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HomeMy WebLinkAbout7304 HAWKSVIEW DR_BLD1917_2026 I � N 0 T I C E TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: ici l I I I LOT#: I DATE: 4 T� JOBADDRESS: ��C `r (k(,� view iv 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:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION CON THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON N o� f U NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL °CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: s{ LOT#: DATE: I J '" JOB ADDRESS: TYPE OF INSPECTION: �,Urb uk - )a C ❑ 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:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 2 01-- 7v i.� �c PLAc� 10 / EA We-- THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 l�D s r INSPECTOR DATE � OR, r/BI 1LDING DEPT. n PLANNING DEPT. CITY OF ARLINGTON t RESIDENTIAL PERMIT APPLICATION­.,!.:Y • Department of Community do Economic Development r 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. Pro ect Address: 7304 Hawk Plat:sview Dr. Arlinton, Wa 98223 00898300001000 j _ _ 01 Single-family ❑ Duplex 01 Townhouse ❑i Addition ❑ Accessory structure Proposed Area: 1"Floor: 1808 2`d Floor: 1086 Garage: 514 Total SF: 2894 Describe Proposal (include cross street): New construction of family home Lot 10 in Hawksview estates. Valuation: � 2J Ins VMc a-mTyc Owner:Vine Street Group 516 N Olympic Ave Arlington Wa 98223 Address: City: State: Zip Code: ._ — Phone: 3604358625 Email: andrew@vinestreetgroup.com Applicant:Andrew Mckinley Address: 516 N Olympic Ave City:Arlington State: Wa Zip Code:98223 _ Phone: 3603226257 Email:andrew@vinestreetgroup.com Contractor: West Edge Development Address: 516 N Olympic Ave City:Arlington State:Wa Zip Code:98223 Phone: 3603226257 Email: westedgedevelopment@gmail.com Contact Person: Andrew Mckinley License Number:WESTEED824D2 Expiration: 4/21/18 6/16LP Page 1 of 3 60Y °�' RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development fit! City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out K plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 1 CAI Sink (1.5) x 1 Shower (2.0) x Lavatory (1.0) x 5 Clothes Washer (4.0) x 1 Water Closet(2.5) x 3 [), Dishwasher (1.5) x 1 Q Water Heater x 1 Hose Bibb (2.5) x Water Heater Model # �] Other (list) x 1 Tub Plumbing Section Continued Proposed Water Piping Size: 1 Proposed DWV Material: abs Proposed Piping Material: poly Proposed DWV Size: 3 • 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 h Economic Development ill O 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: 0' Furnace (80+) Model# AFUE Heat Pump Model# DC-GSZ160361 SEER 14-16 HSPE �i AC Unit Model# SEER Type II Hood Q Commercial Cooking Appliance Hydronic Piping Q. Boiler 0 Solid-Fuel Appliance ❑ PV System Fireplace Insert ❑ Outdoor BBQ Storage Tank Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: Cl Pipe Material: Pipe Size: 3/4" Total BTU's of all Appliances:200,000+- 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: \ O Print Applicants Name: A4 r../ M h 6/16LP Page 3 of 3 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:7304 Hawksview Drive Permit#:1917 Parcel#:00898300001000 Valuation:500000.00 OWNER APPLICANT CONTRACTOR Name:WEST EDGE DEVELOPMENT Name:West Edge Development Name:West Edge Development Address:PO BOX 430 Address:516 N Olympic Avenue Address:516 N Olympic Avenue City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:360-322-6257 Phone:360-322-6257 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: ` B 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. IBCI10/IRC110. SALES IUKX NOTICE:Sales taxrelating to construction and construction materials in the City of Arlington s reported on your sales tax return form and cod C' +f Arlington on, 0 . Signature Print Name Date Rcl '-.1 B L�z ` Dulc CONDITIONS ttc SEE REDLINED PLANS THIS PERMIT AUTHORIZE 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 6/18/2018 Building Permit Fee $4,671.43 6/18/2018 Building Plan Review Fee $3,036.43 6/18/2018 Gas Outlets Base Fee 1 to 5 $10.00 6/18/2018 Mechanical Fee(Enter Fixture Fee) $50.00 6/18/2018 Mechanical Permit Base Fee $25.00 6/18/2018 Plumbing Permit Base Fee $25.00 6/18/2018 Plumbing Permit Fee(Enter Fixture Fee) $216.00 6/18/2018 Processing/Technology Fee $25.00 6/18/2018 State Building Code Surcharge Fee $4.50 6/18/2018 Water Heater $25.00 Total Due: $8,088.36 Total Payment: $0.00 Balance Due: $8,088.36 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 y 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: 7304 Hawk Plat: sview Dr. Arlington Wa 98223 00898300001000 10 Single-family Duplex Townhouse Addition Accessory structure Proposed Area: 111 Floor. 1432 2nd Floor: 978 Garage: 656 Total SR 2412 Describe Proposal (include cross street): New single family construction on Hawksview Dr. in Gleneagle development. House to be constructed will include 4 bedrooms, 3.5 bath, and 3 car garage. Valuation: 500,000 owner: West Edge Development Address: 516 N Olympic Ave City: Arlington State:WA Zip Code:98223 _ Phone: 360 3226257 Email: westedgedevelopment@gmail.com Applicant:Andrew Mckinley Address: 1810 284th St Ne City: Arlington State: WA Zip Code:98223 _ . Phone: 3603226257 Email:westedgedevelopment@gmail.com Contractor: West Edge Development Address: 516 n Olympic Ave City:Arlington State:WA Zip Code:98223 _ _ Phone: 3603226257 Email: westedgedevelopment@gmail.com Contact Person: Andrew mckinley License Number:WESTEED824D2 Expiration: 3/22/19 6(16LP Page 1 of 3 'Y 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 2 Sink (1.5) x 1 [� Shower(2.0) x 1 Lavatory(1.0) x 6 Clothes Washer (4.0) x 1 Water Closet(2.5) x 4 Dishwasher (1.5) x 1 [ Water Heater x 1 f� Hose Bibb (2.5) x 2 Water Heater Model# D Other(list) x Plumbing Section Continued Proposed Water Piping Size: 1 inch Proposed DWV Material: Poly Proposed Piping Material: PEX Proposed DWV Size: 3/4 inch • 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) 6116LP Page 2 of 3 �48y`. °�' RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington- 18204 59th Ave NE -Arlington,WA 98223 • Phone(360)403-3551 !N(i'� Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: 101 Furnace (80+) Model# GMVC960403BN AFUE 96% U 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 QI Freestanding Stove Gas Piping U Other Gas Piping Information Not Applicable: !�I DI Pipe Material: Pipe Size: 3/4 inch Total BTU's of all Appliances:250,000 Distance from Meter to Furthest Appliance: 75 feet • 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: Print Applicants Name: +���P�v )&4,616, ,( 6/16LP Page 3 of 3 Site Plan For: Address: 7304 Hawksview Dr. West Edge Development LLC Arlington Wa, 98223 Lot io North i iPlan: Scale: l"=20'0" Land Unit Area= 6,979 S.F. ST { N. ^ A 1 t O\ ti j Notes: Pao POrcgl i. Roof and Footing Drains 2 2 to be Connected to S 1 S'F Development Drainage System. 2. See Gleneagle HOA Plat Received Maps for Road Widths. JUN 11 2018 Andrew W.Mckinley ivegtedaede�,c]opmcnK@gmail.= 3603226257 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: LOT#: DATE: JOB ADDRESS: �i f;(��-1 TYPE OF INSPECTION: Cl 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:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR BUILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON i V` - NOTICE I�` 1 1-le-IJk TO PERMI'ITEE AND/OR OWNER O PARTIAL APPROVAL O CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: LOT#: DATE: 1,z�_` I JOB ADDRESS: 7A)t j\�, I't�,\I1r�� TYPE OF INSPECTION: `C U` t ❑ 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. Cl 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 Cl CALL FOR REINSPECTION T THE ACTIONS OR CORRECTIONS INDICATEDABOVEAREREQUIREDWITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE )n BUILDING DEPT. °PLANNING DEPT. CITY OF ARLINGTONov ��� it 1 �� I i NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: LOT#: DATE: JOB ADDRESS: i_� TYPE OF INSPECTION: , ,,r i h Ltk , r ( Ct S ❑ 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. Cl 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 i=,r►c 'Al P�.rlOdc THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 .d�� INSPECTOR DATE t BUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON • �i i NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O'APPROVED PERMIT#: LOT#: DATE: Icl JOB ADDRESS:- 1 j� ��A_� \ I _ 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:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Lf rrZ f"L �_ z!!Uyeiz- i35K, ru x3 P 1`'t PEs I f Lr l A,`� 1F'a N l Ju L. AIL-1- yL-xzrs THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE ,p4UILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON i �+ i i OTICEvo TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: LOT#: DATE: 11 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:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION S`T rzA r cI ToP P II�Z - THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Y BUILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON �I i NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ®-APPROVED PERMIT#: nLU I `7 LOT#: DATE: - JOB ADDRESS: TYPE OF INSPECTION: r ❑ 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:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Wl LL ii/GGV 70 _flLl.t, THE ACTIONS OR(:ORRF.C'170NS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE UILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON r �I 1 1 I CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:7304 Hawksview Drive Permit#: 1917 Parcel#:00898300001000 Valuation:500000.00 OWNER APPLICANT CONTRACTOR Name:WEST EDGE DEVELOPMENT Name:West Edge Development Name:West Edge Development Address:PO BOX 430 Address:516 N Olympic Avenue Address:516 N Olympic Avenue City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:360-322-6257 Phone:360-322-6257 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB 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 RC W 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 NOTICE:Sales twirelating to construction and construction materials in the City of Arlington s reported on your sales tax return form and cod C f Arlington# 0 7 = _ _ / �}►�r;Qr-e4^ 7\q/l ignature Print Name Date V B ` Date CONDITIONS &Xaw SEE REDLINED 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 6/18/2018 Building Permit Fee $4,671.43 6/18/2018 Building Plan Review Fee $3,036.43 6/18/2018 Gas Outlets Base Fee 1 to 5 $10.00 6/18/2018 Mechanical Fee(Enter Fixture Fee) $50.00 6/18/2018 Mechanical Permit Base Fee $25.00 6/18/2018 Plumbing Permit Base Fee $25.00 6/18/2018 Plumbing Permit Fee(Enter Fixture Fee) $216.00 6/18/2018 Process ing/Technology Fee $25.00 6/18/2018 State Building Code Surcharge Fee $4.50 6/18/2018 Water Heater $25.00 Total Due: $8,088.36 Total Payment: $0.00 Balance Due: $8,088.36 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,' of Inspection being requested,and whether you pre norning or afternoon JARNOT ENGINEERING, INC. JOB— - 25414-127th St. SE SHEET NC ._` MONROE, WA 98272 -- - - of PH. (360) 863-1831 CALCULATEDBY` -- DATE - --- FAX (360) 863-1481 CHECKED BY DATE SCALE PROJECT: PLAN 241 2 LOCATION: ARLINGTON. WA CLIENT: WEST EDGE DEV. LLC JEI JOB NO.: 18-02- 100 CODE: 2015 IBC LIVE LOADS: FLOOR: 40 PSF SNOW: 25 PSF WIND: I 10 MPH ULT. EXP B SEISMIC: Ss= 1 .07. 5,=0.41 DESIGN CATEGORY D 51TE CLASS D DEAD LOADS: ROOF: ► 5 PSF FLOOR: 10 PSF SOIL: BEARING: 1 50O P5F LATERAL: -.. I I .MOT ENGINEERING, INC. JOB WEST EDGE 2412 10_02_100 P.O. Box 704 SHEET NO. 2 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY - - DATE FAX(360) 863-1481 CHECKED BY - DATE — 1.2 1.3 ae'-o• S 1 `7 D..d. 7•.BS• Il,.y�• 4.•y ____E't?.IT—__ II I I I I b 6T1✓DbpJ � I I �� bTHD19R, � I � ,sro,yrn nx a /O ® Bln.4 a xox � 79 aiwDl?rJ 11 ai.0 TWLL LCI DfEtT VENT GA1 FaEALAL'!: I ;—_----_---_ IB B'4[FFIT I-b' 79 bID O xp = K VTO. "TALL F9N 444ET I A I I LL a I m l %ITE 4 I I oa.w• I X t QNWj FAMILY � rT•.a>c 4 ucnn i I o � ♦ I � •s D EA3H \ Q O U o vfD, rw V7 UALL � I 5 \✓ ® IB m y C PAWFJ AsL NDRY © '? ® O kV ar+ KITCHcN 'elm ptf0 / ♦ " a � r 0 ailO,arV enocr7 a I 0Wm loam EATER6 Sret J s 8rwwe7 r♦<ASE1r aTa!3t 4'•6• A 9 VtO. �'J7cR o 4'fOv0H1W 00.D C011 A•a PANTRY sopM&Vo'1 /� j1 AQ 7pt!1 D07Q Nnr �7r4 HC IA 4EV•GWSY1b/.CZ A LTYE 1•B1P.&t.DL 1,•gip F� -- --- � u rw!s Izcrsn,rAWnaLD11 Rr9 L1al-140=TO WN NOA B4 arm.won a�xwe a44AWce. 7/4 H^ FOTER \♦ 41" b/0 BI-PASS t/ 3-CAR GQRt1stF 14 �7/4 N.^. L 1 p I —_—&M.R7Lr C4 tA�'+ED'pm ----1 r— I rJC67JIC.4®(l.:Lfw51! I man I I I o Ib I I I o a9 b xo / aH I I I �stH�NG1 a u� a7 1bIANA_g�rtCY Ox G4RAf.E 000R h4ral +eta OH r4XAW D I 7151 Lc: enAb at4DN af1gN 7'-4• 1e.-4. 5•.b• re•-4• SHEARWALL TYPE PER SGNEDLILE ON SHT.S-I MAIN FLOOR - 5GALE: I =10' 1 1 JARNOT ENGINEERING, INC. WEST EDGE 2412 18-02-100 P.O. Box 704 SHEET NO. 3 MONROE, WA 98272 of PH. (360) 863-1831 CALCULATED BY -_ _ DATE FAX (360) 863-1481 CHECK BY — DATE SCALE 2.2 2.3 �'-m•Tar_.. 15'-10• 4.•p. 15'•4' t'•U• T.�n. ---------- - I I I I I Ig xo _ oio.g�o I� I I 1 I _MASTER SUITE II exe• ;o II �I II i�I II I Il >'-lo• I a'-o• U ooW VAULTED CEILN:Q v ]T y Mn—e�TM I � r.w• . - uo a rMIA4 j 5D CR1 Eo N 2�—I:G � \\ $� I RIS 2.BJ I WIG a 1 WIG Y.W. �I I A a r O so cn R4s A♦ I a I c 1 �--' •D' S'.t' S\4J 1 7�ID IA •.7• p.-7. 1 N I 6EDROOM Y - 1 1 4 M D p 1 I v>,v o I I EGrass © No.snxo — — I e 0 1 ''--------- I [ass 1 51 WALL ! 2.G - --------- BELow OSHEARWALL TYPE PER SCHEDULE ON SHT.5-1 SCALE: V a Io' 'i JARNOT ENGINEERING, INC. JOB 25414-127th St. SE SHEET NO. OF _ MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE IAT� WIND: Values for simplified method from A5CE7-10 Figure 25.G-I Vult= 1 10 MPH EXP. B I: 1 .0 Roof pitch: 8 :1 2 Mean Roof Height: 24.0 kZt: 1 .0 Wind pressures: (A5D) Eave height: 19.0 Wall corner: 13.5 [Zone A] Min horiz plan dim: 44.0 Wall main: I O.G [Zone C] ?.= 1 .00 Roof corner: 9.2 [Zone B] 2a= 8.8 Roof main: 7.3 [Zone D] Note: corner loads are in addition to"main"loads 1 TO RIDGE (pIf) Gable hip HWALL HROOF Main Corner Corner 10 p5f min (A5D) V2= 4.0 10.0 I I G 30 -- 140 VI= 9.5 101 27 95 II TO RIDGE (pIf) Gable Hip Dormer Gable Nip (A51D) HWAL. HROOF HROOF HWAL. Main Corner Corner 10 p5f min V2= 4.0 5.0 9G 25 -- 90 V1= 3.5 101 41 -- 95 Secondary roof slope: Roof pitch: G :1 2 Wind pressures: Wall corner: 15.0 [Zone A] Roof corner: 2.4 [Zone a] Wall main: 10.9 [Zone Cl Roof main: 2.5 [Zone D] Note:corner loads are in addition to"main"loads 1 TO RIDGE Gable Hip HINALL HROOF Main Corner Corner 10 p5f min V2= 4.0 1 1 .0 71 1 G -- 150 V1= 9.5 103 40 -- 95 WIND 1/2 3/IG/2015 lateral-Nest Edge 2412 I JARNOT ENGINEERING, INC. °B _ 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE 'L=leeward, W=windward W Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line above L P Mod' L P Mod' L P Mod' L P Mod' W 2,2 14.3 96 10 71 2.07 Min 14.3 90 10 150 2.78 2.3 14.3 96 a 25 1 .59 Min 14.3 90 128 2.A I I 116 a 30 1 .54 Min 1 1 140 1 .54 2.13 22 1 16 2.54 Min 22 140 3.08 2.0 1 1 116 a 30 1 .54 Min 1 1 140 ),54 1 .1 0.00 10 71 a 16 0.85 Min 0.00 10 150 1 .50 1 .2 2.07 24 101 4.50 Min 2.78 24 95 5.06 1 .3 1 .59 14 101 a 41 3.36 Min 1 .28 14 95 2.61 I .A 1 .54 13 101 a 27 3.09 Min 1.54 13 95 2.78 I .B 2.54 28 101 5.37 Min 3.081 28 95 5.74 1 .0 1 .54 14 101 a 27 3. 19 Min 1 .54 14 95 1 2.87 WIND 2/2 311 G12018 Lateral-W-t Edge 2412 JARN®T ENGINEERING, INC. JOB _ 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE SEISMIC V = 0.7'5D5'I'W 0.082 W (Multiply by 0.7 for ASD) K 55: 1 .07 Fa= 1 .07 [Site Class D] K: G.5 5M5=Fa55= 1 .15 I: 1 .0 5D5=2/3 SM5= 0.7G Snow load: 25 p5f Seismic DL= 0 [.20'9n if Sn>30] WEIGHT: FLR 2 ROOF 15PSF(29'22+ I G"25)= 15.57 Story Ht: 8 EXT WALLS 8P5F'4'2(47+29)= 4.8G INT WALLS 7PSF'4(-1)(47+29)= 2.13 W= 22.G FLR I Story Ht: 9 ROOF 15PSF(2G"40+24'G)= 17.7G FLOOR I OPSF(29'22+ I G`25)= 10,38 EXT WALLS 8PSF'(9.5"2(47+29)+4.5'(48+24+20))= 14.8G INT WALLS 2. 13+7"4.5(I)(42+48)= 4.97 W= 48.0 Wt= 70.5 V= 5.81 SEISMIC DISTRIBUTION: SHEAR WALLS DIAPHRAGMS LEVEL W h Wh Vwh/Ewh EfI Ew, Efl/Ew, FpX/Wpx Fpx 2 22.G 18 40G. 1 2.GG 2.GG 22.G 0. 118 0. 118 2.GG 1 46.0 10 475.7 3. 15 5.81 70.5 0.082 0. 107 5.14 70.5 E= 88G 5.81 Fpxwpx =0.2'0.7"5D5'1"Wpx= 0.107 Fpx/Wpx =0.4'0.7'SD5'1'Wp,= 0.2 14 EQ 1/2 3/16/2018 lateral-W-1,Ed jc 2412 JARNOT ENGINEERING, INC. JOB -ie-- 25414-127th St. SE SHEET NO. of MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE REDUNDANCY Line %Vst V Lw Perimeter Bays 2.2 0.50 1 .33 37.2 Y 9.3 2.3 0.50 1 .33 40.8 Y 10.2 ELw= 78.0 Redundancy Check a: Min wall: 37.2 > h => complies Redundancy Check b: Min bays >2 Complles Overall: Complies Line %Vst V Lw Perimeter Bays 2.A 0.25 0.67 7.5 Y 1 .9 2.13 0.50 1 .33 13.0 Y 3.3 2.0 0.25 0.67 15.0 Y 3.8 ELw= 35.5 Redundancy Check a: Min wall: 7.5 % Reduction= 0.21 <.33 Complies Redundancy Check b: Min bays < 2 => Does not comply Overall: Complies Line V2 %V 1 V %Vst Lw Perimeter Bays 1.1 0.00 0.20 0.63 0.11 33.5 Y 7.4 1.2 1 .33 0.50 2.90 0.50 31 .5 N n/a 1.3 1 .33 0.30 2.28 0.39 37.2 Y 8.3 ELw= 102.2 Redundancy Check a: Min wall: 3 1 .5 > h => complies Redundancy Check b: Min bays >2 => Complies Overall: Complles Line V2 %V I V %Vst Lw Perimeter Bays I .A 0.67 0.25 1 .45 0.25 11.3 Y 2.5 1.13 1 .33 0.50 2.90 0.50 22.5 Y 5.0 ,C 0.67 0.25 1 .45 0.25 7.5 Y 1 .7 ELw= 41 .3 Redundancy Check a: Min wall: 7.5 % Reduction= 0. 18 <.33 Complies Redundancy Check b: Min bays < 2 => Does not comply Overall: Complies Numbered Lines: p= I .O Lettered Lines: p= 1 .0 EQ 212 3/1 G1201& Literal-Wept Edge 2412 JARNOT ENGINEERING, INC. JOB WF'T FDCCF 2412 1 8-0p-1 on 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 2.2 E= 1.33 P= 1.0 TYPE: P W= 2.07 WMIN= 2.78 <= L= 37.2 H= 8 ve=E/L= 36 <230 WALL TYPE I A vw=W/L=75 De5ign=0.7 I v= 53 <230 <= WALL TYPE I A ToT-E=veH= 0.29 ToT-w=vWH= 0.60 OK-No Holdowns Keq'd LINE 2.3 E= 1.33 P= 1.0 TYPE: P W= 1.59 <= WMIN= 1.28 L= 40.8 H= 8 ve=E/L= 33 <230 WALL TYPE I A vw=W/L= 39 Design=0.7 I v= 28 <230 <= WALL TYPE I A Tor-E=veH= 0.26 Tor-w=vWH= 0.31 OK- No Holdowns Req'd L I p 311 GI2015 �� i-%V,a edge 2412 I F-J�AR7NTGINEERING, INC. JOB-127th St. SE SHEET NO. d OF E, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 2.A E= O.G7 P= I.0 TYPE: P W= 1.54 wmmn 1.54 <= L= 7.5 H= 8 ve=E/L= 89 <230 WALL TYPE I A vw=WIL= 205 De51gn=0.7 I v= 14G <230 <= WALL TYPE I A Tor-e=VeH= 0.71 Tor-w=vwH= I.G4 Strap Wndow5 GDL-QE E Wall E Win v' TOT WDL Lo G DL Uplift E: 7.5 G.O 49 0.39 0.15 3 0.72 -0.33 W. 7.5 G.O 1 14 0.9 1 0.15 3 0.88 0.04 OK- No Holdown5 Req'd Short Segment 5hearwa115(<2:1 aspect ratio for 5e15m1c IOad5) [5DPW5 4.3.4.3] Ln h E L v h/2w VDES 3.8 5.0 O.G7 7.5 89 1.07 95 <230 WALL TYPE I A Short Segment 5hearwall5(<2:1 aspect ratio for wind Ioad5) [5DPW5 4.3.4.3] Ln h W L v h/2w VDE5 3.5 8 1.54 7.5 205 1.07 1 5G <230 WALL TYPE I B L 217 3/I G/201 B 2412 I I JARNOT ENGINEERING, INC. JOB_ WEST FDC'F 9d,2 25414-127th St. SE SHEET NO. A(Z OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 2.15 E= 1.33 p= 1.0 TYPE: P W= 2.54 WMIN= 3.08 <= L= 13.0 H= 8 ve=E/L= 102 <230 WALL TYPE I A vw=W/L= 237 De5Ign=0.7 I v= 168 <230 <= WALL TYPE I A Tor-E=veH= 0.82 TOT-vi=vWH= 1.90 E: (.6-.145DS) DL=(.6-.14SD5)W(Lw/2+---Lo)= 0.71 W: .6 DL=.GW(Lw/2+--Lo)= 0.86 W=1 2*.01 5+.06= 0.24 Lw= 6.0 Lo= 3.0 E: Uplift= 0.1 1 W: Uplift= 1.03 <= M5T37 LINE 2.0 E= 0.67 p= 1.0 TYPE: P W= 1.54 WMIN= 1.54 <_ L= 15.0 H= 8 ve=E/L= 44 <230 WALL TYPE I A vw=W/L= 103 De5ign=0.7 I v= 73 <230 <= WALL TYPE I A TOT-E=veH= 0.36 IDT-w=vWH= 0.52 Strap Windows GDL-QE F.Wall E Win v' Tor WDL Lo 6 DL Uplift E: 7.0 6.0 24 0.19 0.15 3 0.70 -0.51 W: 7.0 6.0 55 0.44 0.1 5 3 0.86 -0.41 OK- No Holdown5 Keq'd Short Segment 5hearwall5(<2:1 aspect ratio for 505mIC loads) [5DPW5 4.3.4.31 L h E L v h/2w vDES 3.8 8.0 0.67 15.0 44 1.07 47 <230 WALL TYPE I A Short Segment 5hearwall5(<2:1 aspect ratio for wind loads) [5DPW5 4.3.4.31 Ln h W L v h/2w VDE5 3.8 8 1.54 15.0 103 1.07 78 <230 WALL TYPE I B L 3P 3/16/2018 L+teral-Nest Edgc 2412 « :.� !�i: JARNOT ENGINEERING, INC. JOB - WEST EDL?E 2412 1,9 no 25414-127th St. SE SHEET NO. �/ OF _ MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE _ FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 1.1 E= 0.63 p= 1.0 TYPE: P W= 0.85 WMIN= 1.50 <_ V= 1500 L= 33.5 H= 5 v= 45 AB:v= 45 <275 5/8" A5 @ 48"oc s ve=E/L= 19 <230 WALL TYPE I A v�iv=W/L=45 De51gn=0.7 I v= 32 <230 <= WALL TYPE I A ToT-e=veH= 0.17 TOT-w=vwH= 0.40 OK-No Holdown5 Req'd LINE 1.2 E= 2.90 p= 1.0 TYPE: P W= 4.50 WMIN= 5.09 <= V= 5000 L= 31.5 H= 9 V= 161 A5:v= 161 <275 5/8" AB @ 48"oc s ve=E/L= 92 <230 WALL TYPE I A v�q=W/L= 16 I De51cgn=0.7 I v= 114 <230 <= WALL TYPE I A TOT-e=veH= 0.63 ToT-v✓=vwh= 1.45 O.T. OK by Inspection L 4/7 3/16/2018 I �_ I JARNOT ENGINEERING, INC. J88 25414-127th St. SE SHEET NO. / of MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 1.3 E= 2.28 p= 1.0 TYPE: P W= 3.36 <_ WMIN= 2.91 V= 33GO L= 37.2 H= 9 v= 90 AD: v= 90 <275 5/8" AB @ 48"oc ve=E/L= 61 <230 WALL TYPE I A vw=W/L= 90 De51gn=0.7 I v= 64 <230 <= WALL TYPE I A TOT-E=`/eH= 0.55 TOT-W=vwH= 0.81 OK-No Holdown5 Req'd Short Segment 5hearwalls(<2:1 aspect ratio for 5e15mlc loads) [5DPW5 4.3.4.31 L h E L v h/2w vDE5 3.0 9 2.28 37.2 6 I I.50 92 <230 WALL TYPE I A 3.5 9 2.28 37.2 6 1 1.29 79 <230 WALL TYPE I A Short Segment 5hearwall5(<2:1 aspect ratio for wind loads) [5DPW5 4.3.4.31 Ln h W L v h/2w vDE5 3.0 9 3.36 37.2 90 1.50 96 <230 WALL TYPE lb 3.5 9 3.36 37.2 90 1.29 82 <230 WALL TYPE I B L 5(7 311 G12015 L+tcral-V&A CAge 2412 JARNOT ENGINEERING, INC. +acfsr 25414-127th St. SE SHEET NO. /J OF MONROE, WA 98272 PH. (360) 863.1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE I E= 1.45 p= 1.0 TYPE: P W= 3.09 <_ WMIN= 2.78 V= 3090 L= 1 1.3 H= 9 v= 275 AB: v= 275 <275 5/8" AB @ 48"oc s ve=E/L= 129 <230 WALL TYPE I A vw=W/L= 274 De5ign=0.7 I v= 195 <230 <= WALL TYPE I B TOT-E=veH= I.I G Tor-w=V%'H= 2.47 E: (.G-.1451)5) DL=(.G-.145D5)W(Lw/2+--Lo)= 0.22 W: .G DL=.GW(Lw/2+-Lo)= 0.2G W=4'.01+.OG= 0.10 Lw= 2.5 Lo= 3.0 E: Uplift= 0.95 W: Uplift= 2.2 1 <= 5THD 10 Short Segment 5hearwa115(<2:1 aspect ratio for seismic loads) [SDPWS 4.3.4.3] L h E L v h/2w vDES 2.6 9 1.45 1 1.3 129 I.G4 21 1 <230 WALL TYPE IA Short Segment 5hearwalls(<2:1 aspect ratio for wind loads) [5DPW5 4.3.4.3] Lr, h W L v h/2w vDES 2.5 9 3.09 1 1.3 274 I.G4 319 <335 WALL TYPE 215 LINE 1.5 E= 2.90 p= 1.0 TYPE: P W= 5.37 Wmini= 5.74 <_ V= 5740 L= 22.5 H= 9 v= 255 AB: v= 255 <275 5/8" AB @ 45"oc e ve=E/L= 123 <230 WALL TYPE I A vw=W/L= 255 De51gn=0.7 I v= 181 <230 <= WALL TYPE I B Tor-E=veh= I.I G Tor-w=vwH= 2.30 E: (.G-.145D5) DL=(.G-.145D5)W(Lw/2+-Lo)= 0.3G W: .G DL=.GW(Lw/2+--Lo)= 0.44 W=4'.01+.OG= 0.10 Lw= 8.5 Lo= 3.0 E: Uplift= 0.50 W: Uplift= 1.8G <= 5THD 10 L 6(7 31 6/2018 la[cral-lVcnt Edgc 241 2 f 11 JARNOT ENGINEERING, INC. JOB WEST FDGF 24 1 2 18-n2-1 pn 25414-127th St. SE SHEET NO. �' OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE I E= 1.45 p= 1.0 TYPE: P W= 3.19 <= WMIN- 2.87 V= 3190 L= 7.5 H= 9 v= 425 AD:v= 425 —41 5 5/8" AB @ 32"oc s ve=E/L= 194 <230 WALL TYPE I A vw=WIL= 425 De5lon=0.7 I v= 302 <335 <= WALL TYPE 26 TOT-E=veh= 1.74 LRP TOT-v✓=vwl1= 3.52 E: (.G-.145C5) DL=(.G-.145Ds)W(Lw/2+—Lo)= 0.32 W: .G DL=.GW(Lw/2+--Lo)= 0.39 W=G'.015+.OG= 0.15 Lw= 2.5 Lo= 3.0 E: Uplift= 1.42 W: Uplift= 3.43 <= STHD 14 Short Segment shearwalls(<2r 1 aspect ratio for seismic loads) [5DPW5 4.3.4.31 L h E L v h/2w vDES 2.5 9 1.45 7.5 194 I.G4 317 <335 WALL TYPE 2A Short Segment shearwalls(<2:1 aspect ratio for wind loads) [5DPW5 4.3.4.31 L� h W L v h/2w VDE5 2.6 9 3.15 7.5 425 I.G4 494 <5G5 WALL TYPE 413 1-7/7 3/I G/2015 Ut-1-V/-t ease 2412 � N � +. JARNOT ENGINEERING, INC. JOBoo- 25414-127th St. SE SHEET NO. �� OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE VERTICAL 5m 1 Roof Beam Over 5talr5 L: 10 ft LDF: S w=9.5'40= 380 plf wLL=9.5'25= 237.5 plf d: 9.5 1n 8:L/ 240 8LL:U 3GO E: 2000' k51 M=1/awL2= 4.75 <1 .1 5' 1 3.OG V=w(U2-dl1 2)= I .GO <1 .1 5' G.43 'MIN= 8G < 250 8= 0.17 IMIN(LL)= 80 < 250 5LL= 0.1 1 R=wU2= 1 .90 KLL=WLLU2= 1 .1 9 3-1/2 X 9-1/2 P5L 5m 2 Garage JOlsts LDF: 5 P,: 0.2G 0.1 1 LL 0.04 LL 0.00 LL 17.5 w2: 0.05 LL w1: 0.01 P1=4.5'.045+.0G= 0.2G3 0.113 5.0 17.5 wI=10 10 0 22.5 w2=50 50 40 0.59 0.3G LL O.GO 0.45 LL M= 3.58 <1 .1 5' 10.2G V= O.GO <1 .1 5'3.35 wEQU1v= O.OG wLL-EQUIV= 0.04 IMIN= 58G < GG I 8: U 460 E: 1000 8= 0.50 'MIN-LL= 4 14 < GG I 8:. U 480 E: 1000 8LL= 0.35 1 1-78" PWI 90 @ I Toc IUS3.5G/I 1.88 V 1 /3 311812015 Beam-west Edge 2412 JARNOT ENGINEERING, INC. JOB- 1111EST E 24 I -< 25414-127th St. SE SHEET NO, P L OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Bm 3 Garage Header L: 16 ft LDF: 5 GLB Cv= 1 .00 w=3.5'40+590= 730 plf b: 5.13 wLL=3.5'25+360= 447.5 plf k: d: 15.0 in x: 10 a:U 240 5LL:U 480 E: 1800 k51 M=1/8wL2= 23.36 <1.1 5' 38.44 V=w(L/2-d/1 2)= 4.93 <1 .1 5" 13.58 InnN= 748 < 1441 S= 0.41 IMIN(LL)= 916 < 1441 SLL= 0.25 R=wU2= 5.84 RLL=wLLU2= 3.58 5-1/8 x 15 GLB Footing: f50„_= 1.35 P= 5,84 b=4(P/fSO1L)= 2.06 Perimeter Ftg O.K. Bm 4 Wdw Hdr @ Suite L: 8 ft LDF: 5 vv=9.5"40+8"50= 780 plf d: 9.5 in S:U 240 E: 2000 ksi M=1/5wL2= G.24 <1 . 1 5" 1 3.06 V=w(U2-dlI 2)= 2.50 <1 .1 5" 6.43 IM1111= 90 < 250 S= 0.14 R=wU2= 3.12 3-1/2 x 9-1/2 PSL Bm 5 Dining Rm Hdr L: G.0 ft LDF: 5 w= 1 3"40= 520 plf d: 9.3 in M=1/ewL2= 2.34 <1 .1 5" 4.49 V=w(Ll2-d112)= 1 .16 <1 .15* 3.89 R=wU2= 1 .56 4x 10 DF2 V 2 l 3 311612018 Brim-West Edge 2412 .,I JARN®T ENGINEERING, INC. JOB .dam DI2-12 25414-127th St. SE SHEET NO. OF MONROE, WA 982721 P CALCULATED BY DATE H. (360) 863-1831 FAX (360) 863-1481 CHECKED BY DATE SCALE Bm 6 Rear Patio Roof Beam L: 9.5 ft LDF: 5 ,n/=7.5'40= 300 pif d: 9.5 In S:U 240 E: 1300 k5i M=i/8wL2= 3.38 <1 .1 5' 6.20 V=w(U2-d/1 2)= 1 .13 <I .15' 5.92 (MIN= 89 < 393 S= 0.11 R=wU2= 1 .43 Gx 10 DF2 Bm 7 Crawl5pace Beam L: 5.5 ft LDF: N w=10'50= 500 plf d: 9.3 in M=I/8wL2= 1 .89 < 4.49 V=w(U2-d/12)= 0.99 < 3.89 R=wU2= 1.38 4x 10 DF2 V 3/3 3/1 5/201 8 D—-Wese Edae 2412 ,; I ►—I -- S1Id.LHQ'9 S31ON 1dE'LLOnNISCIO - ' >L` d/A`NO.LONI'1XV ......... L > ` ZW Nd1d .LN3I^IdO1HA3Q HOQ3 LSHIA $0 i eggrgg p fig i 9 o � pgy I! P Al333 P A r �JKJ m u n x R 4 p K LLJ wo Z a 4g r .a � �� t a• ff� o � 8 m $ ff its I i Prescriptive Energy Code Compli a for All Climate Zones in Washington , Project Information � Contact Information 18325 Hawksview Dr. Arlington Wa, 98223 West Edge Development, LLC Lot 14 3603226257 Parcel: 00898300001400 westedgedevelopment@gmail.com 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 SHGCb.e n/a n/a Ceilingk 49 0.026 Wood Frame Wall9,m," 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Received Below Grade Wall" 10/15/21 int+TB 0.042 MAP ��9 S Slab R-Value&Depth 10,2 ft n/a 2 3(� *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. I Each dwelling unit in a residential buildings 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 ❑ 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. 04. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 0.5 lb Efficient Building Envelope lb 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 1.0 3b High Efficiency HVAC 3b 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 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 ❑� 1.5 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions Table R402.1.1 Footnotes ,- For SI: 1 foot .=304.8 mm, ci .= coni. _Aous insulation, int .= intermediate framir,� 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.+TB" means R-10 continuous insulation 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 interior 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 wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. b Reserved. The second R-value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter-or joist-vaulted 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. i 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: 7304 Hawk Plat: sview Dr. Arlington Wa 98223 00898300001000 a Single-family U Duplex U Townhouse Addition Accessory structure Proposed Area: 111 Floor: 1432 2nd Floor. 978 Garage: 656 Total SF: 2412 Describe Proposal (include cross street): New single family construction on Hawksview Dr. in Gleneagle development. House to be constructed will include 4 bedrooms, 3.5 bath, and 3 car garage. Valuation: 500,000 Owner: West Edge Development Address: 516 N Olympic Ave City: Arlington State:WA Zip Code:98223 Phone: 360 3226257 Email: westedgedevelopment@gmail.com Applicant: Andrew Mckinley Address: — 1810 284th St Ne City:Arlington State: WA Zip Code:98223 _ Phone: 3603226257 Email:westedgedevelopment@gmail.com Contractor: West Edge Development Address: 516 n Olympic Ave City:Arlington _State:WA Zip Code:98223 _ Phone: 3603226257 Email: westedgedevelopment@gmail.com Contact Person:Andrew mckinley License Number:WESTEED824D2 Expiration: 3/22/19 Received ,ILIN 1 -� ;'Lilg 6116LP Pagb 1 bf 3 I I 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) 15 Bath/Shower Combo (4.0) x 2 a Sink (1.5) x 1 Shower(2.0) x 1 Lavatory(1.0) x 6 Ej Clothes Washer (4.0) x 1 Water Closet(2.5) x 4 eh Dishwasher (1.5) x 1 L?f, Water Heater x 1 Ej Hose Bibb (2.5) x 2 Water Heater Model# ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: 1 inch Proposed DWV Material: Poly Proposed Piping Material: PEX Proposed DWV Size: 3/4 inch • 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 I I I °, RESIDENTIAL PERMIT APPLICATION ,y > 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# GMVC960403BN AFUE 96% Heat Pump Model.# SEER HSPE AG 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 01 Gas Piping Other Gas Piping Information Not Applicable: ❑ DI Pipe Material: Pipe Size: 3/4 inch Total BTU's of all Appliances:250,000 Distance from Meter to Furthest Appliance: 75 feet • 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: Print Applicants Name: -A ndre,� IVL616 `✓& 6/16LP Page 3 of 3 I I I 1 Site Plan For: Address: 7304 Hawksview Dr. West Edge Development LLC Arlington Wa, 98223 Lot to North _I Plan: Scale: I"=20'0" Land Unit Area= 6,979 S.F. 0 v 046 oa 0 Notes: Pao ?r;.i- 1. Roof and Footing Drains 2,2 S s.F to be Connected to Development Drainage System. 2. See Gleneagle HOA Plat Maps for Road Widths. Received JUN 11 2m Andrew W.Mckinley westedgedevelopmentOgmail,co 3603226257 K I _ 1 I Date: 03/20/2026 Permit#: 1917 Permit Date: 04/02/2018 Review Date: 04/03/2018 Permit Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 04/17/2018 Scheduled Time: 00:00 Completed Date: 04/26/2018 Description: See red-lined drawings. Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00898300001000 WEST EDGE DEVELOPMENT WEST EDGE DEVELOPMENT PO BOX 430 7304 HAWKSVIEW DR ARLINGTON, WA 98223 Zoning: 910 Undeveloped(Vacant) LandLot: 1OBlock: �. .ar 'oul `Ijadden�j `L 6OZ O ju6uAdoo 0V08-L6Z (£5Z) :auoyd r-" ooroaa�M 3a o d8 :Aq uMeaQ ....ua.��aa�3 d/N :ale(] uoisina� a3aa„�ad v a �,a�,��a��.�,Ar ��a�d=_� �o.� ,aa3�a a� .. m b„o�wa-.�ma 3d a.�. :#J cA qor �} � -� ..� ��v3.auno 3�.muae�uo .ee.vu�uao,ena.we ao h ., ,: 7 7 r a».oi,mm,a�,.awe.� doxpunu�srwowasnawamuera�snoah�otmax�n� a r .,,.. V �LV V :ue d " n- 7�0`cfljtl r----- -- -o -------- ------ - oo M. w I I 04< N = i T 0 0 0 o j E+mKt SAD n o ° o o Baia r _ o I Baia I I _ �I NII I 4 jai I yS I r �J LL 9 q 21 0 ix z 3m> 5�5�- o� d� L-- ---- _----------------- ---- p _ n m ��iap pwt°a 'p wz �7Y7¢ J-Qm 'a € - U _ ZO��LLWIOQQRR''.J�W pm'. 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