HomeMy WebLinkAboutPLANS 4.12.23 - 23-00874 - 893 Oak Hill Way - New SFRThe plans are the joint property of B'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. B'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is.
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1993 N. 37th E
Idaho Falls, ID 83401
208-589-8383
services@bnrdrafting.com
DATE:
DRAWN BY:
PROJECT:
FORB'n'R DraftingServices LLCRE
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12 Apr 2023
2302021
Bridger Jacobs (Plan 1)
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Mud Lake, Idaho
SINGLE FAMILY DWELLING TITLE /
NOTES
A1
Jacobs Highmark
Bridger Jacobs (Plan 1)
Mud Lake, Idaho
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The included text is provided for the contractor's
convenience. All text as found in the IRC-2018 codes shall
override any text within these plans if there is a conflict.
Any notation included with these drawings that are
provided by an Architect or Structural Engineer, shall take
priority over any text printed within these drawings.
KITCHEN - 100 CFM Intermittent
or 25 CFM Continuous
BATHROOMS - Mechanical Exhaust Capacity
50 CFM Intermittent or 20 CFM
Continuous
If Natural Ventilation is Less Than 5 air changes per hr
Then A Whole-House Mechanical Ventilation System
Capable of Supplying Outdoor Air of 15 Cubic Ft Per
Minute Per Occupant. Contractor and/or Electrical Sub-
Contractor to indicate exact location of fan units if not
already indicated on the plan set.
MINIMUM EXHAUST RATES (M1505)
CONTRACTORS NOTES
Unless noted otherwise the following header list
Shall be used.
Headers 4' or Less = (1) 1 3/4" x 9 1/2" LVL or
(2) 2x10 Dim. Lumber
Headers 6' or Less = (2) 1 3/4" x 9 1/2" LVL
Headers 8' or Less = (3) 1 3/4" x 9 1/2" LVL or
(2) 1 3/4" x 11 7/8" LVL
Headers 10' or Less = (3) 1 3/4" x 11 7/8" LVL or
(2) 1 3/4" x 14" LVL
BASED ON 35 psf LOAD
HEADER TABLE:
DRAWN BY B'N'R DRAFTING SERVICES
DRAWN BY B'N'R DRAFTING SERVICES
1/2" or 25/32" Thick Structural
Wood Sheathing applies
Vertically or Horizontally on
Studs Spaced a Maximum of 16" o.c.
4'-0" MINIMUM
8d Common Nails @ 6" o.c.
Edge and 12" o.c. Intermediate
- IRC 2018 Table R602.3 (1)
EXTERIOR WALL BRACE PANEL
1/2" Thick Gypsum Board applies
on Studs Spaced a Maximum of 24" o.c.
4'-0" MINIMUM
1 1/2" galvanized roofing nail, 6d common nail
staple galvanized 1/2" long, 1 1/4" screws type
W or S @ 7" o.c. @ 4" o.c. Edge and 8" o.c.
Intermediate - IRC 2018 Table R602.3(1)
INTERIOR WALL BRACE PANEL
3"
C
L
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10"x24" Sq Concrete Ftg
W/(3) #4 E.W.
(Contractor to verify footing
size and loading prior to
construction)
UNDISTURBED SOIL
12" Dia Concrete Pier W/(6) #4 Vert Rebar to
Secure Concrete Pier to Concrete Ftg
2x10 Treated Ledger
Board
Secured to Structure
Structure
2x10 Treated Rim Board
Secured to Post System
2x10 Treated Deck Joists @ 16" o.c.
(to be verified by contractor)
w/ 2x Treated Decking over 2x10 Treated
Deck Joist
Rafter
Wood Beam
4x4 Post with Simpson Post Cap & Post Stirrup (or Equal)
POST AND BEAM SYSTEM
A) Secondary Span Support if req'd to be spec.
By contractor
B) Deck Railing System if present shall meet current
building codes for vert and horiz Loading.
C) Contractor to verify with owner prior to construction
location of all deck locations, if any. Contractor
to provide details on aspects of any included
deck system, and location of required bearing
system.
Above is provided as "TYPICAL" construction.
DRAWN BY B'N'R DRAFTING SERVICES
DRAWN BY B'N'R DRAFTING SERVICES
34
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36
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Guard Rail shall have Intermediated rails
or ornamental closures that do not allow
passage of a sphere 4" in diameter.
Triangle opening formed by the raiser,
tread and bottom rail shall be such that
a sphere 6" dia cannot pass through.
Max riser height is 7 3/4" with a max
of 3/8" variation during continuous
run.
Min tread width is 10" with a max of
3/8" variation during continuous run.
Handrails shall be provided on at least one
side of each continuous run with 4 or more
risers.
Handgrip portion shall have a circular cross
section of 1 1/4" - 2" or equivalent Handgrip
edges shall have a Min. rad of .01"
STAIR HANDRAILS
If under-stair is enclosed and
accessible the walls soffits shall be
protected on the enclosed side with
1/2" gypsum board
1. All Dimensions for Exterior Walls are Measured from
Inside of Sheathing.
2. Unless Otherwise Specified All Dimensions Are
Measured from finished wall. (assuming 1/2" gyp)
3. Unless Otherwise Specified All Angles Are 45 Degrees
4. Unless Otherwise Specified All Exterior Walls Are to
be 2x6.
5. Unless Otherwise Specified All Basement Walls Are
to be 8" Concrete.
6. Unless Otherwise Specified All Window Headers Are
to be at Approx 6'-8" Above Floor.
NOTES:
SMOKE DETECTOR
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SQUARE FOOTAGE
Contractor to verify all site dimensions and
location prior to construction to ensure that all
information within this plan set conforms to
existing conditions, and to ensure compliance of
local codes and ordinances as it pertains to the
site location.
1
Contractor to verify all beam/header sizes have been
properly determined to match loading for the area in
which this structure is to be built.
Refer to Engineered Roof Truss Layout, and
Engineered Floor Joist Layout for
information regarding structurally loading
data used to design this structure.
(Note: These plans do not provide this data as it is
provided by the distributors of the respective Roof
Truss / Floor Joist Suppliers)
2
Contractor to locate and supply information in
regards to all foundation vents on all crawlspaces.
3
Contractor to verify with local codes for all Design
Requirements with Asphalt Emulsion on Exterior
Side over Concrete Footing Systems.
4
Contractor to verify with local codes for all Design
Requirements over Undisturbed Soil.
5
Contractor to verify prior to construction all footing
sizes, load requirements, soil bearing data, and
SE requirements.
6
Contractor to verify with owner prior to
construction all exterior materials, colors and
types.
7
Contractor to verify all location of solid surfaces
that require foundation adjustments.
8
Contractor to provide information on all areas
requiring glazing with safety materials.
9
Contractor to verify all exterior siding systems that
owner may specify. Contractor is responsible for
all material details regarding products
specifications, installation, and engineering data
that may be required by owner or building
department when obtaining permits.
10
Typically, B'n'R Drafting Services does not provide
Electrical, HVAC, or Plumbing notes, layouts, etc.
Contractor is responsible for these.
Main Floor 1673 SF
Basement 1665 SF
Total Area 3337 SF
Garage 1491 SF
NOTE: All Stairs shall be Provided
Illumination (R303.7) Wall switch
@ each interior level where
stairway has 6 or more risers.
(R303.8) Exterior stairways
shall provide light @ top
landing. Ext stairs to basement
shall provide light @ the bottom.
GENERAL NOTES
The following information are for code compliance.
Any Local Codes, Specification by an Engineer or
Architect supersede this information.
Floor Framing by Others U.N.O.
Roof Framing by Others U.N.O.
Minimum Specified Compressive
Strength of Concrete
(IRC 2018 Table R402.2)
Bsmnt walls, fnd and other
concrete not exposed to
to the weather 2,500 psf
Bsmnt walls, fnd and other
concrete exposed to
to the weather 3,000 psf
Porches, carport slabs and steps
exposed to the weather and
garage floor slabs 3,500 psf
BRACE WALL PANEL DETAIL
Overlapped Double Plate
2x6 Exterior Wall @
16" o.c. with 7/16"
Waferboard
Drywall &
Waferboard not
shown for Clarity
2x4 Interior Wall
@ 16" o.c.
Nailing or Screws 7" o.c.
Max, Horz & Vert
4'x8'
Shear Paneling
on Both Sides
or
8'x8'
Shear Paneling
on Single Side
Blocks at
Drywall
Joint for
7" o.c.
Screws or
Nails
Dryall is
Shown
Cutaway
4 8 "
4 8 "
48
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CARBON MONOXIDE
ALARM
Flashing
1/2" dia Bolt or Lag
per Table R507.2
Building shall have approved address numbers. The
numbers shall be contrasted with their background.
Numbers shall be 4" high, min stroke width of 1/2",
arabic or alphabetical letters in a visible area.
11
CARBON MONOXIDE ALARM (R315)
If not already indicated on plans, Contractor and/or
Electrical Subcontractor shall indicate on plans the
location of all carbon monoxide alarms. In a dwelling
unit containing a fuel-fired appliance and/or an
attached garage a Carbon Monoxide alarms are
required outside each sleeping area. Where a fuel-
fired appliance is located within the bedroom a
Carbon Monoxide alarem shall be installed within the
bedroom.
10
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-0"
M
a
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Wall=Lngth
8'=16"
9'=18"
10'=20"
For Frames Over 8' PanelSplace (If Needed)
Shall Occur Within 24" of Mid-Height.
Blocking is Required. If 2x Blocking is Used
Then it Must Be Stitch Nailed With One Row
of 16d Sinkers @ 3" o.c.
Fasten Sheathing To HeaderWith 8d Common
Nails in 3' Grid Pattern as Shown and 3" o.c.
in All Framing (studs and Sills) Typ.
1000 LB Header Strap Opposite Sheathing as
Shown (See Section A-A Typ
Fasten Top Plate To Header With Two Rows
of 16d Sinkers @ 3" o.c. Typ
(2) 1/2" Dia Anchor Bolts With 7" Min
Embedment and 2"x2"x3/16" Plate Washer
DBL 2x Post
2x Framing
Typical
Portal Frame
Construction
6' TO 18'
3"x11.25" Min. Header
(Built-Up, Solid Sawn,
Glulam, Etc)
SINGLE PORTAL FRAME
DOUBLE PORTAL FRAME
7/16" Min Thickness
Wood Structural
Panel
16d Sinkers 2
Rows @ 3" o.c.
1000 LB Header
Strap (On Opposite
Side of Sheathing
Sheathing Filler
If Needed
SECTION A-A
SIDE ELEVATIONFRONT ELEVATION
NOT TO SCALE
CS-PF (fig R602.10.6.4)
DRAWN BY B'N'R DRAFTING SERVICES
Fasten Sheathing to
Header With 8d
Common or Galv Box
Nails in a 3" Grid
Pattern as Shown
Provide a minimum of 30" of working space in
front of the furnace and a minimum of 3" along the
sides and back. Any furnace located in the
garage is required to be protected from impact.
The ignition source shall be elevated 18".
The maximum length of a clothes dryer exhaust vent
is 35'. A reduction in the maximum length of 2.5' for
each 45 degrees, and 5.0 for every 90 degree bend
shall apply. or per manuf instructions.
All 120-volt branch circuits for 15 & 20 amp
receptacle outlets in dwelling rooms, bedrooms,
closets, halls and similar areas shall be protected by
an arc-fault circuit interrupter.
10
An Ice Barrier Consisting of at least two layers
underlayment cemented together or of a self-adhering
polymer modified bitumen sheet, shall be used in lieu
of Normal Underlayment and Extend from the lowest
edges of all roof surfaces to a point at least 24" inside
the Exterior Wall Line of the Building (R905.1.2)
11
The Garage shall be Separated from the Residence
and its Attic Area by not less than 1/2" Gypsum Board
Applied to the Garage Side. Garage beneath habitable
rooms shall be separated by not less that 5/8" type X
Gypsum board or equivalent. (R302.6)
1
2
3
A 22" x 30" attic space access point is req'd. R807
Unless specified, the Contractor is to locate it.
4
A 18" x 24" crawl space access point is req'd if
a crawlspace exists. R408.4 Unless specified
the Contractor is to locate it.
5
Provide floor and/or landing on each side of exterior
doors. The width of the landing shall not be less than
the width of the stairway or door served. Minimum of
36" in the direction of travel is required.
Exception:Non-Egress Door w/ no more than 2
risers, provided the door swings in. (R311.3.2)
6
7
8
Flashing shall be Installed in such a Manner so as
to Prevent Moisture Entering the Wall and Roof
Through Joints in Copings, Through Moisture
Permeable Materials, and other Penetrations
through the Roof Plane. (R903.2)
9
12
13 Where Ceramic Tile is used Cement, Fiber-Cement
or Glass Mat Gypsum Backer in Compliance with
Code and Installed in Accordance with Mfg
Recommendations Shall Be used as Backer for Wall
Tile in Tub and Shower Areas and Wall Panel in
Shower Area. (R702.4.2)
All Basement Sleeping Room's Window Wells a
Greater than 44" Vertical Depth Shall have a
Permantly Affixed Ladder or Steps. R310.2.3.1
Openings between the Garage and the Residence
shall be either: a Solid Wood Door no less than 1 3/8"
thickness, A Solid or Honeycomb-Core Steel Doornot
less than 1 3/8" Thick, or a 20-Min Fire-Rated Door.
Equipped With a Self-Closing Device R302.5.1
Patio Covers are not to exceed 12' in height. (This is
not mandatory unless specifically Refer in the Adopting
ordinance. (AH104.1)
SMOKE ALARM (R314)
If not already indicated on plans, Contractor and/or
Electrical Subcontractor shall indicate on plans the
location of all smoke alarms. Smoke alarms are
required in each sleeping room, outside each sleeping
area, and on each level or story of the structure. All
smoke alarms to be interconnected such that the
actuation of one alarms will actuate all alarms.
Smoke alarms are required to be wired to the primary
power source and have battery backup.
Smoke alarms Shall be Installed no less that 3ft
Horz from the door or opening of the a bathroom
that contains a bathtub or shower unless this
would prevent placement of a smake alarm
Note: Location on plans are approximate
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REF.
UP
DW
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UP
16' - 0"12' - 2"7' - 0"7' - 0"2' - 8"3' - 6"3' - 6"2' - 9"9' - 9"6' - 8"7' - 4"
2'
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5'
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5'
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2'
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2'
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3'
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6'
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2' - 7"5' - 0"1' - 9"4' - 0"2' - 0"6' - 6"6' - 6"6' - 0"6' - 0"
7' - 2"4' - 8"
7' - 0"7' - 0"12' - 0"12' - 0"
21
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9
"
21
'
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9
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2'
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6
"
14' - 0"24' - 0"
14
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9'
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2'
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3'
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9
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1'
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3068
3068
2668
2' - 0"
3' x 9'
3068
Master Suite
13'-6" x 15'-0"
Laundry /
Mud
7'-0" x 13'-10"
Great Room
16'-11" x 16'-10"
Nook
13'-0" x 9'-4"
Pantry
3068
18'x8'
9'x8'
4050
4050
4050
3010
6050305030503050
3050 3050
3068
4040
3 Car
Garage
23'-0" x 24'-6"
3rd Bay
14'-0" x 42'-6"
5'
-
4
"
15
'
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8
"
6'
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0
"
*
4' - 0"
Bedroom
12'-0" x 11'-6"
Bedroom
11'-8" x 9'-10"
2668
2668
WIC
9'-0" x 7'-6"
2668
1668
1668
4068
2868 2868
28' - 2"14' - 0"36' - 2"
(2)3050
Butler's Hatch
3068
4068
3'
-
0
"
3'
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0
"
78' - 4"
34
'
-
0
"
15' - 4"13' - 0"12' - 0"
4'
-
0
"
43
'
-
6
"
SS
S
S
C
E
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E
2' - 0"6' - 10"3' - 2"3' - 11"2' - 0"6' - 7"
3' - 11"5' - 10"5' - 5"8' - 7"
11' - 10"
5'
-
9
"
3'
-
7
"
7'
-
1
1
"
4'
-
5
"
2'
-
0
"
12
'
-
4
"
7' - 11"3' - 6"
Handrail
11' - 0"4' - 4"
Concrete
Slab
14'-0" x 10'-0"
52
'
-
0
"
38' - 0"
3'
-
9
"
The plans are the joint property of B'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. B'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is.
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1993 N. 37th E
Idaho Falls, ID 83401
208-589-8383
services@bnrdrafting.com
DATE:
DRAWN BY:
PROJECT:
FORB'n'R DraftingServices LLCRE
V
DA
T
E
DE
S
C
R
I
P
T
I
O
N
CDU
12 Apr 2023
2302021
Bridger Jacobs (Plan 1)
-
Mud Lake, Idaho
SINGLE FAMILY DWELLING MAIN
FLOOR
PLAN
A2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1/4" = 1'-0"1 MAIN FLOOR
WINDOW SCHEDULE
Tag Qty Width Height Frame Pane Low-E U-Factor Sill Height Description
(2)3050 1 6' - 0" 5' - 0" VINYL DBL YES .32 1' - 8" FIXED
3010 1 3' - 0" 1' - 0" VINYL DBL YES .32 5' - 8" SLIDER
3050 3 3' - 0" 5' - 0" VINYL DBL YES .32 1' - 8" FIXED
3050 2 3' - 0" 5' - 0" VINYL DBL YES .32 1' - 8" SINGLE HUNG
4020 1 4' - 0" 2' - 0" VINYL DBL YES .32 9 1/2" FIXED
4040 8 4' - 0" 4' - 0" VINYL DBL YES .32 <varies> SLIDER
4050 3 4' - 0" 5' - 0" VINYL DBL YES .32 1' - 8" SLIDER
6050 1 6' - 0" 5' - 0" VINYL DBL YES .32 1' - 8" SLIDER
DOOR SCHEDULE
Model Qty Width Height Frame Glazing U-Factor Description
9'x8' 1 9' - 0" 8' - 0" Wood <50% .33 Garage Door
18'x8' 1 18' - 0" 8' - 0" Wood <50% .33 Garage Door
3068 4 3' - 0" 6' - 8" Wood <varies> .33 Exterior
All Door Sizes Based on Information Provided By Owner
Contractor is Responsible For Actual Sizes And Local Code Requirements
On Plans Denotes Tempered Glass Required Locations
Windows Make and Mullion Pattern To Be Determined By Owner
Contractor is Responsible For Actual Sizes and Local Code Requirements
Note: Door Between House and Garage Shall be 20 min Fire Rated w/ Self Closing Devices
On Plans Denotes Egress Locations
*
E
UP
4040
4040
40404040
6' - 4"10' - 8"12' - 2"7' - 0"
6'
-
0
"
8'
-
0
"
9'
-
8
1
/
4
"
7'
-
6
3
/
4
"
8'
-
9
"
2'
-
0
"
7' - 4 3/4"7' - 11 1/4"6' - 6"6' - 6"6' - 0"6' - 0"
10
'
-
0
"
4'
-
0
"
11
'
-
0
"
6'
-
0
"
21
'
-
0
"
9' - 2"
14' - 4 1/2"3' - 3"10' - 6 1/2"
43
'
-
6
"
2'
-
6
"
2' - 4 1/2"
9' - 3"
2' - 4 1/2"2' - 10 1/2"
18' - 3"
2' - 10 1/2"
Detail A
2868
Bedroom
11'-8" x 14'-2"
Bedroom
12'-0" x 14'-2"
2868
2868
5068
Family
Room
27'-10" x 15'-2"
2868
3068
2668
2668
5068
5068
3068
Storage
12'-0" x 17'-6"
Mech
12'-0" x 7'-2"
Bedroom
9'-0" x 12'-6"
4040
4040
4040
Ftg Dim
Concrete Slab Contoured to Allow
for Adequate Drainage
8' - 0 3/4"3' - 10 1/2"
Ftg Dim Ftg Dim
Ft
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3'
-
1
0
"
2'
-
1
1
"
4'
-
6
"
10
'
-
0
"
3'
-
8
"
4'
-
3
"
9'
-
7
"
15
'
-
6
"
2'
-
0
"
15
'
-
6
"
2'
-
0
"
13' - 0"2' - 9"9' - 5"3' - 6"8' - 6"3' - 6"9' - 6"
Beam
15' - 4"13' - 0"12' - 0"
14' - 0"24' - 0"
34
'
-
0
"
4'
-
8
1
/
4
"
Ft
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-
3
3
/
4
"
5'
-
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"
18
'
-
8
1
/
4
"
Ft
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E E E
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8'
-
6
"
18
'
-
6
"
28' - 2"14' - 0"36' - 2"
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C
52
'
-
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"
78' - 4"
Ga
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Outside
House
2x4 P.T. Base Plate
2x6 P.T. Base Plate
2x4 P.T. Base Plate
The plans are the joint property of B'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. B'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is.
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1993 N. 37th E
Idaho Falls, ID 83401
208-589-8383
services@bnrdrafting.com
DATE:
DRAWN BY:
PROJECT:
FORB'n'R DraftingServices LLCRE
V
DA
T
E
DE
S
C
R
I
P
T
I
O
N
CDU
12 Apr 2023
2302021
Bridger Jacobs (Plan 1)
-
Mud Lake, Idaho
SINGLE FAMILY DWELLING BASEMENT
FLOOR
PLAN
A3
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1/4" = 1'-0"1 BASEMENT FTG
The following information are for code compliance.
Any Local Codes, Specification by an Engineer or
Architect supersede this information.
Grade Away from Foundation Walls Shall Fall At a
Minimum of 6" Within the First 10 Feet (R401.3)
Backfill Shall Not Be Placed Against the Wall Until the
Wall has Sufficient Strength and has been Anchored
to the Floor Above, or has been Sufficiently Braced to
Prevent Damage by the Backfill. (R404.1.7)
In Seismic C - Metal Plate Washer & Nut (R403.1.6)
In Seismic D - Over Full Length of Required Brace Wall
Lines a .229"x3"x3" Plate Washer is Required. Hole in
Plate Washer is Permited to be Oversized Up to 3/16"
Larger than Bolt Diameter and May Be Slotted
Diagonally Not to Exceed 1 3/4" Provided a Standard
Cut Washer is Placed Between Plate and Nut. A
Properly Sized Cut Washer May Be Used in Wall Lines
Not Containing Brace Wall Panels. (R403.1.6.1 &
R602.11.1)
GENERAL NOTES
1
2
3
1/2" = 1'-0"2 Detail A - Offset
UP
UP
UP
UP
UP
UP
BRACE PANEL
Continuous Sheathing to be
Maintained Along Brace Wall Lines
Layout Based on Seismic C, Wind
90 mph, Wind Exposure C
HOLDOWN -CAPACITY 800 LBS UPLIFT
2
A4
3
A4
MAIN FLOOR
1' -2 1/4"
DBL TOP PLATE
10' -3 1/4"
T.O. CONCRETE
0"
BASEMENT FTG
-9' -0"
GARAGE FTG
-3' -0"
0'
-
7
3
/
8
"
0' - 10 1/2"
MAIN FLOOR
1' -2 1/4"
T.O. CONCRETE
0"
BASEMENT FTG
-9' -0"
GARAGE FTG
-3' -0"7'
-
0
"
The plans are the joint property of B'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. B'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is.
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1993 N. 37th E
Idaho Falls, ID 83401
208-589-8383
services@bnrdrafting.com
DATE:
DRAWN BY:
PROJECT:
FORB'n'R DraftingServices LLCRE
V
DA
T
E
DE
S
C
R
I
P
T
I
O
N
CDU
12 Apr 2023
2302021
Bridger Jacobs (Plan 1)
-
Mud Lake, Idaho
SINGLE FAMILY DWELLING SECTION
AND
DETAILS
A4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1/8" = 1'-0"1
BRACE WALL PANEL
LAYOUT
Contractor must specify a vapor retarder on all non-vented
"warm-in-winter" side of all framed ceilings, walls, and
crawl space floors.
Contractor may specify plastic vapor barrier or Vapor
Retarder rated Paint. All breaches in the barrier system to
be caulked and sealed.
VAPOR RETARDING
:
MINIMUM INSULATION R-VALUE - Climate Zone 6
Fenestration U-Factor 0.32
Skylight U-Factor 0.55
Ceiling R-49
Wood Framed Wall R-22 or R-13 Cavity & R-5 Continous
Floors (over unconditioned Space) R-30 or Sufficient to Fill the Cavity R-19 (min)
Basement Wall R-15 Continous or R-19 Cavity
Slab R-10 for a depth of 4ft
(Additional R-5 added to Slab edge if Heated)
Crawlspace Wall R-15 Continous of R-19 Cavity
Footing 8"x 16" w/ (2) #4 Cont w/ Vert bar
#4 bar @ 4' o.c. extending 14" into
stem wall.
Shovel Footing - 8"x16" w/ (2) #4
Foundation Wall - 8" Wall w/ Vert #4 @ 16" o.c., (1) #4
Horz within 12" of top of wall and (1) #4 bar
near third points of wall
Slab-On Grade - Min 3 1/2" Thick 4" Course Base
required if Below Grade 6-mil of approved vapor
retarder below slabs to be heated
JOB SPECIFIC INFORMATION
DRAWN BY B'N'R DRAFTING SERVICES
Interior Walls
2x4 Studs Framed @ 16"
O.C.
(2) 2x4 Top Plates
(1) 2x4 Bottom Plate
1/2" Gypsum Board Both Sides
Taped And Prep'd For Interior
Finish
Floor Joist
Blocking Req'd Under Bearing
Walls and Bracewall Panels
Wa
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8"
7/16" Ext. APA Rated Roof
Sheathing W/ Clips & Nailing 6" O.C.
Edges 10" O.C. Field
Architectural Grade, 25 Year Asphalt
Shingles (R801-R907)
Engineered Trusses Ref Roof Layout Drawings
15# Building Felt
Snow/Ice Shield (See Notes)
Fascia W/ Style "D"
Metal Drip Edge
Min R-49 Insulation
5/8" Gypsum Board Taped And
Prepared For Interior Finish
2x6 Dbl Top Plate
2x6 Studs @ 16" O.C.
R-21 Fiberglass Insulation
Poly Vapor Barrier
7/16" Ext APA Rated Wall Sheathing
Nailed @ 6" O.C. Edges, And 12" O.C.
Field
2x6 Bottom Plate
3/4" T&G APA Rated Sub-Flooring Nailed
@ 6" O.C. Edges, 10" O.C. Field
R-21 Insulation (Optional)
Floor Joists (As Per Floor Framing Layout)
Rim Joist (As Per Floor Framing Layout)
2x Treated Sill Plate W/ Foam Sill Sealer
Finish Grade
3/8" Soffit Sheathing
W/ 3" Cont. Soffit Venting
Add'l 2x4 Support As Req'd
1/2" Gypsum Board Taped And
Prepared For Interior Finish
5/8" Gypsum Board Taped And
Prepared For Interior Finish
Ref To Arch Elev
And Cross Section
For Fascia Design
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2x4 Firring W/ Dbl 2x Top Plate And
2x Sill Plate W/ R-13 Batt Insulation
and 6-Mil Poly Vapor Barrier
8" Concrete Wall
4" Concrete Slab
1/2" Dia Anchor Bolt W/7" Min Embed. @ 6'-0"
O.C. W/ Plate Washer. (See Sht 3 Note 3)
Located 12" Max From All Corners Or Splices.
Min (2) Anchor Bolts Per Sill Plate.
Damp Proofing
Compacted Washed Gravel
W/ Visqueen Barrier
5/8" Gypsum Board Taped and
Prepared For Interior Finish
DRAWN BY B'N'R DRAFTING SERVICES
Typical Wall Section
Standard Hook
Mi
n
3
"
C
l
r
1/4" = 1'-0"2 Side Cross Section
1/4" = 1'-0"3 Front Cross Section
MAIN FLOOR
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DBL TOP PLATE
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T.O. CONCRETE
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BASEMENT FTG
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MAIN FLOOR
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DBL TOP PLATE
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T.O. CONCRETE
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BASEMENT FTG
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GARAGE FTG
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The plans are the joint property of B'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. B'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is.
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1993 N. 37th E
Idaho Falls, ID 83401
208-589-8383
services@bnrdrafting.com
DATE:
DRAWN BY:
PROJECT:
FORB'n'R DraftingServices LLCRE
V
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CDU
12 Apr 2023
2302021
Bridger Jacobs (Plan 1)
-
Mud Lake, Idaho
SINGLE FAMILY DWELLING
ELEVATION
A5
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1/4" = 1'-0"1 Front Elevation
1/4" = 1'-0"2 Rear Elevation
MAIN FLOOR
1' -2 1/4"
DBL TOP PLATE
10' -3 1/4"
T.O. CONCRETE
0"
BASEMENT FTG
-9' -0"
GARAGE FTG
-3' -0"
MAIN FLOOR
1' -2 1/4"
DBL TOP PLATE
10' -3 1/4"
T.O. CONCRETE
0"
BASEMENT FTG
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GARAGE FTG
-3' -0"
9'
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The plans are the joint property of B'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. B'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is.
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1993 N. 37th E
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208-589-8383
services@bnrdrafting.com
DATE:
DRAWN BY:
PROJECT:
FORB'n'R DraftingServices LLCRE
V
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12 Apr 2023
2302021
Bridger Jacobs (Plan 1)
-
Mud Lake, Idaho
SINGLE FAMILY DWELLING
ELEVATION
A6
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1/4" = 1'-0"1 Right Elevation
1/4" = 1'-0"2 Left Elevation
1/8" = 1'-0"3 ROOF CONTOUR
CRICKETS ARE TO BE FIELD LOCATED AS
NEEDED TO INSURE PROPER DRAINAGE
1/8" = 1'-0"4 CEILING CONTOUR
The plans are the joint property of B'n'R Drafting and the Client. They are not to be reproduced or to be used for any construction except by express written consent by one of the owning parties. B'n'R Drafting assumes no liability beyond the production of these plans. All information contained has been exclusively provided by the client and are accepted as is.
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1993 N. 37th E
Idaho Falls, ID 83401
208-589-8383
services@bnrdrafting.com
DATE:
DRAWN BY:
PROJECT:
FORB'n'R DraftingServices LLCRE
V
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CDU
12 Apr 2023
2302021
Bridger Jacobs (Plan 1)
-
Mud Lake, Idaho
SINGLE FAMILY DWELLING 3D
PERSPECTIVE
A7
1 FRONT LEFT 2 FRONT RIGHT
3 REAR LEFT 4 REAR RIGHT
5 FRONT CENTER