gambrel roof garage 24' x 36'sdscad.com/pdf/gambrelf.pdf · garage door header min 2 -...

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Gambrel Roof Garage24' x 36'

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

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2x12 joists 16" OC

36'-0

"

24'-0

"12

'-0"

8'-6

"3'

-0"

9'-0

"3'

-0"

6"4'

-6"

3'-0

"4'

-6"

24'-0"

2'-6" 8'-0" 3'-0" 8'-0" 2'-6"

24'-0"

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

36'-0

"

12'-0

"24

'-0"

4'-6

"3'

-0"

4'-6

"10

'-6"

3'-0

"10

'-6"

Micro Lam Beam5 1/2" x 14" Min



Main Floor PlanScale 3/16"=1'

DN

30463046

3046 3046

36'-0

"

24'-0"

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

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

24'-0"

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

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

36'-0

"



Second Floor PlanScale 3/16"=1'

36'-0

"

24'-0"

24'-0"

36'-0

"



Foundation Plan Scale 3/16"=1'



Elevation ViewsScale 1/8"=1'



Main Floor Framing2" x 8" 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



9'-4 7/16"

10'-10 7/8"

8'-0

"

9'-0

"

2 x 8 Walls

2 x 6 Rafters

2 x 8 Ridge

6/12 Pitch

24/12 Pitch

2 x 12 Joist

Double - 2 x 12 Header

See Foundation DetailsFor Concrete Spec



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



base

conc, slab

R-11 batt insulation optional

1/2" gypsum wall board optional

3000 psi, 4" min.

6 mil poly

(3000 psi)conc. footing

footing 1'6 tall1'4 wide

with Brick OptionMONOLITHIC SLAB

undisturbed soil

compacted fill

finished floor level

6-6#10 w.w. mesh

Brick vaneer

or 1/2" plywood

2" x 4" studs @ 16" oc

R-max insulating sheathing

fill

slope to drainfin. grade

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

(2) #4 rebar contin.

simpson or equal

base

carpet

conc, slab

6 mil poly

finished floor level

1/2" gypsum wall board

R-11 batt insulation

3000 psi, 4" min.

6-6#10 w.w. mesh

conc. footing(3000 psi)

compacted fill

undisturbed soil

lap siding1x8 horizontal hardboard

or stucco finish coat on stucco

R-max insulating sheathing

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

or 1/2" plywood

stucco

fin. gradeslope to drain

simpson or equalm.a.b. anchor 3'6" oc& wind straps per code

2" x 4" studs @ 16" oc

1'4 widefooting 1'6 tall

fill

(2) #4 rebar contin.

MONOLITHIC SLABwith SIDING or STUCCO



header block

with local codes

treated sill

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

r-19 batt insulation

1/2" cdx plywoodwire lath on # 15 felt onstucco scratch coat onor stucco finish coat onwood or hardboard siding

band wind ties per codestraps & stud to 2x10bolts, joist to footingprovide sill plate anchor

(or per local code)

plywood# 15 felt on 1/2" cdx scratch coat on wire lath onor stucco finish coat on stuccowood or hardboard siding

8"

1'4"

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

floor finish

base

1/2" gwb

3000 psi conc. ftg.

2 # 4 bars, continuous

#3 bars. 4' oc

stucco

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

42sill plate every 3rd studhurricane fasteners stud to2 x 4's 16" ocr-11 batt insulation

r-maxsheathing or 1/2" plywood

2

1082

varie

s

CRAWL SPACE FOUNDATION with SIDING or STUCCO

sheathing or 1/2" plywood7/16" osb board

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

treated 2 4

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

#4 bar 8' oc

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

stucco

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

3000 psi conc. ftg.

1/2" gwb

base

floor finish

4" conc. slab w/ 6x6 #10 meshon 6 mil barrier

compacted fill

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

1'4"8"

RAISED SLAB with SIDING or STUCCO



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]

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.

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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 Sub Flr Size Item Count Un Price Tot. Cost Supplier1 General2 GN1 0 24 1/4 high wall Foundation 8" Concre 118 ft3 GN2 1 108 high wall siding-8 118 ft4 GN3 1 112 high wall Interior-4 24 ft5 GN4 1 heated ceiling area 288 sqft6 GN5 1 heated roof area 644 sqft7 GN6 2 9 1/16 high wall siding-8 71 ft8 GN7 2 96 high wall siding-8 47 ft9 GN8 2 86 3/8 high wall Interior-4 71 ft

10 GN9 2 heated ceiling area 576 sqft11 GN10 2 heated wall area 337 sqft12 GN11 2 heated glass area 27 sqft13 GN12 3 40 3/8 high wall siding-8 27 ft14 Subtotal: 15 Foundation16 FO1 0 8" thick Concrete Concrete 5.84 cuyd17 FO2 0 2x6" treated mud sill 118 ft18 FO3 0 1/2x6" foam sill seal 118 ft19 FO4 0 foundation bolts 2420 FO5 0 16x8"h concrete footing 3.86 cuyd21 FO6 0 no. 4 rebar (footing) 251 ft22 FO7 0 no. 4 horiz. rebar (wall) 752 ft23 FO8 0 no. 4 vert. rebar (wall) 243 ft24 FO9 0 786 sq ft concrete slab 9.70 cuyd25 FO10 0 786 sq ft steel mesh for slab 785 sqft26 FO11 1 2x6" treated mud sill 24 ft27 FO12 1 1/2x6" foam sill seal 24 ft28 FO13 1 foundation bolts 529 FO14 1 16x16"h concrete footing 1.54 cuyd30 FO15 1 no. 4 rebar (footing) 26 ft31 FO16 1 no. 4 horiz. rebar (wall) 255 ft32 FO17 1 no. 4 vert. rebar (wall) 112 ft33 Subtotal: 34 Subfloor35 SF1 2 4x8'x3/4" sheets floor sheathing 2636 SF2 2 2x12"-16'+ rim joists - lumber 120 ft37 SF3 2 2x12"-24' floor joists - lumber 2838 SF4 2 2x12"-16'+ floor joists - lumber 36 ft39 SF5 2 2x6"-36' ceiling joists - lumber 440 SF6 2 2x6"-13' ceiling joists - lumber 2741 Subtotal: 42 Framing43 F1 1 2x8-16ft+ fir plate 370 ft44 F2 1 2x8"-103 1/2" fir stud 8645 F3 1 2x8-16ft+ fir stud stock 204 ft46 F4 1 2x7-16ft+ header - lumber 60 ft47 F5 1 2x8"-16 3/4" fir stud 648 F6 1 2x4"-103 1/2" fir stud 2049 F7 1 2x8"-8 1/2" fir stud 1250 F8 1 2x12-16ft+ header - lumber 34 ft51 F9 1 2x4-16ft+ fir plate 70 ft52 F10 1 2x4"-16 3/4" fir stud 353 F11 1 2x4-16ft+ fir stud stock 14 ft54 F12 2 2x8-16ft+ fir plate 184 ft

ID Sub Flr Size Item Count Un Price Tot. Cost Supplier55 F13 2 2x8-16ft+ fir stud stock 217 ft56 F14 2 2x8"-91 1/2" fir stud 2057 F15 2 2x12-16ft+ header - lumber 27 ft58 F16 2 2x4-16ft+ fir plate 213 ft59 F17 2 2x4"-82 1/8" fir stud 6360 F18 3 2x8-16ft+ fir plate 58 ft61 F19 3 2x8-16ft+ fir stud stock 41 ft62 Subtotal: 63 Siding64 S1 1 11 1/2" wide Siding Wood Pine 946 ft65 S2 1 4x8x5/8 Sheet Plywood-hrz 3466 S3 1 4x8x1/2 Sheet Sheetrock 767 S4 1 house wrap 1060 sqft68 S5 2 11 1/2" wide Siding Wood Pine 362 ft69 S6 2 4x8x5/8 Sheet Plywood-hrz 1270 S7 2 4x8x1/2 Sheet Sheetrock 1771 S8 2 house wrap 370 sqft72 S9 3 11 1/2" wide Siding Wood Pine 52 ft73 S10 3 4x8x5/8 Sheet Plywood-hrz 274 Subtotal: 75 Ext Trim76 EX1 1 1x4-16ft+ exterior sill 22 ft77 EX2 1 1x4-16ft+ ext. window casing 79 ft78 EX3 1 1x9-36" door threshold 279 EX4 1 1x4-16ft+ ext. door casing 53 ft80 EX5 1 9 in ext. door jamb 35 ft81 EX6 1 1x4-16ft+ garage door casing 47 ft82 EX7 1 9 in garage door jamb 47 ft83 EX8 1 1x5-36" door threshold 184 EX9 1 5 in ext. door jamb 18 ft85 EX10 1 48" wide Fir Stock Std. + Btr. 26 ft86 EX11 2 1x4-16ft+ exterior sill 15 ft87 EX12 2 1x4-16ft+ ext. window casing 53 ft88 Subtotal: 89 Roofing90 R1 1 ridge cap 117 ft91 R2 1 Roofing Dimensiona 1536 sqft92 R3 1 4x8' sheets roof sheathing 4893 R4 1 2x6" 16" OC rafters - fir 1309 ft94 R5 1 2x8" gable fascia 79 ft95 R6 1 2x8" eave fascia 78 ft96 R7 1 metal drip edge 157 ft97 R8 1 gutter 78 ft98 R9 1 downspout 299 R10 2 2x8"-16'+ ridge board - lumber 117 ft

100 R11 2 2x6"-11' rafters - lumber 38101 R12 2 2x8"-39' rafters - lumber 2102 R13 2 2x8"-12' rafters - lumber 4103 R14 2 4x2"-16'+ rafters - lumber 67 ft104 R15 2 2x6"-10' rafters - lumber 38105 R16 2 2x8"-10' rafters - lumber 4106 Subtotal: 107 Insulation108 IN1 1 12x16x48" batts ceiling insulation 54

ID Sub Flr Size Item Count Un Price Tot. Cost Supplier109 IN2 1 12x24x48" batts roof insulation 80110 IN3 2 12x16x48" batts ceiling insulation 108111 IN4 2 6x16x93" batts wall insulation 31112 Subtotal: 113 Flooring114 FL1 2 Carpet b4 715 sqft115 FL2 2 4x8' sheets underlayment 24116 Subtotal: 117 Wall Brd118 WB1 1 4x8x1/2 Sheet Sheetrock 41119 WB2 1 4x8'-1/2" ceiling wall board 25120 WB3 2 4x8x1/2 Sheet Sheetrock 28121 WB4 2 4x8'-1/2" ceiling wall board 26122 WB5 3 4x8x1/2 Sheet Sheetrock 2123 Subtotal: 124 Windows125 W1 1 36x54 double hung 6126 W2 2 36x54 double hung 4127 Subtotal: 128 Doors129 D1 1 36x80x1 3/4L ext. 2130 D2 1 36x80x1 3/4R ext. 1131 D3 1 96x84 garage 2132 Subtotal: 133 Int Trim134 T1 1 1x2-16ft+ window apron 20 ft135 T2 1 1x2-16ft+ sill 20 ft136 T3 1 1x2-16ft+ interior casing 128 ft137 T4 1 36x11 3/8-1" stair tread 14138 T5 1 36x8" riser 14139 T6 1 2" wide int. railing 196 in140 T7 1 1" diam. baluster 28141 T8 1 14 treads stair stringer 2142 T9 2 1x2-16ft+ window apron 14 ft143 T10 2 1x2-16ft+ sill 14 ft144 T11 2 1x2-16ft+ interior casing 51 ft145 T12 2 3 1/2" wide int. railing 299 in146 T13 2 3 1/2" wide middle rail 299 in147 T14 2 1 3/4" diam. baluster 54148 T15 2 3 1/2" square newel post 7149 T16 2 3 1/2" square half newel post 2150 T17 2 1x6-16ft+ base molding 249 ft151 Subtotal: 152153 Total:

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