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Home My WebLink AboutEX_03_P_Architectural_Plan_221209_v1DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A0COVERSHEETHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA &LIZAMILEVSKAYAHARDIE DUPLEXPROJECT DATA:PARCEL NO.:PROPERTY TYPE:LAND AREA:ACRES:RTSQQ:ADDRESS:ZONING:MIN SETBACKS:MAX HEIGHT:WATER:SEWER/SEPTIC:ROAD ACCESS:STREET SURFACE:DESIGN TEAM:STRUCTURAL ENGINEER:OWNER(S):URBAN DESIGN GROUP15445 53rd AVE. S. STE. 110TUKWILA, WA 98188(206) 838-8250urbandesigncenter@yahoo.comCONTACT: PAVEL MELNIKNN ENGINEERINGP.O. BOW 39681 LAKEWOOD, WA 98499(253) 250-6651nnengineering@comcast.netCONTACT: NORM P. NAVARROHARDIE PROPERTIES LLC1123 Maple Ave. SW STE.: 220Renton, WA 98055gill@triadholdings.netsunny@omniahomes.comCONTACT: SUNNY SINGH 3D RENDERING NOTES:3D ELEVATIONS ARE FOR REFERENCE ONLY. THESE SHOULD NOT BE USED TO DETERMINE ANY PORTION OF THE CONSTRUCTION OTHER THAN GENERAL MATERIAL AND APPEARANCE. REFER TO ELEVATION SHEETS FOR DETAILS.PROJECT NAME:FRONT ELEVATIONBUILDING DEPARTMENT NOTES:LEGAL DESCRIPTION:HAYES & ROBERTS SUBDIVISION OF BLK 47 N.H. LATIMER'S LAKE WASHINGTON PLAT LOT 11 AND N 6 FT OF LOT 10 BLK 47PLAT BLOCK: 47PLAT LOT: 11 & POR 10FRONT/LEFT ELEVATIONURBAN DESIGN GROUPHEREBY RESERVES IT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS AND DESIGNS. THESE IDEAS, DESIGNS AND PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION FROM URBAN DESIGN GROUP. WRITTEN DIMENSIONS ON THESE PLANS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE JOB AND URBAN DESIGN GROUP MUST BE NOTIFIES IN WRITTING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS CONSTRUCTION SHOWN BY THESE DRAWINGS. COPYRIGHT © 2022 URBAN DESIGN, INC.FRONT/RIGHT ELEVATIONREAR ELEVATIONDRAWING INDEXSHEET NUMBERSHEET NAMEA0 COVER SHEETA1 GENERAL NOTES & PLAN PREVIEWA1.1 ENERGY CREDIT OPTIONS UNIT AA1.2 ENERGY CREDIT OPTIONS UNIT BA2 BASEMENT FLOOR PLANA3 MAIN FLOOR PLANA4 UPPER FLOOR PLANA5 ROOF LAYOUT & DETAILSA6 FRONT & REAR ELEVATIONSA7 RIGHT & LEFT ELEVATIONSA8 PERSPECTIVE VIEWSA9 BUILDING CROSS-SECTION & NOTESA10.0 ARCHITECTURAL DETAILSA10.1 ARCHITECTURAL DETAILSA11 SCHEDULES UNIT AA11.1 SCHEDULES UNIT BA12 HARDIE PANEL SIDING DETAILSA13 LAP SIDING DETAILSARCHITECTURAL PLAN318560-0054R5,1000.12NW-18-23-5317 HARDIE AVE NW 9805RENTON, WA 98057RM-FFRONT: 15 FT.SIDE: 5 FT.REAR: 10 FT.32 FT.WATER DISTRICTPUBLICPUBLICPAVEDPROJECT DESCRIPTION:PROPOSED 2-UNIT DUPLEX STYLE TOWNHOUSE DEVELOPMENT WITH ATTACHED GARAGE AT EACH UNIT.STRUCTURAL PLANS-0.0STRUCTURAL NOTESS-1.0FOUDATION PLANS-1.12ND FLOOR FRAMING PLANS-2.03ND FLOOR FRAMING PLANS-3.0ROOF FRAMING PLANSD-1STRUCTURAL DETAILSSD-2STRUCTURAL DETAILSSD-3STRUCTURAL DETAILSEXHIBIT 3RECEIVED02/09/2023 JDingPLANNING DIVISIONDocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A1GENERALNOTES &PLANPREVIEWHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYAINTERNATIONAL RESIDENTIAL CODE 2018 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVINGJURISDICTION TO BE FOLLOWED.2018 INTERNATIONAL RESIDENTIAL CODE2018 WASHINGTON STATE ENERGY CODECONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION & PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULLCONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLEDGENERAL NOTESGENERALUNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS.CONCRETESITE WORKBOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3''X3''X.229'' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1'' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10'-0'' FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8'' DIAMETER AT 6'-0'' O.C. MINIMUM 7'' EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PLYWOODPLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4'' CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4'' CDX T&G. UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED.WOOD TRUSSESALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. GENERAL INSULATION BAFFLES TO MAINTAIN 1'' ABOVE BATT INSULATION BAFFLES TO EXTEND 6'' ABOVE BATT INSULATIONBAFFLES TO EXTEND 12'' ABOVE LOOSE FILLINSULATIONINSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTSFRICTION FIT FACED BATTSUSE 4 MIL POLY VAPOR RETARDER AT WALLS.* R-10 RIGID FOAM INSULATION ON 4X EVADERS AT EXTERIOR WALLS. INFILTRATION CONTROL1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEENWALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, CASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8" OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIALS.2.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.5.WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION.6.AT WALL AND ROOF INTERSECTIONS.7. AT BUILT-IN GUTTERS.- ALL EXTERIOR DOORS, OTHER THAN FIRE-RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEAKAGEAROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE-RATED AND MUST MEET THE ABOVE REQUIREMENT.- ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO LIMITINFILTRATION INTO OR FROM THE BUILDING ENVELOPE.-RECESSED LIGHTING FIXTURES: WHEN INSTALLED IN THE BUILDING ENVELOPE, RECESSED LIGHTING FIXTURES SHALL BE TYPE IC RATED AND CERTIFIED TO HAVE NO MORE THAN 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. THE LIGHTING FIXTURE SHALL BE TESTED AT 75 PASCAL'S OR 1.57 LBS/FT2 PRESSURE DIFFERENCE AND HAVE A LABEL ATTACHED, SHOWING COMPLIANCE WITH THIS TEST METHOD. RECESSED LIGHTING FIXTURES SHALL BE INSTALLED WITH A GASKET OR CAULK BETWEEN THE FIXTURE AND CEILING TO PREVENT AIR LEAKAGE.VAPOR BARRIERS/ GROUND COVERSAN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH.A GROUND COVER OF 6 MIL (0.006'')BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL.WINDOWS, DOORS, HVAC, & ELECT. EQUIP.DOORS, WINDOWS AND SKYLIGHTSGENERALDOORS TO THE EXTERIOR SHALL HAVE MAX. 3'' STEP TO MIN. 36'' DEEP LANDING. . BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20'' AND MINIMUM NET CLEAR OPENING HEIGHT OF 24'', MAXIMUM FINISHED SILL HEIGHT OF 44'' ABOVE FLOOR.FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY ASTM STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA.SAFETY GLAZING SHALL BE LOCATED WITHIN1. INGRESS AND EGRESS DOORS2. SLIDING GLASS DOORS, SWINGING GLASS DOORS3. SHOWER AND BATHTUB ENCLOSURE'S4.GLAZING W/ THE EXPOSED EDGE WITHIN A 24'' ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION& BOTTOM EDGE IS LESS THAN 60'' ABOVE THE WALKING SURFACEGLAZING GREATER THAN 9 S.P. LESS THAN 13''ABOVE FINISHEDFLOOR.WINDOW SILLS: 612.2, 24" MINIMUM SILL HEIGHT EXCEPTIONS ALLOW FOR OPENING LIMITING DEVICE FOR 4" DIAMETER SPHERE AND WINDOW FALL PREVENTION DEVICE THAT COMPLIES WITH R312.2.GLAZING MAXIMUM:ALL CLIMATE ZONES:GLAZING "U" VALUE: VERTICAL (MAX): .28OVERHEAD (MAX): .50 DOOR "U" VALUE (MAX): .20 (DOORS W/ MORE THAN 50CONSIDERED A WINDOW)HVAC PERFORMANCE: "MED" OR AFUE = .97RECESSED LIGHT FIXTURES: IC RATEDSTRUCTURAL NOTES1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TOTHE CONTRACT DRAWINGS.2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BERESPONSIBLE FOR THE SAFETY OF THE BUILDING.3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALLCONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING ANDPROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS ANDUTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCALSAFETY ORDINANCES.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATINGTHE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS.ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OFENGINEER5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALLOCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT6. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICALREQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGSREQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICALCONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OROTHERWISE INCORPORATED IN STRUCTURAL WORK.7. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARDDETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS,PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENTSHALL BE SWAY OR LATERALLY BRACED.MIX AND 28 DAY STRENGTH OF CONCRETE-BASEMENT WALLS & FOUNDATIONS & OTHER CONCRETE NOT EXPOSED TO WEATHER:PER STRUCTURALS-SHEETS-BASEMENT SLABS & INTERIOR SLABS & INTERIOR SLABS ON GRADE, EXCEPT GARAGE DOOR SLABSPER STRUCTURALS-SHEETS-BASEMENT WALLS & FOUNDATION WALLS, EXTERIOR WALLS & OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER:PER STRUCTURALS-SHEETS-PORCHES, CARPORT SLABS & STEPS EXPOSED TO WEATHER, & GARAGEPER STRUCTURALS-SHEETSFLOOR SLABS:GARAGE FLOORS TO SLOPE 1/8"/FT. MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE TO BE 5-AIR ENTRAINEDCONCRETE SIDEWALKS TO HAVE 3/4" IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C.CONCRETE COVER OF REINFORCING3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER.1 1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER.3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER.LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED.GENERAL ALL FRAMING TO COMPLY WITH ENGINEERING S-SHEETS FOR NAIL SIZES AND SPACING.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.6'' MIN. CLEARANCE BETWEEN WOOD AND EARTH.18'' MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH.12'' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL.INSULATION AND MOISTURE PROTECTIONCARPENTRYTYPE OF CONSTRUCTIONUNPROTECTED WOOD FRAME (EXAMPLES OF CONSTRUCTION ARE SINGLE FAMILY HOMES AND GARAGES. THEY OFTEN HAVE EXPOSED WOOD SO THERE IS NO FIRE RESISTANCE.) V-BNOT TO SCALEPLAN PREVIEWDocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A1.1ENERGYCREDITOPTIONS UNITAHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYAENERGY CREDITS DESCRIPTIONPERSPECTIVE ENERGY CREDITSUNIT A ENERGY CREDITS :(3) MINI SPLIT WALLMOUNTED INDOOR UNIT:ALPINE HOME AIR PRODUCTS30,000 BTU (2.5 TON) 21 SEER FOUR ZONE DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM W/ WIFIMODEL: BLUERIDGE BMKH30LM21-9W-9W-9W-12WWATER HEATER:RHEEM 80 GAL.MODEL-XE80T10H22U0 HEAT PUMP HYBRID ELECTRIC WATER HEATER WITH UEF 3.70APPLIANCE PACKAGE:DISHWASHER:WHIRLPOOL 24 IN. STAINLESS STEEL FRONT CONTROL BUILT-IN TALL TUB DISHWASHER WITH 1-HOUR WASH CYCLE, 55 dBA, MODEL #WDF330PAHSREFRIGERATOR:LG ELECTRONICS 33IN. 25 CU. FT. 3-DOOR FRENCH DOOR REFRIGERATOR IN PRINTPROOF STAINLESS STEEL MODEL #LRFCS25D3SVENTLESS DRYER:24 INCH ELECTRIC VENTLESS DRYER SAMSUNG MODEL# DV22N6800HW WITH CEF RATING OF 5.85WASHER:24 INCH FRONT LOAD WASHER SAMSUNGMODEL# WW22K6800AWWSEC R402.4.1.2 REQUIRES THE DWELLING UNIT TO BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR (3.0 FOR THIS STRUCTURE PER ENERGY TABLE). TESTING MUST BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2”W.G. (50 PASCALS). FOR THIS TEST ONLY THE VOLUME OF THE HOME SHALL BE THE CONDITIONED FLOOR AREA IN SQUARE FEET MULTIPLIED BY 8.5 FEET.DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A1.2ENERGYCREDITOPTIONS UNITBHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYAENERGY CREDITS DESCRIPTIONPERSPECTIVE ENERGY CREDITSUNIT B ENERGY CREDITS :(3) MINI SPLIT WALLMOUNTED INDOOR UNIT:ALPINE HOME AIR PRODUCTS30,000 BTU (2.5 TON) 21 SEER FOUR ZONE DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM W/ WIFIMODEL: BLUERIDGE BMKH30LM21-9W-9W-9W-12WWATER HEATER:RHEEM 80 GAL.MODEL-XE80T10H22U0 HEAT PUMP HYBRID ELECTRIC WATER HEATER WITH UEF 3.70APPLIANCE PACKAGE:DISHWASHER:WHIRLPOOL 24 IN. STAINLESS STEEL FRONT CONTROL BUILT-IN TALL TUB DISHWASHER WITH 1-HOUR WASH CYCLE, 55 dBA, MODEL #WDF330PAHSREFRIGERATOR:LG ELECTRONICS 33IN. 25 CU. FT. 3-DOOR FRENCH DOOR REFRIGERATOR IN PRINTPROOF STAINLESS STEEL MODEL #LRFCS25D3SVENTLESS DRYER:24 INCH ELECTRIC VENTLESS DRYER SAMSUNG MODEL# DV22N6800HW WITH CEF RATING OF 5.85WASHER:24 INCH FRONT LOAD WASHER SAMSUNGMODEL# WW22K6800AWWSEC R402.4.1.2 REQUIRES THE DWELLING UNIT TO BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR (3.0 FOR THIS STRUCTURE PER ENERGY TABLE). TESTING MUST BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2”W.G. (50 PASCALS). FOR THIS TEST ONLY THE VOLUME OF THE HOME SHALL BE THE CONDITIONED FLOOR AREA IN SQUARE FEET MULTIPLIED BY 8.5 FEET.DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F 1615141312111098765432116151413121110987654321BASEMENT FLOOR PLANSCALE: 1/4" = 1'-0"1A9302830MECH. RM./STORAGE4" CONC.2-CAR TANDEM GARAGE12'-1" X 38'-4"+28STORAGEFOYER4" CONC.PORCH5'-0" X 9'-4"8080O.H. GARAGE DOOR302830MECH. RM./STORAGE4" CONC.2-CAR TANDEM GARAGE12'-1" X 38'-4"+28STORAGEFOYER4" CONC.PORCH5'-0" X 9'-4"8080O.H. GARAGE DOOR17' - 2 1/2"0' - 5"17' - 2 1/2"34' - 10"6' - 8"14' - 2 1/2"13' - 7 1/2"2' - 4"5' - 2"4' - 0"5' - 4"1' - 8"54' - 0"6' - 8"14' - 2 1/2"13' - 7 1/2"2' - 4"5' - 2"4' - 0"5' - 4"1' - 8"54' - 0"2' - 9"2' - 3"2' - 2"8' - 0"1' - 3"2' - 0"1' - 3"8' - 0"2' - 2"2' - 3"2' - 9"5' - 0"12' - 2 1/2"0' - 5"12' - 2 1/2"5' - 0"34' - 10"1' - 2"4' - 4"11' - 8 1/2"0' - 5"12' - 2 1/2"3' - 10"1' - 2"NOTE:GARAGE/DWELLING SEPERATION ON THE GARAGE SIDE OF WALLS AND CEILING WITH MIN. 1/2" GWB AND 5/8" TYPE 'X' GWB AT CEILING WITH HABITABLE ROOM ABOVE. PROVIDE ONE (1) HOUR FIRE SEPARATION FOR LIVING AREAS ADJACENT & ABOVE. THE GARAGE MUST BE SEPARATED FROM THE DWELLING NOT LESS THAN 1/2" GWB AS WELL AS AT BEARING WALLS.GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING.NOTE:GARAGE/DWELLING SEPERATION ON THE GARAGE SIDE OF WALLS AND CEILING WITH MIN. 1/2" GWB AND 5/8" TYPE 'X' GWB AT CEILING WITH HABITABLE ROOM ABOVE. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" INCHES THICK, OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF CLOSING DEVICE. PER R302.5.1A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW AND EXISTING DWELLINGS. HEAT DETECTORS AND HEAT ALARAMS SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS (IRC R314.2.3). AND SHALL BE CONNECTED TO AN ALARM OR MOKE ALARM THAT IS INSTALLED IN THE DWELLING PER R314.4.1. UP 16 RISERSUP 16 RISERSR302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACEUNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD.R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACEUNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD.2050PIC.2050PIC.SAFETY GLASSSAFETY GLASSCONCRETE DRIVEWAY4A105A107A1011A10BBCCFFGGEEDD77662255AAHH113344WATERPROOF MEMBRANE ALONG FOUNDATION8' - 0"46' - 0"1' - 8"14' - 9"14' - 9"1' - 8"8' - 0"46' - 0"LINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.WATERPROOF MEMBRANE ALONG FOUNDATIONWATERPROOF MEMBRANE ALONG FOUNDATIONWATERPROOF MEMBRANE ALONG FOUNDATIONUNIT AUNIT BUNIT AUNIT BLINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.WATER HEAT SYSTEM: SANCO2MODEL: GS4-45HPC + SAN-83SSAQAVALUME: 83 GALLONSSCOP: 2.9UEF: 3.7518" H PLATFORMW/ (2) LAYERS3/4" PLYWOODR-10 RIGID INSULATION UNDER ENTIRE SLABR-10 RIGID INSULATION UNDER ENTIRE SLABFIRE-RATED WALLFIRE-RATED WALLSEE PARTY WALLS DETAILS (A10)SLOPE TO DRAIN 1/4" PER FOOTSLOPE TO DRAIN 1/4" PER FOOT8' - 0"36" H. HANDRAIL A.F.F.11OVC.M.S.D.11OVC.M.S.D.SAFETY GLASSSAFETY GLASS5' - 6"5' - 6"R-21 HIGH DENSITYFIBERGLASS BATTR-21 HIGH DENSITYFIBERGLASS BATTSEE PARTY WALLS DETAILS (A9)POST PER S-SHEETSPOST PER S-SHEETSW/HW/H1A9DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A2BASEMENTFLOOR PLANHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA &LIZAMILEVSKAYAAREA SUMMARY UNIT A:BASEMENT:MAIN FLOOR:UPPER FLOOR:245797902SF.SF.SF.TOTAL (LIVING/HEATED SPACE):GARAGE:ENTRY PORCH (FRONT):WATERPROOF COV'D DECK @ MAIN FLOOR (FRONT):CONC. PATIO @ MAIN FLOOR (REAR):WATERPROOF UNCOV'D DECK @ UPPER FLOOR (FRONT):1 94456047119108119SF.SF.SF.SF.SF.SF.1.INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES GREATER THAN 24". SMOKE DETECTORS TO BE HARD-WIRED AND INTERCONNECTED, WITH BATTERY BACK-UP PER CODE.2.INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS.3.ALL INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.)4.ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)5.BASEMENT FLOOR HEADERS PER STRUCTURAL @ 8'-0" A.F.F. (U.N.O.) 6.WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT.7.DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS8.PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS.9.PROVIDE SOLID BLOCKING OVER SUPPORTS.10WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF CONCEALED SPACE DOES NOT EXCEED 1000 SF. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF 1/2" GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS PER CODE.11.PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2" NOMINAL LUMBER OR OTHER APPROVED MATERIAL.12.ASPHALT-SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6 INCHES WHERE JOINTS OCCUR PER CODE.13.APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: -THE TOP OF ALL EXTERIOR WINDOW & DOOR OPENINGS-INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO-UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS-CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM-WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL-AT WALL AND ROOF OR SOFFIT INTERSECTIONS-AT BUILT-IN GUTTERS14.EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST & INTAKE OPENINGS TO BE A MINIMUM OF 3'-0" FROM PROPERTY LINE & MINIMUM 3'-0" FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/ BACK-DRAFT DAMPERS.15.AIR EXHAUST & INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR GRILLS W/ 1/4" MINIMUM & 1/2" MAX OPENINGS IN ANY DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS PER 2018 IRC.16.DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED W/ BACK-DRAFT DAMPERS PER CODE.17.ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEX AS REQUIRED BY 2018 IRC.18. UNDER FLOOR CLEANOUT NOT MORE THAN 20' FROM ACCESS DOOR WITH AN UNOBSTRUCTED 30" WIDE X 18" HIGH PATH PATHWAY. CLEANOUTS ARE ACCESSIBLE. 12" CLEARANCE REQUIRED AT LINES LESS THAN OR EQUAL TO 2", 18" CLEARANCE AT LINES GREATER THAN 2". (UPC 707.9) 19. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, SAFETY GLAZING.TYPICAL FLOOR NOTES: NOTE:REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLANNOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.NOTE:EACH DOOR TO BE UNDERCUT A MINIMUM OF 1/2-INCH TO ASSURE FREE FLOW OF FRESH AIR THROUGHOUT HABITABLE ROOMSNORTHAREA SUMMARY UNIT B:BASEMENT:MAIN FLOOR:UPPER FLOOR:SF.SF.SF.SF.SF.SF.SF.SF.SF.TOTAL (LIVING/HEATED SPACE):GARAGE:ENTRY PORCH (FRONT):WATERPROOF COV'D DECK @ MAIN FLOOR (FRONT):CONC. PATIO @ MAIN FLOOR (REAR):WATERPROOF UNCOV'D DECK @ UPPER FLOOR (FRONT):2457979021 944560471191081191.GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 5/8" TYPE X GWB APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT.2.OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, OR 20-MINUTE FIRE-RATED DOORS. 3.DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE. IRC R309.1.14.IN SIESMIC ZONES 3 & 4, WATER HEATERS SHALL BE ANCHORED TO RESIST HORZ. DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE @ POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD PER UPC SEC. 510.55.PROVIDE OUTDOOR COMBUSTION AIR FOR WATER HEATER6.GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL AND THE AREA USED FOR THE PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY.GARAGE NOTES: DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F 181716151413121110987654321REFREF1615141312111098765418171615141312111098765432116151413121110987654MAIN FLOOR PLANSCALE: 1/4" = 1'-0"1A9WATERPROOFCOV'D DECK17'-0" X 7'-0"10' CLG.LIVING17'-1" X 12'-8"10' CLG.DINING12'-7" X 10'-0"+BUILT-INS10' CLG.KITCHEN17'-1" X 13'-6"6080S.G.D.4" CONC.PATIO17'-7" X 6'-0"BUILT-INS10' CLG.KITCHEN17'-1" X 13'-6"4" CONC.PATIO17'-7" X 6'-0"WATERPROOFCOV'D DECK17'-0" X 7'-0"10' CLG.LIVING17'-1" X 12'-8"10' CLG.DINING12'-7" X 10'-0"+6080S.G.D.DN. 16 RISERSDN. 16 RISERSUP. 16 RISERSUP. 16 RISERS5' - 6"9' - 2"2' - 6 1/2"0' - 5"2' - 6 1/2"9' - 2"5' - 6"1' - 6"16' - 11"1' - 0"16' - 11"1' - 6"37' - 10"61' - 0"37' - 10"11OVC.M.S.D.KITCHEN PER CABINET DESIGNER36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 D.W.W.C.PREP ISLAND.EATING BARBW.C.BD.W.AAINSTALL 36" WIDE GAS DIRECT VENT FIREPLACE PER MANUF. SPECS.EATING BARPREP ISLAND.KITCHEN PER CABINET DESIGNER28263028265046SLDR.5046SLDR.(2) 3060PIC.2680PIC.SAFETY GLASS2660CASE.2660CASE.SAFETY GLASS2680PIC.2680PIC.2680PIC.S.G.S.G.S.G.S.G.SAFETY GLASSSAFETY GLASS1A102A103A106A108A10BBCCFFGGEEDD77662255AAHH113344UNIT AUNIT BUNIT AUNIT BLINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.1' - 4"15' - 7"15' - 7"1' - 4"LINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.8' - 0"46' - 0"7' - 0"4' - 0"10' - 0"32' - 0"5' - 6"4' - 6"4' - 0"3' - 0"3' - 7 1/2"2' - 6 1/2"2' - 6"2' - 4"14' - 0"1' - 8"5' - 4"1' - 4"4' - 8"7' - 0"3060' - 9"7' - 9"46' - 0"7' - 0"4' - 0"10' - 0"32' - 0"5' - 6"4' - 6"5' - 6"5' - 1 1/2"2' - 6 1/2"2' - 6"2' - 4"14' - 0"36" H. GUARDRAIL A.F.F.36" H. GUARDRAIL A.F.F.SAFETY GLASSSAFETY GLASSSAFETY GLASSSAFETY GLASS2424STORAGESTORAGEPWDR.PWDR.LINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.1' - 8"5' - 4"1' - 6"17' - 2 1/2"0' - 5"17' - 2 1/2"1' - 6"4' - 0"4' - 9"4' - 9"2' - 11"2' - 0"2' - 11"4' - 9"4' - 9"4' - 0"1' - 8"14' - 9"14' - 9"1' - 8"1' - 0"7' - 0"11OVC.M.S.D.1' - 6"5' - 0"12' - 2 1/2"0' - 5"12' - 2 1/2"5' - 0"1' - 6"FIRE-RATED WALLSEE PARTY WALLS DETAILS (A9)2' - 8"3' - 9 1/2"3' - 10"2' - 8"UPPER SLVS.PANTRY3' - 0"3' - 4"3' - 4"6' - 6"5' - 6"4' - 0"4' - 2"3' - 6 1/2"3' - 6 1/2"4' - 2"4' - 0"5' - 6"8' - 10"8' - 10"LINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.3' - 4"3' - 0"6' - 6"3' - 4"2' - 2"2' - 2"11' - 1 1/2"4' - 8 1/2"2' - 8"11' - 1 1/2"4' - 8 1/2"2' - 8"36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 36" H. GUARDRAIL A.F.F.36" H. GUARDRAIL A.F.F.36" H. GUARDRAIL A.F.F.36" H. GUARDRAIL A.F.F.1' - 4"4' - 8"UPPER SLVS.PANTRYSLOPE TO DRAIN 1/8" PER FOOTSLOPE TO DRAIN 1/8" PER FOOTFIRE-RATED WALLSEE PARTY WALLS DETAILS (A9)LINE OF WALL/ FLOOR ABV.LINE OF WALL/ FLOOR ABV.R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACEUNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD.R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACEUNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD.7' - 0"7' - 0"R-21 HIGH DENSITYFIBERGLASS BATTR-21 HIGH DENSITYFIBERGLASS BATTR-21 HIGH DENSITYFIBERGLASS BATT1' - 2"1' - 6"1' - 6"1' - 2"POST PER S-SHEETSPOST PER S-SHEETS(2) MINI SPLIT WALLMOUNTED INDOOR UNIT:ALPINE HOME AIR PRODUCTS30,000 BTU (2.5 TON) 21 SEER FOUR ZONE DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM W/ WIFIMODEL: BLUERIDGE BMKH30LM21-9W-9W-9W-12W(2) MINI SPLIT WALLMOUNTED INDOOR UNIT:ALPINE HOME AIR PRODUCTS30,000 BTU (2.5 TON) 21 SEER FOUR ZONE DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM W/ WIFIMODEL: BLUERIDGE BMKH30LM21-9W-9W-9W-12W1A10.1(2) 3060PIC.1A9R.& S.R.& S.DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A3MAIN FLOORPLANHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYANORTHFOR SMOKE & CARBON MONOXIDE ALARMS SEE SHEET A6NOTE:REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLANNOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.NOTE:EACH DOOR TO BE UNDERCUT A MINIMUM OF 1/2-INCH TO ASSURE FREE FLOW OF FRESH AIR THROUGHOUT HABITABLE ROOMS1.INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES GREATER THAN 24". SMOKE DETECTORS TO BE HARD-WIRED AND INTERCONNECTED, WITH BATTERY BACK-UP PER CODE.2.INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS.3.ALL INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.)4.ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)5.MAIN FLOOR HEADERS PER STRUCTURAL @ 9-0" A.F.F. (U.N.O.) 6.WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT.7.DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS8.PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS.9.PROVIDE SOLID BLOCKING OVER SUPPORTS.10WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF CONCEALED SPACE DOES NOT EXCEED 1000 SF. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF 1/2" GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS PER CODE.11.PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2" NOMINAL LUMBER OR OTHER APPROVED MATERIAL.12.ASPHALT-SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6 INCHES WHERE JOINTS OCCUR PER CODE.13.APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: -THE TOP OF ALL EXTERIOR WINDOW & DOOR OPENINGS-INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO-UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS-CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM-WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL-AT WALL AND ROOF OR SOFFIT INTERSECTIONS-AT BUILT-IN GUTTERS14.EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST & INTAKE OPENINGS TO BE A MINIMUM OF 3'-0" FROM PROPERTY LINE & MINIMUM 3'-0" FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/ BACK-DRAFT DAMPERS.15.AIR EXHAUST & INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR GRILLS W/ 1/4" MINIMUM & 1/2" MAX OPENINGS IN ANY DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS PER 2018 IRC.16.DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED W/ BACK-DRAFT DAMPERS PER CODE.17.ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEX AS REQUIRED BY 2018 IRC.18. UNDER FLOOR CLEANOUT NOT MORE THAN 20' FROM ACCESS DOOR WITH AN UNOBSTRUCTED 30" WIDE X 18" HIGH PATH PATHWAY. CLEANOUTS ARE ACCESSIBLE. 12" CLEARANCE REQUIRED AT LINES LESS THAN OR EQUAL TO 2", 18" CLEARANCE AT LINES GREATER THAN 2". (UPC 707.9) 19. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, SAFETY GLAZING.TYPICAL FLOOR NOTES: AREA SUMMARY UNIT A:BASEMENT:MAIN FLOOR:UPPER FLOOR:245797902SF.SF.SF.TOTAL (LIVING/HEATED SPACE):GARAGE:ENTRY PORCH (FRONT):WATERPROOF COV'D DECK @ MAIN FLOOR (FRONT):CONC. PATIO @ MAIN FLOOR (REAR):WATERPROOF UNCOV'D DECK @ UPPER FLOOR (FRONT):1 94456047119108119SF.SF.SF.SF.SF.SF.AREA SUMMARY UNIT B:BASEMENT:MAIN FLOOR:UPPER FLOOR:SF.SF.SF.SF.SF.SF.SF.SF.SF.TOTAL (LIVING/HEATED SPACE):GARAGE:ENTRY PORCH (FRONT):WATERPROOF COV'D DECK @ MAIN FLOOR (FRONT):CONC. PATIO @ MAIN FLOOR (REAR):WATERPROOF UNCOV'D DECK @ UPPER FLOOR (FRONT):2457979021 94456047119108119DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F 181716151413121110987654181716151413121110987654UPPER FLOOR PLANSCALE: 1/4" = 1'-0"1A9WATERPROOFUNCOV'D DECK17'-0" X 7'-0"269' CLG.BEDRM. 311'-5" X 12'-8" +W.I.C.BATH 22424PKT.9' CLG.BEDRM. 29'-10" X 12'-10"+26R.& S.BATH 1262826W.I.C.R.& S.9' CLG.MSTR. STE.11'-9" X 14'-6"+262626LINENWATERPROOFUNCOV'D DECK17'-0" X 7'-0"269' CLG.BEDRM. 311'-5" X 12'-8" +W.I.C.BATH 22424PKT.9' CLG.BEDRM. 29'-10" X 12'-10"+26R.& S.BATH 1262826W.I.C.R.& S.9' CLG.MSTR. STE.11'-9" X 14'-6"+262626LINENR.& S.R.& S.W.D.W.D.6060SLDR.6060SLDR.2680PIC.2040CASE.4020PIC.2660PIC.EGRESSEGRESSEGRESSEGRESSEGRESSEGRESS6080S.G.D.SAFETY GLASS8080S.G.D.SAFETY GLASS2680PIC.2680PIC.2680PIC.2660PIC.4020PIC.6060SLDR.2040CASE.6060SLDR.DN. 18 RISERSDN. 18 RISERSW.C.AW.C.ACW.C.AW.C.ABATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSERBENT SURFACE. SUCH SURFACE SHALL EXTEND TO HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. IRC 307.2 BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSERBENT SURFACE. SUCH SURFACE SHALL EXTEND TO HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. IRC 307.2 WHOLE HOUSE FANW/ AUTO TIMER &MANUAL OVERRIDE11OVS.D.11OVS.D.11OVS.D.11OVS.D.11OVC.M.S.D.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.10A1012A1013A10BBCCFFGGEEDD77662255AAHH113344UNIT AUNIT BUNIT AUNIT B37' - 10"18' - 8 1/2"0' - 5"18' - 8 1/2"1' - 6"16' - 5"2' - 0"16' - 5"1' - 6"4' - 0"4' - 9"4' - 9"2' - 11"2' - 11"4' - 9"4' - 9"4' - 0"36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 36" H. GUARDRAIL A.F.F.GUARDRAIL A.F.F.GUARDRAIL A.F.F.SLOPE TO DRAIN 1/4" PER FOOTSLOPE TO DRAIN 1/4" PER FOOTLINE OF WALL/ FLOOR BLW.LINE OF WALL/ FLOOR BLW.61' - 0"8' - 0"52' - 0"1' - 0"7' - 0"3' - 7"4' - 1"7' - 8"2' - 9"3' - 1"2' - 4"1' - 4"5' - 0"5' - 0"1' - 10"5' - 3"4' - 3"5' - 10"61' - 0"7' - 9"52' - 0"1' - 0"7' - 0"3' - 4"4' - 4"7' - 8"2' - 9"3' - 1"2' - 4"1' - 4"5' - 0"5' - 0"1' - 10"5' - 3"4' - 1"6' - 0"BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSERBENT SURFACE. SUCH SURFACE SHALL EXTEND TO HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. IRC 307.2 PARAPETPARAPETD.S.D.S.THRU-WALL SCUPPERFOR DRAINLINE OF CANOPY ABV.LINE OF CANOPY ABV.5' - 10"4' - 4"7' - 0 1/2"0' - 5"7' - 0 1/2"4' - 4"5' - 10"11OVS.D.66"X36"TUB/ SHOWER66"X36"TUB/ SHOWER3' - 6"3' - 6 1/2"3' - 6 1/2"3' - 6"60BI-PASS60BI-PASS11OVC.M.S.D.36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 36" H. GUARDRAIL A.F.F.36" H. GUARDRAIL A.F.F.LINE OF WALL/ FLOOR BLW.11OVC.M.S.D.11OVC.M.S.D.C1' - 6"8' - 4"1' - 10"3' - 6"3' - 6 1/2"3' - 6 1/2"3' - 6"1' - 10"8' - 4"1' - 6"37' - 10"1' - 6"17' - 2 1/2"0' - 5"17' - 2 1/2"1' - 6"6' - 2"5' - 8"5' - 1"1' - 0"6' - 3"4' - 10"5' - 10"60"X36"TUB/ SHOWERR.& S.R.& S.R.& S.R.& S.LINE OF WALL/ FLOOR BLW.LINE OF WALL/ FLOOR BLW.6' - 2"3' - 8"3' - 10"3' - 6 1/2"3' - 6 1/2"3' - 10"3' - 8"5' - 10"11OVS.D.60"X36"TUB/ SHOWER7' - 2"12' - 4 1/2"2' - 2"2' - 2"4' - 0"LINE OF WALL/ FLOOR BLW.R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACEUNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD.3' - 11 1/2"3' - 11 1/2"FIRE-RATED WALLSEE PARTY WALLS DETAILS (A10)R-21 HIGH DENSITYFIBERGLASS BATTR-21 HIGH DENSITYFIBERGLASS BATTSEE PARTY WALLS DETAILS (A10)FIRE-RATED WALLTHRU-WALL SCUPPERFOR DRAINMETAL CAPMETAL CAP9A10POST PER S-SHEETSPOST PER S-SHEETS2A10.13A10.14A10.15A10.11A51A9DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A4UPPERFLOOR PLANHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA &LIZAMILEVSKAYANORTHFOR SMOKE & CARBON MONOXIDE ALARMS SEE SHEET A6NOTE:REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLANNOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.NOTE:EACH DOOR TO BE UNDERCUT A MINIMUM OF 1/2-INCH TO ASSURE FREE FLOW OF FRESH AIR THROUGHOUT HABITABLE ROOMS1.INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES GREATER THAN 24". SMOKE DETECTORS TO BE HARD-WIRED AND INTERCONNECTED, WITH BATTERY BACK-UP PER CODE.2.INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS.3.ALL INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.)4.ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)5.UPPER FLOOR HEADERS PER STRUCTURAL @ 8-0" A.F.F. (U.N.O.) 6.WINDOW SIZES ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT.7.DOOR SIZES NOTED ARE SLABS NOT ROUGH OPENINGS8.PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS.9.PROVIDE SOLID BLOCKING OVER SUPPORTS.10WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF CONCEALED SPACE DOES NOT EXCEED 1000 SF. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF 1/2" GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS PER CODE.11.PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STOIRES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL CONSIST OF NOT LESS THAN 2" NOMINAL LUMBER OR OTHER APPROVED MATERIAL.12.ASPHALT-SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATIVE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PERMANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6 INCHES WHERE JOINTS OCCUR PER CODE.13.APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: -THE TOP OF ALL EXTERIOR WINDOW & DOOR OPENINGS-INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO-UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS-CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM-WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL-AT WALL AND ROOF OR SOFFIT INTERSECTIONS-AT BUILT-IN GUTTERS14.EXTERIOR LOCATIONS FOR ENVIRONMENTAL AIR DUCT EXHAUST & INTAKE OPENINGS TO BE A MINIMUM OF 3'-0" FROM PROPERTY LINE & MINIMUM 3'-0" FROM BUILDING OPENINGS. EQUIP ALL DUCTS W/ BACK-DRAFT DAMPERS.15.AIR EXHAUST & INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED W/ CORROSION RESISTANT SCREENS, LOUVERS, OR GRILLS W/ 1/4" MINIMUM & 1/2" MAX OPENINGS IN ANY DIMENSION. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS PER 2018 IRC.16.DUCTS FOR KITCHEN RANGES SHALL BE OF METAL AND BE EQUIPPED W/ BACK-DRAFT DAMPERS PER CODE.17.ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEX AS REQUIRED BY 2018 IRC.18. UNDER FLOOR CLEANOUT NOT MORE THAN 20' FROM ACCESS DOOR WITH AN UNOBSTRUCTED 30" WIDE X 18" HIGH PATH PATHWAY. CLEANOUTS ARE ACCESSIBLE. 12" CLEARANCE REQUIRED AT LINES LESS THAN OR EQUAL TO 2", 18" CLEARANCE AT LINES GREATER THAN 2". (UPC 707.9) 19. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIFDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, SAFETY GLAZING.TYPICAL FLOOR NOTES: AREA SUMMARY UNIT A:BASEMENT:MAIN FLOOR:UPPER FLOOR:245797902SF.SF.SF.TOTAL (LIVING/HEATED SPACE):GARAGE:ENTRY PORCH (FRONT):WATERPROOF COV'D DECK @ MAIN FLOOR (FRONT):CONC. PATIO @ MAIN FLOOR (REAR):WATERPROOF UNCOV'D DECK @ UPPER FLOOR (FRONT):1 94456047119108119SF.SF.SF.SF.SF.SF.AREA SUMMARY UNIT B:BASEMENT:MAIN FLOOR:UPPER FLOOR:SF.SF.SF.SF.SF.SF.SF.SF.SF.TOTAL (LIVING/HEATED SPACE):GARAGE:ENTRY PORCH (FRONT):WATERPROOF COV'D DECK @ MAIN FLOOR (FRONT):CONC. PATIO @ MAIN FLOOR (REAR):WATERPROOF UNCOV'D DECK @ UPPER FLOOR (FRONT):2457979021 94456047119108119DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F ROOF LAYOUTSCALE: 1/4" = 1'-0"BBCCFFGGEEDD77662255AAHH113344UNIT AUNIT BUNIT AUNIT B1/4" / 12"1/4" / 12"34' - 10"16' - 5"2' - 0"16' - 5"16' - 11"1' - 0"16' - 11"34' - 10"16' - 11"1' - 0"16' - 11"8' - 0"52' - 0"1' - 0"52' - 0"36" PARAPET36" PARAPETPARAPETPARAPETPARAPETPARAPETMETAL CAPMETAL CAPMETAL CAPMETAL CAP1/4"/ 12"1/4"/ 12"1/4"/ 12"1/4"/ 12"D.S.THRU-WALL SCUPPERFOR DRAIN9A10PORTIONS OF BUILDINGS, WHICH ARESEPARATED BY ONE (1) OR MORE FOUR (4) HOUR FIREWALLS CONSTRUCTED INACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, WITHOUT OPENINGS, ANDPROVIDED WITH A THIRTY-INCH (30") PARAPET, ARE ALLOWED TO BECONSIDERED AS SEPARATE FIRE AREAS.1A5PARAPET1A5PARAPET1A561' - 0"1A5CANOPY BLW.CANOPY BLW.D.S.THRU-WALL SCUPPERFOR DRAIN9A10R-49 INSULATION MIN.SPRAY FOAM NON VENTEDR-49 INSULATION MIN.SPRAY FOAM NON VENTEDR-49 INSULATION MIN.SPRAY FOAM NON VENTEDDATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A5ROOFLAYOUT &DETAILSHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYAPARAPET1DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F LOWER FLOOR @73.0'LOWER FLOOR @73.0'SECOND FLOOR @83.0'SECOND FLOOR @83.0'PL. @ SECONDPL. @ SECONDPL @ LOWERPL @ LOWERUPPER FLOORUPPER FLOORPL. @ UPPER FLR.PL. @ UPPER FLR.S.G.LAP SIDING TYP.CONCRETE COV'D PATIOSOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.REAR (NORTH) ELEVATIONSCALE: 1/4" = 1'-0"TOP OF ROOFTOP OF ROOFS.G.CONCRETE COV'D PATIO9' - 0"1' - 0"10' - 0"1' - 0"9' - 0"1' - 0"31' - 0"UNIT AUNIT BUNIT AUNIT BLAP SIDING TYP.3' - 0"1' - 6"1' - 6"2' - 0"2' - 0"PARAPETHARDIE PANELS TYP.PARAPETPARAPETHARDIE PANELS TYP.LINE OF BASEMENT FLOORSOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.METAL CAPMETAL CAPAGP @ 77.7'AGP @ 77.7'32' WALL PLATEHEIGHT32' WALL PLATEHEIGHTPORTIONS OF BUILDINGS, WHICH ARESEPARATED BY ONE (1) OR MORE FOUR (4) HOUR FIREWALLS CONSTRUCTEDINACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, WITHOUT OPENINGS, AND PROVIDED WITH A THIRTY-INCH (30") PARAPET, ARE ALLOWED TO BECONSIDERED AS SEPARATE FIRE AREAS.WALL PLATE HEIGHT32' - 0"6A10.1LOWER FLOOR @73.0'LOWER FLOOR @73.0'SECOND FLOOR @83.0'SECOND FLOOR @83.0'PL. @ SECONDPL. @ SECONDPL @ LOWERPL @ LOWERUPPER FLOORUPPER FLOORPL. @ UPPER FLR.PL. @ UPPER FLR.9' - 0"1' - 0"10' - 0"1' - 0"FRONT (EAST) ELEVATIONSCALE: 1/4" = 1'-0"9' - 0"TOP OF ROOFTOP OF ROOF1' - 0"1' - 6"31' - 0"LAP SIDING TYP.GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.HARDIE PANELS TYP.36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.CONCRETE DRIVEWAYCONCRETE DRIVEWAY3' - 0"PARAPETPARAPET3' - 0"2' - 0"1' - 0"36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 GUARDRAIL A.F.F.PARAPETGUARDRAIL A.F.F.HARDIE PANELS TYP.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 HARDIE PANELS TYP.LAP SIDING TYP.HARDIE PANELS TYP.GUARDRAIL A.F.F.PARAPETGUARDRAIL A.F.F.PARAPETMETAL CAPMETAL CAPMETAL CAPMETAL CAPUNIT AUNIT BUNIT AUNIT BLIGHTWEIGHT STONE VENEER, TYP.COV'D DECKCOV'D DECKUNCOV'D DECKUNCOV'D DECKAGP @ 77.7'AGP @ 77.7'32' WALL PLATEHEIGHT32' WALL PLATEHEIGHTWALL PLATE HEIGHT32' - 0"CANOPYCANOPYPORTIONS OF BUILDINGS, WHICH ARESEPARATED BY ONE (1) OR MORE FOUR (4) HOUR FIREWALLS CONSTRUCTEDINACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, WITHOUT OPENINGS, AND PROVIDED WITH A THIRTY-INCH (30") PARAPET, ARE ALLOWED TO BECONSIDERED AS SEPARATE FIRE AREAS.DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A6FRONT &REARELEVATIONSHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYAELEVATION NOTES:1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING.2. CAULK ALL EXTERIOR JOINTS & PENETRATIONS.3. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C. R703.84. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R905.2.85. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR & GARAGE-INTERIOR DOORS.6. PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP.7. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4" HEIGHT, 1/2" STROKE WIDTH AND CONTRASTING BACKGROUND.8. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. R303.69. SEE SHEET A1 FOR ADDITIONAL NOTES.10. PROVIDE SURFACE DRAINAGE 6" : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3NOTE:NO OPERABLE WINDOW SHALL BE INSTALLED LESS THAN 24 INCHES ABOVE FINISHED FLOOR THAT IS GREATER THAN 72 INCHES ABOVE THE FINISH GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING. NOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.SMOKE & CARBON MONOXIDE ALARMS:SMOKE AND CARBON MONOXIDE ALARMS MUST BE PROVIDED IN ALLREQUIRED LOCATIONS AND MUST BE:* AUDIBLE IN ALL PARTS OF THE HOUSE* INSTALLED PER MANUFACTURER'S INSTRUCTIONSNEW HOUSES (IRC R314 & R315)SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED ANDMUST BE CONNECTED TO THE MAIN ELECTRICAL SYSTEM WITH BATTERYBACKUP.CARBON MONOXIDE ALARMS ARE REQUIRED IN ALL NEW AND EXISTINGHOMES, APARTMENTS, CONDOMINIUMS, AND OTHER MULTI-FAMILY UNITS.REQUIRED LOCATIONS* SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND INNAPPING AREAS IN A FAMILY HOME CHILD CARE.* SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE LOCATEDOUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THEBEDROOMS.* SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE LOCATEDON EVERY FLOOR LEVEL, INCLUDING BASEMENTS (DOES NOT INCLUDECRAWLSPACE AND UNINHABITABLE ATTICS).* IN SPLIT LEVEL FLOOR PLANS, AT THE UPPER LEVEL, PROVIDED THERE ISNO INTERVENING DOOR BETWEEN ADJACENT LEVELS AND THE LOWERLEVEL IS LESS THAN A FULL STORY BELOW THE UPPER LEVEL* A CARBON MONOXIDE ALARM IS REQUIRED IN A BEDROOM WHEN A FUELBURNINGAPPLIANCE IS INSTALLED IN THE BEDROOM OR ITS ATTACHEDBATHROOM.* A COMBINATION ALARM (COMBINED SMOKE AND CARBON MONOXIDEALARM) IS ACCEPTABLE IN ANY REQUIRED LOCATION.*WALL MOUNTED ALARMS MUST BE NOT MORE THAN 12 INCHES FROM THEADJOINING CEILING SURFACE.* AVOID PLACING ALARMS LESS THAN 3 FEET FROM SUPPLY REGISTERS OFA FORCED AIR HEATING OR COOLING SYSTEM AND DO NOT PLACE ALARMSIN THE DIRECT AIRFLOW OF THE REGISTERS.* AVOID PLACING ALARMS WITHIN 3 FEET HORIZONTALLY FROM DOORS TOBATHROOMS CONTAINING A BATHTUB OR SHOWER.* DO NOT PLACE ALARMS IN SPACES WHERE TEMPERATURES MAY BEABOVE OR BELOW THE ALARM'S OPERATING TEMPERATURE RANGE.* DO NOT PLACE ALARMS WITHIN 3 FEET OF THE BLADES OF A CEILING FAN.* ALARMS IN PEAKED OR SLOPED CEILINGS MUST BE WITHIN 3 FEET OF THEPEAK, MEASURED HORIZONTALLY, BUT NOT IN THE HIGHEST 4 INCHES OF THECEILING, MEASURED VERTICALLY.A. PHOTOELECTRIC SMOKE ALARMS MUST NOT BE LESS THAN 6 FEET FROMA PERMANENT COOKING APPLIANCE.B. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH MUST NOTBE LESS THAN 10 FEET FROM A PERMANENT COOKING APPLIANCE.C. IONIZATION SMOKE ALARMS WITHOUT AN ALARM-SILENCING SWITCH MUSTNOT BE LESS THAN 20 FEET FROM A PERMANENT COOKING APPLIANCECARBON MONOXIDE ALARM LOCATION LIMITATIONS* DO NOT PLACE ALARMS DIRECTLY ABOVE OR BESIDE FUEL-BURNINGAPPLIANCES.* DO NOT PLACE ALARMS IN DIRECT SUNLIGHT.* DO NOT PLACE ALARMS IN LOW AREAS WHERE CHILDREN CAN REACH. DONOT PLACE ALARMS BEHIND CURTAINS OR ANY STRUCTURE THAT MIGHTPREVENT CARBON MONOXIDE FROM REACHING THE SENSOR.FOR SIDING & PANEL DETAILS SEE SHEETS A12 & A13DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F LOWER FLOOR @73.0'LOWER FLOOR @73.0'SECOND FLOOR @83.0'SECOND FLOOR @83.0'PL. @ SECONDPL. @ SECONDPL @ LOWERPL @ LOWER10' - 0"1' - 0"9' - 0"UPPER FLOORUPPER FLOORPL. @ UPPER FLR.PL. @ UPPER FLR.1' - 0"9' - 0"LAP SIDING TYP.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.HARDIE PANELS TYP.RIGHT (NORTH) ELEVATIONSCALE: 1/4" = 1'-0"36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 S.G.1' - 0"TOP OF ROOFTOP OF ROOF31' - 0"COV'D PATIOLAP SIDING TYP.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.CANOPYCONCRETE DRIVEWAY3' - 0"1' - 6"LAP SIDING TYP.36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 PARAPETPARAPETPARAPETPARAPET2' - 0"4' - 0"LIGHTWEIGHT STONE VENEER, TYP.LIGHTWEIGHT STONE VENEER, TYP.GUARDRAIL A.F.F.GUARDRAIL A.F.F.3' - 0"HARDIE PANELS TYP.HARDIE PANELS TYP.S.G.S.G.S.G.1' - 6"3' - 0"COV'D DECKUNCOV'D DECKMETAL CAPMETAL CAPLINE OF BASEMENT FLOORHARDIE PANELS TYP.AGP @ 77.7'AGP @ 77.7'32' WALL PLATEHEIGHT32' WALL PLATEHEIGHTPORTIONS OF BUILDINGS, WHICH ARESEPARATED BY ONE (1) OR MORE FOUR (4) HOUR FIREWALLS CONSTRUCTEDINACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, WITHOUT OPENINGS, AND PROVIDED WITH A THIRTY-INCH (30") PARAPET, ARE ALLOWED TO BECONSIDERED AS SEPARATE FIRE AREAS.WALL PLAT HEIGHT32' - 0"LOWER FLOOR @73.0'LOWER FLOOR @73.0'SECOND FLOOR @83.0'SECOND FLOOR @83.0'PL. @ SECONDPL. @ SECONDPL @ LOWERPL @ LOWERUPPER FLOORUPPER FLOORPL. @ UPPER FLR.PL. @ UPPER FLR.S.G.CANOPYLEFT (SOUTH) ELEVATIONSCALE: 1/4" = 1'-0"LAP SIDING TYP.HARDIE PANELS TYP.36" H. GUARDRAIL A.F.F.GUARD RAILS MUST BE ABLE TO WITHSTAND A CONCENTRATED LOAD OF 200 lbs. APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. PER TABLE R301.5 TOP OF ROOFTOP OF ROOF1' - 0"9' - 0"1' - 0"10' - 0"1' - 0"9' - 0"31' - 0"SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.COV'D PATIOLAP SIDING TYP.3' - 0"1' - 6"1' - 6"3' - 0"CONCRETE DRIVEWAYPARAPETPARAPET4' - 0"2' - 0"2' - 0"GUARDRAIL A.F.F.GUARDRAIL A.F.F.S.G.S.G.S.G.COV'D DECKUNCOV'D DECKMETAL CAPLIGHTWEIGHT STONE VENEER, TYP.HARDIE PANELS TYP.LINE OF BASEMENT FLOORAGP @ 77.7'AGP @ 77.7'METAL CAPPARAPETPARAPETPARAPET32' WALL PLATEHEIGHT32' WALL PLATEHEIGHTPORTIONS OF BUILDINGS, WHICH ARESEPARATED BY ONE (1) OR MORE FOUR (4) HOUR FIREWALLS CONSTRUCTEDINACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, WITHOUT OPENINGS, AND PROVIDED WITH A THIRTY-INCH (30") PARAPET, ARE ALLOWED TO BECONSIDERED AS SEPARATE FIRE AREAS.WALL PLAT HEIGHT32' - 0"DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A7RIGHT & LEFTELEVATIONSHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYAELEVATION NOTES:1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING.2. CAULK ALL EXTERIOR JOINTS & PENETRATIONS.3. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C. R703.84. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R905.2.85. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR & GARAGE-INTERIOR DOORS.6. PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP.7. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4" HEIGHT, 1/2" STROKE WIDTH AND CONTRASTING BACKGROUND.8. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. R303.69. SEE SHEET A1 FOR ADDITIONAL NOTES.10. PROVIDE SURFACE DRAINAGE 6" : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3NOTE:NO OPERABLE WINDOW SHALL BE INSTALLED LESS THAN 24 INCHES ABOVE FINISHED FLOOR THAT IS GREATER THAN 72 INCHES ABOVE THE FINISH GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING. NOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.REQUIRED SAFETY GLAZING LOCATIONS:1. GLAZING IN SWINGING DOORS EXCEPT LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH IRC R308.2.2.GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES.3. GLAZING IN STORM DOORS.4.GLAZING IN ALL UNFRAMED SWINGING DOORS5.GLAZING IN DOORS, WALLS, FENCES AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE.EXCEPTION: OPENINGS THROUGH WHICH A 3" SHPERE IS UNABLE TO PASS.6.GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE.EXCEPTION: WHERE THERE IS AN INTERVENING WALL OR PARTITION BETWEEN DOOR AND GLAZING OR WHERE THE DOOR ACCESSES A CLOSET 3' OR LESS IN DEPTH.7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHEN ALL OF THE FOLLOWING APPLY:7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 S.F.7.2 BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR.7.3 TOP EDGE GREATER THAN 36" ABOVE THE FLOOR.7.4 ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING.EXCEPTION: WHERE A PROTECTIVE 1-1/2"-WIDE BAR IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" -38" ABOVE THE FLOOR AND IS CAPABLE OF WITHSTANDING A LOAD OF 50 LBS PER LINEAL FOOT OR WHERE THE BOTTOM EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, WALKING SURFACE, OR OTHER HORIZONTAL SURFACE.8.GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDES STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.9.GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" HORIZONTALLY OF THE WATER'S EDGE. THIS WILL APLY TO ALL SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10.R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. WHERE A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE GLASS AND HAVE A CROSS-SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES (38 MM). 2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE.11.R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE GLASS IS MORE THAN 18 INCHES (457 MM) FROM THE GUARD. DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A8PERSPECTIVEVIEWSHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYAPERSPECTIVE VIEW: FRONTPERSPECTIVE VIEW: FRONT / RIGHT ELEVATIONPERSPECTIVE VIEW: REARPERSPECTIVE VIEW: FRONT / LEFT ELEVATIONPERSPECTIVE VIEW:PERSPECTIVE VIEWS ARE FOR REFERENCE ONLY. THEY SHOULD NOT BE USED TO DETERMINE ANY PORTION OF THE CONSTRUCTION OTHER THAN GENERAL MATERIAL APPEARANCE. REFER TO ELEVATION SHEETS FOR DETAILS.DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F LOWER FLOOR @73.0'SECOND FLOOR @83.0'PL. @ SECONDPL @ LOWERUPPER FLOORPL. @ UPPER FLR.BUILDING CROSS-SECTION -'A'SCALE: 1/4" = 1'-0"1/2" G.W.B.TYP.FLOOR JOISTS PER ENGINEERTOP OF ROOF2-CAR TANDEM GARAGEFOYERDININGHALLBATH1/2" G.W.B.TYP.TYPICAL EXTERIOR WALL:2-2X6 TOP PLATES 2X6 STUDS 16" O.C.2X6 BOTTOM PLATE7/16" OSB (APA 24/16) SHT'GAIR BARRIER (TYVEK OR EQ.)EXT. SIDING PER ELEVATIONS1/2" G.W.B.2x6 STUDS 16" O.C.W / R-21 INSULATION TYP.TYPICAL INTERIOR WALL(2) 2X4 TOP PLATES2X4 STUDS 6" O.C.2X4 BOTTOM PLATER-38 INSULATION4" THICK CONC. SLABOVER 4" COMPACT SAND AND GRAVEL BASEMIN. R-10 RIGIDINSULATION FOOTINGS PER ENGINEERS-SHEETSTIGHTLINESTORM DRAIN SEPARATELY FROM THE FOOTING DRAINSAGP @ 77.7'32' WALL PLATEHEIGHT1' - 0"10' - 0"1' - 0"31' - 0"WALL PLAT HEIGHT32' - 0"UNIT AUNIT B1' - 6"3' - 0"FLOOR JOISTS PER ENGINEERR-21 HIGH DENSITY FIBERGLASS BATTSEE PARTY WALLS DETAILS (A10)SEE PARTY WALLS DETAILS (A10)R-21 HIGH DENSITY FIBERGLASS BATTSEE PARTY WALLS DETAILS (A10)5/8" G.W.B. TYP.5/8" G.W.B. TYP.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.PORTIONS OF BUILDINGS, WHICH ARESEPARATED BY ONE (1) OR MORE FOUR (4) HOUR FIREWALLS CONSTRUCTED INACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, WITHOUT OPENINGS, AND PROVIDED WITH A THIRTY-INCH (30") PARAPET, ARE ALLOWED TO BECONSIDERED AS SEPARATE FIRE AREAS.5/8" G.W.B. TYP.R-49 INSULATION MIN.SPRAY FOAM NON VENTED1/4" 12"R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACEUNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD.R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACEUNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD.0' - 5"0' - 5"0' - 5"1A91A91A9• SHT'G PER STRUCT.• JOIST OR TJI PER STRUCT.• 5/8" G.W.B.• CONCRETE FLOOR PER STRUCT.• VAPOR BARRIER• 2" RIGID SLAB IMSUL., R-10 MIN. UNDER ENTIRE SLAB• COMPACT FILL PER STRUCT.• EARTHCLADDING PER ELEVATION3/4" PT WOOD FURRING STRIPSFLUID APPLIED WRB MEMBRANESHEATING PER STRUCTURER-21 HIGH DENSITY FIBERGLASS BATTFRAMING PER STRUCTURE1 LAYER 5/8" TYPE X GYP BOARD (1 HR RATING INSIDE)VAPOR CONTROL GWB PRIMERNOTE: BATHROOMS AT HIGH HUMIDITY ZONES ALONG EXTRIOIR WALLS MUST HAVE A VAPOR BARRIER (CLASS 1)2) BASIS OF DESIGN: MEMBRANE BY CERTAINTEEDPARTY WALL DETAILSSCALE: 1/2" = 1' -0" 5/8" TYPE "X" GYP BOARDR-21 HIGH DENSITY FIBERGLASS BATTMIN. 7/16 CATEGORY LP FLAMEBLOCK 1-SIDED W/0.060" THICK PYROTITE LAMINATE APPLIED TO ONLY FACE OF THE WOOL PANEL FACING WALL CAVITY IN ASSEMBLY U350, TYPE B (1 LAYER ON EACH SIDE OF AIR SPACE), (2 LAYERS TOTAL)MIN. 1" AIR SPACE SEPARATIONFRAMING PER STRUCTUREUL ASSEMBLY U350 TYPE B FIRE RATING: 2 HRS5/8" G.W.B.2X @ 24" O.C.• TYPICAL INTERIOR WALL• PROVIDE TYPE-X GWB AT BATHROOMS & LAUNDRYPER ENGINEERING SHEETS(2) #4 BAR CONTINIOUS#4 BAR VERTICAL @ 16" O.C. & HORIZONTAL @ 10" O.C.(2) #4 BAR CONT. MAX. 6" BELOW TOP OF FND. WALLP.T. SILL PLATE & A.B. PER SHEAR WALL SCHEDULE AND/OR FOUNDATION PLAN1ST FLOOR2ND FLOORJOISTS PER ENGINEERING S-SHEETSMINERAL WOOL FIRE STOPPING3/4" T. & G. PLYWOOD SUBFLOOR GLUED & NAILED, TYPICALJOISTS PER ENGINEERING S-SHEETSMINERAL WOOL FIRE STOPPING3/4" T. & G. PLYWOOD SUBFLOOR GLUED & NAILED, TYPICAL3RD FLOORF1F2W1W2W3W2A11W2A11W2A11F1A11F1A11F2A11VARIES1A91A91A91A9DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A9BUILDINGCROSS-SECTION& NOTESHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYANOTE:REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLANNOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.SECTION 312.12: RODENT PROOFING: STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS 1/2 OF AN INCH IN THE LEAST DIMENSION. 312.12.1:METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 312.12.2: METAL COLLARS.IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 312.12.3: TUB WASTE OPENINGS.TUB WASTE OPENINGS IN FRAMEDCONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING GREATER THAN 1/2 OF AN INCH IN THELEAST DIMENSION.* 2018 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS (UPC) 2018 IRC SECTION R302.11 FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: A) VERTICALLY AT THE CEILING AND FLOOR LEVELS. B) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. 2) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3) IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5) FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6) FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FIRE BLOCKING MATERIALS SHALL CONSIST OF MATERIAL LISTED IN SECTION R302.11.1. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. DRAFTSTOPPING: WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW A CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET. DRAFTSTOPS SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. DRAFTSTOPPING MATERIALS SHALL CONSIST OF MATERIALS LISTED IN SECTION R302.12.1. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ЅINCH GYPSUM, 3/8 INCH WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED.NOTE:FOR MORE DETAILS SEE STRUCTURAL ENGINEERING PLAN.FIRE RATED WALL1DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F 3FIREPLACE FRAMINGFEILD NAILING2X6 @ 16" O.C.(TYP. UNLESS NOTEDOTHERWISE ON PLAN10d @ 12" O.C.SHEATHING10d @ 12" O..C.1CORNER FRAMINGNOT TO SCALEOPENINGTRIMMEREXTERIOR PLYWOODKING STUD4X HEADERR-10 RIGID INSULATION@ EXTERIOR SIDE OF WALL(SHADED AREA)CONT. DBL. TOP PLATEHEADER/ INSULATION24WATER HEATER ANCHORAGE5INTERIOR STAIR W/SLAB16D @4" O.C2X4 THRUSTBLOCKBEAMPER PLANSIMPSON SLOPEDHUC28 OR EQUALBELOW STAIR INSTALL 1/2"G.W.B. @ CEILING, WALLSNOTE: GREATEST AND LEAST TREAD& RISER SHALL NOT VARY MORETHAN 3/8" (PER IRC R311.7.4.1 & R311.7.4.2)(3) 2X12 STRINGERSFIRE BLOCKING @ MID-SPANNOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THATA SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENINGHANDRAILS PERIRC R311.7.7BALUSTERS TO CONFORMTO IRC R312.236" MIN STAIRWAY WIDTHPER IRC R 311.7.7TREADMIN 10"MAXRISER 7 3/4"ABOVE NISING 2'-10" MIN / 3'-2" MAX6'-8" MIN HEADROOM(HANDRAIL GRIP SIZE PERIRC R311.7.7.3.)1 1/4" DIA. MIN HANDRAIL,CONT. FOR FULL LEIGTHOF STAIRSLAB6INTERIOR STAIRBEAM PER PLANSIMPSON SLOPEDHUC28 OREQUALBELOW STAIR INSTALL 1/2"G.W.B. @ CEILING AND WALLS(3) 2X12 STRINGERSFIRE BLOCKING @ MID-SPANNOTE: GREATEST AND LEAST TREAD& RISER SHALL NOT VARY MORETHAN 3/8" (PER IRC R311.7.4.1 & R311.7.4.2)JOIST OR BLOCKING @ FLOOR BELOW(3) 8d TOE NAIL STRINGERTO THRUST BLOCK2X4 THRUSTBLOCK16d @4" O.C.NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THATA SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENINGHANDRAILS PERIRC R311.7.7BALUSTERS TO CONFORMTO IRC R312.236" MIN. STAIRWAY WIDTHPER IRC R311.7.11 1/4" DIA. MIN.HANDRAIL, CONT.FOR FULL LENGTHOF STAIR(HANDRAIL GRIP SIZE PERIRC R311.7.7.3.)6'-8"MIN. HEADROOMNOT TO SCALE7RETAINING WALLGUARDRAIL PER MANUFACTURER OR HALFWALLOPTIONAL 2X DECKINGGACO WATER PROOF MEMBRANE321PLYWOODLESS THAN 4 "R-38 CLOSED CELL POLYRETHANE SPRAY FOAM @ 1 INCH = R-6.5R-38 / R-6.5 = 5.8 INCH.2 X PER PLANRIPPED @ 1/4" PER 1'-0"2x P.T.LEDGERW/ LAG BOLTS5/8"d. x 4" @ 12" O.C.(TYP.) @ DECKINSTALLATION:ALL PANEL EDGES, INCLUDING TONGUE AND GROOVE PLYWOOD, SHOULD BE SUPPORTED ON BLOCKING OR PRIMARY FRAMING. PLYWOOD SHOULDBE CONTINUOUS ACROSS SUPPORTS WITH ALL EDGES IN MODERATE CONTACT. IDEALLY, JOINTS AND CRACKS SHOULD BE 1/16" -1/8" WIDE.THICKNESS OF PLYWOOD AND SPANS SHOULD MEET THE FOLLOWING MINIMUMS:1/2" FOR PLANK OR OTHER SOLID SUBSTRATES ONLY5/8" FOR SUPPORTS 16" OC3/4" FOR SUPPORTS 24" OC1-1/8" FOR SUPPORTS 48" OCSTAGGER JOINTS WHEN INSTALLING PLYWOOD OVER SHEATED OR DIMENSIONAL (PLANKED) DECKS.NAILING:USE NON-RUSTING SCREWS, NON-RUSTING RING SHANK NAILS, OR HOT-DIPPED GALVANIZED BOX NAILS ONLY. THE NAILS SHOULD BE 6D FOR 3/4"OR LESS PLYWOOD, 8D FOR 7/8" OR MORE, AND 10D FOR 1-1/8" PLYWOOD. SPACE FASTENERS 6" ON CENTER, ALONG PANEL EDGES, AND 12"ON CENTER IN ALL DIRECTIONS IN THE FIELD. DRIVE NAILS FLUSH WITHOUT INDENTING PLYWOOD.PLYWOOD:GRADES: PLYWOOD SHOULD CARRY THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. GRADES "EXTERIOR/APA A/C GROUP I" AND"EXTERIOR/APA B/C GROUP I" ARE SUITABLE, AS WELL AS "MARINE" GRADE PLYWOOD. UNSUITABLE GRADES ARE INTERIOR GRADE PLYWOOD WITHOR WITHOUT EXTERIOR GLUE, AND UNDERLAYMENT GRADE PLYWOOD, SUCH AS "C/C EXTERIOR," OSB, WAFERBOARD AND EXPOSURE I MARKINGS.DO NOT USE UNSUITABLE GRADES. GACODECK KIT IS NOT RECOMMENDED FOR TEAK, CEDAR OR REDWOOD.GACO FLEX / GACO WEATHER DECKNOT TO SCALE12THRU-WALL SCUPPERADHERED MEMBRANEROOFINGMEMBRANE ROOFING -SEE PARAPET DETAILMEMBRANE FLASHINGSTRIP HOT AIR WELDEDMEMBRANE FLASHINGSTRIP HOT AIR WELDEDMEMBRANE CLADFLASHINGFINISH PER PLANTYVEK BLDG WRAP1/2" PLYWD SHT'G2x6 STUDS24 GA. PRE-FINISHED MTL. COPING4"2x BLOCKING9GUARD RAILING DETAIL13SIMPSON A34 POST TO TOP PLATE10d COMMON NAILS STAGGERED AT 6" O.C.2X6 16" O.C. STUD HALF-WALL INFILL W/ CONTINUOUS 2X6 CAP PLATE.10d COMMON NAILS BOTH SIDES STAGGERED AT 6" O.C.4X4 DF #2 POST AT 8FT O.C. ATTACHED TO 2X12 JOISTS W/ (2) 1/2" DIA. x 6" LONG THRU BOLTS W/ NUT AND WASHERSCONTINUOUS 2X12 RIM JOISTSIMPSON A34 POST TO TOP PLATE2X12 FLR JSTS @ 16" O.C.min. 36" 6 " 2 "10HALF WALL FRAMINGSTAIR & RAILING DETAIL**2 X BLOCKING2 X 12 STRINGERBTWN 1" & 2"HANDGRIP SECTION1_" PART. BD. BULLNOSETREADS GLUED & SCREWED(INSTALL AFTER ROOF ON)\" PLYWOOD RISERS(3) 2 X 12 STRINGERS}" TYPE "X" G.W.B.TYP. UNDER STAIRHANDRAILBALLUSTEROR PARTITIONSHOE RAILFOR BALLUSTERSNOSING OF TREAD6'-8" MIN. HEADRM.3"BTWN. 2'-10" & 3'-2"10"7\"(MIN. 10")(MAX. 7[")4"(MAX.)(VERIFY STYLE)1"1"5"1"1"HANDRAILPARTITIONRAILINGPROVIDE MIN. 36" CLEARWIDTH AT STAIRWAYS"SIMPSON" LS50 EA. SIDE8STEM WALL W/ INSUL. SLAB112X STUDS PER PLAN3/4" T.&G. PLYWOOD SUBFLOOR GLUED & NAILEDBATT INSULATION PER PLANFLR. JSTS. PER PLAN1/2" GWBFINISH PER ELEVATION OVER15 LB. BUILDING PAPER OVER SHEATHING PER PLAN2x6 STUDS @ 16" O.C.Z -FLASHINGWOOD TRIMOPTIONALP.T. SILL PLATE & A.B. PERSHEAR WALL SCHEDULEAND/OR FOUNDATION PLAN(2) #4 BAR CONT. MAX. 6"BELOW TOP OF FND. WALL 8" MINMIN. 1/2" AIR SPACETIGHTLINESTORM DRAINIF REQUIRED1'-0" MIN GRANULARFREE DRAINING BACKFILLWATERPROOFMEMBRANER-10 RIGID INSULATIONVERTICAL5'-0" MAXLINE OF EXT. GRADE#4 BAR @ 16" O.C.VERTICAL IN CENTEROF WALL (ALTERNATEBENDS)#4 BAR @ 10" O.C.HORIZONTALFURRED WALL &INSUL. PER PLAN4" CONC. SLABOVER 6 MIL. BLACKV.B. OVER 4" GRANULAR FILLMIN. R-10RIGID INSULATIONS-SHEETS PER ENGINEERING 10"CLEAR COVER 3 "(2) #4 BAR CONTINUOUS4" DIA PERF.FOUNDATION DRAINDATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A10.0ARCHITECTURALDETAILSHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYADocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A10.1ARCHITECTURALDETAILSHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYABASIC STAIRS DETAIL1GUARDRAILS DETAIL2ALARMS DETAIL3EMERGENCY EGRESS DETAIL4SAFETY GLAZING DETAIL5WINDOW FALL PROTECTION 6DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A11SCHEDULESUNIT AHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYAUNIT A SCHEDULES:2018 WHOLE HOUSE VENTILATION THE REQUIRED WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM CERTIFICATE TO BE COMPLETED BY AMECHANICAL CONTRACTOR, TEST AND BALANCE CONTRACTOR, OR OTHER APPROVED PARTY, LISTING THETYPE OF SYSTEM USED AND THE DELIVERED AIRFLOW AS INSTALLED AND BE POSTED IN AN APPROVEDLOCATION PER M1505.4.1.7.WHOLE HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE TESTED, BALANCED, AND VERIFIED TO PROVIDE A FLOW RATE OF NOT LESS THAN THE MINIMUM REQUIRED. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PROVIDED TO THE BUILDING OFFICIAL AND BE POSTED IN THE DWELLING PER SECTION M1505.4.1.7.ENERGY NOTES:1. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH SEC R401.3 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDING AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION.2. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION PER SEC R403.2.2.3. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE PER SEC R403.1. 4. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THAT LEAKAGE RATE NOT EXCEED 5 AIR CHANGES PER HOUR AND CONFORM TO SEC R402.4.1 THROUGH R402.4.4.5. MINIMUM 90% OF ALL INTERIOR LUMINARIES SHALL BE HIGH EFFICACY LUMINARIES. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINARIES PER SEC R404.1.6. BUILDING ENVELOPE MEETS REQUIREMENTS OF TABLE R402.1.1, CLIMATE ZONE 4 OF 2018 SEC.CERTIFICATE (WSEC R401.3):A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF ELECTRICAL DISTRIBUTION PANEL. THE CERTICATE MUST LIST THE ENERGY FEATURES OF THE STRUCTURE AND THE RESULTS FROM THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FLOW RATE TEST.DUCTS (WSEC R403.2.2):DUCTS MUST BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33 USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED. DUCT TIGHTNESS MUST BE VERIFIED BY EITHER THE POSTCONSTRUCTION TEST OR ROUGH-IN TEST PER WSEC R403.2.2. TOTAL LEAKAGE MUST BE LESS THAN OR EQUAL TO 4 CFM PER 100 S.F. OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1" W.G. (25 Pa) ACROSS THE ENTIRE SYSTEM. PROVIDE GENERAL NOTES TO ADDRESS THIS REQUIREMENT.PER WSEC R402.4, THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE. THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL (R402.4.1.2).PER WSEC R403.1.1, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE.PER WSEC R404.1,NOT LESS THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.DUCTS (R403.3.5)*INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILING CANNOT DISPLACE REQUIRED INSULATION.*BUILDING CAVITIES CANNOT BE USED AS DUCTS DUCT TESTING (R403.3.5)*DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE TESTED.NOTE:REFER TO STRUCTURAL ENGINEERING SHEETS FOR FOUNDATION/CRAWL SPACE VENTILATION.R302.6 DWELLING-GARAGE FIRE SEPARATIONTHE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL.R314.2.3A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW AND EXISTING DWELLINGS. HEAT DETECTORS AND HEAT ALARMS SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.EXCEPTION: HEAT DETECTORS AND HEAT ALARMS SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER.NOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.NOTE:REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN.DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F DATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A11.1SCHEDULESUNIT BHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYAUNIT B SCHEDULES:2018 WHOLE HOUSE VENTILATION THE REQUIRED WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM CERTIFICATE TO BE COMPLETED BY AMECHANICAL CONTRACTOR, TEST AND BALANCE CONTRACTOR, OR OTHER APPROVED PARTY, LISTING THETYPE OF SYSTEM USED AND THE DELIVERED AIRFLOW AS INSTALLED AND BE POSTED IN AN APPROVEDLOCATION PER M1505.4.1.7.WHOLE HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE TESTED, BALANCED, AND VERIFIED TO PROVIDE A FLOW RATE OF NOT LESS THAN THE MINIMUM REQUIRED. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PROVIDED TO THE BUILDING OFFICIAL AND BE POSTED IN THE DWELLING PER SECTION M1505.4.1.7.ENERGY NOTES:1. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH SEC R401.3 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDING AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION.2. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION PER SEC R403.2.2.3. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE PER SEC R403.1. 4. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THAT LEAKAGE RATE NOT EXCEED 5 AIR CHANGES PER HOUR AND CONFORM TO SEC R402.4.1 THROUGH R402.4.4.5. MINIMUM 90% OF ALL INTERIOR LUMINARIES SHALL BE HIGH EFFICACY LUMINARIES. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINARIES PER SEC R404.1.6. BUILDING ENVELOPE MEETS REQUIREMENTS OF TABLE R402.1.1, CLIMATE ZONE 4 OF 2018 SEC.CERTIFICATE (WSEC R401.3):A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF ELECTRICAL DISTRIBUTION PANEL. THE CERTICATE MUST LIST THE ENERGY FEATURES OF THE STRUCTURE AND THE RESULTS FROM THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FLOW RATE TEST.DUCTS (WSEC R403.2.2):DUCTS MUST BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33 USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED. DUCT TIGHTNESS MUST BE VERIFIED BY EITHER THE POSTCONSTRUCTION TEST OR ROUGH-IN TEST PER WSEC R403.2.2. TOTAL LEAKAGE MUST BE LESS THAN OR EQUAL TO 4 CFM PER 100 S.F. OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1" W.G. (25 Pa) ACROSS THE ENTIRE SYSTEM. PROVIDE GENERAL NOTES TO ADDRESS THIS REQUIREMENT.PER WSEC R402.4, THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE. THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL (R402.4.1.2).PER WSEC R403.1.1, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE.PER WSEC R404.1,NOT LESS THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.DUCTS (R403.3.5)*INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILING CANNOT DISPLACE REQUIRED INSULATION.*BUILDING CAVITIES CANNOT BE USED AS DUCTS DUCT TESTING (R403.3.5)*DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE TESTED.NOTE:REFER TO STRUCTURAL ENGINEERING SHEETS FOR FOUNDATION/CRAWL SPACE VENTILATION.R302.6 DWELLING-GARAGE FIRE SEPARATIONTHE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL.R314.2.3A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW AND EXISTING DWELLINGS. HEAT DETECTORS AND HEAT ALARMS SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.EXCEPTION: HEAT DETECTORS AND HEAT ALARMS SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER.NOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR.NOTE:REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN.DocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F HARDIE PANEL SIDING DETAILSSCALE: NOT TO SCALE (N.T.S.)WOOD FRAMINGPATH / DRIVEWAY / SLABCONCRETE SLAB /MASONRY FOOTINGMIN. 1" -2" CLEARANCE DEPENDINGON SPECIFIC HARDIE ZONEBOTTOM PLATEMOISTURE BARRIEREXTERIOR SHEATHINGWATER RESISTIVE BARRIERINSULATIONWHERE REQ'DHardiePanel SidingINTERIOR SHEATHINGHardieWrap or EquivalentINSULATIONWHERE REQ'DWOOD FRAMINGMIN. 6" GRADE CLEARANCEFOUNDATIONGRADEEXTERIOR SHEATHINGWATER RESISTIVE BARRIERHardiePanel SidingINTERIOR SHEATHINGINTERIOR SHEATHINGHardieWrap or EquivalentTMINSULATIONWHERE REQ'DWOOD FRAMINGEXTERIOR SHEATHINGWATER RESISTIVE BARRIERHardiePanel Siding1/4" GAP, DO NOT CAULKZ-FLASHINGOPTIONAL DECORATIVEBAND BOARDINTERIOR SHEATHINGHardieWrap or EquivalentWINDOW FRAMEZ-FLASHINGWINDOW HEADERHardieTrim BoardsFLASH WINDOW PER MANUFACTURERRECOMMENDATION1/4" GAP, DO NOT CAULKEXTERIOR SHEATHINGWATER RESISTIVE BARRIERHardiePanel SidingINTERIOR SHEATHINGINSULATIONWHERE REQ'DHardieWrap or EquivalentWOOD FRAMINGWOOD FRAMINGINTERIOR SHEATHINGEXTERIOR SHEATHINGWATER RESISTIVE BARRIERHardiePanel SidingHardiePanel SidingHardieTrim BoardsINSULATIONWHERE REQ'DLEAVE APPROPRIATE GAPAND CAULKLEAVE APPROPRIATE GAPAND CAULKHardieWrap or EquivalentEXTERIOR SHEATHINGWATER RESISTIVE BARRIERWOOD FRAMINGINTERIOR SHEATHINGWOOD FRAMINGINSULATIONWHERE REQ'DHardiePanel SidingHardieTrim BoardsLEAVE APPROPRIATE GAPAND CAULKLEAVE APPROPRIATE GAPAND CAULKHardieWrap or EquivalentTMIF TRIM IS PROTRUDINGBEYOND WINDOW SILL ITMUST BE FLASHEDWOOD FRAMINGEXTERIOR SHEATHINGWATER RESISTIVE BARRIERLEAVE APPROPRIATE GAPAND CAULKINSULATIONWHERE REQ'DHardieTrim BoardsHardiePanel SidingINTERIOR SHEATHINGWINDOW FRAMEFLASH WINDOW PER MANUFACTURERRECOMMENDATIONHardieWrap or EquivalentTMEXTERIOR SHEATHINGWATER RESISTIVE BARRIERBLOCKING AS REQ'DINSULATIONWHERE REQ'DWOOD FRAMINGHardiePanel SidingHardiePanel SidingINTERIOR SHEATHINGFLASHINGTRIM AROUND OPENING1/4" GAP, DO NOT CAULKHardieTrim BoardsFIXTUREPENETRATIONLEAVE APPROPRIATE GAPAND CAULKHardieWrap or EquivalentDOOR / WINDOWJAMBWOOD FRAMINGINSULATION WHEREREQUIREDEXTERIOR SHEATHINGFLASHING TAPE HardieTrim BoardsLEAVE APPROPRIATE GAPAND CAULKHardiePanel SidingWATER RESISTIVE BARRIERINTERIOR SHEATHINGHardieWrap or Equivalent5HARDSCAPE CLEARANCES, DECKS,PORCHES, PATIOS, WALKWAYS, ROOFS, ETC.2GRADE CLEARANCE6HORIZONTAL VIEW3WINDOW/DOOR HEAD7OUTSIDE CORNER9INSIDE CORNER8WINDOW SILL4FIXTURE PENETRATIONRRRRRRR1DOOR / WINDOW JAMBDATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A12HARDIEPANELSIDINGDETAILSHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYADocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F LAP SIDING DETAILSSCALE: NOT TO SCALE (N.T.S.)INSULATIONWHERE REQ'DWOOD FRAMINGMIN. 6" GRADE CLEARANCEFOUNDATIONGRADEEXTERIOR SHEATHINGWATER RESISTIVE BARRIERArtisan LapMIN. 1 1/4" OVERLAPSTARTER STRIPINTERIOR SHEATHINGHardieWrap or EquivalentINSULATIONWHERE REQ'DWOOD FRAMINGEXTERIOR SHEATHINGWATER RESISTIVE BARRIERArtisan LapMIN. 1 1/4" OVERLAPINTERIOR SHEATHINGWOOD FRAMINGPATH / DRIVEWAY / SLABCONCRETE SLAB /MASONRY FOOTINGMIN. 1" -2" CLEARANCE DEPENDINGON SPECIFIC HARDIE ZONEBOTTOM PLATEMOISTURE BARRIEREXTERIOR SHEATHINGWATER RESISTIVE BARRIERArtisan LapINSULATIONWHERE REQ'DSTARTER STRIPMIN. 1 1/4" OVERLAPINTERIOR SHEATHINGHardieWrap or EquivalentTMIF TRIM IS PROTRUDINGBEYOND WINDOW SILL ITMUST BE FLASHEDWOOD FRAMINGArtisan Accent TrimEXTERIOR SHEATHINGWATER RESISTIVE BARRIERArtisan LapLEAVE APPROPRIATE GAPAND CAULKINSULATIONWHERE REQ'DMIN. 1 1/4" OVERLAPINTERIOR SHEATHINGWINDOW FRAMEFLASH WINDOW PER MANUFACTURERRECOMMENDATIONEXTERIOR SHEATHINGWATER RESISTIVE BARRIERWINDOW FRAMEZ-FLASHINGWOOD FRAMINGWINDOW HEADERFLASH WINDOW PER MANUFACTURERRECOMMENDATION1/4" GAP, DO NOT CAULKARTISAN LAPARTISAN ACCENT TRIMINSULATIONWHERE REQ'DSTARTER STRIPMIN. 1 1/4" OVERLAPINTERIOR SHEATHINGHardieWrap or EquivalentDOOR / WINDOWJAMBWOOD FRAMINGINSULATION WHEREREQUIREDEXTERIOR SHEATHINGFLASHING TAPEArtisan LapARTISAN ACCENT TRIMLEAVE APPROPRIATE GAPAND CAULKWATER RESISTIVE BARRIERINTERIOR SHEATHINGHardieWrap or EquivalentTMEXTERIOR SHEATHINGWATER RESISTIVE BARRIERWOOD FRAMINGINTERIOR SHEATHINGArtisan LapArtisan LapArtisan Accent TrimINSULATIONWHERE REQ'DLEAVE APPROPRIATEGAP AND CAULKLEAVE APPROPRIATE GAPAND CAULKHardieWrap or Equivalent1GRADE CLEARANCESCALE: NTS2HORIZONTAL LAP VIEWSCALE: NTS3SCALE: N.T.S.HARDSCAPE CLEARANCES, DECKS,PORCHES, PATIOS, WALKWAYS, ROOFS, ETC.4WINDOW SILLSCALE: N.T.S.6WINDOW/DOOR HEADSCALE: N.T.S.7DOOR / WINDOW JAMBSCALE: N.T.S.5OUTSIDE CORNERSCALE: N.T.S.RRRDATEPREPARED FORSUBMITTAL/REVISIONSHEET NUMBERURBAN DESIGN GROUPSHEET TITLE15445 53rd AVE. S. STE. 110, TUKWILA, WA 98188(206) 838-8250 E-mail: urbandesigncenter@yahoo.comPROJECT NAMEPROJECT NUMBERDESIGNED BY:SUBMITTED:REVISED:DRAFTED BY:A13LAP SIDINGDETAILSHARDIE PROPERTIESLLC2-UNIT DUPLEXHARDIE PROPERTIES LLC RESIDENCE317 HARDIE AVE NW 9805RENTON, WA 98057PARCEL NO.: 318560-005422201PAVEL MELNIK--HANNASHADRINA&LIZAMILEVSKAYADocuSign Envelope ID: 288031CF-16CB-4148-B1B4-EFFB8F2D2B2F