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water line
sewer line
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
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: 1/8" = 1'Site Plan
the candlelight
Ben Nistler
18"=1'-0"
201511141
6
j.arundle 14 Nov. 15
RYAN GLENN SUBDIVISONPHASE 1, BLOCK 4, LOT 810,465 SQ. FT.
slope grade away fromfoundation min 6" in 10'or 5% if 10' is unavailable
1704 POWERS BLVD.
1704 Powers
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 MiraTech Trim over HardieBoard
10" MiraTech trim band
10" MiraTech foot board
8:128:12
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"
Ben Nistler
26
j.arundlethe candlelight
20151114
14 Nov. 15
1704 Powers
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"
Ben Nistler
36
j.arundlethe candlelight
20151114
14 Nov. 15
1704 Powers
bloc
k ou
t for
doo
rs a
s ne
eded
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
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"
Ben Nistler
46
j.arundlethe candlelight
20151114
14 Nov. 15
1704 Powers
2 4
2 6
first floor = 1369 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 = 494 sq. ft.
1/4"=1'-0"
Ben Nistler
56
j.arundle
1704 POWERS BLVD.
the candlelight
20151114
14 Nov. 15
1704 Powers
6'-10" window header
8' wall height
6048-SL egress window
2'-10" window sill height
SILL DETAIL
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.
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
This plan drawn in accordance with the International Residential Code* General Contractor is expressly responsible for code adherence
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
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
Section A Section B
1/8"=1'-0"
Sections
Ben Nistler
66
j.arundlethe candlelight
20151114
14 Nov. 15
1704 Powers
