HomeMy WebLinkAboutPLANS REDLINED REVISIONS - 20-00796 - 1068 Cypress Loop - New SFR
9/15/2020
Elise@riverbendhouseplans.com
Pg 2
DATE:
Coulter Design
208-557-3621Elise Shurtliff
River Bend Drafting and Design
TWebb Construction
DRAWINGS PROVIDED BY:
3. This drawing is not to be duplicated without
Design Specialist not an Architect. All Details
1. Review entire set of plans including the
written or verbal consent by Elise Shurtliff.
2. This drawing is drawn by an AutoCad
7:12 Pitch Main, Front and sides
above described with owner/contractor.
should be looked over and approved by
contractor before construction begins.
8' Basement foundation walls
Garage to match TYP
General Notes
9' Main walls
Back Elevation
Front Elevation
Elevations
Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paper
9/15/2020
Elise@riverbendhouseplans.com
Pg 3
DATE:
Coulter Design
208-557-3621Elise Shurtliff
River Bend Drafting and Design
TWebb Construction
DRAWINGS PROVIDED BY:
3. This drawing is not to be duplicated without
Design Specialist not an Architect. All Details
1. Review entire set of plans including the
written or verbal consent by Elise Shurtliff.
2. This drawing is drawn by an AutoCad
above described with owner/contractor.
should be looked over and approved by
contractor before construction begins.
General Notes
Right Elevation
Left Elevation
7:12 Pitch Main, Front and sides
Elevations cont.
8' Basement foundation walls
Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paper
Garage to match TYP
9' Main walls
9/15/2020
Elise@riverbendhouseplans.com
pg 4
DATE:
Coulter Design
208-557-3621Elise Shurtliff
River Bend Drafting and Design
TWebb Construction
DRAWINGS PROVIDED BY:
3. This drawing is not to be duplicated without
Design Specialist not an Architect. All Details
1. Review entire set of plans including the
written or verbal consent by Elise Shurtliff.
2. This drawing is drawn by an AutoCad
above described with owner/contractor.
should be looked over and approved by
contractor before construction begins.
General Notes
30'-7"4'-4"
20'-10"
12'
8'-10"
13'-6"7'-4"
cut 3' for Door opening
6'-6"
cut 9' for Door opening
with Reg Blocking
with Reg Blocking
12'-6"12'-6"12'-6"
13'13'
3010
6'-6"
Slope Conc. Floor
Triple Car Garage
4" Concrete Slab
1/2"
garage Floor
to drain to
SS
2'-11"
4040RS
10 CFM Fresh Air
7'-6"
Smoke Detector
2868
11'-7" X 11'-7"
11'-5 1/2"
BEDROOM
11'-8"
Footing
cut 16' for Door opening
32'-8" X 33'-7"
7'-5 3/16"
4'GARAGE
with Reg Blocking
20'-4"
21'-6"21'-6"
16'-2"
21'-3"
8 13/16"
7'-6 1/2"
1/2"
11'-5" X 7'-6"
STORAGE
in front of Furnace
4'
Seismic Straps 11'-4"
2868
3' clearance
Footing
around WH
2668
LIVING AREA
1'-4"
12'
2'-5"
1790 SQ FT
1'-4"
1968
S
68'68'
8
6
8
2
3'-1"
1'-4"
MECHANICAL
E5E5
UP
6'-4"
8'-4" X 8'-4"
Elevation 5
S
8'-8"
8'8'8'
Footing25'-7"
2668
55'55'
9'-6"
17'-9"
8'-2"
2868
10 CFM Fresh Air
Smoke Detector
9'-11" X 12'-4"
BEDROOM
4040RS
12'12'
8' Foundation Walls
Floor Joist Direction
32'-1"
2868
3'-4"
28'-10"
10 CFM Fresh Air
5'
Family Room
10 CFM Fresh Air
2868
6068
Smoke Detector
11'-3" X 16'-4"
BEDROOM
Beam
4040RS
16'
4'
1'-4"
14'14'
4040RS
5'-3 1/2"
16'-2"
1'-6"
43'43'
8' Basement Foundation Walls Foundation Plan
Garage to Match Main TYP
Total 4690 s/f
Basement 1790 s/fGarage 1106 s/f
Main Floor 1794 s/f
Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paper
9' Main Walls
9/15/2020
Elise@riverbendhouseplans.com
Pg 5
DATE:
208-557-3621Elise Shurtliff
River Bend Drafting and Design
DRAWINGS PROVIDED BY:
3. This drawing is not to be duplicated without
Design Specialist not an Architect. All Details
1. Review entire set of plans including the
written or verbal consent by Elise Shurtliff.
2. This drawing is drawn by an AutoCad
above described with owner/contractor.
should be looked over and approved by
contractor before construction begins.
General Notes
31'-1"4'-4"
H1
(2) 2x10 for portal framing
6'-3"
refer to page 6 figure 1
12'-6"
9080
6'-3"
H1
3068
H1
5'-3"
Clearance
11'
4030RS
(2) 2x10 for portal framing
refer to page 6 figure 1
33'-6" X 34'-5"
GARAGE
9'-6"
21'-3"
22'
16080
6050RS
11'
6'-6"
H1
LIVING AREA
39'
1794 SQ FT
68'
10510FX
4'
3050DH
8'8'
3068
25'-7"
4'-10 1/2"
55'
10510FX
9'-6"
17'-9"
3050DH
4'-10 1/2"
5'-9"
10'-6" X 11'-2"
BEDROOM
3050DH
11'-6"
2
5050RS
4'
4'
5'-9"
2'-9"
8'
7'-5"
2'-7 1/2"7'
5068
WALK-IN CLOSET
MASTER
5050RS 15'-0" X 1
16'
10'-9" X 11'-8"
BEDROOM
5050RS
10 CFM Fresh Air
B 33
10'-9" X 6'-2"
10 CFM Fresh Air
Smoke Detector
Smoke Detector
6'-1 1/2"50 CFM
11'-3"
26683068
8'
7'
H2 - RJSTHD 14
H1 - STHD 14
4040RS
16'-4"25'-10"
13'-9 1/2"5'-4"4'-4 1/2"6'-6"12'-2"
1'-6"
43'-8"
8' Basement Foundation Walls
Total 4690 s/f
Basement 1790 s/fGarage 1106 s/f
Main Floor 1794 s/f
Garage to Match TYP
Main Floor
Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paper
9' Main walls
9/15/2020
Elise@riverbendhouseplans.com
Pg 6
DATE:
Coulter Design
208-557-3621Elise Shurtliff
River Bend Drafting and Design
TWebb Construction
DRAWINGS PROVIDED BY:
3. This drawing is not to be duplicated without
Design Specialist not an Architect. All Details
#4 @ 15" is equal to #5 @ 23" or #6 @ 32"#4 @ 16" is equal to #5 @ 25" or #6 @ 32"#4 @ 18" is equal to #5 @ 25" or #6 @ 36"
1. Review entire set of plans including the
written or verbal consent by Elise Shurtliff.
2. This drawing is drawn by an AutoCad
Alternate Braced Wall Panel Garage Portal Design
above described with owner/contractor.
should be looked over and approved by
contractor before construction begins.
Alternate Reinforcing Bar Size and Spacing
8" nominal wall thickness
72"max rebar spacing
Vertical Rebar Only
General Notes
.
.
2
.
6
0
1
Figure 1
2
0
gure
6
R
i
F
- Footings shall not bear on frozen soil unless the frozen condition is permanent
permanent supports of buildings and structures shall be protected from frost by
square feet or less, of light frame construction with an eve height of 10' of less
frost, foundation walls, piers and other
not be provided with footings that
- Protection of freestanding accessory structures with an area of 400 of 600
Min Width of Conc. or Masonry Footings (inches)
Load Baring Value of soil
Conventional Light frame Construction
1.Extended below the frost line specified in Table R301.2
150020003000
1-story 1212122 story 1512123-story 2317121-story 1212122-story 2116123-storu 322416
4" Brick Veneer over light frame
2.Construct in accordance with Section 403.3
3.Construct in accordance with ASCE 32 or
- Decks not supported by a dwelling need
Except where otherwise protected from
one or more of the following methods:
Table R403.1
extend below the frost line
Frost Protection 403.1.4.1
4.Erected on Solid Rock
shall not be required
Exceptions:
Living Areas 10 CFM fresh air
Bedrooms 10 CFM fresh air
Whole house Fan 80 CFM
Exhaust and Ventilation
C
G
Kitchen Fan 100 CFM
Bathrooms 50 CFM
B
Laundry 50 CFM
be of mechanical deposited zinc coated steel with coating weights
opening shall not be less than 1 s/f for each 300 s/f of under floor
2. Fasterners other than nail & timber rivets shall be permitted toThe under-floor space between the bottom of the floor joists and
space area, unless the ground surface is covered by a Class 1
zinc-coated galvanized steel, stainless steel, silicon bronze or
basement) shall have ventilation openings through foundation
Fastner for Preservative treated wood shall be of hot dipped
Ventilation 2015 IRC, Section R408.1, R408.2, and R408.3One such vent shall be within 3' of each corner of building.
walls or exterior walls. The minimum net area of ventilation
If the vapor retarder is used the min. net area of ventilation
1. One-half inch (12.7mm) diameter or greater steel bolts.
the earth under any building (except space occupied by a
openings shall not be less than 1 s/f for each 1500 s/f.
with Cont. Handrail System mounted 36" above stair plane
with all other Railing system to be a min 42" above FFL &
meet current building codes for vert. and horiz. loading.
Slate Spacing to no more than 4" sphere to pass thru.
in accordance with ASTM B695 class 55 min.
2015 IRC R106, R302.7, 311.7.2, R311.7.5, R311.7.8
F
E
with a min 6'-8" Head clearance above stair plane
Fastners for Preservative treated wood
over (3) 11.5" MIN Stair Stringers
vapor retarder material.Eq Stair risers 7 3/3" Max height
1/2" gypsum board under stairs
3'
Elevation 5
Eq Stair treads 10" Min depth
securely mounted to framing
with Handrail return to wall
6'-9 15/16"
Exceptions:
copper.
Stair System:
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
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
Min. egress window opening will be 5.7 sq ft 7 Sill height
J
Window Wells provide a net clear of 9 sq ft w/min horiz.
each sleeping area in the immediate vicinity of bedroom and dwelling units.
New Construction an approved carbon monoxide alarm installed outside of
A
Window Wells w/depth greater than 44" will have a
They shall be listed as complying with UL 2034 and installed accordingly
All smoke alarms shall be listed in accordance with UL 217 & installed in
-Outside of each separate sleeping area in the immediate vicinity of the
Ladder or Steps 12"- width Inside, 3" from walls,
attics but not including crawl spaces and uninhabitable attics.
D
permanently affixed ladder or steps
no higher than 44" above FFL
Spaced no more than 18" O.C
projection & width of 36"
Window Well System:
one alarm will activate all of the alarms
2015 IRC Code
2015 IRC Code Section 106. R314
2015 IRC Section 106 & R315.1
J
Exception:
story below the upper level.
-One in each sleeping area
accordance with NFPA 72
Carbon Monoxide Alarms
Smoke Alarms
Concrete wall 8' and under (1) Horizontal Rebar in top 12" and one at mid height
bedrooms
8'1" TO 9'6" (1) Horizontal Rebar in top 12" and one bar at each third point
over Concrete Foundation Wall Consistent w/2015 IRC R401-403
2015 IRC Code Architectural Grade, 25 year Asphalt Shingles
A
with 1/2" Sheetrock Inside Occupancy separation between
2x4 Stud Framed @24" O.C. with Baring Walls @ 16" O.C.
end of a braced wall line. The distance between adjacent
with 1/2" Anchor Bolts @72" O.C. 10" Long, 7" Embedded
edges of braced wal panels along a braced wall line shall
layers of cemented under-layment and extend from the
over #15 building felt over 7/16" Ext. OSB roof sheeting
Series, Placement, and O.C Spacing as determined &
R-49 Blown in Attic Insulation with 5/8" Sheet Rock on
ROUND Plate Washer 2 1/20 x 1/4" Min. for each Bolt
Vinyl Siding and Brick over Weather Resistive Barrier
(Framed According to Engineered Truss Layout) with
A braced wall panel shall begin within 10 ft from each
7/16" APA OSB & Nailing Pattern 6" - edge 12" - field
Cross Section
connected to Rim Joist, spliced using gal. metal ties
indicated on TJXpert Layout (Version 6.0 or later)
2015 IRC Ice Protection Ice Barrier consisting of 2
F
Taped Prep'd for Interior Finishes Contractor to
over 6:12 Pitch Engineered Trusses @ 24" O.C.
E
eave's edge 24" min. from inside exterior wall
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
G
Min (2) Anchor Bolts per Sill Plate w/nut &
B
Consistent w/2015 IRC Section R106.1
Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paper
with Asphalt Emulsion on Exterior Side
over 11-7/8 TJI Engineered Floor Joist
2015 IRC, Section R106 and R308.4.5
Taped and Prep'd for Interior finishes
indicate 22"x30" Attic Access Location
Taped and Prep'd for Interior Finishes
3/4" T&G Sub-floor Glued and Nailed
Max 12" from all Corners or Splices
over Continuous Concrete Footings
Taped Prep'd For Interior Finishes
D
over 1/2" Sheetrock on Ceiling sidewith 1/2" Sheetrock on Interior Side
Taped Prep'd for Interior finishes
with add'l 2x4 support as required
2x6 Stud framed @24" O.C. UNO
with min R-21 Bottom Insulation
with 3" Continuous Soffit Venting
fastened w/6 16d nails ea. side
not less than .058" x 1.5" wide
with 1/2" Sheetrock Both Sides
C
with style "D" Metal Drip Edge
with 6-Mill Poly Vapor Barrier
2x4 Stud framed @ 24" O.C.
with (1) 2x6 Bottom Plate with (1) 2x4 Bottom Plate with (1) 2x4 Bottom Plate
2015 IRC code R602.10.1
Foundation Wall System:
not be greater than 20 ft.
with (2) 2x6 Top Plates with (2) 2x4 Top Plates with (2) 2x4 Top Plateswith R-13 Batt Insulation
house, attic, and garage
with 3/8" soffit Sheeting
2015 IRC code R106.1
over Undisturbed Soil
over Foam Sill Sealer
2x6 Treated Sill Plate
Basement Furring:
2x6 Facia Board
2015 IRC COde
2015 IRC Code
2015 IRC codeExterior Walls:
Soffit System:
Floor System:
Interior Walls:
Roof System:
Interior Side
9/15/2020
Elise@riverbendhouseplans.com
Pg 7
DATE:
Coulter Design
208-557-3621Elise Shurtliff
River Bend Drafting and Design
TWebb Construction
DRAWINGS PROVIDED BY:
3. This drawing is not to be duplicated without
Design Specialist not an Architect. All Details
1. Review entire set of plans including the
written or verbal consent by Elise Shurtliff.
2. This drawing is drawn by an AutoCad
above described with owner/contractor.
should be looked over and approved by
contractor before construction begins.
General Notes
North
s Subdivision
Division 2, Block 3, Lot 8
Madison County, Idaho
Pinebrook Estate
Building Parcel
Plot Plan