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6431 210th ST NE_BLD1053_2026
RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS AND TWO (2) SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION CAN BE SUBMITTED PRIOR. Project Address:6431 210th Street Northeast Plat: Ei Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1 s1 Floor 2nd Floor 771 Garage Total SF Describe Proposal (include cross street): 2nd story addition to an existing residence. Mechanical and Plumbing permits to be deferred, to be submitted by contractor. Valuation:$81,000 Owner: Jared and Jennifer Fairbanks Address: 6431 210th Street Northeast City:Arlington State:WA Zip Code:98223 Phone: 425.750.8729 Email: Applicant: Levesque Design Studio Address: 19711 Knoll Drive City:Arlington State:WA Zip Code:98223 Phone: 360.202.1988 Email:ken.l@levesquedesignstudio.com Contractor:TBD Address: - City:- State:- Zip Code:- Phone: - Email:- License Number: - Expiration:- Rev 2013 RESIDENTIAL PERMIT { ' APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 Plumbing Section (continue filling out if plumbing is involved] (Check all that apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x ❑ Sink (1 .5) x ❑ Shower (2.0) x ❑ Lavatory (1.0) x ❑ Clothes Washer (4.0) x ❑ Water Closet (2.5) x ❑ Dishwasher (1 .5) x ❑ Water Heater x ❑ Hose Bibb (2.5) x ❑ Other (list) Plumbing Section Continued Proposed Water Piping Size: Proposed Piping Material: Proposed DWV Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Heat Pump ❑ Freestanding Stove ❑ Hydronic Piping ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ PV System ❑ Boiler ❑ Gas Piping ❑ Storage Tank ❑ AC Unit ❑ Solid-Fuel Appliance ❑ Other Rev 2013 RESIDENTIAL PERMIT { ' APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 Gas Piping Information Not Applicable: ❑ Pipe Material: Pipe Size: Distance From Meter to Furthest Appliance: Total BTU's of all Appliances: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper Combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: "°°°°""``e""°°aaea° Date: 06/14/2016 Print Applicants Name: Kenneth Thayne Levesque Rev 2013 ` - ' CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 ` PHONE; (360) 403-3551 BUILDING PERMIT Address:6431 210th Street NE Permit#: 1053 Parcel#:00893500001100 Valuation:81000.00 OWNER APPLICANT CONTRACTOR Name:FAIRBANKS,JARED P AND JENNIFER Name:Levesque Design Studio Name:Pura Construction LLC M Address:6431 210TH ST NE Address:]9711 Knoll Drive Address:7316 51st Avenue NE City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Marysville,WA Phone: Phone:360-202-1988 Phone:425-280-7132 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Addition CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: 1 OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX N •Sale tax relating to construction and construction materials in the City of riington must be reported on your sales tax return f an ode ' of rli gton#3101. �` /1 Vl YI, ✓ &�Y -1 c Signature V Print Name Date R � By c' atc CONDITIONS jyL �l Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 9/16/2016 Building Permit Fee $1,197.99 9/16/2016 Building Plan Review Fee $778.69 9/16/2016 Photocopies $10.00 9/16/2016 State Building Code Surcharge Fee $4.50 Total Due: $1,991.18 Total Payment: $0.00 Balance Due: $1,991.18 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon FAIR5ANKS RESIDENCE ° 6431 21OTH STREET NORTHEAST ARLINGTON, WA 98223 Z & 0 LIJ a CzENERAL NOTES GODS ANAL` 515 FRONT ELEVATION °` N }NLu W �y �"Al a(3 I. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT 11. ALL INVERT LOCATIONS AT POINTS OF CONNECTIONS FOR APPLICABLE BUILDING CODE V AND TO ALL TRADES,UNO. NEW WORK SHALL BE VERIFIED PRIOR TO THE START OF 2012 INTERNATIONAL BUILDING CODE(IBC) W W 2. THESE DOCUMENTS CONSIST OF THE DRAWING,AND OTHER THE WORK. 2012 INTERNATIONAL RESIDENTIAL CODE(IRC) > z m DOCUMENTS LISTED IN THE CONTRACT BETWEEN OWNER AND 18. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM --3 r 3 LEVESQUE DESIGN STUDIO.THE INTENT OF THE CONTRACT AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE 2012 INTERNATIONAL FUEL MECHANICAL C CODE(I) LIJ H 9 2012 INTERNATIONAL FUEL GAS CODE<IFGG) J 3 DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE ONLY. 2012 INTERNATIONAL FIRE CODE(IFC) PROPER EXECUTION AND COMPLETION OF THE WORK. IS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING 2012 UNIFORM PLUMBING CODE(UPC) 3. THESE DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL ANY ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOW a SHEET SIZE OF 24"X36". AS NECESSARY TO COMPLETE THE WORK. 2012 INTERNATIONAL PROPERTY MAINTENANCE CODE(IPMC) a a 4. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. 20. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO 2009 ACCESSIBLE t USABLE BUILDINGS AND FACILITIES W a _ NOTED DIMENSION TAKE PRECEDENCE OVER SCALED AVOID DAMAGE TO EXISTING UTILITIES AND SHALL BE UGC/ANSI 1411.1)1 z a a m d DIMENSIONS. WINDOW,CABINETS,AND ALL SHOP BUILT ITEMS RESPONSIBLE FOR REPAIRING ANY CONTRACTOR CAUSED SHALL BE FIELD MEASURED PRIOR TO FABRICATION AND DAMAGE TO THE UTILITIES. REPAIRS SHALL BE DONE AT THE OCCUPANCY CLA"FIGATION W a INSTALLATION.FINAL LOCATIONS OF SWITCHES,FIXTURES, CONTRACTORS EXPENSE. R-3 ® 0 m GRILLES,COVERS,ETC. SHALL BE DETERMINED ON THE JOB. 21. PLACE NO OBSTRUCTIONS,INCLUDING MAINS,PIPING, VERIFY EXACT LOCATIONS WITH ARCHITECT BEFORE CONDUIT,ETC.OF ANY KIND SO AS TO IMPAIR GIVEN CEILING PARCEL NUMBER ROUGH-IN.. HEIGHTS AND CLEARANCES,RUN PIPING,CONDUITS,ETC. IN 00 8 9 3 5 000 011 00 5. BEFORE ORDERING ANY MATERIAL OR STARTING ANY JOIST DEPTH,DO NOT RUN BELOW SKYLIGHTS. WORK WHICH MAY BE AFFECTED BY ADJACENT WORK OF 22. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL PROPERTY SIZE OTHERS,VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. AND/OR CEILING FINISHES,DO NOT RUN EXPOSED CONDUIT, 0.21 ACRES �� NEITHER LEVESQUE DESIGN STUDIO NOR THEIR CONSULTANTS PIPING,ETC. T WALLS CEILINGS. ❑❑❑❑❑❑❑❑ ARE RESPONSIBLE FOR THE ACCURACY OF THESE 23. ALL WORK IS TO BE PLUMB,LEVEL AND TRUE TO LINE AND FLOOR AREA DIMENSIONS. IF EXISTING CONDITIONS DESIGN DIMENSIONS ARE STRAIGHT. EXISTING RESIDENCE 1,512 SQUARE FEET El El❑El El❑❑❑ Ell NOT AS SHOWN,NOTIFY LEVESQUE DESIGN STUDIO 24. ALL JOINTS ARE TO BE TIGHT,STRAIGHT,EVEN AND 2ND STORY ADDITIONS Ill SQUARE FEET IMMEDIATELY. SMOOTH. NEW TOTAL 2,283 SQUARE FEET Lu 6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME 25. ALL MATERIAL IS TO BE NEW,UNLESS NOTED OTHERWISE. ❑❑❑❑❑❑❑❑ FAMILIAR WITH LOCAL CONDITIONS. 26. PROVIDE ALL FASTENERS AND CONNECTIONS NECESSARY =F T. THE CONTRACTOR SHALL PROCURE AND PAY FOR TO ASSEMBLE THE WORK. NECESSARY PERMITS. 21. PROVIDE SOLD BLOCKING/BACKING FOR ALL WALL 8. REVIEW ALL DRAWINGS FOR ADDITIONAL NOTES AND MOUNTED FIXTURES AND EQUIPMENT INCLUDING,BUT NOT SYMBOLS. LIMITED TO SINKS,WALL BRACKETS AND RAILING. 9 PROJECT T E A M q . GRANGES TO THE SCOPE OF WORK DUE TO UNFORESEEN 28. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO CONDITIONS SHALL BE REVIEWED WITH LEVESQUE DESIGN PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND STUDIO TO DETERMINE THE CORRECT COURSE OF ACTION. FINISHES. W 10. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED 29. COMPLY WITH MANUFACTURER'S INSTALLATION I (14 OWNER JARED AND JENNIFER FAIRBANKS (V ISSUES OF ALL APPLICABLE CODES AND LOCAL REQUIREMENTS. 'n 6431 210O- STREET NORTHEAST REGULATIONS. 30. REPAIR,PATCH,OR REPLACE PORTIONS OF WORK THAT ARLINGTN,WA 98223 � O 11. ALL NEW WORK SHALL BE IN COMPLIANCE WITH FEDERAL, ARE DAMAGED,LIFTED,DISCOLORED,OR SHOWING OTHER P: 360.403.8631 STATE AND LOCAL REGULATIONS. IMPERFECTIONS. DESIGNER LEVESQUE DESIGN STUDIO Z 12. ALL DIMENSIONS ARE TO FRAMING,UNO. 31. CONSTRUCTION SHALL NOT AFFECT THE OWNER'S 19111 KNOLL DRIVE n, Q 13. CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR OPERATIONS.LOUD ACTIVITIES AND ANY WORK REQUIRING ARLINGTON,WA 98223 CEILING SYSTEMS AND OTHER SUSPENDED FIXTURES AS INTERRUPTIONS OF UTILITIES SHALL BE WITH THE OWNER. O 360.202.1988 W NEEDED. 32. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE PROJECT MANAGER: KEN LEVESQUE W Z 14. OWNER SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED SAFETY AND SHALL PROVIDE ALL NECESSARY STRUCTURAL HNLEHTINEN ENGINEERING BY THE LOCAL FIRE DEPARTMENT. BARRICADES,SIGNS,REFLECTORS,LIGHTS,ETC. TO 4120 HOYT AVENUE v, O 15. CONTRACTOR SHALL COORDINATE WITH LEVESQUE DESIGN PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND EVERETT,WA 98203 ~ STUDIO AND RECONCILE THE PLANS TO DETERMINE SCOPE TO PROVIDE SAFETY ALERTS DURING CONSTRUCTION. 01 425.252.2313 N OF DEMOLITION WORK. 33. REFER TO THE INCLUDED WASHINGTON STATE ENERGY FOR PROJECT MANAGER:NICK LEHTINEN = Z 16. THE CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE INSULATION REQUIREMENTS. OF ALL EXISTING UTILITIES,ABOVE OR UNDERGROUND. 34. REFER TO STRUCTURAL DOCUMENTS FOR BUILDING FRAME z m D SIZING,SPACING AND FASTENING. �11 (V Q SYM5OL5 PROJECT DESCRIPTION ADDITION TO AN EXISTING SINGLE FAMILY UNIT. GRID LINES WINDOW CALL-OUT A � 4 MATERIAL CALL-OUT EXIT SIGNAGE ® 010101 KEYNOTE ENLARGED FLOOR PLAN VICINITY MAP REC-sI ONAL MAP SHEET INDEX I'X 4'LIGHT FIXTURE INTERIOR ELEVATION A-0.01 TITLE PLAN m A-1.01 FLOOR PLAN � EET 2'X 4'LIGHT FIXTURE 1L e DOOR CALL-OUT 1 A-2.01 REFLECTED CEILING PLAN Y A-2.02 ROOF PLAN/BUILDING SECTION m m PROJECT PROJECT A-3.01 ELEVATIONS 9 w .�!ww LOCATION EXISTING WALL LOCATION :j Q Q NEW WALL m w � w w w_ N W GENERAL NOTES: O • INTERIOR WALLS SHALL EE CONSTRUCTED WITH WOOD STUDS SPACED I6"O.G. 0 • PROvIDE INTERIOR WALLS WITH 5/8'GYPSUM WALL BOARD. D • PRIME,TEXTURE AND PAINT WALLS;COLOR TO BE DETERMINED. • THE CLOSET UNDER THE STAIR SHALL HAVE A I-HR RATING. • STAIRS MAXIMUM RISER SHALL BE T 3/4"AND MINIMUM TREAD DEPTH T U SHALL BE le • HANDRAILS SHALL BE INSTALLED ON AT LEAST ONE SIDE OF THE STAIRWELL. THE HANDRAIL SHALL NOT ENCROACH MORE THAN 4.5" LLJNEL AND SHALL BE A MINIMUM OF 31 1/2"FROM THE EDGE OF THE LANDING/NOSING OF THE TREAD. y m w 41'-14' 4-12 II,_„ 4'-12" w a W (n oo�> \w vZ - > O O O ]5 J Ld 01 E (E) MASTER BEDROOM#3 '� BEDROOM#4 BATH (�) ° a ,. I" ' 'm o r a 4-42I 4-e1 I- -8" 3-2" 4=11' - W 4'_ zaam d =1Y (E)MASTER O (E)FAMILY ROOM � BEDROOM w�9 - =iv 31 Qea 0 O O E O O 4" m BATHROOM#3 � ' CL4ET O (E)DININGLu E BAT # IG (E)KITCHEN 0 O33 v ' DOWN O E ' DOWN za v r v � JIM— Q 5 O O 33Lu nv mry m (V m m � m CV 5�-3" 3=l" 4" 2'-5" 9" 4'-I I" m (E)BEDROOM#2 O (E)FAMILY Lu O ROOM BED ROOM#5 5EDROOM#6 Q (E)LAUNDRY L L Z N OE v, ••�- E 4 41 12 I" 4 4z' 2e,-1e" z J Fi Q CD � (E)GARAGE 41'-1g" J � Y m IQ � Z m Q W � Q � 0 1 z GROUND FLOOR SCALE - '/�'":'2 SECOND FLOOi� SCALE - I/4 :Iz 'LL � DOOR SCHEDULE UIINDOW SCHEDULE o MATERIAL NUMBER STYLE NUMBER TYPE SIZE DOOR FRAME HARDWARE NOTES TYPE OPENING SIZE AREA NOTESLn o E - - - - - EXISTING TO REMAIN E - - - - EXISTING TO REMAIN T."i 0 10 - 6'-0'"X6'-8" WOOD WOOD - - 20 EGRESS CASEMENT 4'-0"X4'-O" 16 S.F. MAX SILL HEIGHT 0 36" A.F.F. 11 - 2'-4"X6'-8" WOOD WOOD - - 21 EGRESS CASEMENT 4'-0"X4'-O" 16 S.F. MAX SILL HEIGHT 0 36" A.F.F. 12 - 2 4"X6"-8 WOOD WOOD - - 22 - FIXED 4'_0"X2'-6" 10 S.F. - O. m w 20 - 2 6"'X6"-8 WOOD WOOD - - 23 - FIXED 2 0"'Xl'-6'" 3 S.F. FROSTED D o 21 - 2 6"'X6"-8 WOOD WOOD - - 24 EGRESS CASEMENT 4'-0"X4'-O" 16 S.F. MAX SILL HEIGHT 0 36" A.F.F. O' w 22 - 2 6"Xfo"-8" WOOD WOOD - - 25 EGRESS CASEMENT 4'-0"X4'-O" 16 S.F. MAX SILL HEIGHT is 36" A.F.F. w u z m� 23 - 2'-6"Xfo"-8" WOOD WOOD - - Z do W onAH3 J Q'Qv� 24 - 4'-0"X6'-8" WOOD WOOD - - 25 - 2'-4"X6'-8" WOOD WOOD - - � u 26 - 2 6"X6"-8 WOOD WOOD - - Iu V T 21 - 2 6"Xfo"-8" WOOD WOOD W o rc zoom d 28 - 2 6'X6"-8' WOOD WOOD - - w#.Ni29 - 2 6"Xfo"-8" WOOD WOOD - - °_m 30 - 2 6"Xfo"-8" WOOD WOOD - - 31 - 2 6"Xfo"-8" WOOD WOOD - - LU U z L � � W 3 � ^ Prescriptive Energy Code Compliance for All Climate Zones in Washington O BEDROOM#3 BEDROOM ff4 LU P,ecr ANtK rion conracr mmrmarES Table Rfoot.1 Footnotes O FAIRBANKS RESIDENCE LEVESOUE DESIGN STUDIO For Sl:lfoot.-304.8mm,ci.-continuous insulation,int.-intermediate framing. 6431 210th Sthee Northeast 19711 Knoll Drive 'R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavity which is O Arlington,WA 98223 1 Arlington,WA 98223 less than the label or design thickness of the insulation,the compressed R-value of the insulation from W This project will use the requirements of the Prescriptive Path below and Incorporate the Appendix Table A101.4 shall not be less than the R-value specified in the table. LIGHTLU the minimum values listed.In addition,based on the size of the structure,the a FIMURE, Z appropriate b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. irP. number of additional credits are checked as chosen by the permit applicant. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. N Authorized Representative_ Data _---_ "'10/15/21.+TB"means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous ID All Climate Zones Insulation on the Interior of the wall,or R-21 cavity Insulation plus a thermal break between the slab and the = 'Z R-Value" U-Factor" basement wall at the interior of the basement wall."10/15/21.+TB"shall be permitted to be met with R-13 I-- J Fao t,ion Il Factor" n/a 0.30 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or W.I.G. W.I.G. Skylight D ForRx n/a 0.50 exterior of the wall."30/13"means R-10 continuous Insulation on the Interior or exterior of the home or R- U U +g'-0" BATHROOM#3 Glazed Fenestrat on SHGC n/a n/a 13 cavity Insulation at the Interior of the basement wall."TB"means thermal break between floor slab and TTP ((V 4 Ceiling 49i 0.026 basement wall 1 0) Wood Frame Wall"" 21 int 0.056 "R-10 continuous Insulation is required under heated slab on grade floors.See R402.2.9.1. CAN LIGHT, Mass wall R value 21/21 0.056 `There are no SHGC requirements in the Marine Zone. ca rF Floor 30° 0.029 ON r ThP 0 0 Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table -f� oelawG de Wall'` 10/15/211nt+TB 0.042 R301.1. O. 0 VI Slab'R Value 8 Depth 10,2 ft n/a O'Table R402A A and Table R402.1.3 Footnotes induced on Page 2. `Reserved. Each dwelling unit in one and two-famlly dwellings and townhouses,as defined in Section 101.2 of the h First value is cavity insulation,second is continuous insulation or insulated siding,so"13.+5"means R-13 DOWN O International Residential Code shall comply with auRiclent options from Table R406.2 so as to achieve the cavity insulation plus R-5 continuous Insulation or insulated siding.If structural sheathing covers 40 percent following minimum number of credits: or less of the exterior,continuous insulation R-value shall be permitted to be reduced by no more than R-3 O ❑1.Small Dwelling Unit:0.5 points in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of t The second R-value applies when more than half the insulation is on the interior of the mass wall. o fenestration area.Additions to existing building that are less than 750 square feet of heated floor area. I For single rafter-orjoist-vaulted ceilings,the Insulation may be reduced to R-38. ❑2.Medium Dwelling Unit:1.5 points k Int.(Intermediate framing)denotes standard framing 16 Inches on center with headers Insulated with a All dwelling units that are not included in#1 or#3,including additions over 750 square feet. minimum of R-10 insulation. SMOKE,CO2 El 3.Large Dwelling Unit:2.5 points t DETECTOR, Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation 7rP Dwelling units exceeding 5000 square feet of conditioned floor area. requirement. ❑4.Dwelling unit other than one and two-famlly dwellings and townhouses:Exempt As defined in Section 101.2 of the International Residential Code Table R402.1.3 Footnote 0 O Table R406 2 Summary 'Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as Option Description Credit(s) specified in Section R402,1.3. BEDROOM ff5 BEDROOM ft6 To JEffirient building Envelope 1a 05 to Efficient building Envelope 1b TO n � Ili, Efficient building Envelope is 2.0 U 2.0 V 2. Air Leakage Control and Efficient Ventilation 2a 0.5 I 21, Air Leakage Control and Efficient Ventilation 21H 1.0 ]- m `9 2c Air Leakage Control and Efficient Ventilation 2c 1.5 Z m 3a High Efficiency HVAC 3. 0.5 Q W 3b High Efficiency HVAC 3b EE� 1 0 °I e m 3c High Efficiency HVAC 3c 2.0 ® 0 :3d High Efficiency HVAC 3d 1.0 4 H gh Efficiency HVAC Distribution System 1.0 Z 5. Eff''ant Water Heatng 0.5 III 51, Eff'ent Water Heating 1.5 W 6 RenewableElectrcEnergy 0.5 '1200kwh 0.0 = SECOND SCALE - 1/4"-12" u Total Credits 2.00 ^' 'Please refer to Table R4062 for complete option descriptions i ` �r�..� W W littp://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf L I OO� lu I rL W eq 0 0 D V o DLU o mNN Nm w p�a(3 d'^ �zOmw V l F- } LU Yz W P(V�v J Q'A a u o� a wig � Oaw9 rc zaam�d LU GUTTER Q p:m 771 C L1 N Z �/ �^ QRIDGE � I— C 4 12 DOWN= -DOWNiLiLLLAiLL EJLLLLL Q � L N� w C vp I z Q Q[ L �i� � O � / N �(. I Z � LLI z 412 = W N DOWN- -DOWN � WINDOW - HEADER (E)ATTIC p 4:12 - 4:12 f r DOWN =DOWN f� � III II III STAIRWELL a0 w (E)KITCHEN/DINING Y Y � m � Q W fK Q p p N Z 0 g (V LL I ROOF FLAN S�A�� - ,�� :,� SECTION S�A�� - ,�� :,� v Q 0 0 D V o o ua o E_ N I LU c n1 � 0 c za TW to N T.O.ROOF MATCH NEW SIDING AND PROVIDE NEW ASPHALTIC ROOFING LU Q W PAINT COLOR TO EXISTING SHINGLES FOR THE ENTIRE,RESIDENCE. 4 TYP. INCLUDE BALANCED EAVE/RIDGE VENTING. ry 0(3 V Q i W In 0�- } LU Y:z MATCH WINDOW LU r(V H STYLE AND TRIM J 0 Q 7 3 WITH EXISTING ® a U O� a W�L Oaw9�rc IST FLOOR Woil.ol EE es° Q#6 00 F.F. ❑❑❑❑❑❑❑ --lml- LL G RADE LU NORTH EAST U z L w z C4 N ol 7- LU LU Z � / N �(. I Z Z � i yi�g�Av P�p�9A 9�9 V�p 9�9 A�ff�gu�%m�� ca Hill N Q MATCH EXISTING OVERHANGS.TYP f VI Q Hill IIII IN Y Y � SOUTH WEST m m Q w Q 0 0 z cal o � ELEVATIONS SCALE - 1/4 :,2 W Q e f� HNI,el-tinerll 13y a n�cL l F,n ineerin j 4120 1-1oN ( :Av Everett 1\ .:\ 9820:3 Page 11U. Of I'ROJI!.C'I' NAyfi': -rA-913tV1 �.Y lv_C PROJECT NUI.-MB ?R J6 f LOCATION 7� CLIF:N'I' uIiSIGN (;RI'1'I:R1A LIVE LOADS FIi 1.0Oh --- S MN Sr:,IStil11c J Root; . Of WASy��, � �1 J SOIL VALUFS 13EARING 2D uo PSr 2462B --- ---------------l -- '®.ice✓" �C�t+t (:AL( -I_,: ONS A l N! 1) BY: ) J111LISDIC,ViC? ! _4U_hII10NA1:S"%i;i.IC'la_IT�A[,G:NCINI:[ Ii.1N(^ �_ --„ it.G(111112P�11iN 'S OR C}L\NG1?S'f01'L.ATIS - --- - - !:n(�INL612,'S.51iAi: ARF.AS SHOWN SII l'. 1S FOR I-.A-1 RI M., NU'1 h:S.SCl II!,DU1,E.S AND UC:']'AlT ti l'f.l(S}l"1'. 1,0 A-DS HNLehtinen By Date Engineering 4120d-loyt Ave. Page No. of Everett, WA 98203 (425)252-2373 SC15MIG. �j 015TRLBU� rJ ASCE 7-10 per Equivalent Lateral Force 12.8-1 in ASCE 7-10 and equation 12.8-2 in ASCE 7-10: V _ C,W Where': S ns W = effective seismic weight CS — 01i)CS setsmic resp onse coefficient I = occupancy importance factor = 1 per ASCE 7-10 Section 11.5.1 and Table 1.5-2 R = response modification factor SnS = design spectral response acceleration parameter in the short period range Now, per ASCE 7-10 Table 12.14-1 and equations 12.8-11 and 12.8-12 in ASCE 7-10: R = 2 for ordinary reinforced masonry shear wall foundation R = 6.54 for framed walls with plywood F, = C,,V wxhk Sas V - CS W CVx - k Cs ' (R/1 - y — - - lwjhi 0((-1;M 17 ; S = 122 , 16 F- , z (3sTow4 � Ms = FqSs = xl2-2: 16 - Mi - F\/ S I - 1, 5x � 7, �'7 _ 01-715 SDI = 3 S M 1 - 4 xo, 7c5 - of17 �DS = 3 �MS = X 3 C = 5 Ds I(-�: 1 = o f l`/A'I� J { G MNLehtinen sy _ Dale Engineering Page No. of 4120 Hoyt Ave. Everett, WA 98203 (425) 252-2373 �) EIS" lC LORD IDISTfRBUTION WfIeMT i OF - fE Cof- , Nflw �00F_ V 15 F',�F x D x 3(s t z �P2T S V-�3) = I� �X IST� E F-I' FGT r OF t f CRJZ., `/�7 ETc) QE t o12- I� , I fo je3 i� �ICG X7 O 00 M Cal KO\TT 01\) D+ C016V) t 0)-7 + �TS 0 6 W)t01-75 s I 6 b 01 c HNLehtinen En ineering 4120 Hoyt Ave. Everett, WA 98203 (425) 252-2373 LATERAL BRACING DESIGN WIND: 110 MPH - - FpF EXP. V(mph) [� 110 N �V h(R).UB 0.5 1 1 2 ND � 50' 23.1 23.1 20.2 19.3 19.3 16.3 I 1 jr_ U PFIE�p 401 21.5 21.5 18.6 1� 18.8 18.7 15.8 tR 301 19.6 19.6 16.9 - - �- 18.1 18.1 15.4 20' 17.5 17.5 15.1 17.2 17.2 14.8 � I ( 151 16.7 16.7 14.5 HA I 1 V 16.7 16.7 14.5 \ -- -- - Table 27.6-1 ASCE 7-10 Part 2: Wind Loads-Walls From ASCE7-10 Eq. 27 3-1 velocity pressure qZ Exposure B qz= 0.00256Kz Kzt,Kd V ktz- topographic factor, Kd- directionality factor Kzt=1.0 kd=0.85 x- X aIRECTiof\JFRF R�F x 6-rf'3) �7, SP,51-: Y - � G `7 f 6S F 17,5 X it L-9) FF-t-P 1715 F�F z W' I /VD GovER�4s ' oN6 Q-) � . HNLehtinen Iffy— Date_ Enzi.neerin 44120 Hoyt Ave. Page X.p. of _ Everett, WA 98203 (425) 252-2373 69 VA --- - - - CC=-77 VI is MOM -MAW VL NA 15Vi HNLehti.nen By Date r Engineering 4120 Hoyt Ave. Page No.� __ of _ Everett,WA 98203 (4425) 252-2373 =s '� tl --- HNLehtinen By 5-- Date----/ t Engineering 4120 Hoyt Ave. Page No. �� of Everett, WA 98203 - (425) 252-2373 >f� --®Y � V �N V 9 15 60 63?7) l �i .. K( ` - LLI lu10 tu v Cn W(Y cj 2� o to � m Q SECOND FLOOR RCP 76 13 14A Lentmen By-.-' Date - - Engineeringqq q 4120-Eioyt Ave. Page N;o. J of �/ Everett, WA 98203 (425) 252-2373Vol spm IS125 ) Z /I-p 4-o --- LLL t b j S5 S��/ STRUCTURAL NOTES D. Excavating and fi11 Construction to meet International Building Code 2012/ IBC 2012 6. Spike all laminated members together with 10d nails a@12" o.c. I. Excavation and fill shall generally conform to IBC 2012 staggered. Splice laminations at supports only. A. Live Loads Chapter 18A and Appendix J IBC 2012. 7. Laminate two full-height studs to cripples under headers and bl( Roof/ Snow Load _ 25psf 2, Foundation;wall, and slab areas shall have all existing unsuitable solid to bearing. Wii d =- ffOMPH. Exp. "B" fill materials removed and disposed of off-site, and be excavated 8. Provide out washers for all bolts bearing on wood. Seismic -- Category D down to suitable undisturbed native soils. 9. All nails should be common wire nails. Excavated material may be used for fill if approved by Engineer-or 10.Glue-laminated timbers, Douglas Fir, AITC- grading: combinati B. Soil and Foundation Data Geotech. 24F-V4 for simple spans; 24F-V8 for cantilevered spans. Dry 1. Design bearing strength 2000 psf. Coefficient of friction 0.25. condition of use. Passive resistance 300 pcf. Carry all footings down to undisturbed E. Woad Roaf'I'russes___ Architectural Appearance grade where exposed to view, soil, minimum depth =1'-6" unless noted. - Fabricating plant AITC inspected. Wrap individual members, 2. Carry all footings down to undisturbed soil, minimum depth =1'-6" �..1) factory fabr sated trusses. Design and fabrication shall Submit shop drawings for review prior fabrication. 2-1/2 in, void unless noted or compacted fill 95% per ASTM D-1557, conform with the requirements of the International Building Code purlins shall be industrial grade. (FB=2400 psi; Fv=165psi; and Design Specifications for Light Metal Plate Connected Wood E=1.8x10 6 psi; C =-650psi). C. Concrete Trusses published by the Truss Plate Institute. II.Plywood: Roof sheathing to be 15/32" C-D INT-A.PA plywood w 1. Detail, fabricate, and place re-steel as shown in ACI " Manual of Engineering design and shop drawings bearing the stamp of a exterior glue, P.I. 24/0 ( Ise 5-ply for panelized roofs), Nailing Standard Practice" ACI 315, professional engineer registered in the State of Washington and 8d@ 6"o . c. at panel edges, 8d@10"o , c. at intermediste-suppoi 2. Concrete of following 28 day test strength. showing all details of construction required for a complete Oriented stand board of equal strength may be substituted for installation shall be submitted to the Architect for review. plywood. a. f'-3000 psi, 5-1/2 sack cement per cubic yard, ( no testing p yw required) 12. Pre-fabricated members to be designed by Washington State b: Precast walls P=3000 psi. Headers 2-2x8 typ, interior bearing walls for DF#z <3'-0" licensed structural engineer and in accordance with requiremen c. Maximum slump 4" 3w2x10 or 2-2x123 exterior walls DF#2<6'-0" shown. Submit complete shop drawings with engineer's seal for ( unless otherwise noted on plan), review prior to fabrication. I` d. Reinforcing � 4Q,Q00 psi. - - . 3. Cover (Clear Dimensions). I, 'Timber Framing a. Exterior faces of walls 1-1/2". b. Vertical faces exposed to earth 2". - II Structural Steel c. Bottom of elevated slabs 1" clear, 1. All lumber to be graded. per Book No. 16 of the West Coast Lumber 4, 'Lap all field splices 30 diameters. Bend wall and footing bars 18" Inspection Bureau.: $FIDE No.2 for joists, rafters and light 1. All steel except tubing: ASTM A-36. around framing, plates, bracing and 4" wide beams. DF#t For post and Pipe: ASTM A-53, type E or S, grade 40. Tubular section: AS'] j -__.... other`beam. HF/`D stud for 2x4 studs. . all corners, or use corner bars. A500, Grade B. All bolts. ASTM A--307/ASTM A-325, type X. 2. Comply with a latest edition of the NFPA "National Design 2. All fabrication erection and detailing in accordance with the l• i 5. Dowel all exterior projections to structure with #4 bars at 12" � , g , hooked into wall. Specification"' as modified by the IBC for all structura-i timber edition of"Manual of Steel Construction" of the American requirements.6, Place no backftll against foundation wails until Institute of Steel Construction. floors are in place, . 3, All 2 inch lumber be kiln dried. 3, All welding b WABO certified welders in accordant 7. Incorporate to calcium chloride admixtures where aluminum alloy g y e with materials are embedded. , 4. Joists and rafters-to have 2" thick solid blocking at supports. Welding Handbook" by the American. Welding Society. 8. All wood farms used for concrete in the ground or between 5• Joists to be anchored to masonry walls with 10ga. X 1-1/2" x 10" 4-•` All welds to be 3/16" minimum continuous fillet welds using A, foundation sills and the ground shall be removed, steel anchors (with 2" hooks) rx 4'-0" O.C. max: Nail to joists or A5, E70XXX electrodes. blocking with 8- 10d nails. _ 5, Field burning of holes is not allowed without inspection by engineer. 6. Provide washers on bolted connections, Af31�iGA1 p PI�Yi^KJO 1^_ .Jpj1 75 5�A1! D SiG.N G.3Y T MAKFACR'RFR FOR T'H[- 5PAN5 AND C.ONDIT'GNS 5HO4 ON THE t ORMIN65 AND 5H&L BE F'JKN15HEO A�0 1N5TALLED !N GONFORMAwE KTI Try MANWAGTURER15 M5TRXTION5. THESE I�20DUGT6 HALL BE MAWFAG'sUREU TO THE 5TMbARD5 5E T FORTH iN THE iGG REPORT NO. E5R-!i53. PR �$RIGAT TJ: f'Eh WDQQ ,�QI T SHALL BE OE516NEq'BY THE MARFA671uR.ER FOR THE" 5PAN5 AND GONUITIOFbr `aiOVN ON 'ME !AMJNCf5 - -- - 0 5 BE FURN6&V AND 1N5TALLFG W- iN XOR.MANGE 0 11 1 TH A H l E MAIrUf=.A.'.?URFR'S INS TloNS. THC5F PR0%(J5 SHALL �'AWJFAGT�RrD FT � J TI1�3.EN NG-INEE ING TO 1 ,- �TANGAiD 5CT r-OR-TH tN T}� IGG !2FPORT NU. L"5R-iT?4. - --- - -- �arRov�d By: d T20 litJ;Vt Ave. --_ SCALE: PRAWN BY Everett, WA 98203 CRATE: ��� � 252--2373 REVi5ED F/t��-1 5 t D E- C-rr-_- (51RUCTU R t� OTE-5 ' CiF7AWtNG•NUM6�R r, ,o- ROOF SHEATNING t. . f 8d.,v W oc U.ON. FLOOR JOISTS 1 - ► VENT BLOCKS \ ROOF 5"EATI-IING f Sd m h'oc U.ON. 7A� FTH' pRAG sr>7ur ; $IMPSON H-I AS A M151- 9 24. OC �SIMPSOM LSTA24 r EDGE NAILINGs'PER \ GABLE _.-_- OR tnuAL. A35 PER LOWEt4 LEVEL SHEARWALL SGHEDULE �� END TRUas SHEAR WALL s SHEARIIALL TA%-E IF SNEARWALL PER PLAN SHEATHING NOT : XF,7 LAPPED ON RIMJOIST 16d PLATE NAILING PER OR COMP1t ON PLATE,' UPPER LEVEL 5NEAR ALL A a n ` T•�BLE IF S,;E.ATN�': '. ,r. FRrniWN DE�';�i0�, - \. �Ibd TN e { , LAPPED ON RIM'JOIST OR --. 3/4.. r ,'_o. COMMON PLATE - EDGE N _. t3L K'r7 1 r {Zook ORS ' RIM JOIST'OR BLK'G P@R su -LSrA 18 - FLOOR JOISTS • 9 SCNcDI • `vR 'TRUSS I Sd TN 9-W oG SNEAR • PER F'1 5HEARWALL PER PLAN A3� PER LOWEkLEVEL P PLAN GABLE END i. PLAN SN ARli1ALL tA�LE 16d PLATE NAILING SHEkWALL(SHEATHING NOT 9NOWN) SHEATNiNCs NOT F i PER SNEARWAL,L TABLE _ NA BLOCK5, LS1R 2�} LAPPED ON RIM JOIST IF 51-1EATNING NOT AS FOR SHE,, OR COMMON PLATE LAPPED ON RIM JOIST EDGE NAILING BLOCK11.16 ( 1 ��••-�•—HEADER•-----''� IMPSOM STA24 OR COMMON PLATE EquA i 1 RIM JOIST OR BLK'G - TIE STRAP: SHEAR WALL r - SIMPSON.LSTA24 Jo ST,L TD \V/A LL. \A ttPICAL W/ IOd x.i_i/2" BLOCK 2 J'oIST - WINDOW �''S (��) SPACE. OPENING " �� KING STUDS I;�R A /n� Sd TN a A T W ANCHOR BOLTS �` 3/4.. 1 -o- PER PLAN 4z2 FLAT BLOCK j 7 a (TYPICAL) SHEAR TR .FER DETAIL h M L^OPENING REINFORCEMENT AT SHEA- R__WAL�,_ INTERIOR SHEARWALL Ibb 0 PER SH. WALL SCHEDULE - - SHEARWALL 5H. WALL BASE PLATE WL. — -- SHE _R WALL AND DIAPHGRAM SCHEDULE I PER 5CREED. 5EE 5HEARWALL SCHEDULE M' TYP, FLOOR DIAPH. 1 ' SLY MARK ALLOW MATERIAL EDGE NAILING ANCHOR PLATE REMARK I r " OAD BLK'G EDGE FIELD BOLTS MAILING _ O.C.0C r�10d � 4 I Ibb N t FLR. Roof 180 if /z" CDX No 8d a 6" 8d a 12" Min. std. 12" O.C. ;i JOIST \ \/ Floor 21`� If 3/4" CDX No :IOD oil lOd a)10' Min. std. 5H. WALL TOP PLATE /� BLOCKING 0 O.C. _ NAILING SEE 5CHED, \� FiCOR .i0!57 5W1 260 If )/z" CDX Yes. 8d a 6" 8d a 12' )/z"a)48" 1.6d a 16' Min. std I. E 2ND FLR SW2 6 /ZI! �,' C�/2 UP42- �� A35 a 24 2. Si!^�SO�d A 35 GFF5E1 5W. —A ' PER 5H. WALL 5CHED. 514, HALL PER - —g 5CHEDULE 1 rv � � Anchor Bolts for foundation only FLOOR INTERIOR SI-IEARW LL D .w.v -----• •— • 3" sq. washers, galvanized. -------- .82 koef. for,HF# members SCALE: 3/q ------�------_._.-._--------------------- -.--------- --- ,.>.. a • 3x members for shear walls > 390 #/ft. t 11 �Il LON r MINEN. mi G x .21E T 4120 Ave; Now naaROVED BY: •vs l WA 98203 0 E-To.—e I� . .... DRAWN �Y 1� r .7 i ,. REVISED Rs- �N-Ks C " b .. CITY OF ARLINGTON ' 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 6431 210th Street NE Permit#• 1053 Parcel#:00893500001100 Valuation:81000.00 OWNER APPLICANT CONTRACTOR Name:FAIRBANKS,JARED P AND JENNIFER Name:Levesque Design Studio Name:Pura Construction LLC M Address:6431 210TH ST NE Address:]9711 Knoll Drive Address:7316 51 st Avenue NE City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City, State Zip:Marysville,WA Phone: Phone:360-202-1988 Phone:425-280-7132 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Addition CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: I OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRCI10. SALES TAX NOTICE:Sale tax relating to construction and construction materials in the City of rlington must be reported on your sales tax return for an odcdp of rli gton#3101, l / - T Signature Print Name Daw' V I T— R By ;Uc CONDITIONS e, uL Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 9/16/2016 Building Permit Fee $1,197.99 9/16/2016 Building Plan Review Fee $778.69 9/16/2016 Photocopies $10.00 9/16/2016 State Building Code Surcharge Fee $4.50 Total Due: $1,991.18 Total Payment: $0.00 Balance Due: $1,991.18 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon f t� Permit Information Date 6/16/2016 Permit Number 1053 Project Name Fairbanks Applicant Name Levesque Design Studio Applicant Address 19711 Knoll Drive City,State,Zip Arlington,WA 98223 Contact Ken Levesque Phone 360-202-1988 Email ken.l@levesquedesignstudio.com Permit Type Residential Addition Site Address 6431 210th Street NE Valuation 81000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use 771 sf second story addition to SFR Assigned To Kristin Foster Property Information Owner Information Parcel#:00893500001100 FAIRBANKS,JARED P AND JENNIFER M FAIRBANKS,JARED P AND JENNIFER M 6431 210TH ST NE 6431 210th ST NE ARLINGTON,WA 98223 Review Date Type Description I Target Date Completed Date I Assigned To I Status ,/16/2016 lResidential Addition /23/2016 lKevin Olander lin Review Fees Fee Description Notes Amount Photoco ie 341.81.00.0 10 a$2 24"x 361 $10.0 Total $10.0 Notes Date Note 6/16/2016 Contractor TBD.KF Uploaded Files Upload File Date File 6/16/2016 2:01:57 PM 1053 A lica_tior df 6/16/2016 2:01:57 PM 1053 Structural Notes.pdf 6/16/20162:01:56 f M 1053 Structural Calc3.PDF - RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 - Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS AND TWO(2) SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION CAN BE SUBMITTED PRIOR. Project Address:6431 210th Street Northeast Plat: 6 Single-family ❑Duplex ❑ Townhouse ❑ Addition LJI Accessory structure Proposed Area: 181 Floor 2nd Floor 771 _ Garage Total SF Describe Proposal (include cross street): 2nd story addition to an existing residence. Mechanical and Plumbing permits to be deferred, to be submitted by contractor. Valuation:$81,000 Owner:Jared and Jennifer Fairbanks Address:6431 210th Street Northeast City:Arlington State:WA Zip Code:98223 Phone: 425.750.8729 Email: Applicant: Levesque Design Studio Address:19711 Knoll Drive City:Arlington State:WA Zip Code:98223 Phone: 360.202.1988 Email:ken.l@levesquedesignstudio.com Contractor:TBD Address:- City:- State:- Zip Code:- Phone: - Email:- License Number: - Expiration: Received JU`N\14 2 m y� Rev 2013 P✓I o 10�6 RESIDENTIAL PERMIT APPLICATION _ . Department of Community& Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x ❑ Sink (1.5) x ❑ Shower(2.0) x ❑ Lavatory (1.0) x ❑ Clothes Washer (4.0) x ❑ Water Closet(2.5) x ❑ Dishwasher (1.5) x ❑ Water Heater x ❑ Hose Bibb (2.5) x ❑ Other (list) Plumbing Section Continued Proposed Water Piping Size: Proposed Piping Material: Proposed DWV Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) [j Fireplace Insert ❑ Outdoor BBQ QI Heat Pump ❑ Freestanding Stove ❑ Hydronic Piping f� Type II Hood ❑ Commercial Cooking Appliance ❑ PV System Ul Boiler ❑ Gas Piping ❑ Storage Tank 1I AC Unit ❑ Solid-Fuel Appliance UJ Other Rev 2013 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Distance From Meter to Furthest Appliance: Total BTU's of all Appliances • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper Combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances C��RdIk R/fN6 ot„�ar.JgKle Applicant Signature: Date: 06/14/2016 Print Applicants Name: Kenneth Thayne Levesque Rev 2013 Christopher Young From: Kenneth Levesque <ken.l@levesquedesignstudio.com> Sent: Wednesday,June 22, 2016 12:02 PM To: Christopher Young Subject: Re: Fairbanks Addition Attachments: Fairbanks delta l.pdf; Scan1.PDF Chris, Here are revised drawings for your review. Your comments are shown with my narrative show in parentheses. 1. Stair and handrail profile. (See additional notes and detail added to A-2.02) 2. Interior bearing wall foundation. (See addition detail provided by structural engineer) / 3. Roof vent detail (ridge vs.jacks) location. (See additional notes and detail added to A-2.02) V 4. Attic access location. (Shown attic access in upstairs hallway W.I.C.) 5. Interior bearing wall load path. (See addition detail provided by structural engineer) 2 Thank you, , Ken Levesque,MArch Building Designer 360.202.1988 www.levesquedesignstudio.com On Mon, Jun 20, 2016 at 3:41 PM, Christopher Young<cyoung @arlingtonwa.gov>wrote: Ken—attached is the plan review comment form. The biggie is I have no detail on the load path for the new interior bearing wall, i.e. what is in the crawl that is going to support the additional second floor load, etc. Let me know if you have any questions—thanks! Christopher Young, Director Community& Economic Development i 360-403-3432 cyoungAarlingtonwa.goy The Arlington/Darrington community has been selected as a finalist in the nationwide America's Best Communities competition. FINALYST Read more here,and like our ABC Faccbook pain 2 IWORQ Systems Inc. Page 1 of 2 238 N Olympic Ave Arlmgton,WA98223 REVIEW COMMENT FORM (360)403-3500 Project Name:Fairbanks Permit No:1053 Review Date:6/20/16, Contact:Ken Levesque, Phone No:360-202-1988 Review Phase:1st Round, Report Date:6/20/16, Reviewing Dept:CED, Applicant:LDS, DWG Issue Date:6/14116, # Rev Dwg or Ref. Add'I Ref f Comment Response/Resolution City Check off 1 CJY IRC 'Stair and handrail profile 2 CJY IRC Interior bearing wall foundation detail 3 CJY IRC IRoof Vent detail(ridge vs.jacks)location 4 CJY IRC Attic access location 5 CJY IRC Interior bearing wall load path 6 O� 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 238 N Olympic Ave Arlington,WA98223 REVIEW COMMENT FORM f (360)403-3500 Project Name:Fairbanks Permit No:1053 Review Date:6/20/16, Contact:Ken Levesque, Phone No:360-202-1988 Review Phase:1st Round, Report Date:6/20/16, Reviewing Dept:CED, Applicant:LDS, DWG Issue Date:6114/16, # Rev Dwg Ref Spec Add'I Ref Comment Response/Resolution City Check off 26 27 28 29 30 31 32 33 34 35 36 37 38 39 http://www.iworq.net/iworq/permit/popupPermitEditLetterPrint.asp?sid=CRQGAQORKE... 6/20/2016 IWORQ Systems Inc. Page 2 of 2 http://www.iworq.net/iworq/permit/popupPermitEditLetterPrint.asp?sid=CRQGAQORKE... 6/20/2016 WEB STIFFENER REQUIREMENTS Web stiffeners are pairs of small blocks, cut from panels or 2x4's,that are nailed to the joist web to stiffen a deep web, increase reaction capacity or accommodate a special connector. Web stiffeners are not required when joists are sized by means of the tables included in this guide,with the following exceptions: 1. Web stiffeners are required at the ends of joists set in hangers that are not deep enough to laterally support the top flanges of the joists. Refer to the hanger manufacturer's installation instructions. 2. Web stiffeners are required to accommodate special connector nailing requirements. Refer to the connector manufacturer's installation instructions. 3. Web stiffeners are required at birdsmouth cuts at the low end supports of sloped joists. 4. Web stiffeners are required at all supports on 22 and 24 inch joists. When joists are sized by means of sizing software, or otherwise engineered for an application,web stiffeners are required as follows: 1. Web stiffeners are required for high reactions at supports. Refer to the CCMC evaluation report. 2. Web stiffeners are required under concentrated loads applied to the tops of joists between supports, or along cantilevers beyond the support,when the unfactored concentrated load exceeds 1500 pounds. I-JOIST WEB STIFFENER REQUIREMENTS NUMBER OF WEB STIFFENER NAILS REQUIRED Unfactored Concentrated Load Joist Depth 24"&22" 20"&18" 16"&Less > 1500lbs. Intermediate Support 10 8 4 Snug to top All Other Conditions 8 6 4 - a 0 0 0 WEB STIFFENER SIZE REQUIRED I' 0 0 Minimum Dimensions Birdsmouth Flange Web Stiffeners cut at low Width Nails support •• Thickness Width 1'/2" 13/zz' 2'/+a" 2%z"x 10 qo, 1a/a" 1B/az" 2°/ie" 21/z"x 10 ga. O 2'/e' Tahz' 2°/+e" 21h'x 10 go. 0 Snug to � 14-- 2%e" 2'/"x 10 go. bottom - o 0 2' " '/e' 2°/ia" 2%z"z 10 go. /z 3'h" 11/2" 1 3Yz" 31h"x 10 ga. (-�-- i-- Web stiffener length is approximately I/e"less than the clear distance High reaction at support between flanges. 50 I � �* a PWI JOIST FLOOR R SPANS ALLOWABLE RESIDENTIAL FLOOR SPANS—40 PSF LIVE LOAD AND 25 PSF DEAD LOAD DIRECTLY ATTACHED 1/2"GYPSUM CEILING Joist Seriss Joist Depth Simple Span _ Multiple Span fraple or Mulliple So ons 12"o.c. 16"o.c. 19,2"o.c. 24"a.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o.c 12"o.c. 16"o.c. 19.2"o.c. !m. /z"9' 15'-4- 14'-6- 14'-0- IT-0- 16-71 15'-8" 14'-11' 13'-4" 15-4' 14'-6- 14'-0' IT-0- PWI 20 11Ue" 17'-3" 16'4- 15-10" 15'-3 18'-10" 17-8" 16-11' 13'-6' 17'-3' 16'-4" 15'-10' 13'-6' 14" 19'-0" 17'-9- 17-3' 16-8" 21'-0" 19'-T' 16-11' 13'-6' 19'-0° 17-9" 16'-ll' 13'-6' • PWI30 91/2" 15'•7' 14'-9' 14'-3' 13'•5' 16'-10" 15-11' 1Y-5' 12'-11" IS'•7" 1W-V 14'-3" 12'-11" 11%" 17'-6' 16-71 16'•1' 16'-2' 19'-3" 17-11' 16'-3' 12'-11" 1T•6" 16'•T 16'.1' 12'-11" 9'/" 16'-0' 15'-1' l r.7* 13'-11" 17'.3" 16'4' 15'-6' 13-10' 16'-0" 15-1' 14'-7' 13'-10" PWI40 11'/a" 18'-0' 17'.0" 16'-5" 15'-11' 19'-10' 16.6' 17'-9' 15-10" 18'-0' 17'-0' 16'-5" 15'-10' 14' 20'-0' 18'-T 17'-10" 17'-5' 22'-1" 20'-6" 19'-6' 17-0' 20'-0' 18'-7' 17-10' 1T-0" 16' 21'.9' 20'-3' 19'-5' 18'-10" 24'-l' 27-5' 21'-0' 17'-0' 21'-9' 20'-3' 19'-5' IT-0' 9'/z" 15-11" 1&.0' 14'-71 14'•1' 17.2' 16'•3" 15'"9" 13'-10" 15'-11" 15'•0' 14'•7' 13'-10" PWI50 17-•11• 16'-11" 16=4" 16'•6' 191•9" 16-W I7*•5' 1T-10" 17'-11" 16-11" 16'-4' 13'-10" 14" 20'•0' 18'-7" 1T-10" 171•4' 22'•1" 20-W 1713 13'-10" 2C•0' 18'-T 17= 13-10" 16" 2l'-10" 20-4" 19'•6' 17'41' 24'-1' 20'-11" 17%5' IT-10" 21'-10" 29-C 17'.S IT-10" 9-/z" 16'-5- 15'-6- 15'-0' 151-1' 17-9' 10.9' 16'-3" 14'-8' 16'-5- 15-6- 15'-0- 14'-8' PWI60 MA, 18'-8' 17'-5- 16-10" 17-0' 20'-7' 19'-2" 18'-4" 1T-0' 18'-8" 17'-5' 16'-10' 17'-0' 14" 20'-9" 19'-3' 18'-6" 18'-7' 22'-11' 21'-4" 20'-5" 17'-0" 20'-9' 19'-3' 18'-6' 17-0" 16" 22'-8' 21'-0• I 20'-2' 20'-3° 25'-0' 2Y-3' 21'-4' ' 17'-0" 22'-8" 21'-0' 20'-2' I71•0' 117/," 191•1' 17"-9" 17'•2" 17'-3' 21'•0" 19'-6' 18'•9- 16-11- 19'•1' 171"9' I7"•2' 15-11' 14" 21'•2' 18'-10" 18'-11' 23'•5' 21'•9' 19'-11" 15-11" 21'-2• 191•8' 18'-10" M-11" PWI 70 16" 23'-l" 21'.5- 20'-6' 19'-11" 25'•6' 27•8' 19'-11" 15-11" 23'-1" 21'.S' IV4ll- 15'-11" 18" 2A'•10" 22'•1' 19'-11" 27'•6" 24'•0" 19'-11' 15'-11" 24'-10" 23'-1• 19'-11' 15-11" 20' 26'-7* 1 24%V 23'.W 19'-11" 29'-5" 24'.0" 19'-11' 15'-11" 2&.7' 24'-0• 19'-11' 15-11" 9'/" 16'-10' 15-10° 15-4- 15'-5- 18'-3" 17'-2" 16'-7' 16'-8' 16-10" 15-10' 15'-4' IV-P 111/e" 19'-11 17-9' 17.2- 17-3- 21'-1' 19'-7" 18'-9' 18'-5" 19'-11 17'.9' 17'2' 17'-3' 14' 21'-3' 191•9' 18'-11' 19'-0" 23'-6' 21'-10" 29-11' 18'-5' 21'-3' 19'-9' 18'-11' 18'-5' PWI 77 16" 23'-2' 21'-6" 20'-7' 20'-9' 25'-7' 23-9" 22'-9' 18'-5' 23'-2' 21'-6' 20'7' 18'-5" 18" 26-0" 23'-2' 22'-3' 22'-0' 27'-7- 25'-8. 23'-l' 18'.5- 25-0' 23'-2' 22'3" 18'5' 20" 26'-9' 24'-10' 23'-9' 22'-0' 29'.6- 27'-5- 23'-1' 18'-5' 26'-9' 24'-10" 23'-1' 18'-5" • 22' 28'-5' 26'-4' 25'-3' 25-5' 31'-4" 29'•T 27'-11' 28'-1' 28'-5- 26'-4" 25'-3' 25'S' 24" 30'-0' 27'-10' 26'-8" 26'-10" 33'-6" 30'-9" 29'-6" 28'•3' 30'-0' 2T-10" 26-8" 26'-10' 91/z" 18'-W 16--11" 16'•4- 16'-5' 19'-11" 18'•5" 1T-8' 17'•9" 18'•0' 16'-11" 16'4' 16'•S' 11 20'-10" 191•3" 18'-S' 1V-6• 23'-W 21'.4' 20'•4" 20'•S• 20'-10" 19'-3' 18'•5" IV-6' 14" 23'•2" 21'•5" 20'•6• 20-V 25'•2' 2Y-8" 27.8" 27.9' 27-2' 21'•5' W-W 20'-6• PWI90 16 25'•3" 23'-4' 22'•3- 22'4' 27'-11" 25'-10" 24'•8' 22'-11" 2S•3' 234' 22'•3' 22'-r 18" 27•2- 25.2' 24'•0' 24'-0" 30'-1' 27'-10" 26'•71 22'-11" 27-2' 25'•2" 24'-0' 22'11" 20" 29'•1' 26'-10" 25.8' 24'•0' 32'•2" 29'.9' 28'-S' 27-11" 29'-1' 26'-10" 25'•8" 22'-11" 22" 30'-10" 28'-6" 27'-3' 27'•4' 34'-10" 31'•T 30'•2• 30'•3' 30'-10" 28'•6' 27'•3' 27'•{• 24" 32.9' 30'-1" W-9' W-10" 37'•S" 33'•10" 31'-10" 31'-T 32'-9' 30'•1" 28'-9' 2B'-10" See notes on page 6 r 7 HNI,el-ifiner, Y.Ii7 I tv -4120 ffovt Ave. Everett, %NA 98*2(),.l Page 01, (425) 252-2373 PROJFCT NNAME CF PROJECT Nu��N-IBEIA WCATION CLIENT DESIGN CR VI'I,,RlA CODE LIVE LO A D s S'N' -T S E I SNM I C DI"AD L,O,'Ll),..) R 0 ,, HTLC �i'NA 4 11'1,0()R SOLI.. VAL,[JP',S 13 FA R IN G 2D ao P51= A- 24E 1A I f"R A 1, CA IC I wile DATI -FRUCTURAO, ONLY JIJItISDI Olt 'j. C',I"STO PLANS A-1-, ART AS SHOWN, R LA-FF.,l • Received NCYIES SCHP A DS 0 tF, D t I-E S A N 1) D);- Y, (j N 1.Es s NC;'-, JUN 14 2016 HNLehtinen By Date Engineering 41204ioyt Ave. Page No. of Everett, WA 98203 (425)252-2373 <<. S C 15 M 10 L�. �; Dl 5T R l IUU��. � ASCE 7-10 per,Equivalent Latetal Force 12.8-1 in ASCE 7-10 and equation 12.8-2 in ASCE 7-10: V _ C,W i�fhcrei: ^ '5ns W = effective seismic weight C S (�Yl= seismic response coefficient . J I = occupancy importance (actor = 1 per ASCE 7-10 Section 11.5.1 and Table 1.5-2 R = response modification Factor SDS = design spectral response acceleration parameter in the short period range Now, per ASCE 7-10 Table 12.14-1 and equations 12.8-11 and 12.8-12 in ASCE 7-10: R = 2 For ordinary reinforced masonry shear wall foundation R = 6.54 for framed walls with plywood 4F l - = /��V k Sras V = CW C __ wxhx C, — A ,w;hk 0/1) F - 8 O ' F - 19 I J � 2 ► I6 � � 7t17 w 5M5 - Fq5 = 12-2: 16 113� -- - 5M� _ F\/ S I - 1, 5 x �7, �7 _ 01-715 Sri = 3 S M I - z x7 0, 5 Of17 �>>S = 3 ��1S = 3 x I , � a��� ��s /(� � = 0 I NNLehtinen >i _ Dale .engineering Page No. ofj 4120 Hoyt Ave. Everett, WA 98203 (425) 252-2373 ,,?E I St-,I l C L07Np DI STIRBUT ION� 8c-1 ZC) z 74N5&E 7 -� la 630 V 0, \X/.E I etl T ; �noF PVT; = J 5 p x 2,ox 36 t z �P x S(2-- ELRf36 = ', = I o Psi X 1 sT C0 " Bli•�E.---EI-I'EGT' OF f-fCRIZ, ` FR7 T-H Cs;U I f-<a - t ? �s -- I I� 1 f o ,a3 / > ` SK t o 1-7 �5rL T 0,75 D + 1016W .1 0,-7 D + 1�5 L -�- o,-� (" ; 6 w)tO, l , J 6 b + a/1 l Y (' HNLehtinen En 'neering 4120 Hoyt Ave. Everett, WA 98203 (425) 252-2373 -- LATERAL QMQ NG DESIGN ! WIND: 110 MPH EXP. „g„ Vlmahl 110 h(R,lJs 0.5 1 1 2 3o 3.1 23.1 20. 19.3 19.3 16.3 4 U Pt c� �f 40 21.5 21.5 18.6 ' V1� 18.8 18.7 15.8 + - 301 19.6 19.6 16.9 1 .1 1 .1 15.4 30 17.5 17.5 15.1 17.2 17.2 14.8 15 1 16.7 14.5 16.761, 16.7 14.5 - ^- Table 27.6-1 S�15 M C; ASCE 7-10 Part 2: Wind Loads-Walls From ASCE7-10 Ea. 27 3-1 velocity3-1 velocityeSsure Exposure B Cjz- 0.00256Kz Kzt Kd V ktz- topographic factor, Kd- directionality factor Kzt-1.0 kd=0.85 I REC.T I Owl Y�F 171 (6 �7, F r P5� ��� -�' FF--LR = 1�,5 �� xZ �. IINLehtinen By_-_ -- Date,-- -,_ Engineering 4120 Hoyt Ave. Page X.q._ of Everett, WA 98203 (425) 252-2373 __, m. ^N.r � S, IIOMIM.,1 MTrt!.•.. 7n 3'�4,.'�;- n --- -- - a HNI,ehtinen By---- Date Engineering 4120 Hoyt Ave. Page leg. of _ Everett,WA 98203 (425)252-2373 I(Scl x �zo'/ I [6 t = l ~ 11XI . f � - z9�b � � ' I HNLehtinen By �' Date c Engineering , 4120 Hoyt Ave. Page No. of Everett, WA 98203 (425) 252-2373PY ?31 636�7 /K 67 I � 9 1"h►r r- _ R 10i. �30 -f a� - ---� K( � K( b; CFZ En L 0 s � S w !{:• W N Q z Q w e � s r " L31 SECOND FLOOR RGP a `' yf Q J 'K17a 13 �4e HALentmen ay_:_____ 1) Engineering 4120-lloyt Ave. Page No.--._�- of Everett,WA 98203 e (425) 252-2373 RESIDENTIAL ZONING �. VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 (Please allow 72 hours for review) Project Address:6431 210th Street Northeast 4a 1-A E� Owner/Applicant: Levesque Design Studio Address: 19711 Knoll Drive City Arlington State:WA Zip Code: 98223 Phone: 360.202.1988 Email: ken.I@Ievesquedesignstudio.com Describe Proposal (include cross street): 771 Square Foot addition to an existing rambler. Please check one: 6 Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W)20'-10" L) 37'-0" H) 20'-11" Total SF) 2,283 2. Allowed Lot Coverage: Total Lot Size 9147 SF x 35% = 3201.45 SF 3. Actual Lot Coverage: (SF of all structures') 1512 _ 9147 (lot size) = 0.1651,% 4. Septic Tank? L Yes 6 No Private Well on Site? ❑Yes 21 No If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12"diameter will be removed?0 if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) LJ Fire Sprinkler System 01 Medical Equipment Lawn Sprinkler System ❑J Livestock Drinking Tanks UDecorative Pond/Fountain Hot Tub Re-circulating Heating System Swimming Pool Other (Ai(--h ryJ/!MlM JC lt�J�lN - Signature: �___ �. ". ...."'" """"°' - ate: Applicant p 06/14/2016 ' This square footage should include the footprint area of all structures on the property including:house,garages, sheds,covered patios,and decks permitted by the building code. Rev 04l2013 .. ., :., r;. v �'..�;. V r a x t • ii . . INS o _ o M co "T Uu vs MMNW • �� � �� ff o k h e ty �,� r"� D. �Irm m3u D A D. 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MAX SILL HEIGHT is 36 A.F.F. V o 11 - 2 4""x(o"-8 WOOD WOOD - 21 moldl CASEMENT 4'-0`x4"-0" Irb 9.11". MAX SILL HEICsHI w U0" A.F.F. w ry 2 - 2 4"X6"-8"" WOOD WOOD - - _ -t -- _ —f 22 FIXED 4'-e"X�'-f�" 10 S.F- 2E) - 2" 6""X6"-8° WOOD WOOD - - _ — / >IP W 23 FIXED 2'-0""XI"-6"" 3 S.F. FROSTED _ D W< W 21 — 2"—fo""X(o"-8"" WOOD WOOD — — 24 EGRESS CASEMENT 14 WX4'-0"" I6 S.F. MAX SILL HEIGHT A 36"" A.F.F. d � m W 22 _ _ 2 6""X6"-8° WOOD WOOD — — Ln — « a z~—> 25 EGRESS CASEMENT 4"—A X4—0 16 S.F. MAX SILL HEIGHT A 36 A.F.F. w 23 — 2 6'XC�—8 WOOD WOOD — — w f 3 24 i — 4 WOOD WOOD 25 _ 2 4""X6r-8"" WOOD WOOD 26 — 2 6"X6"-8" WOOD WOOD — — u a y t s 21 6""— 2 X6 Ho "-8 WOOD WOOD — — r : n E 28 WOOD WOOD - - 213 - 2 6"Xe-8` WOOD 30 - 2 6""X6r-8" WOOD WOOD 31 - 2 6""X6"-8 WOOD WOOD - - (J V — LU _ Prescriptive Energy Code Compliance for All Climate Zones in Washington DEDROOI`S O'. BEDRt?OM 04 v- rw.n'nt'm.w� e..e.rr eA,.,,e,,,, 1.1 F_?gL!'92lt UJ Z FNRB�NNS RE l£VE9DUE DE51GNSTUDIO tM SI:1 Foot:304.8 min,ci:continuous insulation,int.intermediate framing 1210gI Srw IOTfI Nr,ga Dave 'R-values are minimums,U-factors and SHGC are maximums.When insulation is installed in a cavity which It WA 9l721I AOrttgtan.WA g0223 knc thaf+the label Or design thickness of the insulation,the compressed R-value of the insulation from UONI 1 LU WThis project will use the requir....is of the Prescriptive Path below end Incorporate the Appendff Table AIDIA shall not be less than the R-value specified in the table. the minimum values listed In didilion,based on the slce of the slruclure,the appropriate k Tha IMograltall U-factor column excludes skylights The SHGC column applies to all glazed fenestration. '^ O nombarof additional ron im ere checked es chosen by the permllapplo-1, fxcept% Skylights may he excluded From glazed fenestration SHGC requirements in Climate Zones 1 TIT v, AuNOnzeJ Represenlalive ttvaugh 3 where the 5HGC for such skylights does not exceed 0.30. (T� III means R-10 continuous insulation-the exterior of the wall,or R-15 on the continuous III AT11C ea—agar on the interior of the wall,or R-22 cavity insulation plus a thermal break between the slab and tlw ACCM O Z R-Value" U-Faclor" 6wrat of the wall."10/13 r of the basement wall"10/15/21.+T8"shall be permitted to be met with R-13 Daumlra wall aon o the interior J fkylgin U-,Dtn,.df.' rra o0o ca dry insulation on the interior of the basement plus R-5 continuous insulation on the interior or —---, dA�ii�GOf� Skyhghl U-Feclor nY Ow " nsR-10-ntinuous insulation an the interiorare,tenor of the home or R O W.I.GI p'-®•" 43 vlazed Feneslrabon SHGC" rva Na 13 cavity insulation at the interior of the F-ementwalL"TB"means thermal break between floor slab and _ T� �f Gal Cg' 0 026 (NSemcnl wail, rJ N �l 'Hood Frame Wall°"' 211M 0056 'R-10 continuous insulation is required under heated slab on CAN LIGHT.—quire grade floors.5ee R402.LS.1. TTP Mass Wall R-value' 230 0029 'lhOre are no 5HGC requirements in the Marine Zone Q nog- 30° 0042 Basement wall insulation Is not required in warm-humid locations as defined b Figure Below Grade Wall`" 10h¢}r M+.t0 O 0d2 quire y R30L1 and Table slab"R-value a Depth 1g,z nit R"Ll. • bit,R4021 I aro lable 111 3rmbwlac on 7a 'Reserved. ,Iach trntl ya *First value is cavity In so 1,No n,second is continuous insulation or insulated siding,so"13,+5"means R-13 '-- 0 ItrarlAO Ip_lull.da.hall 11mPIo}pt11Y2amibanToe mWnmem S2 sc,a to tMDN Conti insulation R-5 continuous insulation or nsulaledsiding.if structural sheathing covers 40 percent mmaraW Rwirmnlil Code shall co ply With s mcfanl options From cable R408}so as[o achieve the T pus mgowing minimum number of...dils: V less of the exterior,continuous insulation R-value shall be permitted to be reduced by no more than R-3 1 Small Dwelling Unit:0 5 points is the locations where structural sheathing is used to maintain a consistent total sheathing thickness. Y Dwelling units less Than 1500 square feel m conditioned Ilpor area win less Iran 30D square feel pf 'Thr second R-value applies when more than half the insulation is-the interior of the mass wall Y G feneslralion area.Adduigns to exisling building that are less than T50 square[,,lot healed floorarea 'Fat 4ngk'ralllF or joist-vaulted ceilings,the insulation may be reduced to R-38. ^• / C 2 isil0v 10"unit 1.S"sluts 'Int.(intermediate framing)denotes standard framing 16 Inches-center with headers insulated with a 1 / All dwelling units Thal are not included in M1 or ff3•mcluding adddmns over 150 re squa Fort minKnum of R-10 insulation. (i 3 Large Owelling Unll:2.5 points I Log and solid timber wallsnwith a minimum avers thickness of 3.5 inches are exempt from this insulation -Dv,elling units exceeding 5000 square lest of conditioned fpor area average P M fi 0 10—lln It other th..one imd two-fsmll dwellln reou+r ment 9 fi y gs entl townhouses:Exempt As defined in Baclion 101.2 of Ire Inlernalional Residenllal Code Tonle R400,P Summary 'NonFenestration U-factors shall be obtained from measurement,calculation or-approved source or as n Desa'oa✓x1 not to La—0.0 (e."oeboat to oilto [ apeuhOd in Section R40L13. ,n fn.;orngdu BEDROOM r5 BEDROOM rb � k kl/oemg �fs•nmD,a lc }0 20 Y }a MtaAlmpe ConYofaro ElWeN VWWImh A M 1a,4 Control a,10 ERar,K Vttt4fnOrn 2n 10 Z h M LaaaAae CiAnd,aM EercK.a Vordiabon h I S 3 }e EI4.aKr WACU DS if, 3b Ngn"aasliff yIll 0 t7P � Q 0 x nErtoanry/NACx }p ElEemeq NVAC L t U a Elkp.narrvh,arotnfnan rrft f D 15 M 11".0aal waecrlMar,p DS b Etttci.mwamrrwrnp ,.g SGOND SCALE — 1/4 :12"" 7 r U 6 RaxurraDla EmcYK 1 •t200kW1 0.0 0 Total Credits 2.00 15'Please refer In Table R406 2 for complele option descriptions F `- h[t0:(�Mwtnlvly,wsu ed1l�rporumen[s Ta Hle-ADL�,(/ypfy_(ledds 2012 14f5EC,of ^' FLOOR RCP Z Q W.L FAlfR5ANK5 RESIDENCE 6431 210TH STREET NORTHEAST (n ARLINGTON, WA 98223 0 � N Q H � GENERAL NOTES CODE ANAL�'SIS FRONT ELEVATION W W ulN 03zz Wa I THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT IT ALL INVERT LOCATIONS AT POINTS OF CONNECTIONS FOR ARLICAISLE 01=1M6 OODE Zn Zn O AND TO ALL TRADES,UNO. NEW WORK SHALL BE VERIFIED PRIOR TO THE START OF 2012 INTERNATIONAL BUILDING CODE(IBC) ; Y 7 m 2. THESE DOCUMENTS CONSIST OF THE DRAWING,AND OTHER THE WORK. 2012 INTERNATIONAL RESIDENTIAL CODE(III m 3 DOCUMENTS LISTED IN THE CONTRACT BETWEEN OWNER AND IS. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM 2012 INTERNATIONAL MECHANICAL CODE(IMC) J �'Q 3 LEVESQUE DESIGN STUDIO.THE INTENT OF THE CONTRACT AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE 2012 INTERNATIONAL FUEL GAS CODE(IFGG) -- DOCUMENTS 15 TO INCLUDE ALL ITEMS NECESSARY FOR THE ONLY. 2012 INTERNATIONAL FIRE CODE(IFC) PROPER EXECUTION AND COMPLETION OF THE WORK IS THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING — 3 THESE DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL ANY ADDITIONAL UTILITY LOCATIONS AND SIZES NOT 514OW 2012 UNIFORM PLUMBING GODS(MPG) SHEET SIZE OF 24"X36" AS NECESSARY TO COMPLETE THE WORK 2012 INTERNATIONAL PROPERTY MAINTENANCE CODE UPMC) 1 �- U1 4 DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS 20. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO 2009 ACCESSIBLE USABLE BUILDINGS AND FACILITIES NOTED DIMENSION TAKE PRECEDENCE OVER SCALED AVOID DAMAGE TO EXISTING UTILJTIES AND SHALL BE (IGCIANSI 141T I)1 �I ! I I, DIMENSIONS WINDOW,CAB AND ALL SHOP BUILT ITEMS RESPONSIBLE FOR REPAIRING ANY CONTRACTOR CAUSED w INETS, SHALL BE FIELD MEASURED PRIOR TO FABRICATION AND DAMAGE TO THE UTILITIES REPAIRS SHALL BE DONE AT THE OGOUrANGY CLASSMIGATION INSTALLATION.FINAL LOCATIONS OF SWITCHES,FIXTURES, CONTRACTORS EXPENSE R-3 GRILLES,COVERS,ETC.SHALL BE DETERMINED ON THE JOB 21 PLACE NO OBSTRUCTIONS,INCLUDING MAINS,PIPING, VERIFY EXACT LOCATIONS WITH ARCHITECT BEFORE CONDUIT,ETC.OF ANY KIND SO AS TO IMPAIR GIVEN CEILING rAROEl ROUGH-IN. HEIGHTS AND CLEARANCES,RUN PIPING,CONDUITS,ETC IN ©OB935©aa©O11D0 5 BEFORE ORDERING ANY MATERIAL OR STARTING ANY JOIST DEPTH,DO NOT RUN BELOW SKYLIGHTS m��,—, WORK WHICH MAY BE AFFECTED BY ADJACENT WORK OF 22 IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL PROPERTY SUE Cn Iml Y OTHERS,VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS AND/OR CEILING FINISHES,DO NOT RUN EXPOSED CONDUIT, o 21 ACRES - NEITHER LEVESQUE DESIGN STUDIO NOR THEIR CONSULTANTS PIPING,ETC ON WALLS OR CEILINGS El �❑L._ ❑�❑ ARE RESPONSIBLE FOR THE ACCURACY OF THESE 23 ALL WORK 15 TO BE PLUMB,LEVEL AND TRUE TO LINE AND FLOOR AREA a 11 DIMENSIONS IF EXISTING CONDITIONS OR DIMENSIONS ARE STRAIGHT EXISTING RESIDENCE, 1,512 SQUARE FEET ❑❑❑ NOT AS SHOWN,NOTIFY LEVESQUE DESIGN STUDIO 24 ALL JOINTS ARE TO BE TIGHT,STRAIGHT,EVEN AND 1ND 5TOf2Y ADG7710N TTI SQUARE FEET IMMEDIATELY. SMOOTH NEW TOTAL 2,253 SQUARE FEET D 6 THE CONTRACTOR SHALL VISIT THE SITE AND BECOME 25 ALL MATERIAL IS TO BE NEW,UNLESS NOTED OTHERWISE ' I❑a ❑ v FAMILIAR WITH LOCAL CONDITIONS 26 PROVIDE ALL FASTENERS AND CONNECTIONS NECESSARY L_I lll���111 T. THE CONTRACTOR SHALL PROCURE AND PAY FOR TO ASSEMBLE THE WORK NECESSARY PERMITS 2T PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL S REVIEW ALL DRAWINGS FOR ADDITIONAL NOTES AND MOUNTED FIXTURES AND EQUIPMENT INCLUDING,BUT NOT u SYMBOLS. LIMITED TO SINKS,WALL BRACKET5 AND RAILING �\ 5 CHANGES TO THE SCOPE OF WORK DUE TO UNFORESEEN 25 PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROJECT TEAMU W CONDITIONS SHALL BE REVIEWED WITH LEVESQUE DESIGN PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND STUDIO TO DETERMINE THE CORRECT COURSE OF ACTION FINISHES (V 10 ALL WORK SHALL CONFORM TO THE LATEST ADOPTED 2S COMPLY WITH MANUFACTURER'S INSTALLATION OWNER JARED AND JENNIFER FAIRBANKS ISSUES OF ALL APPLICABLE CODES AND LOCAL REQUIREMENTS 6431 210TH STREET NORTHEAST REGULATIONS 30.REPAIR,PATCH,OR REPLACE PORTIONS OF WORK THAT ARLINGTON,WA 55223 Ql II ALL NEW WORK SHALL BE IN COMPLIANCE WITH FEDERAL, ARE DAMAGED,LIFTED,DISCOLORED,OR SHOWING OTHER P: 360 40313631 Z STATE AND LOCAL REGULATIONS IMPERFECTIONS 069011 LEVESQUE DESIGN STUDIO Q 12. ALL DIMENSIONS ARE TO FRAMING,UNO. 31 CONSTRUCTION SHALL NOT AFFECT THE OWNER 15 ISIII KNOLL DRIVE W 9 13- CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR OPERATIONS.LAUD ACTIVITIES AND ANY WORK REQUIRING ARLINGTON,WA 98223 CEILING SYSTEMS AND OTHER SUSPENDED FIXTURES AS INTERRUPTIONS OF UTILITIES SHALL BE WITH THE OWNER O: 360 202 1505 Lu O NEEDED 32 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE PROJECT MANAGER:KEN LEVESQUE I�Lj 14 OWNER SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED SAFETY AND SHALL PROVIDE ALL NECESSARY STRUCTURAL HNLEHTINEN ENGINEERING BY THE LOCAL FIRE DEPARTMENT BARRICADES,SIGNS,REFLECTORS,LIGHTS,ETC TO 4170 HOYT AVENUE 15. CONTRACTOR SHALL COORDINATE WITH LEVESQUE DESIGN PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND EVERETT,WA 95203 STUDIO AND RECONCILE THE PLANS TO DETERMINE SCOPE TO PROVIDE SAFETY ALERTS DURING CONSTRUCTION O: 425.252.2313 = Z OF DEMOLITION WORK. 33 REFER TO THE INCLUDED WA64NOTON STATE ENERGY FOR PROJECT MANAGER:NICK LEHTINEN 16 THE CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE INSULATION REQUIREMENTS. N OF ALL EXISTING UTILITIES,ABOVE OR UNDERGROUND 34 REFER TO STRUCTURAL DOCUMENTS FOR BUILDING FRAME _ {L SIZING,SPACING AND FASTENING N SY1"I15OLS PROJECT DESCRIPTION I ADDITION TO AN EXISTING SINGLE FAMILY UNIT. A GRID LINES Q WINDOW CALL-OUT U- EXIT SIGNAGE 4 MATERIAL CALL-OUT 'ICY 010101 ENLARGED FLOOR PLAN KEYNOTE VICINITY MAP REGIONAL MAP SHEET INDEX I'X 4'LIGHT FIXTURE INTERIOR ELEVATION A-0 01 TITLE SHEET Y m 2'X 4'LIGHT FIXTURE A-1 01 FLOOR PLAN REFLECTED O DOOR CALL-OUT A-2.02 ROOF PLAN/BUILDING SECTION Z m PROJECT A-3.01 ELEVATIONS 3 PROJECT LOCATION ar Q EXISTING WALL LOCATION O (] NEW WALL Deceived JUN 14 2016 GENERAL NOTES! O • INTERIOR WALLS SHALL BE CONSTRUCTED WITH WOOD STUDS SPACED I6°cc, • PROVIDE INTERIOR WALLS WITH 5/8"GYPSUM WALL BOARD. • PRIME,TEXTURE AND PAINT WALLS;COLOR TO BE DETERMINED fn • THE CLOSET UNDER THE STAIR SHALL HAVE A I-PR RATINGj • STAIRS MAXIMUM RISER SHALL BE T 3/4"AND MINIMUM TREAD DEPTH Z U SHALL BE 16" • HANDRAILS SHALL BE INSTALLED ON AT LEAST ONE SIDE OF THE V z�wa STAIRWELL THE HANDRAIL SHALL NOT ENCROACH MORE THAN 45" AND SHALL BE A MINIMUM OF 31 U2"FROM THE EDGE OF THE 1e'•t let3 LANDING/NOSING OF THE TREAD w 4�12 0 Q W a ate° Lld _ (f) ��mw u,1 Lu �Qv3 Lu MASTER BEDROOM 113 `T BEDROOM#4 a 7 QC.n Q 7.� (E)MASTER I (E)FAMILY ROOM w BEDROOM ,Y (E)W,LG (a) "Lr— > - - BATHROOM#3 !i 1 CLOSET J (E)DINING V m 9 n U BAZ � � U �) (E)KITCHEN /�-) a T DOWN 14) Ll1 121 a•F•� �V) 00—( ;) W N 5�3 3-1 1�`5• 9 441' - '' f (E)BEDROOM#2 (e (E)FAMILY =iv a Lu O ROOM a Z Q BEDROOM a5 BEDROOM ab m/LAUNDRY WLu � E E _ n (� I0T l __ IA-9 � 10••10• � � A/ (E)GARAGE 41-1 — — — Y m 1^ � m Z Q w R Q 0 O 21) d I CaROUND �LOOfR SCALE - I/4"":12"" SECOND FLOOD SCALE - I/4"':'2" Q I i DOOR SCHEDULE I WDOW SCHEDULE _ 0 IN MATERIAL NUMBER STYLE 11- D NUMBER TYPE SIZE HARDWARE NOTES SIZE AREA NOTES toy DOOR FRAME TYPE OPENING E - - EXISTING TO REMAIN E - __ EXISTING TO REMAIN U o 10 6'-0"X6'-8r' WOOD WOOD - - 20 EGRESS CASEMENT 4'-0"X4`-e Ira S.F. jMAX SILL HEIGHT P 3e A.F-F. _ _ dD II 2r-4"X6r-8" WOOD WOOD - - 21 EGRESS CASEMENT 4'-0"X4'-0" 16 S.F. MAX SILL HEIGHT A 36" A.F.F. z` n Zo 12 2�-4"X6'-8' WOOD WOOD - - 22 - FIXED 4'-0"X2'-6" 10 S.F. - >LU w 20 - 2-6"X6r-8" WOOD WOOD - - 23 - FIXED 2'-0"XII_rb 3 S.F. FROSTED D Q D m W 21 2r-6r'X6'-8" WOOD WOOD - - 24 EGRESS CASEMENT 4'-0"X4'-0" 16 S-F- MAX SILL HEIGHT A 36" A.F.F. d �F_m 22 - 2'-6r'X6'-8r' WOOD WOOD - - 25 EGRESS CASEMENT 4'-0"X4' 0" 16 S.F. MAX SILL HEIGHT 0 36" A.F.F. j V 13 m- 3 LU 23 - 2'-6"X6r-8" WOOD WOOD 24 l - 4'-0"X6'-8" WOOD WOOD - 25 - 2'-4"Xi -8" WOOD WOOD - - 26 - 2'-6"Xro-8" WOOD WOOD 2-1 - 2'-6"X6r-8'r WOOD WOOD 28 1 - 2'-6"X6'-8" WOOD WOOD - - =lY' _ 2S 2'-6"X6'-8'" WOOD WOOD - - O��� - _ _30 - 2'-6'rX6'-8'r WOOD WOOD 31 - 2r-6'rX6r-Sr' WOOD WOOD - - Ui U rz, ' W m V/ 01 N Prescriptive Energy Cade Compliance for All Climate Zones in Washington BEDROOM■3 6EDROOt'I 14 � O ..•nx.•n.•.,. _ r.revn��✓... TjbkRA02.L1I001ns1M Z Q FAIRDAIIK$fiESIDBNCE LEVESO IDMGN Sil16t0 per Sh l foot:304.8 mm,ci.=continuous insulation,hit.-intermediate framing. -- 0 i,2101h Saf.l4-th Ail 19t11 Knoll Or". 'R-values are minimums U-factors and 5HGC are maximums.W hen insulation is installed in a cavity which h W N n.WA"M i .WA SOW lees than the 1.hel or design thickness of the insulation,the compressed R-value of the insulation from W This project will use the requirements of Iha Prescriptive Path below and incomoral,the A9p.nWF lA0If A101.4 shall not be less than the R-value specified in the lahle er1IT Tyr the minlmum values listed.In addition,based-the size of the structure,the app,,p,l.,. 'The fenestration U-factorcolumn excludes skylights.The SHGC column applies to all glared fenestration TlP number of additional credits ere checked as chosen by the permit applicant EAtnMbn:Skylights may he excluded from glazed fenestration SHGC requirements in Climate Zones 1 I ,^ Ihro,l0h 3 where the SHGC for such skylights does not exceed 0.30. d) Aulhonzed Representative _ _Dale _ '10/15l21.1T9'means R-10continua,,insulation on the exterior of the wall,0,R-15 on the continuous i T rnyWatlon on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the 7 T R.VA4w' 11-E b.umenl WAN at the interiorof the basement wall-"10/15/2LfTB"shall be permitted to be met with R-13 �-•- �� .. L � J rw,rt,Iwaw ur.4a' me 030 wfty insula[ion on the interior of the basement wall plus R-5 continuous insulation on the interior or lifte WIC BATk 00M R9 (\W\ Illlliii_ 6R tuiur a NI O,aD th"101 I"ul the wall 10/13"means R-10 continuous insulation on the interior-exterior of the home or R- ' ag_© GIA.N r—tiaeuae,stlOC" tw M 13 cavity insulation at the interior of the basement wall."TB"means thermal brea k between floor slab and Trn c1 N Q Cenav 49' 0.025 ba artai wall. lyooa froar WM"' 21. from 'R-10 continuous insulation is required under heated slab on grade Iloors.See R402 2.9.1. CAN LIGHT, ' elAss WN W V.Yr' 21Rt a-MR TIP �te FleOr 30° 0029 �71Mlff are no SHGC requirements in the Marine Zones v Y C✓sllo WAY' 10!15121, .TB 0029 'Basement wall insulation is not required in warm humid locations as defined by Figure R30L1 and Table R1011. 6 6Y6 RVAhma OapN to.2n M �.J "Tal RAo?1.I Aad TAlNiet0213 F.a",1llra.&Wed.Pei 'Reserved. DOLL" O � First value is cavity insulation,second is continuous insulation or insulated siding,so"11*5"means R-13 Ting unit as defined in Section'107.2 of tM1e Welly insulation plus R-5 continuous insulation or Insulated sidingIf structural sheathing 40 t rV,1 Inllowin mi Reim,num.,of shallcomplywith sufriclant opligns ham Table R406.2 soar to achieve the gCovers percent following minlmum number of credits: Or less of the exterior,continuous insulation R-value shall he permitted to be reduced by no more than R-3 (� _ ❑1.Smell Dwelling Unit!0.5 points In the locations where structural sheathing is used to maintain a consistenl total sheathing thickness Dwelling unils less than 1500 square feel in condilioned Floor area wish less Ihall 300 square feel of The second R-value applies when more than half the insulation is on the interior of the mass wall 0 I.ulfaY.em.Ive AAN"nb..n�+0eu'eF•V tool watw Qtan 75o.0a,e Iwo alhaN.OeeN Ar.A 1 For single raker-or joist-vaulted ceilings,the insulation may be reduced to R-38. 2,Medlum Dwelling unit:1.5 points 'Int(intermediate framing)denotes standard framing 16 inches on center with headers insulated with a ppr,4�g All dwelling,mia lhalare not i.duded in Vl or#3.including additions over 250 square feel nunim.ln of R-10 insulation. Otl771C7a1C, ❑3,Large Dwelling Unll:2 5 polnls 'log and solid timber walls with a minimum average thickness of 3-5 inches are exempt from this insulation Itt Dwelling—I,exceeding 5000 square feet of m,d,ii,.,tl fmr,,,a "'Wirenumt. 174 Dwelling unit other than one antl lwa-family dwellings and townhouses:Exempl Aa d,F,.d Ia saqu,n 101.2 on he wema0enal Rasidmdlal Cade UA13A403r1.3 FQQ1941t Table R4062 Summary 'Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or e, 19 Ian Oetan , C.."' sgeUfted in section R402-1.3. BEDR0.7t'I AS BEDROOM Of., J IA E1_-0a.lk19 Eanelope lA 05 G Y m 16 En2tectiono0.xltmelap.It, Ia C le Estat..Be"HNMope tc 20 (r] 2.0 i m Z. Ax Le tannUmW ERnara NlgaAt-2. O.s: 1- M L.AWje COM Bend EftderN UipavalM1T L h A.t,•wlpe CAnlnrt W E111- 17 yblrolw—h 1 s [ A trial,E15cwnly lWAG 21 0a I ID .1ge E%6..y RVAC2h ID lc Mgr.El.r"¢y NVAC Jc 20 2C Iran Eflittener HVAC M in .7 f"I E RVAC dWIeu00n Syal.Ia 10 a F.MoaM waOe as L 5A emdoelwelwltoAI" It SCALE - II4"12" u s RIM"It&Eeco.IF 0E 'I•TOU AM, 0.0 SECONDUl Total Clodll. 2,00 p. N Plea se refer 10 Table R406 2 for complete option descriptions 1 OOR /� V I IxlaJlwnw.gnorRrww,gQR/Itxvec!tt<GfNI nQ4]�Ilt*Ry�utNtt 7P1t wsEendf L (`/ i I O r— V o Z u u� o r LU Wm w D p3 w m� a � �W > m 3 J �QY3 - �al�im�li �urr�x _ — TT _ l - -- j I 1 I LU } fIJI 11.1111 111H IIIIIU 1' RIDGE 412 = 412 I 1 ^ W .DOWN .DOWN , n = m 04 — O m _ z to a Y 3: Z 4 N Q 41-A-� —a 412 (n 1 DOWN DOWN -A.F F WINDOW _ HEADER � (E)ATTIC 412 412 — DOWN =DOWN STAIRWELL ! (E)KITCWEN/DNNG � o I I � u v m z 3 Q W Q^Q. Z a (V SCALE - I I4":12" 1 ROOF: PLAN SCALE - 1/4-:12- SECTION I 4 i D D SNO11VAa1a F D A m D E Z ls�rn hinos � _ Q IILLl i MI HIM 111111 111111 111 1 If 1 11 1 dJ.l59NVHE13n0 9NI16D0 H01VM1 - - - W — D1 1 N 1 -4 Z T i 1 11 Eff if 11 1I i 11 f I T _ D A N 13 m D 4 � Arn N - w m [� D v Nrn z l / ls'v a H_LZAON JA o L-1❑❑❑�U❑� — - oo o�oaao t m 1 -::2 N0,71:1 L,31 Fr E r 1 ILI 1 — �NLLevc3 H1Im - — E N WIaJ1 ONV 31A1S - - - E Z m I ' �... - - — MOONIm M'J1VW N 61 Z m E 9NI1N3n39OIL/3nV3G30N""'03OM"" C 30N33OI6321 3a11N3 3H1 210i S3l9NIHG VNI151K3 01 SMQ:)1NIVd m m m m ONI3J'Oai VLLIVHdSV MRN 301n Wd ONV VNIOIS m3N H71VW z sm eCil L a Z cn I C v O J it STRUCTURAL NOTES D. Excavating and fill Construction to meet International Building Code 2012/IRC 2012 6. Spike all laminated members together with 10d nails @12" o.c. 1. Excavation and fill shall generally conform to IBC 2012 staggered.Splice laminations at supports only. A.Live Loads Chapter 18A and Appendix J 1BC 2012. - 7. Laminate two full-heigbt studs to cripples under headers and blc Roof/Snow Load-25psf 2. Foundation;wall,and slab areas shall have all existing unsuitable solid to bearing. Wing--ffOMPH.Exp."B" fill materials removed and disposed of off-site,and be excavated 8. Provide out washers for all bolts bearing on wood. Seismic-Category D down to suitable undisturbed native soils. 9. All nails should be common wire nails. Excavated material may be used for fill if approved by Engineer or 10.Glue-laminated timbers,Douglas Fir,AITC-grading:combinati B. Soil and Foundation Data Geotech. 24F-V4 for simple spans;24F-V8 for cantilevered spans,Dry I. Design bearing strength 2000 psf.Coefficient of friction 0.25. condition of use. Passive resistance=300 pef.Carry all footings down td undisturbed E. Wood Roof Trusses_ Architectural Appearance grade where exposed to view. soil,minimum depth=1'-6"unless noted. Fabricating plant AITC inspected.Wrap individual members. 2. Carry all footings down to undisturbed soil,minimum depth=1'-6" shall Ke factory fabricated trusses.Design and fabrication shall Submit shop drawings for review prior fabrication.2-1/2 in. wid unless noted or compacted fill 95% per ASTM D-1557, conform with the requirements of the International Building Code purlins shall be industrial grade.(F'B=2400 psi;Fv=165psi;and Design Specifications for Light Metal Plate Connected Wood E=1.8x10 6 psi;C=650psi). C. Concrete Trusses published by the Truss Plate Institute. 11.Plywood:Roof sheathing to be 15132" C-D INT-APA plywood w 1. Detail,fabricate,and place re-steel as shown in ACI"Manual of Engineering design and shop drawings bearing the stamp of a exterior glue,P.I.24/0(Ilse 5-ply for panelized roofs).Nailing Standard Practice"ACI 315.- professional engineer registered in the State of Washington and Bd@ 6"o.c.at panel edges,Bd@10"o.c.at intermediate suppot 2. Concrete of following 28 day test strength. showing all details of construction required for a complete Oriented stand board of equal strength may be substituted for a. f=3000 psi,5-1/2 sack cement per cubic yard,(no testing installation shall be submitted to the Architect for review. plywood. required) 12.Pre-fabricated members to be designed by Washington State b: Precast walls f=3000 psi. Headers 2-2x8 typ.interior bearing walls for DF#2<3'-0" licensed structural engineer and in accordance with requiremen c. Maximum slump 4" 3-2x10 or 2-2x123 exterior walls DF#2<6'-0" shown.Submit complete shop drawings with engineer's seal for d. Reinforcing fy=40,000 psi. - (unless otherwise noted on plan). review prior to fabrication. 3. Cover(Clear Dimensions). I. Timber Framing a. Exterior faces of walls 1-1/2". b. Vertical faces exposed to earth 2". II Structural Steel1. All lumber to be graded per Book No. 16 of the West Coast Lumber c Bottom of elevated slabs 1"clear. Inspection Bureau.:HF/DF No.2 for joists,rafters and light 1. All steel except tubing:ASTM A-36. 4.'Lap all field splices 30 diameters.Bend wall and footing bars 18"around framing,plates,bracing and 4"wide beams.DF#!For post and Pipe:ASTM A-53,type E or S,grade 40.Tubular section: AS7 - other beam.HF/DF stud for 2x4 studs. A500 Grade B.All bolts: ASTM A-307/ASTM A-325 e X. all corners,or use corner bars: � +type 5. Dowel all exterior projections to structure with#4 bars at 12" 2• Comply with a latest edition of the NFPA"National Design 2. All fabrication,erection and detailing in accordance with the 1: hooked into wall. Specification"as modified by the IBC for all structural timber edition of"Manual of Steel Construction" of the American Construction. Institute of Steel 6. Place no backfill against foundation walls until floors are in place. requirements. P 7. Incorporate to calcium chloride admixtures where aluminum alloy 3• All 2 inch lumber be kiln dried. 3. All welding by WABO certified welders in accordance with " materials are embedded. _ 4. Joists and rafters to have 2"thick solid blocking at supports. Welding Handbook"by the American Welding Society. 8. All wood forms used for concrete in the ground or between .5. Joists to be anchored to masonry walls with 109s.X 1-1/2"x 10" 4. All welds to be 3/16"minimum continuous fillet welds using Ai foundation sills and the ground shall be removed. steel anchors(with 2"books)@4'-0"o.c.max.Nail to joists or A5,E70XXX electrodes. blocking with 8-10d nails. _ 5. Field burning of holes is not allowed without inspection by engineer. 6. Provide washers on bolted connections, l C_ k!P1Cd2 Pl Y!"�NU.XQ151'�5HN 3E DE5i6NED BY THI? KWAr,RWR FOR PC 9PAJ5 AND 6=1110N5 5W*ON THE DRAfUN6S AND 94ALL BE FIXV.SHEO AND INSTALLED'N wwoRMAwE WITH'riE MA,I-ACTURER'5 iN5nMTION5. THESE PIROP T6 SHALL BE MANUFACTURED TO THE 5TANDARD5 SET FORTH ih THE ICG REPORT NO E5R-!153- PRE aR-1r,A7I;D DM-MI _YW",t5D SHALL BE DE514.17 BY THE MANUPAGTURER FOR THr 5cAN5 AND WNDITION5 SHOM ON THE DRAYtIW AND 5HA!.L BE FURN15HED AND INSTALLED IN XNFOR.MANCE WITH THE IdNLEIiTINEN L'N91NEE�aING MANUFAGTURER'5 INETRIXTION5. THESC-PROMrCT5 5HAL.L BE M.AF%FAGTURED -- '- TO THE STANDARDr 5ET (2�FOR-, IN THE IGG REPORT NO. r5 APPROVCb R�' R-1714 4 T2O 110t Ave' oaAww er F-, ccrett,WA 98203 DATE: I 1 6 ___ 4A)252-1;73 REYISEV FAQ 1ZBP,,N KS Rl-=s IDEN CE, nnAwn+n-nbKeca STRU�.TURAL � IEZ 5-1 Received JUN 14 2016 P,ID 10�Ib ROOF SHEATHING /{ (ICJ Scl's�'oc uori. VENT 9LOCK6 1 Roor e.car,ma DRAG 57Rur- SIMPSON H-1 As A M].%T- ®24'oc svvsp„rsu4. I EDGE NAILING PER A35 PER LOI1Z LEVEL SHEARWALL SCHEDULE E,•u TRt55 _�_.y1LAr1 W,� SHEARWALL TA4., —L SWEARWALL PER PLAN SHkATHpJG NOT LAPPED ON RI16d PLATE NAILING PER OR COMMON PLUPPER LEVEL SHEARWALL �• FRAMING p�A� RI�pp ss�� 1 TABLE IF 5HEATH1y,4•- If-IrlA1tlII�UV'a71 ®E�A�LLAPPED ON RIM'JOIST OR'COMMON PLATERIM JOIST OR BLKG E—E" Su"6 r�AF oRK14P LSrA IB RLrASd TN O 6'ocPER NI 5HEARWALL PER PLAN A3 PER LOUER GABLE END � I SH;ARIUALL TABLE�F Ir d PLATE NAILING Y M1O"" SHEATHNG NOT 1 I PER SHEARWALL TABLE `C N0 LAPPED ON,RIM JOIST IF SHEATHING NOT ro LSn,24 OR COMMON PLATE LAPPED ON RIM JOIST t,•o_ BLOGKw6 TAN OR COMMON PLATE EOl 91EAW WALL RIM J015T OR BLK'G j vow uw. JOIST 170 WA LL r� �/r• Du?uE 2 lorsr -8d TN®6' oc `.°"� FRAMING DETAIL ANCHOR BOLTS ✓ a/t_r_o- 1 PER PLAN mwr i 0 pLAw 5 SHEAR TR ER DETAIL O WY L OPENING REINFORCEMENT AT SHEAR —� - `INTERIOR SHEARWALL - - '�16b @ PER 5H,WALL SCHEDULE 5PEARWALL 5k WALL BA5E PLATE NAIU S SMFAR ALL AND DIAPH 1tAM SCHEIDUL PER 5CHED. SEE SHFAQWAILr SCHEDULE TT FLOOR DIAPH 3/4'PLY MARK ALLOW MATERIAL EDGE NAILING ANCHOR PLATE REMARK MOC t 4'O.C. LOAD BLK'G E FI-LD BOLTS NAILING j 16b T.N. \ JOIST i $EOL ' N ° • ° — 7tt std• I @ 12'0 G. HWL- If _V40 N ° _ 5H.WALL TOP RATE BLMING O.C. NAILING 5EE SCHED.\�/ k1tFLOOR J015T SW %" Y _@ "--_@ 1/2"O)4 `' 'Mi .5 E 2ND FLR 1620 • y p� «� Z�° SIMP5061 A 35 OFFSET SW. f W7 62A �ZT Ry �S �°v2• 17�1�'z' P. ' O S o ra PER SR.WALL SCHED. %.WALL PEI2 �T FLOOR INTERIOR SHEARWALL nLTA!�_ O Anchor Bolts for foundation only • 3"sp washers,galvanized. L_5CALE_3/4'--_�•' I' _ - .82 koef.for#iF#members • 3x members for shear walls>390#/ft. If - � 3 I MLF ENGINE RIN 41"fttAm APPROVED BYI IMA WA 9�203 �CIIuI,o�51tO11+t✓ MAW 1J DRAWN BY ��y] �T6, DET�l L JIdN 1 Ir wit �� REVISED a Permit#: 1053 Permit Date: 06/16/16 Permit Type: RESIDENTIAL ADDITION Project Name: Fairbanks Applicant Name: Levesque Design Studio Applicant Address: 19711 Knoll Drive Applicant, City, State, Zip: Arlington,WA 98223 Contact: Ken Levesque Phone: 360-202-1988 Email: ken.l@levesquedesignstudio.com Scope of Work: 771 sf second story addition to SFR Valuation: 81000.00 Square Feet: 771 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/16/2016 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning FAIRBANKS, 00893500001100 6431 210th ST NE JARED P AND Residence Single Family -Detached JENNIFER M Contractors Contractor Primary Contact Phone Address Contractor Type License License# Pura Construction LLC Melissa Lee Diaz 425-280-7132 7316 51 st Avenue CONSTRUCTION Labor a NE CONTRACTOR Industries nd PURACCL875D6 Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/12/2016 R20. Approved ADDITION/ALTERATION FINAL Plan Reviews Date Review Type Description Assigned To Review Status Sent review comment letter to designer. 06/16/2016 RESIDENTIAL ADDITION Rec'd corrections.Ok to issue permit as long as the crawl z Christopher Young wall has a shear panel installed and the PWI joists have web stiffeners installed. Fees Fee Description Notes Amount Photocopies 10 @$2 24"x 36" $10.00 Building Permit Table 4-1 $1,197.99 Building Plan Review Table 4-2 $778.69 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $1,991.18 Attached Letters Date Letter Description 09/16/2016 Building Permit 06/20/2016 Review Comment Form Payments Date Paid By Description Payment Type Accepted By Amount 09/16/2016 Jennifer Fairbanks check#7939 Launa Black $1,991.18 Outstanding Balance $0.00 Notes Date Note Created By: 06/16/2016 Contractor TBD.KF Kristin Foster Uploaded Files Date File Name 09/16/2016 1847105-1053 Issued Permit.pdf 06/16/2016 1680461-1053 Structural Notes.pdf 06/16/2016 1680462-1053 Application.pdf 06/16/2016 1680460-1053 Structural Calcs.PDF Permit#: 1053 Permit Date: 06/16/16 Permit Type: RESIDENTIAL ADDITION Project Name: Fairbanks Applicant Name: Levesque Design Studio Applicant Address: 19711 Knoll Drive Applicant, City, State, Zip: Arlington,WA 98223 Contact: Ken Levesque Phone: 360-202-1988 Email: ken.l@levesquedesignstudio.com Scope of Work: 771 sf second story addition to SFR Valuation: 81000.00 Square Feet: 771 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/16/2016 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning FAIRBANKS, 00893500001100 6431 210th ST NE JARED P AND Residence Single Family -Detached JENNIFER M Contractors Contractor Primary Contact Phone Address Contractor Type License License# Pura Construction LLC Melissa Lee Diaz 425-280-7132 7316 51 st Avenue CONSTRUCTION Labor a NE CONTRACTOR Industries nd PURACCL875D6 Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/12/2016 R20. Approved ADDITION/ALTERATION FINAL Plan Reviews Date Review Type Description Assigned To Review Status Sent review comment letter to designer. 06/16/2016 RESIDENTIAL ADDITION Rec'd corrections.Ok to issue permit as long as the crawl z Christopher Young wall has a shear panel installed and the PWI joists have web stiffeners installed. Fees Fee Description Notes Amount Photocopies 10 @$2 24"x 36" $10.00 Building Permit Table 4-1 $1,197.99 Building Plan Review Table 4-2 $778.69 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $1,991.18 Attached Letters Date Letter Description 09/16/2016 Building Permit 06/20/2016 Review Comment Form Payments Date Paid By Description Payment Type Accepted By Amount 09/16/2016 Jennifer Fairbanks check#7939 Launa Black $1,991.18 Outstanding Balance $0.00 Notes Date Note Created By: 06/16/2016 Contractor TBD.KF Kristin Foster Uploaded Files Date File Name 09/16/2016 1847105-1053 Issued Permit.pdf 06/16/2016 1680461-1053 Structural Notes.pdf 06/16/2016 1680462-1053 Application.pdf 06/16/2016 1680460-1053 Structural Calcs.PDF Date: 04/02/2026 Permit#: 1053 Permit Date: 06/16/2016 Review Date: 06/16/2016 Permit Type: RESIDENTIAL ADDITION Review Type: RESIDENTIAL ADDITION Target Date: 06/23/2016 Scheduled 00:00 Time: Completed 06/22/2016 Date: Description: Sent review comment letter to designer. Rec'd corrections. Ok to issue permit as long as the crawl wall has a shear panel installed and the PWI joists have web stiffeners installed. 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PERMITF 5I°FAIR5ANKS RECIDEVCE CONTRACT LEVESQUE DESIGN STUDIO PR#I ro431 21 OTH STREET NORTHEAST D 19111 KNOLL DRIVE DRAWN BY KTL ARLNGTON,WA 98223ARLINGTON WA J5223 425.2 A-2.402 DATE:06.14.2016 WWUL 2.1988 WW.LEvESOUEDESIGNSTUDlO.GOM - I N Z - 1 iL 1 I yr ...... _ I El ... ._ 3 \ r 1 l I i \\ I — i t I i 3 i I N mz r� y�cZ11 RA Ar E m m D i N —4 .........; —4 4 I ji 77 _... ��. t I 1 D D- y y Am �z m0 I � 4- I , I I z 0 3 c� �-� m m O mmz nOm ......... 1 �....... Z A A .. j '.. I ( _ ._......... m m(1 O m A n mp N i mz� n m zm D Z N (� r 0 m o I A D@ x O � n m T 0 N tJ � DATE NOTE EVATIONSLE a aa.aa.aaa APPROVAL FAIR5ANK5 RESIDENCE 06.14.16 GO PERMIT NTRAGi 8�° LEVESQUE DESIGN STUDIO PR ttl -pi,mgd.ign 6431 21 OTN STREET NORTHEAST 19711 KNOLL DRIVE DRAWN BY:KTL ARLINGTON,WA 98223 ARLINGTON, WA 98223 425.202.le55 DATE;06.14.2016 WWW.LEVESQUEDESIGNSTUDIO.GOM