63 reverse

REVISIONS

DATE

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@COPYRIGHT SDSCAD Specialized Design Systems

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John Davidson

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BUILDING CONTRACTOR/HOME OWNERTO REVIEW AND VERIFY ALL DIMENSIONS,SPECS, AND CONNECTIONS BEFORECONSTRUCTION BEGINS.

ELECTRICAL SYSTEM CODE: SEC.2701MECHANICAL SYSTEM CODE: SEC.2801PLUMBING SYSTEM CODE: SEC.2901

Note: Paper size D - 22 x 34 scale is as stated if printed on 11 x 17 B size scale is 1/2

11

07/18/2004

To the best of my knowledge these plans aredrawn to comply with owner's and/ or builder'sspecifications and any changes made on themafter prints are made will be done at the owner'sand / or builder's expence and responsibility. Thecontractor shall verify all dimensions and encloseddrawing. SDSCAD is not liable for errors onceconstruction has begun. While every affort hasbeen made in the preparation of this plan to avoidmistakes, the maker can not guarantee againsthuman error. The contractor of the job must checkall dimensions and other details prior toconstruction and be solely responsible thereafter. All calculations and member sizing should beverified for your building by a certified buildingofficial.

1

Page 1 Cover PagePage 2 Main Floor PlanPage 3 Basement PlanPage 4 Elevation PlanPage 5 Typical Section DetailsPage 6 Floor and Roof Framing PlanPage 7 Whole House SectionPage 8 Cabinet & Stair DetailslPage 9 Main ElectricalPage 10 Basement ElectricalPage 11 Misc DetailsPage 12 Plot Plan

Custom Home DesignBy SDS-CAD Specialized Design Systems Plan 63

REVISIONS

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John Davidson

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DN

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12643068581612647478

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16080

9070

2668 4068

3068

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266818682668

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6068 3460 3460 3050 3050 4040

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D/W

DN

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MASTER BDRM12'-0" x 16'-6"

LAUNDRY6'-3" x 8'-0"

BEDROOM9'-11" x 12'-0"

BATH4'-11" x 8'-0"

CLOSET1'-10" x 4'-5"

CLOSET9'-4" x 7'-4"

CLOSET3'-11" x 1'-5"

MASTER BATH9'-4" x 8'-9"

CLOSET1'-10" x 1'-11"

DECK12'-11" x 9'-7"

GARAGE30'-6" x 23'-6"

3'-8"

3

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6'-8"2'-6" 5'-4"

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5'-2"

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3'-0"

5'-8"

7'-0"

1'-6"9'-0"

1'-0"2'-0"16'-0"2'-0"

11'-6"20'-0"

50'-0"

3'-5"3'-5"2'-0"7'-4"2'-4"

6'-10"11'-8"

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2'-1" 3'-0" 2'-9" 3'-0"1'-7"1'-2"

4'-0" 4'-10"

27'-7" 12'-5" 10'-0"

50'-0"

DOOR SCHEDULENUMBER QTY FLOOR SIZE DIMENSIONS DESCRIPTIOND01 8 0 2668 30X80X1 3/8" 3 PANEL DOOR - COLOR BRITE WHITED02 1 1 16080 192X96" GARAGE 4-PANEL (LONG)D03 1 1 1868 20X80X1 3/8" 3 PANEL DOOR - COLOR BRITE WHITED04 5 1 2668 30X80X1 3/8" 3 PANEL DOOR - COLOR BRITE WHITED05 1 1 2668 30X80X1 3/8" POCKETD06 2 1 3068 36X80X1 3/4" EXT. 6-PANELD07 1 1 31068 46X80" BIFOLDD08 1 1 4068 24X80" BIFOLDD09 1 1 6068 36X80X1 3/4" EXT. HINGED-GLASSD10 1 1 9070 108X84" GARAGE 2-PANELD11 1 1 3068 36X80X1 3/8" 3 PANEL DOOR - COLOR BRITE WHITED12 2 0 6068 72X80" SLIDERD13 1 0 3068 36X80X1 3/4" EXT. HINGED-GLASSD14 2 0 5068 30X80" BIFOLD

WINDOW SCHEDULENUMBER QTY FLOOR SIZE DIMENSIONS DESCRIPTION NUMBERW01 5 0 4036 48"X42" LEFT SLIDING W01 W02 2 1 1264 14"X76" FIXED GLASS W02 W03 1 1 4036 48"X42" RIGHT SLIDING W03 W04 2 1 3460 40"X72" FIXED GLASS W04 W05 1 1 4030 48"X36" FIXED GLASS W05 W06 1 1 4040 48"X48" RIGHT SLIDING W06 W07 1 1 5816 68"X18" FIXED GLASS W07 W08 1 1 3040 36"X48" AWNING W08 W09 2 1 3050 36"X60" DOUBLE HUNG W09 W10 1 1 2026 24"X30" DOUBLE HUNG W10 W11 1 1 41078 58"X92 1/4" MULLED UNIT W11 W12 1 0 2030 24"X36" DOUBLE HUNG W12 W13 1 1 7478 88"X92 1/4" MULLED UNIT W13 W14 2 2 1818 20"X20" 24X24 OCTAGON W14

8' WallFurnace Flue

4" Concrete withWWM overcompacted gravel fillsloped to door1" slope per 10' togarage door

Garage/House WallSingle Sheet one side ofwall w/ 7/16" D.S.B.Nailed 8d@6"o.c. Edgeand 12" o.c. Field

Garage Door Wall SingleSheet Both sides of wallw/ 7/16" D.S.B. Nailed8d@6"o.c. Edge and 12"o.c. Field 2- 1 3/4" x 11 7/8" LVL Header

2- 1 3/4" x 14" LVL Header

ENDLENGTH

CUTLENGTH

CLEARSPAN

ENDLENGTH

Provide minimum 1"end distance

Equal number ofspecified nails in

each end Simpson Strong-TieCS16

NAIL BOTTOM TO SILL PLATE.EDGES @12" O.C. IN FIELD.

NAIL W/8d NAILS @6" O.C.4X8 SHT. ON FOUNDATION.

BRACED WALL PANEL

PROVIDE (2) STRAPS FOR B.W.P.ALTERNATE BRACE WALL PANELS

Simpson HPAHD strap location marker

BRACED WALLS AND ALT BRACED WALL OPTIONSBrace all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the following: a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of 3/8 inch. c. Continuous bracing from floor to floor

2SCALE 1/8"=1'

MAIN FLOOR PLAN

Kitchen to beDesigned byHomeowner

REVISIONS

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GARAGE30'-2" x 23'-4"

FAMILY25'-6" x 17'-2"

STORAGE15'-1" x 11'-2"

BATH10'-5" x 5'-4"

BEDROOM10'-11" x 10'-11"

UTILITY8'-7" x 7'-5"

STORAGE6'-7" x 8'-7"

BEDROOM10'-5" x 12'-3" BEDROOM

12'-0" x 14'-5"

50'-0"

11'-3" 25'-11" 12'-10"

2'-0" 4'-0" 6'-0" 3'-0" 5'-5" 4'-0"1'-6"

3'-10" 4'-0" 5'-0"

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6'-9"11'-9"

50'-0"

11'-6"20'-0"

5'-9 1/4" 6'-1 3/16"

7

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8

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"

Rough in for bath(2) 1 7/8" x 11 7/8" LVL Beam

Bearing Wallwith footing

Bearing Wallwith footing

Future Walls

DropFooting 30"below walkout door

(2) 1 7/8" x 11 7/8" LVL Beam

8' FoundationWall

4" Concrete withWWM overcompacted gravel fillsloped to door1" slope per 10' togarage door

Provide Proper FreshAir Venting for # ofGas AppliancesFloor Drain RequiredFlue through RoofRequired if DirectVent Appieces arenot installed

WaterSoftner

Min 2 #4 Rebar Horizontalon undisturbed or compacted soil

VENTING SCHEDULERange Hoods Vent Through RoofAll Bath Fans Vent to ExteriorDryer Vent Vent to Exterior

HOUSE WALLS 20" x 10" MinDECKS & PORCHES 18" x 10" MinBEARING WALL 20" x 10" MinGARAGE WALL 18" x 10" Min

FOOTING SCHEDULE

Ceilings R-38 MinWall above grade R-19 MinWall interior below grade R-13 Min

INSULATION SCHEDULE

Concrete:1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans.2. Concrete to be ACI 301-66, Type II cement, 2500 psi at 28 days, 5" maximum slump.3. Reinforcing to be ASTM A615-Bars with Fy=60 ksi lamp 30 diameter minimum at splices or weld per ACI Std.4. Concrete design based on Fc 2000 psf, Fc 2500 psi for quality only.5. Anchor bolts shall be A-307 embedded 7" minimum into concrete or masonry grout.

3

SCALE 1/8"=1'

BASEMENT PLANBlock out for 16' garage door

Block out for 9'garage door

Block out for 3'garage door

REVISIONS

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4FRONT ELEVATIONSCALE 1/4"=1'

SCALE 1/8"=1'RIGHT ELEVATION

ARCHITECTURALASHPHALTSHINGLES

6/12PITCH

SCALE 1/8"=1'

REAR ELEVATIONSCALE 1/8"=1'

LEFT ELEVATION

Stucco

8/12PITCH

5/12PITCH

PERSPECTIVE VIEWS

REVISIONS

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VENT ATTIC PER CODE

2 - 1/2" REBAR

R-38 INSULATION

AS PER FLOOR PLAN

ALUM. SOFFIT & FACIA

8' X 8"FOUNDATIONWATERPROOFTO GRADE

BRICK OR ROCK WITH1/2" AIRSPACE

10" X 20" FOOTINGWITH 2 - 1/2" REBAR

12

SeeElevationsfor Pitch

BEARING WALL AS PER PLAN2 x STUDS @ 16" O.C.

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9'-0"

OVER 30# FELTICE SHIELD 24" UP FROM WALLAND ALL VALLEYS

1'-6"

ASPHALT SHINGLES

PREFABRICATEDTRUSSES @ 24" 0.C.

5/8" PLY. SHEATHING

8"MIN

TRUSS CLIP

1 x 6 FASCIA

FINISH PERELEVATIONS

RAIN GUTTER

2 x 6 BOTTOM PLATE

HOUSE WRAP OVER7/16" PLY. SHEATHING

2 x 6 MUDSILL1/2" x 10"ANCHOR BOLTEMBEDDED 7"INTO CONC.

RIM JOIST

1/2" SHEETROCK

2 x 6 DOUBLE TOP PLATE

R-19 BATT INSULATION

2 x 6 STUD @ 16" O.C.

1/2" SHEETROCK

2 x 11 7/8 TGI JOIST @ 16" O.C.OR AS NOTED ON PLAN

3/4" PLYWOOD SUBFLOOR SCREW & GLUE

6

"

8"

20"

6"

10"

4" DRAIN TO DAYLIGHT IN

1/2" REBARSPACED 24" HOR& VERT 4" MINFROM TOP ANDBOTTOM

8" x 24" GRAVEL

7

'

-

8

"

TRUSSES @ 24" 0.C.PREFABRICATED

BASEBOARD

SEE NOTES FORHEADER SIZE

4" CONC. SLAB W/6 x 6 #10WW MESH OR FIBER

4" GRAVEL & 6 MIL VAPOR SEAL

VAULT AS DESIGNATED ON FLOOR PLAN

2x4 INSULATED WALL


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5

TYPICAL HOUSE SECTIONSCALE NTS

REVISIONS

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4

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4036 3068 4036 4036

2668

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2

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6068

2668

2668

2668

6068

5068

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6

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5068

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5/12 Pitch

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5/12 Pitch

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5/12 Pitch

SEE GENERAL SPECS ANDNOTES FOR FRAMING DETAILS

PRE-ENGINEERED ENERGY TRUSSES AS SUPPLIED BY TRUSS MANUFACTURER1. Trusses to be 24" O.C. 2. Attic access min 22 1/2" x 30" were most convenient. For all areas greater than 30"3. 9' ceilings with vaults where possible4. Install all trusses as per truss manufacturer installation guidelines.5. See layout for Pitch

ROOF FRAMINGSCALE 1/16"=1'

MAIN FLOOR FRAMINGSCALE 1/16"=1'

6

Roof Framing:

1. Fascia to be 2"x Douglas Fir.2. For soffit size see details.3. For spans and dimensions refer to floor plans.4. Trusses are to be an approved truss design from the truss manufacture's engineer. Install as per engineers specs5. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection.6. Solid blocking required between joists, rafters, and trusses over all bearing walls. Such blocking shall be 1 " minimum thickness and full depth of joists, rafters, or trusses.7. Minimum header sizes shall be according to the header size table unless otherwise noted.8. Basis of design roof live/snow load of 37 psf, and roof dead load of 15 psf.9. Plywood roof decking to be Min " thick, 24/0, CDX or 5/8 wafer.

11 7/8"" I-Joists 16"o.c Floor Joists.

Bearing Wall

REVISIONS

DATE

CHK'D BY

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CLIENT

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SHEET NO.

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General framing: (Douglas Fir)

1. Minimum header sizes shall be according to the following table unless otherwise noted.Header sizes (single story construction)2'-0" to 4'-0" Span 2-2x4's4' + to 6'-0" Span 2-2x6's6' + to 8'-0" Span 2-2x8's8' + to 10'-0" Span 2-2x10's10' + to 12'-0" Span 2-2x12'sHeader sizes (two story construction)2'-0" to 3'-0" Span 2-2x4's3' + to 5'-0" Span 2-2x6's5' + to 7'-0" Span 2-2x8's7' + to 8'-0" Span 2-2x10's

2. Brace all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the following:

a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud.b. Plywood sheathing of a minimum thickness of 3/8 inch.

3. Fire stopping:a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings,

stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. Firestopping shall consist of 2" nominal lumber.

b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials.4. CDX plywood is not approved where exposed to weather, i.e., roof overhangs.5. Exterior wall framing to be 2"x6" studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2"x4" studs at 24" o.c. and at bearing walls 2"x4" studs at 16" o.c. with double top plate.6. Shear wall to be 3/8" CDX plywood applied horizontally.7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place.8. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted.9. Nailing to be per current U.B.C. unless otherwise noted.10. All bearing partitions shall have double top plates.11. Structural glued laminated timbers to be stamped by an approved agency.12. Use redwood or pressure treated sole plates at all exterior walls.

Floor Framing:

1. All floor joist to be Douglas Fir #2 or T.J.I. @ 16" o.c. unless otherwise noted.2. For spans and dimensions refer to floor plans.3. Use Simpson H 2.5 hurricane anchors at each floor joist to bearing wall connection.4. Solid blocking between joists over all bearing walls, and midspans such blocking shall be 2" minimum thickness and full depth of joists.5. Minimum header sizes shall be according to the header size table unless otherwise noted.6. Basis of design: floor live load of 40 psf, and floor dead load of 15 psf.7. Floor decking to be " thick T & G wafer board.8. Joist hangers to be Simpson U210 or equal unless otherwise noted.9. Double joists and or double blocking at all interior walls.

FULL HOUSEFRAMING SECTION

SCALE 1/8"=1'


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REVISIONS

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C

CONCRETE WITH 1/2" EXPANSION

A

E

WITH 2 - 16d NAILS.

WITH 6 - 16d NAILS.

WITH 1" MIN. NOSING

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

BOLTS - ANCHORED TO FLOOR DECKING

F HANDRAIL/GUARDRAIL - FINAL STYLE, MATERIAL

E 2x6 LEDGER SECURED TO EACH STUD

B 2x6 KICK PLATE - ANCHORED TO

A 2x12 STRINGER -3 EACH REQUIRED

C 11x9/8" PARTICLE BOARD TREAD

D 1"x8" #2 PINE RISER

B NOSING OF TREAD

PASS THRU.

STAIRS AND ALONG STAIR WELL WALLS.

3. OPEN RAILING TO HAVE INTERMEDIATE

2. HANDRAILS TO BE 34" TO 38" ABOVE

THAT A SPHERE 4" ROUND CANNOT RAILS OR ORNAMENTAL PATTERN SUCH

STAIR DETAILG 5/8" TYPE "X" DRYWALL REQUIRED UNDER

1. GUARDRAILS TO BE 36" HIGH MIN.

3

0

4

0

D/W

3'-8"

5'-8"8' Wall

CABINET SCHEDULENUMBER QTY FLOOR DIMENSIONS DESCRIPTIONC01 1 1 93X18X84 " UTIL CABC02 1 1 54X18X84 " UTIL CABC03 1 1 36X36X36 " CRNR BASE CABC04 1 1 33X24X36 " BATH BASE CABC05 2 1 30X24X36 " KIT. BASE CABC06 1 1 30X27X36 " GAR. BASE CABC07 2 1 24X24X30 " CRNR WALL CABC08 1 1 12X12X30 " KIT. WALL CABC09 1 1 33X12X15 " KIT. WALL CABC10 1 1 66X18X84 " UTIL CABC11 1 1 36X24X36 " KIT. BASE CABC12 1 1 33X24X36 " KIT. BASE CABC13 2 1 36X24X36 " BATH BASE CABC14 1 0 24X24X36 " PEN BASE CAB


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8

Kitchen layout and cabinets to be chosen byhomeowner/Contractor basic layout for reference only. Measureafter sheetrock is installed for correct sizing.

SCALE 1/4"=1'

Cabinet Detail

STAIR DETAILS

STAIR SPECIFICATIONS1. Stairs to be constructed with the following materials: 2x6 kick plate anchor to concrete with expansion type anchor bolts, 2x12 treads nosing 1 1/8" minimum, 3-2x12 stringers required, 2x12 blocking, " wafer board risers and 2x6 ledger.2. Handrail/Guardrails final style, material and color to be owner's choice. Design to be per code.3. Guardrails to be 42" high minimum from floor.4. Handrails to be 34"-38" above tread nosing.5. Open railing to have intermediate rails or ornamental pattern such that a sphere 4" round cannot pass through.6. Minimum stair requirements: maximum 8" rise, minimum 42" width, minimum 9" run, minimum head clearance 6'-8".7. Preferred stair requirements: rise 7" to 7 ", run 11" to 12", minimum head clearance 7'-0".8. Garage entrance stairs may be concrete or wood as per contractor/homeowner

REVISIONS

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ELECTRICAL SCHEDULENUMBER QTY FLOOR DIMENSIONS DESCRIPTIONE01 6 0 16X16X4 " HALF DOMEE02 2 1 12X12X1 " EXHAUSTE03 22 1 16X16X4 " HALF DOMEE04 3 1 3X0X5 " 220VE05 34 1 3X0X5 " DUPLEXE06 1 1 3X1X5 " DUPLEX (WEATHERPROOF)E07 15 1 3X1X5 " SINGLE POLEE08 1 1 3X1X5 " DUPLEX (WEATHERPROOF) - COLOR LIGHT GRAY (MATTE)E09 12 1 3X1X5 " THREE WAYE10 5 1 6X9X13 " PORCH LANTERNE11 27 0 3X0X5 " DUPLEXE12 1 0 16X8X8 " HALF CONE - LIGHTING GREYE13 1 0 3X0X5 " GFCIE14 1 0 9X9X18 " CAGED LANTERNE15 2 0 3X1X5 " SINGLE POLEE16 1 0 16X16X4 " HALF DOME LIGHT - LIGHTING GREYE17 2 0 3X1X5 " THREE WAYE18 3 1 6X6X2 " SMOKE DETECTORE19 4 0 6X6X2 " SMOKE DETECTORE20 1 1 9X9X18 " CAGED LANTERNE21 3 1 16X16X4 " HALF DOME LIGHT - LIGHTING GREY

DN

Standard

Square

BD3636BD3636

Oval Spa

UD9384

x18

U

D

6

6

8

4

x

1

8

UD5484

x18

Standard 60" (right)

S

t

a

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d

a

r

d

B

D

3

3

3

6

B

S

3

0

3

6

x

2

7

CBD3636

BD3036

D/W

PBDL

2136

PBD

3336

B

S

3

6

3

6

B

D

3

0

3

6

Garage Door Opener

Garage Door Opener

WL1230 W3315

CW2430

C

W

2

4

3

0

DN

DN

SD

SD

SD

WP

3

33

3

3

3 3

33

WP

3

3

3


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07/18/2004

MAIN FLOOR ELECTRICAL PLANSCALE 1/8"=1'

Electrical Systems:1. Inspection is required prior to backfill of lines.2. Provide 20 ft. of No. 4 copper wire as ground electrode in foundation footing.3. Bond interior piping system with #8 bare copper.4. Provide main jumping bond with #4 bare copper.5. Electrical service is to be 200 amp service, 120/240 volt, 1 phase raintight, underground.6. Provide separate 20 amp circuits to washer.7. Provide 20 amp circuits to family and dining room, and a minimum of two 20 amp circuits to kitchen.8. Prewire for TV, telephone in kitchen, family room, living room, and in every bedroom.9. Install ground fault current interrupter on exterior, garage, kitchen, and bathroom convenience outlets.10. Bottom half of outlet controlled by switch when shown.11. All outlets in kitchen are to be at +44" excluding those for the refrigerator, range, disposal, and dishwasher.12. Maximum spacing of outlets shall not exceed 12 ft. along wall line and at any wall over

24" wide in all rooms except kitchen, bath, utility, and garage.13. Install light in walk-in closet 18" minimum horizontal from any shelf.14. Provide a ventilation fan capable of producing a change of air every 12 minutes for bath or utility.15. Provide smoke detector alarm conforming to Section 1210(A) U.B.C. and local building codes

in every bedroom and on each floor.16. CO2 Detector on each floor.

9

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WH

UP

SD

SD

SD

SD

3

3

GFCI

GARAGE30'-2" x 23'-4"

FAMILY25'-6" x 17'-2"

STORAGE15'-1" x 11'-2"

BATH10'-5" x 5'-4"

BEDROOM10'-11" x 10'-11"

UTILITY8'-7" x 7'-5"

STORAGE6'-7" x 8'-7"

BEDROOM10'-5" x 12'-3" BEDROOM

12'-0" x 14'-5"

C

TV

SD

WP

GFI

4

3

DESCRIPTIONSYMBOL

ELECTRICAL LEGEND

DOOR CHIME

EXHAUST FAN

SMOKE DETECTOR

THERMOSTAT

DOOR BELL PUSH BUTTON

TELEVISION JACKS

TELEPHONE JACKS

240V RECEPTACLE

110VFLOOR MOUNTEDDUPLEX RECEPTACLE

METER SOCKET

PANEL BOX

CEILING FAN W/ LIGHT

FLUORESCENT LIGHT FIXTURE

110V CEILING LIGHT FIXTURE

110V RECESSED LIGHT FIXTURE

110V EAVE LIGHT FIXTURE

110V CHANDILIER LIGHT FIXTURE

110V WALL LIGHT FIXTURE

SINGLE POLE SWITCH

THREE WAY SWITCH

FOUR WAY SWITCH

DIMMER SWITCH

OUTDOOR SWITCH

110V DUPLEX RECEPTACLE

110V DUPLEX RECEPTACLEGROUND FAULT INTERUPTED

110V DUPLEX RECEPTACLEW/ WEATHERPROOF COVER

T

FA FIRE ALARM PANEL

COMPUTER POINT

W

P

D

M

DC

BASEMENT ELECTRICAL PLANNote: Paper size D - 22 x 34 scale is as stated if printed on 11 x 17 B size scale is 1/2

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07/18/2004

10SCALE 1/8"=1'

Basement is to be unfinished soelectrical is to be done as minimumrequired for unfinished space. Allow Breaker box size and accessto allow for future basementcompletion

REVISIONS

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06A-1038TYPICAL SHEAR WALLN.T.S.

MANUFACTUREROMMENDED BYOTHERWISE REC-@ ENDS UNLESSEDGES & 1/8" GAPLEAVE 1/4" GAP @

WALL SCHEDULEO.C. IN FIELD U.N.O. ON SHEAR& SEAMS AND 10d NAILS @ 12"10d NAILS @ 6" O.C. AT EDGES

WALL FRAMING

SIDING MATERIAL

PARALLEL TO STUDSBRACING W/ LONG DIMENSIONPANEL SHEATHING USED AS CORNER

JOINTSDIMENSION ACROSS STUDS. STAGGER VERTICALCDX PLYWOOD SHEAR WALL INSTALLED W/ LONG

SEEFOOT

NOTE

NO.5

1/2" MIN.

FROM

CORNER

ONE #4REBAR INSHEAR CONE

NAILEDPORTION

13 1/2"

SINGLE POURRIM JOIST

INSTALLATION

Simpson Strong-TieHPAHD

ONE #4REBAR INSHEAR CONE

12" MINIMUMREBAR LENGTH

30" MINIMUMREBAR LENGTH

FROM EDGEDISTANCECORNER

OF STRAP TOCORNER

Simpson Strong-TieHPAHD

SINGLE POURCORNER

INSTALLATION

HD1 = HPAHD22 Simpson Hold DownsHD2 = STHD14RJ Simpson Hold Downs

J-BAR DOWELS TO MATCHVERTICAL REBAR SPACING.

FOUNDATION WALL. WITHEXTENDED 24" MIN. INTO

6" MIN. HOOK

HORIZONTAL REBAR # 4@24" O.C. W/FIRST BAR

& LAST BAR 4" BELOW TOP

2- #4 REBAR CONTINUOUS

OF FOUNDATION WALL.

PLACED 4" ABOVE FOOTING

COMPACTED SOIL

4" CONC. SLAB

4" COMPACTED GRAVELVERT. #4 REBAR@ 24" O.C.

GRADE 2 % MIN. SLOPE

8" MIN. THICKNESSCONCRETE WALL

@32" MAX. SPACING. BOLTSSHALL BE EMBEDDED 7" MIN.

GARAGE WALL SECTION

8

"

1/2"X10" FOUNDATION BOLTS


4" CONC. SLAB

20"X10" CONC. FOOTING

BEARING WALL SECTION

@24 O.C.VERTICAL REBAR #4

6" MIN. HOOKFOUNDATION WALL. WITH

EXTENDED 24" MIN. INTOVERTICAL REBAR SPACING.

J-BAR DOWELS TO MATCH

PLACED 4" ABOVE FOOTING

HORIZONTAL REBAR # 4@24" O.C. W/FIRST BAR

& LAST BAR 4" BELOW TOPOF FOUNDATION WALL.

@32" MAX. SPACING. BOLTSSHALL BE EMBEDDED 7" MIN.

4" GRAVEL

8" MIN. THICKNESS

4" CONC. SLAB

COMPACTED SOIL


GRADE 2 % MIN. SLOPE

10"X20" CONC. FOOTINGS

BASEMENT WALL SECTION

9

'

-

0

"

8

"

SeeElevationviews

GRADE

12

SCALE:NO SCALE

ONE STORY WALL SECTION STANDARD PLATFORM FRAMING

ASPHALT SHINGLES ROOFING MATERIAL

30# ROOFING PAPER

5/8" Min ROOF DECKING

ENGINEERED TRUSSES

VENT PER CODE VENTILATION

METAL DRIP EDGE

RAIN GUTTERS

2 x 6 SUB FASCIA

12" METAL FASCIA

1 FT. OVERHANG

METAL VENTED SOFFIT

EXT. WALL FINISH AS PER ELEVATIONS

TYVEK HOUSE WRAP

7/16 MIN WALL SHEATHING

2 x 6 FRAMING 16 O.C.FINISH FLOOR

3/4 T&G SUB FLOOR

1 3/4 x 11 7/8" I-JOISTS OR EQUIV

R19 JOIST INSULATION

A-307 ANCHOR BOLTS 2 x 6 TREATED SILL PLATE

FOAM SILL SEAL

6" MIN TO GRADE HEIGHT

WATERPROOFING TO GRADE

8" FOUNDATION WALL

A-615 RE-BAR 24" OC VERT & HOR

4" DRAIN TILE

10" x 20" MINCONCRETE FOOTING

A-615 RE-BAR

R38 ATTIC INSULATION

ENGINEERED TRUSSES 24" O.C

R19 WALL INSULATION

VAPOR BARRIER

SHEETROCK WALL FINISH

2 x 4 WALL FRAMING

R13 WALL INSULATION

VAPOR BARRIER

SHEETROCK WALL FINISH

4" CONCRETE FLOOR

WIRE MESH

VAPOR BARRIER

4" GRAVEL FILL

80" TOP WINDOW HEIGHT(FROM SUB FLOOR)

9' ROOM HEIGHT(FROM SUB FLOOR TO FRAMING)

8'-8" ROOM HEIGHT(FROM SLAB TO FRAMING)

9'

8'


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07/18/2004

11

Beam Calculations

1 of 3

BEAM AND FLOOR CALCULATIONS Floor Joist[ 2000 International Residential Code (97 NDS) ] Ver: 5.05 Project: - Location: Floor Joists Summary: 1.5 IN x 11.25 IN x 18.0 FT @ 16 O.C. / Select Structural - Douglas Fir-Larch - Dry Use Section Adequate By: 17.2% Controlling Factor: Moment of Inertia / Depth Required 10.67 In Center Span Deflections: Dead Load: DLD-Center= 0.14 IN Live Load: LLD-Center= 0.37 IN = L/580 Total Load: TLD-Center= 0.51 IN = L/422 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 480 LB Dead Load: DL-Rxn-A= 180 LB Total Load: TL-Rxn-A= 660 LB Bearing Length Required (Beam only, Support capacity not checked):BL-A=0.70IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 480 LB Dead Load: DL-Rxn-B= 180 LB Total Load: TL-Rxn-B= 660 LB Bearing Length Required (Beam only, Support capacity not checked):BL-B=0.70IN Joist Data: Center Span Length: L2= 18.0 FT Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Floor Loading: Live Load: LL-2= 40.0 PSF Dead Load: DL-2= 15.0 PSF Total Load: TL-2= 55.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 73 PLF Properties For: Select Structural- Douglas Fir-Larch Bending Stress: Fb= 1500 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1725 PSI Adjustment Factors: Cd=1.00 Cf=1.00 Cr=1.15 Fv': Fv'= 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 2970 FT-LB 9.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 660 LB At left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 20.66 IN3 S= 31.64 IN3 Area (Shear): Areq= 10.42 IN2 A= 16.88 IN2 Moment of Inertia (Deflection): Ireq= 151.91 IN4 I= 177.98 IN4 Combination Roof and Floor Beam[ 2000 International Residential Code (97 NDS) ] Ver: 5.05 Project: - Location: 16 Garage Door Header Summary: ( 2 ) 1.75 IN x 14.0 IN x 14.0 FT / Versa-Lam 2800 Fb DF - Boise Cascade Section Adequate By: 42.0% Controlling Factor: Section Modulus / Depth Required 12.36 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.14 IN Live Load: LLD= 0.32 IN = L/524 Total Load: TLD= 0.47 IN = L/361 Reactions (Each End): Live Load: LL-Rxn= 4160 LB Dead Load: DL-Rxn= 1872 LB Total Load: TL-Rxn= 6032 LB Bearing Length Required (Beam only, Support capacity not checked):BL=1.92IN Beam Data: Span: L= 14.0 FT Maximum Unbraced Span: Lu= 1.5 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 7.81 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading:

Beam Calculations

2 of 3

Floor Live Load-Side One: FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= 15.0 PSF Floor Tributary Width-Side One: FTW1= 9.0 FT Floor Live Load-Side Two: FLL2= 40.0 PSF Floor Dead Load-Side Two: FDL2= 15.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 234 PLF Roof Uniform Dead Load (Adjusted for roof pitch):wD-roof=117PLF Floor Uniform Live Load: wL-floor= 360 PLF Floor Uniform Dead Load: wD-floor= 135 PLF Beam Self Weight: BSW= 15 PLF Combined Uniform Live Load: wL= 594 PLF Combined Uniform Dead Load: wD= 252 PLF Combined Uniform Total Load: wT= 862 PLF Controlling Total Design Load: wT-cont= 862 PLF Properties For: Versa-Lam 2800 Fb DF- Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb' (Tension): Fb'= 3146 PSI Adjustment Factors: Cd=1.15 Cl=0.99 Cf=0.98 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 21113 FT-LB 7.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 6032 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 80.53 IN3 S= 114.33 IN3 Area (Shear): Areq= 27.61 IN2 A= 49.00 IN2 Moment of Inertia (Deflection): Ireq= 550.29 IN4 I= 800.33 IN4 Combination Roof and Floor Beam[ 2000 International Residential Code (97 NDS) ] Ver: 5.05 Project: 9'Door - Location: 9' Garage Door Header Summary: ( 2 ) 1.75 IN x 11.875 IN x 9.0 FT / Versa-Lam 2800 Fb DF - Boise Cascade Section Adequate By: 25.9% Controlling Factor: Area / Depth Required 10.2 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.17 IN = L/638 Total Load: TLD= 0.24 IN = L/446 Reactions (Each End): Live Load: LL-Rxn= 5040 LB Dead Load: DL-Rxn= 2172 LB Total Load: TL-Rxn= 7212 LB Bearing Length Required (Beam only, Support capacity not checked):BL=2.29IN Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu= 1.5 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Roof Loading: Roof Live Load-Side One: RLL1= 40.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 14.0 FT Roof Live Load-Side Two: RLL2= 40.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 14.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= 15.0 PSF Floor Tributary Width-Side One: FTW1= 0.0 FT Floor Live Load-Side Two: FLL2= 40.0 PSF Floor Dead Load-Side Two: FDL2= 15.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 1120 PLF Roof Uniform Dead Load (Adjusted for roof pitch):wD-roof=470PLF Floor Uniform Live Load: wL-floor= 0 PLF Floor Uniform Dead Load: wD-floor= 0 PLF Beam Self Weight: BSW= 13 PLF Combined Uniform Live Load: wL= 1120 PLF Combined Uniform Dead Load: wD= 470 PLF Combined Uniform Total Load: wT= 1603 PLF Controlling Total Design Load: wT-cont= 1603 PLF Properties For: Versa-Lam 2800 Fb DF- Boise Cascade Bending Stress: Fb= 2800 PSI

Beam Calculations

3 of 3

Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb' (Tension): Fb'= 3207 PSI Adjustment Factors: Cd=1.15 Cl=0.99 Cf=1.00 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 16226 FT-LB 4.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 7212 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 60.71 IN3 S= 82.26 IN3 Area (Shear): Areq= 33.00 IN2 A= 41.56 IN2 Moment of Inertia (Deflection): Ireq= 275.52 IN4 I= 488.41 IN4

_________________Permit Number

_________________MECcheck Compliance Report Checked By/Date 1995 MECMECcheck Software Version 3.3 Release 1bData filename: B:\clay & Mandy Davis\clay.cck

TITLE: Clay Davis Providence

CITY: LoganSTATE: UtahHDD: 7389CONSTRUCTION TYPE: Single Family

DATE: 06/29/04DATE OF PLANS: June 29, 2004

COMPLIANCE: Passes

Maximum UA = 333Your Home = 3271.8% Better Than Code

Gross GlazingArea or Cavity Cont. or DoorPerimeter R-Value R-Value U-Factor UA

Ceiling 1: Flat Ceiling or Scissor Truss 1602 0.0 38.0 40Wall 1: Wood Frame, 16" o.c. 1351 0.0 19.0 88Window 1: Vinyl Frame, Double Pane with Low-E 152 0.350 53Door 1: Solid 134 0.350 47Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0' bg/8.0' insul 1351 0.0 13.0 64Window 2: Vinyl Frame, Double Pane with Low-E 80 0.350 28Door 2: Solid 21 0.350 7Furnace 1: Forced Hot Air, 90 AFUEAir Conditioner 2: Electric Central Air, 10 SEER

COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in MECcheck Version 3.3 Release 1b and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist.

Builder/Designer___________________________________________ Date_______________

MECcheck Inspection Checklist1995 MECMECcheck Software Version 3.3 Release 1b

DATE: 06/29/04

TITLE: Clay Davis Providence

Bldg. |Dept. |Use | | | Ceilings:[ ] | 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 continuous insulation

| Comments: ______________________________________________________________ | | Above-Grade Walls:[ ] | 1. Wall 1: Wood Frame, 16" o.c., R-19.0 continuous insulation

| Comments: ______________________________________________________________ | | Basement Walls:[ ] | 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0' bg/8.0' insul,

| R-13.0 continuous insulation| Comments: ______________________________________________________________

| | Windows:[ ] | 1. Window 1: Vinyl Frame, Double Pane with Low-E, U-factor: 0.350

| For windows without labeled U-factors, describe features:| # Panes____ Frame Type____________ Thermal Break? [ ] Yes [ ] No| Comments: ______________________________________________________________

[ ] | 2. Window 2: Vinyl Frame, Double Pane with Low-E, U-factor: 0.350| For windows without labeled U-factors, describe features:| # Panes____ Frame Type____________ Thermal Break? [ ] Yes [ ] No| Comments: ______________________________________________________________

| | Doors:[ ] | 1. Door 1: Solid, U-factor: 0.350

| Comments: ______________________________________________________________[ ] | 2. Door 2: Solid, U-factor: 0.350

| Comments: ______________________________________________________________|| Heating and Cooling Equipment:

[ ] | 1. Furnace 1: Forced Hot Air, 90 AFUE or higher | Make and Model Number __________________________________________[ ] | 2. Air Conditioner 2: Electric Central Air, 10 SEER or higher | Make and Model Number __________________________________________ |

| Air Leakage:[ ] | Joints, penetrations, and all other such openings in the building envelope that are sources of air

| leakage must be sealed.[ ] | Recessed lights must be Type IC rated and installed with no penetrations, or Type IC or non-IC

| rated installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible| materials and 3" clearance from insulation.

| | Vapor Retarder:[ ] | Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. | | Materials Identification:[ ] | Materials and equipment must be identified so that compliance can be determined. [ ] | Manufacturer manuals for all installed heating and cooling equipment and service water heating | equipment must be provided.[ ] | Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on

| the building plans or specifications. | | Duct Insulation:[ ] | Ducts in unconditioned spaces must be insulated to R-5. | Ducts outside the building must be insulated to R-8.0. | | Duct Construction:[ ] | All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used

| for fibrous ducts. Duct tape is not permitted. [ ] | The HVAC system must provide a means for balancing air and water systems. | | Temperature Controls:[ ] | Thermostats are required for each separate HVAC system. A manual or automatic means to

| partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. |

| Circulating Hot Water Systems:[ ] | Insulate circulating hot water pipes to the levels in Table 1. | | Swimming Pools:[ ] | All heated swimming pools must have an on/off heater switch and require a cover unless over 20%

| of the heating energy is from non-depletable sources. Pool pumps require a time clock.|| Heating and Cooling Piping Insulation:

[ ] | HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the| levels in Table 2.

Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes

Heated Water Non-Circulating Runouts Circulating Mains and RunoutsTemperature ( F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"170-180 0.5 1.0 1.5 2.0140-160 0.5 0.5 1.0 1.5100-130 0.5 0.5 0.5 1.0

Table 2: Minimum Insulation Thickness for HVAC Pipes.Fluid Temp. Insulation Thickness in Inches by Pipe Sizes

Piping System Types Range ( F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5

NOTES TO FIELD (Building Department Use Only)

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ID Sub Cat Flr Size Description Count Extra Unit Price Tot Cost1 General2 GN1 0 36 high wall 8" Concrete Stem Wall 33 0 ft3 GN2 0 104 high wall Frame-3 1/2 27 0 ft4 GN3 0 108 high wall 8" Concrete Stem Wall 18 0 ft5 GN4 0 106 1/2 high wall 8" Concrete Stem Wall 136 0 ft6 GN5 0 94 1/2 high wall 8" Concrete Stem Wall 31 0 ft7 GN6 0 34 1/2 high wall 8" Concrete Stem Wall 24 0 ft8 GN7 0 82 high wall Frame-3 1/2 1 0 ft9 GN8 0 108 high wall Frame-3 1/2 15 0 ft

10 GN9 0 36 high wall Frame-3 1/2 10 0 ft11 GN10 0 108 high wall Interior-4 32 0 ft12 GN11 0 18W18D Trapezoid 4 013 GN12 1 108 high wall Siding-6 137 0 ft14 GN13 1 137 1/8 high wall Copy of Stucco-6 18 0 ft15 GN14 1 108 high wall Copy of Stucco-6 38 0 ft16 GN15 1 82 15/16 high wall Copy of Stucco-6 11 0 ft17 GN16 1 108 high wall Stucco-6 2 0 ft18 GN17 1 108 high wall Interior-4 131 0 ft19 GN18 1 130 high wall Fire-6 6 0 ft20 GN19 1 133 1/2 high wall Fire-6 31 0 ft21 GN20 1 120 high wall Interior-4 8 0 ft22 GN21 1 heated ceiling area 2344.00 0.00 sq ft23 GN22 1 heated wall area 1347.00 0.00 sq ft24 GN23 1 heated glass area 140.00 0.00 sq ft25 GN24 1 heated door area 40.00 0.00 sq ft26 GN25 2 82 1/4 high wall Copy of Stucco-6 6 0 ft27 GN26 2 1 7/16 high wall Copy of Stucco-6 20 0 ft28 GN27 2 103 9/16 high wall Copy of Stucco-6 26 0 ft29 GN28 2 30 15/16 high wall Copy of Stucco-6 18 0 ft30 Subtotal: 31 Foundation32 FO1 0 8" thick Concrete Grey 38.93 0.00 cu yd33 FO2 0 1/2x6" foam sill seal 289 0 ft34 FO3 0 foundation bolts 64 035 FO4 0 18x8"h concrete footing 8.98 0.00 cu yd36 FO5 0 no. 4 rebar (footing) 577 0 ft37 FO6 0 no. 4 horiz. rebar (wall) 3696 0 ft38 FO7 0 no. 4 vert. rebar (wall) 1510 0 ft39 FO8 0 16x8"h concrete footing 1.54 0.00 cu yd40 FO9 0 4x8" foundation girder 10 0 ft41 FO10 0 2165 sq ft concrete slab 26.73 0.00 cu yd42 FO11 0 2165 sq ft steel mesh for slab 2165.00 0.00 sq ft43 Subtotal: 44 Subfloor45 SF1 1 4'x8'x3/4" Sheet Plywood 49 046 SF2 1 2x6"-16'+ mudsill - lumber 191 0 ft47 SF3 1 2x12"-16'+ rim joists - lumber 228 0 ft48 SF4 1 2x12"-12' rim joists - lumber 1 049 SF5 1 2x12"-10' rim joists - lumber 1 050 SF6 1 2x12"-30' floor joists - lumber 18 051 SF7 1 2x12"-22' floor joists - lumber 6 052 SF8 1 2x12"-28' floor joists - lumber 4 053 SF9 1 2x12"-36' floor joists - lumber 9 054 SF10 1 2x12"-16'+ mudsill - lumber 178 0 ft55 SF11 1 2x12"-16'+ floor joists - lumber 44 0 ft56 SF12 1 2x6"-16'+ ceiling joists - lumber 14 0 ft57 SF13 1 2x6"-12' ceiling joists - lumber 2 058 SF14 1 2x6"-18' ceiling joists - lumber 7 059 SF15 1 2x6"-24' ceiling joists - lumber 9 060 SF16 1 2x6"-36' ceiling joists - lumber 9 061 SF17 1 2x6"-30' ceiling joists - lumber 15 062 Subtotal: 63 Framing64 F1 0 2x4-16ft+ fir plate 263 0 ft65 F2 0 2x4"-99 1/2" fir stud 25 066 F3 0 4x12" door/window header 28 0 ft67 F4 0 2x4"-77 1/2" fir stud 6 068 F5 0 2x4"-87 1/2" fir stud 2 069 F6 0 2x4"-103 1/2" fir stud 42 070 F7 0 2x4-31 1/2" Framing Fir Stud 16" OC 10 071 F8 0 2x4-16ft+ fir stud stock 51 0 ft72 F9 0 2x6-16ft+ header - lumber 11 0 ft73 F10 0 2x11-16ft+ header - lumber 11 0 ft74 F11 1 2x6-16ft+ fir plate 960 0 ft75 F12 1 2x6"-103 1/2" fir stud 70 076 F13 1 2x6-16ft+ fir stud stock 938 0 ft77 F14 1 2x4"-103 1/2" fir stud 150 078 F15 1 2x12-16ft+ header - lumber 116 0 ft79 F16 1 2x6-16ft+ header - lumber 82 0 ft80 F17 1 2x6"-84 3/4" fir stud 20 081 F18 1 2x6"-10 3/4" fir stud 8 082 F19 1 2x4"-84 3/4" fir stud 2 083 F20 1 2x4-16ft+ header - lumber 16 0 ft84 F21 1 2x11-16ft+ header - lumber 37 0 ft85 F22 1 2x7-16ft+ header - lumber 138 0 ft86 F23 1 1" thick Stone Cobblefield Grey 193.00 0.00 sq ft87 F24 1 2x6"-101 1/2" fir stud 6 088 F25 1 2x4"-101 1/2" fir stud 1 089 F26 1 2x6"-61 15/16" fir stud 12 090 F27 1 2x6"-8 1/4" fir stud 24 0

ID Sub Cat Flr Size Description Count Extra Unit Price Tot Cost91 F28 1 2x6"-35 3/4" fir stud 4 092 F29 1 2x6"-50 5/8" fir stud 6 093 F30 1 2x4-16ft+ fir plate 409 0 ft94 F31 1 2x4"-16 3/4" fir stud 7 095 F32 1 2x4"-18 1/2" fir stud 12 096 F33 1 2x4-16ft+ fir stud stock 162 0 ft97 F34 1 2x6"-125 1/2" fir stud 4 098 F35 1 2x6"-127 1/2" fir stud 8 099 F36 1 2x6"-7 1/2" fir stud 1 0100 F37 1 2x4"-20 1/2" fir stud 3 0101 F38 1 2x6"-12 3/4" fir stud 4 0102 F39 2 2x6-16ft+ fir plate 203 0 ft103 F40 2 2x6"-75 5/16" fir stud 6 0104 F41 2 2x6"-51 5/16" fir stud 1 0105 F42 2 2x6--3" Framing Fir Stud 16" OC 20 0106 F43 2 2x6-16ft+ fir stud stock 175 0 ft107 F44 2 2x4-16ft+ header - lumber 4 0 ft108 F45 2 2x6"-25 7/16" fir stud 9 0109 Subtotal: 110 Siding111 S1 0 4'x8'x1/2" Sheet Sheetrock 10 0112 S2 1 7" wide Siding Aluminum Tan 2260 0 ft113 S3 1 4'x8'x5/8" Sheet Plywood-hrz 57 0114 S4 1 1 1/8" thick Siding Stucco 9.00 0.00 sq ft115 S5 1 house wrap 5982.00 0.00 sq ft116 S6 2 1 1/8" thick Siding Stucco 212.00 0.00 sq ft117 S7 2 4'x8'x5/8" Sheet Plywood-hrz 7 0118 Subtotal: 119 Ext Trim120 EX1 0 1x4-16ft+ exterior sill 25 0 ft121 EX2 0 1x4-16ft+ ext. window casing 70 0 ft122 EX3 0 1x4-16ft+ ext. door casing 17 0 ft123 EX4 0 1x8-36" door threshold 1 0124 EX5 0 8 in ext. door jamb 17 0 ft125 EX6 0 6" thick Concrete Grey 0.14 0.00 cu yd126 EX7 0 24" thick Concrete Grey 0.74 0.00 cu yd127 EX8 0 4" thick - concrete grey 0.22 0.00 cu yd128 EX9 1 1x4-16ft+ exterior sill 45 0 ft129 EX10 1 1x4-16ft+ ext. window casing 215 0 ft130 EX11 1 1x4-16ft+ ext. door casing 55 0 ft131 EX12 1 1x8-36" door threshold 1 0132 EX13 1 8 in ext. door jamb 17 0 ft133 EX14 1 1x4-16ft+ garage door casing 55 0 ft134 EX15 1 8 in garage door jamb 55 0 ft135 EX16 1 1x7-72" door threshold 1 0136 EX17 1 7 in ext. door jamb 38 0 ft137 EX18 1 1x7-36" door threshold 1 0138 EX19 1 Stone Cobblefield Grey 78.00 0.00 sq ft139 Subtotal: 140 Roofing141 R1 1 2x8"-16'+ ridge board - lumber 205 0 ft142 R2 1 2x8"-14' ridge board - lumber 1 0143 R3 1 2x8"-16' ridge board - lumber 2 0144 R4 1 2x8"-10' ridge board - lumber 1 0145 R5 1 2x8"-24' rafters - lumber 1 0146 R6 1 2x6"-16'+ rafters - lumber 186 0 ft147 R7 1 2x8"-16'+ rafters - lumber 28 0 ft148 R8 1 2x8"-22' rafters - lumber 1 0149 R9 1 2x8"-12' rafters - lumber 4 0150 R10 1 2x8"-10' rafters - lumber 1 0151 R11 1 2x6"-16' rafters - lumber 11 0152 R12 1 2x6"-14' rafters - lumber 22 0153 R13 1 2x6"-12' rafters - lumber 16 0154 R14 1 2x6"-10' rafters - lumber 10 0155 R15 1 2x8"-18' rafters - lumber 1 0156 R16 1 2x4"-16'+ rafters - lumber 19 0 ft157 R17 1 2x8"-14' rafters - lumber 2 0158 R18 1 2x8"-16' rafters - lumber 3 0159 R19 1 2x6"-20' rafters - lumber 10 0160 R20 1 2x6"-22' rafters - lumber 4 0161 R21 1 2x6"-18' rafters - lumber 8 0162 R22 1 2x8"-46' rafters - lumber 2 0163 R23 1 2x6"-26' rafters - lumber 10 0164 R24 1 2x6"-24' rafters - lumber 2 0165 R25 1 2x8"-54' rafters - lumber 1 0166 R26 1 valley flashing 54 0 ft167 R27 1 90 deg. bend roof/wall flashing 3 0 ft168 R28 1 bend to slope roof/wall flashing 10 0 ft169 R29 1 ridge cap 49 0 ft170 R30 1 hip ridge cap 125 0 ft171 R31 1 Roofing Dimensional Comp. 3226.00 0.00 sq ft172 R32 1 4x8' sheets roof sheathing 101 0173 R33 1 2x8" gable fascia 93 0 ft174 R34 1 2x8" eave fascia 260 0 ft175 R35 1 metal drip edge 353 0 ft176 R36 1 gutter 260 0 ft177 R37 1 downspout 12 0178 Subtotal: 179 Insulation180 IN1 1 12x24x48" batts ceiling insulation 293 0

ID Sub Cat Flr Size Description Count Extra Unit Price Tot Cost181 IN2 1 6x16x93" batts wall insulation 124 0182 Subtotal: 183 Flooring184 FL1 0 landing floor 24.00 0.00 sq ft185 FL2 1 12x12x1/4 Tile Tan 901 0186 FL3 1 2 1/4" wide Flooring Oak-Golden 2469 0 ft187 FL4 1 5 1/2" wide Deck Plank 2x6 549 0 ft188 Subtotal: 189 Wall Brd190 WB1 0 4'x8'x1/2" Sheet Sheetrock 9 0191 WB2 0 Color Bone White 2109.00 0.00 sq ft192 WB3 0 4'x8'x3/4" Sheet Sheetrock 67 0193 WB4 0 4'x8'x1/2" (wp) - sheet sheetrock 1 0194 WB5 1 4'x8'x1/2" Sheet Sheetrock 151 0195 WB6 1 4'x8'x5/8" Sheet Plywood-hrz 6 0196 WB7 1 4'x8'x5/8" Sheet Sheetrock 13 0197 WB8 1 Color Bone White 2120.00 0.00 sq ft198 WB9 1 4'x8'x3/4" Sheet Sheetrock 98 0199 WB10 1 4'x8'x1/2" (wp) - sheet sheetrock 6 0200 WB11 2 4'x8'x1/2" Sheet Sheetrock 7 0201 Subtotal: 202 Windows203 W1 0 48x42 left sliding 5 0204 W2 0 24x36 double hung 1 0205 W3 1 36x48 awning 1 0206 W4 1 58x92 1/4-mu mulled unit 1 0207 W5 1 88x92 1/4-mu mulled unit 1 0208 W6 1 14x76 fixed glass 2 0209 W7 1 68x18 fixed glass 1 0210 W8 1 48x36 fixed glass 1 0211 W9 1 48x48 right sliding 1 0212 W10 1 36x60 double hung 2 0213 W11 1 40x72 fixed glass 2 0214 W12 1 48x42 right sliding 1 0215 W13 1 24x30 double hung 1 0216 W14 2 20x20 24x24 Octagon 2 0217 Subtotal: 218 Doors219 D1 0 handle: Lever (decorative) 1 0220 D2 0 handle: Exterior Handle (ext.) 1 0221 D3 0 lock: Dead Bolt (interior) 1 0222 D4 0 lock: Dead Bolt (exterior) 1 0223 D5 0 hinge: hidden 7 0224 D6 0 36x80x1 3/4R ext. hinged-glass 1 0225 D7 0 30x80x1 3/8L 3 Panel Door - color brite white 2 0226 D8 0 30x80 bifold 1 0227 D9 1 36x80x1 3/4R ext. 6-Panel 1 0228 D10 1 handle: Lever (decorative) 4 0229 D11 1 handle: Exterior Handle (ext.) 4 0230 D12 1 lock: Dead Bolt (interior) 4 0231 D13 1 lock: Dead Bolt (exterior) 4 0232 D14 1 hinge: hidden 26 0233 D15 1 192x96 garage 4-Panel (long) 1 0234 D16 1 108x84 garage 2-Panel 1 0235 D17 1 24x80 bifold 1 0236 D18 1 30x80x1 3/8L 3 Panel Door - color brite white 2 0237 D19 1 36x80x1 3/8L 3 Panel Door - color brite white 1 0238 D20 1 30x80x1 3/8R 3 Panel Door - color brite white 3 0239 D21 1 20x80x1 3/8R 3 Panel Door - color brite white 1 0240 D22 1 46x80 bifold 1 0241 D23 1 30x80x1 3/8 pocket 1 0242 D24 1 36x80x1 3/4R ext. hinged-glass 1 0243 D25 1 36x80x1 3/4L ext. hinged-glass 1 0244 D26 1 36x80x1 3/4L ext. 6-Panel 1 0245 Subtotal: 246 Cabinets247 C1 1 21W1D RP-2-REC 36 0248 C2 1 hidden cab. hinge 72 0249 C3 1 BD3336 bath base cab 2 0250 C4 1 31x6" bath cab. drawer 2 0251 C5 1 countertop - countertop pepper 18.00 0.00 sq ft252 C6 1 front cap (bath) 11 0 ft253 C7 1 backsplash (bath) 8 0 ft254 C8 1 BD3636 bath base cab 1 0255 C9 1 34x6" bath cab. drawer 1 0256 C10 1 UD9384x18 util cab 1 0257 C11 1 BLUD6484x18 util cab 1 0258 C12 1 UD5484x18 util cab 1 0259 C13 1 BS3036x27 gar. base cab 1 0260 C14 1 28x6" utility cab. drawer 1 0261 C15 1 countertop - countertop pepper 6.00 0.00 sq ft262 C16 1 front cap (utility) 5 0 ft263 C17 1 backsplash (utility) 2 0 ft264 C18 1 CBD3636 crnr base cab 2 0265 C19 1 10 1/4x6" kit. cab. drawer 4 0266 C20 1 countertop - countertop pepper 43.00 0.00 sq ft267 C21 1 front cap (kit.) 35 0 ft268 C22 1 backsplash (kit.) 16 0 ft269 C23 1 BD3036 kit. base cab 1 0270 C24 1 28x6" kit. cab. drawer 1 0

ID Sub Cat Flr Size Description Count Extra Unit Price Tot Cost271 C25 1 countertop - countertop pepper 12.00 0.00 sq ft272 C26 1 countertop front cap 9 0 ft273 C27 1 PBDR2136 pen base cab 1 0274 C28 1 19x6" kit. cab. drawer 1 0275 C29 1 PBD3336 pen base cab 1 0276 C30 1 31x6" kit. cab. drawer 1 0277 C31 1 BS3636 kit. base cab 1 0278 C32 1 34x6" kit. cab. drawer 1 0279 C33 1 backsplash 5 0 ft280 C34 1 CW2430 crnr wall cab 2 0281 C35 1 W3315 kit. wall cab 1 0282 C36 1 WR1230 kit. wall cab 1 0283 Subtotal: 284 Int Trim285 T1 0 1x4-16ft+ window apron 25 0 ft286 T2 0 1x4-16ft+ sill 25 0 ft287 T3 0 1x4-16ft+ interior casing 194 0 ft288 T4 0 4 in interior jamb 53 0 ft289 T5 0 41 5/8x11 3/4-1" stair tread 2 0290 T6 0 41 5/8x7 3/4" riser 2 0291 T7 0 42 5/8x11 3/4-1" stair tread 6 0292 T8 0 42 5/8x7 3/4" riser 6 0293 T9 0 2" wide int. railing 388 0 in294 T10 0 1 3/16" diam. square baluster 23 0295 T11 0 8 treads stair stringer 2 0296 T12 0 42 3/8x11 3/4-1" stair tread 5 0297 T13 0 42 3/8x7 3/4" riser 5 0298 T14 0 5 treads stair stringer 2 0299 T15 0 2x10" landing joists - fir 28 0 ft300 T16 0 1x8" landing rim trim 21 0 ft301 T17 0 2" square newel 2 0302 T18 1 1x4-16ft+ window apron 45 0 ft303 T19 1 1x4-16ft+ sill 45 0 ft304 T20 1 1x4-16ft+ interior casing 616 0 ft305 T21 1 4 in interior jamb 155 0 ft306 T22 1 7 in interior jamb 17 0 ft307 T23 1 4 1/2" wide int. railing 92 0 in308 T24 1 4 1/2" wide railing shoe 92 0 in309 T25 1 1 1/2" diam. square baluster 42 0310 T26 1 4 1/2" square newel 1 0311 T27 1 4 1/2" square half newel 1 0312 T28 1 3 1/2" wide int. railing 152 0 in313 T29 1 3 1/2" wide railing shoe 152 0 in314 T30 1 4" square newel 3 0315 T31 1 4" square half newel 2 0316 T32 1 81 1/16x9 7/8-1" stair tread 2 0317 T33 1 81 1/16x7" riser 2 0318 T34 1 2 treads stair stringer 2 0319 T35 1 38x11 5/16-1" stair tread 11 0320 T36 1 2" wide int. railing 308 0 in321 T37 1 1 3/16" diam. square baluster 44 0322 T38 1 11 treads stair stringer 2 0323 T39 1 1x6-16ft+ base molding 413 0 ft324 Subtotal: 325 Fixtures326 FX1 0 31W34D Standard 1 0327 FX2 0 24W19D Free Standing (rect) 1 0328 FX3 0 36W36D Corner Shower [36W36D] 1 0329 FX4 1 31W34D Standard 2 0330 FX5 1 49W36D Square 1 0331 FX6 1 14W14D 14" Round 2 0332 FX7 1 60W36D Oval Spa 1 0333 FX8 1 60W32D Standard 60" (right) 1 0334 FX9 1 23W22D Single Sink [23W] 1 0335 FX10 1 32W21D Double 32" 1 0336 FX11 1 12W108D Garage Door Opener 2 0337 Subtotal: 338 Appliance339 A1 0 22W29D Gas Furnace [22W29D] 1 0340 A2 0 20W20D Water Heater 40G 1 0341 A3 1 28W27D Dryer (gas) 1 0342 A4 1 26W27D Washer 1 0343 A5 1 36W31D Side-by-Side 1 0344 A6 1 24W22D Dishwasher [24] 1 0345 A7 1 28W22D Elec 30" 1 0346 Subtotal: 347 Electrical348 E1 0 wall mount Duplex 27 0349 E2 0 wall mount Three Way 2 0350 E3 0 wall mount Caged Lantern 1 0351 E4 0 wall mount Single Pole 2 0352 E5 0 wall mount Half Cone - lighting grey 1 0353 E6 0 wall mount GFCI 1 0354 E7 0 ceiling mount Half Dome 6 0355 E8 0 ceiling mount Smoke Detector 4 0356 E9 0 ceiling mount Half Dome Light - lighting grey 1 0357 E10 1 wall mount 220V 3 0358 E11 1 wall mount Duplex 32 0359 E12 1 wall mount Duplex (weatherproof) 1 0360 E13 1 wall mount Porch Lantern 5 0

ID Sub Cat Flr Size Description Count Extra Unit Price Tot Cost361 E14 1 wall mount Single Pole 14 0362 E15 1 wall mount Three Way 10 0363 E16 1 wall mount Duplex (weatherproof) - color light gra 1 0364 E17 1 wall mount Caged Lantern 1 0365 E18 1 ceiling mount Half Dome 22 0366 E19 1 ceiling mount Exhaust 2 0367 E20 1 ceiling mount Half Dome Light - lighting grey 3 0368 E21 1 ceiling mount Smoke Detector 3 0369 Subtotal: 370 Hardware371 H1 1 bath cab drawer glide 2 0372 H2 1 kit. cab drawer glide 10 0373 Subtotal: 374 Decks-Walks375 DW1 1 3 1/2" wide ext. railing 52 0 ft376 DW2 1 3 1/2" wide railing shoe 52 0 ft377 DW3 1 1 1/2" square. baluster 113 0378 DW4 1 4" square rail post 8 0379 DW5 1 4" square half support post 1 0380 DW6 1 4" square support post 3 0381 DW7 1 4" square half rail post 2 0382 DW8 1 2x12"-20' rim joists - lumber 3 0383 DW9 1 2x12"-16'+ rim joists - lumber 33 0 ft384 DW10 1 2x12"-16'+ floor joists - lumber 83 0 ft385 DW11 1 2x12"-14' rim joists - lumber 3 0386 DW12 1 2x12"-10' rim joists - lumber 4 0387 DW13 1 2x12"-10' floor joists - lumber 7 0388 DW14 1 2x12"-14' floor joists - lumber 3 0389 Subtotal: 390391 Total:

63 reverse

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