|
NOTES
<br />y
<br />GENERAL ^ A t S
<br />PLEASE DO 6$ ,y' O% DETACH
<br />PLAN THEFT PROTECTION
<br />ROOFING
<br />THIS PLAN IS COPYRIGHTED,AND ALL RIGHTS ARE RESERVED INCLUDING THE RIGHT OF REPRODUCING IN WHOLE OR IN
<br />-ALL ROOFING SHALL BE APPLIED ACCORDING TO THE MANUFACTUERER'S RECOMENDATIONS AND CONFORM TO IRC
<br />PART, EXCEPT BY CONCET-UAL DESIGN INC. WRITTEN CONSENT,THIS PLAN IS NOT TO BE REPRODUCED BY ANYONE
<br />BY ANY METHOD, INCLUDING BLUEPRINTING,PHOTOCOPY[ NG,PHOTOGRAPHY,TRACING,REDRAWING,OR ANY OTHER
<br />TRUSSES:
<br />MEANS. THIS PLAN MAY NOT BE LISTED BY ANYONE FOR REPEAT CONSTRUCTION ON SALES BROCHURES,ADVERTISING
<br />° TRUSS MANUFACTURER SHALL FURNISH SHOP DRAWING CALCULATIONS, ALL TRUSS CONDITIONS CONNECTIONS AND
<br />OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF CONCEPTUAL DESIGN INC. THIS PLAN MAY NOT BE
<br />SPACING. DESIGN ROOF LOAD AS PER TRUSS MANUFACTURER ENG.
<br />Cth ST SE
<br />KNOWINGLY FURNISHED TO OTHERS FOR SUCH PURPOSES.
<br />° NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR APPROVAL OF THE BUILDING DEPARTMENT.
<br />A.THE RIGHT OF BUILDING ONLY ONE STRUCTURE FROM THE PLAN YOU HAVE PURCHASED IS GRANTED EXCLUSIVELY TO
<br />SHEET METAL
<br />SITE LOCATION tJ
<br />tip
<br />THE OWNER BUILDING CONTRACTOR. UNLAWFUL REPRODUCTION OF THIS PLAN ABSOLVES CONCEPTUAL DESIGN INC.
<br />Q
<br />Q
<br />FROM ALL RESPONSIBILITY AS TO ACCURACY OF THE DRAWINGS. AND WE MAY TAKE SUITABLE LEGAL ACTION AGAINST
<br />° PROVIDE AND INSTALL SHEET METAL DUCTS FROM ALL HOODS AND EXHAUST FANS DIRECT TO OUTSIDE.
<br />W
<br />THE COPIER UNDER COPYRIGHT LAWS.
<br />® ALL REQUERED FLASHINS TO BE 26 GAUGE GALVANIZED METAL UNLESS OTHERWISE SPECIFIED.
<br />U
<br />W
<br />S. IF ANY BUILDING IS CONSTRUCTED FROM THIS PLAN OTHER THAN THE ONE FOR WHICH THE PLAN WAS PURCHASED,
<br />WE HAVE THE RIGHT ACCORDING TO COPYRIGHT LAW TO RECOVER THE VALUE OF THE BUILDING LESS THE COST OF
<br />PLUMBING
<br />�
<br />CONSTRUCTION.
<br />O
<br />° PROVIDE AND INSTALL PLUMBING AND FIXTURES AS INDICATED ON PLAINS ACCORDING TO LOCAL PLUMBING CODES.
<br />47th ST 5E
<br />CODE & STANDARDS
<br />ELECTRICAL HEATING
<br />° ALL WORKMANSHIP IS TO BE OF A STANDARD EQUAL IN ALL RESPECTS TO GOOD BUILDING PRACTICE.
<br />° AT THE TIME OF PREPARATION, THIS PLAN WAS DRAWN IN ACCORDANCE WITH THE CURRENT EDITORS OF
<br />INTERNATIONAL RESIDENTIAL CODE IT IS THE RESPONSIBILTY OF THE OWNER BUILDER TO INSURE
<br />THAT CHANGES TO THE CODE ARE COMPLIED WITH AND ALL AMENDMENTS ARE INCORPORATED IN THE CONSTRUCTION
<br />OF THIS PLAN. ALL WORK SHALL CONFORM TO LOCAL BUILDING CODES AND LAWS WHICH MAY TAKE PRECEDENCE.
<br />° PRIOR TO PROCEEDING WITH CONSTRUCTION,THE BUILDER MUST VERIFY ALL INFORMATION. DIMENSIONS AND SPECIFICATION
<br />OF THIS PLAN. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE MEASUREMENTS.
<br />° ANY VARIANCES FROM THE STRUCTURAL DRWINGS AND SPECIFICATIONS OR FROM CONDITIONS ENCOUNTERED AT THE
<br />JOB SITE,SHALL BE RESOLVED BY THE OWNER BUILDER AND SUCH SOLUTIONS SHALL BE THIER SOLE RESPONSIBILITY.
<br />o THE OWNER BUILDER SHALL BE RESPONSIBILE FOR THE CORRECT SITING OF THE HOUSE ON THE PROPERTY AND FOR
<br />CONFIRMATION OF ALL REQUERMENTS FOR SITING. CONCEPTUAL DESIGN INC. CAN ACCEPT NO RESPONSIBILITY
<br />FOR PLANS COMPLYING WITH THE LOCAL SIDE YARDS AND SETBACKS FOR A SPECIFIC PIECE OF PROPERTY.
<br />° THE OWNER BUILDER TO SUPPLY ALL MISSING DIMENSIONS ON SITE PLAN,ALSO ELEVATIONS OF LOT,LEGAL DESCRIPTION,
<br />NORTH DIRECTION,MAIN STREETS AND LOCATION OF SERVICES.
<br />° CONCEPTUAL DESIGN INC. SHALL NOT BE RESPONSIBLE FOR CONDITIONS SUCH AS SOIL BEARING CAPACITY,DEPTH
<br />OF FROST PENETRATION, WATER TABLE OR BURIED STRUCTURES, ETC.
<br />° CONCEPTUAL DESIGN INC. DOES NOT ASSUME LIABILITY FOR ANY ERRORS OR OMISSIONS ON THIS PLAI%UNLESS
<br />ADVISED IN WRITING OF SUCH ERRORES OR OMISSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />° ANY VARIANCES FROM THE STRUCTURAL DRAWINGS AND SPECIFICATIONS ARE THE SOLE RESPONSIBILIT1Y OF THE
<br />OWNER BUILDER. CONCEPTUAL DESIGN INC. SHALL NOT BE RESPONSIBLE FOR ANY SUCH VARIANCES MADE OR
<br />ADVISED BY ANY OFFICIAL, BUILDER OR OTHER PERSON AND ANY SUCH VARIANCE NULLIFIES ANY RESPONSIBILITY
<br />THAT CONCEPTUAL DESIGN INC. MAY HAVE WITH RESPECT TO THIS PLAN OR CONSEQUENT CONSTRUCTION.
<br />° ALL REQURRMENTS, WHETHER GENERAL OR SPECIFIC, SHALL BE INTERPRETED IN CONJUNCTION WITH ALL OTHER
<br />INFORMATION APPEARING IN THE DRAWINGS AND SPECIFICATIONS.
<br />° ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGHT OF 2500 PSI AT 28 DAYS.
<br />° CONCRETE FOOTINSGS MUST BE PLACED ON UNDISTURBED OR COMPACTED SOIL PER IRC, FOOTINGS SHOWN ON
<br />THESE DRAWINGS HAVE BEEN DESIGNED FOR SOIL BEARING CAPACITY OF 1500 PSF.
<br />° UNLESS OTHERWISE SHOWN OR NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BARS SHALL BE AS
<br />FOLLOWS:
<br />1-CONCRETE IN CONTACT WITH EARTH
<br />UNIFORMED 3 INCHES.
<br />2-CONCRETE IN CONTACT WITH EARTH
<br />FORMED 31NCHES.
<br />3-WALL,EXTERIOR FACE 21NCHES
<br />4-WALL INETERIOR FACE 3/4" INCHES
<br />5-STRUCTURAL SLABS 3/4" INCHES
<br />° ALL REINFORCEMENTS SHALL 13E POSITIONED INTO CONCRETE AS PER ENG. DETAILS.
<br />° INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
<br />° REFER TO STRUCTURAL ENGINEER NOTES FOR ADDITIOINAL INFORMATION.
<br />I
<br />ASSUMED DESIGN LOADS
<br />(UNLESS OTHERWISE NOTED)
<br />° ROOF DESIGN LOAD (LIVE AND DEAD)= 25 P.S.F.
<br />m FLOOR DESIGN LOAD (LIVE AND DEAD)= 40 P.S.F.
<br />® BALCONY DECK DESIGN LOAD (LIVE AND DEAD)=60 P.S.F.
<br />° STAIR (LIVE AND DEAD)=200 P.S.F.
<br />m FRAMING LUMBER SHALL BE NUMBER (2) OR BETTER DOUGLAS FIR UNLESS 01-HERWISE SPECIFIED ON PLAN.
<br />° ALL BEAMS AND LINTEL SIZES SHOWN ON THE DRAWWGGS ARE BASED ON NUMBER TWO (2) DOUGLAS FIR
<br />UNLESS OTHERWISE INDICATED.
<br />® FLOOR AND ROOF SHEATHING TO BE LAID CONTINOUS OVER TWO OR MORE SPANS AND FACE GRAIN
<br />PERPENDICULAR TO SUPPORTS. ALLOW MIN. SAPCE 106" BETTWEEN END JOINTS AND JOINTS AND 1/8" AT EDGE JOINTS
<br />FOR EXPANSIONS AND CONTRACTION OF PANELS.
<br />o JOISTS ARE TO BE DOUBLED UNDER PARALLEL PARTITIONS.
<br />° JOISTS SHALL BE PLACED TO ACCOMMODATE HEATING AND PLUMBING ETC.
<br />° ALL HEADERS AND TRIMMERS TO COMPLY WITH IRC.
<br />° REFER TO STRUCTURAL ENGINEER NOTES FOR ADDITIONAL NFORMATON.
<br />° OWNER BUILDER TO OBTAIN CERTIFICATE FROM MANUFACTURER OF FLOOR TRUSSES, ROOF TRUSSES
<br />AND GLU-LAM BEAMS.
<br />® WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
<br />DIMENSIONS ARE FROM THE FACE OF STUDS.
<br />PLUMBING
<br />® Uniform Pluming Code (IAPMO)
<br />n INSTALLATION OF ENTIRE HEATING SYSTEM SHALL COMPLY WITH MANUFACTURERS DIRECTIONS WHERE APPLICABLE
<br />AND CONFORME WITH LOCAL CODES AND REGULATIONS IN ALL RESPECTS.
<br />° INSTALLATION OF ELECTRICAL ITEMS MUST COMPLY WITH LOCAL ELECTRICAL CODES AND REGULATIONS AND WITH
<br />LOCAL ELECTRICAL_ POWER SUPPLY REGULATONS IN ALL RESPECTS.
<br />° OUTLET LOCATIONS SHOW ON PLANS COMPLY WITH OR EXCEED NATIONAL ELECTRIC CODE REQUERMENTS AND
<br />ARE TO BE USED AS A GUIDE ONLY. ADJUST ACCORDING TO OWNERS AND LOCAL AUTHORITIES REQUERMENTS.
<br />° APPROVED HEAT SMOKE DETECTORS TO BE INSTALLED AS REQUIRED PER IRC.
<br />° GLAZING WEIGHTS SHALT_ COMPLY WITH IRC
<br />m IF GLASS SLIDING PATIO DOORS ARE TO BE INSTALLED, THEY MUST BE OF TEMPERED GLASS.
<br />° GLLSS OTHER THAN SAFETY GLASS NOT TO BE USED FOR A SHOWER OR BATHTUB ENCLOSURE. ALL WORK SHALL
<br />COMPLY WITH IRC
<br />° REFER OT DRAWING FOR SPECIFICATION.
<br />NAILING SCHEDULE
<br />(SEE IBC)
<br />CONNECTION NAILING
<br />JOIST TO SILL OR GIRDER,
<br />3-8d
<br />BRIDGING TO JOIST,AND EACH END
<br />2-8d
<br />SILL PLATE TO JOIST OR BLOCKING,
<br />16d AT 126" O.G.
<br />TOP PLATE TO STUD,
<br />2-16d
<br />DOUBLE STUDS,
<br />16d AT 24" O.C.
<br />DOUBLED TOP PLATES,
<br />16d AT 16" O.C.
<br />TOP PLATES, LAPS AND INTERSECTIONS,
<br />2-16d
<br />CEILING JOIST TO PLATE,
<br />3-8d
<br />CONTINUOUS HEADER TO STUD,
<br />4-8d
<br />CEILING JOISTS, LAPS OVER PARTIONS,
<br />3-16d
<br />BUILT-UP CORNER STUDS
<br />16d AT 24" O.C.
<br />fw I
<br />A. FIELD VERIFIES ALL CABINET DIMENSIONS PRIOR TO FABRICATION.
<br />B. KITCHEN COUNTER TOP AND BAR TOP TO BE 36"/42" WITH 4" SPLASH AND RETUERN.
<br />C. BATH COUNTER TOP TO BE 30" WITH 4" SPLASH AND RETURN.
<br />SPECIFICATIONS
<br />A. DO NOT SCALE ANY DRAWINGS NI THIS DOCUMENT.
<br />B. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH IRC
<br />C. ALL CONSTRUCTION SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAIL.
<br />D. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL STRUCTURAL
<br />DETAILS.
<br />E. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS,
<br />F. ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOM HAVE MINIMUM NET OPENING OF 5.7 SQ.FT.
<br />AND MINIMUM HEIGHT OF 24", MINIMUM WIDTH SHALL BE 20" EGRESS AND RESCUE FROM SLEEPING
<br />ROOMS SHALL HAVE A SILL HIGHT OF NOT MORE THAN 44".
<br />° CAULK OVER AND AROUND ALL EXTERIOR OPENING USING NON -HARDENING CAULKING COMPOUND.
<br />° FLASH ALL CHANGES OF MATERIALS ON EXTERIOR WALLS.
<br />° FLASH OVER ALL EXTERIOR OPENING.
<br />° ALL SIDING OR STUCCO 1-0 BE MINIMUMI OF 6" ABOVE FININSHD GRADE.
<br />a ALL BALCONY RAILINGS TO BE 36" IN HEIGHT.MAXIMUM SPACING BETWEEN VERTICAL MEMBERS
<br />SUCH THAT A SPHERE 4" IN DIAMIETR CAN NOT PASS THROUGH.
<br />o FLOOR FINISHES,BATIHROOMI VAN€TIES,SATIH SPLASH AND KITCHEN CABINETS TO MEET SPECIFICATIONS
<br />OF OWNER BUILDER.
<br />m COATS AND CLOTHES SHALL HAVE AT LEAST ONE ROD AND SHELF. LINEN CLOSET SHALL HAVE 5
<br />ADJUSTABLE SHELVES WHEREVER POSSIBLE.
<br />° CERAMIC AND PLASTIC TILES INSTALLED ON WALLS AROUND BATHTUBS OR SHOWERS SHALL BE APPLIED OVER
<br />MIISTURE RESISTANTBACKING.
<br />° ALL NAILS USED IN THE EXTERIOR TRIMS OR SIDINGS SHALL BE GALVENIZE OR ALUMINUM.
<br />° USE COOLER NAILS AT 7" O.C. ON ALL STUDS, PLATES,AND BLOCKING USE 5d NAILS WITH 1/2" WALLBOARD
<br />AND 6d NAILS WITH 5/8" UNLESS NOTED OTHERWISE.
<br />• TYPE AND THICKNESS OF GYPSUM WALLBOARD AS PER DRAWINGS, ALL WORK TO MELT WITH
<br />MANUFACTURER'S REQUERMENTS.
<br />® CEILING INSULATION MAY BE LOOSE FILL TYPE OR BATT TYPE, WALL AND FLOOR INSULATION MUST BE
<br />BATT TYPE,
<br />• WALL AND CEILINGS BETWEEN RESIDENCE AND ATTACHED GARAGE SHALL BE INSULATED.
<br />° INSULATION REQUERMENTS MAY VARY WITH HEATING SYSTEM AND WITH LOCAL CONDITIONS. PLEASE
<br />CHECK WITH LOCAL AUTHRITIES.
<br />° ALL ROOF SPACES SHALL BE VENTILATED WITH SOFFIT,ROOF OR GABLE VENTS OR COMBINATION OF
<br />THESE EQUALLY DISTRIBUTED BETWEEN THE TOP OF ROOF SPACE AND SOFFITS.
<br />° ALL VENTILATION OF CRAWL SPACES AND ROOF SPACES SHALL CONFORM TO IRC
<br />43L-h 9T SE
<br />w
<br />Em
<br />sm
<br />of
<br />GENERAL
<br />NOTES
<br />
|