HomeMy WebLinkAboutPLANS REDLINED - 20-00795 - 1056 Cypress Loop - New SFR
9/15/2020
Elise@riverbendhouseplans.com
Pg 1
DATE:
Arcadia 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.
Min. for each Bolt over
Concrete Foundation Wall Consistent w/2015 IRC
over Undisturbed Soil
Min (2) Anchor Bolts per Sill Plate w/nut & ROUND
ed in each story level of
ery 15"; (1) Horizontal sion on Exterior Side
lines shall be designated
l Corners or Splices
(1) Horizontal Rebar
Footings Consistent The end of a braced
bar at each third point
@72" O.C. 10" Long, 7"
ermining the amount and
d height 8'1" TO 9'6"
wall line shall be the
er Foam Sill Sealer
General Notes
an angled braced wall
section R602.10.1.4
wall line shall be the intersection with a
in the building plan
2015 IRC Code Section R602.10.1
Review all the notations and labels on each page.
Floor Layouts and Truss Details are separate
If any problems with the plans, please notify
following: House plans, Floor Layout, TrussDetails, Rescheck, Heat Loss Analysis, and
w/2015 IRC Section R106.1
R401-403 with Asphalt Emul
Embedded Max 12" from al
Inspectors have to be followed. Footing,
Plate Washer 2 1/20 x 1/4"
distance between its ends.
Concrete wall 8' and under
For a permit you will need 2 sets of the
from these pages but need to be kept
are specified and have to be followed.
Foundation Walls System:
Vertical rebar schedule evover Continuous Concrete
Rebar in top 12" and one
notations. Labeling by County or City
in top 12" and one at mi
Foundation, Rebar, and Shear walls location of bracing requir
Engineering supersedes all drafting 2x6 Treated Sill Plate ov
The length of a braced
Read through all pages provided.a building, braced wall
with 1/2" Anchor Bolts
For the Prupse of det
line as permitted in
Engineer Stamp (if needed).
Braced Wall Lines:
braced wall line, or
as straight lines
together and followed.
perpendicular
Elise Shurtliff.
General Notes
on of fans if not indicated on
of ventilation openings shall
) shall have ventilation
rial. If the vapor retarder
Ply 11.88 or 2 Ply 14.00 ML
y 9.50 or 2 Ply 2x10 Dim.
each corner of the building.
ound surface is covered by
s or exterior walls.
Ply 9.50 or 2 Ply 11.88 ML
ventilation opening shall
under any building (except
r each 1500 s/f. One such
ween the bottom of the
Inside, 3" from walls,
for each 150 s/f of under
will be 5.7 sq. ft
greater than 44" will
clear of 9 sq. ft
xed ladder or steps
gher than 44" above FFL
Headers or more refer to TJXert Layout
w/min horiz projection & width of 36"
openings through foundation wall
Headers 6' or less use 2 Ply 9.50
space occupied by a basement
spaced no more than 18" O.C.
Living Areas 10 CFM fresh air
Min. egress window opening
a class 1 vapor retarder mate
Bedrooms 10 CFM fresh air
Contractor to indicate locatiWindow wells provide a net
Headers 4' or less use 1 Pl
is used the min. net area
Ladder or Steps 12" width
Headers 10' or less use 3 Whole House Fan 80 CFM
The under-floor space bet
The minimum net area of
Headers 8' or less use 3
vent shall be within 3' of
Exhaust and Ventilation: floor area, unless the gr
Window Wells w/ depth
have a permanently affi
not be less than 1 s/f fo
floor joistand the earth
Window Well System:
not be less than 1 s/f
Kitchen Fan 100 CFM
Ventilation R408.1
Bathroom 50 CFM
7 sill height no hi
Laundry 50 CFM
2015 IRC Code
Header Notes:
plans already
Exception:
Lumber
t in the garage to prevent
New Construction an approved
ctions R106,
requirements where mechanical
l sources of ignition in the
through perimeter
shall be listed as complying
suffice for the adjacent lower
If applicable,
ed in accordance with UL 217 &
levels and without an
vel is less than one full story
rconnected with battery backup
ent levels a smoke alarm
ll activate all of the alarms
nace and water heater 2015 IRC,
the immediate vicinity of
eeping area in the immediate
but not including crawl
Sections R106 and R308.4.5
uding un-finish & finished
oor 2015 IRC, Se
awl space opening.
vehicle damage to furnace and water heater.
106, R408.4 M1305.1.4
Floor min 18"x24" or
ling units with splits
with UL 2034 and installed accordingly
and M1307.3 Provide a protection pos
Section R106, and M1305 Elevate al
installed in accordance with NFPA 72
2015 IRC, Section R106 and R311.6
2015 IRC, Section R106, M1307.3.1
2015 IRC Code Section 106. R314
intervening door between the adjac
bedroom and dwelling units. They
equipment is located under floors.
that the actuation of one alarm wi
2015 IRC Section 106 & R315.1
installed on the upper level shall garage a min. of 18" above the fl
outside of each sleeping area in
spaces and uninhabitable attics.
carbon monoxide alarm installed
basements and habitable attics
to mechanical code for access
level provided that the lower le
-On each additional story incl
All smoke alarms shall be list
-Outside of each separate sl
wall min 16"x24" required cr
-Alarm devices shall be inte
-One in each sleeping area
Safety Glazing 2015 IRC,
Carbon Monoxide Alarms
Furnace: Location of fur
vicinity of the bedrooms
Crawl Space: Through
below the upper level.
3' Hallway Clearance
2015 IRC, Section R
In dwellings or dwel
Smoke Alarms
refer
9/15/2020
Elise@riverbendhouseplans.com
Pg 2
DATE:
Arcadia 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
8' Main Walls, 10 ' Entry and Great Room
contractor before construction begins.
7:12 Pitch Main, Front, and Sides
9' Basement Foundation Walls
General Notes
Garage to Match TYP
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:
Arcadia 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
8' Main Walls, 10 ' Entry and Great Room
7:12 Pitch Main, Front, and Sides
Elevations cont.
9' Basement Foundation Walls
Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paper
Garage to Match TYP
9/15/2020
Elise@riverbendhouseplans.com
pg 4
DATE:
Arcadia 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
45'
12'-10"6'-5"13'
6'-10"6'7'
6'
2'2'
5'-10 1/2"
4040RS4040RS
2668
10 CFM Fresh Air
Smoke Detector
12'-7 1/2"4'-4"12'-8 1/2"
1/2"
9'-11 1/2"
9'-11" X 12'-7"
9'-11" X 12'-8"
10 CFM Fresh Air
11'-4"
BEDROOM
Smoke Detector BEDROOM
12'10'
2668
5'-10"
Posts for Covered Patio
8'-11"
in front of FurnaceS
Seismic Straps
3' clearance
28682868
3'-1"
17'-7"around WH
1/2"
S
5050RS
9'-1"
9'-0" X 5'-7"
UTILITY
5'-4"
1'-5"
2868
4' Porch walls
Floor Joist Direction
16'-10"18'-10"
5'
10 CFM Fresh Air
9' Foundation Walls
13'-9"
Family Room
UP
4'
29'-10"
Posts for Covered Patio
5'-8"5'-4"
S
19'-3"
40'-1 1/2"
19'-2" X 10'-7"
8'-11"
STORAGE
S
11'-6"
11'-3 1/2"
SB24RSB24R
Foundation
3'-6"
B24RB24R
81'-3"81'-3"
2668
7'
2868
SB24RSB24R
S
10 CFM Fresh Air
Smoke Detector
9'-11" X 12'-6"
2868
BEDROOM
6'
S
17'
13'-0 7/8"
4040RS
10'
5068
Cut 18' for Garage Door Opening
12'-6 1/2"3'-8 1/2"
2'-1"
37'-7" X 23'-4"
23'-10 1/2"
GARAGE
24'-6"
25'-11"
with Req. Blocking
2868
10 CFM Fresh Air
THEATER ROOM
Floor Joist Direction
Smoke Detector
18'-6"
12'-0" X 18'-10"
12'-0 1/2"
12'-10 1/8"
2068
16'-6 1/2"
2'-1"
23'-4"
Slope Conc. Floor
Triple Car Garage
4" Concrete Slab
garage Floor
to drain to
Cut 9' for Garage Door Opening
14'-7"
6'-6 7/8"
cut 9' for Door opening
3'-7 7/16"3'-5 9/16"
with Reg Blocking
14'-5"
with Req. Blocking
13'
6'-5 5/8"
8' Main Walls, 10 ' Entry and Great Room
7'
5'-9"32'-3"7'
9' Basement Foundation Walls
45'
Foundation Plan
Basement 1787 s/fGarage 1052 s/f
Main Floor 1788 s/f
Total 4627 s/f
Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paper
Garage to Match TYP
9/15/2020
Elise@riverbendhouseplans.com
Pg 5
DATE:
Arcadia 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.
'
54
12'-10"6'-5"
45'
General Notes
2'2'2'2'
10 CFM Fresh Air
10 CFM Fresh Air50 CFM
Smoke Detector
Smoke Detector
6'
4068
4068
2'-4 1/2"
2'-1"
SB44SB44
4050RS
12'12'
4040RS
Detector/monoxide
6'-0 1/2"
detector
6'
carbon
Smoke
15683068306815683068
9'
3068
1268FX
8'-0" X 11'-0"
5'-1"
DECK
7'-7"
51016FX
3068
UP
5'-4"24'-10"
3060DH
3'-5 1/2"
2'-2"
Great Room
5'-8"
3'-4"
1268FX
16'-10"
3060DH
1'-10"
3'-4"
5'-3"
OPEN BELOW
8'-9" X 11'-7"
3060DH
10'-6"
5050FX
5'
28'-7 1/8"
5'-1"
DN
5'-3"
2'-2"
H2H2
H2
5'-8"5'-4"
2668
W2615
B25RB25R
4'-6"
9'
3'
6'
3'-6"
W363727
2626FX
3060DH
11'-8"Nook
3'-4"
3'-6"
10'-5"
B24RB24RSB36SB36B24RB24R
2668
3060DH
2626FX
81'-4 1/16"81'-4 1/16"
3'-10"
3'
79'-4"7'
U362454
B42B42B42B42OTC362454
RB36RB36
7'
W4239W4215W4239W4215
2868
3068
3'-2"
5'-4"
Braced Wall Panel
H1
Detector/monoxide
detector
3068
carbon
13'-3"
Smoke
3050DH
10 CFM Fresh Air
12'-4 5/8"
Smoke Detector
13'-3 1/8"
13'
3'-4"
3050DH
(2) 2x10 for portal framing
50 CFM
refer to page 6 figure 1
24'-6"
25'-11"
/
18080
/
/
/
/
/
2668
2668
15'-10"
/
6'-2 7/8"
/
10'-11 15/16"
4040RS
SB24RSB24RB24RB24RSB24RSB24R
50 CFM
12'-11"
37'-10" X 23'-5"
6'-6 1/2"
GARAGE
//
/////
H1
2668
5'-6"
1'-8"
Min 30" vertical Head Room
5'-6"
Contractor to locate exact
2'-11 1/2"
2'-6"
location of req. 22"x30"
3068
H1
H1H1
Attic Access point
(2) 2x10 for portal framing
3068
3'-6"3'-6"
6'-6"
refer to page 6 figure 1
Clearance
6'-5"
14'-5"
/
/
/
13'
10080
/
6060
/H2 - RJSTHD 14
/
H1 - STHD 14
/
6'-6"
5'-6"
H1
8' Main Walls, 10 ' Entry and Great Room
4040DH
12'-6 7/8"12'
5'-9"32'-3"7'
45'
9' Basement Foundation Walls
Basement 1787 s/fGarage 1052 s/f
Main Floor 1788 s/f
Garage to Match TYP
Total 4627 s/f
Main Floor
Scale: 1/8" =1'-0" 11" x 17" paperScale: 1/4"=1'-0" 24" x 36" paper
9/15/2020
Elise@riverbendhouseplans.com
Pg 6
DATE:
Arcadia 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
Living Areas 10 CFM fresh air
shall not be required
Bedrooms 10 CFM fresh air
Whole house Fan 80 CFM
Exhaust and Ventilation
Kitchen Fan 100 CFM
Exceptions:
Bathrooms 50 CFM
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
G
1. One-half inch (12.7mm) diameter or greater steel bolts.
the earth under any building (except space occupied by a
with Cont. Handrail System mounted 36" above stair plane
openings shall not be less than 1 s/f for each 1500 s/f.
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.
2015 IRC R106, R302.7, 311.7.2, R311.7.5, R311.7.8
with a min 6'-8" Head clearance above stair plane
in accordance with ASTM B695 class 55 min.
Fastners for Preservative treated wood
over (3) 11.5" MIN Stair Stringers
Eq Stair risers 7 3/3" Max height
1/2" gypsum board under stairs
Eq Stair treads 10" Min depth
securely mounted to framing
vapor retarder material.
with Handrail return to wall
Exceptions:
Stair System:
copper.
suffice for the adjacent lower level provided that the lower level is less than one full
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.
E
-On each additional story including un-finish & finished basements and habitable
-Alarm devices shall be interconnected with battery backup that the acuation of
Window Wells w/depth greater than 44" will have a
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
Ladder or Steps 12"- width Inside, 3" from walls,
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
attics but not including crawl spaces and uninhabitable attics.
permanently affixed ladder or steps
no higher than 44" above FFL
Spaced no more than 18" O.C
F
D
projection & width of 36"
Window Well System:
A
J
2015 IRC Code
one alarm will activate all of the alarms
Exception:
2015 IRC Code Section 106. R314
2015 IRC Section 106 & R315.1
story below the upper level.
-One in each sleeping area
accordance with NFPA 72
Carbon Monoxide Alarms
C
Smoke Alarms
B
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:
Arcadia 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
Division 2, Block 3, Lot 7
Madison County, Idaho
Pine Brook Estates
North
Building Parcel
Scale: 1/24" =1'-0" 11" x 17" paperScale: 1/12"=1'-0" 24" x 36" paper
Plot Plan