front elevation right elevation

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1 Ridge Approx. 21'-7" :12 continuous ridge vents 30 year asphalt shingles 8" Lap Hardie Plank Siding 3 1 2" MiraTech window & door trim 3 1 2" MiraTech corner trim 40" Tall Foundation Wall front elevation 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 right elevation scale: 1/4" = 1'

2 back elevation 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 left elevation

3 INSULATION REQUIREMENTS CONTRACTOR SHALL BE RESPONSIBLE FOR INSULATING THE RESIDENCE IN ACCORDANCE WITH THE 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) INCLUDING MONTANA AMENDMENTS. APPLICABLE PRESCRIPTIVE PATH REQUIREMENTS: CEILING: R-49 (UNCOMPRESSED R-38 ALLOWED AT EAVES) EXTERIOR WALL: R-21 (or R-13 + R-5 CONTINUOUS INSULATION) BASEMENT WALL: R-19 (or R-15 CONTINUOUS INSULATION) - SEE NOTE A SLAB PERIMETER: R-10 (or R-15 IF HEATED SLAB) CRAWLSPACE WALL: R-19 (or R-15 CONTINUOUS INSULATION) WINDOW / DOOR: U-0.32 (R-3) NOTE A: RES-CHECK ANALYSIS MAY ALLOW LOWER R-VALUE (R-10 MINIMUM) ALL VALLEY AND OVER FRAMING RAFTERS MIN. 2"x8" #2 DUG, FUR OR BETTER, MAX 2' O.C. 5" METAL ALL SIDE WALLS, HIPS, & VALLEYS SOLID BLOCKING WITHIN 1 1/2" OF ROOF SHEATHING DRIP EDGE PER CODE " AL. FASCIA SOFFIT W/ 3" CONT. VENT HURRICANE CLIP SIMPSON H1 OR H2.5 SOLID BLOCKING AND HURRICANE CLIPS ARE REQUIRED ON EACH TRUSS OR RAFTER AT THE POINT OF BEARING VINYL SIDING OR OTHER BY BUILDER TYPICAL BUILDING SECTION STANDARD 8', 9' or 10' NOMINAL WALL SCALE: NTS ENGINEERED TRUSSES, 2x10 or BCI "Cut and Stack" Roof by others ROOF STRUCTURE: - min. 30 yr. asphalt shingles - 15# felt - APA RATED ROOF SHEATHING CEILING - MIN. 1/2" GYPSUM WALL BOARD & R-38 INSULATION 1x SPACER PLATE or 2x DOUBLE PLATE 2x TOP PLATE 5 1/2" R-CONTROL WALL PANEL or 2x STUD WALL ALL EXT. WALLS ABOVE GRADE, INC. SHARED GARAGE/HOUSE WALLS. SINGLE STORY NON-SHARED GARAGE WALLS OK TO BE 3 1/2" R-CONTROL OR 2x4 STUD CONSTRUCTION. MIN. R-19 INSULATION FOR ALL HOUSE WALLS. FELT OR TYVEK ON 7/1" OSB SHEATHING MIN. 1/2" GYPSUM WALL BOARD Garage and Duplex Common Walls) 1/2" Ø X 10" ANCH. BOLT 32" O.C., 7" EMBEDMENT, 3"x3"x 1 4" SQ. WASHERS WITHIN 12" OF CORNER AND A MIN. OF 2 ANCHOR BOLTS PER PLATE 2x PRESSURE TREATED SILL PLATE w/ SILL SEAL 3/4" OSB FLOORING MIN. 8" OF CONC. ABOVE GRADE JOIST HANGER ON SILL PLATE 2442-SH 042-SL FINAL GRADE SLOPED " IN 10' MACHINE COMPACT BACKFILL AT 98% MIN. 30" OF CONC. FOUNDATION WALL BELOW GRADE " CONC. FOUNDATION FOUNDATION DESIGN FOR TWO FLOOR LOADS AND ROOF LOAD CONCRETE TO BE 3000 psi WITH 3 4" ROCK WITH 4" SLUMP FRENCH DRAIN AROUND FOOTING PERIMETER IF NEC. NO DEBRIS IN FOOTING TRENCH BCI's or 2x's, typ. 2" EPS CRAWL SPACE or R-11 MASONITE BACKED FIBERGLASS BATTS. #4 VERTICAL AND HORIZONTAL REBAR 18" O.C., CONTINUOUS FOUNDATION WALLS REQUIRE 3 #4 REBAR WITH TOP COURSE WITHIN " OF THE TOP AND ONE WITHIN " OF THE BOTTOM. (2) #4 REBAR, CONT., TYP. REBAR SPLICES TO BE LAPPED 15" WITH 2 TIES FOUNDATION REBAR TO BE CLEAN 3" ABOVE THE BOTTOM OF THE FOOTING MIL VAPOR BARRIER CONCRETE FOOTING MIN. 1" WIDE & 8" HIGH FOOTING TO BE CONTINUOUS FOOTING TO BEAR ON UNDISTURBED SOIL 1500 psi MAX. SOIL BEARING UNLESS SHOWN OTHERWISE FOOTING EXCAVATION TO BE COMPACTED excavated crawl space conditioned space floor joists are to be 19.2" in these areas 40" Tall foundation walls excavated crawl space conditioned space 0 2 Furnace Gas Water Heater 2 8 Foundation walls to be poured 8" Thick Basement =832 sq.ft. foundation must have waterproof coating

4 2448-SH 048-SL 7284-SL door FX 9' nominal stud ht. 1' - 4" vault line 'x7' overhead door 5 1 2"x10 1 2" cont. glu-lam hdr or sim. 720-SL FX first floor = 1418 sq. ft. garage = 24 sq. ft

5 * DETAILS, TYP. BUILDING SECTIONS AND CODE NOTES ARE NOT DRAWN TO SCALE TYPICAL BUILDING SECTION do not scale ALL VALLEY AND OVER FRAMING RAFTERS MIN. 2"x8" #2 DUG, FUR OR BETTER, MAX 2' O.C. ENGINEERED TRUSSES, 2x10 or BCI "Cut and Stack" Roof by others 5" METAL ALL SIDE WALLS, HIPS, & VALLEYS ICE BARRIER, EVE TO 24" INSIDE WALL LINE DRIP EDGE PER CODE " AL. FASCIA ENERGY HEEL TRUSS, TYP. MIN. R-38 INSULATION WITH HEEL, OR R-49 INSULATION WITHOUT HEEL * Insulation must be min. 1" from roof sheathing SOFFIT W/ 3" CONT. VENT HURRICANE STRAPS AS NEEDED PER CODE MASONITE SIDING OR OTHER BY BUILDER FELT OR TYVEK ON 7/1" OSB SHEATHING 1/2" DIA. X 10" ANCH. BOLT MIN. 48" O.C., 7" EMBEDMENT, 3"x3"x.229" SQ. WASHERS MIN. 8" OF CONC. ABOVE GRADE " CONC. FOUNDATION FOR SINGLE STORY 8" CONC. FOUNDATION FOR TWO STORIES STANDARD 8', 9' or 10' NOMINAL WALL RIM JOIST MIN. 40" OF CONC. FOUNDATION WALL BELOW GRADE (48" MIN. FROM BOTTOM OF FOOTING TO GRADE FOR 2 STORY BUILDINGS) Concrete mix to be min. of 2500 PSI compressive strength CEILING - MIN. 1/2" GYPSUM WALL BOARD 2x DOUBLE TOP PLATE 5 1/2" R-CONTROL WALL PANEL or 2x STUD WALL ALL EXT. WALLS ABOVE GRADE, INC. SHARED GARAGE/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" OF APPROVED URETHANE FOAM INSULATION FOR ALL HOUSE WALLS. MIL. VAPOR BARRIER BETWEEN GYPSUM WALLBOARD AND INSULATION MIN. 1/2" GYPSUM WALL BOARD Garage and Duplex Common Walls) ANCHOR BOLTS TO GO 7" INTO CONCRETE AND LOCATED WITHIN 12" FROM THE ENDS OF EACH PLATE AND A MIN. SPACING OF 4' ON CENTER 3/4" OSB FLOORING BCI's or 2x's, typ. 2x PRESSURE TREATED SILL PLATE w/ SILL SEAL 2" EPS FOUNDATION INSULATION WITH 1/2" GYP. or R-20 VINYL BACKED FIBERGLASS BATTS, OR FLOOR SYSTEM INSULATED WITH MIN. R-21 INSULATION, OR SIM. #4 VERTICAL AND HORIZONTAL REBAR 18" O.C., CONTINUOUS CONCRETE FOOTING MIN. 18" WIDE & 8" HIGH #4 REBAR, CONT., TYP. TYPICAL STAIR SECTION STAIR RULES (IRC R311, R312) TYPICAL STAIRS: - MIN. FINISHED WIDTH = 3", - MAX HANDRAIL PROJECTION = " each side A = - MIN. FINISHED HEAD CLEARANCE IS '-8" (Design Recommends MIN. '-10") B = - MIN. TREAD DEPTH = 10", W/ NOSING BETWEEN 3 4" AND 1 1 4" (Design RECOMMENDS 10" TREAD WITH 1" NOSE) C = - MIN. RISE = 4", MAX RISE = 7 3 " 4 Section A Section B SPIRAL STAIRS - MIN. WIDTH = 2" - MIN. TREAD 12" FROM NARROW END = " - MAX RISE = 9 1 2" - MIN. HEAD HEIGHT = '-" ALL STAIRS: - ENCLOSED ACCESSIBLE SPACE UNDER STAIRS TO HAVE MIN. 1 2" GYP. BOARD ON ALL SURFACES HANDRAILS (REQUIRED FOR 3 OR MORE RISERS) D = - MIN. 34", MAX. 38" ABOVE TREAD (Design RECOMMENDS 3") - MIN " BETWEEN HANDRAIL AND WALL - GRIP SIZE PER IRC R MAY HAVE NEWEL POST AT TURNS - MAY HAVE VOLUTE, TURNOUT OR STARTING EASING AT LOWEST TREAD GUARD RAILS (REQUIRED FOR 30" ABOVE FLOOR) (OPEN STAIRS W/ RISE 30" OR MORE) - MIN. 3" IN HEIGHT FOR PORCHES, BALCONIES ETC.. MIN. 34" FOR STAIRS VERTICALLY FROM NOSE OF TREAD E - INTERMEDIATE RAILS DO NOT ALLOW PASSAGE OF 4" SPHERE F = - TRIANGULAR AREA FORMED BY RISER & BOTTOM RAIL DO NOT ALLOW PASSAGE OF " SPHERE Plan follows the prescriptive code for Seismic Design Category = D1 Design Wind Load = 90 mph (3 sec gust) exposure C Basic Ground Snow Load = 4 PSF Builder / Owner to is responsible for verifying accuracy and appropriateness Panel Legend (Gyp. Board) Method 4' Exterior Panel (OSB) Interior Panel (Gyp. Board Method, or sim.) - 9" of Gyp., fastened 7" O.C. (maybe 48" on each side of wall). STHD 10 foundation strap, or sim., for Moment Framing, Panels within 12', or other. dbl. 2x10 hdr varies Window and Door Legend - Doors are noted in feet and inches - Windows are noted in inches, with width first, height second * CONTRACTOR NOTE: ICE BARRIER IS REQUIRED (R ) Shall extend from lowest edges of all roof surfaces to a point at least 24" inside the exterior wall line of the building. up to 8' wide (typ. header) AR = Arched CS = Casement FX = Fixed SL = Slider AW = Awning DH = Double Hung SH = Single Hung XOX = Double Slider * Door and window sizes are nominal; actual sizes may vary per manufacturer. You may meet this requirement with: - Titanium Peel and Stick - Weatherwatch - Ice and Weather Armour by Tarco - CCW Water and Ice Protection Deck connections ext. sheathing, w. flashing as req. Simpson joist hanger on 2x ledger board Deck & Porch Posts connect to trusses w/ Simpson BCS2-3/ hurricane strap for decks use a post/beam connector x pressure treated post deck joist Simpson CBCQ-SDS2 bottom connectors (2) 3/8" x 4" lag bolts, 1" o.c., staggered * Any wood members within 18" of ground must be pressure treated cedar, redwood, or other. 12x48 sono tube, or sim. This plan drawn in accordance with the: International Residential Code International Mechanical Code International Fuel Gas Code International Energy Conservation Code Uniform Plumbing Code National Electrical Code Sections * General Contractor is expressly responsible for code adherence j.arundle March Aug Scale: 1/8"=1'-0"