Custom RV 36' x 46' Garage Plans - · PDF fileCustom RV 36' x 46' Garage Plans. 4030 3068...

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Custom RV 36' x 46' Garage Plans

4030

3068

4030

4030

3068

100100140140100100

4030

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

ALUMINUM FASCIA

PERFORATED SOFFIT

235 # ( MIN. ) SEAL-TAB SHINGLES

2 X 6 SUB-FASCIA

ALUMINUM DRIP EDGE

ALUMINUM GUTTERS

OSB STRUCTURAL PANEL EQUALCDX PLYWOOD SHEATHING ORON 15 # FELT PAPER OVER 1/2"

& LEADERS

DOUBLE TOP PLATE

FLOOR PLANS FOR RAFTERSEE BUILDING SECTIONS &

SIZES & SPACING

36'-0

"

4'-0

"3'

-0"

4'-6

"4'

-0"

5'-0

"4'

-0"

4'-6

"3'

-0"

4'-0

"

46'-0"

13'-0" 20'-0" 13'-0"

2'-0" 10'-0"1'-0"

3'-0" 14'-0" 3'-0"1'-0"

10'-0" 2'-0"

46'-0"

13'-0"20'-0"13'-0"

8'-0"4'-0"8'-0"

36'-0

"

16'-0

"4'

-0"

16'-0

"

DOOR SCHEDULEQTY SIZE DIMENSIONS DESCRIPTION 2 3068 36X80X1 3/4" EXT. 2 100100 120X120" GARAGE 1 140140 168X168" GARAGE

WINDOW SCHEDULEQTY SIZE DIMENSIONS DESCRIPTION 4 4030 48"X36" RIGHT SLIDING

10' x 8' ICF Storage RoomSee Detail For Thickened Slab Footing Under Walls

3 1/

2 x

16 L

VL

Bea

m w

ith P

osts

12'

Spa

cing

Max


SCALE 1/8"=1'

GARAGE MAIN FLOOR PLAN

Header 3 1/2" x 11 7/8" LVL Header 3 1/2" x 11 7/8" LVLHeader 3 1/2" x 14" LVL

INSTALLATIONCORNER

SINGLE POUR

HPAHDSimpson Strong-Tie

CORNEROF STRAP TO

CORNERDISTANCEFROM EDGE

REBAR LENGTH30" MINIMUM

REBAR LENGTH12" MINIMUM

SHEAR CONEREBAR INONE #4

SECTIONSHOWN ON BUILDING

STEEL COLUMN

CONCRETE PAD

BEAM LOCATED AS BEAM LVL SIZE &

4" CONCRETE FILLED

NOTE:CONC. SLAB TO BEPOURED AROUND POST PRIORTO SETTING TRUSSES AND RAFTERS

SET BEARING PLATEON STIFF GROUT

UNDISTURBED SOIL

1/4" 4X4" BASE PLATE

TRUSS

STL. SHIMS AS REQD.CONCRETE SLAB

21A

BASE PLATE

STD. PIPE COLUMNBOLTS W/WASHERS4-1/2"DIA ANCHOR

WOOD BEAM & COLUMN

EE E

E

E

E

E

E

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.

Section E-E

8"

46'-0"

36'-0

"

2'-0" 10'-0" 4'-0" 14'-0" 4'-0" 10'-0" 2'-0"

4'-0

"3'

-0"

22'-0

"3'

-0"

4'-0

"

10'-8

"2'

-0"

10'-8

"2'

-0"

10'-8

"

10'-8

"2'

-0"

10'-8

"2'

-0"

10'-8

"

13'-0" 2'-0" 16'-0" 2'-0" 13'-0"

13'-0" 2'-0" 16'-0" 2'-0" 13'-0"


4" Concrete withWWM overcompactedgravel fill slopedto door1" slope per 10'to garage door

Post FootingsSee ColumnDetail

Block out 10'-3"for 10' Door

BracedPanel Wall

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.6. All footings minimum 30" below final grade

E E

Blockout 3'-3"for 36"Door

Blockout 3'-3"for 36"Door

BracedPanel Wall



2 Simpson or equiv straps on bothfront outside corners to developbraced wall panel


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.6. All footings minimum 30" below final grade

SCALE 3/16"=1'

FOUNDATION PLAN

3' Concrete Garage Wall

9"3'

-0"

11'-0

"11

'-9"

3'-9

"22

'-9"

FF


FRONT ELEVATIONSCALE 1/8"=1'

5/12 PITCH

CupolaDesign byOwner

5/12 PITCH


SCALE 1/8"=1'

REAR ELEVATION

SCALE 1/8"=1'

LEFT ELEVATION

4030

4030

4030

4030


3 1/

2 x

16 L

VL

Bea

m w

ith P

osts

12'

Spa

cing

Max


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.5. 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 ½" 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 ½" thick, 24/0, CDX or 5/8 wafer.

SCALE 1/8"=1'

ROOF FRAMING

5/12 Pitch

12" Min Overghang

5/12 Pitch

Post Spacing

3 1/2 x 16 LVL

4" Dia Post 12' Max

Engineered Trusses 24" O.C.Attached With H1 or Equiv Ties

2 x 6 ExteriorFramed Walls

11'-0

"

17'-6

"

9'-8

"


GARAGE ROOFPRE-ENGINEERED TRUSSES ASSUPPLIED BY TRUSSMANUFACTURER 24" o.c.

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'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.


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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.

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

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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