6:12Ridge Approx. 21'-7"

continuous ridge vents

312" MiraTech corner trim

312" MiraTech window & door trim

8" Lap Hardie Plank Siding

30 year asphalt shingles

40" Tall Foundation Wall

Drawn by: Date:

Date:

Scale:

GENERAL CONTRACTOR:

fax #:mobile #:phone #:

Drawn by: Date:

Scale:

GENERAL CONTRACTOR:

construction. Individual contractors

Project No.

Revised by:

Note: Arundle Design is not responsible for engineering or

are responsible for meeting codes.

17-1/2 South Tracy Ave #B - Bozeman, MT 59715406.551.0552

Project Name:

1/4" = 1'

1/4" = 1'

front elevation scale:

right elevation scale:

flashing required at the following locations: exterior window and door openings intersection of chimneys or other masonry with frame

walls under and at the ends of masonry, wood or metal

copings and sills continuously above all projecting wood trim where exterior porches, decks, or stairs attach to wood

framing at wall and roof intersections at built-in gutters

1/4"=1'-0"

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Drawn by: Date:

Date:

Scale:

GENERAL CONTRACTOR:

fax #:mobile #:phone #:

Drawn by: Date:

Scale:

GENERAL CONTRACTOR:

construction. Individual contractors

Project No.

Revised by:

Note: Arundle Design is not responsible for engineering or

are responsible for meeting codes.

17-1/2 South Tracy Ave #B - Bozeman, MT 59715406.551.0552

Project Name:

1/4" = 1'

1/4" = 1'

back elevation scale:

left elevation scale:

flashing required at the following locations: exterior window and door openings intersection of chimneys or other masonry with frame

walls under and at the ends of masonry, wood or metal

copings and sills continuously above all projecting wood trim where exterior porches, decks, or stairs attach to wood

framing at wall and roof intersections at built in gutters

1/4"=1'-0"

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Furnace

Gas Water Heater

excavated crawl spaceconditioned space

excavated crawl spaceconditioned space

8' walls

3 0

6 0

8' walls

6042-SLegress

4842-SLegress

4842-SLegress

2442-SH

3 0

2 6

30"x30" min.crawlopening

floor joists are tobe hung in these areas

40" Tallfoundation walls

19.2

" O.C

. Flo

or Jo

ists

Typ.

Drawn by: Date:

Date:

Scale:

GENERAL CONTRACTOR:

fax #:mobile #:phone #:

Drawn by: Date:

Scale:

GENERAL CONTRACTOR:

construction. Individual contractors

Project No.

Revised by:

Note: Arundle Design is not responsible for engineering or

are responsible for meeting codes.

17-1/2 South Tracy Ave #B - Bozeman, MT 59715406.551.0552

Project Name:

scale: 1/4" = 1'Basement =832 sq.ft.

foundation must havewaterproof coating

JOIST HANGER ON SILL PLATE

SCALE: NTS

SOLID BLOCKING AND HURRICANE CLIPSARE REQUIRED ON EACH TRUSS OR RAFTERAT THE POINT OF BEARING

SOLID BLOCKING WITHIN 1 1/2" OF ROOF SHEATHING

5 1/2" R-CONTROL WALL PANEL or 2x6 STUD WALL ALL EXT. WALLSABOVE GRADE, INC. SHARED GARAGE/HOUSE WALLS. SINGLE STORYNON-SHARED GARAGE WALLS OK TO BE 3 1/2" R-CONTROL OR 2x4STUD CONSTRUCTION. MIN. R-19 INSULATION FOR ALL HOUSE WALLS.

FELT OR TYVEK ON 7/16" OSB SHEATHING

VINYL SIDING OR OTHER BY BUILDER

(5/8" @ Garage and Duplex Common Walls)

NO DEBRIS IN FOOTING TRENCH

R-11 MASONITE BACKED FIBERGLASS BATTS.MACHINE COMPACT BACKFILL AT 98%FINAL GRADE SLOPED 6" IN 10'

6 MIL VAPOR BARRIER3" ABOVE THE BOTTOM OF THE FOOTINGFOUNDATION REBAR TO BE CLEAN

1500 psi MAX. SOIL BEARING UNLESS SHOWN OTHERWISEFOOTING EXCAVATION TO BE COMPACTED

FOUNDATION WALLS REQUIRE 3 #4 REBAR WITH TOP COURSE WITHIN 6"OF THE TOP AND ONE WITHIN 6" OF THE BOTTOM.

REBAR SPLICES TO BE LAPPED 15" WITH 2 TIES

FOOTING TO BEAR ON UNDISTURBED SOILFOOTING TO BE CONTINUOUS

5" METAL FLASHING @ ALL SIDE WALLS,HIPS, & VALLEYS

ALL VALLEY AND OVER FRAMING RAFTERS MIN. 2"x8" #2 DUG, FUR OR BETTER,MAX 2' O.C.

WALL BELOW GRADEMIN. 30" OF CONC. FOUNDATION

STANDARD 8', 9' or10' NOMINAL WALL

TYPICAL BUILDING SECTION

6" CONC. FOUNDATION

MIN. 8" OF CONC. ABOVE GRADE

SOFFIT W/ 3" CONT. VENT

HURRICANE CLIP SIMPSON H1 OR H2.5

6" AL. FASCIA

DRIP EDGE PER CODE

CONCRETE FOOTING MIN. 16" WIDE & 8" HIGH

2" EPS CRAWL SPACE or

2x6 PRESSURE TREATED SILL PLATE w/ SILL SEAL

MIN. 1/2" GYPSUM WALL BOARD

(2) #4 REBAR, CONT., TYP.

#4 VERTICAL AND HORIZONTAL REBAR 18" O.C., CONTINUOUS

3/4" OSB FLOORING

BCI's or 2x's, typ.

CEILING - MIN. 5/8" GYPSUM WALL BOARD & R-38 INSULATION

1x6 SPACER PLATE or 2x DOUBLE PLATE2x6 TOP PLATE

BCI "Cut and Stack" Roof by othersENGINEERED TRUSSES, 2x10 or

FOUNDATION DESIGN FOR TWO FLOOR LOADSAND ROOF LOAD CONCRETE TO BE 3000 psi WITH3

4" ROCK WITH 4" SLUMP

FRENCH DRAIN AROUND FOOTINGPERIMETER IF NEC.

ROOF STRUCTURE: - min. 30 yr. asphalt shingles - 15# felt - APA RATED ROOF SHEATHING

1/2" Ø X 10" ANCH. BOLT 32" O.C., 7" EMBEDMENT,3"x3"x1

4" SQ. WASHERS WITHIN 12" OF CORNER AND AMIN. OF 2 ANCHOR BOLTS PER PLATE

1/4"=1'-0"

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11-7/8" TJI 210 I-JOISTS @ 19.2" o.c.- TYP

5' - 0"

8' - 8"

7' - 0

"

30"x22"min. atticaccess

4842-SL

7260-SL

4848-SLegress

4848-SL

7284-SL door

2448-SH

6024-FX

6024-FX

16'x7' overhead door 51

2"x1012" cont. glu-lam

hdr or sim.

3 0

3 0

2 8 2 8

2 82 6

2 6

2 6

2 6

5 04 0

8' walls

8' walls

8' walls

8' walls

8' walls

8' walls

8' walls

8' nominal stud ht.

3 0

2 0

8' walls

4848-SLegress

6048-SLegress

vault line

12" Drywall Throughout Home

first floor = 1418 sq. ft.

Drawn by: Date:

Date:

Scale:

GENERAL CONTRACTOR:

fax #:mobile #:phone #:

Drawn by: Date:

Scale:

GENERAL CONTRACTOR:

construction. Individual contractors

Project No.

Revised by:

Note: Arundle Design is not responsible for engineering or

are responsible for meeting codes.

17-1/2 South Tracy Ave #B - Bozeman, MT 59715406.551.0552

Project Name:

scale: 1/4" = 1'garage = 576 sq. ft.

1/4"=1'-0"

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1' - 6"

Drawn by: Date:

Date:

Scale:

GENERAL CONTRACTOR:

fax #:mobile #:phone #:

Drawn by: Date:

Scale:

GENERAL CONTRACTOR:

construction. Individual contractors

Project No.

Revised by:

Note: Arundle Design is not responsible for engineering or

are responsible for meeting codes.

17-1/2 South Tracy Ave #B - Bozeman, MT 59715406.551.0552

Project Name:

6x6 pressure treatedpost

Deck & Porch Posts

12x48 sono tube, orsim.

Simpson CBCQ-SDS2 bottomconnectors

for decks use a post/beam connector

connect to trusses w/Simpson BCS2-3/6 hurricanestrapext. sheathing, w.

Simpson joist hanger on 2xledger board

(2) 3/8" x 4" lag bolts, 16"o.c., staggered

* Any wood members within 18" of ground mustbe pressure treated cedar, redwood, or other.

deck joist

Deck connections

flashing as req.

dbl. 2x10 hdr

(typ. header)

varie

s

up to 8' wide

4' Exterior Panel (OSB)

Panel Legend (Gyp. Board) Method

Interior Panel (Gyp. Board Method, or sim.) - 96"of Gyp., fastened 7" O.C. (maybe 48" on each sideof wall).

STHD 10 foundation strap, or sim., for MomentFraming, Panels within 12', or other.

* CONTRACTOR NOTE: ICE BARRIER IS REQUIRED(R905.2.7.1)

Shall extend from lowest edges of all roofsurfaces to a point at least 24" inside the exteriorwall line of the building.

You may meet this requirement with:

- Titanium Peel and Stick- Weatherwatch- Ice and Weather Armour by Tarco- CCW Water and Ice Protection

* Insulation must be min. 1"from roof sheathing

ENGINEERED TRUSSES, 2x10 or BCI "Cut andStack" Roof by others

1/2" DIA. X 10" ANCH. BOLT MIN. 48" O.C., 7"EMBEDMENT, 3"x3"x.229" SQ. WASHERS

OR BETTER, MAX 2' O.C.RAFTERS MIN. 2"x8" #2 DUG, FURALL VALLEY AND OVER FRAMING

Concrete mix to be min. of 2500 PSI compressivestrength

2x DOUBLE TOP PLATE

CEILING - MIN. 5/8" GYPSUM WALL BOARD

BCI's or 2x's, typ.

3/4" OSB FLOORING

#4 VERTICAL AND HORIZONTAL REBAR 18" O.C., CONTINUOUS

#4 REBAR, CONT., TYP.

MIN. 1/2" GYPSUM WALL BOARD (5/8" @ Garage and Duplex Common Walls)

2x6 PRESSURE TREATED SILL PLATE w/ SILL SEAL

CONCRETE FOOTING MIN. 18" WIDE & 8" HIGH

DRIP EDGE PER CODE

6" AL. FASCIA

HURRICANE STRAPS AS NEEDED PER CODE

SOFFIT W/ 3" CONT. VENT

MIN. 8" OF CONC. ABOVE GRADE

OTHER BY BUILDERMASONITE SIDING OR

FELT OR TYVEK ON7/16" OSB SHEATHING

8" CONC. FOUNDATION FOR TWO STORIES

TYPICAL BUILDING SECTIONdo not scale

5" METAL FLASHING @ ALL

RIM JOIST

SIDE WALLS, HIPS, & VALLEYS

10' NOMINAL WALLSTANDARD 8', 9' or

6" CONC. FOUNDATION FOR SINGLE STORY

6 MIL. VAPOR BARRIER BETWEEN GYPSUM WALLBOARD AND INSULATION

MIN. R-38 INSULATION WITH HEEL, OR

ENERGY HEEL TRUSS, TYP.

R-49 INSULATION WITHOUT HEEL

2" EPS FOUNDATION INSULATION WITH 1/2" GYP. or R-20 VINYL BACKED FIBERGLASSBATTS, OR FLOOR SYSTEM INSULATED WITH MIN. R-21 INSULATION, OR SIM.

ICE BARRIER, EVE TO 24" INSIDE WALL LINE

MIN. 40" OF CONC. FOUNDATION WALL BELOW GRADE (48"MIN. FROM BOTTOM OF FOOTING TO GRADE FOR 2 STORYBUILDINGS)

5 1/2" R-CONTROL WALL PANEL or 2x6 STUD WALL ALL EXT. WALLS ABOVE GRADE, INC. SHAREDGARAGE/HOUSE WALLS. SINGLE STORY NON-SHARED GARAGE WALLS OK TO BE 3 1/2"R-CONTROL OR 2x4 STUD CONSTRUCTION. MIN. R-21 HIGH DENSITY INSULATION OR MIN. 3" OFAPPROVED URETHANE FOAM INSULATION FOR ALL HOUSE WALLS.

ANCHOR BOLTS TO GO 7" INTO CONCRETE AND LOCATED WITHIN 12" FROM THEENDS OF EACH PLATE AND A MIN. SPACING OF 4' ON CENTER

Window and Door Legend

- Doors are noted in feet and inches

- Windows are noted in inches, with width first,height second

AR = Arched AW = Awning CS = Casement DH = Double Hung FX = Fixed SH = Single Hung SL = Slider XOX = Double Slider

* Door and window sizes are nominal; actual sizesmay vary per manufacturer.

This plan drawn in accordance with the:

- 2012 International Residential Code - 2012 International Mechanical Code - 2012 International Fuel Gas Code - 2012 International Energy Conservation Code - 2012 Uniform Plumbing Code - 2014 National Electrical Code

* General Contractor is expressly responsible for code adherence

Plan follows the prescriptive code for

Seismic Design Category = D1Design Wind Load = 90 mph (3 secgust) exposure CBasic Ground Snow Load = 46 PSF

Builder / Owner to is responsible for verifyingaccuracy and appropriateness

TYPICAL STAIR SECTION

STAIR RULES (IRC R311, R312)TYPICAL STAIRS:

- MIN. FINISHED WIDTH = 36", - MAX HANDRAIL PROJECTION = 4 1

2" each side - MIN. FINISHED HEAD CLEARANCE IS 6'-8" (Design Recommends MIN. 6'-10")

- MIN. TREAD DEPTH = 10", W/ NOSING BETWEEN 34" AND 114" (Design RECOMMENDS 10" TREAD WITH 1" NOSE)

- MIN. RISE = 4", MAX RISE = 734"

SPIRAL STAIRS - MIN. WIDTH = 26" - MIN. TREAD DEPTH @ 12" FROM NARROW END = 71

2" - MAX RISE = 91

2" - MIN. HEAD HEIGHT = 6'-6"ALL STAIRS: - ENCLOSED ACCESSIBLE SPACE UNDER STAIRS TO HAVE MIN. 1

2" GYP. BOARD ON ALL SURFACESHANDRAILS (REQUIRED FOR 3 OR MORE RISERS) - MIN. 34", MAX. 38" ABOVE TREAD

- MIN. 1 12" BETWEEN HANDRAIL AND WALL

- GRIP SIZE PER IRC R311.5 - MAY HAVE NEWEL POST AT TURNS - MAY HAVE VOLUTE, TURNOUT OR STARTING EASING AT LOWEST TREAD

A =B =C =

D = (Design RECOMMENDS 36")

E = - TRIANGULAR AREA FORMED BY RISER & BOTTOM RAIL DO NOT - INTERMEDIATE RAILS DO NOT ALLOW PASSAGE OF 4" SPHERE - MIN. 34" FOR STAIRS VERTICALLY FROM NOSE OF TREAD - MIN. 36" IN HEIGHT FOR PORCHES, BALCONIES ETC..

GUARD RAILS (REQUIRED FOR 30" ABOVE FLOOR)(OPEN STAIRS W/ RISE 30" OR MORE)

ALLOW PASSAGE OF 6" SPHEREF =

* DETAILS, TYP. BUILDING SECTIONS AND CODE NOTES ARE NOT DRAWN TO SCALE

Section A Section B

1/8"=1'-0"

Sections

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