HomeMy WebLinkAboutAPPROVED PLANS - 21-00753 - 832 Oak Hill Cir - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : 832 Oak Hill Cir - New SFR
Address :
Record Type : New Single Family Residence
Document Filename : DeLaCruz 8 Sept 2021.PDF
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00753
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
1 - TITLE / NOTES Stamp Larry Beesley : Building Open 1 Approved - Building Inspector
2 - MAIN FLOOR
PLAN
Free text Larry Beesley : Building Open 2 x
2 - MAIN FLOOR
PLAN
Free text Larry Beesley : Building Open 2 HOLD DOWNS
2 - MAIN FLOOR
PLAN
Ellipse Larry Beesley : Building Open 2
2 - MAIN FLOOR
PLAN
Line Larry Beesley : Building Open 2
2 - MAIN FLOOR
PLAN
Free text Larry Beesley : Building Open 2 3'
2 - MAIN FLOOR
PLAN
Stamp Larry Beesley : Building Open 2 Approved - Building Inspector
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 x
New Single Family Residence
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 x
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 x
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 x
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 x
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 x
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 4200 LB HOLD DOWNS
3 - BASEMENT
FLOOR PLAN
Line Larry Beesley : Building Open 3
3 - BASEMENT
FLOOR PLAN
Line Larry Beesley : Building Open 3
3 - BASEMENT
FLOOR PLAN
Line Larry Beesley : Building Open 3
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 x
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 1800 Lb Hold Down
3 - BASEMENT
FLOOR PLAN
Line Larry Beesley : Building Open 3
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 3'
3 - BASEMENT
FLOOR PLAN
Line Larry Beesley : Building Open 3
3 - BASEMENT
FLOOR PLAN
Line Larry Beesley : Building Open 3
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 S
3 - BASEMENT
FLOOR PLAN
Free text Larry Beesley : Building Open 3 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"
Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6"
3 - BASEMENT
FLOOR PLAN
Stamp Larry Beesley : Building Open 3 Approved - Building Inspector
4 - SECTION AND
DETAILS
Free text Larry Beesley : Building Open 4 3"x3"
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
4 - SECTION AND
DETAILS
Line Larry Beesley : Building Open 4
4 - SECTION AND
DETAILS
Free text Larry Beesley : Building Open 4 x
4 - SECTION AND
DETAILS
Rectangle Larry Beesley : Building Open 4
4 - SECTION AND
DETAILS
Free text Larry Beesley : Building Open 4 You must follow the 2018 IRC energy code requirements.
4 - SECTION AND
DETAILS
Line Larry Beesley : Building Open 4
4 - SECTION AND
DETAILS
Stamp Larry Beesley : Building Open 4 Approved - Building Inspector
5 - ELEVATION Free text Larry Beesley : Building Open 5 Street Number
Displayed on House
5 - ELEVATION Free text Larry Beesley : Building Open 5 Roof Ventilation as per R806
5 - ELEVATION Free text Larry Beesley : Building Open 5 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
5 - ELEVATION Free text Larry Beesley : Building Open 5 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
5 - ELEVATION Free text Larry Beesley : Building Open 5 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
5 - ELEVATION Stamp Larry Beesley : Building Open 5 Approved - Building Inspector
6 - ELEVATION Free text Larry Beesley : Building Open 6 Roof Ventilation as per R806
6 - ELEVATION Free text Larry Beesley : Building Open 6 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
6 - ELEVATION Stamp Larry Beesley : Building Open 6 Approved - Building Inspector
1 - TITLE / NOTES Stamp Tawnya Grover : P&Z Open 1 Plan Received
1 - TITLE / NOTES Stamp Alan Parkinson : P&Z Open 1 Corrections Required
C1 - SITE PLAN Stamp Alan Parkinson : P&Z Open 7 Corrections Required
C1 - SITE PLAN Callout Alan Parkinson : P&Z Open 7 Need to draw in sidewalks and ADA Ramp for corner
Approval of plans does not constitute approval of variance from code
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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, Idaho
83401
208-589-8383
DATE:
DRAWN BY:
PROJECT:
FOR
ofB'n'R DraftingServices LLCRRS
8 Sept 2021
2104059
Saul & Cindy DeLaCruz
6
SINGLE FAMILY DWELLING TITLE /
NOTES
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New Residence
Cindy & Saul DeLaCruz
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SQUARE FOOTAGE
Rexburg, IDAHO
Basement 1805 SF
Main Floor 1805 SF
3610 SF
Garage 558 SF
Total Area
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 9 1/2" 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
R
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
S
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
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.
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
1
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CCARBON 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
'
-0"
M
a
x
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
REV
DATE
DESCRIPTION
RE
F
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DW
UP
18'x8'
4068
4068
3068
3068
2668
5050
4050
3030
3068
3068
2068
3068
3068
4050
3068SL
2650
5050
8' - 2"4' - 2"4' - 0"5' - 2"5' - 2"5' - 0"5' - 0"3' - 6"8' - 6"12' - 0"
16' - 4"10' - 4"10' - 0"24' - 0"
5'
-
0
"
5'
-
0
"
3'
-
0
"
9'
-
4
"
2'
-
1
0
"
5'
-
0
"
12
'
-
6
"
10
'
-
0
"
32
'
-
8
"
14' - 0"2' - 3"7' - 8"2' - 1"7' - 6"8' - 0"8' - 0"7' - 6"
26' - 0"31' - 0"3' - 8"
2'
-
0
"
7'
-
6
"
16
'
-
6
"
12
'
-
0
"
7'
-
4
"
3'
-
1
1
"
12
'
-
4
"
5'
-
5
"
67
'
-
0
"
30
'
-
4
"
2'
-
0
"
Master Suite
15'-10" x 14'-4"
Bedroom
11'-10" x 11'-7"
Bedroom
10'-0" x 11'-5"
Family
Room
18'-0" x 19'-6"
Nook
12'-0" x 10'-6"
2 Car
Garage
23'-4" x 21'-7"
E
E
S
S
S
S
9' - 2"
2' - 4 1/2"
2' - 0"6' - 10"
6'
-
0
"
2'
-
0
"
3' - 4 1/2"
2050
2050
29
'
-
0
"
36
'
-
0
"
2'
-
0
"
4050
3068
3'
-
0
"
4'
-
5
"
3'
-
7
"
2668
2668
3068
60' - 8"
9'x8'
7' - 0"10' - 0"7' - 0"
24' - 0"
3' - 6"3' - 6"5' - 0"5' - 0"3' - 6"3' - 6"
2650
5'
-
0
"
0'
-
8
"
6068
3030
Bench w/ Hooks
C
40504050
20' - 0 1/2"
6'
-
2
"
3'
-
3
"
5'
-
9
"
3'
-
3
"
1'
-
9
"
6'
-
0
"
6'
-
6
"
8' - 5"
6' - 9"3' - 6"
4'
-
0
"
3' - 5"
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, Idaho
83401
208-589-8383
DATE:
DRAWN BY:
PROJECT:
FOR
ofB'n'R DraftingServices LLCRRS
8 Sept 2021
2104059
Saul & Cindy DeLaCruz
6
SINGLE FAMILY DWELLING MAIN
FLOOR
PLAN
2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1/4" = 1'-0"1 MAIN FLOOR
REV
DATE
DESCRIPTION
x HOLD DOWNS
3'
UP
Concrete Slab Contoured
To Allow for Adequate
Drainage
2668
27
'
-
8
"
3068
3068
3068
5068
506840683068
Family
Room
29'-0" x18'-0"
Mech Room
8'-7" x 7'-8"
Bedroom
14'-2" x 13'-3"
Bedroom
14'-4" x 12'-1"Storage
10'-0" X 10'-0"
Play Zone
7'-2" x 4'-0"
Open Railing
Beam
4040
4040
4040
4040
26' - 0"31' - 0"3' - 8"
7' - 0"24' - 0"
10
'
-
0
"
7'
-
2
"
7'
-
5
1
/
4
"
10
'
-
1
1
/
2
"
7'
-
1
1
1
/
4
"
32
'
-
8
"
16' - 9"
9' - 11"10' - 0"
7' - 0"10' - 0"7' - 0"
24' - 0"
20' - 4"
6'
-
0
"
2'
-
0
"
35
'
-
4
"
2'
-
0
"
2'
-
1
0
1
/
2
"
9'
-
3
"
2'
-
9
"
18
'
-
3
"
2'
-
1
0
1
/
2
"
13
'
-
6
"
15
'
-
6
"
29
'
-
0
"
38
'
-
0
"
67
'
-
0
"
17' - 2"13' - 10"
13
'
-
6
"
2'
-
0
"
2'
-
9
"
8'
-
1
1
"
5'
-
6
"
E
E
S
S
S
Beam
15' - 1 1/2"10' - 6"
9' - 3"
60' - 8"
60' - 8"
12
'
-
2
"
5'
-
0
"
2'
-
0
"
2'
-
2
"
2'
-
0
"
C
14' - 0 1/4"5' - 7 3/4"
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, Idaho
83401
208-589-8383
DATE:
DRAWN BY:
PROJECT:
FOR
ofB'n'R DraftingServices LLCRRS
8 Sept 2021
2104059
Saul & Cindy DeLaCruz
6
SINGLE FAMILY DWELLING BASEMENT
FLOOR
PLAN
3
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
WINDOW SCHEDULE
Tag Qty Width Height Frame Pane Low-E U-Factor Sill Height Description
2050 2 2' - 0" 5' - 0" VINYL DBL YES .32 1' - 8"
2650 2 2' - 6" 5' - 0" VINYL DBL YES .32 1' - 8"
3030 2 3' - 0" 3' - 0" VINYL DBL YES .32 3' - 8"
4040 4 4' - 0" 4' - 0" VINYL DBL YES .32 2' - 8"
4050 5 4' - 0" 5' - 0" VINYL DBL YES .32 1' - 8"
5050 2 5' - 0" 5' - 0" VINYL DBL YES .32 1' - 8"
1/4" = 1'-0"1 BASEMENT FTG
Door Schedule
Type Qty Width Height Frame Glazing U-Factor DESCRIPTION
9'x8' 1 9' - 0" 8' - 0" Wood <50% .33
18'x8' 1 18' - 0" 8' - 0" Wood <50% .33
2068 1 2' - 0" 6' - 8" Wood NA NA
2668 1 2' - 6" 6' - 8" Wood NA NA
2668 3 2' - 6" 6' - 8" Wood NA NA
3068 1 3' - 0" 6' - 8" Wood NA NA
3068 9 3' - 0" 6' - 8" Wood <varies> <varies>
3068 2 3' - 0" 6' - 8" Wood NA NA
3068SL 1 3' - 0" 6' - 8" Wood <50% .33
4068 3 4' - 0" 6' - 8" Wood NA NA
5068 2 5' - 0" 6' - 8" Wood NA NA
6068 1 6' - 0" 6' - 8" Wood >50% .33
All Door Sizes Based on Information Provided By Owner
Contractor is Responsible For Actual Sizes And Local Code Requirements
* On Plan Denotes Tempered Glass Required Locations
E On Plans Denotes Egress Locations
Windows Make and Mullion Pattern To Be Determined By Owner
Contractor is Responible For Actual Sizes and Local Code Requirements
REV
DATE
DESCRIPTION
x
x
x
x
x
x
4200 LB HOLD DOWNS
x 1800 Lb Hold Down
3'
S
Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"
Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6"
UP
4'-0" BRACE PANEL
ALTERNATE BRACE PANEL
HOLDOWN -CAPACITY 1,800 LBS UPLIFT
0'
-
6
7
/
8
"
0' - 10 1/2"
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, Idaho
83401
208-589-8383
DATE:
DRAWN BY:
PROJECT:
FOR
ofB'n'R DraftingServices LLCRRS
8 Sept 2021
2104059
Saul & Cindy DeLaCruz
6
SINGLE FAMILY DWELLING SECTION
AND
DETAILS
4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
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
Ceiling R-49
Walls R-21
Floors R-21
Basement R-13
Footing 10"x 20" w/ (3) #4 Cont
Foundation Wall - 8" Wall w/
#4 @ 14 o.c. Vert *
Shovel Footing - 10"x16" w/ (2) #4
* (2) #4 Horz Within 12" of Top of Wall
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
9'
-1"
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
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
9'
-0"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/ 2"x 2"x 3/16"Thick Plate Washer.
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
REV
DATE
DESCRIPTION
1/4" = 1'-0"2 Section 1
3"x3"
x
You must follow the 2018 IRC
energy code requirements.
MAIN FLOOR
1' -2 1/4"
DBL TOP PLATE
9' -3 1/4"
T.O. CONCRETE
0"
BASEMENT FTG
-8' -4"
8'
-
1
"
GARAGE FTG
-3' -0"
Face Surface -803 sq.ft
Rock Area -482 sq.ft = 60%
MAIN FLOOR
1' -2 1/4"
DBL TOP PLATE
9' -3 1/4"
T.O. CONCRETE
0"
BASEMENT FTG
-8' -4"
GARAGE FTG
-3' -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, Idaho
83401
208-589-8383
DATE:
DRAWN BY:
PROJECT:
FOR
ofB'n'R DraftingServices LLCRRS
8 Sept 2021
2104059
Saul & Cindy DeLaCruz
6
SINGLE FAMILY DWELLING
ELEVATION
5
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1/4" = 1'-0"1 Front Elevation
1/4" = 1'-0"2 Rear Elevation
REV
DATE
DESCRIPTION
Street Number
Displayed on House
Roof Ventilation as per R806
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft.
Minimum Frost Depth Ground Surface to Bottom of Footing 36"
MAIN FLOOR
1' -2 1/4"
DBL TOP PLATE
9' -3 1/4"
T.O. CONCRETE
0"
BASEMENT FTG
-8' -4"
GARAGE FTG
-3' -0"
MAIN FLOOR
1' -2 1/4"
DBL TOP PLATE
9' -3 1/4"
T.O. CONCRETE
0"
BASEMENT FTG
-8' -4"
GARAGE FTG
-3' -0"
Ridge
Ri
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eValleyHipValley8/12HipHipRi
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eHip8" / 12"
8" / 12"
8" / 12"
6"
/
1
2
"
6"
/
1
2
"
8" / 12"
8" / 12"
8" / 12"
8' Flat
Ceiling To
Match House
Ceiling To
Match House
8' Flat
TrayVault
4/
1
2
4/
1
2
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, Idaho
83401
208-589-8383
DATE:
DRAWN BY:
PROJECT:
FOR
ofB'n'R DraftingServices LLCRRS
8 Sept 2021
2104059
Saul & Cindy DeLaCruz
6
SINGLE FAMILY DWELLING
ELEVATION
6
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1/4" = 1'-0"1 Right Elevation
1/4" = 1'-0"2 Left Elevation
1/8" = 1'-0"3 ROOF CONTOUR
1/8" = 1'-0"4 CEILING CONTOUR
CRICKETS ARE TO BE FIELD LOCATED AS
NEEDED TO INSURE PROPER DRAINAGE,
REV
DATE
DESCRIPTION
Roof Ventilation as per R806
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
~ Oak Hill Circle ~
60' - 8"
Pine Brook Estates
Div 2 Block 5 Lot 9
Rexburg, ID
~ O
ak Hill
W
ay ~
P U E Typ
15' - 0"
1
6
'
-
3
"
28' - 6"
7 2 ° 0 5 ' 4 5 "
2 0 5 .2 5 'N
E
27° 10' 22"
229.00'
S
W
5
7° 2
3' 4
5"
1
2
9.8
3'
N
W
R
=
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=
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=4
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3
'
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5
.
0
0
'
2
°
3
9
'
3
3
"
R=
CH=
CB=
36.26'
60.00'
34° 29' 34"
35' - 0"
44' - 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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1823 N. 3750 E
Idaho Falls, Idaho
83401
208-589-8383
DATE:
DRAWN BY:
PROJECT:
FOR
RE
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NB'n'R DraftingServicesRRS
02/17/06
2104059
Saul & Cindy DeLaCruz
Rexburg, Idaho
SINGLE FAMILY DWELLING SITE
PLAN
C1
1" = 10'-0"1 Site
This Site plan is based on a legal
description provided by others, this site
plan is provided by a drafting service. No
survey work has been done nor is implied.
For Actual boundary lines and corners, a
licensed surveyor should be consulted.
B'n'R Drafting Services assumes no liability
for the accuracy of these documents.
Need to draw in
sidewalks and ADA
Ramp for corner