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HomeMy WebLinkAboutEx05_Architectural_Plans_B24001264DATEPREPARED 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:A0COVERSHEETGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.DHALIWAL RESIDENCEPROJECT DATA:PARCEL NO.:PROPERTY TYPE:LAND AREA:ACRES:RTSQQ:ADDRESS:ZONING:MIN SETBACKS:MAX. WALL PALTE 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. NAVARROGURMINDER S. DHALIWALavonelectric9@gmail.com3D 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:HILLMANS LK WN GARDEN OF EDEN #1URBAN 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.DRAWING INDEXSHEET NUMBER SHEET NAMEA0 COVER SHEETA1 GENERAL NOTES & PLAN PREVIEWA2 ENERGY CREDIT OPTIONSA3 MAIN FLOOR PLANA4 UPPER FLOOR PLANA5 ROOF LAYOUTA6 FRONT & REAR ELEVATIONSA7 LEFT & RIGHT ELEVATIONSA8 PERSPECTIVE VIEWSA9 BUILDING CROSS-SECTION & SCHEDULESA10 SCHEDULES & NOTESA11 PROJECT DETAILSA12 PROJECT DETAILSA13 HARDIE PANEL SIDING DETAILSA14 LAP SIDING DETAILSARCHITECTURAL PLAN334210-0737R5.100 S.F.0.12SW-32-24-5909 N 29TH STRENTON, WA 98056R-8FRONT: 20 FT.SIDE: 5 FT.REAR: 25 FT.24 FT.WATER DISTRICTPUBLICPUBLICPAVEDPROJECT DESCRIPTION:2-STORY SINGLE-FAMILY RESIDENCE (3 469 S.F.) W/ ATTACHED 2 -CAR TANDEM GARAGE (554 S.F.).STRUCTURAL PLANS1.1GENERAL NOTESS1.2SHEAR WALL NOTESS2FOUNDATION DETAILSS3FRAMING DETAILSS4FOUNDATION PLANS5UPPER FLOOR FRAMINGS6ROOF FRAMINGEXHIBIT 5RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA 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 &PLANPREVIEWGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.• 2018 INTERNATIONAL BUILDING CODE• 2018 INTERNATIONAL RESIDENTIAL CODE• 2018 UNIFORM PLUMBING CODE• 2018 WASHINGTON STATE ENERGY CODE• 2018 WASHINGTON STATE AMENDMENTSCONTRACTOR 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 PREVIEWRECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA 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:A2ENERGYCREDITOPTIONSGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.VERTICAL FENESTRATION U=0.28FLOOR R-38PERSPECTIVE ENERGY CREDITSENERGY CREDITS DESCRIPTIONWATER HEATER:RHEEM 80 GAL.MODEL-XE80T10H22U0 HEAT PUMP HYBRID ELECTRIC WATER HEATER WITH UEF 3.70APPLIANCE PACKAGE:DISHWASHER:WHIRLPOOL 24 IN. STAINLESS STEEL FRONTCONTROL BUILT-IN TALL TUB DISHWASHERWITH 1-HOUR WASH CYCLE, 55 dBA, MODEL #WDF330PAHSREFRIGERATOR:LG ELECTRONICS 33IN. 25 CU. FT. 3-DOORFRENCH DOOR REFRIGERATOR INPRINTPROOF STAINLESS STEEL MODEL #LRFCS25D3SVENTLESS DRYER:24 INCH ELECTRIC VENTLESS DRYERSAMSUNG MODEL# DV22N6800HW WITH CEF RATING OF 5.85WASHER:24 INCH FRONT LOAD WASHER SAMSUNGMODEL# WW22K6800AW5 TON 17 SEER MRCOOLUNIVERSAL SERIES HEATPUMP SYSTEM MODEL: MDU18060RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA 16 15 14 13 12 11 10 9 876543211A911OVC.M.S.D.PDR.2626STORAGE2828CARPORT+9'-0" CLG.BDRM. # 411'-10" X 13'-0" +303026WETBARLAUNDRY26242424+9'-0" CLG.PARLOR18'-8" X 13'-6"40+9'-0" CLG.BDRM. # 312'-0" X 13'-0"+9'-0" CLG.REC. RM12'-8" X 20'-0"DNW.I.C.R. $ S.R. $ S.24BATH # 332" X 60"TUB/ SHOWER4" CONC.2-CAR TANDEM GARAGE13'-0" X 40'-0"4" CONC.UNCOVERED PATIO27'-6" X 10'-0"41' - 8"20' - 0"19' - 8"2' - 0"2' - 0"19' - 0"2' - 0"3010080O.H. GARAGE DOOR10080O.H. GARAGE DOOR2040PIC.SAFETY GLASS41' - 8"39' - 8"2' - 0"2' - 0"10' - 0"0' - 6"1' - 6"2' - 6"6' - 2"4' - 6"8' - 0"4' - 6"56' - 0"56' - 0"13' - 4"7' - 0"35' - 8"5' - 6"17' - 4"6' - 0"6' - 10"6' - 0"7' - 4"WDR. $ S.4" CONC.PORCH17'-6" X 4'-6"4' - 6"14' - 6"UPPER CAB.9060SLDR.6020 PIC. 3020 PIC. BLW.SAFETY GLASS9060SLDR.6020PIC. 3020PIC. BLW.SAFETY GLASS6060SLDR.PROVIDE MIN. 18" X 24" CRAWL SPACEACCESS INSULATE AND WEATHER STRIP9060SLDR.6060SLDR.6060SLDR.(2) 3016 PIC. BLW. SAFETY GLASSMAIN FLOOR PLANSCALE: 1/4" = 1'-0"HEAT PUMP5 TON 17 SEER MRCOOLUNIVERSAL SERIES HEATPUMP SYSTEM MODEL: MDU18060115522334466BBDDEEHHFFAAGGJJKKIICC15' - 0"41' - 0"10' - 0"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 R302.5.1PROVIDE 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.A 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 SMOKE ALARM THAT IS INSTALLED IN THE DWELLING PER R314.4.1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING.R-21 INT INSULATION, TYP.R-21 INT INSULATION, TYP.11OVC.M.S.D.W.C.AW.C.AEGRESSEGRESS11OVS.D.11OVS.D.C36" 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 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.4A112A121A12UP 18 RISERSLANDING36" H. GUARDRAIL36" H. GUARDRAILWHOLE HOUSE FANW/ AUTO TIMER &MANUAL OVERRIDE3A11S.G.4' - 0"4' - 8"9' - 8"10' - 0"6" WALL6" WALLLINE OF BALCONY ABV.LINE OF BALCONY ABV.LINE OF WALL ABV.LINE OF WALL ABV.LINE OF WALL ABV.LINE OF WALL ABV.LINE OF WEATHERDECK ABV.6X6 POSTS PER STRUCTURAL ENG.1' - 0"3' - 0"3A124A122A11CONCRETEDRIVEWAY2' - 6"S.G.LINE OF BEAM ABV.LINE OF BEAM ABV.4' - 0"10' - 2"5' - 6"2' - 0"10' - 0"2' - 0"4' - 0"2' - 6"4' - 0"7' - 4"13' - 2"20' - 6"4' - 4"4' - 4"9' - 2"3' - 10"1' - 4"5' - 4"2' - 8"3' - 8"5' - 4"3' - 6"2' - 0"SAFETY GLASS4' - 4"2' - 6"2' - 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 7' - 0"DNOPEN TO ABV.SOFFITSOFFITRETAINING WALLLINE OF RAISED STEM WALLDATEPREPARED 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 FLOORPLANGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.NORTHAREA SUMMARY:MAIN FLOOR:UPPER FLOOR:1 3822 087SF.SF.TOTAL (LIVING/HEATED SPACE):GARAGE:FRONT PORCH:UNCOVERED PATIO:COVERED WATERPROOF WEATHERDECK:COVERED BALCONY:ROOFTOP DECK:3 46955489275235104318SF.SF.SF.SF.SF.SF.TYPICAL FLOOR NOTES: 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.MAIN 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. 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:THE DOOR IN THE DWELLIN/GARAGE SEPARATION MUST BE EQUIPPED WITH A SELF-CLOSING OR AUTOMATED CLOSING DEVICE. PER IRC 302.5.1NOTE:EACH DOOR TO BE UNDERCUT A MINIMUM OF 1/2-INCH TO ASSURE FREE FLOW OF FRESH AIR THROUGHOUT HABITABLE ROOMSFOR SMOKE & CARBON MONOXIDE ALARMS NOTES SEE SHEET A6.GARAGE NOTES:1.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.RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA 16 15 14 13 12 11 10 9 8765432120191817161514131211109876543 2 1UPPER FLOOR PLANSCALE: 1/4" = 1'-0"1A9VAULTEDMSTR. STE.19'-0" X 15'-0"303030MSTR. BATH11'-8" X 11'-0" +2826R. $ S.MSTR. W.I.C.9'-0" X 11'-0"LINE OF CLG. CHANGE10' CLG.W.I.C.6'-2" X 5'-0"2424BATH # 29'-0" X 5'-0"R. $ S.R. $ S.R. $ S.MECH. RM.5'-10" X 5'-6"+ 10'-0" CLG.BDRM. # 213'-4" X 11'-4"OPEN TOBELOWSLOPESLOPESLOPESLOPESLOPESAFEY GLASSSAFEY GLASSSAFEY GLASSSAFEY GLASSPDR.2624VAULTEDDINING18'-8" X 13'-0" +VAULTEDKITCHEN19'-6" X 15'-10"SPICE KITCHEN11'-4" X 5'-4"AIRHANDLERW/HUPPER CAB.EATING BARPREP. ISLANDOVENSPANTRY4' - 0"12' - 0"LINE OF CLG. CHANGE+ 10'-0" CLG. THIS SIDE+ 10'-0" CLG.GREAT RM.18'-8" X 19'-10"+WATERPROOF BALCONY18'-8" X 4'-0"COVERED WATERPROOFWEATHERDECK20'-0" X 11'-0" +30S. G.S.G.1' - 6"22' - 0"17' - 8"2' - 0"43' - 2"41' - 8"20' - 0"10' - 0"9' - 8"2' - 0"14' - 4"3' - 6"2' - 2"5' - 0"5' - 0"5' - 2"4' - 6"5' - 0"3' - 4"9' - 8"4' - 0"2' - 6"9' - 0"6' - 2"1' - 0"SAFETY RALINGSAFETY RALING10' OPENING64' - 0"2' - 0"10' - 0"39' - 0"13' - 0"2' - 0"11' - 0"16' - 4"2' - 2"3' - 8"6' - 0"5' - 8"1' - 10"3' - 4"4' - 6"57' - 6"2' - 0"64' - 0"7' - 0"7' - 4"6' - 0"1' - 0"2' - 6"2' - 0"6' - 6"9' - 6"3' - 11"4' - 1"7' - 0"6' - 2"48" REFERLINE OF CLG. CHANGED.W.30+ 10'-0" CLG.LINE OF CLG. CHANGELINE OF CLG. CHANGELINENUPPER CAB.D.W.1' - 6"6' - 0"10' - 4"3' - 2"6060SLDR.3060PIC.3020PIC.ABV.9060SLDR.6020PIC. 3020PIC. ABV.9060SLDR.6020PIC. 3020PIC. ABV.6020PIC. ABV.3020PIC.ABV.SLOPE3060PIC.SAFETY GLASS6020PIC. 3020PIC. BLW.9060SLDR.6020PIC. 3020PIC. ABV.SAFETY GLASS9060SLDR.6020PIC. 3020PIC. BLW.SAFETY GLASS6060SLDR.(2) 3020PIC. BLW.SAFETY GLASS6060SLDR.6060SLDR.(2) 3020PIC. BLW.SAFETY GLASS3070PIC.HEADER @ 8' 0"2050PIC.HEADER @ 8' 0"6050SLDR.HEADER @ 8' 0"2020PIC.HEADER @ 8' 0"115522334466BBDDEEHHFFAAGGJJKKIICCFIRE BLOCKING SHALL BE PROVIDED PER 2018 IRC R302.11 IN FULL-HEIGHT WALLS. FOR ADDITIONAL FIREBLOCKING DETAILS SEE NOTES ON SHEET-A8BATHTUB 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 FIREPLACEINSTALL 60" WIDE GAS FIREPLACE PER MANUF. SPECS. SEE SHEET A11 FOR FIREPLACE SPECSUP 20 RISERSW.C.AW.C.AW.C.AEGRESSEGRESS10" WALL6" WALL6" WALL6" WALL6" WALL6" WALL11OVS.D.11OVS.D.11OVC.M.S.D.11OVC.M.S.D.36" X 60"TUB/ SHOWER48" X 60"TUB/ SHOWERFREE STANDING TUBASAFETY RALINGSAFETY RALINGHYBRID/ELECTRIC HEAT PUMP HYBRID ELECTIC WATER HEATER ECEPH80 T2RH375-SO UEF= 4.06A11DN. 18 RISERS2620206' - 6"6' - 6"BKITCHEN PER CABINET DESIGNERHALFWALLHALFWALL36" H. GUARDRAIL36" H. GUARDRAIL36" H. GUARDRAILBATHTUB 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 12' - 2"2' - 0"4' - 0"2' - 4"5' - 8"1' - 8"11' - 10"LANDING2' - 10"10' - 8"2' - 6"4' - 2"1' - 6"9' - 10"4' - 0"3' - 8"4' - 4"6' - 2"2' - 4"LINE OF WALL BLW.LINE OF WALL BLW.LINE OF WALL BLW.+ 10'-0" CLG.S.G.S.G.8A117A11LINE OF WALL BLW.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 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 1' - 6"7' - 0"6' - 4"2' - 8"0' - 10"4' - 0"4' - 0"6' - 0"4' - 0"3' - 10"3' - 8"3' - 8"7A11R302.7 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.1' - 4"2' - 0"6' - 8"6" WALLSLOPE TO DRAINLINE OF DECK ABV.LINE OF DECK ABV.2' - 0"5' - 8"13' - 6"4' - 4"5' - 10"1' - 2"HEADER @ 9'HEADER @ 9'HEADER @ 9'HEADER @ 9'1' - 0"S.G.B2A93A9ROOF TRUSSES SECTIONROOF TRUSSES SECTIONROOF TRUSSES SECTIONROOF TRUSSES SECTIONDATEPREPARED 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 PLANGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.AREA SUMMARY:MAIN FLOOR:UPPER FLOOR:1 3822 087SF.SF.TOTAL (LIVING/HEATED SPACE):GARAGE:FRONT PORCH:UNCOVERED PATIO:COVERED WATERPROOF WEATHERDECK:COVERED BALCONY:ROOFTOP DECK:3 46955489275235104318SF.SF.SF.SF.SF.SF.TYPICAL FLOOR NOTES: 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.MAIN 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. 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:THE DOOR IN THE DWELLIN/GARAGE SEPARATION MUST BE EQUIPPED WITH A SELF-CLOSING OR AUTOMATED CLOSING DEVICE. PER IRC 302.5.1NOTE:EACH DOOR TO BE UNDERCUT A MINIMUM OF 1/2-INCH TO ASSURE FREE FLOW OF FRESH AIR THROUGHOUT HABITABLE ROOMSFOR SMOKE & CARBON MONOXIDE ALARMS NOTES SEE SHEET A6.GARAGE NOTES:1.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.NORTHRECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA 20191817161514131211109876543 2 11A9ROOF LAYOUTSCALE: 1/4" = 1'-0"WATERPROOF WEATHERDECK27'-0" X 10'-10" +2' - 0"11' - 0"3' - 8"8' - 10"7' - 6"10' - 0"9' - 8"115522334466BBDDEEHHFFAAGGJJKKIICC2' - 0" O.H.2' - 0" O.H.2' - 0" O.H.2' - 0" O.H.D.S.36" H. GUARDRAIL36" H. GUARDRAIL36" H. GUARDRAIL36" H. GUARDRAIL36" H. GUARDRAIL36" H. GUARDRAIL36" H. GUARDRAILDN. 20 RISERS8A11HALFWALL7A117A11HALFWALLHALFWALLLINE OF BALCONY BLW.LINE OF BEAM BLW.VAULTEDVAULTEDVAULTEDSLOPESLOPESLOPESLOPE1 1/2" / 12"1 1/2" / 12"LINE OF CLG. CHANGE+ 10'-0 CLG. THIS SIDE+ 10'-0" CLG. THIS SIDELINE OF CLG. CHANGELINE OF CLG. CHANGE+ 10'-0" CLG. THIS SIDESHED ROOF1NOT TO SCALE1A512' - 6"27' - 2"39' - 8"13' - 0"13' - 9"15' - 6"10' - 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 CLOSE-CELL INSULATION, NONVENTED AREA EQUAL TO R-49D.S.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 13' - 0"2' - 2"10' - 10"1' - 6"6' - 0"3' - 2"10' - 4"7' - 8"3' - 4"SLOPE TO DRAINREGULAR R-49 VENTED BATT INSULATION, TYP.REGULAR R-49 VENTED BATT INSULATION, TYP.CLOSE-CELL INSULATION, NONVENTED AREA EQUAL TO R-492A93A9ROOF TRUSSES SECTIONROOF TRUSSES SECTIONROOF TRUSSES SECTIONROOF TRUSSES SECTION1A5HIGH ROOF VENTS22A5DATEPREPARED 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:A5ROOFLAYOUTGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA MAIN FLOOR@130.2'PL. @ MAIN FLR.GARAGE SLAB@129.5'UPPER FLOORPL. @ UPPER FLR.WEATHERDECKROOFTOP4' - 2"ROOF HIGHESTPOINTREAR (SOUTH) ELEVATIONSCALE: 1/4" = 1'-0"S.G.S.G.3' - 0"3' - 0"S.G.S.G.S.G.S.G.S.G.CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP.LIGHTWEIGHT STONE VENEER, TYP.5A11GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING.LAP SIDING TYP.HARDIE PANEL, TYP.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.LAP SIDING, TYP.7A11HALFWALLHALFWALL1 1/2" 12"1 1/2" 12"36" H. GUARDRAIL36" H. GUARDRAILWATERPROOF WEATHERDECKWATERPROOF WEATHERDECKUNCOV'D PATIO0' - 8"9' - 0"1' - 0"10' - 0"1' - 0"5' - 4 1/2"27' - 0 1/2"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.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.3' - 0"AVERAGE WALLPLATE @153.8'23' - 3 1/2"25' - 10 1/2"23' - 3 1/2"2' - 7 1/2"20' - 8"2' - 7 1/2"3' - 6"36" H. GUARDRAILAGP. @ 129.4'MAX. WALL PALTEHEIGHTMAX. WALL PALTE HEIGHT24' - 0"23' - 4 1/2"0' - 7 1/2"MAIN FLOOR@130.2'PL. @ MAIN FLR.GARAGE SLAB@129.5'UPPER FLOORPL. @ UPPER FLR.FRONT (NORTH) ELEVATIONSCALE: 1/4" = 1'-0"WEATHERDECKROOFTOPROOF HIGHESTPOINTS.G.S.G.S.G.S.G.CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP.LAP SIDING TYP.LIGHTWEIGHT STONE VENEER, TYP.5A11GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, R308.4.1. SAFETY GLAZING.CARPORTHARDIE PANELS TYP.ENTRY PORCHHARDIE PANEL, TYP.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.HARDIE PANELS TYP.HALFWALL36" H. GUARDRAILWATERPROOF BALCONY1 1/2" 12"1 1/2" 12"5' - 4 1/2"1' - 0"10' - 0"1' - 0"9' - 0"0' - 8"27' - 0 1/2"3' - 0"0' - 10"S.G.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 CONC. WALKWAYS.G.2' - 7 1/2"23' - 3 1/2"25' - 10 1/2"23' - 3 1/2"AVERAGE WALLPLATE @153.8'BEAMAGP. @ 129.4'MAX. WALL PALTEHEIGHTMAX. WALL PALTE HEIGHT24' - 0"0' - 7 1/2"23' - 4 1/2"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 &REARELEVATIONSGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.ELEVATION 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.NOTE:FOR HARDIE PANEL DETAILS SEE SHEET A13FOR ARTISAN LAP SIDING DETAILS SEE SHEET A14SMOKE & 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.RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA MAIN FLOOR@130.2'PL. @ MAIN FLR.GARAGE SLAB@129.5'UPPER FLOORPL. @ UPPER FLR.WEATHERDECKROOFTOPROOF HIGHESTPOINTRIGHT (WEST) ELEVATIONSCALE: 1/4" = 1'-0"3' - 0"3' - 0"S.G.S.G.S.G.S.G.S.G.S.G.S.G.WATERPROOF WEATHERDECKLIGHTWEIGHT STONE VENEER, TYP.LAP SIDING TYP.HARDIE PANEL, TYP.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.HARDIE PANEL, TYP.5A11HARDIE PANEL, TYP.BEAMWATERPROOF BALCONY36" H. GUARDRAILHARDIE PANEL, TYP.ENTRY PORCH5' - 4 1/2"1' - 0"10' - 0"1' - 0"9' - 0"0' - 8"27' - 0 1/2"S.G.0' - 10"0' - 10"3' - 0"0' - 10"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 AGP. @ 129.4'MAX. WALL PALTEHEIGHTMAIN FLOOR@130.2'PL. @ MAIN FLR.GARAGE SLAB@129.5'UPPER FLOORPL. @ UPPER FLR.WEATHERDECKROOFTOPROOF HIGHESTPOINTLEFT (EAST) ELEVATIONSCALE: 1/4" = 1'-0"S.G.1 1/2" / 12"CONT. METAL GUTTER ON 5/4X8 FASCIA BRD. TYP.LIGHTWEIGHT STONE VENEER, TYP.LAP SIDING TYP.HARDIE PANEL, TYP.SOFFIT, VENT & INSULATE CANT'L W/ R-38 INSUL.HARDIE PANEL, TYP.HALFWALL36" H. GUARDRAIL5A1136" H. GUARDRAIL7A11WATERPROOF WEATHERDECK5' - 4 1/2"1' - 0"10' - 0"1' - 0"9' - 0"0' - 8"27' - 0 1/2"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 3' - 0"3' - 0"LAP SIDING TYP.UNCOV'D PATIOBEAMLAP SIDING TYP.AGP. @ 129.4'MAX. WALL PALTEHEIGHTRETAINING WALLDATEPREPARED 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:A7LEFT &RIGHTELEVATIONSGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.ELEVATION 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.NOTE:FOR HARDIE PANEL DETAILS SEE SHEET A13FOR ARTISAN LAP SIDING DETAILS SEE SHEET A14RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA 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:A8PERSPECTIVEVIEWSGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.PERSPECTIVE 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.PERSPECTIVE VIEW: FRONT VIEWPERSPECTIVE VIEW: BIRD EYE VIEWPERSPECTIVE VIEW: REAR /RIGHT ELEVATIONPERSPECTIVE VIEW: FRONT / LEFT ELEVATIONRECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA MAIN FLOOR@130.2'PL. @ MAIN FLR.GARAGE SLAB@129.5'UPPER FLOORPL. @ UPPER FLR.BUILDING CROSS-SECTION -'1'SCALE: 1/4" = 1'-0"WEATHERDECKROOFTOPROOF HIGHESTPOINT18" MIN.12" MIN.CRAWL SPACE18" MIN. CLEARANCE6 MIL (BLACK) V.B.LINE OF POST & BEAM BEYOND SEE FOUNDATION PLAN FOR MEMBER DIMENSIONS2-CAR GARAGEPDR.BEDRM. # 2MECH. RM.DININGFOOTING DRAINS SHALL BE 4-INCH PERFORATED PIPE AND EMBEDDED IN PEA GRAVEL OR DRAIN ROCK AND WRAPPED IN FILTER FABRIC.4" THICK CONC. SLABOVER 4" COMPACT SAND AND GRAVEL BASECONT. METAL GUTTER ON 5/4X8 FASCIA BRD. 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 ELEVATIONS 1/2" G.W.B.TYPICAL INTERIOR WALL (2) 2X4 TOP PLATES2X4 STUDS 6" O.C.2X4 BOTTOM PLATE1/2" G.W.B.TYP.3/4" T. & G. PLYWOOD OVER FLOOR JOISTS 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.2x6 STUDS 16" O.C. FOR BEAMS, TRUSSES AND JOISTS LOCAIONSEE S-SHEETS5/8" G.W.B. TYP.FLOOR JOISTS PER ENGINEERTYPICAL 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.R-21 INSULATION2x6 STUDS 16" O.C. PROVIDE ONE (1) HOUR FIRESEPARATION FOR LIVING AREAS ADJACENT & ABOVER-38 INSULATIONR-21 INSULATIONFLOOR JOISTS PER ENGINEERR-38 INSULATION1/2" G.W.B.TYP.5/8" G.W.B. TYP.1/2" G.W.B.TYP.5/8" G.W.B. TYP.1/2" G.W.B.TYP.36" H. GUARDRAIL 36" H. GUARDRAIL LANDINGREC. RM.HALFWALL7A11CLOSE-CELL INSULATION, NONVENTED AREA EQUAL TO R-49FOOTING DRAINS SHALL BE 4-INCH PERFORATED PIPE AND EMBEDDED IN PEA GRAVEL OR DRAIN ROCK AND WRAPPED IN FILTER FABRIC.FOOTING PER STRUCTURAL S-SHEETSFOOTING PER STRUCTURAL S-SHEETSR-21 INSULATION1 1/2" 12"FLOOR JOISTS PER ENGINEERAVERAGE WALLPLATE @153.8'1 1/2" 12"1' - 2"14" ENERGY HEEL PER S-SHEETSMFRD. TRUSSES PERS-SHEETS9' - 0"0' - 8"5' - 4 1/2"1' - 0"10' - 0"1' - 0"23' - 3 1/2"REGULAR R-49 VENTED BATT INSULATION, TYP.VAULTED CLG.14" MFRD. TRUSSES PERS-SHEETS1 ' - 2 "2' - 7 1/2"20' - 8"2' - 7 1/2"23' - 3 1/2"25' - 10 1/2"13' - 3 1/2"PL. @ UPPER FLR.PL. @ UPPER FLR.ROOF TRUSSES CROSS-SECTION -'2'SCALE: 3/16" = 1'-0"CLOSE-CELL INSULATION, NONVENTED AREA EQUAL TO R-4914" MFRD. TRUSSES PERS-SHEETSVAULTED CLG.VAULTED CLG.1 ' - 2 "14" MFRD. TRUSSES PERS-SHEETS1 ' - 2 "MAX. WALL PALTEHEIGHTMAX. WALL PALTEHEIGHTPL. @ UPPER FLR.PL. @ UPPER FLR.ROOF TRUSSES CROSS-SECTION -'3'SCALE: 3/16" = 1'-0"CLOSE-CELL INSULATION, NONVENTED AREA EQUAL TO R-49VAULTED CLG.14" MFRD. TRUSSES PERS-SHEETS14" ENERGY HEEL PER S-SHEETSMFRD. TRUSSES PERS-SHEETSREGULAR R-49 VENTED BATT INSULATION, TYP.1' - 2"1 ' - 2 "MAX. WALL PALTEHEIGHTMAX. WALL PALTEHEIGHTDATEPREPARED 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& SCHEDULESGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.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.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 THE LEAST 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.RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA 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:A10SCHEDULES &NOTESGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.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 LIUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES 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.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. 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.RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA FEILD 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/ INSULATION2 . MIN 3 1/2"ADHERED VENEER O/ SHEATHINGNOT TO SCALE4" MIN. ABOVE THE EARTH, 2" MIN. ABOVE PAVED AREAS, AND 1/2" MINIMUM ABOVE EXTERIOR WALKING SURFACES, PER IRC R703.12.1.4" MIN. (SCREED TO GRADE)2" MIN. (SCREED TO PAVEMENT)FOUNDATION WALLINSULATION PER PLAN2X STUD WALL PER PLAN1/2" CDX PLYWOOD SHEATHING2 LAYERS GRADE D BLDG. PAPER WEATHER RESISTANT BARRIERCORROSION RESISTANT (GALV.) METAL LATHADHERED STONE VENEERTYPE "N"MORTAR JOINTTYPE "N" MORTARSEATING BED26 GA GALV. CORROSION RESISTANT WEEP SCREED-OVERLAP BLDG. PAPER-LATH TO COVER & TERMINATE ON FLANGE5FIREPLACE SPECS6WATER HEATER ANCHORAGESIMPSON 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 "7HALF WALL FRAMING3INTERIOR 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 SCALESTAIR & 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 STAIRHANDRAILBALUSTEROR PARTITIONSHOE RAILFOR BALUSTERSNOSING 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. SIDE4GUARDRAIL PER MANUFACTURER OR HALFWALLOPTIONAL 2X DECKINGGACO WATER PROOF MEMBRANE321PLYWOODLESS THAN 4 "R-38 CLOSED CELL POLYURETHANE 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, WAKEBOARD 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 SCALE8DATEPREPARED 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:A11PROJECTDETAILSGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA 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:A12PROJECTDETAILSGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.BASIC STAIRS DETAIL1GUARDRAILS DETAIL2ALARMS DETAIL3EMERGENCY EGRESS DETAIL4SAFETY GLAZING DETAIL5WINDOW FALL PROTECTION 6RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA 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:A13HARDIEPANELSIDINGDETAILSGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA ARTISAN 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:A14LAP SIDINGDETAILSGURMINDER S.DHALIWALSINGLE-FAMILY RESIDENCEDHALIWAL RESIDENCE909 N 29TH STRENTON 98056PARCEL NO.:334210-073722133PAVEL MELNIKKONYAKINA A.& LOGVINA A.RECEIVED03/12/2024aalexanderBUILDING DIVISIONB24001264V1DocuSign Envelope ID: EC156735-60A7-4848-96BC-DBD511B8A7EA