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17706 HILLSIDE CRT_BLD1912_2026
NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY PkPPROVED PERMIT#: LOT#: I DATE: 10 JOB ADDRESS: L TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN P RMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPVCTOR' DATE LDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON % 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 MAY BE SUBMITTED PRIOR. Project Address: 17706 Hillside Court Plat: Highland View Estates _ Single-family ❑ Duplex ❑ Townhouse U Addition J Accessory structure Proposed Area: 1' Floor: 1319sf 2na Floor: 548sf — Garage: Total SF: 1867 Describe Proposal (include cross street): Rebuild of fire damaged existing single story single family residence plus addition of 548sf second floor Valuatio185,000. n: Owner:John and Katie Dawson Address: 17706 Hillside Court City: Arlington State: WA Zip Code:98223 _ Phone: 360-631-8585 Email: kknaus99@gmail.com Applicant: Gonzales Design Partners P.O. Box 97 Arlington WA 98223 Address: City: State: Zip Code: Phone: 425-344-9942 Email:GonzalesDesignPartners@hotmail.com Contractor: Hansen and Hansen Construction Address: City: State: Zip Code: 10131 Moran Road Arlington WA 98223 _ Phone: 360-435-5405 Email: hansenandhansenconstruction@gmail.com Contact Person:Jennifer Gott License Number:HANSEHC189KM Expiration: current Received LIAR 22 m8 6/16LP W III?I- Page 1 of 3 '�`, RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360)403-3551 iY Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) �1 Bath/Shower Combo (4.0) x 1 (' Sink (1.5) x 1 I� Shower (2.0) x 1 Lavatory (1.0) x 5 Q' Clothes Washer (4.0) x 1 Water Closet (2.5) x 3 Fr, Dishwasher (1.5) x 1 Q Water Heater x 1 ❑' Hose Bibb (2.5) x Water Heater Model # � Other (list) x 1 free standing tub Plumbing Section Continued Proposed Water Piping Size: existing Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: existing • 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) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model # to be determined AFUE ❑ Heat Pump Model # SEER HSPE ❑ AC Unit Model # SEER ❑ Type II Hood Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert Outdoor BBO ❑ Storage Tank ❑ Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: P� Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • 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: _ Date: 03/22/2018 Print Applicants Name: Ruth E. Gonzales 6/16LP Page 3 of 3 i CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:17706 Hillside Court Permit#:1912 Parcel#:00870600004200 Valuation: 195000.00 OWNER APPLICANT CONTRACTOR Name:DAWSON JOHN D Name:Gonzales Desgin Partners Name:HANSEN&HANSEN CONSTRUCTION Address: 17706 HILLSIDE CRT Address:PO Box 97 Address: 10131 MORAN RD City,State Zip:ARLINGTON,WA 98223-7867 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:425-344-9942 Phone:360-435-5405 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: 2 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R3/U BUILDINGS: I 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. IBCI10/IRC110. AX NOTICE:Wes la r acing to construction and construction materials in the City of Arlington must be reported on your sales tax return form nd code y of Arling #310 Qf�U/t t-t-e ofi1 3 11� 1 ) Signatur Print Name Date Released By D tc CONDITIONS E REDL PLANS FOR ADDITIONAL REQUIREMENTS -ADHERE TO APPROVED PLANS. X-11TI4IS 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 4/27/2018 Building Permit Fee $2,126.23 4/27/2018 Building Plan Review Fee $1,382.05 4/27/2018 Processing/Technology Fee $25.00 4/27/2018 State Building Code Surcharge Fee $6.50 Total Due: $3,539.78 Total Payment: $0.00 Balance Due: $3,539.78 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 cn m < - 0 0 T o m gmwoT g > -0c < -vo0 rrl icnrn ;u - -iDrox rnm0XDr 0 -1 mm !5q T C�-J+nA 100 0 � tDi� < p z ® m0 zr * r w0Zm D - - -Q- 03 1 x � � (1)- m � � GDi � ;u � � rnR7 z (� - r- m cn � � m Xr- V' Omp � F O3v 3 —i - Co 9 �" 02 v- 90z 0 � mz0 m X > W mx > 0 � m � wz rncn0 ,g -q oD CZ O � F -1 60D � � rrr- z -lz ccn vz � -i z � x me cn = � 0 > -v mm � D0 Xcnf� ® Ocn nO 0 � ntn br ® m0 D = Try zFnO9 m Om c� D = cn zD I z -I m � � Or �Icn Dc� � rr- 0 zr � �v 0 o � > >< omne�n � _ cn0 D � - � m � � < vT 0 m2Dg 0 tnD � - - mz m -i � o z c 0 cn v �° � v z = I0 v - ; < v � � � oo � rn Mcnrno c� m mZm I Jr c ® G) m m z F 0 _ > -1 0 0 W A m = cnDI inzv vtn rn v 0c 90Z m � m Z � vm 1 Y 0 m T 0 m T D v w 0 0 > m m — _x0zxw � r UJ < VeJ � Tir A (n � ZW ;0 —I -< 0 v �' o � � � r � O � m ® cr-noc � rn -nm m N D XN m � C� m z Q° m -p D o 00 z —I I I — � vm < � vc� m � mr ? -0 > --ii cn m �} -n _ � m - D g o O m -I x o X Z D �� � zD —I D � z = � 0 � C IIx� 0 <�: 0rM Z —I � DDz = 0m (� m mcnv mC � O -� zcn � �> —I D gocn zw0 0m -I cz 0 � i - o m m - r< Dcn z � C CO Dv D � W � mA - mn0 � cn z vcne< = Ocn mch ma —I � V = - zDz O � rn �� � � C � � cm - n m n mgjr mrC < n(n c ® O = z > 0 T � z —I D ® o —I m to Z D z D I . (7 r m p a o i ?< 14(VLSI De l,Q C) s - NNS Ci I � I 6ONZ&L 5 2516N - REV. DESCRIPTION: _ BY: DATE: DAWSON FAMILY A 6 17706 HILLSIDE COURT ARLINGTON, WA 98223 NOTICE -,* TO PERMITEE AND/OR OWNER 'Dr4 ❑ PARTIAL APPROVAL n CORRECTIONS REQUIRED ❑ DO NOT OCCUPY D APPROVED PERMIT#: LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $SO REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3SS1 ❑ CALL FOR REINSPECTION Y'fiY//fI_ ��I�GYJC� THEACTIONSOR CORRECTIONS INDICATE4-ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES imPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INS11CTOR, DATE LDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON '��' ' 4M CI TY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:17706 Hillside Court Permit#:1912 Parcel#:00870600004200 Valuation: 185000.00 OWNER APPLICANT CONTRACTOR Name:DAWSON JOHN D Name:Gonzales Desgin Partners Name:HANSEN&HANSEN CONSTRUCTION Address: 17706 HILLSIDE CRT Address:PO Box 97 Address: 10131 MORAN RD City,State Zip:ARLINGTON,WA 98223-7867 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:425-344-9942 Phone:360-435-5405 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: 2 CONST.TYPE: `IB DWELLING UNITS: I OCC GROUP: R3/U BUILDINGS: I 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. SXfES'TAX NOTICE: les to r acing to construction and construction materials in the City of Arlington must be reported on your sales tax return form nd code {ty of Arling t#310 A61 ( og I�� Signatur Print Name Date Released By-1 ) 1) D tc CONDITIONS E REDLIN PLANS FOR ADDITIONAL REQUIREMENTS -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 4/27/2018 Building Permit Fee $2,126.23 4/27/2018 Building Plan Review Fee $1,382.05 4/27/2018 Process ing/Technology Fee $25.00 4/27/2018 State Building Code Surcharge Fee $6.50 Total Due: $3,539.78 Total Payment: $0.00 Balance Due: $3,539.78 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 RESgDENTIAL PERM1I APPLICATION • s Department of Community & Economic Development 'l� O 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 MAY BE SUBMITTED PRIOR. Project Address: 17706 Hillside Court Plat: Highland View Estates _ a Single-family ❑ Duplex ❑ Townhouse 1-1 Addition ❑ Accessory structure Proposed Area: 1" Floor: 1319sf 2nd Floor: 548sf Garage: Total SF: 1867 Describe Proposal (include cross street): Rebuild of fire damaged existing single story single family residence plus addition of 548sf second floor Valuation: 185,000. -b Owner: John and Katie Dawson Address: 17706 Hillside Court City: Arlington State: WA Zip Code:98223 Phone: 360-631-8585 Email: kknaus99@gmaii.com Applicant: Gonzales Design Partners P.O. Box 97 Arlington WA 98223 Address: _ City: State: Zip Code: Phone: 425-344-9942 Email:GonzalesDesignPartners@hotmail.com Contractor: Hansen and Hansen Construction Address: 10131 Moran Road City:Arlington State:WA Zip Code:98223 Phone: 360-435-5405 Email: hansenandhansenconstruction@gmail.com Contact Person:Jennifer Gott License Number:HANSEHC189KM Expiration: current Received LIAR 22 2018 6/16LP W I1 I v Page 1 of 3 RE%jIDENTIAL PERMI ii APPLICATION Department of Community & Economic Development °At City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 jN{t♦ 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 1 Sink (1.5) x 1 Shower (2.0) x 1 Lavatory (1.0) x 5 Clothes Washer (4.0) x 1 I Water Closet (2.5) x 3 Dishwasher (1.5) x Water Heater x 1 Ll Hose Bibb (2.5) x Water Heater Model # � Other (list) x 1 free standing tub Plumbing Section Continued existing Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: existing • 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) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model # to be determined AFUE Heat Pump Model # SEER HSPE AC Unit Model # SEER ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • 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 A�'.Co�rzcrl�v Applicant Signature: .•._... Date: 03/22/2018 Print Applicants Name Ruth E. Gonzales 6/16LP Page 3 of 3 Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" Yes No 311.3 Landings: TX 3' min. Yes No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes No 311.7.1 Stairway Width 3 feet min. Yes No 311.7.2 Headroom 6' -8" min. Yes No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes No 311.7.4.3 Handrail Profile i Yes No 311.7.7 Handrails-4 plus risers Yes No 311.8 Ramps Yes No 312.1 Guards-30 plus inches Yes No 312.2 Guard Height-36-inches min. Yes No 314 Smoke Detection Yes ✓ No 315 CO Detection Yes No 316 Foam Plastic Yes No 325 &326 Adult Home/Day Cares Yes No — Floor Systems 502.2..... Deck Ledger Connection Yes No 502.2.2.3 Lateral Load Connection or Engineered Yes No 502.3 Allowable Joist Spans or TJI's Yes No 502.10. Headers/Openings Yes No 502.11 Trusses or Rafter/Joist Yes No 502.12 Draftstopping: 1,OOOsf max. Yes 'No 504 Pressure Treated Wood Yes No� 506 Concrete Floors: 3.5 inches min. Yes I No Wall Systems 602.3 Wood Wall Framing and Plates Yes jNo 602.3.1 Fastener Schedules(2, 3,4, 5) Yes _ c— INo 602.9 Cripple Walls: Less than 14" or 4' Yes v No 602.10. Wall Bracing: Engineered or Prescriptive Yes Z---- No 602.10.3.2 Alternate Braced Wall Panel Yes ri No 602.10.9 Cripple Wall Bracing Yes No j= 602.11.2 Stepped Foundations Yes No 602.12.1 I Veneer Yes No 610.1 Glass Unit Masonry Yes No t 612 Exterior Windows/Doors Yes No 702.1 Interior Wall Covering Yes No 703 Exterior Wall Coverings(WAC) Yes No 703.4 Stone/Masonry Veneer Yes No Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes No 802.3 Ridge Beams: <3:12 pitch Yes No 802.4 Ceiling Joist Span: Truss or Platform Yes No 802.5 Rafter Spans:Truss or Platform Yes No 802.11 Roof Tie-Downs(48" o.c.) Yes No RESIDENTIAL PLAN PLAN REVIEW Owner ;Dawson Address 17706 Hillside Court Building Type Single Ix IDuplex j Townhouse Type of Work Existing JX LNew Reviewed By KO. Date 4/16/2018 Design Criteria 301.1 Engineered Prescriptive r P 3U1.2 Loads: I ables 3U1.5-3U1./ Yes No 302.1 Location on Lot: 5 feet/35% maximum Yes — No 302.2 Townhouse Separation ! Yes No 302.5.1 iGarage Openings: 20-minute door Yes No 302.6 Garage Separation IYes 4-- INo Footings and Stem Walls 401.4.1 iSoils: Geotech or Prescriptive 403.1 Footings: (2)#4's continuous Yes No T403.1 Footing Size Yes No 403.1.2 Continuous Footings(D2) Yes ✓ No 403.1.3 lVertical Reinforcement: #4 @ 4'/hook Yes -✓ No 403.1.3.1 Stem Wall: (2)#4's horizontal Yes No _ 403.1.16 Foundation anchors: 1/2 inch o-144' Yes No 403.1.7.1 Clearances from Slopes Yes No 404 Foundation Walls(see Tables) Yes No .1.2.3.7.3 Wall Openings:Verts within 12" ea.Side Yes ✓ No 405.1 Foundation Drainage or exception___ Yes No 406.1 Damproofing(basement) Yes No ,cl 407 !Columns:4 X 4 and R317 Yes No 408.2 Crawl Vents 1:300 and 3' of corners Yes No 408.3 Unvented Crawl Space lies No 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes o Architectural 303 Light/Ventilation: 8%and 4% Yes No 303.2 Whole House Fan IYes No 303.3 Bathrooms: 3%or 50cfm IYes No 303.X Stairway Illumination IYes No 304.1 Habitable Rooms: 120sf min. Yes _ No 304.2 _ Other Rooms: 70sf min. Yes No 305.1 Ceiling Height: 7 feet min. .Yes No 307.1 Plumbing Fixture Clearance !Yes No 308.4 Safety Glazing: Hazardous Locations Yes No Life Safety 310.1 Emergency Rescue Windows: 5sf/5.7sf Yes No 310.2 Window Wells Yes No 803 Roof Sheathing _ Yes No 806 Roof Ventilation: 1/150 high and low Yes i No 807.1 _ Attic Access: 22" X 30" Yes �No 905.2.7 Underlayment 'Yes No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 Equipment Access: 30" X 30" Yes _ No 1305.1.3 Appliances in Attics Yes No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes No 1307.2 �Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes No 1307.3.1 'Protection from Impact Yes No 1401.3 Equipment Sizing: WSEC Yes No Chapter 14 Specific Appliances I I Yes No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes No 1502.4.5 Length Identification _ Yes �No Chapter 18 Chimneys and Vents Yes No Chapter 24 Fuel Gas and Piping Yes I No Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review Prescriptive Energy Code Complin�n,ce for All Climate Zones in Washington. . Project Information Contact Informatiot. Dawson Fire Re-build Gonzales Design Partners 17706 Hillside Court P.O. Box 97 Arlington, WA 98223 Arlington,WA 98223 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed.In addition,based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant Authorized Representative Date All Climate Zones R-Values U-Factors Fenestration U-Factorb n!a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC°,e nda nda Ceilingk '4' 0.026 Wood Frame Wall,,`"," 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 a:029 Below Grade Wall°" 10/15/21 int+TB 0.042 Slabd R-Value&Depth 10,2 ft n/a "Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with:sufficient options from Table R406,2 so as W achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits 0 Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in##1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Owetling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions less than 500 square feet: 5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1a 0.5 ❑ I Efficient Building EnvelopeIb 1.0 ❑ Received 1c Efficient Building Envelope 1c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ MAR 2 2 2018 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air.Leakage Control and.Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 1.0 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 0 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 ❑ 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .=co, iuous insulation, int .= intermediate fram a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+T$"means,R-10:oontinuous,i,ns.ulat.ion on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wand at the interior of the basement wall. "10/15/21.+TB"sWil:lae;permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SH,GC regruaaements ihAhe.Ma,r4ine.Zone. f Reserved. ' Reserved. " Reserved. The second R-value applies when more than half the Insulation Is on the interior of the mass wall. j Reserved. k'For singYe rafter-,orydist-vaulted teiiinggs, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. Received MAR 22 ?,018 W017"', r �j_I� Sim to Heating System Size:Washington State This heatIng system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State t-neray Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heafino loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Pro ecl(nformafion Contact tn(ormatron Dawson Fire Re-build Gonzales Design Partners 17706 Hillside Court PA.Bolt 97 Afington,WA98223 1,Wngton,WA98M Heating System Type: *11OdwsysteW OtetPWm To see detailed instructions for each section,place your cursor on tyre word'Instructions" Design Temperature Instructions Marymlie i7estgn Te!'tpera$Ut'e Difference(6T) 47 AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 1.866 Average Ceiling HeISM Conditioned Volume Instructions Average Ceiling Height(ft) 8.0 14,928 Glazing and Doors U-Factsw X Asea = UA Instructions 0.30 293 87.75 SkVlicltft U-FactDr X Area = UA Instructions 0.50 L 8 4.00 Insulation Attic U-Factor X Area = UA Instructions �I•,R� senevaoced 0.026 1,319 34.29 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No selection � --- Above Grade Walls(see Figure d] U-Factor X Area UA Instructions R-21Intermediate 0.056 1.887 105.67 Ai Floors U-Factor X Area UA Instructions hr�R-30 0.029 1319 38.25 Below Grade Walls(see Figure n U-Factor X Area UA Instructions 1 $elect It-value w IJ No selection -- Slab Below Grade(see Fiaure d) F-Factor X Lien th� UA Instructions Select cmditiorting �1 t1}o selection ... Slab on Grade(see noure d) F-Factor X Length UA Instructions I' 4 jam' Select R-yak�e _� No selec ol, Re ce v . Location of Ducts MAR n Instructions MAR 2 2 A q 18 umm�ditioned span• � Duct Leakage Coefficiertt 1.10 wm'- Sum of UA 269.97 Envelope Heat Load 12,688 Btu/Hour Figure 1. Smra UAX,1T Air Leakage Heat Load 7,577 Btu/Hour votumeX o-6XATX.018 uo.tcr+oe Burhding Design Heat Load 20,266 Btu/Hour Air Lea/rage-Envetope Heat Loss Building and Duct Heat Load 22,292 Btu/Hour _, Ducts as uneorol4.vxrd space-Sren orBmiMFng dthvR Lass X F.d0 Duds in condrloned space:Sum of Buldng Heat Loss X 1 Maximum Heat Equipment Output 31,209 Btu/Hour and DLct flaW Lea X 1.40 rorFora:ed AkFwnace Buddng and Dud Heat Loss X 125 for Heat Pump (07101113) v ��.�.y�r t ',. +�f( l ..�i ,T Window, Skylight and Door Schedule Project information Contact information Dawson Fire Re-build Gonzales Design Partners 17706 Hillside Court P.O. Box 97 Arlin ton, WA 98223 Arlington, Washington 98223 Width, Height Ref_ U-factor Qt. Feet inch Feet inch Area UA Exempt Swinging Door(24 sq. ft. max.) a1 0.30 1 3 P 6 a 20.Gj 6.00 Exempt Glazed Fenestration (15 sq. ft. max.) jall 130 11 15 10 14 10 1 1 20.01 6.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet inch Feet inch Area UA windows Al 0.30 16 4 �' 3 b 84.0 25.20 windows Al 0.30 1 3 ° 3 5 10.5 3.15 windows Al 0.30 1 2 ° 3 6 7.0 2.10 windows Al 0.30 2 2 5 1 6 7.5 2.25 tempfinsul glass french door Al 10.30 1 6 ° 6 " 40.0 12.00 garage access man door Al 10.30 1 1 3 ° 6 e 20.0 6.00 windows Al 0.30 1 3 ° 1 4.5 1_35 windows Al 0.30 2 2 jo 3 s 14.0 4.20 windows Al 0.30 1 6 ° 3 b 21.0 6.30 windows Al 0.30 2 6 ° 4 s 54.01 16.20 windows Al 10.30 2 2 ° 4 6 18.0 5.40 windows Al 0.30 1 4 ° 3 ° 12.0 3.60 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 a0l 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 O.Of 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 o.00 Sum of Vertical Fenestration Area and UA 292.51 87.75 Vertical Fenestration Area Weighted U=UA/Area 0.30 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet In ' Feet In, Area UA insulated skyW A2 0-50 1 2 ° 4 ° &01 4.00 0.0 0.00 0.0, 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 8.0 4.00 Overhead Glazing Area Weighted U=UA/Area 1 0.50 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 340.5 103.75 .I F O R T E MEMBER REP( / ) .Level,Flwr.-Jast PASSED 1 piece(s)2 x 10 Hem-Fir No. 2 @ 16" OC Overall Length:17 6" 12.6" 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Resu is Actual 0 l oar A9tsred p4mult lDF load:CA n4inmllian(Pattern) System:Floor Member Reaction(Ibs) 344 @ 2 1/2" 1367(2.25") Passed(25%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 290 @ 1'3/4" 1388 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 1022 @ 6'3" 1917 Passed(5311/6) 1.00 1.0 D+1.0 L(All Spans) 9alk%ng Code,.IBC 2015 Live Load Defl.(in) 0.149 @ 6'3" 0.302 Passed(L/972) 1.0 D+1.0 L(All Spans Design Methodology:ASD Total Load Defl.(in) 0.209 @ 6'3" 0.604 1 Passed(L/694) 1.0 D+1.0 L(All Spans) Tl-Pro'"Rating N/A N/A Deflection criteria:LL(L/480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 11'3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'5"o/c unless detailed otherwise. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered In analysis. rnl1 lagW loads to Supports(MM) I Supports Total AvaltaMe Req�ed D-d Floor Talal Ameseari� 1-Stud wall-HIP 3.50" 2.25" 1.50" 10D 250 350 1 114"Rim Board 2-Stud wall-HF 3.50" 3.50" 1.50• 100 1 250 350 Bloddrg •Rim Board is a bbD carry all loads applied directly abm a It 6fmassing de member being aesi� •Blocking Panels are assumed to carry no bads applied directly above Urem and the full bad is applied to the member being desgned. Dead Floor turns Loads location(side) spaday (0.90) 1 (1.00) Comraml5 1-Uniform(PSF) 0 fp 12'6" 16" 12.0 1 30.0 Residential 59e®ina Afeas Member Notes second floor framing option /^� Weyerttaemw Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 111 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the aufhorhy having jurisdiction The designer of record,bonder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Received MAR 22 18 Forte Software Operator Job Notes 3/20/2018 12:37:05 PM Ruth Gonzales Forte v5.2,Design Engine:V6.6.0.14 Gonzales Design Partners dawson.4te (425)344-9942 Gonzales Des ignPartners@hotmaiI corn Page 1 of 1 F O n T E MEMBER REPL ) Levol,F/wr.JaW PASSED 1 piece(s) 18"T3I0 360 @ 16" OC Overall Length:25' o — 0 All locations are measured from the outside face or left support(or left cantilever end).AII dimensions are horizontal. Deign Results Ac®r0!Location Agoned uDIF Loa&Geebtrntlan(pan®") System:moor Member Reaction(Ibs) 694 @ 2 1/2" 1202(2.25") Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 684 @ 3 1/2" 2425 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 4230 @ 12'6" 9465 Passed(45%) 1.00 1.0 D+1.0 L(A"Spans) Bulkling Code,.IBC 2015 Live Load Defl. in 0.296 @ 12'6" 0.615 Passed 1-/995 -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.415 @ 12'6" 1.229 1 Passed L/711 - 1.0 D+1.0 L(All Spans) TJ-Pro'"'Rating 43 40 Passed -- -- Deflection criteria:LL(L/480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 5'9"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 24'10"o/c unless detailed otherwise. A structural analysis of the deck has not been performed. Deflection analysis Is based on composite action with a single layer of 23/32"Weyerhaeuser Edge-Panel(24"Span Rating)that is glued and nailed down. Additional considerations for the TJ-ProT"Rating Include:1/2"Gypsum calling,bridging or blocking at max.8'o.c.. Dead"6e"gih t»isllrsuppsrts(Pos) FkKw supports Total A„m'1a61e P-quilrea Dead Lim Taw Ameseori� 1-Stud wall-HF 3.50" 2.25' 1.75, 200 500 700 11/4"Rim Board 2-Stud wall-HF 3.50" 2.25" 1.75' 200 500 700 1 1/4"Rim Board •Rim Board is assumed to can all loads applied directly above k,bypassing die memtler b6V deyyned. Dead floor ttilre 1-Uniform(PSF) 0 to 25' 16" 12.0 30.0 Resrdenbal— SleeNnQ Areas Member(totes -- -- - upper floor framing plan Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design crlteda and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servlces/s_CodeReports.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Received MAR 22 z018 Forte Software operator Job Notes 3/20/2018 12:36:48 PM Ruth Gonzales Forte v5.2, Design Engine:V6.6.0.14 Gonzales Design Partners dawson.4te (425)344-9942 Gonzales Des ignPartners@hotmail corn Page 1 of 1 �1 „_��' 1 ..i ;� -.� �I F O R T MEMBER RfPC L.evet FharDapBmm PASSED 1 piece(s)6 x 12 Douglas Fir-Larch No. 1 Overall Length:12'6" + e AII locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. bmign 1Rts<i}!8 t grs?n,;Floor f Member Reaction(Ibs) 3350 @ 2" 12031(3.50") Passed 28%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 2680 @ 1'3" 7168 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 9918 @ V Y 13538 Passed t731Va) l.DD 1.t)D+VD L tA"Spans) 9u1k"Code'.IBC 2015 Live Load Defl.(in) 0.196 @ 6'3" 0.406 Passed((/743) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.263 @ 6'3" 0.608 Passed(L/555) - 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 12'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'6"o/c unless detailed otherwise. Applicable calculations are based on NDS. Lensm Supper Toth Availlabte Rimed Dead l Tafal Accessories 1-Column-HF 3.50' 3-W LW- M S00• 3350 Bloddng, 2-Coiurrm-'"F 3.9r 3.51f" 1.%- 00 1 SW 3350 Nodum •Blocking Panels are assumed to carry no loads applied directly above them and the full bad is applied to the nm nber being deserted. Try Dead Floor lfie Loads taolim(55de1 Width (0.90) (1.001 cafr orm� [.D-Self WeigFrt{PLF,) Oto 12,6" I %/A .1iz0 1-Uniform(PSF) 0 to 12'6-(Front) 10, 12.0 40.0 Re9dgl4al-lmrg Areas NeMbee-Pbotles deck beam Weyerhaeuser Notes __ l SUSTA*UU E fORfSW INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servlces/s_CodeReports.aspx. The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator .deceived MAR 2 2 2018 wriz,- Forte Software Operator ,lob Notes 3/21/2018 8:57:21 AM Ruth Gonzales Forte v5.2, Design Engine:V6.6.0.14 Gonzales Design Partners dawson.4te (425)344-9942 GonzalesDesignPartners@holm ail.cam Page 1 of 1 _,�_: w� .I�._,,�, � r Permit Information Date 3/30/2018 Permit Number 1912 Project Name Dawson Applicant Name Gonzales Desgin Partners Applicant Address PO Box 97 City, State,Zip Arlington,WA 98223 Contact Ruth Gonzales Phone 425-344-9942 Email gonzalesdesignpartners@hotmail.com Permit Type Residential Addition Site Address 17706 Hillside Court Valuation 185000.00 Status Applied Permit Issued Permit Expires Square Feet 1867 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use Second Story Addition Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 00870600004200 17706 HILLSIDE CRT DAWSON JOHN D 111 Single Family Residence-Detached Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# (HANSEN&HANSEN CONSTRUCTION IRON HANSEN 1360-435-54051 1CONTRACTOR IlLabor&Industries IHANSEHC189KM Review Date Type Description I Target Date Completed Date I Assigned To Status 3/30/2018 ZON 4/13/2018 IlBuilding Iln Review Fees Fee Description Notes I Amount Building Plan Review Feel 345.83.00.001 1 $1,382.05 Totall $1,382.0 Uploaded Files Upload File Date File Uploaded B 1 3/30/2018 3:46:29 PM 11912 Application pdf Foster,Kristin '03HS1113VIS3 121-"51 X -3M SI 3ON3aIS3m Ol 1N33VraV NOIIVI103A llINn SM3aN31X3 1nOdSNM04 301AONd • €3lUZ g g dvp '011Sb'Id }{O`�lff H'�lk1U�l ��Hf101~F i�Z NfH1FM i �`d3t1d 3Ob�321f1S SnOlA213dW1 • IIOS a31`dAVOX3 83A0O aNV 3IId NOO1S • o �' J�•�1 r J-l"1� -2 ��G 1 1 1 NIH11M dW8 Q3AONddV H3H10 NO OUSVId Z °) 'XVW M 33N3a'IS3a 3MI-jV0N3 `aOS `H3-inw /M a3213AO3 38 llVHS `M3AOO _ (j� ln0 S3213H1b'33 Sltl12131b�W IIId�iOb� 3Al1b�lIJ3A JNI)iOb� ai ` • O r 8 l IIOS . IIOS a3SOdX3 Z cn © Sd a3Sf138 01 IIOS 031VAdOX3 �lll ano "IS-3,3113V� IN3�y3:0YMN cn Z - '03HSllaVIS3 Al1N3NHWN3d 3SIMN3H10 1S38 1:13HIO aoPB S3lVl3MVMIS `3ON33 Dm ION 33NVGNnlSla aNHI 30 SH311H 1llS) 'S32 nsv3W 10HIN03 N011`d1N3Wla3S 0O cy � - � X IlV NO NOISON3 IIOSI0MINOO T `NIVH AAH3H NOIS0213 'dW31 llVlSNl NOIlOn211SNO3 Sv HOBS `SN.OLLIC11 oor NgHj-V3M 3V3A3S- JNlallfl8 ao/'8 JNIab2IJ d0 INVIS 01 NOINd • aNVISH11M NVO IVHI M3AO3 aNnouo '3400 Am aNV S33I13VNd 1N3W3E)VNVW t--i jvz�j- uf� III a 3AUVII03A 1N3NVWM3d V HSI18VIS3 1938 HIM AldWOO;AWNS NNOM 311:9-11V • 33NVId333d Nouon211SNO3 IVNW 01 UOINd • '3NOHd 19 3-lSV3 `M3MOd 'N011onuiSNOO tl31YM `N3M3S onand =3'an-13M S3111111n • 2lc;-, a lO3f oNd 1f10 nUH1 `dW8 Mad `AHIN3 'SNOISN3WIa AdR13A t4oiionuiSNOO NIVINIVIN a0/T 3a1AOUd \ al31d 'A3Amns V ION Si SIHI 'SWVMDO id a3(133N Sid NOIlOnNISNOO d0 V3HV X JNlddVW 3NIINO A1NnO3 `213NMO :10-3OIS -1`11H NM6(3 IV 3"3N3d 1I1S 3aIAOtld • i �� JIB,a3alAOUd.NOUViA6llO:M N"V-]d 311S • S31ON NHId 311S I M I I fill1I O _ ol - - C), - - -- GL y - X —� I i - O T l I II II If t I 251 I 01 MAIN FLOOR PLAN NOTESi. a 2. REMOVDE ALL LABOR AND MATERIIALSAS REQUIREDTO REMOVE ALL E DRYWALL, WI WINDOWS, REMAINING FRAMINGAND,ELECTRICAL, PLUMPING, FIRE,WATER C.N1,NK3 FIRE DAMAGED �D E I rpGhf I L) ✓ r/ SMOKE OR o� - RESIDUAL DAMAGE DONE BETWEEN FIRE AND START OF RECONSTRUCTION, 3. ALL BEAMS AND HEADERS TO BE 4 x 8,MINIMUM,UNLESS NOTED OTHERWISE. 4. PROVIDE OR MAINTAIN SOLID BLOCK OVER SUPPORTS. S. NEW&REPLACEMENTBNTERIOR&EXTERIOR BEARING WALL FRAMING SHALL BE 2 x6 a 16"o.c.(UNO) 1',t' I - si' Op �GF-F�J�j k �2Jy -( N �'� y. 7pMl� 8. NEW&REPLACEMENT INTERIOR NON-SEARING WALL FRAMING SHALL BE 2 x 4 @ 16"o.c.(UNO) _ T. NEW&REPLACEMENT PLUMBING WALL FRAMING SHALL BE 2 x 6 @ 16"o.c.(UNO) -,.. SUPPORT ALL BEAMS WITHP OSTS OF EQUAL WIDTH UI`I,IG) I� J 13 _ -b�£='- - -�'';:- 10 9 FASTEN ERSGALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED 'F !� �I I I I M 2, ! - GALVANIZED. M I z 10. PROVIDE 11D-VOLT INTERCONNECTED HARDWIRED SMOKE DETECTORS(SD)WITH BATTERY BACK 00 (�/ __ ........... ...--. . N UP,GARAGE,UNDER STAIR AND AT EACH BEDROOM. .�- i, I .- 'I 11.PROVIDE 110-VOLT INTERCONNECTED HARDWIRED COMBINATION CARBON MONOXIDE I SMOKE ao x 5 r' p I `,�Jt i C:/ -� rf,�Il �i'o�I''�1 l�I; k��n I I- DETECTORS(CD/SD)WITH BATTERY BACKUP,CENTRALLY LOCATED ATEACH FLOOR LEVEL M �I �2, � I,_� pJ; � - 1U2Gr�iY✓JIvI � _--.._„Ix. �._ � I�� 12.PROVIDE AND MAINTAIN OUTSIDE AIR TO ALL GAS APPLIANCE LOCATIONS VENT MECH.EQUIPMENTTO o PROVIDE R- • L_0�_'" 13. VIDE R-38 DENSE BATS INSULATION WITH VAPOR BARRIER AT ROOF/CEILING SYSTEM. !W - - yI Pi P�FilxNl a l7��IL m 15.PRQVIDEGENERALINSULATION,PERPRfSCRIPTIVE ENERGYOODE REQUIREMENTS,AT WARM a r F - ' GL SPACE 14.W OVS END EXTERIORGUARDRAIL WITH INTERIOR STINGS LESS DE R 3 min BATT INSULATION IN FLOOR STH2"MAXSIZE orCTURE OVER CR BWFRAMED HALF WALL. .. lz 17.PROVIDE*36 GUARRAIL AT INTERIOR STAIRS WITH 2" AX,DIM. w �. W uN - �D- -- - - I - N - 1� 18.FIRE BLOCK ALL PLUMBING PENETRATIONS,FIRE BLOCK @ 10'-0"INTERVALS,VERTICALLY IN WALLS. o 0. 6 - Q 19.PROVIDE WATER HEATER WITH SIESMIC BRACING ANCHORS,PRESSURE RELIEF VALVE WITH N I O O 1 �j� I '�- RELEASE TO EXTERIOR,PRESSURE TANK AND OVERFLOW PAN W/DRAIN TO EXTERIOR,HEATING > > WATER HEATER IF ELECTRIC'&LOCATED INAN UNCONDITIONED SPACE I _ (1-'- �� INSULATION BLANKET. \� O 3 �\ O INSULATION PAD UNDER it \ LI. ELEMENTS TO BE LOCATED+18 AFF INSTALL AN INCOMPRESSABLE R-I WRAP WATER HEATER W/ 20.PROVIDE OR MAINTAIN ONE LAYER 5/8 TYPE W GYPBOARD,FIRE.TAPED AND PAINTED AT WALL Mgr (1 SEPERATION BETWEEN GARAGE AND LIVING SPACE,WALLS,EXTEND TO UNDERSIDE OF ROOF `r ly "Q o © - -� '0.r1 �,,, - SHEATHING M INSTALL AT CEILING. s' �XfG 07�FJ ING1 Ly(Jq� e/YJ ��"Li�1< <' 4 � ry� '}J I I� k I, 21.PROVIDE OR MAINTAIN 20 MINUTE FIRE RATED DOOR TO GARAGE FROM LIVING SPACE.DOOR SHALL BE 1 3/8"THK MIN W/SELF-CLOSING HINGES&SMOKE SEAL PERIMETER. N p _ I. Vi-p ' Vf77 OGP}1 �" I `I' 22.REPLACE FLOOR FRAMING AS NEEDED DUE TO FIRE DAMAGE,MATCH EXISTING DEPTH. Z '� ` GF'IK�UI{U N =Q 23.REPLACE SCREW,VERIFYE GED AND MATCR SHEATHING H H EXISTING DEPTH.ITH'/e"T&G PLYWOOD OVER FLOOR FRAMING,GLUE AND 9 �I y- ,,x'y rc 'n n O -\ U.VENT EXHAUST FAN TO EXTERIOR.PROVIDE EXHAUST FAN AT BATHROOM.,KITCHEN AND LAUNDRY. _ lv I �/ 61NK. - Pj k I I I 0 c _,,,. °1)° c{1 25.PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS. WOOD er \/ _ �I --- II -. __ - 26.PROVIDE 1/2"AIRSPACE BETWEEN CONCRETE&NON PREASURE TREATED . a I 27.MAINTAIN EXISTING SCREENED FOUNDATION VENTS.CODE REQUIRES 1af OF VENT NET FREE AREA 1U 2 I II ID - �r 3-'�I .....--... ......��_ (p3✓l° OPI F6 efolr ! FOR EACH 150 of OF CRAWL SPACEAREA. 28.PROVIDE AND MAINTAIN CRAWL SPACE ACCESS AT EXTERIOR MINIMUM 18"x 24"W/INSULATION& 1L� WEATHER SEAL AT PERIMETER MAINTAN ACC EBB 7HRU OUT ENTIRE CRAWL SPACE / (}' p�ji}-ItLj 29.REPLACE AND REPAIR ALL SIDING AT EXTERIOR WALLS AS NEEDED DUE TO FIRE DAMAGE,SIDING TO MATCH AND TIE INTO EXISTING.. 30.PROVIDE REPLACEMENT EXTERIOR TRIM AS NEEDED TO MATCH EXISTING.INSTALL WITH PRE- if r j _ �\ �L �,� I ) �� • -.,,.._ r FINISHED METAL DRIP-FLASHING.CAULK ENTIRE PERIMETER,(UNO). Oj 31.THE INTENT IS TO MATCH AND TIE INTO THE EXISTING RESIDENCE AND MATERIALS. N X'Z. AI,IU NO cf 1� - ---.r� FLOOR PLAN NOTES C W��� ,ppl-% _ ri��Lr, p 1. ALL BEAMS AND HEADERS TO BE 4 x 6,MWdMUM,UNLESS NOTED OTHERWISE. Gtk A2 v r• I r3z 2. PROVIDE OR MAINTAIN SOLID BLOCK OVER SUPPORTS, ,� '.'. �!n a✓_ }I f I ICI I ��� + 3. NEW INTERIOR&EXTERIOR BEARING WALL FRAMING SHALL BE 2 x 6 @ 16"o.c.(UNO) '�r"�I'r/ N' 4. NEW INTERIOR NON-BEARING WALL FRAMING SHALL BE 2 x4 @ 16"o.c.(UNO) y M`( -- 5. NEW PLUMBING WALL FRAMING SHALL BE 2 x 6®16"o.c.(UNO) I I 6. SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH(UNO). i' '!� j 7. ALL FRAMING HARDWARE TO BE SIMP50N.PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS.ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. S. PROVIDE 110-VOLT INTERCONNECTED HARDWIRED SMOKE DETECTORS(SO)WITH BATTERY BACK UP AT BEDROOM. 9. PROVIDE 1 10 VOLT INTERCONNECTED HARDWIRED COMBINATION CARBON MONOXIDE/SMOKE y 1' DETECTORS(CD/SD)WITH BATTERY BACK UP CENTRALLY LOCATED AT EACH FLOOR LEVEL 11.PROVIDER 30 min SE BATT INSULATION INLO H STRUCTUAPOR RE ER OVER CRAW SPACELING SYSTEM. b4� I A n I 11.PROVIDER 30 min BATT INSULATION IN FLOOR STRUCTURE OVER CRAWL SPACE (z p j l 12.PROV40E GENERAL INSULAT40N,PER PRESCRIPTIVE ENERGY CODE REQUIREMENTS,AT WARM K I �- - WALLS AND EXTERIOR WALLS OF LIVING SPACE, 13.PROVIDE+36•HANDRAIL AT INTERIOR STAIRS WITH 2'MAX.DIM. I,F I 1(I _ 14.PROVIDE+36"GUARDRAIL WITH OPENINGS LESS THAN 4"IN SIZE or+36"FRAMED HALF WALL. '!C ram.-- --- --- - ,_ _ -,....._.._-... ._..._.... ._. ..__..... _.--....,._-_... / _........__.... 16.FIRE BLOCKALL PLUMBING PENETRATIONS.FIRE BLOCK @ 10'-0'INTERVALS,VERTICALLY IN _.. WALLS q°?Jo (o°/,V Cp 18.VENT EXHAUST FAN TO EXTERIOR.PROVIDE.EXHAUST FAN AT BATHROOM,. 17.PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS. 18.PROVIDE AND MAINTAIN CRAWL SPACE ACCESS AT EXTERIOR MINIMUM 18"x.24"Wt INSULATION&. WEATHER SEAL AT PERIMETER.MAINTAIN ACCESS THRU OUT ENTIRE CRAWL SPACE 19.REPLACE AND REPAIR ALL SIDING AT EXTERIOR WALLS AS NEEDED DUE TO FIRE DAMAGE,SIDING TO MATCH AND TIE INTO EXISTING. 20.PROVIDE REPLACEMENT EXTERIOR TRIM AS NEEDED TO MATCH EXISTING.INSTALL WITH PRE-FINISHED METAL DRIP-FLASHING.CAULK ENTIRE PERIMETER,(UNO). 21.THE INTENT IS TO MATCH AND TIE INTO THE EXISTING RESIDENCE AND MATERIALS. ---------- ,�-c�.e +�� ------ �1'-cr�ri raer�'►c�-1�I+I�>,�s pL �i-IIsN�u t�I� M 2X 1�!M W 1 - 00 )_ �LAroLI U Pi _I o - o a LL �^ - - ` 1 12 �I p E461 of m 0 J o (O 2 o I,I o z - --- I _ cl �a 00 q_1 ROOF FRAMING PLAN --- - - w 1. PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO REMOVE ALL REMAINING FIRE DAMAGED o ROOFING,FRAMING AND ASSOCIATED MATERIALS AS NEEDED TO ACCOMMODATE NEW PLAN. - 2. ALL BEAMS AND HEADERS TO BE 4 x 8,MINIMUM,UNLESS NOTED OTHERWISE. 3. PROVIDE OR MAINTAIN SOLID BLOCK OVER SUPPORTS. m (Y-i-`- 4. PROVIDE ALL LABOR AND MATERIALS AS REQU}i2EDTL1 REPLACE ALL RENrANJING FIRE DAMAGED- tROOFING,FRAMING AND ASSOCIATEDMATERIALS. 5. ROOF FRAMING SHALL BE PRE-MANUFACTUREDTRUSSES @ 24"o.a„SEE PLAN FOR PROPOSED FRAMING TYPE AND LAYOUT.PROVIDE SIMPSON HARDWARE AS NEEDED FOR A COMPLETE INSTALLATION. -------- -- 6^ OVER FRAMING AREAS SHALL UTILIZE AN OVERBUILD TRUSS PACKAGE OR 2 x 8 RAFTERS @ 24"O.c., SEE PLAN FOR LOCATION 7. PROVIDE LADDER FRAMING AT GABLE ENDS,2 x 4 @ 24"o.c.,SEE PLAN FOR LOCATION PROWDE CONTINUOUS METAL GUTTER ON 2 x CEDAR FASCIA. 9. PROVIDE 11150 x ATTIC SQUARE FOOTAGE OF ATTIC VENTILATION ATEAVES OR 1/300 x ATTIC SQUARE bpJ FOOTAGE OF ATTIC VENTILATION IF 50%IS:AT THE EAVE AND.50%IS AT THE RIDGE- W -_ ALL ROOF AREA:1803 sgft x 1I300= 6.01 sgft or 865A4 sq in NET FREE AREA i4 ------------ - - 10.ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT !i APPROVAL OF THE ENGINEER'S CALCULATIONS&MODIFICATIONS. V:! _ - 11.ROOF FRAMER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. p 12^ROOF FRAMER TO PROVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. F t3.ALTERATIONS OF FRAMING LAYOUT SHALL BE COORDINATED WITH'THE ENGINEER W -- - - - 14.PROVIDE 22"x 30"min.20 MINUTE FIRE RATED ATTIC ACCESS DOOR WITH 30"CLEAR HEAD SPACE z - ' I ABOVE.DOOR SHALL RE.SELF-CLOSING:HINGES.AND SMOKE SEAL AT PERIMETER,.MAINTAIN ACCESS F THRU OUT ATTIC WHEN CONDITIONS MEET ABOVE REQUIREMENTS. S.PROVIDE SPLASH BLOCKS AT DOWNSPOUTS,SEE ROOF FRAMING PLAN FOR DOWNSPOUT LOCATIONS. N .�,. I e 16.ROOFING MATERIAL TO BE ASPHALT COMPOSITION SHINGLES,PROVIDE ZINC STRIP&CONTINUOUS z w w SCREENED RIGE VENT. Q) 0. (, I+� '1' , Inc, -i TRUSS NOTES 1. ALLTRUSSESTOBE'DESIGNED BY.7APROFES$IONAL ENGfNEERATtb FABRICATED,INSTALLED zc. _ _ I V AND BRACED AS SPECIFIED BY ARCHITECT,ENGINEER AND TRUSS MANUFACTURE ..- _ I 2. ALL ROOF TRUSSES SHALL CARRY A MANUFACTURER'S STAMP 3. ROOF TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF THE ENGINEERS CALCULATIONS&MODIFICATIONS N N 60 4. PROVIDE TRUSS DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING INSPECTION. Z µ� ` 5. TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. \\CC 6. TRUSS MANUFATURER TO PROVIDE ALL METAL HANGERS FOR ALL TRUSS CONNECTIONS. V 7. ALTERATIONS OF TRUSS LAYOUT SHALL BE COORDINATED WITH THE ARCHITECT AND BUILDING Ue� -O ..__- - -- .. _..IL._ _.._.___.__ DEPARTMENT. LV Gii��r s% Deg GENERAL NOTES 11� 1. .ALL JOISTS,RAFTERS,STUOS BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR BETTER"Fv=75psi, Fb=850 psi,E=1300000 psi UNLESS NOTED OTHERWISE 2. ALL SAWN BEAMS,.HEADERS,POSTS,LINTELS,AND GIRDERS,4 NOMINAL SHALL BE DOUGLAS FIR LARCH#2 OR BETTER Fv=95 psi,Fb=875 psi,e=1600000 psi; 'NOM,SHALL BE DOUGLAS FIR-LARCH#1 N --- 7 � OR BETTER Fv=85 psi,Fb-875 psi, E=1300000psi.UNO,ON PLAN. • 3. ALL GLUED-LAMINATED TIMBER SHALL BE KILN DRIED DOUGLAS FIR 24 F-V4 OR BETTER,Fv=175 psi,Fb 2400 psi,E=1500000 psi. O UPPER FLOOR FRAMING PLAN NOTES o 1. PROVIDE ALL LABOR AND MATERIALS AS REO II RED TO REMOVE ALLMATERIALS NEEDED FOR �z INSTALLATION OF NEW UPPER FLOOR FRAMING AND ALL REMAINING FIRE DAMAGED DRYWALL, WINDOWS,DOORS,FINISHES,ELECTRICAL,PLUMPING,CABINETS,ETC. I'-I II 2. REMOVE ALL REMAINING FRAMING AND SHEATHING DAMAGED BY FIRE,WATER OR SMOKE OR r ! -�} `V : RESIDUAL DAMAGE DONE BETWEEN FIRE AND START OF RECONSTRUCTION AND AS NEEDED FOR = t, WSTALLATION OF NEW UPPER FLOOR FRA!`ONG. I 'J �" II I ( 3. ALL BEAMS TO BE 4x10 UNLESS NOTED OTHERWISE(UNO) x `I I+c-J �'Ism, 4. EXTERIOR&INTERIOR BEARING WALL FRAMING SHALL BE 2 x 6 @ 16"o.c.(UNO) .5. INTERIOR NON-BEAWNIG WALL FRAAMNG SHALL BE 2 x 4 @ 16"o.c.(UNO) 6. SOLID BLOCK OVER ALL SUPPORTS, x x 7. ALL WOOD POSTS TO BE 4 x 4 or 6 x 6(6x8 @ BEAM BUTT JOINTS)SUPPORT ALL BEAMS W/POSTS OF EQ WIDTH. STING FOUNDATION 9. MOOR RAAMIING,TQ BE 2O lTs(aZW o.c.,.BLOCK PER MAM'IFACTURER,AuGN WITH ANID WORK FROM - - EXISTING FLOOR ELEVATION. 10.PROVIDE''/."T&G PLYWOOD OVER FLOOR FRAMING,GLUE AND SCREW. 11.FIRE BLOCK @ 1fP-0"fNTERVALSVERTICALLY IN WALLS: 12. 13.ALL AIRSPACE LFRAMING HARDWARET BE CONCRETE SIMPSON PROVIDE ALL MANUFACTURERECOMMENDED FASTENERS. ` ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. I' RESIDENCE ELEVATION NOTES - T - 1. REPLACE AND REPAIR ALL EXTERIOR SIDING AS NEEDED DUE TO FILE DAMAGE.MATCH EXISTING 2. REPLACE AND REPAIR WINDOW AND DOOR TRIM AS NEEDED DUE TO FIRE DAMAGE.MATCH EXISTING.PROVIDE PRE-FINISHED METAL DRIP-FLASHING.CAULK ENTIRE PERIMETER,(UNO), d: PROVIDE CONTINUOUS PRE-FIISHED METAL GUTTERS ON:2 x WOOD FASCIA. 4. ROOFING MATERIAL SHALL BE ASPHALT COMPOSITION SHINGLE ROOFING. PROVIDE ZINC STRIP& - .CONTINUOUS SCREENED RIDGE VENT 04 EE r -1 II L. ..._ J DE - - - prn - _._ T ` � o L)Q I _ � Lu 3: _J --- ----_ 5 cn o - - En I- ---- Lu N xz I _ s ! n ' 1.. c� C•.;(i �j,,� �`, ii _ _ G�L�1 yJ. =1 I __III _ - it Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Dawson Fire Re-build Gonzales Design Partners 17706 Hillside Court P.O. Box 97 Arlington, WA'98223 Arlington, WA 98223 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size:of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant Authorized Representative Date All Climate Zones R-Valuea U-Factors Fenestration U-Factor° n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCS� n,,a nla Ceilingk 49i 0.026 Wood Frame Wa119,m" 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 30�1 0.029 Below Grade Wall°m 10/15/21 int+TB 0.042 Stab RA(alue&Depth 10,2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits 121 Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ 1 b Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c .Air Leakage Control and Efficient Ventilation 2c 1:5 ❑ 3a High Efficiency HVAC 3a 1.0 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 1.0 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 0 0.5 5b Efficient Water Heating 5b 1-0 ❑ 5c Efficient Water Heating 5c 1.5 ❑ 5d Efficient Water Heating 5d 0.5 OJ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions ,Table R402.1.1 Footnotes .For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ""10/15/21.+T8".means.R-10:continuo.us,insula.tion on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the anterior of the:basement wall. "10/15/21.+TB"shall'be;permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wali. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SH.GC requ(irements irnthe Marine.Zone. f Reserved. g Reserved. " Reserved. The second R-value applies when more t'han'ha'lf the Insulation is on the interior of the mass wall. Reserved. )For single ranter-or joist-vaunted ceilings,the,insulation may be reduced to R-38. Reserved. M Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. Sfmpte°Heafing System Size:Wastifn ton State This heating system sizing calculator is based on the Prescriptive Requirements of the 2016 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator wiR calculate beating loads only.ACCA procedures for sizing cooling systems should be used to detemaine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Dawson Fire Re-build Gonzales Design Partners 17706 Hillside Court ,P.O.Box 97 Arrington,WA 98223 Arrington,WA 98223 Heating System Type: @°y ottiff system CHeac Ptnw To see detailed instructions for each section,place your cursor on the worts°7nstruchons' Design Temperature Instructions —_- _ DesQn �e 9�tarysatse T Difference 1 47 - , 4T=lrrdiwr(70 degrees)-Outdtwr Desiyn Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 1 1.866 Average Ceiling Height Conditioned Volume Instructons Average Ceiling Height(ft) 8.0 14,928 Glazing and Doors U-Factor X Area = UA Instructions 0.30 293 87.75 SkVlkgbU U-Factor X Area = UA Instructions 0.50 8 4.00 Insulation Attic U-Factor X Area = UA R-38Advanced 0.026 1.319 34.29 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA nstrt,cions Seled R-value . No selection — Above Grade Walls(see Figure 1) �~ U-Factor X Area UA Instructions — ---- —----- ------ R-21Intermediate W 0.056 1.887 105.67 Floors U-Factor X Area UA Instructions 0.029 1319 38.25 R-30 q Below Grade Walls(see figure 1) U-Factor X Area UA Instructions 'Select R-value w '. No 3eleCtlOrf — Slab Below Grade(see Fioure 1) F-Factor X Length UA Instructions Select c No selection �.' cn ciecr�rg v — Slab on Grade t--_Foure 1) — —M —y F-factor X Length tLeng—th UA Instructions ---- E�J Sett R-Va?uz ---_--- 7 ; O SLtE+GtBofl -- Location of Ducts Instructions _.._..._.-----_---_._-- Duct Leakage Coefficient Unconditioned Space w. 1.10 Sum of UA 269.97 Envelope Heat Load 12,688 Btu/Hour Figure 1. _SrmafuaXAT Air Leakage Heat Load 7,577 Btu/Hour -6 VolumeX 0.6XdTX-018 AboveGraae Building Design Heat Load 20,266 Btu/Hour 5_J Air Ledkage+Envelope Heat Loss Building and Duct Heat Load 22,292 Btu/Hour Lkw&en urxordtioned space Suer of axkta9 Heat Loss X 1.70 Ducts in conditioned space:Sum of aur7ding Heat Loss X 1 Maximum Heat Equipment Output 31,209 Btu/Hour Banking and Duct Heal Easy X 1.40'forFctued AarFumarx Bur7drng and Duct Heat Loss X 1.25 for Heat Pump (07101113) Window, Skylight and Door Schedule Project lnformatian Contact Information Dawson Fire Re-build Gonzales Design Partners 17706 Hillside Court P.O. Box 97 Arlington, WA 98223 Arlington, Washington 98223 Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) a1 0.30 1 3 ° 6 $ 20.0 6.00 Exempt Glazed Fenestration (15 sq. ft. max.) jal 1.30 1 15 10 14 10 1 1 20.01 6.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet 1"ch Feet Inch Area UA windows Al 0.30 6 4 ° 3 6 84.0 25.20 windows Al 0.30 1 3 ° 3 6 10.5 3.15 windows Al 0.30 1 2 ° 3 6 7.0 2.10 windows Al 0.30 2 2 6 1 6 7.5 2.25 templinsul glass french door Al 10.30 1 6 ° 6 $ 40.0 12.00 garage access man door Al 0.30 1 3 ° 6 6 20.0 6.00 windows Al 0.30 1 3 0 1 6 4.5 1.35 windows Al 0.30 2 2 ° 3 6 14.0 4.20 windows Al 0.30 1 6 0 3 6 21.0 6.30 windows Al 0.30 2 6 ° 4 6 54.0 16.20 windows Al 10.30 2 2 ° 4 6 18.0 5.40 windows Al 10.30 1 4 3 3 0 12.0 3.60 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0E�, 0.00 0.0 0.00 6.0 0.00 Sum of Vertical Fenestration Area and UA 292.5 87.75 Vertical Fenestration Area Weighted U = UA/Area 1 0.30 Overhead Glazing (Skylights) Component Kdth Height Description Ref_ U-factor Qt. Feet Inch Feet Inch Area UA insulated skylight A2 10.50 1 2 °" 4 ° 8.0 4 00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 8.0 4.00 Overhead Glazing Area Weighted U= UA/Area 0.50 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 340.51 103.75 E MEMBER REPORT Leve!Floor.Joist PASSED J 1 piece(s) 2 x 10 Hem-Fir No. 2 @ 16" OC Overall Length: 12'6" 0 5 0 , All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Result Acbra)p Locabon ANOWed PJ!Wk LDF Load:ComVination ice) System:moor Member Reaction(Ibs) 344 @ 2 1/2" 1367(2.25") Passed(25%) - 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 290 @ 1'3/4" 1388 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 1022 @ 6'3" 1917 Passed(5311/o) 1.00 1.0 D+1.0 L(All Spans) Building Cade IBC 2015 Live Load Defl.(in) 0.149 @ 6'3" 0.302 Passed(L/972) - 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.209 @ 6'3" 1 0.604 1 Passed(L/694) 1.0 D+1.0 L(All Spans) T]-Pml-Rating N/A N/A Deflection criteria:LL(1./480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at IVY o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'5"o/c unless detailed otherwise. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered in analysis. Bearing Length Loads to SuppartS(Ibs) Supports Total Available Required Dead L 7a3ai Accessories 1-Stud wall-HF 3.50" 2.25' 1.50" 100 250 350 1 1/4'Rim Board 2-Stud wall-HF 3.50" 1 3.50" 150' 100 250 350 Blocking •Rim Board is assumed 10 carry all loads applied directlyabove it,bypassiM the member being d •Blocking Panels are assumed to carry no loads applied r8relty above them and the full Load is applied to the member being designed. Dead now Lire Loads Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 12'6" 16" 12.0 30.0 Sleeping Areas Member Notes second floor framing option Weyerhaeuser Notes SUSTAINME FORESTRY INmATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details, (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.She designer of record,Wider or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software operator Job Notes 3/20/2018 12:37:05 PM Ruth Gonzales Forte v5.2, Design Engine:V6.6.0.14 Gonzales Design Partners dawson.4te (425)344-9942 GonzalesDesignPartners@hoimail.com Page 1 of 1 MEMBER REPORT revel F;bor.Joist PASSED �l F 0 R T E 1 piem(s) 18" T]I® 360 @ 16n oc Overall Length:25' 0 L All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Ativa}0 Location AtlamNal ReMAt U* Lead:CAMbinall"M Vallitell System:F oor Member Reaction(Ibs) 694 @ 2 1/2" 1202(2.25") Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 684 @ 3 1/2" 2425 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 4230 @ 12`6" 9465 Passed(4511/o) 1.00 1.0 D+1.0 t(All Spans) Buiiding Code'.19C 2015 Live Load Defl.(in) 0.296 @ 12'6" 0.615 Passed(L/995) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.415 @ 12'6" 1.229 Passed(L/711) 1.0 D+1.0 L(Ali Spans) TJ-Pro'"'Rating 43 40 IPassed I-- Deflection criteria:U.(1-/480)and TL(1./240). Top Edge Bracing(Lu):Top compression edge must be braced at TV o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 24'10"o/c unless detailed otherwise. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge—Panel(24"Span Rating)that is glued and nailed down. Additional considerations for the TJ-Pro"Rating Include:1/2"Gypsum ceiling,bridging or blocking at max.8'o.c.. Be-iwgte—ob' t tilksupports(I-) Supports Total Available Requital Did loo Flr Total Accessories 1-Stud wall-HF 3.50" 2.25" 1.75" 200 500 700 1 1/4"Rim Board 2-Stud wall-HF 3.50" 2.25" 1J5" 200 500 700 1 Ihr Rim Board •Rim Board is assumed to can ail loads applied directly above it byloassingg the am9nber beir4 de§gned- Dead Floor Uwe ve leads location(Side) Sparing � fn_go) (--OD) Lamrneats ! 1-Uniform(PSF) 0 to 25' 16" 12.0 30.0 Resmdenhai Sleeping Areas Member Notes upper floor framing plan //�� Weyerhaeuser Notes 0tMABL SUSTAE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy,com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator ,lob Notes 3/20/2018 12:36:48 PM Ruth Gonzales Forte v5.2,Design Engine:V6.6.0.14 Gonzales Design Partners dawson.4te (425)344-9942 GonzalesDesignPartners@hotmail.com Page 1 of 1 F O R T E MEMBER REPORT La vat FAmr Lmp.B-.arr PASSED 1 piece(s)6 x 12 Douglas Fir-lards No. 1 Overall Length: 12'6' + 0 O Y I 1 t 1 1 I 1 ya�� i tE All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. n,Resifts. ACWd0UC0*X j A%MvW Iveaft MW Ffaor Member Reaction(Ibs) 3350 @ 2" 12031(3.50") Passed(28%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 2680 @ V 3" 7168 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 9918 @ V Y 13638 Passed t73111o) 1A0 1.1131 D+1.0 L tAll Spans) Rommg case:19C 2015 Live Load Defl.(in) 0.196 @ 6'3" 0.406 Passed(L/743) 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.263 @ 6'3" 0.608 Passed(L/555) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 12'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'6"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearir Lengrb [pads to swopo"s(tbs) Sapper Total Available ILegWted Dead L Tolai Accessories 1-Column-HF 3-50" 3'W I-W 850 2500 3350 Blocking 2-Column-HF 3.50' 3.50" JI._W M 2500 3350 fflaclmg •Blocking Parcels are assumed to carry no loads applied directly above them and the frill load is applied to the member being designed. Thbutartr Dead Floor Lure Loads ILoratiun(side) wrath QL90) (1.00) Comments D-Self Weigtrt{PLF) 0.t1D 12 6' .bVA ..1&0 t-Uniform(PSF) 0 to 12.6"(Front) 10• 12.0 40.0 Re9denbal-Living Areas Member Notes deck beam i Weyerhaeuser Notes SLISW,tAea_FORESTRY wlTwnvE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 3/21/2018 8:57:21 AM Ruth Gonzales Forte v5.2, Design Engine:V6.6.0.14 Gonzales Design Partners dawson.4te 1425)344-9942 GonzalesDesignPartnersahotmaii corn Page 1 of 1 x g f y \ �o q� - ➢zoo �11 -642 I I=1111 �o ��_ = J1 o MIN. o ➢z 36"MIN a $ az @ 30"A60VE N GCE) v o a 56"MIN 6'-8"MIN.NEAPVOOM8" EXISTING EXI511NG \7�� MAX.( J REMOVE&PEPLAGE A5NEEI7E RIR zo 9'-0"MIN. „ rn � z� all ^ $6 0 D z� J ` O_ N�O➢G V , O O � -� Z _ Q Ili=lliii 11 O a�`zg � illl z�OD a D a Q a z o s a z CZl GSZOJZ �43 G O � �zco s m y z N \ N O o z O oo a _ O x N a EXI51ING EX15TIIN6 REMOVE&VI,ACE EXI511N6 2 x 10's 8'-0" w w A5 NNFPFV 8„ z � VARIES C,s \ _7Caoz o#z = z 11 III-IIIIII IIIII ;I Cl Q N N y^ ti^ x Z 6 z zo O N D� ➢� zDa Z az� Z ~ Sl EXf'G.EOUNPAfION 81 8"MIN. 8'0° 2xI0s 8'-0" w � VERIFY s z s �� z IIIII•�:;: -IIIII e a \ p � z w p o N O y Q E" ' QI O O o N N y ~ �a � D a moo Qom ➢za ° o o - REV. DEESS PM L5 6ONZAL�5 PF516N R o REV. 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DESCRIPTION: BY: DATE: 9 PM50N FAMILY - FIp� p��3UI�b perms 9'22"' 11706 Hillside Court Arllnotor,WA 98225 Akll TON,WA 98225 1t8(425)34-9992 Permit#: 1912 Permit Date: 03/30/18 Permit Type: RESIDENTIAL ADDITION Project Name: Dawson Applicant Name: Gonzales Desgin Partners Applicant Address: PO Box 97 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Ruth Gonzales Phone: 425-344-9942 Email: gonzalesdesignpartners@hotmail.com Scope of Work: Second Story Addition Valuation: 185000.00 Square Feet: 1867 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 05/03/2018 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00870600004200 17706 HILLSIDE CRT DAWSON JOHN D 111 Single Family Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License# HANSEN&HANSEN RON HANSEN 360-435-5405 10131 MORAN CONSTRUCTION COA 600 435 389 CONSTRUCTION RD CONTRACTOR HANSEN&HANSEN RON HANSEN 360-435-5405 10131 MORAN CONSTRUCTION Labor&HANSEHC189KM CONSTRUCTION RD CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/29/2018 R20.SFR/DUPLEX Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status RESIDENTIAL ZONING 03/30/2018 VERIFICATION Approved see red-lined drawings. BUILDING Fees Fee Description Notes Amount Building Plan Review Table 4-2 $1,382.05 Building Permit Table 4-1 $2,126.23 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Total $3,539.78 Attached Letters Date Letter Description 04/27/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/03/2018 Jennifer Gott 69824686 cc $3,539.78 Outstanding Balance $0.00 Notes Date Note Created By: Kristina from Safebuilt inspected drywall/shearwall.The inspection card was not on site to 08/14/2018 complete.The inspection has been approved. Kristin Foster Uploaded Files Date File Name 05/03/2018 3440478-1912 Issued Permit.pdf 03/30/2018 3205913-1912 Application.pdf Date: 03/20/2026 Permit#: 1912 Permit Date: 03/30/2018 Review Date: 03/30/2018 Permit Type: RESIDENTIAL ADDITION Review Type: RESIDENTIAL ZONING VERIFICATION Target Date: 04/13/2018 Scheduled Time: 00:00 Completed Date: 04/17/2018 Description: Approved see red-lined drawings. Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00870600004200 DAWSON JOHN D DAWSON JOHN D 17706 HILLSIDE CRT 17706 HILLSIDE CRT ARLINGTON, WA 98223-7867 Zoning: 111 Single Family Residence - DetachedLot: Block: Zb66bb4C57,b) 41Z96 VM'N0ZN11Yd IN 3Nl' RZ-4Z99 G6X04JOd £ZZ86 tlM ` ITH 90LL6 R7tl 8MOM 13S 1IM13d j 12if10�301S 7lIH NJI51LI 51 VZNO� � �31V0 �A0 - :NOIldRJ�S34 '�323 - Y J A o ' z Ow3 = z z w =a c� Y aH �p c� ca U W `L '� Q Zp� Jay m a z Q Z Z ¢ w Z ��"1T ( a d 0 m Y n M 3 H z w Q K W O 9 W m Y O V W© Q O �z 0 ar ggw� Q �ZF¢�d SOp p x w t= m K p } OJ Jz H Q X pa w Nwo LU QJ�x QT 6u O LL x pa w mW� �S QJ x } QQ Q W�i r a wQ>KZ W p0 W H W Z ¢ ~ w0� W Jfw- a Nro wo �gw N =H¢¢O¢ �o a w� w tWio J O w` = XON N =� ?� 3 m a10 � r Oww oumi>�¢'S .� "' pa x ow 3aW ¢ ? g= �- zSU�w ow aw F a s Cl,° g `w.... w yay1� W m vz Ow .� O z ZU^ W>W W j0- n W 0 Zw FO- O> NNK m K Om O W ZU W> N U K Qom„ (gF210 xZ Um $xW �aW - mw OO Z _C Y �LL LL Z W U gx-a LL Z W �•'< ' w� z¢V> wyC amwoZ Zz aio O mS-'O ¢ °z .r<-J' N ZQZN- m m3o �- W - wa03 o �a pt li rri U J5 ¢¢¢r-S <� - o U w ,� w� ._------- �r W w Jrc-J Wy Qr Z ip� a OWUJ� LLQ �d x<r U' ¢ ,. 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OWNER:JOHN DAWSON CONTRACTOR:HANSEN & HANSEN oBADDRESS:17706 HILLSIDE COURT OWNER ADDRESS: 17706 HILLSIDE COURT USE ofBUILDING: SFR PLAT NAME:HIGHLAND VIEW ESTATES VB/U R3 Description of Work:ADDITION LOT# 42 PERMIT NO: BLD-1912 Sprinklered:NO CONDITIONS:ADHERE TO APPROVED PLANS DATE ISSUED: TYPE GROUP DEPARTMENT INSPECTION DATE DATE PASS FAIL INITIALS FOOTING BUILDING FOUNDATION INSPECTION LINE UNDERFLOOR (360)403-3417 SHEARWALL PLUMBING (groundwork) GAS PIPING(groundwork) ROUGH PLUMBING ROUGH GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATING) ROOF DRAINAGE DEVELOPMENT STORM INFILTRATION SERVICES GRADING INSPECTION LINE CURB GUTTER&SIDEWALK (360)403-3417 LANDSCAPE DRIVEWAY UTILITIES SIDE SEWER INSPECTION LINE SEWER CLEANOUT/FINAL (360)403-3508 WATER SERVICE INSPECTION WATER SERVICE FINAL CROSS CONNECTIONFINAL (360)403-3417 FINAL INSPECTION All sections must be signed off prior to final inspection Electrical must be signed off prior to final inspection COMMENTS: