HomeMy WebLinkAboutPLANS - 22-00161 - Muir Home22" LAP
(Typ)
22
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L
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(T
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Span (See Table)
Span (See table)
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3'
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#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
Slope
Cold Storage Detail
Scale: 1/4"=1'-0" UNO D Size Paper
Scale: 1/8"=1'-0" UNO B Size Paper
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
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
Rim Down Joist Detail
(USE IF APPLICABLE)(USE IF APPLICABLE)
Day Light Basement
3' Foundation Wall with
earth backfill @ 2'-6"
2'
6'
3'
8'
-
1
1
/
2
"
B-B
1'
-
0
1
/
2
"
5'
-
9
1
/
2
"
3'
-
4
"
8"
A-A
1'
-
0
1
/
2
"
A A B B
2'
-
6
"
6
"
M
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A-A B-B
Stepping
Conc.
Daylight Stepping and Walkout Foundation
(USE IF APPLICABLE)
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.7/16" 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)5/8" ∅ Anchor Bolts R403.1.6 with
2"x2"x3/16" 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 edge
Min.
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)
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"
Alternate Braced Wall Panel Garage Portal Design PFH
Figure R602.10.6.2
Min. 3"x11 1/4" net header (Steel header prohibited)
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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
-
P
F
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
MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1
Seismic Design
Category and Windspeed
Tie-Down
Force (lb.)
8 ft.
2'-4"
9 ft.
2'-8"
10 ft.
2'-8"
11 ft.
3'-2"
12 ft.
3'-6"
SDC A,B, and C
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
1800
3000
2000
3300
2200
3600
SDC D,D, and D
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
1800
3000
-
-
0 1 2
2'-8" 2'-8" 2'-8" Note a Note a
-
-
Height of Braced Wall Panel
Sheathed Width
Sheathed Width
Table R602.10.5
MIN. LENGTH OF BRACED
WALL PANELS
Wall height 8ft 9ft 10ft 11ft 12ft
16" 16" 16" 18* 20*PF
H
*=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"x3__
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
(1) #4 Rebar
Horiz. Cont.
Gravel
Undisturbed Soil
Wood Foundation
Heated Room
Garage
Mono Pour for Inside Garage
2'
-
6
"
10"1'
-
4
"
Brick Detail at Garage
THRU JOIST & POST
P O S T C A P P E R P L A N
P .T . D E C K J O I S T P E R P L A N
CARRAGE BOLTS
2X P.T.
(2) 1/2"x5 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
4 X 4 P .T . P O S T
2 X 4 P .T . S P A C E D D E C K I N G36
"
M
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4"
MA
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INTO RIM JST. @ 16" O.C.
THROUGH P.T. LEDGER
5/8"x5" LAG SCREWS
1 X 4 P .T . E A C H S I D E
(2) #4 Rebar
Horiz. Cont.
8"
4'
Concrete
Slab
Concrete
Slab
Concrete
Slab
Perimeter Slab Insulation Detail
(2) #4 Rebar
Horiz. Cont.
Concrete
Slab
Rigid Insulation
Flashing
R-10 Insulation
11" Min Run on
Conc. Step into house
Max Rise 7 3/4"
Concrete Steps into House
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)
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"
Waferboar
d
Drywall &
Waterboard
not Shown
for clarity2x4
Interior
Wall
@16"
O.C.
4'x8'
Shear Panel
on Both Sides
4 '
8'x8'
Shear Panel
on Single Side
IBWP 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
8d @ 12"
O.C. in field
8d
Nails @
6"
O.C. @
edge
Braced Wall Panel Detail
BWP
IBWP 5
All exterior wall are braced walls.
48
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3 ' - 1 1 1 /2 "
4' - 0"
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PAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
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Start Date
Bid Set
Drawn by:
Reviewed by:
Co
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Sheet:
Scale:
D Size Paper
B Size Paper
of
A5
Rev.
Permit Set
Rev.
04-26-2021
Mu
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Rev.
01-21-2022
02-16-2022
GN
T. Stoddart
1/8"=1'-0" UNO
1/4"=1'-0" UNO
A. Serrano
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
Header Notes:Header Notes:Header Notes:Header Notes:
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
Window Callouts:Window Callouts:Window Callouts:Window Callouts:
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.
Exhaust and Ventilation:Exhaust and Ventilation:Exhaust and Ventilation:Exhaust and Ventilation:
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
Smoke Alarms:Smoke Alarms:Smoke Alarms:Smoke Alarms:S
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
Carbon Monoxide Alarms:Carbon Monoxide Alarms:Carbon Monoxide Alarms:Carbon Monoxide Alarms:CM
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
Furnace:Furnace:Furnace:Furnace:
Alternate Braced Wall Panel Garage Portal Design CS-PF
See Figure R602.10.6.4 on Sheet A4
Garage Portals:Garage Portals:Garage Portals:Garage Portals:CS-PF
Alternate Braced Wall Panel Garage Portal Design PFH
See Figure R602.10.6.2 on Sheet A4
Garage Portals:Garage Portals:Garage Portals:Garage Portals:PFH
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.
Ventilation R408.1Ventilation R408.1Ventilation R408.1Ventilation R408.1
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
Crawl Space:Crawl Space:Crawl Space:Crawl Space:
(*USE IN SEISMIC D ZONE-BONNEVILLE COUNTY)
2x6 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 ∅ 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
Foundation Wall System:Foundation Wall System:Foundation Wall System:Foundation Wall System:G
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
Window Well System:Window Well System:Window Well System:Window Well System:J
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.
Fasteners for Preservative Fasteners for Preservative Fasteners for Preservative Fasteners for Preservative
Treated WoodTreated WoodTreated WoodTreated Wood
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.
Frost Protection 403.1.4.1Frost Protection 403.1.4.1Frost Protection 403.1.4.1Frost Protection 403.1.4.1
GENERAL STRUCTURAL NOTES
A. CODES AND SPECIFICATIONS
1. International Building Code (IRC) - 2012 Edition
2. ACI 318-11 Building Code Requirements for Reinforced
Concrete
3. ANSI/AF&PA National Design Specifications (NDS) & Suppl. for
Wood Const. -2012 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 Desk Table
Span
4'-0"
6'-0"
8'-0"
Joist Size
2x4
2x6
2x8
Joist
Spacing
16" O.C.
16" O.C.
16" O.C.
SDS 1/4 x 3 1/2
Screw Spacing
8" O.C.
5" O.C.
4" O.C.
6" Concrete Desk Table
Span
4'-0"
6'-0"
8'-0"
Joist Size
2x4
2x6
2x8
Joist
Spacing
16" O.C.
16" O.C.
12" O.C.
SDS 1/4 x 3 1/2
Screw Spacing
7" O.C.
4 1/2" O.C.
3" O.C.
REQUIRED BY CITY OF AMMON (If Applicable)
IBWP 5-Interior Braced Wall Method 5 IBWP 5(Length?)
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
APA Simplified Wall BracingAPA Simplified Wall BracingAPA Simplified Wall BracingAPA Simplified Wall Bracing
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. This drawing is not to be duplicated
without written or verbal consent by Tiffany
Stoddart.
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.
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
Sundance Drafting and Design.
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:General Notes:General Notes:General Notes:
Copyright Sundance Drafting & Design
2021 All Right Reserved
General Notes & 2018 IRC Codes
Sundance
drafting &
design
208.524.2880208.524.2880208.524.2880208.524.2880
NNNN EEDEEDEEDEED AHAHAHAH OUSEOUSEOUSEOUSE PPPP LAN.COMLAN.COMLAN.COMLAN.COMMuir Residence
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Vertical Siding
Asphalt Shingles
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Shakes
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PAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
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Start Date
Bid Set
Drawn by:
Reviewed by:
Co
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Sheet:
Scale:
D Size Paper
B Size Paper
of
A5
Rev.
Permit Set
Rev.
04-26-2021
Mu
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&
B
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s
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Rev.
01-21-2022
02-16-2022
A1
T. Stoddart
1/8"=1'-0" UNO
1/4"=1'-0" UNO
A. Serrano
8:12 Roof Pitch
9' & 11'-Main Walls
9'-Basement Walls
30" Min. Frost Depth Footing
Garage to Match TYP
Front Elevation
Left Elevation
Back Elevation
Right Elevation
Scale: 1/8" & 1/16"=1'-0" on 17" x 11" Paper
Scale: 1/4" & 1/8" =1'-0" on 36" x 24" Paper
Foundation Permit Set
DW
Cut 18' for Garage
Door opening
with Req. Blocking
Cut 9' for Garage
Door opening
with Req. Blocking
9' - 6 "
1 2' - 1 0 "
1 4' - 0 "
4' - 9 1 /2 "
16
'
-
7
"
27
'
-
6
"
13
'
-
0
"
13
'
-
8
"
13
'
-
1
0
"
6'
-
4
"
6'
-
8
"
14' - 8 1/2"8' - 11"9' - 3 1/2"14' - 4"21' - 7"20' - 0"
7'
-
7
"
4'
-
0
"
2'
-
4
"
6'
-
2
1
/
2
"
3'
-
8
"
8'
-
7
"
5'
-
7
"
5'
-
6
"
7'
-
1
0
"
10
'
-
7
"
9'
-
5
"
16
'
-
7
"Bath50 CFMBedroom 3
15'-5" x 14'-0"
10 CFM Fresh Air
Smoke Detector
Family Room
43'-9" x 18'-11"
10 CFM Fresh Air
Storage
Mech.
3' Clearance in front
of Furnace
Seismic Straps
around WH
Cut 3' for Passage
Opening with
Req. Blocking
Cold
Storage
3068
Bedroom 4
16'-8" x 11'-10"
10 CFM Fresh Air
Smoke Detector
Deck Above
5040-SV 4030-SV
2'
-
4
"
12
'
-
8
"
12' - 11
"
10' - 9"
5' - 2"
3068
6x6 Post
16x16x8 Footer TYP.Desk5040-SV
4040-SV
4040-SV
4040-SV
J
J2x6 Wall2' - 0 "
5' - 0 "
3' - 8 "
4' - 0 "
1 6' - 1 0 "266826682668Bedroom 5
18'-5" x 11'-10"
10 CFM Fresh Air
Smoke Detector2468 2468 24682468De
s
k
3'
-
5
"
2468
WIC
WIC
WIC24682468 24682' -
6
"LNFloating
Staircase
Kitchenette
12'-0" x 9'-4"
100 CFM Fresh Air
Beam Sized By Others
9'
-
6
"
3'
-
0
"
3' - 0"6' - 6 1/2"3' - 0"4' - 4 1/2"12' - 1 1/2"12' - 1 1/2"12' - 1 1/2"12' - 1 1/2"
6' -
6
"
2
8' -
1
0
"
14' - 0"7' - 7"
27
'
-
1
0
"
7' - 3"9' - 0"4' - 1"23' - 6"5' - 7"7' - 0"5' - 10"
10
'
-
6
"
2'
-
7
"
9' Basement F. Walls
3' -
1
0
"
7' -
9
1
/
2
"
5' - 8 1/2"7' - 1"10' - 0"27' - 9"
1
2' -
4
"
8' -
0
"
1' - 9"
2' - 4"
1
0' -
8
"LN2-2668-Gls
6' -
6
"
1
4' -
1
"
9'
-
6
1
/
2
"
6'
-
9
1
/
2
"
18' - 5"2' - 0"7' - 4"2' - 0"16' - 3"27' - 7"
3' - 8"3' - 8"
2'
-
0
"
2'
-
0
"
7'
-
8
"
20
'
-
2
"
Center of
Footing
15' - 7"
50 CFM
50 CFM
5' - 4 "
7' - 4 "
1' - 4 "
3' - 1 1 "
5' - 0 "
3' - 1 1 "
1' - 0 "
8' - 6 "
6' - 6 "
6' -
1
0
"
1
2' -
2
"
8' - 6 "
7' - 3 "
9 "
7' - 2 "
7' - 4 "
5' - 4 "
5' - 1"
11
'
-
7
"
3'
-
5
"
Center of
BeamBeam Sized By Others
Furnace
WHWS Duct
Chase
7' - 1"
6' - 1
0
"
Fl
o
o
r
J
o
i
s
t
D
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e
c
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n
Fl
o
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r
J
o
i
s
t
D
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c
t
i
o
nFloor Joist DirectionFloor Joist DirectionFloor Joist Direction16
15
14
13
12
Up
Beam Sized By Others
16x16x8 Footer
or Similar
2' - 6"
1' - 10"
6' - 4"
1' - 10"
3' - 1"
10' - 2"
8'
-
6
"
7' - 2"
(See GN
for Detail)
TRIPLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
H1 SIMPSON STRONG TIE STHD14-INSTALLED & NAILED
AS PER MANUFACTURERS RECOMMENDATIONS
CONCRETE TO WOOD CONNECTION
HOLDDOWN:
15
'
-
0
"
(10)16x16x8 Footer
or Similar
16
'
-
4
1
/
2
"
50 CFM
1
3
5
°
135°
2' - 1
0
"2'
-
1
0"
Su
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20
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4
.
2
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8
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20
8
.
5
2
4
.
2
8
8
0
20
8
.
5
2
4
.
2
8
8
0
NNNN
EE
D
EE
D
EE
D
EE
D
AH
AHAHAH
OU
S
E
OU
S
E
OU
S
E
OU
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E
PPPP
LA
N
.
C
O
M
LA
N
.
C
O
M
LA
N
.
C
O
M
LA
N
.
C
O
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PAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
TO
T
A
L
S
Q
.
F
T
G
.
=
5
3
5
5
MA
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F
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2
6
8
5
/
2
4
3
4
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T
E
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BA
S
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M
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T
=
2
6
7
0
/
2
3
7
6
I
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T
E
R
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GA
R
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=
1
0
2
1
Start Date
Bid Set
Drawn by:
Reviewed by:
Co
p
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r
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g
h
t
S
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d
a
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c
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D
r
a
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t
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a
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D
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s
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n
2
0
2
2
Sheet:
Scale:
D Size Paper
B Size Paper
of
A5
Rev.
Permit Set
Rev.
04-26-2021
Mu
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Jo
e
&
B
a
r
b
R
e
s
i
d
e
n
c
e
Rev.
01-21-2022
02-16-2022
A2
T. Stoddart
1/8"=1'-0" UNO
1/4"=1'-0" UNO
A. Serrano
1/4"=1'-0" UNO D Size Sheet
1/8"=1'-0" UNO B Size Sheet
1/4"=1'-0" UNO D Size Sheet
Foundation
9' & 11'-Main Walls
9'-Basement Walls
30" Min. Frost Depth Footing
Garage to Match TYP
Permit Set
W D
15' - 7"7' - 2"10' - 2"14' - 4"21' - 5"20' - 0"
10
'
-
6
"
8'
-
6
"
5'
-
7
"
5'
-
6
"
4'
-
3
"
9' - 6 "
1 2' - 1 0 "
1 4' - 0 "
6' - 6"
20' - 5"9' - 4"16' - 3"
3080
6'
-
0"
3'
-
6"
8'
-
1"
4'
-
9"
6'
-
6"
3080-w/-18"-SLS
3' - 0"3' - 0"2' - 6"
3080
13
'
-
3
"
2'
-
8
"
5'
-
0
"
1'
-
4
"
2-2668Stacked W/D6060-F
3' - 2"
3' - 9"
3' - 9"
3' - 5"
73' - 5"
2-2680-Gls
3' - 7"3' - 7"5' - 8"4' - 6"4' - 2"3' - 0"3' - 0"4' - 2"7' - 5"3' - 0"3' - 0"8' - 0"10' - 0"10' - 0"
4040-SV
3 Car
Garage
1014 Square Feet
7' - 1"13' - 3"23' - 4"
8' HH
3' - 1"5' - 0"5' - 0"5' - 4"
5080-Op 5080-Op
90
6
8
-
O
p
Bath
50 CFM
Bedroom 2
12'-6" x 12'-4"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
Entry
11' Ceiling
Family Room
21'-0" x 12'-2"
10 CFM Fresh Air
11' Coffered Ceiling
Dining Room
11'-10" x 14'-6"
10 CFM Fresh Air
9' Flat Ceiling
Kitchen
14'-6" x 14'-0"
100 CFM Fresh Air
9' Flat Ceiling
Living Room
14'-0" x 14'-4"
10 CFM Fresh Air
11' Flat Ceiling
Master
Bath
50 CFM
Master
Bedroom/1
13'-8" x 17'-11"
10 CFM Fresh Air
9' Flat Ceiling
w/ Box Tray
Smoke Detector
Office
13'-0" x 12'-6"
10 CFM Fresh Air
9' Flat Ceiling
Pantry
Utility
50 CFM
80 WHF
WIC
Deck
Hall
11' Ceiling
18
x
9
-
O
H
-
G
a
r
a
g
e
-
D
o
o
r
2'
-
6
"
13
'
-
0
"
27
'
-
4
"
16
'
-
7
"
9x
9
-
O
H
-
G
a
r
a
g
e
-
D
o
o
r
30
6
8
30
8
0
30
8
0
4'
-
8
"
18
'
-
0
"
4'
-
8
"
2'
-
0
"
9'
-
0
"
2'
-
0
"
6'
-
1
1
"
5'
-
8
"
15
'
-
3
"
3080-Op
3'
-
6
"
3'
-
0
"
3'
-
6
"
2'
-
0
"
11' - 10"9' - 0"3' - 6"2' - 0"
30
8
0
Built Ins
3'
-
1
1
"
8'
-
1
1
"
8' HH
REF2-2680-Gls2050-F30804060-F 4060-F 4060-F
8' HH 8' HH
2x6 Wall
5060-F2060-F2' - 6"
1' - 10"
6' - 4"
1' - 10"
3' - 1"
3' - 2"3' - 2"
5016-Tra2016-Tra3046-Case2046-F 2046-F
5050-F
2050-F 2050-F
3' - 0"7' - 0"3' - 0"3' - 11"48' - 11 1/2"
(2 TYP) 8x8 Post
w/ Stone Wrap
Dn
2'
-
6
"
12
'
-
6
"
3'
-
5
"
4'
-
9
"
6'
-
9
1
/
2
"
14' - 1"
10
'
-
5
"
13
'
-
5
"
14' - 0"
27
'
-
1
0
"2x6 WallDO
DW
2'
-
0
"
3' - 8"3' - 8"
1'
-
1
0
"3080-Op8'
-
0
"306824682-2468T 2040-SHT 2040-SH3' - 3"
3' - 3"3050-SV2060-F2016-Tra4020-F2-30803060-SH 3060-SH3060-SH2'
-
0
"
13
'
-
5
"
7'
-
4
1
/
2
"
11
'
-
6
1
/
2
"
5' - 0"
1
2
3
4
5
6
7
8
15
14
13
12
11
10
9
Bu
i
l
t
I
n
s
5'
-
0
"
7'
-
9
"
6'
-
3
"
6' - 6"
28' - 10
"2046-F3046-Case2046-FOC
G
a
s
F
P
15
'
-
0
"
Solar Tube
Solar Tube
Solar Tube
3'
-
0
"
4'
-
1
0
"
4'
-
1
1
/
2
"
5' -
10"
3'
-
0
"
9'
-
6
"
4'
-
3
"
4' - 3"2680Bath50 CFM3080-Op3080-P5'
-
1
"
1'
-
1
0
"
11
"
M
i
n
.
1' - 5"
5' - 0"
3' - 2"
12' - 10
"
5' -
11"
7' -
10"
10' - 10
"
4'
-
5
"
3'
-
6
"
6'
-
0
"
7'
-
1
0
"
14'
-
7"2x6 Wall7' - 3"
2' - 4"
2'
-
6
"
3'
-
8 1
/2"
4'
-
1 1
/2"
4'
-
1 1
/2"
3' -
3 1/
2"
14'
-
11
1
/
2
"
2'
-
8
"
4'
-
0
"
3' - 2"
6' - 4"
4' - 4"
8' - 6"
2' - 5"
14' - 7"
19' - 4"
5' - 1"1' - 8"4' - 4"3' - 8"9' - 9"
2'
-
7
"
8' - 11"9' - 3 1/2"
10 1/2"
8' - 6"4' - 2"3' - 10 1/2"
1' - 0"
1' - 3 1/2"
3' - 6"9' - 2"3' - 0"11' - 7"
15
'
-
7
"
5'
-
2
"
Contractor to locate exact
location of req'd 22" x 30"
Attic Access Point
Min. 30" Vert. Head Room
Clearance (2009-R807.1)20
m
i
n
F
i
r
e
R
a
t
e
d
1-
3
/
8
"
S
o
l
i
d
D
o
o
r
or
E
q
u
a
l
,
S
e
l
f
C
l
o
s
e
S
CM
S
CM
8' HH 8' HH 8' HH
8' HH8' HH8' HH8' HH8' HH8' HH8' HH8' HH8' HH8' HH8' HH8' HH2060-F8' HH2060-F1'
-
7
"
1'
-
3
"
1' - 3"
1' - 7"
8' HH
6616-Tra
12' - 10
"
3' - 0"
3' - 0"
6' -
8 1/
2"
3' -
3 1/
2"
Duct
Chase
9'
C
e
i
l
i
n
g
11
'
C
e
i
l
i
n
g
OC
G
a
s
F
P
11' Ceiling
Covered
Porch
11' Cap
Su
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c
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&
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20
8
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5
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4
.
2
8
8
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20
8
.
5
2
4
.
2
8
8
0
20
8
.
5
2
4
.
2
8
8
0
20
8
.
5
2
4
.
2
8
8
0
NNNN
EE
D
EE
D
EE
D
EE
D
AH
AHAHAH
OU
S
E
OU
S
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OU
S
E
OU
S
E
PPPP
LA
N
.
C
O
M
LA
N
.
C
O
M
LA
N
.
C
O
M
LA
N
.
C
O
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PAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
TO
T
A
L
S
Q
.
F
T
G
.
=
5
3
5
5
MA
I
N
F
L
O
O
R
=
2
6
8
5
/
2
4
3
4
I
N
T
E
R
I
O
R
BA
S
E
M
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T
=
2
6
7
0
/
2
3
7
6
I
N
T
E
R
I
O
R
GA
R
A
G
E
=
1
0
2
1
Start Date
Bid Set
Drawn by:
Reviewed by:
Co
p
y
r
i
g
h
t
S
u
n
d
a
n
c
e
D
r
a
f
t
i
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g
a
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d
D
e
s
i
g
n
2
0
2
2
Sheet:
Scale:
D Size Paper
B Size Paper
of
A5
Rev.
Permit Set
Rev.
04-26-2021
Mu
i
r
Jo
e
&
B
a
r
b
R
e
s
i
d
e
n
c
e
Rev.
01-21-2022
02-16-2022
A3
T. Stoddart
1/8"=1'-0" UNO
1/4"=1'-0" UNO
A. Serrano
1/4"=1'-0" UNO D Size Sheet
1/8"=1'-0" UNO B Size Sheet
1/4"=1'-0" UNO D Size Sheet
Main Floor
9' & 11'-Main Walls
9'-Basement Walls
30" Min. Frost Depth Footing
Garage to Match TYP
Permit Set
11" Min Run on
Conc. Step into house
Max Rise 7 3/4"
Concrete Steps into House
3'
-
0
"
6'
-
8
"
H a n d r a il H e i g h t
H e a d r o o m H e i g h t
7
1
/
2
"
10 1/2"
Great Room Entry Stair Well
Family Room
Coffered Ceiling
Beam Sized By Others
A
8
12
B
C D
E
G
(2) #4 Rebar
Horiz. Cont.
(2) #4 Rebar
Horiz. Cont.
Deck
11
'
-
8
"
11
'
-
0
"
1'
-
2
"
9'
-
0
"
8"
22
'
-
8
"
23
'
-
1
0
"
32
'
-
1
0
"
33
'
-
6
"
9'
-
0
"
2'
-
6
"
9'
-
0
"
Su
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20
8
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5
2
4
.
2
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8
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20
8
.
5
2
4
.
2
8
8
0
20
8
.
5
2
4
.
2
8
8
0
20
8
.
5
2
4
.
2
8
8
0
NNNN
EE
D
EE
D
EE
D
EE
D
AH
AHAHAH
OU
S
E
OU
S
E
OU
S
E
OU
S
E
PPPP
LA
N
.
C
O
M
LA
N
.
C
O
M
LA
N
.
C
O
M
LA
N
.
C
O
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PAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
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Bid Set
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Reviewed by:
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Scale:
D Size Paper
B Size Paper
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A5
Rev.
Permit Set
Rev.
04-26-2021
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02-16-2022
A4
T. Stoddart
1/8"=1'-0" UNO
1/4"=1'-0" UNO
A. Serrano
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"
Table R403.1
Min. Width of Conc. or Masonry Footings (inches)
Load-Bearing Value of Soil (psf)
1500 2000 3000
Conventional Light-frame Construction
1-story 12 12 12
2-story 15 12 12
3-story 23 17 12
4" Brick Veneer over light frame
1-story 12 12 12
2-story 21 16 12
3-story 32 24 16
Table R404.1.2 (3)
Reinforced Concrete Foundation Walls
GM, GC, SM, SM-SC and ML Soils
45
Min. Vertical Reiforcement Size & Spacing
Max. Wall
Height
8'
9'
Max. Unbalanced
Backfill Height
5' or less
6'
7'
5' or less
6'
7'
8'
8" Conc. Walls
Not Required
Not Required
#6 at 36" O.C.
Not Required
Not Required
#6 at 35" O.C.
#6 at 32" O.C.
Concrete Wall Greater than 9' need to have an Architects or Engineers Seal
8' and Under (1) Horizontal Rebar in top 12" and one at mid-height
8'-1" to 9' (1) Horizontal Rebar in top 12" and one bar at each third point
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1/4"=1'-0" UNO D Size Sheet
1/8"=1'-0" UNO B Size Sheet
2018 IRC Code Section R801, R901
Architectural Grade, 25 year Asphalt Shingles R905
over #15 building felt
over 7/16" Ext. OSB roof sheeting
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
over 5:12 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
Roof System:Roof System:Roof System:Roof System:
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
Soffit System:Soffit System:Soffit System:Soffit System:
R404.1 Foundation Walls & R611 Exterior Concrete Walls
6" & 8" Concrete wall w/ 2 1/2" Insulation Both Sides
Exterior Walls:Exterior Walls:Exterior Walls:Exterior Walls:
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
Interior Walls:Interior Walls:Interior Walls:Interior Walls:
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
Floor System:Floor System:Floor System:Floor System:
(*USE IN SEISMIC D ZONE-BONNEVILLE COUNTY)
2x6 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 ∅ 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
Foundation Wall System:Foundation Wall System:Foundation Wall System:Foundation Wall 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
Window Well System:Window Well System:Window Well System:Window Well System:
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Cross Section Permit Set
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" ∅ 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.
1/2" Gypsum Board under stairs
2% Slope Max 1 to 48
Stair System:Stair System:Stair System:Stair System:H
16' - 9"27' - 5"13' - 0"2' - 5"
45' - 7 1/2"59' - 7"255' - 7 1/2"
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7' - 11"5' - 7"20' - 4 1/2"25' - 8 1/2"
255' - 7 1/2"59' - 7"59' - 0"2'
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15' - 0"27' - 10"2' - 0"
10' - 6"
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8' - 6"2' - 7"
5' - 7"5' - 6"
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124' - 6"
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80' - 0"
1 2 0 ' - 2 "
5 9 ' - 7 1 /2 "
75' - 2 1/2"
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6' - 6 "
6' - 6 "
Line of Required Setbacks
Line of Required Setbacks
352.90' S 61° 41' 56" E
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397.62' N 61° 41' 56" W
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R =2 30 .00 '
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265' - 2 1/2"
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PAGE LAYOUT
GN-General Notes & Codes
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
TO
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Start Date
Bid Set
Drawn by:
Reviewed by:
Co
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h
t
S
u
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d
a
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c
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D
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D
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n
2
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2
2
Sheet:
Scale:
D Size Paper
B Size Paper
of
A5
Rev.
Permit Set
Rev.
04-26-2021
Mu
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r
Jo
e
&
B
a
r
b
R
e
s
i
d
e
n
c
e
Rev.
01-21-2022
02-16-2022
A5
T. Stoddart
1/8"=1'-0" UNO
1/4"=1'-0" UNO
A. Serrano
Rustler Hideout Subdivision
Div. 1, Block 1, Lot 6
Madison County, Idaho
N O R T H
Plot Plan
Pe
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1/4"=1'-0" UNO D Size Sheet
1/32"=1'-0" UNO B Size Sheet
1/16"=1'-0" UNO D Size Sheet