24 x 40 barn - sdscad plans on demand - cabin, … x 8 min rafter 12 /12 pitch (2) 2 x 10 header 2 x...

SDS-CAD Specialized Design SystemsWebsite: www.sdscad.comEmail: [email protected] x 40 Barn

3046

3068

9080

304690903046

UP

2x14 joists 16" OC

3

WP

WP

3

24'-0"

40'-0

"

15'-6

"9'

-0"

5'-6

"3'

-0"

2'-6

"3'

-0"

1'-6

"

40'-0

"

24'-0"

2'-6" 3'-0" 2'-0" 9'-0" 2'-0" 3'-0" 2'-6"


DN

204030682040

4020

4020

4020

3040 3040

4020

4020

4020

3

3

OPE

N B

ELO

W2'

-11"

x 1

2'-1

1"

24'-0"

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

40'-0

"

36'-3

"3'

-9"

6'-6

"4'

-0"

7'-6

"4'

-0"

7'-6

"4'

-0"

2'-9

"

40'-0

"

6'-6

"4'

-0"

7'-6

"4'

-0"

7'-6

"4'

-0"

6'-6

"

24'-0"

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

3'-0

"

SDS-CAD Specialized Design SystemsWebsite: www.sdscad.comEmail: [email protected]

Loft Plan Scale 3/16"=1'

24 x 40 Barn

24'-0"

40'-0

"

40'-0

"

24'-0"


See Main Floor Plan for DoorLocation and Sizing

Foundation Plan Scale3/16"=1'

See General Notes and DetailsFor Concrete and RebarSpecifications

36" x 8" Concrete Stem Wall20" x 9" Min Footing4" Concrete Slab 12" belowtop of stem wall over 4" MinGravel Fill

24 x 40 Barn


Front and Right Side ElevationsScale 1/8"+1'

Asphalt Shingles

Wood Siding

12/12 Pitch Roof

24 x 40 Barn

Grade


Rear and Left Side ViewsScale 1/8"=1'

24 x 40 Barn

20'-0"

9'-0

"

30'-0

"

18'-0"

18" Overhang2 x 6 - 6' Wall

9 x 20 Continuous Footing

2 x 12 MinContinuousRidge Board

2 x 8 MinRafter

12 /12 Pitch

(2) 2 x 10 Header

2 x 8 Header

2 x 6 collar tie

1 3/4" x 14" I-Joist

2 x 6 - 9' Wall


Framing Section DetailScale 1/8"=1'

24 x 40 Barn


Stair DetailScale 1/8"=1'Min Head Room 6'8"Max Riser Height 8"Min Tread Width 9"Ballister Spacing Max 4"Handrail Height Min 34 Max 363 - 2 x 12 StringerStair Width 36"

Cross Section Framing Scale 1/8"=1'

24 x 40 Barn

OPE

N B

ELO

W2'

-11"

x 1

2'-1

1"

Basic Cupola Dimensions

2'-2

"3"

1'-6

"9"

6'-0

"

3'-6"

2'-2"


Roof Framing DetailScale 1/8"=1'Rafter Spacing 24" o.c.Minimum Rafter Size 2 x 8

24 x 40 Barn

UP

2x14 joists 16" OC


Floor Joist Framing PlanScale 1/8"=1'Joist size 1 1/2 x 14 Min TJISpacing 16" o.c.

with SIDING or STUCCOMONOLITHIC SLAB

(2) #4 rebar contin.

fill

footing 1'6 tall1'4 wide

2" x 4" studs @ 16" oc

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

slope to drainfin. grade

stucco

or 1/2" plywood

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

R-max insulating sheathing

or stucco finish coat on stucco

1x8 horizontal hardboardlap siding

undisturbed soil

compacted fill

(3000 psi)conc. footing

6-6#10 w.w. mesh

3000 psi, 4" min.

R-11 batt insulation

1/2" gypsum wall board

finished floor level

6 mil poly

conc, slab

carpet

base

simpson or equal

(2) #4 rebar contin.

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

fin. gradeslope to drain

fill

R-max insulating sheathing

2" x 4" studs @ 16" oc

or 1/2" plywood

Brick vaneer

6-6#10 w.w. mesh

finished floor level

compacted fill

undisturbed soil

MONOLITHIC SLABwith Brick Option

1'4 widefooting 1'6 tall

conc. footing(3000 psi)

6 mil poly

3000 psi, 4" min.

1/2" gypsum wall board optional

R-11 batt insulation optional

conc, slab

base

Gambrel Roof Cabin24' x 36'

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

RAISED SLAB with SIDING or STUCCO

8"1'4"

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

compacted fill

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

floor finish

base

1/2" gwb

3000 psi conc. ftg.

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

stucco

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

#4 bar 8' oc

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

42treated

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

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

CRAWL SPACE FOUNDATION with SIDING or STUCCO

varie

s

2 810

2

sheathing or 1/2" plywoodr-max

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

2 4

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

stucco

#3 bars. 4' oc

2 # 4 bars, continuous

3000 psi conc. ftg.

1/2" gwb

base

floor finish

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

1'4"

8"

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

(or per local code)

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

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

r-19 batt insulation

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

treated sill

with local codes

header block

Gambrel Roof Cabin24' x 36'

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

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.

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

NAILING SCHEDULE:

PLYWOOD:

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

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

STRAND BOARD NER-124.

FRAMING:

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

CONCEALED SPACE EXCEEDS TEN FEET.

AND FACE GRAIN PERPENDICULAR TO SUPPORT.

3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.

MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL.

AS NOTED ON PLANS.

& 12" O.C. INTERMEDIATE.

WIRE TIES.

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

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

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

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

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

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

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

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

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

CONCRETE OR MASONRY GROUT.

STORIES SHALL HAVE AN 8" MIN. STEMWALL.

BELOW ADJACENT FINISHED GRADE FOR DESIGN.

ENGINEER AND RECEIVING APPROVAL FROM LOCAL

ABOVE FINISHED GRADE.

2. SEISMIC ZONE, NO. 3.

P.S.I. FOR QUALITY ONLY.

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

OTHERWISE NOTED ON THE PLANS.

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

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

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

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

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

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

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

BUILDING DEPARTMENT TO CONSTRUCT BUILDING ON SAID

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

1. MAKE SURE SETBACKS ARE IN COMPLIANCE WITH THOSE

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

LENGTH BUY ONE OF THE FOLLOWING:

HEADER SIZE TABLE UNLESS OTHERWISE NOTED.

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

JOISTS, RAFTERS, OR TRUSSES.

OR RAFTER TO WALL CONNECTION.

THE TRUSS MANUFACTURE'S ENGINEER.

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

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

FOLLOWING TABLE UNLESS OTHERWISE NOTED.

GENERAL FRAMING: (DOUGLAS FIR)

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

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

1. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE

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

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


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

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

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

FURRED SPACES, SOFFITS, DROP CEILINGS, COVE

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

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

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

A. FIREBLOCK STUD SPACES OVER 10' IN HEIGHT,

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

B. FIRESTOP OPENINGS AROUND VENTS, PIPES, DUCTS,

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

B. PLYWOOD SHEATHING OF A MINIMUM THICKNESS OF

3. FIRE STOPPING:

3/8 INCH.

LUMBER

WOODS AND PLASTICS:

OF 7/16 WAFFER.

SHEET _____.

CONCRETE:

ROOF FRAMING:

TYPE SOIL.

SITE WORK:

SHOWN ON PLANS.

LIVING ROOM, AND IN EVERY BEDROOM.

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

14. PROVIDE A VENTILATION FAN CAPABLE OF PRODUCING A

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

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

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

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

3. ALL EXTERIOR DOORS TO BE SOLID CORE.

4. DOOR OPENING INTO THE GARAGE FROM THE LIVING

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

QUARTERS TO BE SOLID CORE AND EQUIPPED WITH A SELF

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

2. ALL INTERIOR DOORS TO HAVE BASE BOARD TYPE DOOR

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

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

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

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

CLOSING DEVICE.

STOPS (HINGE TYPE OPTIONAL).

DOORS, WINDOWS, AND GLASS:

BEDROOM AND ON EACH FLOOR.

SHOWN.

FROM ANY SHELF.

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

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

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

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

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

3. ALL MASONRY MATERIALS USED MUST COMPLY WITH

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

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

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

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

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

10. MAIN PLUMBING STACKS SHALL RUN UNDIMINISHED IN

2. PROVIDE EXHAUST FAN AT BATHROOM AND AT THE KITCHEN

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

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

9. PROVIDE HOT WATER RELIEF VALVE FOR WATER HEATER

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

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

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

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

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

2. INSTALL APPROVED AIR-GAP FITTINGS ON DISCHARGE SIDE

1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF WATER,

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

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

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

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

3006.1, CURRENT U.B.C.

JOIST TO BEARING WALL CONNECTION.

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

HEADER SIZE TABLE UNLESS OTHERWISE NOTED.

THICKNESS AND FULL DEPTH OF JOISTS.

8. JOIST HANGERS TO BE SIMPSON U210 OR EQUAL UNLESS

3. USE SIMPSON H 2.5 HURRICANE ANCHORS AT EACH FLOOR

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

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


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

4. SOLID BLOCKING BETWEEN JOISTS OVER ALL BEARING

2. HANDRAIL/GUARDRAILS FINAL STYLE, MATERIAL AND

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

1. STAIRS TO BE CONSTRUCTED WITH THE FOLLOWING

RUN, MINIMUM HEAD CLEARANCE 6'-8".

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

WAFFER BOARD WITH FOUR NAILS EACH.

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

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

9. DOUBLE JOISTS AND OR DOUBLE BLOCKING AT ALL

MENTAL PATTERN SUCH THAT A SPHERE 4" ROUND CANNOT

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

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

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

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

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

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

PLATES AROUND WINDOWS, DOORS, SERVICE ENTRANCE

3. INSTALL CAULKING COMPOUND AT ALL PENETRATIONS IN

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

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

5. OPEN RAILING TO HAVE INTERMEDIATE RAILS OR ORNA-

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

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

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

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

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

ACCESS OPENING OF 30".

PANEL.

PASS THOROUGH.

EXTERIOR WALLS.

THERMAL AND MOISTURE PROTECTION:

INTERIOR WALLS.

STAIRS:

1994.

OTHERWISE NOTED.

CLIMATE CONTROL:

ELECTRICAL SYSTEMS:

ELECTRODE INFOUNDATION FOOTING.

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

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

WHERE SHOWN ON THE PLANS.

PLUMBING:

FINISHED FLOOR OF SHOWER OR TUB.

PROVIDED TO OUTSIDE HOSE BIBS.

WATER PIPING.

AND DRAIN.

SECTION 2403 CURRENT U.B.C.

SPECIFIED.

OF DISHWASHER.

GAS AND SEWER LINES.

APPROVAL.

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

16" O.C. UNLESS OTHERWISE NOTED.

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

SPECS. AND BEAR APPROVAL STAMP ON ALL PIECES IN

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

12. USE REDWOOD OR PRESSURE TREATED SOLE PLATES AT ALL

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

2. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS.

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

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

7. ALL STRESS GRADE LUMBER SHALL COMPLY WITH WCLA

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

EXTERIOR WALLS.

FLOOR FRAMING:

AN APPROVED AGENCY.

NOTED.

HORIZONTALLY.

PLACE.

CURRENT U.B.C.)

CEILING AND UNDER STAIRS.

24" ON CENTER.

FINISHES:

MASONRY:

DIRECTED BY OWNER / BUILDER.

WALLS OF GARAGE ADJACENT TO LIVING AREA.

IN THE FIELD OF EACH SHEET.

FOR ALL MASONRY WORK.

ID Flr Size Item Count Un Price Tot. Cost Supplier1 General2 GN1 036 high wall Foundation 8" Concrete Stem W 126 ft3 GN2 1108 high wall Siding-6 103 ft4 GN3 1122 3/4 high wallSiding-6 24 ft5 GN4 1 heated ceiling area 913 sqft6 GN5 1 heated roof area 1292 sqft7 GN6 2108 high wall Siding-6 48 ft8 GN7 275 high wall Siding-6 80 ft9 GN8 2 heated ceiling area 47 sqft

10 GN9 2 heated wall area 854 sqft11 GN10 2 heated glass area 48 sqft12 GN11 3105 high wall Siding-6 35 ft13 GN12 385 5/8 high wall Default (wood frame 16"OC) 4 ft14 GN13 362 3/16 high wallDefault (wood frame 16"OC) 11 ft15 Subtotal: 16 Foundation17 FO1 08" thick Concrete Concrete 9.28 cuyd18 FO2 02x6" treated mud sill 126 ft19 FO3 01/2x6" foam sill seal 126 ft20 FO4 0 foundation bolts 2621 FO5 016x8"h concrete footing 4.12 cuyd22 FO6 0no. 4 rebar (footing) 267 ft23 FO7 0no. 4 horiz. rebar (wall) 1067 ft24 FO8 0no. 4 vert. rebar (wall) 384 ft25 FO9 0876 sq ft concrete slab 10.82 cuyd26 FO10 0876 sq ft steel mesh for slab 876 sqft27 Subtotal: 28 Subfloor29 SF1 24x8'x3/4" sheets floor sheathing 2930 SF2 22x14"-16'+ rim joists - I-joist 131 ft31 SF3 22x14"-11' rim joists - I-joist 132 SF4 22x14"-14' rim joists - I-joist 133 SF5 22x14"-24' floor joists - I-joist 2734 SF6 22x14"-11' floor joists - I-joist 235 SF7 22x6"-40' ceiling joists - lumber 436 SF8 22x6"-17' ceiling joists - lumber 1937 Subtotal: 38 Framing39 F1 12x6-16ft+ fir plate 394 ft40 F2 12x6"-103 1/2" fir stud 8041 F3 12x6"-226 1/4" fir stud 942 F4 12x6-16ft+ fir stud stock 227 ft43 F5 12x7-16ft+ header - lumber 34 ft44 F6 12x6"-190 1/4" fir stud 445 F7 12x6"-28 3/4" fir stud 246 F8 12x6"-8 1/2" fir stud 747 F9 12x12-16ft+ header - lumber 20 ft48 F10 12x8-16ft+ header - lumber 20 ft49 F11 22x6-16ft+ fir plate 317 ft50 F12 22x6-16ft+ fir stud stock 205 ft51 F13 22x6"-103 1/2" fir stud 2052 F14 22x6"-16 3/4" fir stud 253 F15 22x6-16ft+ header - lumber 10 ft54 F16 22x7-16ft+ header - lumber 20 ft55 F17 22x6"-67 1/2" fir stud 5256 F18 22x6"-32 1/2" fir stud 3057 F19 22x11-16ft+ header - lumber 52 ft

ID Flr Size Item Count Un Price Tot. Cost Supplier58 F20 32x6-16ft+ fir plate 97 ft59 F21 32x6-16ft+ fir stud stock 139 ft60 F22 32x4-81 1/8" Fir Stud 16" OC 361 F23 32x4-16ft+ fir plate 42 ft62 F24 32x4-16ft+ fir stud stock 51 ft63 Subtotal: 64 Siding65 S1 18" wide Siding Vertical Beige 1418 ft66 S2 14x8x5/8 Sheet Plywood-hrz 3767 S3 1 house wrap 1158 sqft68 S4 28" wide Siding Vertical Beige 1320 ft69 S5 24x8x5/8 Sheet Plywood-hrz 3170 S6 2 house wrap 989 sqft71 S7 38" wide Siding Vertical Beige 205 ft72 S8 34x8x5/8 Sheet Plywood-hrz 573 Subtotal: 74 Ext Trim75 EX1 11x4-16ft+ exterior sill 11 ft76 EX2 11x4-16ft+ ext. window casing 40 ft77 EX3 1 1x7-36" 178 EX4 11x4-16ft+ ext. door casing 72 ft79 EX5 17 in ext. door jamb 72 ft80 EX6 1 1x7-108" 281 EX7 21x4-16ft+ exterior sill 40 ft82 EX8 21x4-16ft+ ext. window casing 102 ft83 EX9 2 1x7-36" 184 EX10 21x4-16ft+ ext. door casing 18 ft85 EX11 27 in ext. door jamb 18 ft86 EX12 31x4-16ft+ exterior sill 9 ft87 EX13 31x4 ir=24 ext. window casing 7 ft88 EX14 31x4-16ft+ ext. window casing 12 ft89 Subtotal: 90 Roofing91 R1 1 ridge cap 43 ft92 R2 1 Roofing Dimensional Comp. 1642 sqft93 R3 14x8' sheets roof sheathing 5294 R4 12x10" 16" OC rafters - fir 1394 ft95 R5 12x10" gable fascia 77 ft96 R6 12x10" eave fascia 86 ft97 R7 1 metal drip edge 163 ft98 R8 1 gutter 86 ft99 R9 1 downspout 2

100 R10 22x14"-16'+ ridge board - lumber 43 ft101 R11 22x10"-20' rafters - lumber 48102 R12 22x10"-43' rafters - lumber 2103 R13 24x2"-16'+ rafters - lumber 66 ft104 Subtotal: 105 Insulation106 IN1 112x16x48" batts ceiling insulation 171107 IN2 112x24x48" batts roof insulation 161108 IN3 212x24x48" batts ceiling insulation 5109 IN4 26x16x93" batts wall insulation 80110 Subtotal: 111 Flooring112 FL1 1 landing floor 11 sqft113 FL2 2 Carpet b4 854 sqft114 FL3 24x8' sheets underlayment 27

ID Flr Size Item Count Un Price Tot. Cost Supplier115 Subtotal: 116 Wall Brd117 WB1 04x8'-1/2" ceiling wall board 28118 WB2 14x8x1/2 Sheet Sheetrock 37119 WB3 14x8'-1/2" ceiling wall board 29120 WB4 24x8x1/2 Sheet Sheetrock 29121 WB5 24x8'-1/2" ceiling wall board 29122 WB6 34x8x1/2 Sheet Sheetrock 5123 Subtotal: 124 Windows125 W1 136x54 double hung 3126 W2 224x48 double hung 2127 W3 248x24 right sliding 6128 W4 236x48 double hung 2129 W5 348x24 fixed glass-ct 1130 W6 336x36 fixed glass 1131 Subtotal: 132 Doors133 D1 136x80x1 3/4L ext. hinged-panel 1134 D2 154x96x1 3/4L ext. hinged-panel 1135 D3 154x96x1 3/4R ext. hinged-panel 1136 D4 154x108x1 3/4L ext. hinged-panel 1137 D5 154x108x1 3/4R ext. hinged-panel 1138 D6 236x80x1 3/4R ext. hinged-panel 1139 Subtotal: 140 Int Trim141 T1 11x2-16ft+ window apron 10 ft142 T2 11x2-16ft+ sill 10 ft143 T3 11x2-16ft+ interior casing 109 ft144 T4 136x11-1" stair tread 2145 T5 136x9" riser 13146 T6 12" wide int. railing 188 in147 T7 11" diam. baluster 26148 T8 12 treads stair stringer 2149 T9 136x11 1/4-1" stair tread 11150 T10 111 treads stair stringer 2151 T11 12x10" landing joists - fir 15 ft152 T12 11x8" landing rim trim 13 ft153 T13 12" wide railing shoe 6 in154 T14 12" square newel post 2155 T15 21x2-16ft+ window apron 38 ft156 T16 21x2-16ft+ sill 38 ft157 T17 21x2-16ft+ interior casing 115 ft158 T18 23 1/2" wide int. railing 168 in159 T19 23 1/2" wide middle rail 168 in160 T20 23 1/2" square newel post 5161 T21 21 3/4" diam. baluster 30162 T22 23 1/2" square half newel post 1163 T23 21x6-16ft+ base molding 108 ft164 T24 31x2-16ft+ window apron 8 ft165 T25 31x2-16ft+ sill 8 ft166 T26 31x2 ir=24 interior casing 7 ft167 T27 31x2-16ft+ interior casing 11 ft168 Subtotal: 169 Fixtures170 FX1 248W48D Cupola (w/ weathervane) - color 1171

ID Flr Size Item Count Un Price Tot. Cost Supplier172 Electrical173 E1 1wall mount Duplex 7174 E2 1wall mount Single Pole 3175 E3 1wall mount Three Way 2176 E4 1wall mount Duplex (weatherproof) 2177 E5 1wall mount Porch Lantern 3178 E6 1ceiling mount Half Dome 5179 E7 2wall mount Duplex 11180 E8 2wall mount Three Way 2181 E9 2wall mount Single Pole 1182 E10 2ceiling mount Half Dome 4183 Subtotal: 184185 Total:

24 x 40 barn - sdscad plans on demand - cabin, … x 8 min rafter 12 /12 pitch (2) 2 x 10 header 2 x...

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