath
50 CFM
4'
2x
6
W
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l
2-2468
3068
47
'
86'-8"
8'
86'-8"
2x
6
W
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12-17-2019
26
6
8
Grab Bar
Cl
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Curbless Shower Fold up seat
2'
-
4
"
26
6
8
Linen
9' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
S
CM
HOLDDOWN:
H1 SIMPSON STRONG TIE STHD14-INSTALLED & NAILED
AS PER MANUFACTURERS RECOMMENDATIONS
CONCRETE TO WOOD CONNECTION
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H1
H1
H1
Bath
50 CFM
Header Notes:
Headers 4' or less use 1 Ply 9.50 or 2 Ply 2x10 Dim. Lumber
Headers 6' or less use 2 Ply 9.50
Headers 8' or less use 3 Ply 9.50 or 2 Ply 11.88 ML
Headers 10' or less use 3 Ply 11.88 or 2 Ply 14.00 ML
Headers 10' or more refer to TJXpert Layout
Exhaust and Ventilation:
Whole House Fan 80 CFM
Kitchen Fan 100 CFM
Laundry 50 CFM
Bathrooms 50 CFM
Bedrooms 10 CFM fresh air
Living Areas 10 CFM fresh air
Contractor to indicate location of fans if not indicated on plans already.
Window Callouts:
Width then Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
SH-is Single Hung DH is Double Hung
SV is Side Vent Fix is Fixed or Picture
T or Temp is Tempered Safety Glass
Tra is Transom
Ventilation R408.1
The under-floor space between the bottom of the floor joists and the
earth under any building (except space occupied by a basement)
shall have ventilation openings through foundation walls or exterior
walls. The minimum net area of ventilation opening shall not be less
than 1 s/f for each 150 s/f of under floor space area, unless the
ground surface is covered by a Class 1 vapor retarder material.
If the vapor retarder is used the min. net area of ventilation openings
shall not be less than 1 s/f for each 1500 s/f.
One such vent shall be within 3' of each corner of building.
GFoundation Wall System:
2x6 Treated Sill Plate
over Foam Sill Sealer
with 1
2" Anchor Bolts @ 72" O.C. 10" Long, 7" Embedded
Max. 12" from all Corners or Splices
Concrete Wall Greater than 9' need to have an Architects or Engineer
Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height
8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
2 1/2 Ø x1
4" Min. For each Bolt
over Concrete Foundation wall Consistent w/ 2015 IRC R401-403
With Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/ 2015 IRC Section R106.1
over Undisturbed Soil
Window Well System:
2015 IRC Code
Min. egress window opening will be 5.7 sq. ft 7 Sill height
no higher than 44" above FFL
Window wells provide a net clear of 9 sq. ft. w/min horiz.
projection & width of 36"
Exception:
Window Wells w/depth greater than 44" will have a
permanently affixed ladder or steps.
Ladder or Steps 12"-width Inside, 3"-from walls,
Spaced no more than 18" O.C.
One egress ladder shall be provided within a window well of an
unfinished basement
J
Smoke Alarms
2015 IRC Code Section 106. R314
All smoke alarms shall be listed in accordance with UL 217 &
installed in
accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate
vicinity of the bedrooms
-On each additional story including un-finish & finished
basements and habitable attics but not including crawl spaces
and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an
intervening door between the adjacent levels a smoke alarm
installed on the upper level shall suffice for the adjacent lower
level provided that the lower level is less than one full story
below the upper level.
-Alarm devices shall be interconnected with battery backup
that the actuation of one alarm will activate all of the alarms
CM
S
S
S
CM
TRIPLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
H1
H1
8'
-
1
"
H1
11'-1"
12
'
-
4
"
3'-1"
12
'
-
5
"
14'-1"
14'-1"
3'
-
6
"
9'
-
9
"
2'-6"
2'-4"
13'
23
'
-
1
1
"
12'
5'
-
8
"
19'-2"
4'
-
8
"
5'-10"
3'
-
1
0
"
5'-8"3'-6"
2'
-
6
"
10'-3"
5'
6'
5'-11"
3'
-
4
"
5'-10"5'-4"
2'-3"
06-02-2020
PE
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T-Wall
21
'
-
7
"
(See detail to side)
20 minute fire door
Build garage according to the
engineering provided.
Radon Reduction System
IRC Appendix F
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"
Main Floor
Scale: 1/4"=1'-0" 36"x24" Size Paper
Scale: 1/8"=1'-0" 17"x11" Size Paper
9' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
A3
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
Co
p
y
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g
h
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2
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Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
TOTAL SQ. FTG.= 4405
MAIN FLOOR=2237/2130 INTERIOR
BASEMENT=2180/1962 INTERIOR
GARAGE=1038
20
8
.
5
2
4
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11-18-2019
3068
3'
3'-6"
3'
37
'
34'
22'-6"
5'-4"
24'-8"
6'
39
'
7'
-
2
"
3'4'-6"3'-6"
7'-6"
10
'
-
6
"
3'-4"
2x
6
W
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9'-6"4'
-
1
0
"
5'-6"
23'-8"
10
'
-
1
0
"
Drain
3'-6"2'-6"
3068
Lockers
30
6
8
Front Porch
30
6
8
Hidden
Pantry
10
'
-
6
"
30
6
8
With doggie
door
With doggie
door
5'
-
4
"
3'
-
6
"
Bu
i
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t
-
i
n
s
Bu
i
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t
-
i
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s
DW
18x9 OH Garage Door
10x9 OH Garage Door
D
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4'
10
'
4'
18
'
3'
2'2'
7'
14'-8"13'12'-6"28'-6"
8'
7'
1'
86'-8"
39
'
30
6
8
Master
Bedroom/1
15'-0" x 14'-6"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
Master
Bath
50 CFM
WIC
Bath
50 CFM
Bedroom 3
12'-8" x 11'-4"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
Bedroom 2
11'-2" x 11'-0"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
Great Room
20'-0" x 20'-8"
10 CFM Fresh Air
9' Flat Ceiling
Dining
13'-0" x 10'-0"
10 CFM Fresh Air
9' Flat Ceiling
Kitchen
13'-0" x 10'-8"
100 CFM
9' Flat Ceiling
Utility
10'-0"x7'-6"
50 CFM 80 WHF
Entry
9' Ceiling
Office
9' Ceiling
12'-0"x10'x0"
Mud Room
3 Car
Garage
1038 Square Feet
2-
2
6
6
8
2668
3068
Future
Elevator
3'-6"
2
6
6
8
4'
13'
2'
4'-10"
3068
5'
3068
30
6
8
Use as CL now
6'
7'
4'
2-
2
6
6
8
10
11
12
13
14
1'
-
3
"
Ra
i
s
e
4'
3'-
1
0
"
2'
Li
n
e
n
2468
Down
Bu
i
l
t
-
i
n
s
Drain
2
6
6
8
2'
-
4
"
2668 P.
40
1
0
S
V
40
1
0
S
V
3010 SV 3050 SH
6046 F. 3046 SH 5040 F.6068 Slider
2'
ShelvesShoe
2'-6"
5040 SV
5040 SV
5030 SV 4040 SV 4040 SV
Bottom of Window 3' off the floor so HH
Shelf 40"
off ground
2'-2"
3'
50
1
0
S
V
2010 F
ØC
G
A
S
F
P
2'Chimney
Stack
Duct
Chase
Train ledge 12" from ceiling
Windows 4' off ground
Co
n
s
u
l
t
o
w
n
e
r
3046 SH
5'-4"
86'-8"
13'32'-8"41'
2010 F
12-17-2019
3'
-
1
0
"
7'-6"
Trash and Recycle cupboard
2'4068 P
Electrical and Water hookup for Future Sauna
Garage Portals:
Alternate Braced Wall Panel Garage Portal Design PFH
See Figure R602.10.6.2 Sheet A4
Contractor to locate exact
location of req'd 22" x 30"
Attic Access Point
Min. 30" Vert. Head Room
Clearance (2009-R807.1)
20min Fire Rated
1-3/8" Solid Door
or Equal, Self Close9'-10"
1'-9
"
3050 SH
1'-2"
22'-2"
4'-4"5'-6"14'-10"
39'-6"
5'-6"
2'-6"3'2'-6"10'2'-4"5'-3"5'5'6'-9"7'-9"4'-3"1'-10"20'-8"
4'
12
'
-
2
"
6'
5'
-
8
"
6'
-
6
"
6'
-
8
"
6'
-
2
"
6'
3'
3'
3'
-
3
"
3'
-
3
"
7'-8"5'-4"7'-4"7'-4"2'-6"2'-6"6'-6"6'-6"8'-9"11'8'-9"
3'
-
2
"
3'-4"4"4'10'-8"5'-4"11'-4 1/2"4'-3 1/2"11'-10"3'
-
1
0
"
3'
-
4
"
13'-8"20'
3'
2'-6"
Hook and Latch
3'
-
6
"
3'
-
1
0
"
3'
3'
-
1
0
"
8'
-
1
1
/
2
"
1
'
-
7
"
8'
-
6
"
4'
-
9
"
5
'
-
8
1
/
2
"
1
'
-
1
0
"15
7'
-
1
0
"
4'
-
4
"
3'
-
4
"
PF
H
PF
H
PF
H
Header Notes:
Headers 4' or less use 1 Ply 9.50 or 2 Ply 2x10 Dim. Lumber
Headers 6' or less use 2 Ply 9.50
Headers 8' or less use 3 Ply 9.50 or 2 Ply 11.88 ML
Headers 10' or less use 3 Ply 11.88 or 2 Ply 14.00 ML
Headers 10' or more refer to TJXpert Layout
3' Hallway Clearance
2015 IRC, Section R106 and R311.6
Saftey Glazing 2015 IRC, Sections R106 and R308.4.5
Exhaust and Ventilation:
Whole House Fan 80 CFM
Kitchen Fan 100 CFM
Laundry 50 CFM
Bathrooms 50 CFM
Bedrooms 10 CFM fresh air
Living Areas 10 CFM fresh air
Contractor to indicate location of fans if not indicated on plans already.
Window Callouts:
Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
SH-is Single Hung DH is Double Hung
SV is Side Vent F is Fixed or Picture
T or Temp is Tempered Safety Glass
Tra is Transom OBS Obscured
Smoke Alarms
2015 IRC Code Section 106. R314
All smoke alarms shall be listed in accordance with UL 217 &
installed in
accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate
vicinity of the bedrooms
-On each additional story including un-finish & finished
basements and habitable attics but not including crawl spaces
and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an
intervening door between the adjacent levels a smoke alarm
installed on the upper level shall suffice for the adjacent lower
level provided that the lower level is less than one full story
below the upper level.
-Alarm devices shall be interconnected with battery backup
that the actuation of one alarm will activate all of the alarms
S
Crawl Space:
Through Floor min 18"x24" or through perimeter wall min 16"x24"
required crawl space opening. If applicable, refer to mechanical code
for access requirements where mechanical equipment is located
under floors.
2015 IRC, Section R106, R408.4 M1305.1.4
Carbon Monoxide Alarms
2015 IRC Section 106 & R315.1
New Construction an approved carbon monoxide alarm installed
outside of each sleeping area in the immediate vicinity of bedroom
and dwelling units.
They shall be listed as complying with UL 2034 and installed
accordingly
CM Furnace:
Location of furnace and water heater 2015 IRC, Section R106,
and M1305
Elevate all sources of ignition in the garage a min. of 18" above the floor
2015 IRC, Sections R106, and M1307.3
Provide a protection post in the garage to prevent vehicle damage to
furnace and water heater. 2015 IRC, Section R106, M1307.3.1
PFH
3'-10"3'-10"
(4 Typ) 1'x1' Post
10
'
-
8
"
5'
-
8
"
5'
7'-3"
13'
5'-9"
2x
6
W
a
l
l
1'
-
1
0
"
6'
-
4
1
/
2
"
4'
9'
-
6
"
7'
12 3456789
5'-8"4'-9"
7'
-
6
"
8'
-
4
"
21
'
-
2
"
15
'
-
4
"
2'-6"
2'
-
6
"
8'
7'-11"
06-02-2020
PE
R
M
I
T
S
E
T
2'-3"
Po
n
y
W
a
l
l
4'-4"
1hr Firewall No
Penetrations
50
CFM
2x6 Wall
2x6 Wall
3068
50
CFM
4'
4'
2026 F
12
7
4'
4'
2026 F
12
7
SD CO
block wall for nailing the edges of the sheeting on the outside
The garage area is engineered.
Cross Section
Floor System:
Interior Walls:
Exterior Walls:
Soffit System:
A
C
E
D
B
Alternate Reinforcing Bar Size and Spacing
Vertical Rebar Only
8" nominal wall thickness
72" Max rebar spacing
#4 @ 15" is equal to #5 @ 23" or #6 @ 32"
#4 @ 16" is equal to #5 @ 25" or #6 @ 32"
#4 @ 16" is equal to #5 @ 25" or #6 @ 36"
Load-Bearing Value of Soil (psf)
1500 2000 3000
Conventional Light-frame Construction
1-story
2-story
3-story
4" Brick Veneer over light frame
1-story
2-story
3-story
12
21
32
12
16
24
12
15
23
12
12
17
12
12
16
Table R403.1
Min. Width of Conc. or Masonry Footings (inches)
Smoke Alarms
2015 IRC Code Section R314
All smoke alarms shall be listed in accordance with UL 217 & installed in
accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate vicinity of the
bedrooms
-On each additional story including un-finish & finished basements and habitable
attics but not including crawl spaces and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an intervening door
between the adjacent levels a smoke alarm installed on the upper level shall
suffice for the adjacent lower level provided that the lower level is less than one full
story below the upper level.
-Alarm devices shall be interconnected with battery backup that the acuation of
one alarm will activate all of the alarms
S Exhaust and Ventilation:
Whole House Fan 80 CFM
Kitchen Fan 100 CFM
Laundry 50 CFM
Bathrooms 50 CFM
Bedrooms 10 CFM fresh air
Living Areas 10 CFM fresh air
Contractor to indicate location of fans if
not indicated on plans already.
Carbon Monoxide Alarms
2015 IRC Section R315
New Construction an approved carbon monoxide alarm installed outside of
each sleeping area in the immediate vicinity of bedroom and dwelling units.
They shall be listed as complying with UL 2034 and installed accordingly
Fasteners for Preservative treated wood
2015 IRC Code Section R402.1.1
Fastner for Preservative treated wood shall be of hot dipped
zinc-coated galvanized steel, stainless steel, silicon bronze or
copper. Exceptions:
1. One-half inch (12.7mm) diameter or greater steel bolts.
2. Fasteners other than nail & timber rivets shall be permitted to
be of mechanical deposited zinc coated steel with coating weights
in accordance with ASTM B695 class 55 min.
Frost Protection 403.1.4.1
Except where otherwise protected from frost, foundation walls, piers and other
permanent supports of buildings and structures shall be protected from frost by
one or more of the following methods:
1. Extended below the frost line specified in Table R301.2
2. Construct in accordance with Section 403.3
3. Construct in accordance with ASCE 32 or
4. Erected on Solid Rock
Exceptions:
-Protection of freestanding accessory structures with an area of 400 of 600
square feet or less, of light frame construction with an eve height of 10' of less
shall not be required.
-Decks not supported by a dwelling need not be provided with footings that
extend below the frost line.
-Footings shall not bear on frozen soil unless the frozen condition is permanent.
Ventilation 2015 IRC Section R408
The under-floor space between the bottom of the floor joists and
the earth under any building (except space occupied by a
basement) shall have ventilation openings through foundation
walls or exterior walls. The minimum net area of ventilation
opening shall not be less than 1 s/f for each 150/f of under floor
space area, unless the ground surface is covered by a Class 1
vapor retarder material.
If the vapor retarder is used the min. net area of ventilation
openings shall not be less than 1 s/f for each 1500 s/f.
One such vent shall be within 3' of each corner of building.
CM
Basement Furring:
F
8" Conc. Walls
Not Required
Not Required
#6 at 36" O.C.
Not Required
Not Required
#6 at 35" O.C.
#6 at 32" O.C.
Not Required
#6 at 35" O.C.
#6 at 34" O.C.
Max. Wall
Height
8'
9'
10'
Max. Unbalanced
Backfill Height
5' or less
6'
7'
5' or less
6'
7'
8'
7' or less
8'
9'
8' and Under (1) Horizontal Rebar in top 12" and one at mid-height
8' and Greater (1) Horizontal Rebar in top 12" and one bar at each third point
Min. Vertical Reiforcement Size & Spacing
Table R404.1.2 (3)
Reinforced Concrete Foundation Walls
GM, GC, SM, SM-SC and ML Soils
45
Cross Section
Roof System:
2015 IRC Code Section R801, R901
Architectural Grade, 25 year Asphalt Shingles R905
over #15 building felt
over 7/16" Ext. OSB roof sheeting
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
over 3:12 and 7:12 Pitch Engineered Trusses @ 24" O.C.
(Framed According to Engineered Truss Layout)
with R-49 Blown in Attic Insulation
with 5/8" Sheet Rock on Interior Side
Taped Prep'd for Interior Finishes
Contractor to indicate 22"x30" Attic Access Location
2015 IRC Ice Protection Ice Barrier consisting of
2 layers of cemented under-layment and extend from the
eave's edge 24" min. from inside exterior wall
A
E
D
B
12
21
32
12
16
24
12
12
16
12
12
12
S
C
Us
e
t
h
i
s
t
a
b
l
e
u
n
l
e
s
s
a
s
o
i
l
t
e
s
t
i
s
d
o
n
e
A4
Su
n
d
a
n
c
e
dr
a
f
t
i
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g
&
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s
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n
PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
Co
p
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r
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S
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a
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D
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a
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&
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s
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2
0
2
0
Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
TOTAL SQ. FTG.= 4405
MAIN FLOOR=2237/2130 INTERIOR
BASEMENT=2180/1962 INTERIOR
GARAGE=1038
20
8
.
5
2
4
.
2
8
8
0
N EE
D
AH
OU
S
E
P LA
N
.
C
O
M
4'
Nailing or Screws
7" O.C. Max
Horiz. & Vert.
Blocks at
Drywall Joints
for 7" O.C.
Screws of Nails
Drywall is shown cutaway
Overlapped Double Plate
2x6 Exterior wall
@16"O.C. with
7/16" Waferboard
Drywall & Waterboard
not Shown for clarity
2x4 Interior Wall
@16" O.C.
4'x8'
Shear Panel
on Both Sides
4'
8'x8'
Shear Panel
on Single Side
48
.
5
"
t
o
c
n
t
r
IBWP 3
Interior Braced Wall Panel IBWP
2015 IRC Section 602.10.1
BWP 3-Interior Braced Wall Method 3
(IRC R602.10)
2x4 Studs @ 16" O.C. w/7/16" OSB
Nailed 5" O.C. and 10" Field
IBWP 5-Interior Braced Wall Method 5
1/2" min. Gypsum board 48" length
applied to both sides OR 96" to one side
covering 3 studs spaced 16" or
2 studs spaced 24" apart, blocked
Screwed @7"/7" w/1" Drywall Screws
All Vert Joints occur over stud
All Hori. Joints blocked w/2x4 blocking
Braced Wall Panel BWP
3' Braced Walls at each strap with
7/16" OSB one side, blocked in all joints
Nailed @ 6"/12" w/ 8d or
Stapled @ 4"/8" w 16 ga.
All joints must occur over raming member
6" at edge
12" in field
4'
8d @ 12"
O.C. in field
8d Nails @ 6"
O.C. @ edge
Braced Wall Panel Detail
BWP
IBWP 5
All exterior wall are braced walls.
Rev
Rev
A5
of
(1) 5 8" Ø Anchor Bolts R403.1.6 with
2"x2"x316" plate washer
Fasten sheathing to header w 8d common or
gal. box nails in 3" grid pattern as shown
Header to jack-stud strap per table R602.10.6.4 on both sides of
opening opposite side of sheathing
Min. Length of panel per Table R602.10.5
Min. double 2x4 framing covered w min. 716" thick wood structual
panel sheathing w 8d common or gal. box nails at 3" o.c. in framing
(studs and sills) as shown. typ.
Min. (2) 3500 LB Tie-Down Device (Embedded into
Concrete and Nailed into Framing)
Typical Portal
Frame Construction
Double Portal Frame (Two Braced Wall Panels)
Height of Braced Wall Panel
SDC A,B, and C
Windspeed <110 MPH
Sheathed Width
2'-8"2'-8"
Min. Double
2x4 Post
MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1
Tie-Down
Force (lb.)
11 ft.
3'-2"
1800
3000
If needed, panel splice edges
shall occur over & be nailed
to common blocking w/in
middle 24" of wall mid-height.
One row of 3" o.c. nailing
is req. in ea. panel edgeMin. 1000LB
Tie down
Device
Extent of Header
2200
3600
Single Portal Frame (One Braced Wall Panel)
Extent of Header
1800
3000
Ma
x
H
e
i
g
h
t
1
0
'
-
0
"
1800
3000
-
-
1
Seismic Design
Category and Windspeed
2'-8"
8 ft.
2'-4"
9 ft.
2'-8"
10 ft.
2'-8"
Note a
12 ft.
3'-6"
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
2000
3300
Sheathed Width
SDC D,D, and D
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
0 2
Note a
-
-
Alternate Braced Wall Panel Garage Portal Design
Figure R602.10.6.2
Ma
x
T
o
t
a
l
W
a
l
l
H
e
i
g
h
t
1
2
'
-
0
"
Min. Footing under
opening is 12"x12"
Min. reinforcing of
foundation, (1) #4 bar
top & bottom of footing.
Lap bars 15" min.
2'-18" finished width for single or double portal
Min. 3"x11 14" net header (Steel header prohibited)
Scale: 1/4"=1'-0" UNO on 36"x24" Size Paper
Scale: 1/8"=1'-0" UNO on 17"x11" Size Paper
Rev
Portal Frames with Hold Downs (PFH)
Fa
i
r
e
s
R
e
s
i
d
e
n
c
e
2015 IRC Code R602, R608, R703
Stucco, Faux Stone, and Vinyl Siding over Weather Resistive
Barrier 7/16" APA OSB & Nailing Pattern 6"-edge 12"-field
2x6 Stud framed @ 24" O.C. UNO
with (2) 2x6 Top Plates
with (1) 2x6 Bottom Plate
with min. R-21 Batt Insulation
with 1/2" Sheetrock Inside Occupancy separation between
between house, attic, and garage
Taped Prep'd for Interior Finishes
2015 IRC Code
2x6 Fascia Board
with style "D" Metal Drip Edge
with 3/8" Soffit Sheeting
with 3" Continuous Soffit Venting
with add'l 2x4 Support as Required
2015 IRC Code
2x4 Stud framed @ 24" O.C.
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with 1/2" Sheetrock Both Sides
Taped Prep'd for Interior Finishes
2015 IRC Code Section R502, R503, R504
3/4" T&G OSB Sub-floor Glued & Nailed
over 11-7/8 TJI Engineered Floor Joist
Series, Placement, & O.C. Spacing as determined &
indicated on TJXpert Layout. (Version 6.0 or later)
connected to Rim Joist, spliced using gal. metal ties
not less than .058" x 1.5" wide
fastened w/6 16d nails ea. side
over 1/2" Sheetrock on Ceiling Side
Taped and Prep'd for Interior Finishes
2015 IRC Code SectionR602.4
2x4 Stud Framed @ 24" O.C. with Bearing Walls @ 16" O.C.
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with R-13 Batt Insulation
with 6-Mill Poly Vapor Barrier
with 1/2" Sheetrock on Interior Side
Taped and Prep'd for Interior Finishes
Stair System:
2015 IRC R302.7, 311.7.2, R311.7 R312.1.3
Eq. Stair Risers 7 3/4" Max. height, Eq. Stair Treads 10" Min. depth
over (3) 11.5" MIN. Stair Stringers bolted at bottom with P.T. 2x4 -3
places with 3" x 1
2" Ø bolt and top securely mounted to framing with
Simpson A35 Connector at Stairs
Stringer to Ledger or alternate approved connection.
with Cont. Handrail System mounted 36"above stair plane.
with Handrail return to wall.
with a Min. 6'-8" Head Clearance above stair plane.
with all other Railing System to be min. 42" above FFL &
meet current building codes for vert. and horiz. loading.
Slate Spacing to no more than 4" sphere to pass thru.
12" Gypsum Board under stairs
2% Slope Max 1 to 48
H
GFoundation Wall System:
2x6 Treated Sill Plate
over Foam Sill Sealer
with 1
2" Anchor Bolts @ 72" O.C. 10" Long, 7" Embedded
Max. 12" from all Corners or Splices
Concrete Wall Greater than 9' need to have an Architects or Engineer
Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height
8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
2 1/2 Ø x1
4" Min. For each Bolt
over Concrete Foundation wall Consistent w/ 2015 IRC R401-403
With Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/ 2015 IRC Section R106.1
over Undisturbed Soil
Window Well System:
2015 IRC Code
Min. egress window opening will be 5.7 sq. ft 7 Sill height
no higher than 44" above FFL
Window wells provide a net clear of 9 sq. ft. w/min horiz.
projection & width of 36"
Exception:
Window Wells w/depth greater than 44" will have a
permanently affixed ladder or steps.
Ladder or Steps 12"-width Inside, 3"-from walls,
Spaced no more than 18" O.C.
One egress ladder shall be provided within a window well of an
unfinished basement
J
11-18-2019
12-17-2019
12
7
12
4
9'
5"
8'-1" to 9' (1) Horiz. Bar
in top 12" and one bar
at each third point
(2) #4 Rebar
Horiz. Cont.
(2) #4 Rebar
Horiz. Cont.
(2) #4 Rebar
Horiz. Cont.
8"
8'
1'
-
2
"
9'
12
'
-
2
1
/
2
"
1'
21
'
-
2
1
/
2
"
22
'
-
4
1
/
2
"
23
'
-
4
1
/
2
"
31
'
-
4
1
/
2
"
32
'
-
0
1
/
2
"
AA
BB
BB
BB
CC CC
EE
FG
8'
-
9
"
6'
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8
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Stringer
Intermediate
Support
16 Steps
Porch to Footing
Detail
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1
11" Min Run on
Conc. Step into house
Max Rise 7 3/4"
Concrete Steps into House
Entry Great Room
Hall Family RoomCold
Storage
06-02-2020
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Roof Trusses (designed according to R802.10.1) 35 # Snow
and 90 mph winds (Local Conditions)
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"
Plot Plan
Scale: 1/16" =1'-0" D Size Paper
Scale: 1/32"=1'-0" B Size Paper
Pine Brook Estates
Div. No. 2, Block No. 6, Lot No.7
Rexburg, Idaho
Madison County
NORTH
A5
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
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2
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Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
TOTAL SQ. FTG.= 4405
MAIN FLOOR=2237/2130 INTERIOR
BASEMENT=2180/1962 INTERIOR
GARAGE=1038
20
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Rev
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11-18-2019
12-17-2019
Location
of New
Construction
85
'
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2
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18.47' S 89° 59' 46" W
18
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S
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4
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E
C106
R=200.00'
L=113.82'
54.21' N 89° 59' 46" E59.41' N 89° 59' 46" E
Line of Required Setback
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98'-7"
9
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10
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45
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70'-6"
7'-6"
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28
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39
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2'
14
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32
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13
'8'
3'
12
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1'7'
34
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24
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37
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5'
13
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40
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34'-7 1/2"
53
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10
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42'-1 1/2"26
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9
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12.90'
N 89° 59' 46" E
06-02-2020
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Sidewalk and landscape strip shall be
installed per City of Rexburg
Engineering Standards - Street
Section RR2.
Plans are approved for the principal
building. All other ancillary buildings
will need to go through the permitting
process.