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Cabin Plan 28' x 28' SDS-CAD Specialized Design Systemsemail [email protected] www.sdscad.net Copyright 2002

28' x 28' Cabin

3040 2030 3040

3040

3030

3068

3040

3040

5068

3030

2868

2868

2668

D/W

UP

DN

R

SDSDSD

R

WP

WP

WP WP

3

WP

WP

WP3

GFCI

30'-0

"

2'-0

"18

'-0"

10'-0

"

4'-0

"4'

-9"

7'-6

"1'

-9"

5'-0

"5'

-0"

28'-0"

17'-6" 4'-0" 6'-6"

8'-6" 9'-0"

28'-0"

10'-0"8'-0"10'-0"

5'-0"5'-0"3'-8"4'-4"5'-0"5'-0"

2'-0

"

28'-0

"

10'-0

"18

'-0"

10'-0

"4'

-9"

9'-3

"4'

-0"

(2) LVL 1 7/8 x 9 1/2 Support Beam


Main Floor PlanScale 3/16"=1'

DN

4026

3040 2030 3040

2668

2868 SD

SD

R

RR

R

3

GFCI

3

GFCI

OPEN BELOW27'-0" x 14'-9"

28'-0

"

23'-6

"4'

-6"

28'-0"

28'-0"

10'-0"8'-0"10'-0"

5'-0"5'-0"3'-8"4'-4"5'-0"5'-0"28

'-0"

NUMBER QTY FLOOR SIZE DESCRIPTION HEADER QTY NUMBERW01 4 1 3040 DOUBLE HUNG 2X7X40 (2) 4 W01 W02 1 1 2030 DOUBLE HUNG 2X6X28 (2) 1 W02 W03 1 1 3030 DOUBLE HUNG 2X7X40 (2) 1 W03 W04 1 1 3040 DOUBLE HUNG - COLOR 12, MAUVE2X7X40 (2) 1 W04 W05 1 1 3030 RIGHT SLIDING 2X7X40 (2) 1 W05 W06 1 2 4026 RIGHT SLIDING 2X7X52 (2) 1 W06 W07 2 2 3040 DOUBLE HUNG 2X7X40 (2) 2 W07 W08 1 2 2030 DOUBLE HUNG 2X6X28 (2) 1 W08

NUMBER QTY FLOOR SIZE DIMENSIONS HEADER QTY NUMBERD01 1 1 3068 36X80X1 3/4" 2X7X40 (2) 1 D01 D02 1 1 5068 60X80" 2X11X64 (2) 1 D02 D03 2 1 2868 32X80X1 3/8" 2X6X36 (2) 2 D03 D04 1 1 2668 30X80X1 3/8" 2X6X34 (2) 1 D04 D05 1 2 2668 30X80X1 3/8" 2X6X34 (2) 1 D05 D06 1 2 2868 32X80X1 3/8" 2X6X36 (2) 1 D06


Second Floor PlanScale 3/16"=1'

2x10 joists 16" OC

28'-0

"

2'-0

"

14'-0"14'-0"

28'-0"

13'-8" 3'-10" 4'-0" 6'-6"

28'-0"

2'-0

"28

'-0"

30'-0

"

Foundation PlanScale 3/16"=1'


See common details for foundation specs and alternatefoundation notes4' Stem wall on 8" x 20"FootingPost and Pier for Deck to be18" Dia Min to below frostline(30")


Front Elevation Scale 1/8"=1'

Left SideElevationScale 1/8"=1'

5/12Pitch

Cedar Siding

Asphalt ShingleRoof

Cedar Siding


Rear ElevationScale 1/8"=1'

Right Side ElevationScale 1/8"=1'


5/12 Pitch ScissorAttic Truss

4' Concrete wall withFootings or see alternatedetails for foundation tomeet code in specificbuilding area

See Typical Wall Section ForConcrete DetailsPost Piers to be 18x18x36

1 7/8 x 9 1/2 TJI Floor Joist or equivSeeSpecificationPage forHeader Sizes

Rear Framing Cross SectionScale 1/8"=1'

12" overhang

FramingCrossSectionsScale 1/8"=1'

4' PonyWall

13'-8"

6'-6"

2'-0

"28

'-0"

30'-0

"

Concrete Piers to be18x18x36Max Spacing 8'Bottom to be belowfrost (30")


Deck and Porch DetailsScale 1/8"=1'

4"x4" MinPost tooverhead4"x8" Minoverheadbeam2"x6" MinPorchRafter

36" Min railingwith 4" maxspace betweenballisters

Front Post DetailsScale 1/8"=1'

2x deckingwith 2x6 minjoistsspaced 16"o.c.

Stair Details Scale 1/8"=1'

Stair Details Scale 1/4"=1'3 - 2" x 12" StringersHandrail Height 34"-36"Balister Space Max 4"Headroom Min 6'-8"Rise Max 8"Tread Min 9"Stair Width Min 36"Landing Min of Stair Width


5'-0

"

9'-0

"

5/12 PreengineeredScissor Attic Truss

2 x 10 Floor Joist or equiv

DN

Roof Framing Detail 1/8"=1'


Typical 2 x construction with PreEngineered Attic Trusses 24" o.c.Simpson Rafter Tie or equiv rafterbrackets on all raftersSee general notes for otherspecifications

BS42

36

Side-by-Side (ice maker)BDR1536Gas (medium)

CBD

3636

D/W24

"BD

3036

W36

30W

R18

30W

R12

30

W3616WR1530W3016WR1230

CW

2430

Typical Bath Detail

Kitchen Cabinet Detail


Cabinet details Scale 1/4"=1'See material list for complet cabinet listing

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.

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

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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

?

GRADE

12

SCALE:NO SCALE

ONE STORY WALL SECTION (BLANK) STANDARD PLATFORMFRAMING

_________________/12 PITCH

_________________ROOFING MATERIAL

_________________ROOFING PAPER

_________________ROOF DECKING

_________________RAFTER SYSTEM

________________ICE & WATER SHEILD

________________VENTILATION

_________________DRIP EDGE

_________________GUTTERS

_________________SUB FASCIA

_________________FASCIA

_________________FT. OVERHANG

_________________SOFFIT

_________________EXT. WALL FINNISH

_________________HOUSE WRAP

_________________WALL SHEATHING

_________________FRAMING_____O.C._________________FINISH FLOOR

_________________SUB FLOOR

_________________FLOOR STRUCTURE

_________________ JOIST INSULATION

_________________CEILING FINISH

____________ANCHOR BOLTS_____O.C.

________________TREATED SILL PLATE

_________________SILL SEAL

_________________GRADE HEIGHT

_________________WATERPROOFING

_________________FOUNDATION WALL

_________________EXT. RIGID INSO.

_________________DRAIN TILE

________________CONCRETE FOOTING

_________________REE-BAR

__________________ATTIC INSULATION

______________CEILING JOIST____O.C

__________________VAPOR BARRIER

__________________CEILING FINNISH

_________________WALL INSULATION

_________________VAPOR BARRIER

_________________WALL FINISH

_________________WALL FRAMING

_________________WALL INSULATION


_________________WALL FINISH

_________________CONCRETE FLOOR

_________________WIRE MESH


_________________GRAVEL FILL

_________WINDOW HEIGHT(FROM SUB FLOOR)

__________ROOM HEIGHT(FROM SUB FLOOR TO FRAMING)

__________ROOM HEIGHT(FROM SLAB TO FRAMING)

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.

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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.

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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 Flr Size Item Count Un Price Tot. Cost1 General2 GN1 049 3/4 high wall Foundation 8" Concrete Stem W 137 ft3 GN2 048 high wall Foundation 8" Concrete Stem W 8 ft4 GN3 197 1/8 high wall Siding-6 28 ft5 GN4 1109 1/8 high wallSiding-6 83 ft6 GN5 197 1/8 high wall Interior-4 47 ft7 GN6 1129 high wall Concrete Block 1 6 ft8 GN7 1136 high wall Concrete Block 1 2 ft9 GN8 18 high wall Frame-3 1/2 8 ft

10 GN9 1 heated ceiling area 784 sqft11 GN10 1 heated roof area 885 sqft12 GN11 1 heated wall area 556 sqft13 GN12 1 heated glass area 81 sqft14 GN13 1 heated door area 13 sqft15 GN14 297 1/8 high wall Siding-6 28 ft16 GN15 261 1/4 high wall Siding-6 56 ft17 GN16 298 7/8 high wall Siding-6 28 ft18 GN17 298 7/8 high wall Interior-4 24 ft19 GN18 2100 3/8 high wallInterior-4 10 ft20 GN19 2 heated wall area 651 sqft21 GN20 2 heated glass area 40 sqft22 GN21 344 7/8 high wall Siding-6 15 ft23 GN22 333 15/16 high waSiding-6 12 ft24 GN23 39 15/16 high wallSiding-6 4 ft25 GN24 319 5/8 high wall Interior-4 10 ft26 GN25 342 1/16 high wallInterior-4 9 ft27 GN26 321 3/8 high wall Interior-4 6 ft28 Subtotal: 29 Foundation30 FO1 08" thick Concrete Concrete 14.81 cuyd31 FO2 02x6" treated mud sill 144 ft32 FO3 01/2x6" foam sill seal 144 ft33 FO4 0 foundation bolts 3634 FO5 016x8"h concrete footing 4.75 cuyd35 FO6 0no. 4 rebar (footing) 320 ft36 FO7 0no. 4 horiz. rebar (wall) 1600 ft37 FO8 0no. 4 vert. rebar (wall) 632 ft38 Subtotal: 39 Subfloor40 SF1 14x8'x3/4" sheets floor sheathing 3341 SF2 12x10"-16'+ rim joists - lumber 112 ft42 SF3 12x10"-28' floor joists - lumber 2643 SF4 12x10"-34' floor joists - lumber 144 SF5 24x8'x3/4" sheets floor sheathing 1145 SF6 22x12"-18' rim joists - lumber 246 SF7 22x12"-13' rim joists - lumber 147 SF8 22x12"-16'+ rim joists - lumber 34 ft48 SF9 22x12"-10' rim joists - lumber 149 SF10 22x12"-11' rim joists - lumber 150 SF11 22x12"-10' floor joists - lumber 951 SF12 22x12"-13' floor joists - lumber 1452 Subtotal: 53 Framing54 F1 12x6-16ft+ fir plate 719 ft55 F2 12x6"-92 5/8" fir stud 9256 F3 12x6-16ft+ fir stud stock 1513 ft57 F4 12x4"-92 5/8" fir stud 51

ID Flr Size Item Count Un Price Tot. Cost58 F5 12x7-16ft+ header - lumber 107 ft59 F6 12x6-16ft+ header - lumber 27 ft60 F7 12x6"-164 5/8" fir stud 5661 F8 12x6"-77 7/8" fir stud 462 F9 12x4"-164 5/8" fir stud 463 F10 12x8-16ft+ fir stud stock 72 ft64 F11 12x4-16ft+ fir stud stock 106 ft65 F12 12x6"-73 7/8" fir stud 866 F13 12x11-16ft+ header - lumber 22 ft67 F14 12x4-16ft+ fir plate 163 ft68 F15 12x4"-7 5/8" fir stud 669 F16 18x16x8 Block Gray-blocks 8270 F17 12x4-3 1/2" Fir Stud 16" OC 871 F18 22x6-92 5/8" Fir Stud 16" OC 1572 F19 22x6-16ft+ fir stud stock 304 ft73 F20 22x6-16ft+ fir plate 250 ft74 F21 22x6"-55 1/2" fir stud 2075 F22 22x7-16ft+ header - lumber 22 ft76 F23 22x6"-92 5/8" fir stud 877 F24 22x6"-94 3/8" fir stud 278 F25 22x6-16ft+ header - lumber 17 ft79 F26 22x4-16ft+ fir plate 101 ft80 F27 22x4"-112" fir stud 1181 F28 22x4"-27" fir stud 282 F29 22x4-16ft+ fir stud stock 154 ft83 F30 22x4"-113 3/4" fir stud 784 F31 22x4"-92 5/8" fir stud 485 F32 32x6-16ft+ fir stud stock 35 ft86 F33 32x6-16ft+ fir plate 59 ft87 F34 32x4-15 1/8" Fir Stud 16" OC 988 F35 32x4-16ft+ fir plate 71 ft89 F36 32x4-16ft+ fir stud stock 21 ft90 F37 32x4-16 7/8" Fir Stud 16" OC 591 Subtotal: 92 Siding93 S1 111 1/2" wide Siding Wood Pine 523 ft94 S2 14x8x5/8 Sheet Plywood-hrz 3495 S3 11 1/8" thick Stone Stream stone v2069t 411 sqft96 S4 14x8x1/2 Sheet Sheetrock 1397 S5 1 house wrap 3228 sqft98 S6 211 1/2" wide Siding Wood Pine 782 ft99 S7 24x8x5/8 Sheet Plywood-hrz 23

100 S8 24x8x1/2 Sheet Sheetrock 9101 S9 2 house wrap 724 sqft102 S10 311 1/2" wide Siding Wood Pine 63 ft103 S11 34x8x5/8 Sheet Plywood-hrz 2104 S12 34x8x1/2 Sheet Sheetrock 2105 Subtotal: 106 Ext Trim107 EX1 018" thick Concrete Concrete 3.25 cuyd108 EX2 11x4-16ft+ exterior sill 24 ft109 EX3 11x4-16ft+ ext. window casing 79 ft110 EX4 1 1x7-60" 1111 EX5 11x4-16ft+ ext. door casing 20 ft112 EX6 17 in ext. door jamb 20 ft113 EX7 1 Stone Stream stone v2069t 347 sqft114 EX8 21x4-16ft+ exterior sill 15 ft

ID Flr Size Item Count Un Price Tot. Cost115 EX9 21x4-16ft+ ext. window casing 44 ft116 Subtotal: 117 Roofing118 R1 12x8"-16'+ ridge board - lumber 29 ft119 R2 12x6"-16'+ rafters - lumber 101 ft120 R3 12x8"-29' rafters - lumber 2121 R4 12x8"-16'+ rafters - lumber 15 ft122 R5 1bend to slope roof/wall flashing 28 ft123 R6 1 ridge cap 30 ft124 R7 1 Roofing Dimensional Comp. 1212 sqft125 R8 14x8' sheets roof sheathing 38126 R9 12x8" gable fascia 82 ft127 R10 12x8" eave fascia 117 ft128 R11 1 metal drip edge 198 ft129 R12 1 gutter 117 ft130 R13 1 downspout 4131 R14 22x8"-16'+ ridge board - lumber 30 ft132 R15 22x6"-17' rafters - lumber 30133 R16 22x8"-30' rafters - lumber 2134 R17 22x8"-17' rafters - lumber 4135 R18 24x2"-16'+ rafters - lumber 34 ft136 Subtotal: 137 Insulation138 IN1 112x16x48" batts ceiling insulation 146139 IN2 112x24x48" batts roof insulation 110140 IN3 16x16x93" batts wall insulation 51141 IN4 26x16x93" batts wall insulation 61142 Subtotal: 143 Flooring144 FL1 1 landing floor 7sqft145 FL2 1 Carpet b4 669 sqft146 FL3 14x8' sheets underlayment 23147 FL4 1 Flooring Vinyl Floor-c1 39 sqft148 FL5 15 1/2" wide Deck Plank 2x6 474 ft149 FL6 2 Carpet b4 246 sqft150 FL7 24x8' sheets underlayment 9151 FL8 2 Flooring Vinyl Floor-c1 39 sqft152 Subtotal: 153 Wall Brd154 WB1 14x8x1/2 Sheet Sheetrock 41155 WB2 14x8'-1/2" ceiling wall board 25156 WB3 14x8x1/2 (wp) - sheet sheetrock 3157 WB4 24x8x1/2 Sheet Sheetrock 30158 WB5 24x8'-1/2" ceiling wall board 25159 WB6 24x8x1/2 (wp) - sheet sheetrock 2160 WB7 34x8x1/2 Sheet Sheetrock 4161 Subtotal: 162 Windows163 W1 136x48 double hung 4164 W2 124x36 double hung 1165 W3 136x36 double hung 1166 W4 136x48 double hung - color 12, mauve 1167 W5 136x36 right sliding 1168 W6 248x30 right sliding 1169 W7 236x48 double hung 2170 W8 224x36 double hung 1171 Subtotal:

ID Flr Size Item Count Un Price Tot. Cost172 Doors173 D1 136x80x1 3/4L 1174 D2 160x80 ext. slider-glass 1175 D3 132x80x1 3/8R 1176 D4 132x80x1 3/8L 1177 D5 130x80x1 3/8 pocket 1178 D6 230x80x1 3/8 pocket 1179 D7 232x80x1 3/8L 1180 Subtotal: 181 Cabinets182 C1 1BD3036 bath base cab 1183 C2 128x6" bath cab. drawer 1184 C3 113 15/16x21 1/2"RP-3-REC door (bath) 2185 C4 1 countertop - marble travertine 5sqft186 C5 1 front cap (bath) 5 ft187 C6 1 backsplash (bath) 3 ft188 C7 1BS4236 base cab 1189 C8 140x6" cab. drawer 1190 C9 119 15/16x21 1/2"RP-3-REC door 2191 C10 1 countertop - marble travertine 27 sqft192 C11 1 countertop front cap 20 ft193 C12 1 backsplash 16 ft194 C13 1BDR1536 base cab 1195 C14 113x6" cab. drawer 1196 C15 113x21 1/2" RP-3-REC door 1197 C16 1CBD3636 crnr base cab 1198 C17 110 1/4x6" cab. drawer 2199 C18 110 1/4x21 1/2" RP-3-REC door 2200 C19 1CW2430 crnr wall cab 1201 C20 114 15/16x28" RP-3-REC door 1202 C21 1BD3036 base cab 1203 C22 128x6" cab. drawer 1204 C23 113 15/16x21 1/2"RP-3-REC door 2205 C24 1WR1230 wall cab 2206 C25 110x28" RP-3-REC door 2207 C26 1W3016 wall cab 1208 C27 113 15/16x14" RP-3-REC door 2209 C28 1WR1530 wall cab 1210 C29 113x28" RP-3-REC door 1211 C30 1W3616 wall cab 1212 C31 116 15/16x14" RP-3-REC door 2213 C32 1WR1830 wall cab 1214 C33 116x28" RP-3-REC door 1215 C34 1W3630 wall cab 1216 C35 116 15/16x28" RP-3-REC door 2217 C36 2BD3036x22 bath base cab 1218 C37 228x6" bath cab. drawer 1219 C38 213 15/16x21 1/2"RP-3-REC door (bath) 2220 C39 2 countertop - marble travertine 9sqft221 C40 2 front cap (bath) 9 ft222 C41 2 backsplash (bath) 5 ft223 C42 2BDR2436 bath base cab 1224 C43 222x6" bath cab. drawer 1225 C44 222x21 1/2" RP-3-REC door (bath) 1226 Subtotal: 227 Int Trim228 T1 11x2-16ft+ window apron 23 ft

ID Flr Size Item Count Un Price Tot. Cost229 T2 11x2-16ft+ sill 23 ft230 T3 11x2-16ft+ interior casing 229 ft231 T4 17 in interior jamb 17 ft232 T5 11x2-16ft+ window apron - color 12, mauve 7 ft233 T6 11x2-16ft+ sill - color 12, mauve 7 ft234 T7 11x2-16ft+ interior casing - color 12, mauve 24 ft235 T8 15 in interior jamb 50 ft236 T9 132x10 11/16-1" stair tread 2237 T10 132x8 3/8" riser 11238 T11 12" wide int. railing 248 in239 T12 11" diam. baluster 34240 T13 12 treads stair stringer 4241 T14 132x11-1" stair tread 9242 T15 19 treads stair stringer 2243 T16 12x10" landing joists - fir 11 ft244 T17 11x8" landing rim trim 11 ft245 T18 136x13-1" stair tread 2246 T19 136x7" riser 2247 T20 132x13-1" stair tread 1248 T21 132x7" riser 1249 T22 11 treads stair stringer 2250 T23 11x6-16ft+ base molding 220 ft251 T24 21x2-16ft+ window apron 14 ft252 T25 21x2-16ft+ sill 14 ft253 T26 21x2-16ft+ interior casing 109 ft254 T27 25 in interior jamb 34 ft255 T28 23 1/2" wide int. railing 220 in256 T29 23 1/2" wide middle rail 220 in257 T30 21 3/4" diam. baluster 40258 T31 23 1/2" square newel post 5259 T32 23 1/2" square half newel post 2260 T33 21x6-16ft+ base molding 101 ft261 Subtotal: 262 Fixtures263 FX1 162W32D Standard 60" (left) - color 10, sh 1264 FX2 131W34D Standard - color 10, shiny white 1265 FX3 120W16D Rectangular 20" - marble traver 1266 FX4 132W21D Offset 32" - marble travertine 1267 FX5 124W24D Woodstove - color 10, shiny whi 1268 FX6 236W36D Corner - color 10, shiny white 1269 FX7 231W34D Standard - color 10, shiny white 1270 FX8 218W18D Round 18" - marble travertine 1271 Subtotal: 272 Appliance273 A1 136W31D Side-by-Side (ice maker) - color 1274 A2 130W26D Gas (medium) - color 10, shiny w 1275 A3 124W22D 24" - marble travertine 1276 Subtotal: 277 Furniture278 FU1 155W105D Stickley (seats 6-8) - woodgrain 1279280 Electrical281 E1 1wall mount Duplex 23282 E2 1wall mount Three Way 2283 E3 1wall mount Duplex (weatherproof) 3284 E4 1wall mount Single Pole 7285 E5 1wall mount GFCI 1

ID Flr Size Item Count Un Price Tot. Cost286 E6 1wall mount Porch Lantern 1287 E7 1ceiling mount Recessed Down Light 2288 E8 1ceiling mount Smoke Detector 3289 E9 1ceiling mount Half Dome 5290 E10 1 floor mount Duplex (weatherproof) 4291 E11 2wall mount Duplex 8292 E12 2wall mount Three Way 2293 E13 2wall mount Single Pole 4294 E14 2wall mount GFCI 2295 E15 2wall mount Porch Lantern 1296 E16 2ceiling mount Ceiling Fan (lights) 2297 E17 2ceiling mount Smoke Detector 2298 E18 2ceiling mount Recessed Down Light 4299 Subtotal: 300 Hardware301 H1 1 bath cab door handle 2302 H2 1 bath cab door hinge 4303 H3 1 cab door handle 17304 H4 1 cab door hinge 34305 H5 1 cab drawer handle 3306 H6 1 cab drawer glide 6307 H7 2 bath cab door handle 3308 H8 2 bath cab door hinge 6309 H9 2 bath cab drawer handle 1310 H10 2 bath cab drawer glide 2311 Subtotal: 312 Decks-Walks313 DW1 13 1/2" wide ext. railing 71 ft314 DW2 13 1/2" wide middle rail 71 ft315 DW3 11 3/4" diam. baluster 158316 DW4 13 1/2" square half rail post 3317 DW5 13 1/2" square rail post 15318 DW6 12x9"-14' rim joists - lumber 1319 DW7 12x9"-16'+ rim joists - lumber 43 ft320 DW8 12x9"-18' rim joists - lumber 2321 DW9 12x9"-13' rim joists - lumber 3322 DW10 12x9"-13' floor joists - lumber 3323 DW11 12x9"-16'+ floor joists - lumber 95 ft324 DW12 12x9"-11' rim joists - lumber 2325 DW13 12x9"-15' rim joists - lumber 2326 DW14 12x9"-10' rim joists - lumber 1327 DW15 12x9"-11' floor joists - lumber 3328 Subtotal: 329330 Total:

28' x 28' Cabin - SDSCADsdscad.com › pdf › 28x28cabin.pdf · walks and drives - 3000 p.s.i. @...

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Transcript of 28' x 28' Cabin - SDSCADsdscad.com › pdf › 28x28cabin.pdf · walks and drives - 3000 p.s.i. @...