HomeMy WebLinkAboutPLANS 2 - M19-00045 - Hayes - 3595 E 893 N - 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
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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
10-31-18
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Copyright Sundance Drafting and Design 2019
Copyright Sundance Drafting and Design 2019
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
TOTAL SQ. FTG.= 3462
MAIN FLOOR=1680/1600 INTERIOR
BASEMENT=1782
GARAGE=1091
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Front Elevation
Right Elevation
9', 10', & 12' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
Back Elevation
Left Elevation
6:12 Pitch Main, 3:12 Pitch over
Front & Back Porch
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12
3
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3
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6
12
3
12-18-18
Vertical Siding
Faux Stone
Asphalt Shingles
Vertical Siding
Vertical Siding
PE
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01-16-19
12
6
03-04-1903-12-19
Foundation Plan
Scale: 1/4"=1'-0" D Size PaperScale: 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 12" 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 x14" 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/ 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.
J
WH
Furnace
WS
A2A2
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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
10-31-18
Co
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Copyright Sundance Drafting and Design 2019
Copyright Sundance Drafting and Design 2019
1/8"=1'-0" UNO
Start Date
Permit SetBid 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
TOTAL SQ. FTG.= 3462
MAIN FLOOR=1680/1600 INTERIOR
BASEMENT=1782
GARAGE=1091
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Walk-Out with 30" Frost Depth Footings below 2x6 insulated walls
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W
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4060 F4060 F 4060 F
50
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F
50
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F
6x6
P
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16x
1
6
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8
F
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(10
T
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W
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Beam
Beam
2668
Storage
Under
Stairs2668
Mech./
Storage
3' Clearance in front
of Furnance
Seismic Straps
around WH
Bedroom 2
14'-11" x 12'-10"
10 CFM Fresh Air
Smoke Detector
Bedroom 3
14'-7" x 14'-8"
10 CFM Fresh Air
Smoke Detector
Bath
50 CFM
Open to Main
Floor Above
40
4
0
S
V
J
30
6
8
6040 SV
Walk Out
Family
Room
31'-8" x 13'-2"
10 CFM Fresh Air
9
10111213141516
87
1718
Up
17'-10"16'25'-6"
7'
15
'
-
1
1
"
8'
45
'
59'-4"
9
'
-
4
"
33'-7 1/2"
6"
17'-5"
16'-2 1/2"
15
'
-
4
"
12
'
-
8
"
8'
45
'
9'
5'-10"53'-6"
59'-4"
26'-6"
6'
6
'
6
'
6
'
-
2
"
1
0
'
-
8
"
6
'
-
2
"
2
3
'
1
2
'
3
5
'
32'-6"
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
H1
H1
H1
H1
H1
H1
H1H1
Cut 3' for P
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Opening w
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Req. Bloc
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Cut 9' for G
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Door open
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with Req.
B
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Cut 9' for G
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Door open
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with Req.
B
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Cut 9' for G
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Door open
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with Req.
B
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4" Conc. P
o
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Over Undis
t
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b
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Soil
13
'
-
2
"
2'-
1
0
"
5'-
4
"
4'-
2
"
4'-
7
"
10'-6"
20
'
-
2
"
9'
17'-10"
7'
7'
LN2'
2668
24
6
8
2068
2068
2068
2068
Possible Shelving
or Bookcase
Win
d
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w
S
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40
4
0
S
V
Linen
2'-
4
"
10
'
2'-
4
"
Wo
o
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S
t
o
v
e
3068
Reloading
Room
4040 SV4040 SV
Higher Headers
8'-11"8'-11"
28'
14'14'
12'-9"12'-9"
12-18-18
9', 10', & 12' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
7'-6"7'-10"2'-6"
5'-
3
"
3'-
9
"
3'-3"4'-9"4'-9"3'-3"
3'-
9
"
3'-
3
"
6'6'4'
6'-
2
"
4'-
6
"
5'-
3
"
9' Basement F. Walls
Du
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Ch
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Beam Beam
Beam
PE
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I
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S
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14
'
-
1
"
Center
Of Footing
16'3'-8"17'-8"16'-2"Ce
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r
Of
F
o
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t
i
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g
Center
Of Footing
Center
Of Footing
6'-
7
"
6'-
1
"
4'-
1
0
"
Center
Of Footing
8'-
5
"
2'-
4
"
5'
5'-
4
"
8'-
1
1
"
16'3'-10"1'-5"4'-3"
2'
T-Wall
S
CM
01-16-19
5'-11"
2'-
8
"
3'-10"15
'
-
6
1
/
2
"
7'-
1
0
1
/
2
"
WIC
WIC
1
6
5
°
90°75°
105
°
H1 H1
03-04-1903-12-19
St
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F
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H
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Main Floor
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
3' Hallway Clearance
2015 IRC, Section R106 and R311.6
Saftey Glazing 2015 IRC, Sections R106 and R308.4.5
Furnace:
Location of furnace and water heater 2012 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.
2015 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
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-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
10-31-18
Co
p
y
r
i
g
h
t
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2
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1
9
Copyright Sundance Drafting and Design 2019
Copyright Sundance Drafting and Design 2019
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
TOTAL SQ. FTG.= 3462
MAIN FLOOR=1680/1600 INTERIOR
BASEMENT=1782
GARAGE=1091
20
8
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5
2
4
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8
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Garage Portals:
Alternate Braced Wall Panel Garage Portal Design PFH
See Figure R602.10.6.2 Sheet A4
PFH
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
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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" OSBNailed 5" O.C. and 10" Field
IBWP 5-Interior Braced Wall Method 51/2" 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
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9
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9x
9
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9x
9
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26
6
8
26
6
8
24
6
8
2x
6
W
a
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1 2 3 4 5 6 7 8 9
10111213
7" Foundation Ledge
2468
2468 P
2468
2x
6
W
a
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26
6
8
2
6
6
8
LN
30
6
8
26
6
8
30
6
8
30
6
8
Be
n
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Main Floor: 1680 SF
11" Min.
11
"
M
i
n
.
Great Room
15'-0" x 19'-6"
10 CFM Fresh Air
12' Flat Ceiling
Dining
11'-4" x 17'-6"
10 CFM Fresh Air
10' Flat Ceiling
Utility
50 CFM
80 WHF
Entry
10' Ceiling
Bedroom 1
13'-6" x 11'-2"
10 CFM Fresh Air
9' Vaulted Ceiling
Smoke Detector
Master
Bedroom
13'-2" x 15'-2"
10 CFM Fresh Air
9' Vaulted Ceiling
Smoke Detector
Master
Bath
50 CFM
WIC
Bath
50 CFM
Open to
Below
3 Car
Garage
1091 Squ
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location o
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q
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2
2
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x
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0
"
Attic Acce
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s
P
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Min. 30" V
e
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.
H
e
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R
o
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Clearance
(
2
0
0
9
-
R
8
0
7
.
1
)
20
m
i
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F
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R
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1-
3
/
8
"
S
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a
t
i
o
n
s
4050 SV Temp
4010 SV4050 F3030 SV 4050 SV
3050 SH
30
5
0
S
H
30
5
0
S
H
3050 SH2636 SH
4060 F4060 F 4060 F
50
6
0
F
50
6
0
F
4040 SV
30
6
8
4040 SV
Va
u
l
t
15
'
-
4
"
9'
17'-10"16'25'-6"
7'
30
'
8'
53'-6"
6'
1
'
-
6
"
9
'
1
'
-
6
"
1
'
-
8
"
9
'
1
'
-
8
"
9
'
1
'
-
8
"
3
5
'
93'-11 1/2"
37
'
8'
7'
6'
15'
15
'
1'-
9
"
3'-6"
3'-
6
"
8'-
9
"
9', 10', 12' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
Railing
Railing
10
'
F
l
a
t
9'
F
l
a
t
Wo
o
d
S
t
o
v
e
30
6
8
26
6
8
3'
3010 Tra
3010 Tra
165
°
8'-6"
8'-6"
26'-6"
32'-6"
4040 SV 9'-6"
4010 Tra
H
C
Ha
l
f
W
a
l
l
3'
2'
Dog Wash
2'-10"5'
34'-1 1/2"
15'-8 1/2"
5'-6"
12'-11"
6
'
-
5
1
/
2
"
Covered
Porch
30
6
8
Covered
Deck
Covered
Deck
2468
DW
O/O
Kitchen
17'-2" x 9'-6"
100 CFM
10' Flat Ceiling
9'3'-1"
4'
3'-
6
"
Pantry
3'-1"
Ref
1
5
°
Duct Chase
Va
u
l
t
Dn
Higher Headers
Uncovered Deck
6'6'19'-6"11'-10"
6'
6'
11'-10"28'19'-6"
13'-6"13'-3"13'-3"13'-6"
12-18-18
PE
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01-16-19
8'-3"6'-1"2'-6"2'-6"3'-11"3'-9"
1'-10"
4'-6"2'-6"6'-4"6'-6"
4'-10"12'-10"7'7'-8"5'14'-4"
11
'
-
8
"
2'-
4
"
16
'
3'
10
'
-
2
"
2'-
1
0
"
5'-5"6'-5"1'-10"9'-6"2'-4"
11'-10"13'-8"
3'-
3
"
3'-
9
"
3'-3"4'-9"4'-9"3'-3"
3'-
9
"
5'-
3
"
9'
2'-1"5'-1"3'-8"5'2'
10'-10"7'
4'-
2
"
5'-
6
"
5'-
4
"
4'-
2
"
6'-
6
"
5'-
7
"
3'-
6
"
4'-
1
1
"
9' Flat
9' Flat
2'-
1
"
3'-
6
"
La
d
d
e
r
U
p
T
o
Re
a
d
i
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g
N
o
o
k
A
b
o
v
e
10'-6"3'-2"5'-10"6'-6"
2'-
8
1
/
2
"
3'-
3
1
/
2
"
2'-0 1/2"
2'-4"
10
'
-
2
"
1'-
6
"
P
F
H
P
F
H
P
F
H
P
F
H
P
F
H
2'-
4
"
13
'
3050 SH Temp
10'12'12'10'
6x6
P
o
s
t
(5 T
y
p
)
4-2
S
t
o
r
y
6x
6
P
o
s
t
s
5-1
1
/
2
S
t
o
r
y
6x
6
P
o
s
t
s
SCM
IB
W
P
5
IB
W
P
5
IBWP 5
03-04-19
Cross Section
Foundation Wall System:
G
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 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
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
Window Well System:
2015 IRC Code R301.1 ASTM F 2090
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. R310.2.3.1
Ladder or Steps 12"-width Inside, 3"-from walls,
Spaced no more than 18" O.C.
If basement is a habitable space with NO Bedrooms
then a window well with egress will need to be provided
J
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 6:12 & 3:12 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
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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
10-31-18
Co
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2
0
1
9
Copyright Sundance Drafting and Design 2019
Copyright Sundance Drafting and Design 2019
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
TOTAL SQ. FTG.= 3462
MAIN FLOOR=1680/1600 INTERIOR
BASEMENT=1782
GARAGE=1091
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
2012 IRC Section 602.10.1
BWP 3-Interior Braced Wall Method 3
(IRC R602.10)
2x4 Studs @ 16" O.C. w/7/16" OSBNailed 5" O.C. and 10" Field
IBWP 5-Interior Braced Wall Method 51/2" 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, blockedScrewed @7"/7" w/1" Drywall ScrewsAll Vert Joints occur over studAll Hori. Joints blocked w/2x4 blocking
Braced Wall Panel BWP3' 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
THRU
J
O
I
S
T
&
P
O
S
T
P.T. BLOCKING
2X4 P.T. S
P
A
C
E
D
D
E
C
K
I
N
G
POST
C
A
P
P
E
R
P
L
A
N
P.T. D
E
C
K
J
O
I
S
T
P
E
R
P
L
A
N
CARRA
G
E
B
O
L
T
S
2X P.T.
(2) 1/2"x
5
1
/
2
"
AN CONNECTIONPER PLAN
PER PLANP.T. BEAM
P.T. POST OR WALL
Deck Detail
2X6 P.T. T
O
P
R
A
I
L
@ 5 3/8"O.C
.2X2 P.T. P
I
C
K
E
T
S
1X4 P.T.
E
A
C
H
S
I
D
E
4X4 P.T. P
O
S
T36
"
M
I
N
.
4"
MA
X
.
THROUGH P.T. LEDGER
INTO RIM JST. @ 16" O.C.
5/8"x5" LAG SCREWS
1X4 P.T.
E
A
C
H
S
I
D
E
Header to jack-stud strap per table R602.10.6.4 on both sides of
opening opposite side of sheathing
Fasten sheathing to header w 8d common or
gal. box nails in 3" grid pattern as shown
Min. Length of panel per Table R602.10.5
(1) 58" Ø Anchor Bolts R403.1.6 with
2"x2"x316" plate washer
Min. double 2x4 framing covered w min. 716" thick wood structualpanel 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)
Min. Double
2x4 Post
1800
3000
Note a
MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1
Tie-Down
Force (lb.)
-
-
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 edge
Typical Portal
Frame Construction
Ma
x
H
e
i
g
h
t
1
0
'
-
0
"
Min. 1000LB
Tie down
Device
Double Portal Frame (Two Braced Wall Panels)
Single Portal Frame (One Braced Wall Panel)
8 ft.
2'-4"
11 ft.
3'-2"
SDC A,B, and C
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
SDC D,D, and D
Windspeed <110 MPH
Extent of Header
2200
3600
Extent of Header
Seismic Design
Category and Windspeed
10 ft.
2'-8"
0 1
2'-8"2'-8"
9 ft.
2'-8"
2'-8"
12 ft.
3'-6"
1800
3000
Sheathed Width
1800
3000
2000
3300
R602.10.6.1, Item 1
R602.10.6.1, Item 2
Sheathed Width
1800
30002
Note a
-
-
Alternate Braced Wall Panel Garage Portal Design
Height of Braced Wall Panel
Figure R602.10.6.2
Min. 3"x11 14" net header (Steel header prohibited)
Ma
x
T
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W
a
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H
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1
2
'
-
0
"
Min. reinforcing of
foundation, (1) #4 bar
top & bottom of footing.
Lap bars 15" min.
Table R602.10.5
MIN. LENGTH OF BRACED
WALL PANELS
Min. Footing under
opening is 12"x12"
2'-18" finished width for single or double portal
Wall height 8ft 9ft 10ft
CS
-
P
F
16" 18" 20"
Scale: 1/4"=1'-0" UNO D Size Paper
Scale: 1/8"=1'-0" UNO B Size Paper
Scale: 1/4"=1'-0" UNO D Size Paper
Scale: 1/8"=1'-0" UNO B Size Paper
Rev
Portal Frames with Hold Downs (PFH)
Ha
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R
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2015 IRC Code R602, R608, R703
Vinyl Siding and Faux Stone 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
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 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. (2) Anchor Bolts per Sill Plate w/nut &
ROUND Plate Washer 2 1/2Ø x1/4" Min. for ea. Bolt
over Concrete Foundation Wall Consistent w/2015 IRC R608
with Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/2012 IRC Section R106.1
over Undisturbed Soil
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 12" 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
12-18-18
PE
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01-16-19
(2) #4 Rebar
Horiz. Cont.
5"
FG
8'-1" to 9' (1) Horiz. Bar
in top 12" and one bar
at each third point
Beam to be Sized
by Expert
Great RoomEntryFront Porch Back Deck
Family Room
8'-
1
1
"
10
'
1'-
2
"
9'
8"
18
'
-
1
1
"
20
'
-
1
"
29
'
-
1
"
29
'
-
9
"
31
'
-
6
1
/
2
"
32
'
-
3
"
8"
3'-
6
"
12
'
AA
BB
CC
EE
11" Min Run on
Conc. Step into house
Max Rise 7 3/4"
Concrete Steps into House
12
6
6'-
8
"
3'
3
6
°
H
Head
r
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Hand
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10"
7
3
/
8
"
DD
03-04-19
Plot Plan
Scale: 1/8" =1'-0" D Size Paper
Scale: 1/16"=1'-0" B Size Paper
905 Twin Butte Rd.
Jefferson County, Idaho
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
10-31-18
Co
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g
h
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2
0
1
9
Copyright Sundance Drafting and Design 2019
Copyright Sundance Drafting and Design 2019
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
TOTAL SQ. FTG.= 3462
MAIN FLOOR=1680/1600 INTERIOR
BASEMENT=1782
GARAGE=1091
20
8
.
5
2
4
.
2
8
8
0
N EE
D
AH
OU
S
E
P LA
N
.
C
O
M
Rev Rev
A5
of
Rev
Ha
y
e
s
R
e
d
s
i
d
e
n
c
e
12-18-18
PE
R
M
I
T
S
E
T
01-16-19
2
5
'
-
6
"
1
6
'
1
7
'
-
1
0
"
3
4
'
-
7
1
/
2
"
9
3
'
-
1
1
1
/
2
"
7'30'
8'45'
5
3
'
-
6
"
5
'
-
1
0
"
5
9
'
-
4
"
2
6
'
-
6
"
6'
3
4
'
-
7
1
/
2
"
9
3
'
-
1
1
1
/
2
"
23'
12'
35'
33'-4 1/2"
11'-7 1/2"
45'
15'-4"12'-8"
C
O
U
N
T
Y
R
O
A
D
R
O
W
POB
S
2
°
E
3
5
7
.
8
7
'
EAST
605.18'
N
3
5
°
2
8
'
W
4
4
8
.
3
1
'
WEST
99.0'S 85°40'56" W
99.31'
WEST
159.52'
POB
10
4
'
-
2
"
1
0
4
'
-
2
"
Loca
t
i
o
n
of N
e
w
Cons
t
r
u
c
t
i
o
n
(See A2 for exact
dimensions)
Private Drive
200'-10"
10
0
'
-
5
"
30
'
03-04-19
S
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03-12-19