HomeMy WebLinkAboutPLANS - 20-00886 - 859 Pine Brook - Faires - New SFR
4. This drawing is not to be duplicated without
Sundance Drafting and Design is not liable for
Footing, Foundation, Rebar, and Shear wallsFloor Layouts and Truss Details are separate
written or verbal consent by Tiffany Stoddart.factors if the plan is not followed or changes
Copyright Sundance Drafting and Design 2020If any problems with the plans, please notify
Design Specialist not an Architect. All DetailsCopyright Sundance Drafting and Design 2020
Review all the notations and labels on eachThe undersigned has looked through these
2237/2130 INTERIOR2180/1962 INTERIOR
Sundance Drafting and Design is not liable
Details, Rescheck, Heat Loss Analysis, and
following: House plans, Floor Layout, Truss Copyright Sundance Drafting & Design 2020
provide the most accurate information for
page. Engineering supersedes all drafting
occur after the final print has been given,
Many factors occur in construction duringbetween Client/Contractor and SundanceDrafting and Design is noted and correct
2. Review entire set of plans including the
1. For a permit you will need 2 sets of theyour house design as possible, if design
above described with owner/contractor.should be looked over and approved by
3. This drawing is drawn by an AutoCadcontinuity of this drawing. Due to these
These Plans follow the 2015 IRC Codes
are specified and have to be followed.from these pages but need to be kept
Sundance Drafting and Design tries to
A5
contractor before construction begins.A1
notations. Labeling by County or City
of
the building process that change the
pages and agrees that all discussed
information is not provided correctly
GENERAL NOTES:
Read through all pages provided.
Permitting and Inspections Section
Sundance Drafting and Design.
Inspectors have to be followed.
Faires Residence
A2-Foundation/Basement Plan
4405
1038
Engineer Stamp (if needed).
06-02-2020
11-18-201912-17-2019
Sundance is not liable.
together and followed.
1/4"=1'-0" UNO1/8"=1'-0" UNO
construction mistakes.
TOTAL SQ. FTG.=
PAGE LAYOUT
106,107,108, & 109
A4-Cross Section
Please Initial Here
MAIN FLOOR=
for those items.
A1-Elevations
A3-Floor Plan
BASEMENT=
drafting & design
A5-Plot Plan
GARAGE=
Sundance
208.524.2880
Permit Set
Start Date
Bid Set
PAHN
LAN.COMOUSEEED
Rev Rev Rev
PERMIT SET
4
12
Right Elevation
Stucco
7
12
7
12
2'
Back Elevation
Front Elevation
7:12 Pitch Main, Front and Sides
4'-6"3'
9' Basement Foundation Walls
Garage to Match Main TYP
7
4:12 Pitch Break
12
9' Main Walls
4:12 Pitch Break
Left Elevation
Scale: 1/4" & 1/8" =1'-0" on 36" x 24" PaperScale: 1/8" & 1/16"=1'-0" on 17" x 11" Paper
Vinyl Siding
Elevations
Faux Stone
Asphalt Shingles
12
9'9'8"
1'-2"
7
12
4
4. This drawing is not to be duplicated without
Sundance Drafting and Design is not liable for
Footing, Foundation, Rebar, and Shear wallsFloor Layouts and Truss Details are separate
written or verbal consent by Tiffany Stoddart.factors if the plan is not followed or changes
Copyright Sundance Drafting and Design 2020If any problems with the plans, please notify
Design Specialist not an Architect. All DetailsCopyright Sundance Drafting and Design 2020
Review all the notations and labels on eachThe undersigned has looked through these
2237/2130 INTERIOR2180/1962 INTERIOR
Sundance Drafting and Design is not liable
Details, Rescheck, Heat Loss Analysis, and
following: House plans, Floor Layout, Truss Copyright Sundance Drafting & Design 2020
provide the most accurate information for
page. Engineering supersedes all drafting
occur after the final print has been given,
Many factors occur in construction duringbetween Client/Contractor and SundanceDrafting and Design is noted and correct
2. Review entire set of plans including the
1. For a permit you will need 2 sets of theyour house design as possible, if design
above described with owner/contractor.should be looked over and approved by
3. This drawing is drawn by an AutoCadcontinuity of this drawing. Due to these
These Plans follow the 2015 IRC Codes
are specified and have to be followed.from these pages but need to be kept
Sundance Drafting and Design tries to
A5
contractor before construction begins.
notations. Labeling by County or City
A2A2 of
the building process that change the
pages and agrees that all discussed
information is not provided correctly
GENERAL NOTES:
Read through all pages provided.
Permitting and Inspections Section
Sundance Drafting and Design.
Inspectors have to be followed.
Faires Residence
A2-Foundation/Basement Plan
4405
1038
Engineer Stamp (if needed).
06-02-2020
11-18-201912-17-2019
Sundance is not liable.
together and followed.
1/4"=1'-0" UNO1/8"=1'-0" UNO
construction mistakes.
TOTAL SQ. FTG.=
PAGE LAYOUT
106,107,108, & 109
A4-Cross Section
Please Initial Here
MAIN FLOOR=
for those items.
A1-Elevations
A3-Floor Plan
BASEMENT=
drafting & design
A5-Plot Plan
GARAGE=
Sundance
208.524.2880
Permit Set
Start Date
Bid Set
PAHN
LAN.COMOUSEEED
Rev Rev Rev
ASCE 7-10 Min. Design Loads for Buildings and
Scale: 1/4"=1'-0" UNO D Size Paper
Scale: 1/8"=1'-0" UNO B Size Paper
International Building Code (IRC) - 2012 Edition
ASTM A615 - Grade 60
(NDS) & Suppl. for Wood Const. -2012 Edition
A36/F1554 GRADE 36
ACI 318-11 Building Code Requirements for
Foundation Wall
ANSI/AF&PA National Design Specifications
SDS 1/4 x 3 1/2SDS 1/4 x 3 1/2
Screw SpacingScrew Spacing
4 1/2" O.C.
PERMIT SET
Eng Rim Joist Cold Storage Detail Max.
Floor Framing
8" O.C.5" O.C.4" O.C.7" O.C.3" O.C.
Wall Framing
(By Others)
1 1/4" (Min.)
3'-0"
(By Others)(By Others)
4" Concrete Deck Table6" Concrete Deck Table
1. Dimensional Lumber #2 Douglas Fir
Span (See table)
4000 PSi
B. DESIGN LOADS UNIFORM (PSF)
A. CODES AND SPECIFICATIONS
GENERAL STRUCTURAL NOTES
16" O.C.16" O.C.16" O.C.16" O.C.16" O.C.12" O.C.
SpacingSpacing
JoistJoist
Uniform
100
Reinforced Concrete
23/32 APA Rated Sheathing
a. Deck Live = 3. Reinforcing Steel
other Structures
Sheathing and ConcreteSlab
Joist SizeJoist Size
W/ Tar Paper Between
(Match Floor Joist Depth)
Hanger W/ SD Screws
2x42x62x82x42x62x8
#4 @ 2'-0" O.C. E. W.
Floor Loads
4. Anchor Bolts
2. Concrete fc
2x Ledger W/Simpson
Simpson LUS Joist
Floor Joist (See Table)C. MATERIALS
Span (See Table)
1/4" SDS Screws
4'-0"6'-0"8'-0"4'-0"6'-0"8'-0"
SpanSpan
@ Each Joist
Slope
Tar Paper
Length (As per Arch Drawings
(See Table)
2.3.4.
1.1.
47'
H1H1H1H1H1H1
39'8'
22" LAP 12'18'9'
(Typ)
Cut 18' for Garagewith Req. BlockingCut 10' for Garagewith Req. Blocking
Door openingDoor opening
Anchor Bolts @ 4'-0" O.C.
(Match Floor Joist Depth)
2x4 Pressure Treated Sill
J
2x Pressure Treated RimOne egress ladder shall be provided within a window well of an
#4 @ 2'-0" O.C.
(TYP)
22" LAP
Min. egress window opening will be 5.7 sq. ft 7 Sill height
Window wells provide a net clear of 9 sq. ft. w/min horiz.
Plate W/1/2" Dia.
H1 SIMPSON STRONG TIE STHD14-INSTALLED & NAILED
Window Wells w/depth greater than 44" will have a
Ladder or Steps 12"-width Inside, 3"-from walls,
AS PER MANUFACTURERS RECOMMENDATIONS
24
20'-4"CONCRETE TO WOOD CONNECTION
TRIPLE CAR GARAGE
permanently affixed ladder or steps.
23'-8"
SLOPE CONC. FLOOR
Window Well System:
4" CONCRETE SLAB HOLDDOWN:
Spaced no more than 18" O.C.
GARAGE DOOR no higher than 44" above FFL
TO DRAIN TO
28'-6"
28'
projection & width of 36"
unfinished basement
2015 IRC Code
20'-10"Exception:
S
Req. Blocking
Opening with
basements and habitable attics but not including crawl spaces
installed on the upper level shall suffice for the adjacent lower
Cut 3' for
All smoke alarms shall be listed in accordance with UL 217 &
Passage
In dwellings or dwelling units with splits levels and without an
intervening door between the adjacent levels a smoke alarm
-Alarm devices shall be interconnected with battery backup
that the actuation of one alarm will activate all of the alarms
level provided that the lower level is less than one full story
-Outside of each separate sleeping area in the immediate
-On each additional story including un-finish & finished
Concrete Wall Greater than 9' need to have an Architects or Engineer
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
G
7'-8"
over Concrete Foundation wall Consistent w/ 2015 IRC R401-403
Req. Blocking
Opening with
Cut 3' forSeal 8' & under (1) Horiz. Bar in top 12" and one at mid-height8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
Passage
4'
2015 IRC Code Section 106. R314
" Anchor Bolts @ 72" O.C. 10" Long, 7" Embedded
Down
-One in each sleeping area
4'-9"27'-3"
accordance with NFPA 72
and uninhabitable attics.
vicinity of the bedrooms
Smoke Alarms
below the upper level.
Consistent w/ 2015 IRC Section R106.1
5' With Asphalt Emulsion on Exterior Side
Foundation Wall System:
3068
3' Clearance in front of Furnace
Max. 12" from all Corners or Splices
3'-10"3'-2"
Seismic Straps around WH
over Continuous Concrete Footings
8'-5"17'-4"6'-3"7'
Req. Blocking
Opening with
5050 SV
installed in
Cut 3' for
Mechanical
Passage
" Min. For each Bolt
Theater
Floor Joist Direction
12'-6"
14'-1"14'-1"
Room
12'-8"
over Foam Sill Sealer
2x6 Treated Sill Plateover Undisturbed Soil
walls. The minimum net area of ventilation opening shall not be less
The under-floor space between the bottom of the floor joists and theIf the vapor retarder is used the min. net area of ventilation openings
shall have ventilation openings through foundation walls or exterior Entry
earth under any building (except space occupied by a basement)
ground surface is covered by a Class 1 vapor retarder material.
than 1 s/f for each 150 s/f of under floor space area, unless the
14
4040 SV
8'7'
One such vent shall be within 3' of each corner of building.
4'4'
1
2
with
15'-6"3068
86'-8"
shall not be less than 1 s/f for each 1500 s/f.86'-8"
3068
Beam2-2468
2-2468
5'-4"
5'-10"
9' Basement F. Walls
34'
8'-1"23'-11"
10 CFM Fresh Air
Smoke Detector
10'-10" x 11'-8"
Office
Floor Joist Direction
13'
Ventilation R408.1
5050 SV
2'-4"
10 CFM Fresh Air
18'-10" x 15'-10"
2x6 Wall
Family
5'-4"
5'
Room
50 CFM
Bath
3068
19'-2"
2668
6'2'
T-Wall
5'
Cold Storage
(See detail to side)
5050 SV
2'-6"
Req. Blocking
Opening with
Contractor to indicate location of fans if not indicated on plans already.
Cut 3' for
Passage
5'-11"5'-11"
5'-8"9'-9"
5'
21'-7"15'-5"3'
CM
S
32'-8"
Width then Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
3068
2'-6"
7'-6"
3'-4"4'-8"7'-6"4'
Wood Burning Use as CL now
Fix is Fixed or Picture
add 110 Plug
DH is Double Hung
12'-4"3'-6"4'-3"
Elevator
2668
Future
5'-8"
5'hood
Kitchenette
Beam
7'-11"
Exhaust and Ventilation:
2'-10"2-2468
Utility
100 CFM
50 CFM
6'
Floor Joist Direction
10 CFM fresh air10 CFM fresh air
T or Temp is Tempered Safety Glass
11'-5"
2'
4040 SV
3'-4"
10'-6"
10 CFM Fresh Air
Bedroom 4
Smoke Detector
2'-3"
4'
11'-8" x 10'-0"
14'-8"
Window Callouts:
Foundation Plan
100 CFM
80 CFM50 CFM50 CFMDW
11'-1"12'
4'-4"
CM
S
SH-is Single Hung 3'-6"3'-6"
Whole House Fan
UP
SV is Side Vent
Tra is Transom
24'-5"
Living Areas
Kitchen Fan
Bathrooms
Bedrooms4'
30683068
3'-1"
Laundry50 CFM
Bath
CM
S
5'-10"
Scale: 1/4"=1'-0" 36"x24" Size PaperScale: 1/8"=1'-0" 17"x11" Size Paper
5'5'
2668
24'-8"
2668
2'-4"
Footing
2-2068
21'-10"
Center Of
6'-3"4'-10"3'-10"4'3'-2"2'-6"12'-5"
10 CFM Fresh Air
Bedroom 6
Smoke Detector
14'-8" x 11'-0"
2668
2-2068Linen
Headers 4' or less use 1 Ply 9.50 or 2 Ply 2x10 Dim. Lumber
2x6 Wall
Floor Joist DirectionFold up seat
Headers 10' or less use 3 Ply 11.88 or 2 Ply 14.00 ML
9' Basement Foundation Walls
13'-7"
Headers 8' or less use 3 Ply 9.50 or 2 Ply 11.88 ML
13'13'
10 CFM Fresh Air
Bedroom 5
Smoke Detector
10'-0" x 13'-6"
11'-1"50 CFM
Bath
Garage to Match Main TYP
10'-3"
Headers 10' or more refer to TJXpert Layout
30683068
2'-6"
5'
Headers 6' or less use 2 Ply 9.50
Closet
Header Notes:
9' Main Walls
Curbless Shower
Grab Bar
4040 SV4040 SV4040 SV4040 SV
7'-10"22'-2"7'
2'
37'6'
4. This drawing is not to be duplicated without
Sundance Drafting and Design is not liable for
Footing, Foundation, Rebar, and Shear wallsFloor Layouts and Truss Details are separate
written or verbal consent by Tiffany Stoddart.factors if the plan is not followed or changes
Copyright Sundance Drafting and Design 2020If any problems with the plans, please notify
Design Specialist not an Architect. All DetailsCopyright Sundance Drafting and Design 2020
Review all the notations and labels on eachThe undersigned has looked through these
2237/2130 INTERIOR2180/1962 INTERIOR
Sundance Drafting and Design is not liable
Details, Rescheck, Heat Loss Analysis, and
following: House plans, Floor Layout, Truss Copyright Sundance Drafting & Design 2020
provide the most accurate information for
page. Engineering supersedes all drafting
occur after the final print has been given,
Many factors occur in construction duringbetween Client/Contractor and SundanceDrafting and Design is noted and correct
2. Review entire set of plans including the
1. For a permit you will need 2 sets of theyour house design as possible, if design
above described with owner/contractor.should be looked over and approved by
3. This drawing is drawn by an AutoCadcontinuity of this drawing. Due to these
These Plans follow the 2015 IRC Codes
are specified and have to be followed.from these pages but need to be kept
Sundance Drafting and Design tries to
A5
contractor before construction begins.
A3
notations. Labeling by County or City
of
the building process that change the
pages and agrees that all discussed
information is not provided correctly
GENERAL NOTES:
Read through all pages provided.
Permitting and Inspections Section
Sundance Drafting and Design.
Inspectors have to be followed.
Faires Residence
A2-Foundation/Basement Plan
4405
1038
Engineer Stamp (if needed).
06-02-2020
11-18-201912-17-2019
Sundance is not liable.
together and followed.
1/4"=1'-0" UNO1/8"=1'-0" UNO
construction mistakes.
TOTAL SQ. FTG.=
PAGE LAYOUT
106,107,108, & 109
A4-Cross Section
Please Initial Here
MAIN FLOOR=
for those items.
A1-Elevations
A3-Floor Plan
BASEMENT=
drafting & design
A5-Plot Plan
GARAGE=
Sundance
208.524.2880
Permit Set
Start Date
Bid Set
PAHN
LAN.COMOUSEEED
Rev Rev Rev
PERMIT SET
Elevate all sources of ignition in the garage a min. of 18" above the floor
Provide a protection post in the garage to prevent vehicle damage to
PFH
Location of furnace and water heater 2015 IRC, Section R106,
furnace and water heater. 2015 IRC, Section R106, M1307.3.1
39'
3'18'4'10'4'
18x9 OH Garage Door
PFHPFHPFH
Alternate Braced Wall Panel Garage Portal Design PFH
10x9 OH Garage Door
8'-9"
2015 IRC, Sections R106, and M1307.3
See Figure R602.10.6.2 Sheet A4
4040 SV
Garage Portals:
20'-8"
22'-6"
22'-2"
1038 Square Feet
23'-8"
Furnace:
Garage
Contractor to locate exact
Clearance (2009-R807.1)
3 Car
location of req'd 22" x 30"
Min. 30" Vert. Head Room
and M1305
28'-6"
11'
Attic Access Point
required crawl space opening. If applicable, refer to mechanical code
With doggie
outside of each sleeping area in the immediate vicinity of bedroom
CM
New Construction an approved carbon monoxide alarm installed
Through Floor min 18"x24" or through perimeter wall min 16"x24"for access requirements where mechanical equipment is located
door
4040 SV
They shall be listed as complying with UL 2034 and installed
41'
1'-10"
1'-2"
10'-6"10'-10"10'-8"7'
With doggie
5'5'-8"3'-10"3'-2"
3068
8'-9"
2015 IRC, Section R106, R408.4 M1305.1.4
1hr Firewall No
door
Chase
Penetrations
Carbon Monoxide Alarms
5'-6"5'-6"
Duct
Pony Wall
4'-4"
Hidden
4'
Pantry
2015 IRC Section 106 & R315.1
3068
Down
2'
2'-6"2'-6"
3068
Crawl Space:
Shelves
3'-4"
2'-6"
4'-3"
3'-10"
Shoe
and dwelling units.
or Equal, Self Close
20min Fire Rated1-3/8" Solid Door
7
Lockers
7'-3"
Trash and Recycle cupboard
2010 F
5040 F.3'-6"3'-6"
under floors.
accordingly
12
2'
2026 F
10 CFM Fresh Air
4'
13'-0" x 10'-0"
5'-4"
9' Flat Ceiling
12'-6"
13'
13'-0" x 10'-8"
(4 Typ) 1'x1' Post
9' Flat Ceiling
Dining 7'-6"
Kitchen
DW
100 CFM
7'-9"
4'-6"
Mud Room
2010 F
S
2x6 Wall
6068 Slider
7'-6"
5'-9"
3'
4'
basements and habitable attics but not including crawl spaces
installed on the upper level shall suffice for the adjacent lower
3'-10"
All smoke alarms shall be listed in accordance with UL 217 &
7'-11"
In dwellings or dwelling units with splits levels and without an
intervening door between the adjacent levels a smoke alarm
-Alarm devices shall be interconnected with battery backup
that the actuation of one alarm will activate all of the alarms
Hook and Latch
level provided that the lower level is less than one full story
-Outside of each separate sleeping area in the immediate
4"
3068
3'
-On each additional story including un-finish & finished
CFM
4068 P
50
4'3'-10"8'7'
39'-6"
2'-6"
"
0
1
-
'
86'-8"86'-8"
3
6'-9"
Built-ins
2'-3"
6'-6"
10'-6"7'-2"3'-6"3'4'3'-10"
3068
34'
Front Porch
2x6 Wall
2015 IRC Code Section 106. R314
2'-6"
8'
3046 SH
Drain
5040 SV
12'-0"x10'x0"
50 CFM 80 WHF13'
-One in each sleeping area
9' Ceiling
accordance with NFPA 72
10'-0"x7'-6"Office
10'-8"
and uninhabitable attics.
Bottom of Window 3' off the floor so HH
vicinity of the bedrooms
10 CFM Fresh Air Utility
Great Room
Smoke Alarms
below the upper level.
20'-0" x 20'-8"
5'9' Flat Ceiling
6'-6"
6046 F.
20'
installed in
5'
2'-6"
Contractor to indicate location of fans if not indicated on plans already.
9' Ceiling
Entry
2-26685'-4"
5'-4"
3046 SH
5'
Down
21'-2"8'-4"7'-6"3'
7'32'-8"
2'-6"
Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
5'-3"
3068
3'-4"4'-4"7'-10"4'
3'-6"2'5'-4"
Use as CL now
F is Fixed or Picture
3068
DH is Double Hung
1
5'-8"
Elevator
Future
2
Built-insBuilt-ins7'-4"
2'-4"
Exhaust and Ventilation:
3
ChimneyStack
10 CFM Fresh Air
Bedroom 2
Smoke Detector
11'-2" x 11'-0"
11'-4 1/2"
3050 SH9' Flat Ceiling
4
10 CFM fresh air10 CFM fresh air
T or Temp is Tempered Safety Glass
2'15'-4"
5
Electrical and Water hookup for Future Sauna
3068
6
Tra is Transom OBS Obscured
14'-8"
Window Callouts:
5040 SV
100 CFM
7
80 CFM50 CFM50 CFM4'-9"
Bedroom/1 10 CFM Fresh Air
4'
Smoke Detector
off ground
13'-8"
15'-0" x 14'-6"8
Shelf 40"
101112131415
9' Flat Ceiling
Master
9
3'-6"
SH-is Single Hung
14'-10"
Whole House Fan
10'
7'-4"
SV is Side Vent
Raise
Living Areas
Kitchen Fan3'-10"
Bathrooms
Bedrooms
2'-2"
Linen
4'-3 1/2"
Laundry2468
3'-4"8'-1 1/2"
"
7
-8
"
'
6
01
Scale: 1/4"=1'-0" 36"x24" Size PaperScale: 1/8"=1'-0" 17"x11" Size Paper
6
1
7'
-
'2
1
24'-8"
3050 SH
Consult owner
Main Floor
"
3'
2
/
2-2668
1
2'-6"
8
3068
-
'
5
1'-3"Windows 4' off ground
5'-4"
2'
4'9'-6"1'-10"3'6'-4 1/2"
4'-10"
"
8'-6"2'6'
9
-
'10 CFM Fresh Air
Bedroom 3
Smoke Detector
Headers 4' or less use 1 Ply 9.50 or 2 Ply 2x10 Dim. Lumber
18
12'-8" x 11'-4"
"6
9' Flat Ceiling
90
Train ledge 12" from ceiling
2668
-
'
3
50 CFM
4
3'Bath
5030 SV
Saftey Glazing 2015 IRC, Sections R106 and R308.4.52x6 Wall
Headers 10' or less use 3 Ply 11.88 or 2 Ply 14.00 ML
5'-6"
9' Basement Foundation Walls
3010 SV
Master
Drain
Headers 8' or less use 3 Ply 9.50 or 2 Ply 11.88 ML
1'
13'13'
2668 P.
11'-10"
50 CFM3068
Bath
3'-4"
2x6 Wall
6'
WIC
2'-6"
CFM
Garage to Match Main TYP
50
9'-10"
Headers 10' or more refer to TJXpert Layout
9'-6"
7'-8"
2015 IRC, Section R106 and R311.6
2668
3'-6"
4'-4"
2'-4"
Headers 6' or less use 2 Ply 9.50
Header Notes:
9' Main Walls 4'-10"
7
3' Hallway Clearance
12
4010 SV4010 SV5010 SV
2026 F
3'-3"3'-3"3'3'6'6'-2"4'
12'-2"
6'-8"6'-6"5'-8"6'
2'37'
39'
4'
4. This drawing is not to be duplicated without
Sundance Drafting and Design is not liable for
Footing, Foundation, Rebar, and Shear wallsFloor Layouts and Truss Details are separate
written or verbal consent by Tiffany Stoddart.factors if the plan is not followed or changes
Copyright Sundance Drafting and Design 2020If any problems with the plans, please notify
Design Specialist not an Architect. All DetailsCopyright Sundance Drafting and Design 2020
Review all the notations and labels on eachThe undersigned has looked through these
2237/2130 INTERIOR2180/1962 INTERIOR
Sundance Drafting and Design is not liable
Details, Rescheck, Heat Loss Analysis, and
following: House plans, Floor Layout, Truss Copyright Sundance Drafting & Design 2020
provide the most accurate information for
page. Engineering supersedes all drafting
occur after the final print has been given,
Many factors occur in construction duringbetween Client/Contractor and SundanceDrafting and Design is noted and correct
2. Review entire set of plans including the
1. For a permit you will need 2 sets of theyour house design as possible, if design
above described with owner/contractor.should be looked over and approved by
3. This drawing is drawn by an AutoCadcontinuity of this drawing. Due to these
These Plans follow the 2015 IRC Codes
are specified and have to be followed.from these pages but need to be kept
Sundance Drafting and Design tries to
A5
contractor before construction begins.
notations. Labeling by County or City A4
of
the building process that change the
pages and agrees that all discussed
information is not provided correctly
GENERAL NOTES:
Read through all pages provided.
Permitting and Inspections Section
Sundance Drafting and Design.
Inspectors have to be followed.
Faires Residence
A2-Foundation/Basement Plan
4405
1038
Engineer Stamp (if needed).
06-02-2020
11-18-201912-17-2019
Sundance is not liable.
together and followed.
1/4"=1'-0" UNO1/8"=1'-0" UNO
construction mistakes.
TOTAL SQ. FTG.=
PAGE LAYOUT
106,107,108, & 109
A4-Cross Section
Please Initial Here
MAIN FLOOR=
for those items.
A1-Elevations
A3-Floor Plan
BASEMENT=
drafting & design
A5-Plot Plan
GARAGE=
Sundance
208.524.2880
Permit Set
Start Date
Bid Set
PAHN
LAN.COMOUSEEED
Rev Rev Rev
Min. Width of Conc. or Masonry Footings (inches)
8' and Greater (1) Horizontal Rebar in top 12" and one bar at each third point
PERMIT SET
1500 2000 3000
7/16" Waferboard
Overlapped Double Plate
2x6 Exterior wall
1212128' and Under (1) Horizontal Rebar in top 12" and one at mid-height
121212121616
@16"O.C. with
#6 at 36" O.C.#6 at 35" O.C.#6 at 32" O.C.#6 at 35" O.C.#6 at 34" O.C.
8" Conc. Walls
Not RequiredNot RequiredNot RequiredNot RequiredNot Required
Load-Bearing Value of Soil (psf)
)Nailing or Screws
.
Reinforced Concrete Foundation Walls
n
r
i
o
t
Horiz. & Vert.
mm
Min. Vertical Reiforcement Size & Spacing
(c
Conventional Light-frame Construction(2) #4 Rebar
t
a7" O.C. Max
e
tHoriz. Cont.
eu
psn
o
1
Ban
oon Both Sides
GM, GC, SM, SM-SC and ML Soils
Table R403.1 y
AoShear Panel
P
1212172424C
12121616
da
C
ne
L6
n
t
4" Brick Veneer over light frame
otx
e
a
rt
m
6
Table R404.1.2 (3)
e e
de
u
rr
l
epd
Tc
o
n e
X
in
t
4'x8'
C
eJ
o
a
r
m
T
n
ueC
r
Max. Unbalancedr
syo
e
To
t
Backfill Heights
s
b t
e
ep
e
r
ed
r
D
z
5' or less5' or less7' or lessPo
mu
ion Single Side
i
45
ho
s
S
Shear Panel
S
23c
121521213232s
1212
6'7'6'7'8'8'9't
iW
e
r
P
P
'
4
8'x8'
B Porch to Footing
1-story2-story3-story1-story2-story3-story
30" Min
not Shown for clarity
Drywall & Waterboard
Drywall is shown cutaway
'
Conc. Step into house
Max. Wall
4
Height
Concrete Steps into House
10'
2x4 Interior Wall@16" O.C.
8'9'
Max Rise 7 3/4"
for 7" O.C.
Blocks at
Drywall JointsScrews of Nails
11" Min Run on
#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"
48.5" to cntr
Alternate Reinforcing Bar Size and Spacing
Use this table unless a soil test is done
Detail
6'-8"
IBWP 3IBWP 5
3'
Vertical Rebar Only 8" nominal wall thickness
BWP
72" Max rebar spacing
Interior Braced Wall Panel IBWP All joints must occur over raming member
applied to both sides OR 96" to one side
7/16" OSB one side, blocked in all joints
All Hori. Joints blocked w/2x4 blocking
IBWP 5-Interior Braced Wall Method 5
BWP 3-Interior Braced Wall Method 3
Screwed @7"/7" w/1" Drywall Screws
2015 IRC Section 602.10.1
2x4 Studs @ 16" O.C. w/7/16" OSB 2 studs spaced 24" apart, blocked
1/2" min. Gypsum board 48" length
3' Braced Walls at each strap with
Braced Wall Panel BWP
covering 3 studs spaced 16" or
All Vert Joints occur over stud
-Footings shall not bear on frozen soil unless the frozen condition is permanent.
Nailed 5" O.C. and 10" Field
permanent supports of buildings and structures shall be protected from frost by
Except where otherwise protected from frost, foundation walls, piers and other Stapled @ 4"/8" w 16 ga.
Nailed @ 6"/12" w/ 8d or
square feet or less, of light frame construction with an eve height of 10' of less
-Decks not supported by a dwelling need not be provided with footings that
-Protection of freestanding accessory structures with an area of 400 of 600
(IRC R602.10)
7 3/8"
Scale: 1/4"=1'-0"
t
t
10 1/2"
h
Support
hStringer Braced Wall Panel Detail
"
gIntermediate All exterior wall are braced walls.
i
g
i2
/
e
e
1
H
32'-0 1/2"
6" at edge
1. Extended below the frost line specified in Table R301.2H
1
l 12" in field
i
m
1
a
o-
'
31'-4 1/2"r
o
H 5
d
r
n1
16 Steps
d
23'-4 1/2"
a
a
H
e
H
22'-4 1/2"
2. Construct in accordance with Section 403.3
21'-2 1/2"
3. Construct in accordance with ASCE 32 or
O.C. in field
4
8d @ 12"
12
9'1'-2"1'8'8"
12'-2 1/2"BBCC
Exhaust and Ventilation:
8d Nails @ 6"
O.C. @ edge
Frost Protection 403.1.4.1
one or more of the following methods:
Contractor to indicate location of fans if
10 CFM fresh air10 CFM fresh air
8'-9"
4'
Horiz. Cont.
8'-1" to 9' (1) Horiz. Bar(2) #4 Rebar
5"
in top 12" and one bar
not indicated on plans already.
at each third point
100 CFMextend below the frost line.
80 CFM50 CFM50 CFM
4. Erected on Solid Rock
shall not be required.
1'-2"9'8"
Whole House Fan
Exceptions:
Living Areas
Kitchen Fan
Bathrooms
middle 24" of wall mid-height.
Bedrooms
If needed, panel splice edgesto common blocking w/in
Note ashall occur over & be nailedOne row of 3" o.c. nailingis req. in ea. panel edge
12 ft.
3'-6"
22003600
Laundry
MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1
--
Typical Portal
Frame Construction
Great Room
Family Room
be of mechanical deposited zinc coated steel with coating weights
Alternate Braced Wall Panel Garage Portal Design
The under-floor space between the bottom of the floor joists and
7
2. Fasteners other than nail & timber rivets shall be permitted to BB
Note a
opening shall not be less than 1 s/f for each 150/f of under floor11 ft.
3'-2"
space area, unless the ground surface is covered by a Class 120003300
Height of Braced Wall Panel
zinc-coated galvanized steel, stainless steel, silicon bronze or
12
basement) shall have ventilation openings through foundation
--
Fasteners for Preservative treated wood
Double Portal Frame (Two Braced Wall Panels)
Fastner for Preservative treated wood shall be of hot dipped
walls or exterior walls. The minimum net area of ventilation
1. One-half inch (12.7mm) diameter or greater steel bolts.
One such vent shall be within 3' of each corner of building.
If the vapor retarder is used the min. net area of ventilation
the earth under any building (except space occupied by a
Sheathed WidthSheathed Width
openings shall not be less than 1 s/f for each 1500 s/f.Portal Frames with Hold Downs (PFH)
10 ft.
2'-8"2'-8"
30003000
18001800
in accordance with ASTM B695 class 55 min.
2x4 Post
AA
Min. Double
panel sheathing w 8d common or gal. box nails at 3" o.c. in framing
Tie down
Device
Min. 1000LB
" thick wood structual
2015 IRC Section R408
Figure R602.10.6.2
Header to jack-stud strap per table R602.10.6.4 on both sides of
Single Portal Frame (One Braced Wall Panel)
2'-8"2'-8"
9 ft.
1800300018003000
Extent of Header
2015 IRC Code Section R402.1.1
2'-18" finished width for single or double portal
9'
Min. (2) 3500 LB Tie-Down Device (Embedded into
" net header (Steel header prohibited)
vapor retarder material.
2'-4"2'-8"
8 ft.
copper. Exceptions:1800300018003000
Fasten sheathing to header w 8d common or
16
7
Ventilation
Min. double 2x4 framing covered w min.
Min. Length of panel per Table R602.10.5
R602.10.6.1, Item 1R602.10.6.1, Item 1
R602.10.6.1, Item 2R602.10.6.1, Item 2gal. box nails in 3" grid pattern as shown
Extent of Header
Concrete and Nailed into Framing)
Force (lb.)
Tie-Down
opening opposite side of sheathing
(studs and sills) as shown. typ.
Hall
Entry
" plate washer
suffice for the adjacent lower level provided that the lower level is less than one full
-On each additional story including un-finish & finished basements and habitable
-Alarm devices shall be interconnected with battery backup that the acuation of
Category and Windspeed
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
each sleeping area in the immediate vicinity of bedroom and dwelling units.
New Construction an approved carbon monoxide alarm installed outside of
Windspeed <110 MPHWindspeed <110 MPH
CM
2
They shall be listed as complying with UL 2034 and installed accordingly
Seismic DesignSDC A,B, and CSDC D,D, and D
All smoke alarms shall be listed in accordance with UL 217 & installed in
4
SS
1
-Outside of each separate sleeping area in the immediate vicinity of the
Min. 3"x11
16
3
1
2"x2"x
8
5
0(1)
F
attics but not including crawl spaces and uninhabitable attics.
EE
Horiz. Cont.
(2) #4 Rebar
G
top & bottom of footing.Lap bars 15" min.opening is 12"x12"
Min. reinforcing of
foundation, (1) #4 barMin. Footing under
CC
Carbon Monoxide Alarms
Storage
one alarm will activate all of the alarms
Cold
Max Height 10'-0"
Max Total Wall Height 12'-0"
2015 IRC Code Section R314
story below the upper level.
-One in each sleeping area
accordance with NFPA 72
2015 IRC Section R315
Smoke Alarms
Horiz. Cont.
(2) #4 Rebar
bedrooms
BB
Scale: 1/4"=1'-0" UNO on 36"x24" Size PaperScale: 1/8"=1'-0" UNO on 17"x11" Size Paper
Cross SectionCross Section
J
G
F Concrete Wall Greater than 9' need to have an Architects or Engineer
EEH
BB
AACCDD
over (3) 11.5" MIN. Stair Stringers bolted at bottom with P.T. 2x4 -3
Eq. Stair Risers 7 3/4" Max. height, Eq. Stair Treads 10" Min. depth
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
One egress ladder shall be provided within a window well of an
over Concrete Foundation wall Consistent w/ 2015 IRC R401-403
2x4 Stud Framed @ 24" O.C. with Bearing Walls @ 16" O.C.
over Weather Resistive
Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
with Cont. Handrail System mounted 36"above stair plane.
with 1/2" Sheetrock Inside Occupancy separation betweenMin. egress window opening will be 5.7 sq. ft 7 Sill height
Window wells provide a net clear of 9 sq. ft. w/min horiz.
Barrier 7/16" APA OSB & Nailing Pattern 6"-edge 12"-field
2 layers of cemented under-layment and extend from the
Pitch Engineered Trusses @ 24" O.C.
meet current building codes for vert. and horiz. loading.
with all other Railing System to be min. 42" above FFL &
Series, Placement, & O.C. Spacing as determined &
Slate Spacing to no more than 4" sphere to pass thru.
Window Wells w/depth greater than 44" will have a
" Anchor Bolts @ 72" O.C. 10" Long, 7" EmbeddedStringer to Ledger or alternate approved connection.
connected to Rim Joist, spliced using gal. metal ties
indicated on TJXpert Layout. (Version 6.0 or later)
with a Min. 6'-8" Head Clearance above stair plane.
Ladder or Steps 12"-width Inside, 3"-from walls,
Architectural Grade, 25 year Asphalt Shingles R905Contractor to indicate 22"x30" Attic Access Location
(Framed According to Engineered Truss Layout) 2015 IRC Ice Protection Ice Barrier consisting of
eave's edge 24" min. from inside exterior wall
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
2015 IRC R302.7, 311.7.2, R311.7 R312.1.3
2015 IRC Code Section R502, R503, R504
Taped and Prep'd for Interior Finishes
Taped and Prep'd for Interior Finishes
3/4" T&G OSB Sub-floor Glued & Nailed
over 11-7/8 TJI Engineered Floor Joist
Consistent w/ 2015 IRC Section R106.1
With Asphalt Emulsion on Exterior Side
permanently affixed ladder or steps.
Stucco, Faux Stone, and Vinyl Siding
2015 IRC Code Section R801, R901
Foundation Wall System:
Taped Prep'd for Interior Finisheswith 1/2" Sheetrock on Interior Side
over 1/2" Sheetrock on Ceiling Side
with add'l 2x4 Support as Required Taped Prep'd for Interior Finishes Max. 12" from all Corners or Splices Window Well System:
with 5/8" Sheet Rock on Interior Side
2015 IRC Code R602, R608, R703
between house, attic, and garage
Taped Prep'd for Interior Finishes
2x6 Stud framed @ 24" O.C. UNO fastened w/6 16d nails ea. side
Simpson A35 Connector at Stairs
over Continuous Concrete Footings
2015 IRC Code SectionR602.4
with R-49 Blown in Attic Insulation
with 3" Continuous Soffit Venting not less than .058" x 1.5" wide
no higher than 44" above FFLSpaced no more than 18" O.C.
over 7/16" Ext. OSB roof sheeting
with 1/2" Sheetrock Both Sides
Basement Furring:with 6-Mill Poly Vapor Barrier
" Gypsum Board under stairs
2x4 Stud framed @ 24" O.C.
with style "D" Metal Drip Edgewith min. R-21 Batt Insulation
with (1) 2x4 Bottom Plate
" Min. For each Bolt
with (1) 2x4 Bottom Plate
projection & width of 36"with Handrail return to wall.
with (1) 2x6 Bottom Plate
with (2) 2x4 Top Plates
with (2) 2x4 Top Plates
with R-13 Batt Insulation
with (2) 2x6 Top Plates
Exterior Walls:
with 3/8" Soffit Sheeting
Floor System:unfinished basement
Interior Walls:
Soffit System:2% Slope Max 1 to 48
over Foam Sill Sealer
Stair System:
over #15 building felt
2x6 Treated Sill Plateover Undisturbed Soil
Roof System:
3:12 and 7:12
2x6 Fascia Board
1
2
places with 3" x
2015 IRC Code
2015 IRC Code
2015 IRC Code
Exception:
1
4
over
1
2
with
2
1
4. This drawing is not to be duplicated without
Sundance Drafting and Design is not liable for
Footing, Foundation, Rebar, and Shear wallsFloor Layouts and Truss Details are separate
written or verbal consent by Tiffany Stoddart.factors if the plan is not followed or changes
Copyright Sundance Drafting and Design 2020If any problems with the plans, please notify
Design Specialist not an Architect. All DetailsCopyright Sundance Drafting and Design 2020
Review all the notations and labels on eachThe undersigned has looked through these
2237/2130 INTERIOR2180/1962 INTERIOR
Sundance Drafting and Design is not liable
Details, Rescheck, Heat Loss Analysis, and
following: House plans, Floor Layout, Truss Copyright Sundance Drafting & Design 2020
provide the most accurate information for
page. Engineering supersedes all drafting
occur after the final print has been given,
Many factors occur in construction duringbetween Client/Contractor and SundanceDrafting and Design is noted and correct
2. Review entire set of plans including the
1. For a permit you will need 2 sets of theyour house design as possible, if design
above described with owner/contractor.should be looked over and approved by
3. This drawing is drawn by an AutoCadcontinuity of this drawing. Due to these
These Plans follow the 2015 IRC Codes
are specified and have to be followed.from these pages but need to be kept
Sundance Drafting and Design tries to
A5
contractor before construction begins.
notations. Labeling by County or City A5
of
the building process that change the
pages and agrees that all discussed
information is not provided correctly
GENERAL NOTES:
Read through all pages provided.
Permitting and Inspections Section
Sundance Drafting and Design.
Inspectors have to be followed.
Faires Residence
A2-Foundation/Basement Plan
4405
1038
Engineer Stamp (if needed).
06-02-2020
11-18-201912-17-2019
Sundance is not liable.
together and followed.
1/4"=1'-0" UNO1/8"=1'-0" UNO
construction mistakes.
TOTAL SQ. FTG.=
PAGE LAYOUT
106,107,108, & 109
A4-Cross Section
Please Initial Here
MAIN FLOOR=
for those items.
A1-Elevations
A3-Floor Plan
BASEMENT=
drafting & design
A5-Plot Plan
GARAGE=
Sundance
208.524.2880
Permit Set
Start Date
Bid Set
PAHN
LAN.COMOUSEEED
Rev Rev Rev
PERMIT SET
NORTH
"
6
-
'
0
k
7
c
a
b
t
e
S
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e
r
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e
R
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6
-
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7
'
"
2
/
'0
1
6
'
'8
2-
3'
9
14
4
.
2
'
1
'
7
R=200.00'
5
3
L=113.82'
4
Construction
"
"
8
"
8-8
'-
'
4
-5
'Location
4
'
2
1
2
3
of New
'
C106
5
'
3
Line of Required Setback
'
"
3
8
1
-
'
"
4
'
6
7
-2
'
2
1
'
8
"
7
-
'
"
8
7
-
'
'
89
39
"1
6
-
'
8
2
'
4
3
'
2
3
85'-2"
'
7
Div. No. 2, Block No. 6, Lot No.7
'
1
25'
'
8
'
2
9
3
Line of Required Setback
"
2/
1
8
-'
3
5
"
5
42'-1 1/2"
-
'
2
8
"
2
/
1
7
"
2
-
/
'
10'
"1
83
4
-
-'
'
7
0
0
3
1
4
"
7'-6"
9
-
'
6
2
Line of Required Setback
Pine Brook Estates
Madison County
Rexburg, Idaho
Scale: 1/16" =1'-0" D Size Paper
Scale: 1/32"=1'-0" B Size Paper
Plot Plan