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<br /> Permit#: 82302-114 ROLLED PLANS
<br /> APPROVED Site Address 1708 WALNUT Sr
<br /> 1708 WALNUT RESIDENCE (1 Owner: Craig&JennyENTIALALTERAs
<br /> Office of Community,Planning 8 Economic Development Tenant:
<br /> PLANNING DEPARTMENT App,Date: 2/24/2023
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<br /> /��yy�n, Proposed Use: RESIOENTIALALTERATION(REMODEL,
<br /> Nar- �"` Description: SFR RIPAIRW/NEW ROOFTRUSSES AND
<br /> 1708 WALNUT STREET EVERETT, WA 98201 BU'ILD�NEWfGARAGE
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<br /> Reviewetl By: D
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<br /> MAR 09 2023 D y °
<br /> GENERAL CONDITIONS PROJECT INFORMATION VICINITY MAP S&%1t"9Bg
<br /> CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN REFER TO SPECIFICATIONS FOR ACCESS DOORS AND DO NOT SCALE DRAWINGS.DIMENSIONS,IN GENERAL
<br /> FEILD AND NOTIFY ARCHITECT IF CONDITIONS ARE NOT CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT GENERAL,ARE: A ONE(1)STORY BUNGALOW ADDITIONAL GARAGE AND REMODEL OF EXISTING HOUSE
<br /> J AS REPRESENTED ON DRAWINGS LOCATIONS FOR ACCESS REQUIRED BY THEIR WORK. A. AT INTERIOR WALLS CENTER OF STUD TO IN SNOHOMISH COUNTY.PROJECT SHALL BE IRC CONTRUCTION.IT SHALL HAVE G0.00 COVERSHEET J
<br /> OWNER,ARCHITECT,AND CONTRACTOR TO HAVE ACCESS MUST BE PROVIDED FOR ALL CONCEALED CENTER OF STUD. DETACHED 2-CAR GARAGE UNIT WITH GROUND LEVEL.REMODEL OF FROSTING HOUSE G1.00 IRC CODE DATA
<br /> REPRESENTATION AT ALL PRE-CONSTRUCTION VALVES,DAMPER CONTROLS AND FIRE DAMPER B. AT CONCRETE WALLS TO THE FACE OF FROM ROOF ALTERATION,REPLACE ALL WINDOW AND DOORS,INTERIOR AND EXTERIOR G3.DO ENERGY CODE REQUIREMENTS
<br /> MEETINGS LINKAGE.OBTAIN ARCHITECTS APPROVAL IN LOCATING CONCRETE. SIDINGS. ` '�.a`. CIVIL
<br /> • GENERAL CONTRACTOR TO ORGANIZE SUB- ACCESS DOORS. C. AT MASONRY WALLS TO THE FACE OF PROJECT ADDRESS: 1708 WALNUT STREET EVERETT,WA 98201 C1.00 SITE PLAN
<br /> CONTRACTOR COORDINATION MEETING WITH ROOM FINISH SCHEDULE SHALL NOT BE TAKEN AS MASONRY(NOMINAL). CIO SITETES PLAN
<br /> ARCHITECT PRIOR TO SUB'S WORK ON SITE COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM D. AT EXISTING FINISHES TO THE FACE OF PARCEL#: 00556339502900
<br /> • ALL PARTIES(OWNER,ARCHITECT,CONTRACTOR)TO MATERIALS;HOWEVER,IT SHALL BE BINDING TO THE FINISH. C3.00 DRAINAGE PLAN
<br /> BE INCLUDED IN COMMUNICATION DURING EXTENT OF THE MATERIAL IT DOES SPECIFY.THE E. COLUMNS TO COLUMN CENTERLINE OR LEGAL DESCRIPTION: RIVERDALE ADD BLK 395 D-00-ALL OF ARCHITECTURE
<br /> CONSTRUCTION CONTRACTOR SHALL CHECK THE SCHEDULE WITH THE COLUMN CENTERLINE TO FACE OF STUD. LOTS 29 5 30 A1.00 FLOOR PLAN-DEMO
<br /> • MAINTAIN FIRE RESISTANCE AND SOUND CONTROL SPECIFICATIONS AND DRAWINGS OF ALL DISCIPLINES F. EXTERIOR WALLS ARE FACE OF STUD TO A3.00 ROOF PLAN
<br /> VALUES AT ALL PERIMETER EDGES OF WALLS IN FOR OTHER MATERIALS NOT COVERED BY THE FACE OF STUD FOR WOOD/METAL SECTION TOWNSHIP RANGE: 29-05-17-SE i1•ry ,�"'_ 7--
<br /> JURISDICTION: CITY OF EVERETT r s a A5.00 ELEVATION
<br /> CONTACT WITH FLOORS,COLUMNS,BEAMS,ETC. SCHEDULE. CONSTRUCTION �•'� ` A5.01 ELEVATION I
<br /> ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR- ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE ALL DOORS NOT LOCATED BY DIMENSIONS ON ZONING: R•2 4a•„, _ _
<br /> CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES, FOR CONSTRUCTION PURPOSES ONLY. PLANS OR DETAILS SHALL BE FOUR AND A HALF ;�(. 4�.'. t ' _ A6.00 BUILDING SECTION
<br /> WALLS,CRAWL SPACES OR ATTICS SHALL HAVE A CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO INCHES(41/2")FROM THE FACE OF INTERSECTING OCCUPANCY CLASS: IRC SINGLE FAMILY-DETACHED WOOD FRAMED A6.01 SECTION DETAIL
<br /> ION: _'4 - _ o
<br /> FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE WALL TO EDGE OF DOOR OPENING, TYPE of CONSTRUCT +"1MrE - A9.10 WINDOWS/DOOR SCHEDULE DETAIL N
<br /> SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN AND PROVIDE BACKING FOR EQUIPMENT AND DOOR IDENTIFICATION NUMBER: SPRINKLERED: NO SITE r }' A,`
<br /> ACCORDANCE WITH ASTM E 84 OR UL 723 ACCESSORY SUPPORT FOR THE FOLLOWING:SHELVING, A. EXISTING DOORS ARE NUMBERED _ '1f STRUCTURAL m
<br /> • ALL CONSTRUCTION TO BE PLUMB,LEVEL AND LAVATORIES,CABINETS AND CASEWORK,TOILET SEPARATELY AND ARE DESIGNATED BY"E." SITE AREA SF/acre: 6,200 SF(0.14 ACRE) ~ - - S1.D0 STRUCTURAL NOTES Q
<br /> SQUARE ACCESSORIES,CLOSET ACCESSORIES,STAIR 8 DRAWINGS ARE FOR VISUAL COMMUNICATION ph S2.00 FOUNDATION PLAN U
<br /> • SEE STRUCTURAL,CIVIL,LANDSCAPE,MECHANICAL, AHNDRAILS,GARMENT HOOKS,BRAS BARS, ONLY.WRITTEN DIMENSIONS GOVERN.DO NOT BUILDING FOOTPRINT SF: fir. - ( �?' }•`- S3.00 ROOF FRAMING F
<br /> AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES PICTURES/ARTWORK,HEADBOARDS,DOOR AND FINISH SCALE DRAWINGS.FOR CONFIRMATION ON PRIMARY HOUSE(EX.): 1,197 SF(19%SITE COVERAGE) Z! H
<br /> AND SYMBOLS. WARDWARE AND ANY OTHER WALL AND CEILING DIMENSIONS CONTACT THE ARCHITECT. ADDITIONAL BATH(NEW): 81 SF(1.3%SITE COVERAGE) UJI 0 UJ
<br /> • EACH CONTRACTOR IS RESPONSIBLE TO REVIEW THE MOUNTED ITEMS. BUILDING SHALL BE AIR-BARRIER TESTED IN GARAGE(NEW): 528 SF( 8%SITE COVERAGE) C N W
<br /> H MECHANICAL AND ELECTRICAL DRAWINGS FOR THE CARPENTRY CONTRACTOR SHALL BUILD IN ALL ACCORDANCE WITH ASTM E779 OR APPROVED TOTAL: 1,806 SF(29%SITE COVERAGE) W SPECIAL INSPECTIONS H UU >
<br /> CUTTING AND PATCHING WORK BEYOND THE LIMITS ROUGH BUCKS FOR GRILLES,REGISTERS,ETC.WHERE EQUIVALENT. GROSS BUILDING AREA SF: y.. , W W
<br /> OF THE PROJECT SHOWN ON THE ARCHITECTURAL REQUIRED. DURING THE COURSE OF WORKING,IF ARTIFACTS PRIMARY HOUSE: 1,278 SF(20%SITE COVERAGE) 1 r H-
<br /> DRAWINGS. ALL PIPING,CONDUIT,DUCTS,ETC.SHALL BE FURRED-IN 528 SF(8%SITE COVERAGE) WIN OR HUMAN REMAINS ARE DISCOVERED ON SITE, 1R;'p�ij SPECIAL INSPECTIONS MAYBE REQUIRED FOR ANY CATEGORY OF Z W
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<br /> • EACH CONTRACTOR SHALL CONSULT PLANS OF ALL AT ALL FINISHED ROOMS. ALL WORK MUST STOP AND JURISDICTION MUST TOTAL: 1,806 SF(29%SITE COVERAGE)REQUIRED :.�j� - WORK IN ACCORDANCE WITH IRC SECTION R109.2. J Of
<br /> TRADES FOR ALL OPENINGS FOR DUCTS,PIPES, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY BE CONTACTED. 7rai; ;" Q F'
<br /> CONDUIT,CABINETS AND EQUIPMENT AND SHALL SHALL HAVE A PRESERVATIVE TREATMENT. THE CONTRACTOR SHALL FURNISH ALL LABOR BUILDING HEIGHT ALLOWED FT: 28 FT ppII�� P .. '�"g �.. SPECIAL INSPECTIONS MAY BE REQUIRED BY THE AUTHORITY
<br /> VERIFY SIZE AND LOCATION. PLACE NO MAINS,PIPING,CONDUIT OR OBSTRUCTIONS AND MATERIALS NECESSARY FOR COMPLETE MC SEC- (EMC)19.39,080 +J 1 J )I 'y ' g F-
<br /> 1C'.aF+� lFp,al HAVING JURISDICTION FOR ANY SPECIAL CASES DETERMINED BY C
<br /> EACH CONTRACTOR SHALL VERIFY ALL ROUGH-IN OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS INSTALLATION OF ALL WORK.EACH CONTRACTOR BUILDING HEIGHT PROVIDED FT: 18 FT o
<br /> aI� tl• THE BUILDING OFFICIAL J DIMENSIONS FOR EQUIPMENT FURNISHED AND AND CLEARANCES. SHALL RESPECT THE WORK OF OTHER SETBACKS MC SEC: REQUIRED PROVIDED F�f Q
<br /> INSTALLED BY HIMSELF OR OTHERS. PROVIDE BLOCKING/BACKING FOR WALL HUNG CABINETS, CONTRACTORS AND SHALL BE RESPONSIBLE FOR -j 'Piq}I
<br /> • ALL CONTRACTOR FURNISHED ITEMS SHALL BE FIXTURES OR EQUIPMENT. AND LIABLE FOR REPAIR AND/OR REPLACE ANY FRONT 20 FT 10 FT
<br /> G SUPPLIED WITH REQUIRED MECHANICAL AND ALL SURFACE ATTACHED LADDERS USED ONLY TO DAMAGE CAUSED BY HIS/HER WORK SBACK 20 FT FT
<br /> IDES 10 FT 6b FT - ` 'I! '' APPLICABLE CODES G
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<br /> ELECTRICAL SERVICES TO PROVIDE OPERATION OF ATTEND EQUIPMENT SHALL COMPLY WITH O.S.H.A. QUALITY:WORKMANSHIP SHALL BE OFIM` y
<br /> ITEMS FURNI PROJECT VALUATION
<br /> SHED. REGULATIONS. STANDARDS OF TRADES INVOLVED IN THE : $139/SF X 1,637 SF= $227,543 P
<br /> ALL RECESSED ELECTRICAL PANELS AND CABINETS WHERE EXISTING WORK IS DAMAGED,CUT OR DEFACED CONSTRUCTION INDUSTRY AND MATERIALS USED •M „('A
<br /> AND OTHER RECESSED CABINETS SHALL BE BACKED AS A RESULT OF PERFORMANCE OF NEW WORK,THE AND PROVIDED OF THE BEST QUALTIY THE UTILITY GROUP ON ICC B.V.D. yy'z? _ - -�... �a__,._I CONSTRUCTION OF THIS PROJECT AND ASSOCIATED DRAWINGS
<br /> WITH GYPSUM WALL BOARD TO MAINTAIN THE FIRE CONTRACTOR IS TO PATCH AND REPAIR SAME TO MATCH MARKET AFFORDS.ALL INSTALLATIONS AND ,_..y # - '1-th i , PROVIDED FOR THE CONSTRUCTION BY CONSULTANTS OF THE
<br /> RESISTIVE RATING OF THE PARTITION IN WHICH THE ADJOINING SURFACES.REPAIRED FINISHES SHALL BE APPLICATION SHALL CONFORM TO �I F ("a""•-:"- ARCHITECT OR CONTRACTOR SHALL COMPLY WITH THE FOLLOWING
<br /> UNIT IS INSTALLED. EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH MANUFACTURERS SPECIFICATION 8 WARRANTY CODES:
<br /> REMOVE EXISTING FLOORING WHERE NEW FLOORING AS CORNERS,CEILING LINES,TOP OF BASE,ETC. REQUIREMENTS I low 'omilw E
<br /> • IS SCHEDULED. WHERE ITEMS ARE NOTED TO BE REMOVED,IT SHALL 2018 IRC
<br /> MEAN THE COMPLETE REMOVAL OF THE WORK CH.51-50 WAD,
<br /> INDICATED AND THE ASSOCIATED PATCHING AND IMAGE COURTESY OF SNOHOMISH COUNTY DATE:09/21/2022 2018 WEED E
<br /> F REPAIRING TO MATCH ADJOINING WORK EVERETT MUNICIPAL CODE e C
<br /> SITE PLAN PROJECT TEAM
<br /> EXISTING HOUSE �p wt C
<br /> / WALL CONSTRUCTION '
<br /> ARCHITECT OWNER i
<br /> 32'-6" 40'-1" Gabbed Architects Planners Craig Hawkins ��� �{l�' G S,
<br /> R-2 ZONING !!!
<br /> ExIsnNG RIGM GF wqr 20011 Ballinger Way NE#211 20109 144th Ave.NE \ Pm
<br /> GARAGE RLSIINGS ACK RISING GAS SUPPLY RlERN2+0.N
<br /> I HEDGE 15,•10" V-5" NOTE: I Shoreline,WA,98144 Woodinville,WA 98072
<br /> PROPERTYUNE 50 FT.NEAREST
<br /> E B•/SSA ,�b\ — — — — 2 — f — T:206.367.3600 T:425.488,7688
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<br /> RIVING ••-ELEVHSSA`-'.';•-+x'•'•" - r- NEWGARAGF SITE PLAN NOTES
<br /> POWER �1=�1CONC: : 'I• qdp SF I / oueLesTuoa Reau,rs[o. ortcnlv.eox Nala�s•
<br /> LINE � _ DRIVEWAM,'' a..�: I / \\ o nxa PRUArvowrv. nNORn��earox ESFncea
<br /> w'! ,77 1. SEE CIVIL DRAWINGS FOR EXTENT OF THE SITE WORK ANC
<br /> sa.o I L I p 7 RIVING UTILITY CONNECTIONS
<br /> OH .^O - I wATM SUPPLY • NN
<br /> �OHP-1---- • 1 HP +-0HP-•sr' 'a -• OHP OH HP / 2. ALL LANDSCAPING ON SITE TO REMAIN EXCEPT AS INDICAI of eAcw°sxowNPORcuRm'i swaurvow NFAoeR ns aeau,Reo
<br /> ws� ti• FIEV+`50.6 EximNG HOUSE FOR \ 3. SEE PLANS FOR EASEMENTS AND LIMITS OF SITE ACCESS' oiaWR i RR
<br /> D Q" •. -r-, l''I• ALTERATION \ / TxE Nro0R9T
<br /> I ROAD SYSTEM s<snPTY RaAly.Rox N.uaa+r
<br /> 4. REUSE EXISTING WATER METER AT STREET,INDICATED OP RSA HEn o.e.AT"RrFoeemnnwPORm
<br /> %. \ ID+.532 flEV N513 3 PLAN.
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<br /> C I s-./.:.+•.,`.,4;'•.' -': IXe1N CONC. — a5l"res"moxNUMNOBOTION,W'
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<br /> 24'-1" - - - - - - - I 4 I 1 ( G 1 SITE PLAN KEYNOTES
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<br /> / 32'-8a 24,-D" L — I \ i/
<br /> — — — — — —s — Ip I%i 1 PROPERTY LINE ere""� PRRNnrennrvooR
<br /> IXLSTING ,` \ — —I r 5 N„�NANRTRRANeHOA
<br /> PAno 2 ROOF LINE ABOVE Rotre Loureo a oN
<br /> C I / / — — \ - — / \ — — 10'-0" '�A 7j 3 MAIN ENTRY THFSECNRNr
<br /> / \ \/ IXISIING < Por$I:linch=25.4 Lvm
<br /> I I � as2n go SEIfiACK` � >i 4 EXISTING PATIO
<br /> 5 EX.SEWER SERVICES FIGURE R602.10.8.1
<br /> q / \ METHOD ABW—ALTERNATE BRACED WALL PANEL
<br /> O R O
<br /> ,Y Y I o � I 1 / \I _ CONC.IAVE I 8 EXISTING LOCATION OF ELECTRICAL METER
<br /> I I / \ 7 WATER METER vraxreFxaAOPRwm,ow.-a aw.Ne,mw aR.aanww.PAxau3,�
<br /> ST.
<br /> A=N535 �- BASE ELEVATION CALCULATION '< -
<br /> / PROPERIYUNE 1r �£II axeAmirm,
<br /> B \ / R-2 ZONING \ / SEE ELEVATIONS FOR EXISTING BUILDING HEIGHT IN ryl,� aexRNla ixa eR, `'`°euEaaµoee #s
<br /> RELATION TO AVERAGE GRADE um,,"xR
<br /> Laox o„T
<br /> \ / - - - sen
<br /> GOVERNING AGENCIES MAX. BLDG.COVERAGE CALCULATI „� „R
<br /> TYPE AGENCY TITLE CONTACT PHONE m e°�atPERTRRN xo< papa po9_°
<br /> SITE AREA: 6,200 SIF RNx.n,A
<br /> PLANNING EVERETT t SITE PLAN (A).EX HOUSE FOOTPRINT: 1,308 SF
<br /> BUILDING EVERETT 1"=10'0" (B).NEW GARAGE: 528 SF a� w
<br /> FIRE EVERETT N 0' 5' 10' 2p� (C).NEW ADD'L.IMPERVIOUS ;>
<br /> A 2).EX.PATIO: 84 SF . x 000
<br /> TRANSPORTATION EVERETT 40' 1).EX PATHWAY ENTRY: BO SF r d
<br /> 3).NEW DRIVE WAY: 610 SF
<br /> WATER DISTRICT EVERETT WATER SYSTEM eaE'dw °,PU E
<br /> SEWER DISTRICT Everett Water Pollution TOTAL IMPERVIOUS 754 SF - FRONTELEVATION SECTION
<br /> Control Faclllty(EWPCF) TOTAL:1308+528+754(IMPERVIOUS)I 6,200.0.417(42%) Fnr Sc linen=25.emm,l Jolt=304.8 mm.
<br /> 18 15 14 13 12 11 10 9 8 7 S g 4 METHOD PFH—
<br /> FI FIGURE R602.10..
<br /> PORTAL FRAME WITH HOLD-DOWNS
<br /> 2018 INTERNATIONAL RESIDENTIAL CODE® 207
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