HomeMy WebLinkAboutUPDATED PLANS - 20-00364 - 1092 Greenside Loop - Merdian New SFRElevations
Scale: 1/4" & 1/8" =1'-0" on 36" x 24" Paper
Scale: 1/8" & 1/16"=1'-0" on 17" x 11" Paper
Front Elevation
Back Elevation
Right ElevationLeft Elevation
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PAGE LAYOUT
A1-Elevations
A2-Basement Foundation
A3-Floor Plan
A4-Bonus Room (Optional)
A5-Cross Section
A6-Plot Plan
GENERAL NOTES:
1/4"=1'-0" UNO
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Copyright Sundance Drafting and Design 2020
D Size Paper
1/8"=1'-0" UNO
B Size Paper
Date
Scale
Drawn By:
Reviewed By:
Bid Set
Permit Set
T. Stoddart
6:12 Pitch Main
8:12 Pitch Front & Sides
10:12 Garage Bonus
9' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
TOTAL SQ. FTG.= 3880
MAIN FLOOR=1938/1840 INTERIOR
BASEMENT =1942/1732 INTERIOR
Optional BONUS = 381
GARAGE =1038
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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.
Copyright Sundance Drafting and Design 2020
06-25-19
12
Shake
Shingles
12
8
12
10
Cricket
Pergola
Vertical Siding
Faux Stone
Line of
Optional
Bonus Room
9:12
Metal Seam Roof
12
6
12
6
12
10
12
10
Top of Foundation
Wall to
Curb or Street
need to be
Min. 24" Elevation
Rev.
Rev.
Rev.
08-19-19
MATERIALS
Vertical Siding=327 SF
Horizontal Siding=1183 SF
Faux Stone=269 SF
Shakes=30 SF
Soffit = 386 LF
PERMIT SET
03-10-20
12-07-20
Horiz. Siding
12
10
12 12
8
Foundation Plan
Scale: 1/4"=1'-0" D Size Paper
Scale: 1/8"=1'-0" B Size Paper
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.
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.
GFoundation Wall System:
2x6 Treated Sill Plate
over Foam Sill Sealer
with 1
2" Anchor Bolts @ 32" 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 & SQUARE plate Washer
3x3x1/4" Min. For each Bolt
over Concrete Foundation wall Consistent w/ 2012 IRC R401-403
With Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/ 2012 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.
J
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
A2A2
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PAGE LAYOUT
A1-Elevations
A2-Basement Foundation
A3-Floor Plan
A4-Bonus Room (Optional)
A5-Cross Section
A6-Plot Plan
GENERAL NOTES:
1/4"=1'-0" UNO
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Copyright Sundance Drafting and Design 2020
D Size Paper
1/8"=1'-0" UNO
B Size Paper
Date
Scale
Drawn By:
Reviewed By:
Bid Set
Permit Set
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
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
T. Stoddart
9' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
TOTAL SQ. FTG.= 3880
MAIN FLOOR=1938/1840 INTERIOR
BASEMENT =1942/1732 INTERIOR
Optional BONUS = 381
GARAGE =1038
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6
8
2x6 Wall
WIC
T-Wall
4" Conc.
Pour Ove
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Undisturb
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Soil
1
66'
25'-2"12'-10"
38'
21
'
-
2
"
7'
10
'
-
1
0
"
11
'
-
2
"
6'-6"6'-4"
TRIPLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
HOLDDOWN:
H1 SIMPSON STRONG TIE STHD14-INSTALLED & NAILED
AS PER MANUFACTURERS RECOMMENDATIONS
CONCRETE TO WOOD CONNECTION
Cantilever Above
28
'
-
2
"
22
'
44
'
-
6
"
14
'
-
2
"
58
'
-
8
"
13'
05-04-19
28'
66'
Cut 3' for Passage
Opening with
Req. Blocking
Cut 18' for Garage
Door opening
with Req.
Blocking
Cu
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9
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R
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B
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Raised Concrete
Patio Above
1'
-
6
"
Linen
Bedroom 4
11'-2" x 12'-8"
10 CFM Fresh Air
Smoke Detector
Linen
Bath
50 CFM
59 SF Tile
Bedroom 5
11'-2" x 12'-8"
10 CFM Fresh Air
Smoke Detector
Mech.
3' Clearance in front
of Furnance
Seismic Straps
around WH
Furn
WH
WS
Up to Main
Storage
8'-10"x 9'-2"
UNFINISHED
9' Basement F. Walls
Family Room
24'-8" x 23'-5"
10 CFM Fresh Air
Fl
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6
8
28
6
8
2868
2
6
6
8
2468
2468
20
6
8
2868
Beam
30
6
8
Beam
12
'
-
5
"
13
'
-
1
0
"
18
'
-
3
"
10'-5"
AV/Shelves
Theater
12'-10" x 17'-0"
30
6
8
B
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24
6
8
3068
20
3
0
Play Area
Under Stairs
2020 Window Opening
Optional Gas
Fireplace
J
5040 SV
J
5040 SV
J
5040 SV
2668 P
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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.
Copyright Sundance Drafting and Design 2020
6'
-
8
"
11
'
-
6
"
19
'
-
6
"
6'
-
1
0
"
Center of
Footing
Center of
Footing
24
'
-
8
"
13'-9"
6'
-
1
1
"
8'
-
7
"
Center of
Footings
9'-9"
4'11'-1"17'-1"11'-1"
3'-2"3'-2"7'-11"
6'
-
4
"
7'
18
'
-
3
"
12
'
-
9
"
4'
-
2
"
14'-3"
1'
-
6
"
5'
1'
-
7
"
4'
-
8
"
1'
14'-1"
12
'
-
7
"
6'
-
5
"
5'
-
5
"
3'
-
1
0
"
3'-8"9'3'-4"9'-2"
5'-10"11'-2"11'
8'-10"
8'
-
8
"
1'
-
4
"
Center of
Footing
Center of
Footing
2'
-
8
"
Center of
Footings
11'
11'
24
'
-
2
"
4" Conc.
P
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Undistur
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2
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R
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2"
R
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2" Rock Ledge
5'
4'-9"3'-4"14'-1"
7'-2"
S
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S
CM
H1
H1
H1
H1
H1H1H1H1
2
"
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1'
2" Rock Ledge
06-25-19
Wet
Bar
Rev.
Rev.
Rev.
31
'
28'-2"
3'-8"
Bedroom 6
16'-4" x 11'-6"
10 CFM Fresh Air
Smoke Detector
08-19-19
PERMIT SET
03-10-20
Beam to Be Flush w/ Ceiling
12-07-20
11'-4"23'-4"18'-4"
66'
10
'
7'
10
'
68
'
-
2
"
6'
-
5
"
5'
-
1
0
"
H1 H1
6'-3 1/2"15'-5 1/2"
Main Floor
Scale: 1/4"=1'-0" D Size Paper
Scale: 1/8"=1'-0" B Size Paper
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
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.
2012 IRC, Section R106, R408.4 M1305.1.4
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
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
3'
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
3'
8'x8'
Shear Panel
on Single Side
48
.
5
"
t
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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 2012 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.
A3
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PAGE LAYOUT
A1-Elevations
A2-Basement Foundation
A3-Floor Plan
A4-Bonus Room (Optional)
A5-Cross Section
A6-Plot Plan
GENERAL NOTES:
1/4"=1'-0" UNO
Me
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Sheet
R. Blackburn, K. Earl
Co
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2
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2
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Copyright Sundance Drafting and Design 2020
D Size Paper
1/8"=1'-0" UNO
B Size Paper
Date
Scale
Drawn By:
Reviewed By:
Bid Set
Permit Set
T. Stoddart
9' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
TOTAL SQ. FTG.= 3880
MAIN FLOOR=1938/1840 INTERIOR
BASEMENT =1942/1732 INTERIOR
Optional BONUS = 381
GARAGE =1038
20
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18
'
x
8
'
O
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3068
Pantry
2-3050 SH
28
6
8
26
6
8
28
6
8
24
6
8
C
O
4040 Fix TempGFP
DW
REF
3'3'
6'6'6'-6"
66'
5'
24'-10"28'-2"
66'
24
'
1'
-
6
"
3'
2'
-
8
"
3'
2'
-
6
"
5'
-
4
"
4'
-
2
"
14
'
15
'
58
'
-
6
"
5'-6"5'-6"5'-6"5'-6"
6'-2"11'11'
10'-8"
3'-4"7'-10"5'-7 1/2"
16
'
-
1
0
"
9' x 8' OH Garage Door
WIC
9'
-
6
"
4'
-
8
"
24
'
-
1
0
"
2468
12
'
28
'
5'
-
6
"
Be
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2'
18
'
2'
Bedroom 3
10'-8" x 11'-0"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
Carpet
Master
Bedroom
13'-6" x 14'-0"
10 CFM Fresh Air
9' Tray Ceiling
Smoke Detector
Carpet
M.Bath
50 CFM
100 SF Tile
3 Car Garage
Flat Work = 1008 SF
Garage Floor 7" Reveal in Back
11" Reveal in Front to Top of Floor
Contractor to locate exact
location of req'd 22" x 30"
Attic Access Point
Min. 30" Vert. Head Room
Clearance (2009-R807.1)
Kitchen
10'-0" x 17'-0"
100 CFM
9' Ceiling
210 SF Tile
Hall
22
'
13'
2'9'2'
21
'
7'
4'-5"4'-5"
11" Min. Steps
2'
-
2
"
Vapor
Barrier
Optional
Up To
Bonus
9' Ceiling
86 SF Tile
PF
H
PFH
3050 SH
3050 SH
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.
Garage Portals:
Alternate Braced Wall Panel Garage Portal Design PFH
See Figure R602.10.6.2 Sheet A4
PFH
05-04-19
S
CM
S
S
28
6
8
Linen
2068 P
Bedroom 2
10'-0" x 11'-10"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
Carpet
2-2468
Bath
50 cfm
49 SF Tile
4'
-
6
"
2'
-
8
"
6'
3'
2'-6"
4'-6"
36
6
8
C
O
11' Cap Plate
Entry
43 SF Tile
PF
H
S
IB
W
P
5
PFH
Ra
i
s
e
d
B
a
r
13'
4050 SH4050 SH
26
6
8
Be
a
m
Op
t
i
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n
a
l
B
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n
u
s
1
0
:
1
2
p
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c
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w
/
1
6
"
h
e
e
l
5010 Trans.
6010 Tra
2-3050 SH
6010 Tra
1'2-3050 SH
6010 Tra
3050 SH
3'-8"
16'
3010 Tra
T 5050 SH
Higher Header
4010 Tra4010 Tra
40
5
0
S
H
40
1
0
T
r
a
4010 SV
5050 SH
Higher Header
Do
w
n
26
6
8
2-2468
30
6
8
30
6
8
28
6
8
1 2 3 4 5
1234567
(2) 7" Newel
Post
9'
-
6
"
Railing
3'-4"
2'
Roof Outline
Covered Porch
42 SF
60 SF Hearth &
Rock Front
To Ceiling
(Estimate Only)
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.
Copyright Sundance Drafting and Design 2020
4'-4"4'-4"3'-8"
2x6 Wall
2x6 Wall
4'-6"4'
2'
-
6
"
2'
-
6
"
5'
2'
-
8
"
12
'
-
4
"
9"4'-8"9"
8"
11026
Tra
7'-8"
8'
-
4
"
4
'
-
5
1
/
2
"
4'-
0
1
/
2
"
3
'
-
1
1
1
/
2
"7'
3'-1"5'-11"11'11'
4'-4"6'-8"
13'
1'
5'
H1
7'
4'
6'
-
2
"
4'
-
8
"
13
'
-
2
"
31
'
3'
-
9
"
3'
-
3
"
2'-8"
3
'
-
1
"
4'-10"6'3'-4"11'-5"13'-6"
2468 Op.
8'-10"
3'-11"3'-4"3'-4"
5'
-
8
"
5'
1'
-
6
"
Utility
50 CFM
80 WHF
60 SF Tile
Great Room
24'-2" x 24'-10"
10 CFM Fresh Air
9' w/ Box & Coffered Ceiling
06-25-19
44
'
-
6
"
53'
Rev.
Rev.
Rev.
20min Fire Rated
1-3/8" Solid Door
or Equal
1 Hr Fire Rating
NO PENETRATIONS IBWP 5 (4')
IBWP 5 (4')
08-19-19
28
6
8
PERMIT SET
03-10-20
Gl
a
s
s
23'
5'-7"4'-10"
34'-6"
Raised
Covered
Patio
10' Ceiling Height
Temp
Oven
Micro
Dining
14'-0" x 9'-0"
100 CFM
9' Boxed Ceiling
125 SF Tile
4'3'-4"24'-8"
12-07-20
2-6x6
Posts
H1
IB
W
P
5
6'
-
8
"
7'
-
6
"
2'-4"H1
8'
-
6
"
29'-2"3'-4"
3'-10 1/2"
10
'
Scale: 1/4"=1'-0" D Size Paper
Scale: 1/8"=1'-0" B Size Paper
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.
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.
Optional Bonus Room A4A4
Su
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PAGE LAYOUT
A1-Elevations
A2-Basement Foundation
A3-Floor Plan
A4-Bonus Room (Optional)
A5-Cross Section
A6-Plot Plan
GENERAL NOTES:
1/4"=1'-0" UNO
Me
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D2
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A6
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Sheet
R. Blackburn, K. Earl
Co
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2
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Copyright Sundance Drafting and Design 2020
D Size Paper
1/8"=1'-0" UNO
B Size Paper
Date
Scale
Drawn By:
Reviewed By:
Bid Set
Permit Set
10:12 Pitch Bonus Trusses w/ 16" Heel
9' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
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
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
T. Stoddart
TOTAL SQ. FTG.= 3880
MAIN FLOOR=1938/1840 INTERIOR
BASEMENT =1942/1732 INTERIOR
Optional BONUS = 381
GARAGE =1038
20
8
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5
2
4
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2
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8
0
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Optional
Bonus
Room
12'-11" x 27'-0"
10:12 Attic Trusses
w/ 16" Heel
375 SF
05-04-19
1'
-
4
"
8"
s
p
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F
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I
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12
10
8'
4'
-
6
"
12'-11 1/2"5'-11"5'-11"1'-6"1'-6"
23456789101112131415
16
2-3040 SH
6'
C
e
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H
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t
7'
C
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H
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h
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8'
C
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H
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4'
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6
"
S
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8
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T
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6'
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H
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t
7'
C
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H
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8'
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4'
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6
"
S
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8
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T
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12'-11 1/2"5'-11"5'-11"
6'-6"6'-6"
24'-10"
11'-8 1/2"
9'-3 1/2"
25'
5'
-
2
"
27
'
-
6
"
5'-11"3'-6"4'-2"5'-7"5'-7"
Down To
Main
4'
15'-8 1/2"
Stair
Opening
6'
-
8
"
3'-6"
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
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.
Copyright Sundance Drafting and Design 2020
24'-10"
11
'
-
1
1
1
/
2
"
Half Wall
06-25-19
Rev.
Rev.
Rev.
9'
6'
-
8
"
3'
3
6
°
16'-
1
1
/
2
"
H
Scale: 1/4"=1'-0"
Hea
d
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o
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m
H
e
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t
Han
d
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a
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l
H
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t
10 1/2"
7
3
/
8
"
Stringer
Intermediate
Support
08-19-19
03-10-20
12-07-20
PERMIT SET
Su
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d
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c
e
dr
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t
i
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g
&
d
e
s
i
g
n
PAGE LAYOUT
A1-Elevations
A2-Basement Foundation
A3-Floor Plan
A4-Bonus Room (Optional)
A5-Cross Section
A6-Plot Plan
GENERAL NOTES:
1/4"=1'-0" UNO
Me
r
i
d
i
a
n
P
l
a
n
Pi
n
e
B
r
o
o
k
E
s
t
a
t
e
s
D2
B
2
L
4
A6
of
Sheet
R. Blackburn, K. Earl
Co
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y
r
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h
t
S
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a
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c
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D
r
a
f
t
i
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&
D
e
s
i
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n
2
0
2
0
Copyright Sundance Drafting and Design 2020
D Size Paper
1/8"=1'-0" UNO
B Size Paper
Date
Scale
Drawn By:
Reviewed By:
Bid Set
Permit Set
T. Stoddart
TOTAL SQ. FTG.= 3880
MAIN FLOOR=1938/1840 INTERIOR
BASEMENT =1942/1732 INTERIOR
Optional BONUS = 381
GARAGE =1038
20
8
.
5
2
4
.
2
8
8
0
N EE
D
AH
OU
S
E
P LA
N
.
C
O
M
05-04-19
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.
Copyright Sundance Drafting and Design 2020
06-25-19
Rev.
Rev.
Rev.
08-19-19
PE
R
M
I
T
S
E
T
03-10-20
12-07-20
Cross Section
Scale: 1/4"=1'-0" UNO D Size Paper
Scale: 1/8"=1'-0" UNO B Size Paper
Us
e
t
h
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s
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a
b
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s
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Taped and Prep'd for Interior Finishes
over 1/2" Sheetrock on Ceiling Side
connected to Rim Joist, spliced using gal. metal ties
fastened w/6 16d nails ea. side
not less than .058" x 1.5" wide
2012 IRC, Section R106 and R308.4.5
7/16" APA OSB & Nailing Pattern 6"-edge 12"-field
Taped Prep'd for Interior Finishes
Series, Placement, & O.C. Spacing as determined &
indicated on TJXpert Layout. (Version 6.0 or later)
over 11-7/8 TJI Engineered Floor Joist
3/4" T&G OSB Sub-floor Glued & Nailed
2x4 Stud framed @ 24" O.C.
Floor System:
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with 1/2" Sheetrock Both Sides
with min. R-21 Batt Insulation
Interior Walls:
with 1/2" Sheetrock Inside Occupancy separation between
with (1) 2x6 Bottom Plate
with (2) 2x6 Top Plates
2x6 Stud framed @ 24" O.C. UNO
2x6 Fascia Board
with 3" Continuous Soffit Venting
with add'l 2x4 Support as Required
Exterior Walls:
with 3/8" Soffit Sheeting
with style "D" Metal Drip Edge
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)
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.
Fastners for Preservative treated wood
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. Fasterners 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 front 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 R408.1, R408.2, and R408.3
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 300 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.
Taped Prep'd for Interior Finishes
CM
between house, attic, and garage
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.
J
with 1/2" Sheetrock on Interior Side
Taped and Prep'd for Interior Finishes
Basement Furring:
with 6-Mill Poly Vapor Barrier
with (2) 2x4 Top Plates
2x4 Stud Framed @ 24" O.C. with Baring Walls @ 16" O.C.
with R-13 Batt Insulation
with (1) 2x4 Bottom Plate
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.
Max. Wall
Height
8'
9'
Max. Unbalanced
Backfill Height
5' or less
6'
7'
5' or less
6'
7'
8'
Concrete Wall Greater than 9' need to have an Architects or Engineers Seal
8' and Under (1) Horizontal Rebar in top 12" and one at mid-height
8'-1" to 9' (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
Scale: 1/4"=1'-0" UNO D Size Paper
Scale: 1/8"=1'-0" UNO B Size Paper
MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1
Seismic Design
Category and Windspeed
Tie-Down
Force (lb.)
8 ft.
2'-4"
9 ft.
2'-8"
10 ft.
2'-8"
11 ft.
3'-2"
12 ft.
3'-6"
SDC A,B, and C
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
1800
3000
2000
3300
2200
3600
SDC D,D, and D
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
1800
3000
-
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0 1 2
2'-8"2'-8"2'-8"Note a Note a
-
-
Height of Braced Wall Panel
Sheathed Width
Sheathed Width
11" Min Run on
Conc. Step into house
Max Rise 7 3/4"
Concrete Steps into House
Taped and Prep'd for Interior Finishes
over 1/2" Sheetrock on Ceiling Side
connected to Rim Joist, spliced using gal. metal ties
fastened w/6 16d nails ea. side
not less than .058" x 1.5" wide
Roof System:
2015 IRC Code
Architectural Grade, 25 year Asphalt Shingles
over #15 building felt
over 7/16" Ext. OSB roof sheeting
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
over 6, 8, & 10:12 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
2012 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
Taped Prep'd for Interior Finishes
Series, Placement, & O.C. Spacing as determined &
indicated on TJXpert Layout. (Version 6.0 or later)
over 11-7/8 TJI Engineered Floor Joist
3/4" T&G OSB Sub-floor Glued & Nailed
2x4 Stud framed @ 24" O.C.
Floor System:
2015 IRC Code
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with 1/2" Sheetrock Both Sides
2015 IRC Code
Interior Walls:
2x6 Fascia Board
with 3" Continuous Soffit Venting
with add'l 2x4 Support as Required
with 3/8" Soffit Sheeting
with style "D" Metal Drip Edge
2015 IRC Code
Soffit System:
A
E
D
B
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
12
16
12
12
12
Table R403.1
Min. Width of Conc. or Masonry Footings (inches)
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 acuation of
one alarm will activate all of the alarms
S
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
with 1/2" Sheetrock on Interior Side
Taped and Prep'd for Interior Finishes
Basement Furring:
with 6-Mill Poly Vapor Barrier
with (2) 2x4 Top Plates
2x4 Stud Framed @ 24" O.C. with Baring Walls @ 16" O.C.
with R-13 Batt Insulation
with (1) 2x4 Bottom Plate
F
Stair System:
2015 IRC R106, R302.7, 311.7.2, R311.7.5, R311.7.8
Eq. Stair Risers 7 3/4" Max. height
Eq. Stair Treads 10" Min. depth
over (3) 11.5" MIN. Stair Stringers
securely mounted to framing.
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
H
2012 IRC, Section R106 and R308.4.5
7/16" APA OSB & Nailing Pattern 6"-edge 12"-field
2015 IRC Code R106.1
with 1/2" Sheetrock Inside Occupancy separation between
Vinyl Siding, Shakes and Faux Stone over Weather Resistive Barrier
with (1) 2x6 Bottom Plate
with (2) 2x6 Top Plates
2x6 Stud framed @ 24" O.C. UNO
Exterior Walls: C
Taped Prep'd for Interior Finishes
between house, attic, and garage
Us
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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.
Max. Wall
Height
8'
9'
Max. Unbalanced
Backfill Height
5' or less
6'
7'
5' or less
6'
7'
8'
Concrete Wall Greater than 9' need to have an Architects or Engineers Seal
8' and Under (1) Horizontal Rebar in top 12" and one at mid-height
8'-1" to 9' (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
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) 4200 LB Tie-Down Device (Embedded into
Concrete and Nailed into Framing)
Min.(1) 5 8" Ø Anchor Bolts R403.1.6
with 2"x2"x316" plate washer
Min. Double
2x4 Post
Typical Portal
Frame Construction
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 (H1)
Extent of Header
Single Portal Frame (One Braced Wall Panel)
Extent of Header
Double Portal Frame (Two Braced Wall Panels)
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1
0
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0
"
Alternate Braced Wall Panel Garage Portal Design PFH
Figure R602.10.6.2
Min. 3"x11 14" net header (Steel header prohibited)
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1
2
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-
0
"
Min. reinforcing of
foundation, (1) #4 bar
top & bottom of footing.
Lap bars 15" min.
Min. Footing under
opening is 12"x12"
2'-18" finished width for single or double portal
Pony Wall
Height
Tension Strap per
Table 602.10.6.4
(On opposite
side of Sheathing)
Fasten Top
Plate to header
w/2 Rows of 16d
sinker nails at 3"
O.C. TYP
Min. 3
8" Wood
Structural Panel
Sheating
3'
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
3'
8'x8'
Shear Panel
on Single Side
48
.
5
"
t
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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.
8'
-
9
"
6'
-
8
"
3'
35
°
1
5
'
-
1
1
1
/
2
"
H
Scale: 1/4"=1'-0"
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10 1/2"
7
3
/
8
"
8"
9'
1'
-
2
"
Stringer
Intermediate
Support
Foundation Wall System:
Min. (2) Anchor Bolts per Sill Plate w/nut &
Max. 12" from all Corners or Splices
with 1/2" Anchor Bolts @ 32" O.C. 10" Long, 7" Embedded
SQUARE Plate Washer 3"x3"x1/4" Min. for ea. Bolt
over Concrete Foundation Wall Consistant w/2015 IRC Section 608
with Asphalt Emulsion on Exterior Side
Consistant w/2015 IRC Section R106.1
over Continuous Concrete Footings
over Undisturbed Soil
2x6 Treated Sill Plate
over Foam Sill Sealer G
Concrete Wall Greater than 9' need to have an Architect or Engineers Seal
8' and Under (1) Horizontal Rebar in top 12" and one at mid-height
8'-1" to 9' (1) Horizontal Rebar in top 12" and one bar at each third point
(2) #4 Rebar
Horiz. Cont.
Entry
C
G
9'
D
12
6
Great Room
(2) #4 Rebar
Horiz. Cont.
10
'
-
4
"
19
'
-
4
"
29
'
-
6
"
A
BCovered
Entry
30
'
-
2
"
(2) #4 Rebar
Horiz. Cont.
E
Mech.
Family
F
1'
-
2
"
9'
20
'
-
6
"
21
'
-
6
"
5"
8' & Under (1) Horiz. Bar
in top 12" and one bar at
mid-height
8'
-
9
1
/
2
"
Stair
Cavity
10
'
12
'
Raised
Covered
Patio
A5
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PAGE LAYOUT
A1-Elevations
A2-Basement Foundation
A3-Floor Plan
A4-Bonus Room (Optional)
A5-Cross Section
A6-Plot Plan
GENERAL NOTES:
1/4"=1'-0" UNO
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A6
of
Sheet
R. Blackburn, K. Earl
Co
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2
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2
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Copyright Sundance Drafting and Design 2020
D Size Paper
1/8"=1'-0" UNO
B Size Paper
Date
Scale
Drawn By:
Reviewed By:
Bid Set
Permit Set
T. Stoddart
TOTAL SQ. FTG.= 3880
MAIN FLOOR=1938/1840 INTERIOR
BASEMENT =1942/1732 INTERIOR
Optional BONUS = 381
GARAGE =1038
20
8
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5
2
4
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2
8
8
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N EE
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AH
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C
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05-04-19
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.
Copyright Sundance Drafting and Design 2020
06-25-19
Rev.
Rev.
Rev.
08-19-19
03-10-20
12-07-20Plot Plan
Scale: 1/8" =1'-0" D Size Paper
Scale: 1/16"=1'-0" B Size Paper
Pine Brook
Estates
Div. No. 2, Block
No. 2, Lot No. 4
Rexburg, Idaho
N
O
R
T
H
1
5
5
.
9
2
'
N
8
9
°
5
9
'
4
6
"
W
117.51' N 0°10'51" E
167.33' S 0°12'45" E
R
=
5
0
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0
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'
L
=
7
8
.
3
8
'
1
0
4
.
9
3
'
N
8
9
°
5
9
'
4
6
"
E
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Line of Setback
Line of Setback
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44
'
45
'
-
4
1
/
2
"
13
'
14'-2"44'-6"
55'-4 1/2"43'-4"
7'28'-2"22'
44'-10"
58'-8"
11
'
11
'
-
2
"
5'
-
1
0
"
9'
-
2
"
3'
-
4
"
12
'
-
1
0
"
45
'
-
1
"
66
'
24'4'-2"
1'-4"
1'-6"
57'-2"
88'-
3
1
/
2
"
8
8
'
-
3
1
/
2
"
79'-
9
"
7
8
'
-
1
1
"
Location
of New
Construction
Optional
RV
Pad
F
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1
1
6
L
F
13'-6"
6
2
'
-
5
"
44
'
-
6
"
1
2
8
'
-
1
1
/
2
"
68'-
1
1
/
2
"
F
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4
3
7
L
F
24'-2"
9'
3'
-
8
"
1'
1'
5'
8'
-
1
0
"
1'-6"
73'
-
6
"
11
'
11
'
53
'
10'
10'55'-4 1/2"
PERMIT SET