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Home My WebLink About17304 Redhawk Dr_BLD5336_2024_Expired Permit Packet Coversheet Community and Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551 Page 1 of 1 Permit Number: Permit Type: Address/Parcel: Completed (Month/Year): Land Use Notice of Decision Staff Report Application Narrative Legal Description Vicinity Map Site Plan Landscape Plan Complete Streets Checklist Traffic Impact Analysis Snohomish County Traffic Mitigation Offer WSDOT Traffic Offer Form Tree Survey Stormwater Drainage Report Geotech Report Critical Area Evaluation Form SEPA Checklist Public Notice Material Noticing and Related Documents Water / Sewer Availability Certificate Unanticipated Discovery Plan Form Aerial Photo of Site Proposed Building Materials Lighting Plans and Lighting Cut Sheets Color Elevations Design Matrix Plat Map Title Report Lot Closures Preliminary Civil Plans Archaeological Survey o Confidential Documents. Contact the City to obtain. Topography (Existing Conditions) CC&R’s Deeds / Easements / Conveyances /Dedications Developer’s Agreement Recorded Copies Bonding or Assignment of Funds o Confidential Documents. Contact the City to obtain. Letters and Project Documents Other: Civil Issued Permit Application Other Applications Construction Calculation Worksheet Approved Plans Review Comment Form Letters and Project Documents Other Agency Permits Reports: o Drainage Report Pg: o Stormwater Pg: o Geotech Pg: o All Other Reports SEPA and Noticing Materials Inspections As-Builts Other: Building Issued Permit Application Additional Applications Approved Plans Site Plan Letters and Project Documents Calculations Project Specification Manuals Reports Certificate of Occupancy Inspections Other: BLD5336 Residential Re-Roof 17304 Redhawks Dr EXPIRED January 2024 ✔ ✔ ✔ ✔Permit Coversheet RESIDENTIAL RE-ROOF PERMIT APPLICATION Community and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 I hereby certify that I am the Owner, Applicant, Contractor, and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington, and the City of Arlington. The applicant will be responsible for providing a method of safely accessing roof for inspection. A final inspection and approval shall be obtained when the re-roofing is complete. Signature Print Name Date Property Address: Lot #: Parcel ID No.: Project Valuation: Project Scope of Work: Primary Contact: Owner Applicant Contractor Owner Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Applicant Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Contractor Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: RE-ROOF INFORMATION Type of Roofing Material:Replacing existing sheathing: Yes NoNumber of Existing Layers: Installation over existing material: Yes NoRoof tear off: Yes NoClass of Roofing: A – Highest Fire Rating B – Moderate Fire Rating C – Light Fire Rating Class Examples:Concrete, Clay, Roof Tiles, Fiberglass Asphalt Composition Shingles, Metal Roofs Pressured Treated Shakes and Shingles Untreated Wood Shakes and Shingles, Plywood, Particleboard Provide additional information, as necessary: 17304 redhawk dr arlington, wa 98223 75000 tree damage repair, truss (7) replacement, full reroof 4 Michael Burdett 4253458595 michael.a.burdett@gmail.com andrew pace apace@waroofingservices.com 2069487395 2812 huckleberry lane camano island wa 98282 Washington Roofing Services 2069487395 apace@waroofingservices.com 390 shepards lane camano island wa 98282 WASHIRS820PB 10/02/2024 wood shakes 1 4 4 4 4 Removing wood shakes, installing 1/2" CDX plywood over current skip sheathing, installing Designer shingle 4 4 Andrew Pace 5/8/23 SAVE PRINT DocuSign Envelope ID: 77E4522B-7E98-4A1F-A946-C923DCD6DFC5 Peter Chopelas, PE Engineering & Design Services 307 N. Olympic Avenue, Suite 208 Arlington, WA 98223 (360) 653-4615; Chopelasandassociates@gmail.com May 7th 2023 Andrew Pace, Director WASHINGTON ROOFING SERVICES (206) 948-7395 Subject:Inspection residential roof structure and to determine roof capacity of the building at 17304 Redhawk Drive, Arlington WA. An inspection of the subject building was accomplished on March 14th, 2023 to take the measurements needed to determine if the additional weight of installing Malarkey Windsor shingle with 1/2" plywood substrate roofing on to the existing trusses and building is acceptable. At the time several trusses were going to be replaced because of storm damage, when all of old roofing will be replaced with new heavier Windsor shingles. A detailed inspection of the roof structure was done, and a structural analysis of the existing structure was performed. It was found all of the roof structure (trusses and sheathing) as well as the walls, window and door headers, are acceptable. Loads on the existing structure are analyzed using the weight of the roofing, plywood, truss structure, insulation and ceiling weight for the existing trusses for 25 PSF snow load, according to the 2018 International Building Code. The longest span window and door header is the Sliding Glass Door off the kitchen/dining room at 6 ft span. The min. required header is 4x8 HF#2, nominal standard header residential framing is to use 2x10 HF#2 for all headers, therefor all window headers, and wall framing, is acceptable. The existing roof and framing meets all current structural requirements with the Marlarky Window shingles. If you have any questions or are in need of further assistance, please feel free to call or email. Peter Chopelas PE BeamChek v2019 licensed to: Peter Chopelas, PE Reg # 5508-68695 Rb = 9.07 Le = 11.59 Ft0.9890Cl Stability R2= 4.5 in² (psi) '# # # ft Peter Chopelas PE Lu = 6.0 Ft l Selection Prepared by: PAC 1447 #Max V (Reduced) 405 1.00 Ch Shear Stress Loads 42%47%50%85% Ratio Status 1238 # Reaction 2 TL6.89Beam Wt per ft Conditions Data 0.06 in(1.5) DL Defl= longes span header SGD 413Uniform LL: OKOKOKOK LL Defl 0.20 0.08 L / 866L / 360 LL Actual DeflLL Max Defl Attributes 597 = AUniform TL: R1= 4.5 in² 405 L / 511L / 240 41 1812 # 2717 1238 # 1812 #1812 # 6.0 Min Bearing Area Fc TL Actual DeflTL Max Defl Bm Wt Included Maximum V Max Moment Reaction 2 LL Reaction 1 TL Reaction 1 LL Values 1.001.00 N/A 1.15 1.00 1.00 1.15 1.300 Cm Wet Use Cr Repetitive Cd Duration CF Size Factor Adjustments 1.3 1.3 150 173 850 1257 Reference Values Adjusted Values E (psi x mil)Fv (psi)Fb (psi) 0.14 0.30 25.38 12.58 30.66 25.95 Beam Span TL Defl (in)Shear (in²)Section (in³) Actual Critical NDS 2015, DL adj: 6:12 pitch 4x 8 HF #2 Date: 5/07/23 SGD header17302 Redhawk Dr Arl Uniform and partial uniform loads are lbs per lineal ft. R2 = 1812R1 = 1812 Uniform Load A SPAN = 6 FT BeamChek v2019 licensed to: Peter Chopelas, PE Reg # 5508-68695 Rb = 0.00 Le = 0.00 Ft1.0000Cl Stability R2= 0.5 in² (psi) '# # # ft Peter Chopelas PE Lu = 0.0 Ft l Selection Prepared by: PAC 168 #Max V (Reduced) 405 1.00 Ch Shear Stress Loads 77%84%28%65% Ratio Status 140 # Reaction 2 TL0Beam Wt per ft Conditions Data 0.12 in(1.5) DL Defl= 40Uniform LL: OKOKOKOK LL Defl 0.35 0.27 L / 313L / 240 LL Actual DeflLL Max Defl Attributes 52 = AUniform TL: R1= 0.5 in² 405 L / 214L / 180 0 183 # 320 140 # 183 #183 # 7.0 Min Bearing Area Fc TL Actual DeflTL Max Defl Bm Wt Included Maximum V Max Moment Reaction 2 LL Reaction 1 TL Reaction 1 LL Values 1.001.00 N/A 1.15 1.00 1.15 1.15 1.500 Cm Wet Use Cr Repetitive Cd Duration CF Size Factor Adjustments 1.5 1.5 150 173 975 1934 Reference Values Adjusted Values E (psi x mil)Fv (psi)Fb (psi) 0.39 0.47 5.25 1.46 3.06 1.99 Beam Span TL Defl (in)Shear (in²)Section (in³) Actual Critical NDS 2015, Repetitive Use, DL adj: 6:12 pitch 2x 4 HF #1 @ 24 in oc Date: 5/07/23 max stress truss top cord17304 Redhawk Dr. Arl Uniform and partial uniform loads are lbs per lineal ft. 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