HomeMy WebLinkAboutPLANS - 19-00745 - Webb - New SFRR E V I S I O N T A B L E
N U M B E R
D A T E
R E V I S E D B Y
D E S C R I P T I O N
D R A W I N G S P R O V I D E D B Y :
DATE:
R i v e r B e n d D r a f t i n g a n d D e s i g n
E l i s e S h u r t l i f f 2 0 8 -5 5 7 -3 6 2 1
E l i s e @ r i v e r b e n d h o u s e p l a n s .c o m
11/26/2019
T W e b b C o n s t r u c t i o n
P i n e B r o o k E s t a t e s
D i v . 2 , B l o c k 6 , L o t 1 4
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 or more refer to TJXert Layout
Exhaust and Ventilation:
Whole House Fan 80 CFM
Kitchen Fan 100 CFM
Laundry 50 CFM
Bathroom 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
Ventilation R408.1
The under-floor space between the bottom of the
floor joistand 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 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 the building.
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.
Foundation Walls System:
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 8' and under (1) Horizontal Rebar
in top 12" and one at mid height 8'1" TO 9'6"
(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 1/20 x 1/4" Min.
for each Bolt over Concrete Foundation Wall
Consistent w/2012 IRC R401-403 with Asphalt
Emulsion on Exterior Side over Continuous
Concrete Footings Consistent w/2015 IRC
Section R106.1 over Undisturbed Soil
3' Hallway Clearance
2015 IRC, Section R106 and R311.6
Safety Glazing 2015 IRC, Sections R106 and R308.4.5
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
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
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
Furnace: Location of furnace and water heater 2015 IRC,
Section R106, and M1305 Elevate all sources of ignition in the
garage a min. of 18" above the floor 2015 IRC, Sections R106,
and M1307.3 Provide a protection post in the garage to prevent
vehicle damage to furnace and water heater.
2015 IRC, Section R106, M1307.3.1
General Notes
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).
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
Elise Shurtliff.
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. 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.
3. This drawing is not to be duplicated without
written or verbal consent by Elise Shurtliff.
Braced Wall Lines
2015 IRC Code Section R602.10.1
For the Prupse of determining the amount and location
of bracing required in each story level of a building, braced
wall lines shall be designated as straight lines in the building
plan
The length of a braced wall line shall be the distance between
its ends. The end of a braced wall line shall be the intersection
with a perpendicular braced wall line, or an angled braced wall
line as permitted in section R602.10.1.4
Pg 1
R E V I S I O N T A B L E
N U M B E R
D A T E
R E V I S E D B Y
D E S C R I P T I O N
D R A W I N G S P R O V I D E D B Y :
DATE:
R i v e r B e n d D r a f t i n g a n d D e s i g n
E l i s e S h u r t l i f f 2 0 8 -5 5 7 -3 6 2 1
E l i s e @ r i v e r b e n d h o u s e p l a n s .c o m
Front Elevation
Back ElevationElevations
7:12 Pitch Main, Front and sides
8' Main walls
9' Basement foundation walls
Garage to match TYP
11/26/2019
T W e b b C o n s t r u c t i o n
P i n e B r o o k E s t a t e s
D i v . 2 , B l o c k 6 , L o t 1 4
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. 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.
3. This drawing is not to be duplicated without
written or verbal consent by Elise Shurtliff.
Pg 2
R E V I S I O N T A B L E
N U M B E R
D A T E
R E V I S E D B Y
D E S C R I P T I O N
D R A W I N G S P R O V I D E D B Y :
DATE:
R i v e r B e n d D r a f t i n g a n d D e s i g n
E l i s e S h u r t l i f f 2 0 8 -5 5 7 -3 6 2 1
E l i s e @ r i v e r b e n d h o u s e p l a n s .c o m
Right Elevation
Left Elevation
Elevations cont.11/26/2019
7:12 Pitch Main, Front and sides
8' Main walls
9' Basement foundation walls
Garage to match TYP
T W e b b C o n s t r u c t i o n
P i n e B r o o k E s t a t e s
D i v . 2 , B l o c k 6 , L o t 1 4
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. 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.
3. This drawing is not to be duplicated without
written or verbal consent by Elise Shurtliff.
Pg 3
S
S
SS
SS SS
S
S
S S
81'-3"
2'
1 3 '
6 '-5 "
1 2 '-1 0 "
4 5 '
5 '
7 '
5 '
5 '-8 "
12'16'-10"11'-6"24'-6"
81'-3"
2'
14'-5"
7 '
5 '-9 "
3 2 '-3 "
7 '
4 5 '
3 '-6 "
5 '
1 '-5 "
6'18'-6"
25'-11"13'
3 '-8 "
3 '-5 "
13'-2"12'-9"6'-0 1/2"7'
2 3 '-4 "
23'-10 1/2"
1 7 '
6 '-4 "
2'-5 1/2"11'-11 1/2"
18'-10"
8 '-1 1 "
8 '-1 1 "
11'-4"
3'-1"13'-9"10'-8"9'-9"11'-3"
1 1 '-1 1 "
3 '
4 '-1 0 "
6 '-6 "
10'3'-2"3'-3 1/2"18'-6"
4 '-8 "
2970 SQ FT
GARAGE
4' Porch walls
LIVING AREA
1st Floor
R E V I S I O N T A B L E
N U M B E R
D A T E
R E V I S E D B Y
D E S C R I P T I O N
D R A W I N G S P R O V I D E D B Y :
DATE:
R i v e r B e n d D r a f t i n g a n d D e s i g n
E l i s e S h u r t l i f f 2 0 8 -5 5 7 -3 6 2 1
E l i s e @ r i v e r b e n d h o u s e p l a n s .c o m
11/26/2019
T W e b b C o n s t r u c t i o n
P i n e B r o o k E s t a t e s
D i v . 2 , B l o c k 6 , L o t 1 4
Footings Plan
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
8' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
Footings with Sanna Tube
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. 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.
3. This drawing is not to be duplicated without
written or verbal consent by Elise Shurtliff.
Pg 4
SSSSS
S
S
S
S S
SB24R B24R SB24RSB24RB24RSB24R
2868
5050RS
4040RS
4 0 4 0 R S
4 0 4 0 R S
2 8 6 8
2 8 6 8
2668
2 8 6 8
2668
5068
2668 2868
2068
2868
UP
4 '
81'-3"
2'
1 3 '
6 '-5 "
1 2 '-1 0 "
4 5 '
5 '
7 '
5 '
5 '-8 "
12'16'-10"11'-6"24'-6"
81'-3"
2'
14'-5"
7 '
5 '-9 "
3 2 '-3 "
7 '
4 5 '
3 '-6 "
5 '
1 '-5 "
6'18'-6"
25'-11"13'
3 '-5 9 /1 6 "
3 '-7 7 /1 6 "
12'-10 1/8"13'-0 7/8"6'-6 7/8"6'-5 5/8"
2 3 '-4 "
23'-10 1/2"
1 7 '
18'-10"
8 '-1 1 "
8 '-1 1 "
7 '
6 '
11'-4"
6 '
6 '-1 0 "
3'-1"13'-9"
12'-0 1/2"10'11'-3 1/2"
29'-10"10'
40'-1 1/2"
5'-10"5'-10 1/2"
1 /2 "
1 2 '-7 1 /2 "
4 '-4 "
1 2 '-8 1 /2 "
19'-3"9'-1"9'-11 1/2"
1 /2 "
1 7 '-1 1 "
1 2 '-6 1 /2 "
2 '-1 "
3 '-8 1 /2 "
1 6 '-6 1 /2 "
2 '-1 "
1 4 '-7 "
1758 SQ FT
12'-0" X 18'-10"
9'-0" X 5'-7"
37'-7" X 23'-4"
9'-11" X 12'-8"
19'-2" X 10'-7"
9'-11" X 12'-7"
9'-11" X 12'-6"
LIVING AREA
GARAGE UTILITY
THEATER ROOM BEDROOM
BEDROOM
BEDROOM
STORAGE
Cut 18' for Garage Door Opening
with Req. Blocking
Cut 9' for Garage Door Opening
with Req. Blocking
4' Porch walls
Foundation
R E V I S I O N T A B L E
N U M B E R
D A T E
R E V I S E D B Y
D E S C R I P T I O N
D R A W I N G S P R O V I D E D B Y :
DATE:
R i v e r B e n d D r a f t i n g a n d D e s i g n
E l i s e S h u r t l i f f 2 0 8 -5 5 7 -3 6 2 1
E l i s e @ r i v e r b e n d h o u s e p l a n s .c o m
Foundation Plan 11/26/2019
8' Main Walls
9' Basement Foundation Walls
Garage to Match Main TYP
F l o o r J o i s t D i r e c t i o n
10 CFM Fresh Air
Smoke Detector
Smoke Detector
3' clearance
in front of Furnace
Seismic Straps
around WH
9' Foundation Walls
Family Room
10 CFM Fresh Air
Triple Car Garage
4" Concrete Slab
Slope Conc. Floor
to drain to
garage Floor
10 CFM Fresh Air
Smoke Detector
10 CFM Fresh Air
Smoke Detector
10 CFM Fresh Air
Smoke Detector
T W e b b C o n s t r u c t i o n
P i n e B r o o k E s t a t e s
D i v . 2 , B l o c k 6 , L o t 1 4
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
Floor Joist Direction
cut 3' for
Door opening
with Reg
Blocking
cut 3' for Door
opening
with Reg Blocking
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. 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.
3. This drawing is not to be duplicated without
written or verbal consent by Elise Shurtliff.
pg 5
Main Floor 1686 s/f
Basement 1758 s/f
Garage 1053 s/f
total 4497 s/f
cut 6' for
Door opening
with Reg
Blocking
DN
SB44
B 2 4 R
S B 2 4 R
B 2 4 R
S B 2 4 R
B 2 4 R B24R
B 2 4 R
B 2 4 R
R B 3 6
B 2 4 R
B 2 4 R
S B 3 6
B 2 4 R
SB44
B 2 4 R
S B 2 4 R
B 2 4 R
S B 2 4 R
B 2 4 R B24R
B 2 4 R
B 2 4 R
R B 3 6
B 2 4 R
B 2 4 R
S B 3 6
B 2 4 R
W 2 4 3 6 R
W 2 4 3 6 R
W 2 4 3 6 R
4050RS
3060DH 3060DH 3060DH
2 6 6 8
3060DH 3060DH
4040RS
3068
2 6 6 8
2668 2868
2 6 6 8
18080
3 0 6 8
4040RS 3050DH 3050DH
10080 2626FX2626FX
1268FX306851016FX1268FX
5050FX
3 0 6 8
2668
3068
4068
4068
3068
1 5 6 8
3 0 6 8
1 5 6 8
4 0 4 0 D H
3 0 6 8
6060 3068
UP2'-2"5'1'-10"
7 '
5 '-6 "
2'
2'
4 5 '
5 '
5 '-8 "
3 '-6 "
1 2 '
1 2 '-6 7 /8 "
3 '-6 "
3 '-6 "
2'-6"
24'-6"
6'-6"6'-6"
12'-11"
10'-5"25'-11"
13'
13'
14'-5"
5'-4"3'-4"15'-10"
11'-8"
3'-4"3'-10"
16'-10"
4'-6"
3'-4"3'-4"5'-1"5'-1"
12'
6'6'
79'-4"
2 '-1 "
2 '-4 1 /2 "
1 2 '-1 0 "
6 '-0 1 /2 "
6 '-5 "
12'7'-7"10'-6"
5'-3"5'-3"
3'-5 1/2"
6 '-6 1 /2 "
10'-11 15/16"12'-3"
1 3 '-3 "
13'-3 1/8"
28'-8 3/4"
6 '
9 '9 '
3'3'
3 '-2 "
5 '-6 "
1 '-8 "
81'-4 1/16"
2'
5 '-9 "
3 2 '-3 "
7 '
4 5 '
3 '-6 "
5 '
2 5 '-2 "
2 '-2 "
4 5 '
5 '-8 "
7 '
81'-4 1/16"
2'
6'-5"5'-6"
8'-0" X 11'-0"
8'-5" X 11'-5"
37'-10" X 23'-5"
1686 SQ FT
GARAGE
OPEN BELOW
LIVING AREA
DECK
B r a c e d W a l l P a n e l
H2
H2
H2
1st Floor
R E V I S I O N T A B L E
N U M B E R
D A T E
R E V I S E D B Y
D E S C R I P T I O N
D R A W I N G S P R O V I D E D B Y :
DATE:
R i v e r B e n d D r a f t i n g a n d D e s i g n
E l i s e S h u r t l i f f 2 0 8 -5 5 7 -3 6 2 1
E l i s e @ r i v e r b e n d h o u s e p l a n s .c o m
8' Main Walls, 10' Entry and Living Room
9' Basement Foundation Walls
Garage to Match TYP
Main Floor 11/26/2019
10 CFM Fresh Air
Smoke Detector
8' Tray Ceiling
10 CFM Fresh Air
Smoke Detector
10 CFM Fresh Air
Smoke Detector
Main Floor 1686 s/f
Basement 1758 s/f
Garage 1053 s/f
total 4497 s/f
Smoke
Detector/
carbon
monoxide
detector
50 CFM
50 CFM
50 CFM
Contractor to locate exact
location of req. 22"x30"
Attic Access point
Min 30" vertical Head Room
Clearance
T W e b b C o n s t r u c t i o n
P i n e B r o o k E s t a t e s
D i v . 2 , B l o c k 6 , L o t 1 4
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. 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.
3. This drawing is not to be duplicated without
written or verbal consent by Elise Shurtliff.
10' Ceiling
8' Ceiling
8' Ceiling
100 CFM
Posts for Covered Patio
(2) 2x10 for portal framing
refer to page 8 figure 1
(2) 2x10 for portal framing
refer to page 8 figure 1
H1 - STHD 14
H2 - RJSTHD 14
H1H1 H1
H1 H1 H1
H1 H1
H1
Pg 6
Smoke
Detector/
carbon
monoxide
detector
DN
SB44
B24R
SB24R
B24R
SB24R
B24R B24R
B24R
B24R
RB36
B24R B24R
SB36
B24R
SB44
B24R
SB24R
B24R
SB24R
B24R B24R
B24R
B24R
RB36
B24R B24R
SB36
B24R
W2436RW2436R
W2436R
4050RS
3060DH 3060DH 3060DH
2668
3060DH 3060DH
4040RS
4040RS
3068
2668
2668 2868
2668
18080
3050DH 3050DH
10080 2626FX2626FX
1268FX306851016FX1268FX
5050FX
3068
2668
3068 4068
4068
3068
1568
3068
15684040DH
3068
3068
UP
6'
133'-0 3/8"
2
6
7
'
-
2
3
/
8
"
2
1
7
'
-
4
7
/
8
"
106'-8 1/8"
6
'
5
'
3 0 '4 4 '-8 1 3 /1 6 "
7
5
'
-
0
9
/
1
6
"
8
9'-2
1
5/
1
6
"
1
4
8
'
-
1
1
/
2
"
1 6 5 '-8 7 /1 6 "
8'-0" X 11'-0"
8'-5" X 11'-5"
37'-10" X 23'-5"
1686 SQ FT
GARAGE
OPEN BELOW
LIVING AREA
DECK
Mow Strip
Sidewalk
1st Floor
R E V I S I O N T A B L E
N U M B E R
D A T E
R E V I S E D B Y
D E S C R I P T I O N
D R A W I N G S P R O V I D E D B Y :
DATE:
R i v e r B e n d D r a f t i n g a n d D e s i g n
E l i s e S h u r t l i f f 2 0 8 -5 5 7 -3 6 2 1
E l i s e @ r i v e r b e n d h o u s e p l a n s .c o m
11/26/2019Plot Plan
Scale: 1/32" =1'-0" 11" x 17" paper
Scale: 1/16"=1'-0" 24" x 36" paper
T W e b b C o n s t r u c t i o n
P i n e B r o o k E s t a t e s
D i v . 2 , B l o c k 6 , L o t 1 4
Pine Brook Estates
Division 2, Block 6, Lot 14
Building Parcel
Madison County, Idaho
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. 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.
3. This drawing is not to be duplicated without
written or verbal consent by Elise Shurtliff.
N o r t h
Pg 7
2 9 '
8 "
9 '
1 '
1 0 '
6 '-1 "
8 "
9 '
1 '
8 '
1 0 '-4 "
8 "
4 '
1 '
10"
7 "
10'-11"
1 9 '-9 1 /2 "
R E V I S I O N T A B L E
N U M B E R
D A T E
R E V I S E D B Y
D E S C R I P T I O N
Roof System:
2015 IRC Code Architectural Grade, 25 year Asphalt Shingles
over #15 building felt over 7/16" Ext. OSB roof sheeting
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
over 6:12 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
D R A W I N G S P R O V I D E D B Y :
Stair System:
2015 IRC R106, R302.7, 311.7.2, R311.7.5, R311.7.8
Eq Stair risers 7 3/3" Max height
Eq Stair treads 10" Min depth
over (3) 11.5" MIN Stair Stringers
securely mounted to framing
with Cont. Handrail System mounted 36" above stair plane
with Handrail return to wall
with a min 6'-8" Head clearance above stair plane
with all other Railing system to be 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.
1/2" gypsum board under stairs
DATE:
R i v e r B e n d D r a f t i n g a n d D e s i g n
E l i s e S h u r t l i f f 2 0 8 -5 5 7 -3 6 2 1
E l i s e @ r i v e r b e n d h o u s e p l a n s .c o m
11/26/2019
A
Soffit System:
2015 IRC code
2x6 Facia Board
with style "D" Metal Drip Edge
with 3/8" soffit Sheeting
with 3" Continuous Soffit Venting
with add'l 2x4 support as required
B
Exterior Walls:
2015 IRC code R602.10.1
A braced wall panel shall begin within 10 ft from each
end of a braced wall line. The distance between adjacent
edges of braced wal panels along a braced wall line shall
not be greater than 20 ft.
2015 IRC code R106.1
Vinyl Siding and Brick 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 Bottom Insulation
with 1/2" Sheetrock Inside Occupancy separation between
house, attic, and garage
2015 IRC, Section R106 and R308.4.5
Taped Prep'd for Interior finishes
C
Interior Walls:
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
D
Floor System:
2015 IRC Code
3/4" T&G Sub-floor Glued and Nailed
over 11-7/8 TJI Engineered Floor Joist
Series, Placement, and 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
E
Basement Furring:
2x4 Stud Framed @24" O.C. with Baring 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
F
Foundation Wall System:
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 8' and under (1) Horizontal Rebar in top 12" and one at mid height
8'1" TO 9'6" (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 1/20 x 1/4" Min. for each Bolt
over Concrete Foundation Wall Consistent w/2015 IRC R401-403
with Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/2015 IRC Section R106.1
over Undisturbed Soil
G
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
Cross Section
Smoke Alarms
2015 IRC Code Section 106. R314
All smoke alarms shall be listed in accordance with UL 217 & installed in
accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate vicinity of the
bedrooms
-On each additional story including un-finish & finished basements and habitable
attics but not including crawl spaces and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an intervening door
between the adjacent levels a smoke alarm installed on the upper level shall
suffice for the adjacent lower level provided that the lower level is less than one full
story below the upper level.
-Alarm devices shall be interconnected with battery backup that the acuation of
one alarm will activate all of the alarms
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
Fastners for Preservative treated wood
Fastner for Preservative treated wood shall be of hot dipped
zinc-coated galvanized steel, stainless steel, silicon bronze or
copper.
Exceptions:
1. One-half inch (12.7mm) diameter or greater steel bolts.
2. Fasterners other than nail & timber rivets shall be permitted to
be of mechanical deposited zinc coated steel with coating weights
in accordance with ASTM B695 class 55 min.
Ventilation 2015 IRC, Section R408.1, R408.2, and R408.3
The under-floor space between the bottom of the floor joists and
the earth under any building (except space occupied by a
basement) shall have ventilation openings through foundation
walls or exterior walls. The minimum net area of ventilation
opening shall not be less than 1 s/f for each 300 s/f of under floor
space area, unless the ground surface is covered by a Class 1
vapor retarder material.
If the vapor retarder is used the min. net area of ventilation
openings shall not be less than 1 s/f for each 1500 s/f.
One such vent shall be within 3' of each corner of building.
A
B
C
D
E
F
G
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T W e b b C o n s t r u c t i o n
P i n e B r o o k E s t a t e s
D i v . 2 , B l o c k 6 , L o t 1 4
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. 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.
3. This drawing is not to be duplicated without
written or verbal consent by Elise Shurtliff.
Figure R602.10.6.2
Alternate Braced Wall Panel Garage Portal Design
Figure 1
Pg 8