HomeMy WebLinkAboutREDLINED PLANS - 22-00692 - 917 Oak Hill Way - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Description : RPRPNBK2040070 - New SFR
Address : 917 Oak Hill Way - RPRPNBK2040070 - Lot 7 Blk 4
Application Type :
Document Filename : Acacia Front Load Pinebrook Lot 7 Permit Set 071222(1).pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A1 Free text Larry Beesley : Building Open 2 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A1 Free text Larry Beesley : Building Open 2 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
A1 Free text Larry Beesley : Building Open 2 Roof Ventilation as per R806
A1 Free text Larry Beesley : Building Open 2 Street Number
Displayed on House
A2 Free text Larry Beesley : Building Open 3 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
A2 Free text Larry Beesley : Building Open 3 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl.
interior bearing walls) R403.1.6.1
A2 Free text Larry Beesley : Building Open 3 4200 LB HOLD DOWNS
A2 Free text Larry Beesley : Building Open 3 X X
A2 Free text Larry Beesley : Building Open 3 X X
A2 Free text Larry Beesley : Building Open 3 X X
A2 Free text Larry Beesley : Building Open 3 X X
A2 Free text Larry Beesley : Building Open 3 conditioned crawl space
# 22-00692
New Single Family Residence
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Follow the markups that have been redlined on the plans.
Report Date: 09.28.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A3 Free text Larry Beesley : Building Open 4 Portal framing
A3 Free text Larry Beesley : Building Open 4 3'
A4 Free text Larry Beesley : Building Open 5 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A5 Free text Larry Beesley : Building Open 6 11' GREEN SPACE, SWELL AND 5' CITY SIDEWALK
A5 Free text Kyle Baldwin : P&Z Open 6 Sidewalk in Right-of-way must be shown on Site plan
Report Date: 09.28.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
Powered by TCPDF (www.tcpdf.org)
These Plans follow the 2018 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. 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).
2. Review entire set of plans including the
above described with owner/contractor.
3. 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.
Sundance Drafting and Design is not liable for
construction mistakes.
4. NOTE: This drawing is not to be
duplicated without written or verbal
consent by Tiffany Stoddart.
5. Sundance Drafting and Design tries to
provide the most accurate information for your
house design as possible, if design
information is not provided correctly Sundance
is not liable.
Many factors occur in construction during
the building process that change the continuity
of this drawing. Due to these factors if the
plan is not followed or changes occur after the
final print has been given, Sundance Drafting
and Design is not liable for those items.
Read through all pages provided.
6. 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.
7. If any problems with the plans, please
notify Sundance Drafting and Design.
8. Under no circumstances will Sundance
Drafting and Design be liable in any way for
any claims, damages, losses, expenses,
costs or liabilities whatsoever resulting or
arising directly or indirectly from your use of
the house plans.
9. We will have email confirmation at the end
of permit stage-finals that the client/contractor
has looked through these pages and agrees
that all discussed between Client/Contractor
and Sundance Drafting and Design is noted
and correct.
GENERAL NOTES:
1/4"=1'-0" UNO
Copyright Sundance Drafting and Design 20221/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
A5
of
Rev
Rev
Rev
Copyright Sundance Drafing & Design
2022 All right reserved
GN 208.524.2880NEEDAHOUSEPLAN.COMSundance drafting & designPAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement
A3-Main Floor
A4-Cross Section
A5-Plot Plan
Fasten sheathing to header w 8d common or
gal. box nails in 3" grid pattern as shown
Header to jack-stud strap per table R602.10.6.4 on both sides of
opening opposite side of sheathing
Min. Length of panel per Table R602.10.5
Min. double 2x4 framing covered w min. 716" thick wood structual
panel sheathing w 8d common or gal. box nails at 3" o.c. in framing
(studs and sills) as shown. typ.
Min. (2) 3500 LB Tie-Down Device (Embedded into
Concrete and Nailed into Framing)
Min.(1) 58" Ø Anchor Bolts R403.1.6
with 2"x2"x316" plate washer
Min. Double
2x4 Post
Typical Portal
Frame Construction
If needed, panel splice edges
shall occur over & be nailed
to common blocking w/in
middle 24" of wall mid-height.
One row of 3" o.c. nailing
is req. in ea. panel edgeMin. 1000LB
Tie down
Device (H1)
Extent of Header
Single Portal Frame (One Braced Wall Panel)
Extent of Header
Double Portal Frame (Two Braced Wall Panels)Max Height 10'-0"Alternate Braced Wall Panel Garage Portal Design PFH
Figure R602.10.6.2
Min. 3"x11 14" net header (Steel header prohibited)Max Total Wall Height 12'-0"Table R602.10.5
MIN. LENGTH OF BRACED
WALL PANELS
Min. reinforcing of
foundation, (1) #4 bar
top & bottom of footing.
Lap bars 15" min.
Min. Footing under
opening is 12"x12"
2'-18" finished width for single or double portal
Wall height 8ft 9ft 10ft 11ft 12ft
16" 18" 20" 22"* 24"*CS-PFIBWP 5_________
APA SIMPLIFIED WALL BRACING
REQUIRED BY CITY OF AMMON
IBWP 5-Interior Braced Wall Method 5
1/2" min. Gypsum See plan for length
2 studs spaced 24" apart, blocked
Screwed @7"/7" w/1" Drywall Screws
All Vert Joints occur over stud
All Hori. Joints blocked w/2x4 blocking
Above each IBWP3 a 2x4 Truss block is required
as well at each corner, not over window
ALL EXTERIOR WALLS ARE BRACED WALLS
(length?)
Pony Wall
Height
Tension Strap per
Table 602.10.6.4
(On opposite
side of Sheathing)
Fasten Top
Plate to header
w/2 Rows of 16d
sinker nails at 3"
O.C. TYP
Min. 3
8" Wood
Structural Panel
Sheating
Height of Braced Wall Panel
SDC A,B, and C
Windspeed <110 MPH
Sheathed Width
2'-8"2'-8"
MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1
Tie-Down
Force (lb.)
11 ft.
3'-2"
1800
3000
2200
3600
1800
3000
1800
3000
-
-
1
Seismic Design
Category and Windspeed
2'-8"
8 ft.
2'-4"
9 ft.
2'-8"
10 ft.
2'-8"
Note a
12 ft.
3'-6"
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
2000
3300
Sheathed Width
SDC D,D, and D
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
0 2
Note a
-
-
Table R602.10.5
MIN. LENGTH OF BRACED
WALL PANELS
Wall height 8ft 9ft 10ft 11ft 12ft
PFH 16" 16" 16" 18* 20*
*=10' is the max wall height allowed but a
pony wall attached up to 12'
*=10' is the max wall height allowed but a
pony wall attached up to 12'
Min. (2) 1
2" Dia. Anchor
Bolts installed per
R403.1.6 with 2"x2"x 3
16"
Plate Washers
All information
remains the same
except the Tie Down
Anchor Bolt and single
plate for CS-PF
(Same on both
sides of opening)
Alternate Braced Wall
Panel Garage
Portal Design CS-PF
Figure R602.10.6.4
(IF APPLICABLE)PERMIT SET(1) #4 Rebar
Horiz. Cont.
Gravel
Undisturbed Soil
Wood Foundation
Heated Room
Garage
Mono Pour for Inside Garage
Ventilation R408.1
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 150 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.
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 10' or more refer to TJXpert Layout
3' Hallway Clearance
2018 IRC, Section R106 and R311.6
Saftey Glazing 2018 IRC, Sections R106 and R308.4.5
Exhaust and Ventilation:
Whole House Fan 80 CFM
Kitchen Fan 100 CFM
Laundry 50 CFM
Bathrooms 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.
Furnace:
Location of furnace and water heater 2018 IRC, Section R106,
and M1305
Elevate all sources of ignition in the garage a min. of 18" above the floor
2018 IRC, Sections R106, and M1307.3
Provide a protection post in the garage to prevent vehicle damage to
furnace and water heater. 2018 IRC, Section R106, M1307.3.1
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.
2018 IRC, Section R106, R408.4 M1305.1.4
Window Well System:
2018 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.
One egress ladder shall be provided within a window well of an
unfinished basement
J
2'-6"10"1'-4"Brick Detail at Garage
4'
Nailing or Screws
7" O.C. Max
Horiz. & Vert.
Blocks at
Drywall Joints
for 7" O.C.
Screws of Nails
Drywall is shown cutaway
Overlapped Double Plate
2x6 Exterior wall
@16"O.C. with
7/16" Waferboard
Drywall & Waterboard
not Shown for clarity
2x4 Interior Wall
@16" O.C.
4'x8'
Shear Panel
on Both Sides4'8'x8'
Shear Panel
on Single Side48.5" to cntrIBWP 3
Interior Braced Wall Panel IBWP
2018 IRC Section 602.10.1
BWP 3-Interior Braced Wall Method 3
(IRC R602.10)
2x4 Studs @ 16" O.C. w/7/16" OSB
Nailed 5" O.C. and 10" Field
IBWP 5-Interior Braced Wall Method 5
1/2" min. Gypsum board 48" length
applied to both sides OR 96" to one side
covering 3 studs spaced 16" or
2 studs spaced 24" apart, blocked
Screwed @7"/7" w/1" Drywall Screws
All Vert Joints occur over stud
All Hori. Joints blocked w/2x4 blocking
Braced Wall Panel BWP
3' Braced Walls at each strap with
7/16" OSB one side, blocked in all joints
Nailed @ 6"/12" w/ 8d or
Stapled @ 4"/8" w 16 ga.
All joints must occur over raming member
6" at edge
12" in field
4'
8d @ 12"
O.C. in field
8d Nails @ 6"
O.C. @ edge
Braced Wall Panel Detail
BWP
IBWP 5
All exterior walls are braced walls.
Fasteners for Preservative treated wood
2018 IRC Code Section R402.1.1
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. Fasteners 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.
Frost Protection 403.1.4.1
Except where otherwise protected from frost, foundation walls, piers
and other permanent supports of buildings and structures shall be
protected from frost by one or more of the following methods:
1. Extended below the frost line specified in Table R301.2
2. Construct in accordance with Section 403.3
3. Construct in accordance with ASCE 32 or
4. Erected on Solid Rock
Exceptions:
-Protection of freestanding accessory structures with an area of 400 of
600 square feet or less, of light frame construction with an eve height
of 10' of less shall not be required.
-Decks not supported by a dwelling need not be provided with
footings that extend below the frost line.
-Footings shall not bear on frozen soil unless the frozen condition is
permanent.
Smoke Alarms
2018 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
S
Carbon Monoxide Alarms
2018 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
CM
Garage Portals:
Alternate Braced Wall Panel Garage Portal Design CS-PF
See Figure R602.10.6.4 on Sheet A4
CS-PF
Garage Portals:
Alternate Braced Wall Panel Garage Portal Design PFH
See Figure R602.10.6.2 Sheet A4
PFH
THRU
J
O
I
S
T
&
P
O
S
T
POST
C
A
P
P
E
R
P
L
A
N
P.T.
D
E
C
K
J
OI
S
T
P
E
R
P
L
A
N
CARR
A
G
E
B
O
L
T
S
2X P.
T
.
(2) 1/2
"
x
5
1
/
2
"
AN CONNECTION
PER PLAN
P.T. BLOCKING
PER PLAN
P.T. BEAM
P.T. POST OR WALL
2X6 P.T. TOP RAIL
@ 5 3/8"O.C.
2X2 P.T. PICKETS
1X4 P.T. EACH SIDE
4X4 P.T
.
P
O
S
T
2X4 P.T
.
S
P
A
C
E
D
D
E
C
K
I
N
G36" MIN.4"MAX.INTO RIM JST. @ 16" O.C.
THROUGH P.T. LEDGER
5/8"x5" LAG SCREWS
1X4 P.T
.
E
A
C
H
S
I
D
E
Grade
(2) #4 Rebar
Horiz. Cont.
16x8 Cont.
Footing
6" Conc.
FDN Wall
2x4 Pony
Wall
11 7/8" Eng. Floor Joist
to be Sunken
with Hanger or
Pony Wall Support
Day Light Basement
3' Foundation Wall with
earth backfill @ 2'-6"2'6'3'8'-1 1/2"(2) #4 Rebar
Horiz. Cont.8"4'Concrete
Slab
Concrete
Slab
Concrete
Slab
Perimeter Slab Insulation Detail
Rigid Insulation
(2) #4 Rebar
Horiz. Cont.
Concrete
Slab
Flashing
R-10 Insulation
Wall Tile
Recessed Floor Drain Detail (APA)
2x Wall
5/8" Gypsum Board
3/4" APA Rated
Floor Sheathing
Tile Backer Board
Over 6mm Vapor Barrier
Floor Tile
Sloped
Grout Bed
3/4" APA Rated
Floor Sheathing
11 7/8" LVL Floor Joist
9 1/2" TJI
Floor Joist
11" Min Run on
Conc. Step into house
Max Rise 7 3/4"
Concrete Steps into House
B-B1'-0 1/2"5'-9 1/2"3'-4"8"A-A 1'-0 1/2"A A
22" LAP
(Typ)22" LAP(TYP)#4 @ 2'-0" O.C. E. W.
23/32 APA Rated Sheathing
W/ Tar Paper Between
Sheathing and Concrete
Tar Paper
2x Pressure
Treated Rim
(Match Floor
Joist Depth)
#4 @ 2'-0" O.C.
24
2x4 Pressure
Treated Sill
Plate W/1/2"
Dia.
Anchor Bolts
@ 4'-0" O.C.
Wall Framing
(By Others)
Floor Framing
(By Others)
1 1/4" (Min.)
Eng Rim Joist
Foundation Wall
(By Others)
Floor Joist (See Table)
2x Ledger W/Simpson
1/4" SDS Screws
(Match Floor Joist Depth)
(See Table)
Simpson LUS Joist
Hanger W/ SD Screws
@ Each Joist
Span (See Table)
Slope
Cold Storage Detail
Span (See table)Length (As per Arch Drawings3'-0"Max.GENERAL STRUCTURAL NOTES
A. CODES AND SPECIFICATIONS
1.International Building Code (IRC) - 2018 Edition
2.ACI 318-11 Building Code Requirements for
Reinforced Concrete
3.ANSI/AF&PA National Design Specifications
(NDS) & Suppl. for Wood Const. -2018 Edition
4.ASCE 7-10 Min. Design Loads for Buildings and
other Structures
B. DESIGN LOADS UNIFORM (PSF)
1.Floor Loads Uniform
a. Deck Live = 100
C. MATERIALS
1. Dimensional Lumber #2 Douglas Fir
2. Concrete fc Slab 4000 PSi
3. Reinforcing Steel ASTM A615 - Grade 60
4. Anchor Bolts A36/F1554 GRADE 36
4" Concrete Deck Table
Span Joist Size Joist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x4 16" O.C.8" O.C.
6'-0"2x6 16" O.C.5" O.C.
8'-0"2x8 16" O.C.4" O.C.
6" Concrete Deck Table
Span Joist Size Joist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x4 16" O.C.7" O.C.
6'-0"2x6 16" O.C.4 1/2" O.C.
8'-0"2x8 12" O.C.3" O.C.
Window Callouts:
Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
SH-is Single Hung DH is Double Hung
SV is Side Vent F is Fixed or Picture
T or Temp is Tempered Safety Glass
Tra is Transom OBS Obscured
Rim Down Joist Detail
B B2'-6"6" MinA-A B-B
Stepping
Conc.
Daylight Stepping and Walkout Foundation
GFoundation Wall System:
(*USE IN SEISMIC D ZONE-BONNEVILLE COUNTY)
2x4 Treated Sill Plate
over Foam Sill Sealer
with 1
2" Anchor Bolts @ 72" (*32") O.C. 10" Long, 7" Embedded
Max. 12" from all Corners or Splices
Concrete Wall Greater than 9' need to have an Architects or Engineer
Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height
8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
2 1/2 Ø x1
4" Min. For each Bolt (*3"x3"x1
4" SQUARE)
over Concrete Foundation wall Consistent w/ 2018 IRC R401-403
With Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/ 2018 IRC Section R106.1
over Undisturbed Soil
(USE IF APPLICABLE)
(USE IF APPLICABLE)(USE IF APPLICABLE)
(USE IF APPLICABLE)
OR
Deck Detail
(USE IF APPLICABLE)
(USE IF APPLICABLE)
(USE IF APPLICABLE)(USE IF APPLICABLE)
(USE IF APPLICABLE)2'-6"8"1'-4"Rock Detail at Garage
(USE IF APPLICABLE)
General Notes & 2018 IRC Codes LSA HomesPinebrook PlanAcascia 2.006-28-2022
Plan# 22-233
C-C
C C TOTAL SQ. FTG.= 1892MAIN FLOOR=1892/1792 INTERIORGARAGE=861Foam Insulation w
Thermal Barrier Under
07-12-2022
Elevations
Scale: 1/4" & 1/8" =1'-0" on 36" x 24" Paper
Scale: 1/8" & 1/16"=1'-0" on 17" x 11" Paper
A1
1/4"=1'-0" UNO
Copyright Sundance Drafting and Design 20221/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
A5
of
Rev
Rev
Rev 208.524.2880NEEDAHOUSEPLAN.COMSundance drafting & designPAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement
A3-Main Floor
A4-Cross Section
A5-Plot Plan
PERMIT SETSEE GN NOTES PAGE FOR ALL
CODE REQUIREMENTS AND
DETAILS
LSA HomesPinebrook PlanAcascia 2.006-28-2022
Front Elevation
Back Elevation
Right ElevationLeft Elevation
Plan# 22-233
8' Main Walls
4' Crawl Space Foundation
Garage to Match Main TYP
TOTAL SQ. FTG.= 1892MAIN FLOOR=1892/1792 INTERIORGARAGE=8613,4,7,10,& 12:12 Pitch Main, Front
and Sides
12
10
12
4
3:12 Metal Seam Roof
Board &
Batton
Metal Seam Roof
Asphalt Shingles
Shake Siding False Gable w/ 1626 F
Window Centered
12:12 Pitch
1626 F
False Window
12
10
8'4'12
7
12
3
12
7
12
7
Board &
Batton
White
Rock/Brick
Line of Vault
Inside Master Bed
07-12-2022
Ground Surface to
Slope away from
Foundation a minimum
of 6" within first 10 ft.
Roof Ventilation as per R806
Street Number
Displayed on House
Minimum Frost Depth
Ground Surface to
Bottom of Footing 36"
Foundation Plan
Scale: 1/4"=1'-0" 36"x24" Size Paper
Scale: 1/8"=1'-0" 17"x11" Size Paper
A2A2
1/4"=1'-0" UNO
Copyright Sundance Drafting and Design 20221/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
A5
of
Rev
Rev
Rev 208.524.2880NEEDAHOUSEPLAN.COMSundance drafting & designPAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement
A3-Main Floor
A4-Cross Section
A5-Plot Plan
PERMIT SETSEE GN NOTES PAGE FOR ALL
CODE REQUIREMENTS AND
DETAILS
LSA HomesPinebrook PlanAcascia 2.006-28-2022
Plan# 22-233TOTAL SQ. FTG.= 1892MAIN FLOOR=1892/1792 INTERIORGARAGE=8618' Main Walls
4' Crawl Space Foundation Walls
Garage to Match Main TYP
4"
C
o
n
c
.
P
o
u
r
O
v
e
r
Un
d
i
s
t
u
r
b
e
d
S
o
i
l
TRIPLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR 18'-4"15'Center of
Footing
Cont.33'-4"5'-8"16'-4"61'-4"6'27'28'-6"14'-8"3'-8"Center of
Footing
Cont.36'15'-10"2'61'-4"29'
22'12'
11'11'6'6'
34'
63'25'4'8'-8"16'-4"14'6'-6"7'T-Wall
Cut 18' for Garage
Door opening
with Req. Blocking
Cut 9' for Garage
Door opening
with Req. Blocking Floor Joist Direction4" Brick Ledge4" Brick LedgeCantilever Above11'-4"24'-8"8'-6"18'-10"Cut 3' for Garage
Passage opening
with Req. Blocking
7'-6"
63'
Covered Deck Above
2-6x6 Posts
Over 16x16x8 Conc. Footing
11'-9"13'-3"
Center of
Footing
Center of
Footing
26'-6"
35'
2x4 Pony Wall
Floor Joist DirectionFloor Joist DirectionFloor Joist DirectionCrawl Space
Access6'-4"4" Brick Ledge4" Brick Ledge4" Brick Ledge4" Brick Ledge4" Brick LedgeMech
Above
2x4 Pony Wall
13'-3"
55'-6"
07-12-2022
X X
X X
conditioned crawl space
X X
Minimum Frost Depth Ground
Surface to Bottom of Footing 36"
4200 LB HOLD DOWNS
1/2" Anchor bolts with 3" x 3" x 1/4"
square washers (incl. interior
bearing walls) R403.1.6.1
X X
Main Floor
Scale: 1/4"=1'-0" 36"x24" Size Paper
Scale: 1/8"=1'-0" 17"x11" Size Paper
A3
1/4"=1'-0" UNO
Copyright Sundance Drafting and Design 20221/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
A5
of
Rev
Rev
Rev 208.524.2880NEEDAHOUSEPLAN.COMSundance drafting & designPAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement
A3-Main Floor
A4-Cross Section
A5-Plot Plan
PERMIT SETWindow Callouts:
Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
SH-is Single Hung DH is Double Hung
SV is Side Vent F is Fixed or Picture
T or Temp is Tempered Safety Glass
Tra is Transom OBS Obscured
SEE GN NOTES PAGE FOR ALL
CODE REQUIREMENTS AND
DETAILS
LSA HomesPinebrook PlanAcascia 2.006-28-2022
Plan# 22-233TOTAL SQ. FTG.= 1892MAIN FLOOR=1892/1792 INTERIORGARAGE=8618' Main Walls
4' Crawl Space Foundation Walls
Garage to Match Main TYP
18x8 OH Garage Door
9x8 OH Garage Door
3068 w/ 12" SLS 2668LN
246826682668ØC GAS FP3 FloatingShelves30682668
11" Min.
11" Min.
3 Car
Garage
861 Square Feet
RefDW
2-3050 SH
4050 SV
T 2040 SH3050 SH
3050 SH3050 SH
VaultVaultVaultVault
Master
Bath
50 CFM
WIC
Mud/
Utility
50 CFM
80 WHF
Hidden
Pantry
Entry
8' Flat
Ceiling
Hall
8' Flat
Ceiling
Great Room
17'-6" x 19'-2"
10 CFM Fresh Air
8' Vaulted Ceiling
Dining
12'-4" x 10'-4"
10 CFM Fresh Air
8' Flat Ceiling
Kitchen
12'-6" x 11'-6"
100 CFM
8' Vaulted
Ceiling
8' Flat Ceiling
Bedroom 2
10'-8" x 10'-6"
10 CFM Fresh Air
8' Flat Ceiling
Smoke Detector
Bedroom 3
13' x 8'-5"
10 CFM Fresh Air
8' Flat Ceiling
Smoke Detector
Covered
Porch
Bath
50 CFM
11" Min.33'6'22'16'29'
22'12'
34'
63'
1'-6"9'1'-6"2'18'2'2'34'-4"24'-8"61'28'-6"
63'61'6'-6"8'-6"7'4'25'4'-4"2'-6"
5'4'-6"6'4'-10"8'-3"2'-10"11'3'-7"4'3'-6"6'-8"18'-10"6'-7"
5'-7"1'
2
6
6
8
2668S
CM
14'-2"12'-10"17'-4"11'-2"
5'-10"5'-4"6'-4"4'6'-8"6'-2"2'-10"8'-4"3'6'5'-7"2'-6"7'-7"9'-3"3'-4"4'-3"6'-10"9'-2"10'-6"14'
7'7'3'-3"3'-3"5'-4"3'-10"7'-10"17'-6"3'-4"4'-6"9'-10"3'-4"3'-6"21'-10"7'-9"
10'-6"3'-8"
3'-6"7'-8"11'-4"4'-6"3'-6"2'-5"11'-3"5'-6"2'-2"
7'-8"3'-6"
(3) 6x6 Post
S
CM
Contractor to locate exact
location of req'd 22" x 30"
Attic Access Point
Min. 30" Vert. Head Room
Clearance (2009-R807.1)
1hr Firewall No
Penetrations
20min Fire Rated
1-3/8" Solid Door
or Equal, Self Close
5'-6"10'-4"T 4010 F3068
7'-2"12'18'-6"4'-5"4'-1"
7'-6"
6068 Slider
3050 SH 3050 SH
3'-6"3'-6"
2x6 Wall
13'-6"6'-6"9'Bench2x6 WallCovered Deck
4'-4"9'-10"2668 Op.12'27'3'-6"6'-8"2-6x6 Posts
38'-6"1668
LN
6018 F6016 F3 FloatingShelves5068 French
Office
9'-6" x 7'-11"
10 CFM
3068
Barn
2668 Barn
Bench 3'-2"3'9'-8"6016 FFaux Beam 4050 SV2'-10"3068WH
Furnace
WS
30683'-10"8'-6"9'2'-4"4'-7"4'-8"2'-8"
2-3050 SH
4'6'Crawl Space
Access 7'-6"1'-6"26686'2468
ClosetUpper
Open Shelf
Oven/
Micro
Master
Bedroom/1
12'-4" x 17'-0"
10 CFM Fresh Air
8' Vaulted Ceiling
Smoke Detector 5'-9"17'-6"07-12-2022
6'-10"
15'-4"19'-8"13'-10"3'-8"3' Clearance in front
of Furnace
Seismic Straps
around WH 9'-6"CS-PF CS-PF
CS-PF CS-PF
Portal framing
3'
Cross Section
Floor System:
Interior Walls:
Exterior Walls:
Soffit System:
A
C
E
D
B
Alternate Reinforcing Bar Size and Spacing
Vertical Rebar Only
8" nominal wall thickness 72" Max rebar spacing
#4 @ 15" is equal to #5 @ 23" or #6 @ 32"
#4 @ 16" is equal to #5 @ 25" or #6 @ 32"
#4 @ 16" is equal to #5 @ 25" or #6 @ 36"
Load-Bearing Value of Soil (psf)
1500 2000 3000
Conventional Light-frame Construction
1-story
2-story
3-story
4" Brick Veneer over light frame
1-story
2-story
3-story
12
21
32
12
16
24
12
15
23
12
12
17
12
12
16
Table R403.1
Min. Width of Conc. or Masonry Footings (inches)
Basement Furring:
F
Cross Section
A
E
D
B
12
21
32
12
16
24
12
12
16
12
12
12
C Use this table unless a soil test is doneA4
1/4"=1'-0" UNO
Copyright Sundance Drafting and Design 20221/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
A5
of
Rev
Rev
Scale: 1/4"=1'-0" UNO on 36"x24" Size Paper
Scale: 1/8"=1'-0" UNO on 17"x11" Size Paper
Rev
2018 IRC Code R602, R608, R703
Horizontal Siding 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 Batt Insulation
with 1/2" Sheetrock Inside Occupancy separation between
between house, attic, and garage
Taped Prep'd for Interior Finishes
2018 IRC Code
2x6 Fascia Board
with style "D" Metal Drip Edge
with 3/8" Soffit Sheeting
with 3" Continuous Soffit Venting
with add'l 2x4 Support as Required
2018 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
2018 IRC Code Section R502, R503, R504
3/4" T&G OSB Sub-floor Glued & Nailed
over 11-7/8 TJI Engineered Floor Joist
Series, Placement, & 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
2018 IRC Code SectionR602.4
2x4 Stud Framed @ 24" O.C. with Bearing 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
Stair System:
2018 IRC R302.7, 311.7.2, R311.7 R312.1.3
Eq. Stair Risers 7 3/4" Max. height, Eq. Stair Treads 10" Min. depth
over (3) 11.5" MIN. Stair Stringers bolted at bottom with P.T. 2x4 -3
places with 3" x 1
2" Ø bolt and top securely mounted to framing with
Simpson A35 Connector at Stairs
Stringer to Ledger or alternate approved connection.
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 min. 42" above FFL &
meet current building codes for vert. and horiz. loading.
Slate Spacing to no more than 4" sphere to pass thru.
12" Gypsum Board under stairs
2% Slope Max 1 to 48
H
GFoundation Wall System:
(*USE IN SEISMIC D ZONE-BONNEVILLE COUNTY)
2x4 Treated Sill Plate
over Foam Sill Sealer
with 1
2" Anchor Bolts @ 72" (*32") O.C. 10" Long, 7" Embedded
Max. 12" from all Corners or Splices
Concrete Wall Greater than 9' need to have an Architects or Engineer
Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height
8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
2 1/2 Ø x1
4" Min. For each Bolt (*3"x3"x1
4" SQUARE)
over Concrete Foundation wall Consistent w/ 2018 IRC R401-403
With Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/ 2018 IRC Section R106.1
over Undisturbed Soil
Window Well System:
2018 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.
One egress ladder shall be provided within a window well of an
unfinished basement
J 208.524.2880NEEDAHOUSEPLAN.COMSundance drafting & designPAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement
A3-Main Floor
A4-Cross Section
A5-Plot Plan
PERMIT SETLSA HomesPinebrook PlanAcascia 2.006-28-2022
Plan# 22-233TOTAL SQ. FTG.= 1892MAIN FLOOR=1892/1792 INTERIORGARAGE=861Roof System:
2018 IRC Code Section R801, R901
Metal Seam Roof
over #15 building felt
over 7/16" Ext. OSB roof sheeting
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
over 2, 3, 4, 7, & 10:12 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
2018 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
(2) #4 Rebar
Horiz. Cont.
B
Sim
p
s
o
n
C
o
l
u
m
n
C
a
p
30" Min Pitch
D
e
t
e
r
mi
n
e
d
o
n
A
1
Wood t
o
C
o
n
c
r
et
e
Conn
e
ct
o
r
Pre
s
s
u
r
e
T
r
e
a
t
e
d
Bea
m
S
i
z
e
d
b
y
TJX
p
e
r
t
L
a
y
o
u
t
Pre
s
s
u
r
e
T
r
e
a
t
e
d
6x6
P
o
s
t
(
m
i
n
.
)
Porch to Footing Detail
12
3
Entry Great Room11'-2"10'-3 1/2"8'1'-2"4'8"18'-3 1/2"19'-5 1/2"23'-5 1/2"24'-1 1/2"(2) #4 Rebar
Horiz. Cont.
G
8'-1" to 9' (1) Horiz. Bar
in top 12" and one bar
at each third point
(2) #4 Rebar
Horiz. Cont.(2) #4 Rebar
Horiz. Cont.
AA
B
CC
EE
12
4
12
7
Crawl Space
Covered
Porch
07-12-2022
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
A5
1/4"=1'-0" UNO
Copyright Sundance Drafting and Design 20221/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
A5
of
Rev
Rev
Rev 208.524.2880NEEDAHOUSEPLAN.COMSundance drafting & designPAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement
A3-Main Floor
A4-Cross Section
A5-Plot Plan
PERMIT SETLSA HomesPinebrook PlanAcascia 2.006-28-2022
Plan# 22-233TOTAL SQ. FTG.= 1892MAIN FLOOR=1892/1792 INTERIORGARAGE=861Pine Brook Estates
Div. No. 2, Block No. 4, Lot No. 7
Oak Hill Way, City of Rexburg
Madison County, ID
OAK HILL WAY133.27' N 89° 59' 39" W132.00' N 89° 59' 46" E166.36' N 0° 26' 33" W LINE OF REQUIRED SETBACKLINE OF REQUIRED SETBACKLINE OF REQUIRED SETBACK
LINE OF REQUIRED SETBACK
166.34' S 0° 00' 14" E
7'-6"25'
30'7'-6"96'-
5"
9
6
'
-
5
"
Location
of New
Construction
4
5
'
-
4
"
71'-1
0
1/
2"
72'
-
4
1
/
2
"47'-1"16'-0 1/2"6'33'18'63'-4"22'12'33'-11 1/2"30'36'-3"07-12-202230'MAX2'34'-4"36'-8"
73'
2'-6"
36'12'
25'7'-6"27'28'-6"63'33'-11 1/2"35'-6"29'Sidewalk in Right-of-way must
be shown on Site plan
11' GREEN SPACE,
SWELL AND 5' CITY
SIDEWALK