24' x 36' Gambrel Roof Cabin Plans E-Blueprints

24' x 36' Gambrel Roof Cabin

Plans E-Blueprints Gambrel Cabin Specifications

24 x 36 Main Floor

16 x 36 Loft

2 Bedrooms + Loft Sleep Area 1 Bath

Plan sets conta in the fo l lowing:P lan sets conta in the fo l lowing:

Floor Plans, Foundation Plans, Electrical Plans, Elevation Plans, Wall Framing Plans,

Roof Framing Plans, Cabinet Details, Foundation Details, Wall section Details,

Structural and General Notes, and Complete Building Materials Lists.

3046

3046

3068

3046

3046

304630463068

3046

3046

2868

2868

2868

5068

D/W

UP

DN

2x12 joists 16" OC

DN

DN

SD

SD

4

4

4

4'-6

"3'

-0"

4'-6

"10

'-6"

3'-0

"10

'-6"

12'-0

"24

'-0"

36'-0

"2'-0"3'-0"10'-6"

6'-0"2'-6"15'-6"

4'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 4'-6"

24'-0"

4'-6

"3'

-0"

6'-0

"3'

-0"

4'-0

"3'

-0"

6"4'

-6"

3'-0

"4'

-6"

24'-0

"12

'-0"

36'-0

"

Optional 12 x 24 Deck see details

Micro Lam Beam5 1/2" x 14" Min

Gambrel Roof Cabin24' x 36'

SDS-CAD Specialized Design Systemswww.sdscad.net email [email protected] 2002

Main Floor PlanScale 3/16"=1'

DN

30463046

3046 3046

2868

5068

SD

SD

BEDROOM13'-5" x 11'-2"

36'-0

"

2'-6"3'-0"5'-0"3'-0"2'-6"

4'-0"16'-0"4'-0"

24'-0"

2'-6" 3'-0" 5'-0" 3'-0" 2'-6"

4'-0" 16'-0" 4'-0"

24'-0"

36'-0

"



Second Floor PlanScale 3/16"=1'

36'-0

"

23'-9

3/4

"12

'-2 1

/4"

24'-0"

24'-0"

36'-0

"

12'-2

1/4

"23

'-9 3

/4"



Foundation Plan Scale 3/16"=1'



Elevation ViewsScale 1/8"=1'



Elevation ViewsScale 1/8"=1'



Main Floor Framing2" x 6" Exterior Walls2" x 4" Divider Wall16" o.c.Single Base Plate Double Top Plate2" x 12" Joists 16" o.c.Garage Door HeaderMin 2 - 2" x 12"Door and WindowHeadersMin 2" x 8"Main Beam to runThroughCenter of garageMin Size 5 1/2" X 14"Micro LamWith Max Span of 20' All Framing to be Doneasper UBC and LocalCodes

Framing Details Scale 1/8"=1'

Roof Framing LayoutScale 1/8"=1'24" o.c.2" x 8" Rafters2" x 10" Ridge BoardSee Detail for moreInfo



See Foundation DetailsFor Concrete Spec

2 x 12 Joist

24/12 Pitch

6/12 Pitch

2 x 8 Ridge

2 x 6 Rafters

2 x 6 Walls



GeneralStucturalSectionsScale 3/16"=1'See GeneralSpecificationsfor Details



Stair Detail Scale 1/8"=1'Stair Width 36"Rise Max 8"Run 9" MinRailing Min 32" Max 36"Ballister Max Spacing 4"6' 8" Min Head Room36" x 36" Min Landing Top andBottom3- 2" x 12" StringersRailing Both Sides on Second Floor



with SIDING or STUCCOMONOLITHIC SLAB

(2) #4 rebar contin.

fill

footing 1'6 tall1'4 wide

2" x 4" studs @ 16" oc

& wind straps per codem.a.b. anchor 3'6" ocsimpson or equal

slope to drainfin. grade

stucco

or 1/2" plywood

# 15 felt on 1/2" cdx plywoodscratch coat on wire lath on

R-max insulating sheathing

or stucco finish coat on stucco

1x8 horizontal hardboardlap siding

undisturbed soil

compacted fill

(3000 psi)conc. footing

6-6#10 w.w. mesh

3000 psi, 4" min.

R-11 batt insulation

1/2" gypsum wall board

finished floor level

6 mil poly

conc, slab

carpet

base

simpson or equal

(2) #4 rebar contin.

m.a.b. anchor 3'6" oc& wind straps per code

fin. gradeslope to drain

fill

R-max insulating sheathing

2" x 4" studs @ 16" oc

or 1/2" plywood

Brick vaneer

6-6#10 w.w. mesh

finished floor level

compacted fill

undisturbed soil

MONOLITHIC SLABwith Brick Option

1'4 widefooting 1'6 tall

conc. footing(3000 psi)

6 mil poly

3000 psi, 4" min.

1/2" gypsum wall board optional

R-11 batt insulation optional

conc, slab

base



RAISED SLAB with SIDING or STUCCO

8"1'4"

than 4 coursesfoundation wall is taller16" oc vert. wherehorizontal cmu wall ties

compacted fill

on 6 mil barrier4" conc. slab w/ 6x6 #10 mesh

floor finish

base

1/2" gwb

3000 psi conc. ftg.

#4 bars, continuous#3 bars. 4' oc

stucco

on site conditions# of blocks vary, depending8" cmu fill solid w/ conc.

#4 bar 8' oc

anchor, 3'-6" o.c.Simpson or eq. m.a.b.

42treated

sill plate every 3rd studhurricane fasteners stud to2 x 4's 16" ocr-11 batt insulation

7/16" osb boardsheathing or 1/2" plywood

CRAWL SPACE FOUNDATION with SIDING or STUCCO

varie

s

2 810

2

sheathing or 1/2" plywoodr-max

r-11 batt insulation2 x 4's 16" ochurricane fasteners stud tosill plate every 3rd stud

2 4

8" cmu fill solid w/ conc.# of blocks vary, dependingon site conditions

stucco

#3 bars. 4' oc

2 # 4 bars, continuous

3000 psi conc. ftg.

1/2" gwb

base

floor finish

horizontal cmu wall ties16" oc vert. wherefoundation wall is tallerthan 4 courses

1'4"

8"

wood or hardboard sidingor stucco finish coat on stuccoscratch coat on wire lath on# 15 felt on 1/2" cdx plywood

(or per local code)

provide sill plate anchorbolts, joist to footingstraps & stud to 2x10band wind ties per code

wood or hardboard siding or stucco finish coat onstucco scratch coat onwire lath on # 15 felt on1/2" cdx plywood

r-19 batt insulation

NOTES:- footings shown are for standard soil bearing capacities- install perimeter slab

treated sill

with local codes

header block



1/2" ANCHOR BOLT 6' O.C.

VAPOR BARRIER4" GRAVEL BASE

4" CONCRETE SLABW/ WIRE MESH

12" X 18" CONT. CONCRETE FOOTINGREBAR (2) CONTINUOUS @ PERIMETER

GRADE6" MIN.

MONOLITHIC SLAB ON GRADE

FOUNDATION - FROST (SLAB) - POURED CONC. BLK.8" X 34"

6"

36"

GRADE

8" X 20" CONT. CONCRETE FOOTINGRE-BAR (2)

8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED)DAMP PROOFING (TO GRADE)

1/2" ANCHOR BOLTS 6' O.C.

VAPOR BARRIER4" GRAVEL BASE

4" CONCRETE FLOORW/ WIRE MESH

SimpsonStrong-Tie

HPAHD22

2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH

HPAHD_1.PL1HPAHD_2.PL1

30" MINIMUMREBAR LENGTH

CORNERDISTANCEFROM EDGEOF STRAP TOCORNER

SINGLE POUR CORNERINSTALLATION

12" MINIMUMREBAR LENGTH

ONE #4REBAR INSHEAR CONE

HPAHDSimpsonStrong-Tie

Foundation details may varydepending on your local buildingconditions and codes. Consult acontractor or local buildingdepartment to ensure propertechniques for your areasbuilding codes.

Foundation DetailsDetails and SpecificationsCopyright 2001 SDSCAD

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412

EXPOSED RAFTER TAIL

CONTINUOUS FASCIA

FRIEZE BLOCKW/SCREENED VENT

ROOFING AND ROOFSHEATHING

STUD WALL WITHSHEATHING AND FINISH

TRIM

ALTERNATIVE FRIEZE BLOCKW/SCREENED VENT LOCATION

LTS12

H2.5

H5

SP4

H10

SP2

Eave and Truss Detail

2Details and SpecificationsCopyright 2001 SDSCAD

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected]

AB.PL1SimpsonStrong-Tie

AB

2" MINIMUMSIDECOVER

SURFACE A

SURFACE B

H1

H2

L2

L1

W1

BC4

SimpsonStrong-Tie

HWCD54

W2

HWCD54.PL1

ANCHOR BOLT10" POURED CONCRETE.(WITH TAPERED BOTTOM.)

42"

5/4" DECKING2" X 8" DECK JOIST

2" X 6" TOP RAIL2" X 4" UNDER RAIL2" X 2" SPINDELS 5" O.C.

Typical Deck & Porch Detail Attatched to Wood Wall

CONCRETEFOUNDATION

GRADE

FLOOR SYSTEM

TREATED LEDGERNAILED TO SHEATHING

FLASHING TUCKED 1IN. UNDER SIDING ANDWRAPPED OVERLEDGER

3/4" GALV. HOLLOWSPACERS FILLED W/SILICONE CAULK.GALV. LAG BOLTS

JOIST HANGERS

DOUBLE TREATED BEAMWITH METAL BRACKET

TREATED POST WITHMETAL POST PAN

One Level Section, Truss Roof, Crawl Space

2 - 2"X10" (CONTRACTOR TOVERIFY SIZE ANDCONNECTORS NEEDED)

2"X4" KNEE WALL

1" AIR SPACE

TYVEK HOUSE WRAP

ALUMINUM SOFFIT & FISCIA

1" X 6' FASCIA (BACKER)

INSULATION

EXT. PLYWOOD

2"X FRAMING 16" O.C.

2"X BOTTOM PLATE

2"X6" TREATED SILL PLATE

R44 INSULATION IN RIM JOIST 11 7/8" LPI FLOOR JOISTS

ANCHOR BOLTS (AS PER CODE)

FOOTINGS WITH REEBAR(AS PER CODE)

20' x 30' Aspen Cabin Copyright 2001 SDSCAD - Plan #472

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Page

17

Notes Western or Platform Framing

Before any of the superstructure is erected, the first floor subflooring is put down making a platform on which the walls and partitions can be assembled and tilted into place. The proc-ess is repeated for each story of the building. This framing system is used frequently.

Firestopping

All concealed spaces in framing, with the exception of areas around flues and chimneys, are to be fitted with 2 in. blocking arranged to prevent drafts between spaces.

Exterior Wall Framing

One-story buildings: 2 x 4's 16 in. or 24 in. o.c.;

2 x 6's, 24 in. o.c.

Two and three stories: 2 x 4's, 16 in o.c.;

2 x 6's, 24 in. o.c.

Bracing Exterior Walls

Because floor framing and wall frames do no interlock, adequate sheathing must act as brac-ing and provide the necessary lateral resistance. Where required for additional stiffness or bracing, 1 x 4's may be let into outer face of studs at 45° angle secured at top, bottom, and to studs.

Bridging for Floor Joists

May be omitted when flooring is nailed adequately to joist; however, where nominal depth-to-thickness ratio of joists exceeds 6, bridging would be installed at 8 ft 0 in. intervals. Building codes may allow omission of bridging under certain conditions.

GENERAL NOTES:

SOIL:

CONCRETE: 1. FOUNDATIONS - 3000 P.S.I. @ 28 DAYS. TYPE II CONC. 5 BAG.

4. WALKS AND DRIVES - 3000 P.S.I. @ 28 DAYS, NO FLY ASH.

3. PROVIDE CONSTRUCTION JOINTS @ 400 SQ. FT. MAXIMUM.

MIN. FTG. DEPTH PER DETAILS. 1. ALLOWABLE SOIL PRESSURE - 1500 P.S.F. MINIMUM

WITH LOCAL CITY BUILDING CODES.

SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE.

STRUCTURAL STEEL:

CONC. TO BE 7".

#2 OR BETTER.

WELDING:

LUMBER: 1. E70xx LOW HYDROGEN RODS

4. SEE DETAILS FOR SIZE.

STRUCTURAL

2. ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS AND PLATES TO BE DOUGLAS FIR

1. ALL SAWN LUMBER SHALL BEAR STAMP OF WWPA OR APPROVED TESTING AGENCY.

(I.C.B.O. APPROVED) TYPE WITH A 360 EXPANSIVE WEDGING ACTION. 3. ALL EXPANSION BOLTS TO BE "WEDGIT", RAM-SET, OR RED HEAD PHILLIPS

LATEST AISC HANDBOOK. MIN. EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT OR 2. BOLTS - ASTM A-307. LATEST AISC AND AWS CODES APPLY. ALL CONST. PER

1. ASTM A-36, Fy = 36 KSI, STRUCTURAL TUBES SHAL BE ASTM A-500 (Fy-46KSI)

2. FLOOR SLABS - 3000 P.S.I. @ 28 DAYS. MAX. SLUMP = 3", NO FLY ASH

2. PROVIDE TERMITE PROTECTION OVER A.B.C. PER GOVERNMENTAL REGULATIONS.

4. CONNECT WATER, GAS, ELECTRIC LINES TO EXISTING UTILITIES IN ACCORDANCE

ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL,

2. VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK. DO NOT SCALE

ORDINANCES AND REGULATIONS PERTAINING TO THIS CONSTRUCTION. 1. COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL BUILDING CODES,

TRUSSES:

GOVERNING MUNICIPALITY). 1. TO BE MANUFACTURED BY CITY AND STATE APPROVED FABRICATOR. (AS REQ'D. BY

3. STUDS TO BE HEMLOCK FIR, STUD GRADE OR APPROVED EQUAL.

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected] 2001 SDSCAD

NAILING SCHEDULE:

PLYWOOD:

EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.

5. HEADER TO STUD 3- 16d 4. TOP PLATE TO STUD END NAIL W/ 2-16d 3. DB. TOP PLATE FACE NAIL 16d @ 16" O.C. 2. DOUBLED STUDS FACE NAIL 16d @ 24" O.C. 1. STUD TO SOLE PLATE END NAIL2-16d

STRAND BOARD NER-124.

FRAMING:

REINFORCING STEEL: 1. ASTM A615 - 60. FY = 60 KSI.

CONCEALED SPACE EXCEEDS TEN FEET.

AND FACE GRAIN PERPENDICULAR TO SUPPORT.

3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.

MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL.

AS NOTED ON PLANS.

& 12" O.C. INTERMEDIATE.

WIRE TIES.

7. EXTERIOR SIDING SHALL BE NAILED TO FRAMING WITH 6d NAILS @ 6" O.C. @ 6. ALL OTHER NAILING SHALL BE PER U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED

LAP VERTICAL BARS A MIN. OF 36 BAR DIAMETERS. TIE W/ APPROVED 2. STEEL REINFORCING BARS SHALL BE DEFORMED GRADE 60.

AT FURRED SPACES & AT FLOOR/CEILING LEVELS SO THAT NO 5. FIRE STOPS SHALL BE PLACED IN ALL CONCEALED SPACES IN WALLS,

MEMBERS AND BUTT ALONG THEIR CENTER LINES WITH PANEL EDGES STAGGERE 4. ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING

2. ALL BEARING STUD WALLS TO BE 2X's @ 16" O.C. INTERIOR AND EXTERIOR

1. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS

2. ROOF PLYWOOD SHALL BE NAILED W/ 8d @ 16" O.C., EDGES, BEARING & BOUNDAR

SPAN INDEX RATIO 32/16 W/ STAMP OF APPROVED TESTING AGENCY OR ORIENTED 1. ROOF PLYWD. SHALL BE 1/2" STD. GRADE SHEATHING (5-PLY) W/ EXTERIOR GLUE.

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected] 2001 SDSCAD

CONCRETE OR MASONRY GROUT.

STORIES SHALL HAVE AN 8" MIN. STEMWALL.

BELOW ADJACENT FINISHED GRADE FOR DESIGN.

ENGINEER AND RECEIVING APPROVAL FROM LOCAL

ABOVE FINISHED GRADE.

2. SEISMIC ZONE, NO. 3.

P.S.I. FOR QUALITY ONLY.

P.S.I. AT 28 DAYS, 5" MAX. SLUMP.

OTHERWISE NOTED ON THE PLANS.

5. ANCHOR BOLTS SHALL BE A-307 EMBEDDED 7" MIN. INTO

4. CONCRETE DESIGN BASED ON Fc 2000 P.S.F., Fc 2500 LAP 30 DIA. MIN. AT SPLICES OR WELD PER ACI STD.3. REINFORCING TO BE ASTM A615-BARS WITH Fy=60 K.S.I.

2. CONCRETE TO BE ACI 301-66, TYPE II CEMENT, 2500

1. ALL SLABS ARE TO BE 4" CONC. OVER 4" GRAVEL UNLESS

EXISTING GRADE AND TOPS OF STEMS SHALL BE 10" MIN.9. BOTTOM OF FOOTINGS SHALL BE PLACED 30" MIN. BELOW

8. THAT PORTION OF THE FOUNDATION WHICH SUPPORTS TWO7. FINISHED FLOOR TO BE 16" MIN. ABOVE LOT'S OUTFALL.

6. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSI AT 2'

BUILDING DEPARTMENT TO CONSTRUCT BUILDING ON SAID

WITH OUT HAVING A SOIL REPORT PREFORMED BY A SOILS5. SOIL SHOULD NOT BE A HIGHLY EXPANSIVE SOIL TYPE MUST BE COMPLETED PRIOR TO FINAL INSPECTION.4. LOT MUST BE GRADED TO INSURE PROPER DRAINAGE. THIS REMOVED FROM THE SOIL IN THE AREA OF THE BUILDING.3. ALL STUMPS ROOTS AND ORGANIC MATTER SHALL BE

1. MAKE SURE SETBACKS ARE IN COMPLIANCE WITH THOSE

1. FASCIA TO BE 2"x 4" DOUGLAS FIR PER DETAIL _____

LENGTH BUY ONE OF THE FOLLOWING:

HEADER SIZE TABLE UNLESS OTHERWISE NOTED.

AND ROOF DEAD LOAD OF 15 P.S.F.

JOISTS, RAFTERS, OR TRUSSES.

OR RAFTER TO WALL CONNECTION.

THE TRUSS MANUFACTURE'S ENGINEER.

5' + TO 7'-0" SPAN 2-2x8's 3' + TO 5'-0" SPAN 2-2x6's 2'-0" TO 3'-0" SPAN 2-2x4's HEADER SIZES (TWO STORY CONSTRUCTION) 10' + TO 12'-0" SPAN 2-2x12's 8' + TO 10'-0" SPAN 2-2x10's 6' + TO 8'-0" SPAN 2-2x8's 4' + TO 6'-0" SPAN 2-2x6's 2'-0" TO 4'-0" SPAN 2-2x4's HEADER SIZES (SINGLE STORY CONSTRUCTION)

7' + TO 8'-0" SPAN 2-2x10's

FOLLOWING TABLE UNLESS OTHERWISE NOTED.

GENERAL FRAMING: (DOUGLAS FIR)

SHALL BE 1 1/2" MIN. THICKNESS AND FULL DEPTH OF

AT EACH END OF BUILDING AND AT LEAST EVERY 25' OF2. BRACE ALL EXTERIOR WALLS AND CROSS-STUD PARTITIONS

1. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE

9. PLYWOOD ROOF DECKING TO BE 1/2" THICK, 24/0, CDX

8. BASIS OF DESIGN ROOF LIVE/SNOW LOAD OF 37 P.S.F.,


AND TRUSSES OVER ALL BEARING WALLS. SUCH BLOCKING6. SOLID BLOCKING REQUIRED BETWEEN JOISTS, RAFTERS,

5. USE SIMPSON H-1 HURRICANE ANCHORS AT EACH TRUSS

4. TRUSSES ARE TO BE AN APPROVED TRUSS DESIGN FROM3. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS.2. FOR SOFFIT SIZE SEE DETAIL _____ SHEET _____.

FURRED SPACES, SOFFITS, DROP CEILINGS, COVE

LEVELS WITH APPROVED NONCOMBUSTIBLE MATERIALS. CHIMNEYS, AND FIREPLACES AT CEILING AND FLOOR

ETC. FIRESTOPPING SHALL CONSIST OF 2" NOMINAL OF RUN, BEARING WALLS AND CEILING JOIST LINES, CEILINGS, STAIR STRINGERS AT TOP AND BOTTOM

AT EACH END AND 1-8d NAILS AT EACH STUD.

A. FIREBLOCK STUD SPACES OVER 10' IN HEIGHT,

WEATHER, I.E. ROOF OVERHANGS.4. CDX PLYWOOD IS NOT APPROVED WHERE EXPOSED TO

B. FIRESTOP OPENINGS AROUND VENTS, PIPES, DUCTS,

A. SIMPSON WB 126 WALL BRACING WITH 3-16d NAILS

B. PLYWOOD SHEATHING OF A MINIMUM THICKNESS OF

3. FIRE STOPPING:

3/8 INCH.

LUMBER

WOODS AND PLASTICS:

OF 7/16 WAFFER.

SHEET _____.

CONCRETE:

ROOF FRAMING:

TYPE SOIL.

SITE WORK:

SHOWN ON PLANS.

LIVING ROOM, AND IN EVERY BEDROOM.

ALONG WALL LINE AND AT ANY WALL OVER 24" WIDE IN12. MAXIMUM SPACING OF OUTLETS SHALL NOT EXCEED 12 FT. THOSE FOR THE REF'G., RANGE, DISP., DISHWASHER.11. ALL OUTLETS IN KITCHEN ARE TO BE AT +44" EXCLUDING

14. PROVIDE A VENTILATION FAN CAPABLE OF PRODUCING A

13. INSTALL LIGHT IN WALK-IN CLOSET 18" MIN. HORIZ. ALL ROOMS EXCEPT KITCHEN, BATH, UTILITY, GARAGE.

1210(A) U.B.C. AND LOCAL BUILDING CODES IN EVERY15. PROVIDE SMOKE DETECTOR ALARM CONFORMING TO SEC. ROOMS WITHOUT THE REQUIRED WINDOW VENTILATION. CHANGE OF AIR EVERY 12 MINUTES FOR BATH OR UTILITY

10. BOTTOM HALF OF OUTLET CONTROLLED BY SWITCH WHEN TERIOR, GARAGE, KITCHEN AND BATHROOM OUTLETS.9. INSTALL GROUND FAULT CURRENT INTERRUPTER ON EX-

CLEARANCE WIDTH 20" MIN. PER SEC.1204 CURRENT U.B.C..

3. ALL EXTERIOR DOORS TO BE SOLID CORE.

4. DOOR OPENING INTO THE GARAGE FROM THE LIVING

5.7 SQ. FT. MIN., CLEARANCE HEIGHT OF 24" MIN.,

QUARTERS TO BE SOLID CORE AND EQUIPPED WITH A SELF

PANELS AND ALL GLASS WITHIN 18" OF FLOOR OR 12" OF

2. ALL INTERIOR DOORS TO HAVE BASE BOARD TYPE DOOR

HUMAN IMPACT SHALL BE TEMPERED GLASS AND COMPLY ANY DOOR AND SIMILAR GLAZED OPENINGS SUBJECT TO

5. FRAMELESS GLASS DOORS, GLASS IN DOORS, FIXED GLASS

FLOOR. SUCH WINDOWS SHALL HAVE A CLEAR OPENING OF1. ALL BEDROOM WINDOWS TO BE 44" MAX. OFF OF FINISHED

WITH SEC. 5406 CURRENT U.B.C..

CLOSING DEVICE.

STOPS (HINGE TYPE OPTIONAL).

DOORS, WINDOWS, AND GLASS:

BEDROOM AND ON EACH FLOOR.

SHOWN.

FROM ANY SHELF.

3. 5/8" DRYWALL IS REQUIRED AT STAIRWAYS WALLS,

4. 5/8" DRYWALL ON CEILING (TYPE "X") OF GARAGE AND

2. INTERIOR WALL TO HAVE 1/2" DRYWALL TEXTURED AS TOWEL FINISH OR AS DIRECTED BY OWNER / BUILDER.1. FINISHED CEILINGS TO HAVE 1/2" DRYWALL W/ SKIP

TIGHT PAN IS REQUIRED PER U.M.C. SEC. 1202.

7. USE TYPE "WR" SHEETROCK AS BACKING AT ALL SHOWER

3. ALL MASONRY MATERIALS USED MUST COMPLY WITH

2. BRICK VENEER SHALL BE FASTENED TO WALL PER SEC.

1. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C.

TO A HEIGHT OF 70" ABOVE FLOOR DRAIN. (SEC.5406 LOCATIONS ALONG WITH CERAMIC TILE OR APPROVED EQUAL

6. DRYWALL SHALL BE NAILED 4" O.C. AT EDGES & 6" O.C.

5. USE 5/8" SHEET ROCK ON CEILING WHERE SUPPORTED AT

10. MAIN PLUMBING STACKS SHALL RUN UNDIMINISHED IN

2. PROVIDE EXHAUST FAN AT BATHROOM AND AT THE KITCHEN

SECOND FLOOR AN EXTRA CORROSIVE RESISTANT WATER 1. FOR A/C UNITS INSTALLED EITHER IN ATTIC OR ON

CENTER TO A VERTICAL SURFACE (SEC. 907(C) U.P.C.11. TOILETS TO BE SET WITH A MIN. OF 15" FROM ITS MAIN DRAIN TO THE OPEN AIR ABOVE THE ROOF. SIZE (3" MIN.) AND DIRECT AS POSSIBLE FROM THE

9. PROVIDE HOT WATER RELIEF VALVE FOR WATER HEATER

8. USE ABS FOR WASTE AND VENT PIPING AND COPPER FOR

7. ALL SHOWER HEADS ARE TO BE INSTALLED AT 6'-6" ABOVE

EQUIPMENT EXCEPT THAT RAW WATER LINES SHALL BE 5. PLUMBING SHALL BE DESIGNED FOR WATER SOFTENING

THE CONTRACTOR SHALL CONDUCT AN OPERATION TEST FOR4. AFTER THE PLUMBING SYSTEM INSTALLATION IS COMPLETED

3. ALL EQUIPMENT TO BE NEW AND OF EQUAL QUALITY AS

2. INSTALL APPROVED AIR-GAP FITTINGS ON DISCHARGE SIDE

1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF WATER,

8. PREWIRE FOR T.V., TELEPHONE IN KITCHEN, FAMILY ROOM, AND A MINIMUM OF TWO 20 AMP CIRCUITS TO KITCHEN.7. PROVIDE 20 AMP CIRCUITS TO FAMILY AND DINING ROOM,6. PROVIDE SEPARATE 20 AMP CIRCUITS TO WASHER. 120/240 VOLT, 1 PHASE RAINTIGHT, UNDERGROUND.5. ELECTRICAL SERVICE IS TO BE 100 AMP SERVICE, 4. PROVIDE MAIN JUMPING BOND WITH #4 BARE COPPER.3. BOND INTERIOR PIPING SYSTEM WITH #8 BARE COPPER.

2. PROVIDE 20 FT. OF NO. 4 COPPER WIRE AS GROUND 1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF LINES.

SMOOTHLY CLOSED AND OPENED BY THE HOME OWNER.5. ALL DUCT REGISTERS TO BE OPERABLE AND ABLE TO BE

4. FURNACE SYSTEM AND INSTALLATION OF FURNACE TO 3. DUCTWORK SHALL COMPLY WITH CH. 10 OF CURRENT U.B.C.

3006.1, CURRENT U.B.C.

JOIST TO BEARING WALL CONNECTION.

AND FLOOR DEAD LOAD OF 15 P.S.F.

HEADER SIZE TABLE UNLESS OTHERWISE NOTED.

THICKNESS AND FULL DEPTH OF JOISTS.

8. JOIST HANGERS TO BE SIMPSON U210 OR EQUAL UNLESS

3. USE SIMPSON H 2.5 HURRICANE ANCHORS AT EACH FLOOR

7. FLOOR DECKING TO BE 3/4" THICK T & G WAFER BOARD.

WALLS, AND MIDSPANS SUCH BLOCKING SHALL BE 2" MIN.


6. BASIS OF DESIGN: FLOOR LIVE LOAD OF 40 P.S.F.,

4. SOLID BLOCKING BETWEEN JOISTS OVER ALL BEARING

2. HANDRAIL/GUARDRAILS FINAL STYLE, MATERIAL AND

1 1/8" MIN., 3-2x12 STRINGERS REQUIRED, 2x12

1. STAIRS TO BE CONSTRUCTED WITH THE FOLLOWING

RUN, MINIMUM HEAD CLEARANCE 6'-8".

4. HANDRAILS TO BE 34"-38" ABOVE TREAD NOSING.3. GUARDRAILS TO BE 42" HIGH MIN. FROM FLOOR.

WAFFER BOARD WITH FOUR NAILS EACH.

SHEETROCK (SEC. 1712(B)3, CURRENT U.B.C.). INSUL. BD. FROM ATTIC WITH 1 LAYER OF 1/2"

BUILDING ENVELOPE, I.E., HOLES DRILLED IN TOP

9. DOUBLE JOISTS AND OR DOUBLE BLOCKING AT ALL

MENTAL PATTERN SUCH THAT A SPHERE 4" ROUND CANNOT

COLOR TO BE OWNER'S CHOICE. DESIGN TO BE PER U.B.C.

(C) CURRENT U.B.C.. ATTICS SHALL BE PROVIDED WITH AN

2. R-38 INSULATION IN CEILING AND R-19 INSULATION IN

APPROVED BLACK INSUL. BD. OR SEPARATE POLYSTRENE ATTIC. REPLACE POLYSTRENE INSUL. BD. AT ATTIC WITH

ACCESS OPENING 22"x30" WITH MIN. HEAD ROOM ABOVE

VENTS SHALL PROVIDE AIR INTAKE TO MEET SEC. 3205 HAVE CLEAR CROSS-VENTILATION AREAS TO THE OUTSIDE.4. ENCLOSED ATTICS AND SPACES BETWEEN RAFTERS SHALL

PLATES AROUND WINDOWS, DOORS, SERVICE ENTRANCE

3. INSTALL CAULKING COMPOUND AT ALL PENETRATIONS IN

5. POLYSTRENE INSUL. BD. SHALL NOT BE EXPOSED TO

7. PREFERRED STAIR REQUIREMENTS: RISE 7" TO 7 1/2",

5. OPEN RAILING TO HAVE INTERMEDIATE RAILS OR ORNA-

BLOCKING, 3/4" WAFER BOARD RISERS AND 2x6 LEDGER.

EXPANSION TYPE ANCHOR BOLTS, 2x12 TREADS NOSING MATERIALS: 2x6 KICK PLATE ANCHOR TO CONCRETE WITH

RUN 11" TO 12", MINIMUM HEAD CLEARANCE 7'-0".

6. MINIMUM STAIR REQUIREMENTS: MAX. 8" RISE, MIN. 9"

1. ASPHALT SHINGLES OVER TYPE 30 FELT OVER 7/16" MIN.

ACCESS OPENING OF 30".

PANEL.

PASS THOROUGH.

EXTERIOR WALLS.

THERMAL AND MOISTURE PROTECTION:

INTERIOR WALLS.

STAIRS:

1994.

OTHERWISE NOTED.

CLIMATE CONTROL:

ELECTRICAL SYSTEMS:

ELECTRODE INFOUNDATION FOOTING.

& SEC. 511(A) CURRENT U.B.C.)

COMPY WITH CHAPTER 7 OF CURRENT U.B.C.

WHERE SHOWN ON THE PLANS.

PLUMBING:

FINISHED FLOOR OF SHOWER OR TUB.

PROVIDED TO OUTSIDE HOSE BIBS.

WATER PIPING.

AND DRAIN.

SECTION 2403 CURRENT U.B.C.

SPECIFIED.

OF DISHWASHER.

GAS AND SEWER LINES.

APPROVAL.

6. SHEAR WALL TO BE 3/8" CDX PLYWOOD APPLIED 4" STUDS AT 16" O.C. WITH DOUBLE TOP PLATE.

16" O.C. UNLESS OTHERWISE NOTED.

GRADE Fb 1450 OR BETTER UNLESS OTHERWISE NOTED.8. FRAMING LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION

SPECS. AND BEAR APPROVAL STAMP ON ALL PIECES IN

BE 2"X 4" STUDS AT 24" O.C. AND AT BEARING WALLS 2"x O.C.. INTERIOR WALL FRAMING AT NON-BEARING WALLS TO

12. USE REDWOOD OR PRESSURE TREATED SOLE PLATES AT ALL

11. STRUCTURAL GLUED LAMINATED TIMBERS TO BE STAMPED BY 10. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.

2. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS.

1. ALL FLOOR JOIST TO BE DOUGLAS FIR #2 OR T.J.I. @

9. NAILING TO BE PER CURRENT U.B.C. UNLESS OTHERWISE

7. ALL STRESS GRADE LUMBER SHALL COMPLY WITH WCLA

5. EXTERIOR WALL FRAMING TO BE 2"x 6" STUDS AT 16"

EXTERIOR WALLS.

FLOOR FRAMING:

AN APPROVED AGENCY.

NOTED.

HORIZONTALLY.

PLACE.

CURRENT U.B.C.)

CEILING AND UNDER STAIRS.

24" ON CENTER.

FINISHES:

MASONRY:

DIRECTED BY OWNER / BUILDER.

WALLS OF GARAGE ADJACENT TO LIVING AREA.

IN THE FIELD OF EACH SHEET.

FOR ALL MASONRY WORK.

ID Sub Flr Size Item Count Un Price Tot. Cost Supplier1 General2 GN1 0 12 1/4 high wall Foundation 8" Concre 106 ft3 GN2 0 20 high wall Foundation 8" Concre 35 ft4 GN3 1 97 1/8 high wall Siding-6 119 ft5 GN4 1 101 1/8 high wall Interior-4 24 ft6 GN5 1 97 1/8 high wall Interior-4 41 ft7 GN6 1 heated ceiling area 288 sqft8 GN7 1 heated roof area 681 sqft9 GN8 1 heated wall area 526 sqft

10 GN9 1 heated glass area 54 sqft11 GN10 2 15 15/16 high wallSiding-6 72 ft12 GN11 2 97 1/8 high wall Siding-6 48 ft13 GN12 2 97 1/8 high wall Interior-4 97 ft14 GN13 2 heated ceiling area 576 sqft15 GN14 2 heated wall area 396 sqft16 GN15 2 heated glass area 27 sqft17 GN16 3 50 1/8 high wall Siding-6 34 ft18 Subtotal: 19 Foundation20 FO1 0 8" thick Concrete Concrete 4.10 cuyd21 FO2 0 2x6" treated mud sill 141 ft22 FO3 0 1/2x6" foam sill seal 141 ft23 FO4 0 foundation bolts 3024 FO5 0 16x8"h concrete footing 4.63 cuyd25 FO6 0 no. 4 rebar (footing) 306 ft26 FO7 0 no. 4 horiz. rebar (wall) 689 ft27 FO8 0 no. 4 vert. rebar (wall) 171 ft28 FO9 0 786 sq ft concrete slab 9.70 cuyd29 FO10 0 786 sq ft steel mesh for slab 785 sqft30 Subtotal: 31 Subfloor32 SF1 1 4x8'x3/4" sheets floor sheathing 3733 SF2 1 2x12"-16'+ rim joists - lumber 179 ft34 SF3 1 2x12"-11' rim joists - lumber 135 SF4 1 2x12"-24' floor joists - lumber 3336 SF5 1 2x12"-28' floor joists - lumber 837 SF6 2 4x8'x3/4" sheets floor sheathing 2638 SF7 2 2x12"-16'+ rim joists - lumber 120 ft39 SF8 2 2x12"-24' floor joists - lumber 2940 SF9 2 2x12"-16'+ floor joists - lumber 36 ft41 SF10 2 2x6"-17' ceiling joists - lumber 2742 Subtotal: 43 Framing44 F1 1 2x6-16ft+ fir plate 378 ft45 F2 1 2x6"-92 5/8" fir stud 9846 F3 1 2x6-16ft+ fir stud stock 205 ft47 F4 1 2x4"-92 5/8" fir stud 4348 F5 1 2x7-16ft+ header - lumber 67 ft49 F6 1 2x6"-5 7/8" fir stud 650 F7 1 2x4-16ft+ fir plate 185 ft51 F8 1 2x4-16ft+ fir stud stock 54 ft52 F9 1 2x4"-96 5/8" fir stud 2253 F10 1 2x4"-98 3/4" fir stud 354 F11 1 2x6-16ft+ header - lumber 18 ft

ID Sub Flr Size Item Count Un Price Tot. Cost Supplier55 F12 1 2x4"-7 5/8" fir stud 256 F13 1 2x4"-1 7/8" fir stud 457 F14 1 2x11-16ft+ header - lumber 11 ft58 F15 1 2x4"-18 1/2" fir stud 459 F16 2 2x6-16ft+ fir plate 402 ft60 F17 2 2x6"-11 1/2" fir stud 5861 F18 2 2x6-16ft+ fir stud stock 147 ft62 F19 2 2x6"-92 5/8" fir stud 2863 F20 2 2x7-16ft+ header - lumber 27 ft64 F21 2 2x4-16ft+ fir plate 288 ft65 F22 2 2x4"-92 5/8" fir stud 9266 F23 2 2x4"-18 1/2" fir stud 367 F24 2 2x6-16ft+ header - lumber 7 ft68 F25 2 2x4"-1 7/8" fir stud 469 F26 2 2x11-16ft+ header - lumber 11 ft70 F27 2 2x4-16ft+ fir stud stock 14 ft71 F28 3 2x6-16ft+ fir plate 73 ft72 F29 3 2x6-16ft+ fir stud stock 61 ft73 Subtotal: 74 Siding75 S1 1 7" wide Siding Wood White 2160 ft76 S2 1 4x8x5/8 Sheet Plywood-hrz 3377 S3 1 4x8x1/2 Sheet Sheetrock 1778 S4 1 house wrap 1052 sqft79 S5 2 7" wide Siding Wood White 959 ft80 S6 2 4x8x5/8 Sheet Plywood-hrz 1581 S7 2 4x8x1/2 Sheet Sheetrock 2682 S8 2 house wrap 454 sqft83 S9 3 7" wide Siding Wood White 168 ft84 S10 3 4x8x5/8 Sheet Plywood-hrz 385 Subtotal: 86 Ext Trim87 EX1 1 1x4-16ft+ exterior sill 29 ft88 EX2 1 1x4-16ft+ ext. window casing 106 ft89 EX3 1 1x7-36" door threshold 290 EX4 1 1x4-16ft+ ext. door casing 53 ft91 EX5 1 7 in ext. door jamb 35 ft92 EX6 1 1x5-32" door threshold 193 EX7 1 5 in ext. door jamb 18 ft94 EX8 2 1x4-16ft+ exterior sill 15 ft95 EX9 2 1x4-16ft+ ext. window casing 53 ft96 Subtotal: 97 Roofing98 R1 1 ridge cap 117 ft99 R2 1 Roofing Dimensiona 1536 sqft

100 R3 1 4x8' sheets roof sheathing 48101 R4 1 2x6" 16" OC rafters - fir 1309 ft102 R5 1 2x8" gable fascia 79 ft103 R6 1 2x8" eave fascia 78 ft104 R7 1 metal drip edge 157 ft105 R8 1 gutter 78 ft106 R9 1 downspout 2107 R10 2 2x8"-16'+ ridge board - lumber 117 ft108 R11 2 2x6"-11' rafters - lumber 38

ID Sub Flr Size Item Count Un Price Tot. Cost Supplier109 R12 2 2x8"-39' rafters - lumber 2110 R13 2 2x8"-12' rafters - lumber 4111 R14 2 4x2"-16'+ rafters - lumber 67 ft112 R15 2 2x6"-10' rafters - lumber 38113 R16 2 2x8"-10' rafters - lumber 4114 Subtotal: 115 Insulation116 IN1 1 12x16x48" batts ceiling insulation 54117 IN2 1 12x24x48" batts roof insulation 85118 IN3 1 6x16x93" batts wall insulation 49119 IN4 2 12x16x48" batts ceiling insulation 108120 IN5 2 6x16x93" batts wall insulation 37121 Subtotal: 122 Flooring123 FL1 1 Carpet b4 1016 sqft124 FL2 1 4x8' sheets underlayment 33125 FL3 1 12x12x1/4 Flooring Vinyl Floor-f 58126 FL4 1 mortar (tile) 58 sqft127 FL5 1 wire mesh (tile) 58 sqft128 FL6 2 Carpet b4 730 sqft129 FL7 2 4x8' sheets underlayment 25130 Subtotal: 131 Wall Brd132 WB1 1 4x8x1/2 Sheet Sheetrock 46133 WB2 1 4x8'-1/2" ceiling wall board 37134 WB3 1 4x8x1/2 (wp) - sheet sheetro 2135 WB4 2 4x8x1/2 Sheet Sheetrock 39136 WB5 2 4x8'-1/2" ceiling wall board 28137 WB6 3 4x8x1/2 Sheet Sheetrock 3138 Subtotal: 139 Windows140 W1 1 36x54 double hung 8141 W2 2 36x54 double hung 4142 Subtotal: 143 Doors144 D1 1 36x80x1 3/4R ext. 1145 D2 1 36x80x1 3/4L ext. 1146 D3 1 32x80x1 3/4L ext. 1147 D4 1 32x80x1 3/4R 1148 D5 1 32x80x1 3/8R 1149 D6 1 60x80 slider 1150 D7 2 32x80x1 3/8L 1151 D8 2 60x80 slider 1152 Subtotal: 153 Cabinets154 C1 1 countertop - marble t 16 sqft155 C2 1 countertop front cap 13 ft156 C3 1 backsplash 8 ft157 C4 1 BS3636 base cab 1158 C5 1 34x6" cab. drawer 2159 C6 1 16 15/16x21 1/2" RP-3-REC door 4160 C7 1 BD3636 base cab 1161 Subtotal: 162 Int Trim

ID Sub Flr Size Item Count Un Price Tot. Cost Supplier163 T1 1 1x2-16ft+ window apron 27 ft164 T2 1 1x2-16ft+ sill 27 ft165 T3 1 1x2-16ft+ interior casing 258 ft166 T4 1 5 in interior jamb 53 ft167 T5 1 3 1/2" wide int. railing 221 in168 T6 1 3 1/2" wide middle rail 221 in169 T7 1 3 1/2" square newel post 8170 T8 1 1 3/4" diam. baluster 39171 T9 1 3 1/2" square half newel post 2172 T10 1 48" wide Fir Stock Std. + Btr. 29 ft173 T11 1 36x11 3/8-1" stair tread 14174 T12 1 36x7 1/4" riser 14175 T13 1 2" wide int. railing 194 in176 T14 1 1" diam. baluster 26177 T15 1 14 treads stair stringer 2178 T16 1 48x12-1" stair tread 6179 T17 1 48x7" riser 6180 T18 1 2 treads stair stringer 6181 T19 1 1x6-16ft+ base molding 30 ft182 T20 2 1x2-16ft+ window apron 14 ft183 T21 2 1x2-16ft+ sill 14 ft184 T22 2 1x2-16ft+ interior casing 123 ft185 T23 2 3 1/2" wide int. railing 153 in186 T24 2 3 1/2" wide middle rail 153 in187 T25 2 1 3/4" diam. baluster 27188 T26 2 3 1/2" square newel post 4189 T27 2 3 1/2" square half newel post 1190 T28 2 5 in interior jamb 36 ft191 T29 2 1x6-16ft+ base molding 288 ft192 Subtotal: 193 Fixtures194 FX1 1 60W32D Standard 60" (left) - c 1195 FX2 1 31W34D Standard - color 10, s 1196 FX3 1 30W19D Free Standing (rect) - 1197 FX4 1 32W21D Double 32" - marble 1198 Subtotal: 199 Appliance200 A1 1 24W28D Compact Washer/Dry 1201 A2 1 24W22D 24" - marble travertin 1202 A3 1 36W31D Side-by-Side - color 1 1203 A4 1 30W26D Elec (medium) - color 1204 Subtotal: 205 Electrical206 E1 1 wall mount Duplex (low res) 19207 E2 1 wall mount Four Way 3208 E3 1 wall mount Single Pole 5209 E4 1 wall mount Porch Lantern 3210 E5 1 wall mount 220V (low res) 3211 E6 1 ceiling mount Half Dome 7212 E7 1 ceiling mount Smoke Detector 2213 E8 1 ceiling mount Exhaust 1214 E9 2 wall mount Duplex (low res) 12215 E10 2 wall mount Single Pole 3216 E11 2 ceiling mount Smoke Detector 2

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24' x 36' Gambrel Roof Cabin Plans E-Blueprints