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<br />BUILDING AIR LEAKAGE SEALS & WEATHER STRIPPING
<br />(R402.4) EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS
<br />BETWEEN WALLS AND FOUNDATION, WALLS OR ROOFS AND ALL OTHER
<br />PENETRATIONS SHALL BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO
<br />LIMIT AIR LEAKAGE. OTHER EXTERIOR JOINTS SHALL BE SIMILARLY TREATED, TAPED
<br />OR COVERED WITH MOISTURE VAPOR PERMEABLE WRAP,
<br />BUILDING AIR LEAKAGE TESTING (R402,4.1.2 TESTING)
<br />AS REQUIRED BY INSPECTOR, VERIFY WITH EACH PROJECT. EXISTING/REMODEL
<br />PORTIONS OF HOUSE DO NOT REQUIRE BLOWER DOOR TEST. ONLY ADDITION AND
<br />NEW CONSTRUCTION REQUIRE BLOWER DOOR TESTING, ADDITION/NEW
<br />CONSTRUCTION SHALL NOT EXCEED 5 AIR CHANGES PER HOUR. TESTING TO BE
<br />PERFORMED BY APPROVED 3rd PARTY. PERFORM TESTING PER WSEC
<br />REQUIREMENTS.
<br />HVAC CONTROLS
<br />EACH DWELLING UNIT IS REQUIRED TO HAVE ONE PROGRAMMABLE THERMOSTAT
<br />FOR THE REGULATION OF TEMPERATURE PER EACH SYSTEM.
<br />DUCT TESTING
<br />R403.2.2 DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33, IF NOT
<br />ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE, R403.2.1 DUCT SHALL BE
<br />INSULATED WITH RB MIN.
<br />LIGHTING
<br />R404.1 A MIN. OF 90% OF PERMANENTLY INSTALLED LAMPS SHALL- BE HIGH
<br />EFFICIENCY.
<br />ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS R405.1 SCOPE. THIS
<br />SECTION ESTABLISHES OPTIONS FORADDITIONAL CRITERIATO BE DIET FOR
<br />ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES, AS DEFINED IN
<br />SECTION 101.2 OF THE INTERNATIONAL RESIDENTIAL CODE, AND DWELLING
<br />UNITS IN RESIDENTIAL BUILDINGS TO DEMONSTRATE COMPLIANCE WITH THIS
<br />CODE. R406.2 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS (MANDATORY).
<br />EACH DWELLING UNIT IN A RESIDENTIAL BUILDING TALL COMPLY WITH
<br />SUFFICIENT OPTIONS FROM TABLE R406.2 SO AS TO ACHIEVE THE FOLLOWING
<br />MINIMUM NUMBER OF CREDITS:
<br />1. SMALL DWELLING UNIT: ..... - .................3.0 CREDITS DWELLING UNITS LESS
<br />THAN 1500 SQUARE FEET IN CONDITIONED FLOOD AREA WITH LESS TITAN 390
<br />SQUARE FEET OF FENESTRATION AREA, ADDITIONS TO
<br />EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR
<br />AREA BUT LESS THAN 1500 SQUARE FEET.
<br />2. MEDIUM DWELLING UNIT... ...... ....... _ 6.0 CREDITS ALL DWELLING UNITS THAT
<br />ARE NOT INCLUDED IN #1 OR 93. EXCEPTION: DWELLING UNITS SEWING R-2
<br />OCCUPANCIES SHALL REQUIRE 2.5 CREDITS.
<br />3. LARGE DWELLING UNIT..... 7.0 CREDITS DWELLING UNITS
<br />EXCEEDING 5000 SQUARE FEET OF CONDITIONED FLOOR AREA. EXCEPTION:
<br />DWELLING UNITS SERVING R-2 OCCUPANCIES SHALL REQUIRE
<br />2.5 CREDITS.
<br />4. ADDITIONS LESS THAN 500 SQUARE FEET. 1.5 CREDITS. THE DRAWINGS
<br />INCLUDED WITH THE BUILDING PERMIT APPLICATION SHALL IDENTIFY WHICH
<br />OPTIONS HAVE BEEN SELECTED AND THE POINT VALUE OF
<br />EACH OPTION, REGARDLESS OF WHETHER SEPARATE MECHANICAL,
<br />PLUMBING, ELECTRICAL, OR OTHER PERMITS ARE UTILIZED FOR
<br />THE PROJECT.
<br />MOISTURE VAPOR RETARDERS
<br />IRC R601.3 INSTALL A VAPOR RETARDER SUCH AS KRAFT/PAPER FACED
<br />INSULATION, VAPOR RETARDING PAINT, VAPOR RETARDING FOIL OR OTHER
<br />APPROVED VAPOR RETARDERS IN ALL FRAMED WALLS, FLOORS AND CEILING
<br />ELEMENTS OF THE CONDITIONED BUILDING ENVELOPE ON THE WARM (WINTER) SIDE
<br />OF INSULATION. IN WET AREAS SUCH AS SHOWER STALLS INSTALL VAPOR BARRIER
<br />BEHIND TILE BACKER BOARD OR INSTALL A WATERPROOF MEMBRANE OVER TILE
<br />BACKER BOARD. INSTALL VAPOR BARRIER BEHIND BATH TUBS AND SHOWERS.
<br />REMODEL/ADDITIONS
<br />R101.4.3 REMODELS AND ADDITIONS SHALL CONFORM TO ENERGY CODE AS THEY
<br />RELATE TO NEW CONSTRUCTION. EXPOSED EXISTING CAVITIES SHALL BE FILLED WITH
<br />INSULATION. 2x4 FRAMING AMID R15, 2x6 FRAMING ADD R21.
<br />INSULATION GLAZING/VAPOR RETARDER
<br />RESIDENTIAL SPACES SHALL CONFORM TO THE FOLLOWING CRITERIA
<br />2013 WASHINGTON STATE ENERGY CODE, TABLE R402.1.1, "INSULATION AND
<br />FENESTRATION REQUIREMENTS BY COMPONENT" FOR CLIMATE ZONE MARINE 4
<br />FENESTRATION U-FACTOR 0.23
<br />SKYLIGHT U-FACTOR 0.50
<br />GLAZING FENESTRATION SHGC NR
<br />CEILING R-FACTOR R49EXCEPT SINGLE RAFTER/JOIST/
<br />VAULTED CEILINGS CAN BE REDUCED TO R33
<br />WOOD FRAME WALLS R21 INT.
<br />MASS WALL R21 /21
<br />FLOOR R30
<br />BELOW GRADE WALLS R10 CONTINUOUS ON THE EXTERIOR
<br />OF THE WALL, OR RI ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE
<br />WALL, OR R21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND
<br />THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL.
<br />SLAB R10,FOR 2FT.
<br />SEE GLAZING CALCULATIONS ON WINDOW SCHEDULE,
<br />STAIRWAYS SHALL HAVE A MIN. WIDTH OF 36". HAND RAILS MAY ENCROACH
<br />A MAX. OF 3 1 /2" INTO THE REQUIRED WIDTH.
<br />TREADS SHALL HAVE A MIN. WIDTH OF 10". STAIR TREADS MUST BE UNIFORM AND
<br />CAN NOT VARY FROM THE LARGEST TO THE SMALLEST BY MORE THAN 3/9".
<br />STAIRWAYS SHALL HAVE MIN. 6-8" OF HEADROOM AT THE NOSE OF THE STAIR,
<br />ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS SHALL BE PROTECTED ON THE
<br />ENCLOSED FACE WITH 5/3" TYPE "X" GYPSUM WALL BOARD.
<br />STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL LOCATED 34" TO 39" ABOVE THE
<br />NOSING OF TREADS AND LANDINGS. THE HAND GRIP PORTION OF HANDRAILS
<br />SHALL NOT BE LESS THAN 1-1 /2" OR GREATER THAN 2" IN CROSS -SECTIONAL
<br />DIMENSION.
<br />HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. THE ENDS OF
<br />HANDRAILS SHAD- RETURN TO WALL OR TERMINATE INTO A NEWEL POST OR
<br />SAFETY TERMINAL.
<br />STAIRWAYS HAVING LESS THAN 4 RISERS DO NOT REQUIRE A HAND RAIL.
<br />36" MIN. HEIGHT GUARDRAILS SHALL BE PROVIDED FOR AT PORCHES, DECKS,
<br />BALCONIES, STAIRWAYS AND LANDINGS WHERE THE ADJACENT SURFACE IS
<br />GREATER THAN 30" BELOW.
<br />RAILING AND GUARDRAIL BALUSTER SPACING SHALL BE LESS THAN 4".
<br />THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF
<br />GUARDRAIL SHALL NOT ALLOW A 6" DIAMETER SPHERE TO PASS THROUGH.
<br />EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH
<br />SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL
<br />HAVE A MINIMUM OPEN AREA OF 5.0 SQ. FT. ON FIRST FLOOR AND 5.7 SQ. FT. ON
<br />FLOORS ABOVE LEVEL 1 EGRESS WINDOWS SHALL NOT HAVE AN OPEN AREA LESS
<br />THAN 20" WIDE OR 24"HIGH,
<br />DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4" TIGHT FITTING
<br />SOLID CORE DOORS WITH A RATING OF 20 MINUTES. DOOR SHALL BE SELF
<br />CLOSING
<br />EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN.
<br />DOOR SHALL BE OPEN FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
<br />KNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY
<br />GLASS WITH MIN. -VALUE OF 0.30
<br />LEQj GAL jMt :
<br />HOME OWNERAND ARCHITECT SHALL DO A WALK-THRU WITH RELEVANT
<br />INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS,
<br />SWITCHES, CABLE, DATA, PHONE, AUDIO, ETC.
<br />ELECTRICAL NOTES:
<br />1. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES
<br />SHALL BE G.F,I. OR G.F.LC. OR ARC FAULT PER NATIONAL, STATE
<br />ELECTRICAL CODE REQUIREMENTS.
<br />2. PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH
<br />CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO
<br />HOUSE POWER AND INTER -CONNECT SMOKE DETECTORS SO THAT,
<br />WHEN ANY ONE IS TRIPPED, T HEYALL WILL SOUND. PROVIDE BATTERY
<br />BACKUP FOR ALL UNITS.
<br />3. CIRCUITS SHALL BE !VERIFIED WITH HOME OWNER AND ARCHITECT
<br />PRIOR TO WIDE INSTALLATION.
<br />4. FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH
<br />DOME OWNER AND ARCHITECT.
<br />-
<br />M M A 1 t.
<br />INSULATE WASTE LIKES FOR SOUND CONTROL
<br />N
<br />SECTION R806 IRC ENCLOSED ATTICS AND RAFTERS SPACES WHERE CEILINGS ARE
<br />APPLIED TO UNDERSIDE SHALL HAVE CROSS VENTILATION WITH 1/8"-1/4"
<br />CORROSION RESISTANT WIRE MESH,
<br />THE TOTAL NET FREE VENTILATION AREA NOT LESS THAN 1 /150 OF TOTAL AREA
<br />EXCEPT AREAS THAT PROVIDE 50-30% OF REQUIRED VENTING IN THE UPPER
<br />PORTION AND AT LEAST 3 FEET ABOVE EAVE AND BALANCE AT EAVES, OR A
<br />VAPOR RETARDER NOT EXCEEDING 1 PERM IS INSTALLED ON WARM SIDE OF
<br />INSULATION.
<br />WHERE VENTING OCCURS ADD BAFFLES TO DEFLECT AIR ABOVE INSULATION.
<br />INSULATION SHALL NOT BLOCK THE FLOW OF AIR. A MIN. OF 1" AIR SPACE ABOVE
<br />INSULATION AND ROOF SHEATHING.
<br />CROSS VENTILATION OF RAFTER BAYS AT VALLEY, EY, SKYLIGHTS OR OTHER
<br />OBSTRUCTION. NOTCHING OR DRILLING OF HOLES PER IRC 302.7
<br />ATTIC ACCESS IF AREA EXCEEDS 30 SF. AND A 30" VERTICAL HEIGHT MEASURED
<br />BETWEEN FRAMING MEMBERS. ROUGH FRAMED AREA 22"x30" IN AN ACCESSIBLE
<br />AREA. IN ACCESS IS IN HEATED AREA THEN INSULATE HATCH AND WEATHER STRIP.
<br />M1507 IS REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY
<br />ROOM, AND OTHER ROOMS WHERE EXCESSIVE WATER VAPOR AND ODOR IS
<br />PRODUCED.
<br />BATHROOM 50 CFM MIN. INTERMITTENT, OR 20 CFM CONTINUOUS
<br />KITCHEN 90 CFM MIN. INTERMITTENT, OR 25 CFM CONTINUOUS
<br />PROVIDE A MOTORIZED MIXING DAMPER INTERCONNECTED WITH AIR HANDLING
<br />FAN AND A 24 HOUR TIMER. HVAC TO COMPLY WITH M 1503 FOR SIZING OF
<br />DUCTS,DAMPERS, VENTILATION RATE, FAN NOISE AND ALL OTHER REQUIREMENTS.
<br />ALL GAS APPLIANCES REQUIRING FRESH AIR INTAKE AND EXHAUST DIRECT TO
<br />OUTSIDE AND HAVE SEALED COMBUSTION CHAMBERS.
<br />EXHA S_
<br />KITCHEN RANGE, CLOTHES DRYERS DUCTING TO HAVE SMOOTH INTERIOR DUCTS,
<br />AIR TIGHT VENTED TO OUTSIDE WITH BACK DRAFT DAMPERS. DUCTS SHALL NOT BE
<br />INSTALLED WITH SCREWS WHICH WOULD OBSTRUCT FLOW, 4" MIN. DIAMETER AND
<br />MAX. IR COMBINED VERT./HORIZ. RUN WITH MAX. TWO 90 DEGREE TURNS,
<br />DEDUCT 2' PER 90 DEGREE TURN OVER TWO MAX.
<br />HVAC AND PLUMBING PERFORMED IN A "BIDDER -DESIGN MANNER UNO. THE
<br />CONTRACTOR SHALL SUBMIT SUCH SYSTEMS SEPARATELY FOR PERMIT.IT IS THE
<br />CONTRACTOR RESPONSIBILITY TO TO DESIGN THE SYSTEMS TO MEET ALL
<br />REQUIREMENTS AND CODE. CONTRACTOR SHALL SUBMIT DRAWINGS, PAY FOR
<br />AND OBTAIN PERMITS AND PERFORM WORK IN A MANNER THAT EXCEEDS
<br />WORKMANSHIP FOR THE INDUSTRY.
<br />ALL DRAWINGS ARE TO BE SUBMITTED FOR REVIEW AND APPROVAL TO THE
<br />OWNER BEFORE PERFORMING WORK.
<br />THE HEATING FOR THIS PROJECT IS EXISTING AND NEW ELECTRIC WALL UNITS WITH
<br />FAN.
<br />APPLIANCES INSTALLED IN AREAS SUBJECT TO DAMAGE SHALL BE INSTALLED
<br />BEHIND BOLLARDS OF STEEL OR CONCRETE. GAS EQUIPMENT IN GARAGES SHALL
<br />BE ELEVATED 1 B" ABOVE FLOOR LEVEL
<br />fi
<br />INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION
<br />MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS.
<br />ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO
<br />MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION. IT IS
<br />RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCK PILE OF THIS
<br />MATERIAL ON SITE FOR QUICK APPLICATION.
<br />HYDROSEED WITH A WOOD CELLULOSE FIBER MULCH APPLIED AT A RATE OF
<br />2,000#/ACRE. USE AN ORGANIC TACKIFIER AT NO LESS THAN 150 it/ACRE OR
<br />PER MANUFACTURE'S RECOMMENDATION IF HIGHER. APPLICATION OF
<br />TACKIFIER SHALL BE HEAVIER AT EDGES, IN VALLEYS AND AT CRESTS OF BANKS
<br />AND OTHER AREAS WHERE SEED CAN BE MOVED BY WIND OR WATER.
<br />CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
<br />PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.
<br />FINAL GRADE TO CONVEY SURFACE DRAINAGE TOWARDS DOWN HILL.
<br />AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES,
<br />VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AND STRIPPED OF
<br />TOPSOIL.
<br />I ItIll!1I
<br />4
<br />r
<br />LS -S 0- S :
<br />EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.0 SQ.FT. FIRST
<br />FLOOR, 5.7 SQ. FT. ABOVE FIRST LEVEL WITH A MINIMUM WIDTH OF 20 IN. AND
<br />HEIGHT OF @24 IN. AND A SILL LESS THAN 44" ABOVE FIN. FLR.
<br />ALL GLAZING WITHIN 13 IN, OF THE FLOOR AND/OR WITHIN 24 IN, OF ANY DOOR
<br />(REGARDLESS OF WALL PLANE) ARE TO HAVE SAFETY GLAZING. ALL GLAZING
<br />WITHIN 60 IN. OF TUB OR SHOWER FLOOR, 60 IN, OF A STAIR LANDING OR
<br />GREATER THAN 9 SQUARE FEET ARE TO HAVE SAFETY GLAZING
<br />SKYLIGHTS ARE TO BE GLAZED WITH TEMPERED GLASS ON OUTSIDE AND
<br />LAMINATED GLASS ON THE INSIDE (UNLESS PLEXIGLAS). GLASS TO HAVE
<br />MAXIMUM CLEAR SPAN OF 25 IN, AND FRAMF IS TO BE ATTACHED TO A 2x CURB
<br />WITH A MINIMUM OF 4 IN. ABOVE ROOF PLANE.
<br />ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLASS.
<br />ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS
<br />ARE TO BE SOLID CORE WITH WEATHERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT
<br />LOCKS ON ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL DOORS AND
<br />WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE.
<br />PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR
<br />ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND
<br />INTER -CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO
<br />THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY
<br />BACKUP FOR ALL UNITS. ONE CARBON MONOXIDE DETECTOR OUTSIDE OF
<br />BEDROOMS.
<br />ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE
<br />G.F.I.OR G.F.I.C. AND ARCHFAULT PER NATIONAL AND STATE ELECTRICAL CODE
<br />REQUIREMENTS.
<br />INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO
<br />MINIMUM 7W ABOVE SHOWER DRAINS,
<br />INSULATE WASTE LINES FOR SOUND CONTROL.
<br />ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL.
<br />PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO
<br />JOISTS AND OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT.
<br />ALL EXTERIOR OPENINGS,FLASHINGS,COUNTER FLASHINGS,EXPANSION JOINTS
<br />SHALL BE CONSTRUCTED IN A MANNER TO MAKE THEM WATER PROOF.
<br />DRAWI -�1
<br />RENDERINGS ARE NOT TO SCALE,' ALL RENDERINGS ARE FOR ARTISTIC DEPICTION
<br />ONLY. PLAN UPDATES MAY NOT BE REFLECTED IN RENDERINGS. RENDERINGS
<br />SHALL NOT BE USED FOR CONSTRUCTION.
<br />THE FOLLOWING DOCUMENTS REQUIRE THAT SOME ASSUMPTIONS BE MADE
<br />CONCERNING THE SITE ,UTILITIES AND THE BUILDINGS. THE CONTRACTOR SHALL
<br />VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES PRIOR TO
<br />CONTINUING WORK.
<br />WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER
<br />SCALED DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS
<br />RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS) AND
<br />CONDITIONS ON THE JOB AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS
<br />FROM THESE DRAWINGS. DO NOT SCALE DRAWINGS, IF A DIMENSION IS MISSING
<br />CONTACT ARCHITECT.
<br />WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER
<br />SCALED DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE
<br />CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT
<br />ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR
<br />NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES.
<br />CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS
<br />(INCLUDING ROUGH OPENINGS).
<br />THE INTENT OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL ITEMS
<br />NECESSARY FOR THE COMPLETION OF WORK. WORK NOT COVERED IN THE
<br />CONSTRUCTION DOCUMENTS WILL NOT BE REQUIRED UNLESS IT IS REASONABLY
<br />INFERRED AS BEING NECESSARY TO PROVIDE THE INTENDED RESULTS. WRITTEN
<br />SPECIFICATIONS AND GENERAL REQUIREMENTS SHALL HAVE PRECEDENCE OVER
<br />DRAWINGS. DAMAGED OR DEFECTIVE WORK OR MATERIAL SHALL BE
<br />IMMEDIATELY REPAIRED OR REPLACED TO THE APPROVAL OF THE ARCHITECT
<br />AND AT NO ADDITIONAL COST TO THE OWNER.
<br />ALL DIMENSIONS ARE TO FACE OF STUDS,MASONRY OR CONCRETE UNLESS
<br />NOTED OTHERWISE.
<br />CROSS SECTIONS AND DETAILS SHOWN DO NOT NECESSARILY INDICATE ALL LIKE
<br />CONDITIONS AND DO NOT LIMIT THE APPLICATION OF ANY DRAWING,SECTION
<br />OR DETAILS THAT MAY APPLY TO OTHER SAME OR SIMILAR CONDITION NOT
<br />REFERENCED.
<br />PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS.
<br />THE SURVEY INFORMATION HAS BEEN SUPPLIED BY SNOHOMISH COUNTY
<br />ASSESSOR MAP
<br />WILLIAM PAGE ARCHITECTS DOES NOT TAKE ANY RESPONSIBILITY FOR ANY
<br />ERRORS OR OMISSIONS.
<br />HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF
<br />REGIONAL AND LOCAL CODES. SEE CALCULATIONS. PORCHES, DECKS,
<br />FOUNDATION, FIREPLACE ENCLOSURES, AND GARAGE AREAS NOT INCLUDED IN
<br />LIVING AREA, ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR. ALL
<br />PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR
<br />FOAM.
<br />INSTALL FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN
<br />PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH
<br />OPENING CAVITIES.
<br />INSULATE ALL ACCESS DOORS/ HATCHES TO ATTICS TO R43, CRAWL SPACES
<br />EQUAL THE WALL,FLOOR RATING.
<br />a
<br />THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2013 IRC AND ALL
<br />ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS.
<br />2013 IEC, 2018 IMC AND 2013 IPC SHALL BE USED.
<br />THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK
<br />KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR
<br />REGULATIONS. THE CONTRACTOR SHALL ALSO PERFORM COORDINATION WITH
<br />ALL UTILITIES AND STATE,COUNTY AND CITY AUTHORITIES.
<br />THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER
<br />FUNCTION OF PLUMBING, HVAC: AND ELECTRICAL SYSTEMS. THE GENERAL
<br />CONTRACTOR SHALL NOTIFY THIS OFFICE WITH ANY PLAN CHANGES REQUIRED
<br />FOR DESIGN AND FUNCTION OF PLUMBING, HVAC; AND ELECTRICAL SYSTEMS,
<br />WILLIAM PAGE ARCHITECTS SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION
<br />MEANS AND METHODS, ACTS OR OMISSIONS OF THE CONTRACTOR OR
<br />SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO CARRY OUT WORK IN
<br />ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, AND DEFECT
<br />DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE
<br />ATTENTION OF THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK.
<br />REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL
<br />PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE
<br />CONTRACTOR.
<br />THE BUILDER SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE
<br />PLANS BEFORE STARTING WORK, WORK NOT SPECIFICALLY DETAILED SHALL BE
<br />CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL
<br />WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES
<br />AND LOCAL CODES,
<br />SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, TO THE
<br />SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR
<br />TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. PRIOR TO THE BEGINNING
<br />OF CONSTRUCTION, REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH THE
<br />ARCHITECT, ENGINEER, BUILDING OFFICIAL, GENERAL CONTRACTOR AND
<br />SPECIAL INSPECTORS.
<br />DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO:
<br />OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT
<br />DRAWINGS AND SPECIFICATIONS, BRING DISCREPANCIES TO THE IMMEDIATE
<br />ATTENTION OF THE GENERAL CONTRACTOR FOR BUILDING OFFICIAL.
<br />FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,
<br />ARCHITECT, ENGINEER, GENERAL CONTRACTOR AND OWNER IN A TIMELY
<br />MANNER.
<br />SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL
<br />INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN CONFORMANCE
<br />WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS,
<br />DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO:
<br />NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24
<br />HOURS BEFORE THE INSPECTION IS REQUIRED.
<br />MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN
<br />OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR
<br />AND APPROVED BY THE BUILDING OFFICIAL.
<br />PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT
<br />DRAWINGS AND SPECIFICATIONS AT THE JOB SITE.
<br />MAINTAIN JOB -SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL
<br />INSPECTOR.
<br />DEFINITIONS:
<br />CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK
<br />REQUIRING SPECIAL INSPECTION AT ALL TIMES.
<br />PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRE© TO
<br />CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN
<br />CONFORMANCE,
<br />THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE
<br />ROOF, FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND
<br />SHEATHED.
<br />THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND
<br />COORDINATION OF OTHER SUB CONTRACTORS TO SECURE COMPLIANCE OF
<br />DRAWINGS AND SPECIFICATIONS AND THE ACCURATE LOCATION OF
<br />STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL,ELECTRICAL,STAIRS
<br />AND ALL OTHERS ITEMS.
<br />CONTRACTOR SHALL NOTIFY OWNER,ARCHITECT AND LOCAL BUILDING
<br />OFFICIALS AT CRITICAL MILESTONES AS ESTABLISHED BY LOCAL MUNICIPALITY
<br />AND AS SHOWN IN THESE DOCUMENTS IN ORDER TO OBTAIN NECESSARY
<br />APPROVALS PRIOR TO COMMENCEMENT OF FURTHER WORK.
<br />MITI i '�E�AX
<br />THE ARCHITECT IS NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY
<br />PRECAUTIONS,MEANS,METHODS,TECHNIQUES,SEQUENCES OR
<br />PROCEDURES. THE PERIODIC SITE VISITS BY THE ARCHITECT OR ENGINEER
<br />SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION NOR
<br />RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR WORK BY THE
<br />CONTRACTORS EMPLOYEES, OR EMPLOYEES OF SUPPLIERS OR
<br />SUBCONTRACTORS,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL, OR
<br />OCCUPANCY BY ANY PERSON.THE CONTRACTOR SHALL TAKE ALL
<br />REASONABLE PRECAUTIONS FOR THE SAFETY OF AND PROTECTION TO
<br />PREVENT DAMAGEJNJURY OR LOSS TO: EMPLOYEES AND ALL OTHER
<br />AFFECTED PERSONS,ALL WORK, AND MATERIALS AND EQUIPMENT, OTHER
<br />PROPERTY( AT THE SITE OR ADJACENT PROPERTY.
<br />HOMEOWNER WILL TAKE NECESSARY PRECAUTIONS TO REMOVE OR RELOCATE
<br />ITEMS OF VALUE TO BE REUSED AND/ OR SAVED, OR IN ANY DANGER OF BEING
<br />DAMAGED DUE TO CONSTRUCTION PROCESS.
<br />THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF
<br />WILLIAM PAGE ARCH ITFCTS,DEVELOPED FOR THE EXCLUSIVE USE OF WILLIAM
<br />PAGE ARCHITECTS.USE OF THESE DRAWINGS AND CONCEPTS CONTAINED
<br />THEREIN WITHOUT THE WRITTEN PERMISSION OF WILLIAM PAGE ARCHITECTS IS
<br />PROHIBITED AND MAY SUBJECT YOU TO A CLAIM FOR DAMAGES.
<br />IT NDI
<br />i
<br />Seattle
<br />Whidbey Island
<br />PO. Box 665 Freeland
<br />Washington 98249
<br />206-283-8317
<br />pagearchitects@grnail.com
<br />www.williarnpagearchitect.com
<br />Issue/Revisions
<br />No. Gate Comments
<br />RM
<br />'v1LL 41 JA50 PAGE 11
<br />�XAIT, OF WWSHING TO
<br />Copyright 2021 William Page Architects
<br />General Notes
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