6:12

continuous ridge vents

312" MiraTech corner trim

312" MiraTech window & door trim

8" Lap Hardie Plank Siding

30 year asphalt shingles

Board and Batten is MiraTechTrim over Hardie Board

8:128:12

Ridge Approx. 22'-1"

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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Stone Ledge

4' High Stone

Stone Ledge4'x4' Stone

3

1

11

All trim= 2

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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1

1

All Trim= 2

30"x30" min.crawlopening

excavated crawl spaceconditioned space

excavated crawl spaceconditioned space

ALL FLOOR JOISTS ARE TO BE HUNG @ 19.2" o.c.

12x12 patio slab

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'Foundation/Basement

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

8" 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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All windows at a 6'10"hdr unless otherwisespecified

30"x22"min. atticaccess

30"x30" min.crawlopening

For egress windows,ext. headers andalternate bracingsee details

3 0

3 0

2 8

2 82 8

2 62 6

2 0

2 4

2 6

6060-SLegress

6060-SLegress

6060-SLegress

6060-SL

6060-SL

7260-SL

2448-SH

2448-SH

4824-FX

4 0

4 0

6 0

8' walls

8' walls8' walls

8' walls 8' walls

8' walls

8' walls

8' walls

8' walls

16'x7' overhead door51

2"x1012" cont. glu-lam

hdr or sim.

3 0

vault line

pantry

first floor = 1511 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 = 597 sq. ft.

1/4"=1'-0"

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Optional

7280Slider

4

Sidewalk

1' - 2"

0' - 8

1/2

"

1' - 3

1/2

"

0' - 7 1/2"

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

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.

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 =

JOIST HANGER ON SILL PLATE

Not drawn to scale

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

Hung Floor Joist Tyical Building Section

8" 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

Section A Section B

1/8"=1'-0"

24 March 13Sections

This plan drawn in accordance with the:

- 2012 International Building 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

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