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Home My WebLink About18513 59TH AVE NE_BLD1069_2026 September 1, 2016 STRUCTURAL CALCULATIONS (Response to Permit Comments) ARLINGTON BOYS & GIRLS CLUB 18513 59th Ave. NE Arlington, WA 98223 Quantum Job Number: 16183.01 Prepared for: 2812 ARCHITECTURE 2812 Colby Avenue Everett, Washington 98201 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 SW-6 HDU2 HDU2 SW-6 (2) 600S162-54 (2) 600S162-54 SW-6 SW-6 HDU2 HDU2 SW-6 (2) 600S162-54 (2) 600S162-54 GYM LOBBY SHEAR WALL LAYOUT HDU2 HDU2 HDU2 (2) 600S162-54 (2) 600S162-54(2) 600S162-54 End 2 Wall SL (lb) End 2 Page 1 of 3 Wall LL (lb) Created By: AJS Checked By: XXX Loads Tributary to End 2 End 2 Wall DL (lb) End 1 Wall SL (lb) End 1 Wall LL (lb) Loads Tributary to End 1 End 1 Wall DL (lb) Wall Wall SL (lb) Holdown Wall LL (lb) Wall Loads Over Length of the Wall 2 2 2 2 2 Wall 166021201440 Studs # of End Wall DL (lb) Wall 06/20/16 Wind (lb) Wall Depth of PageDateDate Wall 70012001200 Type Seismic (lb) Shear Wall MW Base? BaseBaseBase MarkGrid G Grid 5Grid 6SW-6 SW-6SW-6x6 x6 x62 HDU2 (3075DF,2215HF)2 2 No HDHDU2 (3075DF,2215HF) 16135.01 Grid G.4Grid F.2 SW-6SW-6 x6 x6 2 2 HDU2 (3075DF,2215HF)No HD Interstory of SW Segment Shear Wall Summary By Job # Checked x6x6x6 al\Shear Wall Design.xls 12.00 Wall Depth n) = 0.500.500.50 Specific Gravity G Wall DF #2DF #2DF #2 Framing Species /lSeg & Girls Club\Calculations\Wood Frame Addition\Later Yes 0.720.570.83 SW (ft) h House?: sw 10.0010.0010.00 Gym Lobby Depth of Floor Framing at Interstory SW Segments (i (ft) h Structure:Location: 13.8317.6712.00 59.92 lSeg Arlington B+G Club2812 ArchGym Lobby Worksheet: Lobby RoofFile: M:\2812 Architecture\16183.01 Arlington Boys Shear Wall Line: (ft) = SW Mark lSW Grid G Grid 5Grid 63.42 10.00 2.92 DF #2 0.50 x6 Base 500 410 Segment Grid G.4Grid F.2 13.00 10.00 0.77 DF #2 0.50 x6 Base 1200 1560 1511 Third Avenue, Suite 323Seattle, WA 98101Project Client Subject Base Floor Wood Shear Wall DesignPer IBC 2012, ASCE 7-10, SDPWS-2008, & NDS 2012Shear Wall Line Loading:T. 206.957.3900Shear Wall Line InformationF. 206.957.3901 Page 2 of 3 Created By: AJS Checked By: XXX Shear SeismicSeismicSeismicSeismicSeismic Controlling OKOKOKOKOK Check (plf) 416416416416416 Shear Wall Capacity Type SW-6SW-6SW-6SW-6SW-6SW-6SW-6SW-4SW-4SW-3 Shear Wall (plf) 214925168100 06/20/16 of Req'd Shear a PageDateDate 0 0 0 0 Shear (lb/in) (plf) Sheathing Adjusted 0.8 Stiffness, G Wind Shear = Ï†D MW (plf) 1.001.001.001.00 16135.01 Species Reduction % Different LRFD Seismic SW Capacity By Job # Checked 520 760 980 1280416 1520608 1960784 1025601024131216151568204820 26 40%3040%40%4040%40%40%40%40%40% Lever al\Shear Wall Design.xls Nominal Shear Increase OT Arm (ft) Allowable User Input M Seismic SW Capacity (plf) (in) (plf) 0 0 0 0 NoNoNoNoNoNoNoNoNo Override Panel Edge Nail Spacing Wind Shear Lever Arm? 925168100 OKOKOKOKOK Adjusted Seismic Shear (plf) & Girls Club\Calculations\Wood Frame Addition\Later 1.001.001.001.00 Species 0.00%0.00%0.00%0.00%***NA******NA******NA******NA******NA*** No Reduction % Different Status OT Ratio 1.001.001.001.00 (ft) 13.0013.8317.6712.00 Seismic Aspect Reduction Actual MLever Arm Gym Lobby OT Structure:Location: (plf) 925168100 13.0013.8317.6712.00 Sheathing Grade, Sheathing Thickness, & Nail Size Arlington B+G Club2812 ArchGym Lobby APA Rated, 15/32", 8d CommonAPA Rated, 15/32", 8d CommonAPA Rated, 15/32", 8d CommonAPA Rated, 15/32", 8d CommonAPA Rated, 15/32", 8d CommonAPA Rated, 15/32", 8d CommonAPA Rated, 15/32", 8d CommonSeismic Shear 6 4 3 2 4 Assumed M3 Lever Arm (ft)2 Worksheet: Lobby RoofFile: M:\2812 Architecture\16183.01 Arlington Boys Shear Wall Line: Type SW-6SW-4SW-3SW-22SW-42SW-32SW-2 SW MarkGrid G Grid 5Grid 6146 0.68SW Mark1.00Grid G Grid 5Grid 62143.42 0 3.42 40%0.00% 1.00 0 Segment Grid G.4Grid F.2 Segment Grid G.4Grid F.2 1511 Third Avenue, Suite 323Seattle, WA 98101Project Client Subject Base Floor Wood Shear Wall DesignPer IBC 2012, ASCE 7-10, SDPWS-2008, & NDS 2012Shear Wall Schedule (LRFD)Shear Wall T. 206.957.3900F. 206.957.3901 Determine Shear Wall Type (LRFD) Determine Shear Wall Overturning Moment Lever Arm Load Lateral SeismicSeismicSeismicSeismicSeismic Controll-ing 1134757465586811 Page 3 of 3 Controll-ing Comp. Load (lb) Created By: AJS Checked By: XXX Controlling end ofwall compression1134lbs. Use 1500lbsconservatively fordesign of light gaugebuilt up stud design. 593374465633 16-14 End 2 Max Eq. 16-13 & 2 2 2 2 2 2 2 2 2 2 757465586811 End 2 Studs Req'd Eq. 16-12 # of End per 16-14 593374465633 All 5156515651565156 Status P Stud (lb) End 1 Max Eq. 16-13 & Sds = 0.76 (lb) 0 0 OKOK End 1 757465586811 câ”´ 5156515651565156 (lb)-3075-3075 -3075OKOK OK Eq. 16-12 Holdown Capacity 0 0 0 0 (psi) P' (lb) 1.00 625625625625 câ”´ End 2 Snow = Cb No HDNo HD No HD Holdown 0 0 0 0 (psi)25625625625F'625 625 5156 5156 câ”´ HDU2 (3075DF,2215HF)HDU2 (3075DF,2215HF)HDU2 (3075DF,2215HF)HDU2 (3075DF,2215HF)HDU2 (3075DF,2215HF)HDU2 (3075DF,2215HF) End 2 Live (lb) (lb) F (lb) 100100100100 c 7865786578657865 End 2 Dead Controll-ing Lateral Load (lb) 0 0 0 0 (psi) 953953P'953953 (lb) 13548 SeismicSeismic 06/20/16 F'c -922-186 Seismic-345Seismic Seismic Ten. Load of End 1 Snow Controll-ing PageDateDate (lb) 0 0 0 0 P 16 0.40120.40120.40120.4012 End 1 Live End 2 Eq. 16- MW (lb) 100100100100 (psi) 108110811081C1081 15 16135.01 cE End 1 Dead End 2 Eq. 16- By Job # Checked 0 0 0 0 (psi) F 16 1.00 c = 0.8 al\Shear Wall Design.xls min 580000580000580000580000 Total (lb) Wind Comp. End 1 Eq. 16- =t C /d E' e 21.0021.0021.0021.00 15 Comp. ASD Wind Above (lb) End 1 Eq. 16- (lb) 0 0 0 0 (psi) l (lb) 1.00 c 2376237623762376 Wind Comp. s (ASD) End 2 Dead ion Load (ASD) = Load and Required Holdown (ASD) CM & Girls Club\Calculations\Wood Frame Addition\Later (lb) 646354475700 (psi) F* (lb) Seismic Fc 1350135013501350 Comp. Total End 1 Dead CF ASD 1.60 1.101.101.101.10 Seismic Comp. Above (lb) Wind Ten. Total (lb) Gym Lobby = CD Structure:Location: 646354475700 d (in) 5.505.505.505.50 Seismic Total (lb) Comp. (lb) Arlington B+G Club2812 ArchGym Lobby Seismic Ten. Worksheet: Lobby RoofFile: M:\2812 Architecture\16183.01 Arlington Boys Shear Wall Line: SW MarkGrid G Grid 5Grid 61023 SW MarkGrid G1023 Grid 5Grid 65.500 1.10SW MarkGrid G13500 Grid 5Grid 6-10232376100 -475-70021.000 0 0 5800002050 0 10607202051001081 10607201850.40120 954648-922953 480-3451857865 1134954648-902 6 876149-276 1134 876 Segment Grid G.4Grid F.2 Segment Grid G.4Grid F.2 Segment Grid G.4Grid F.2 -646-354 0 0 780830 780830 702747 -27304 702747 -186135 1511 Third Avenue, Suite 323Seattle, WA 98101Project Client Subject Base Floor Wood Shear Wall DesignPer IBC 2012, ASCE 7-10, SDPWS-2008, & NDS 2012Determine Controlling Shear Wall End Axial CompressT. 206.957.3900F. 206.957.3901 Determine Number of Shear Wall End Compression StudDetermine Controlling Shear Wall End Axial Tension 2007 NASPEC Project: Date: 8/31/2016 Model: Unif Ld 20.0 lb/ft R1 R2 12.00 ft Section : (2) 600S162-54 Boxed C Stud (X-X Axis) Fy = 50.0 ksi Maxo = 5054.2 Ft-Lb Moment of Inertia, I = 5.721 in^4 Va = 5645.8 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 360.0 0.071 360.0 Full 5054.2 0.071 0.055 L/2604 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(lb) (in) (lb) (lb) (Ft-Lb) Value Req'd ? R1 120.0 1.00 1197.9 2096.3 0.0 0.05 No R2 120.0 1.00 1197.9 2096.3 0.0 0.05 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft-Lb) Factor V/Va M/Ma Unstiffen Stiffen R1 120.0 0.0 1.00 0.02 0.00 0.00 NA R2 120.0 0.0 1.00 0.02 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max K-phi Lm Brac Allow Ld Intr. Span (lb) KyLy KtLt KL/r (in-lb/in) (in) (lb) P/Pa Value Center Span 1500.0 (c) Third-Pt Third-Pt 64 0.0 0.0 13856.9 (c) 0.11 0.18 Member Interconnection Spacing = 12.00 in See NASPEC C4.5 for add'nl interconnection requirements MEMBER REPORT Roof, GRID 8 BEAM PASSED 1 piece(s) 5 1/8" x 13 1/2" 24F-V4 DF Glulam All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) System : Floor Member Reaction (lbs) 5652 @ 4" 11980 (5.50") Passed (47%) -- 1.0 D + 1.0 S (All Spans) Member Type : Drop Beam Shear (lbs) 4643 @ 1' 7" 14057 Passed (33%) 1.15 1.0 D + 1.0 S (All Spans) Building Use : Residential Pos Moment (Ft-lbs) 23231 @ 8' 10 1/2" 35805 Passed (65%) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC 2012 Live Load Defl. (in) 0.393 @ 8' 10 1/2" 0.569 Passed (L/522) -- 1.0 D + 1.0 S (All Spans) Design Methodology : ASD Total Load Defl. (in) 0.645 @ 8' 10 1/2" 0.854 Passed (L/318) -- 1.0 D + 1.0 S (All Spans) â€¢ Deflection criteria: LL (L/360) and TL (L/240). â€¢ Bracing (Lu): All compression edges (top and bottom) must be braced at 17' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. â€¢ Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 17' 1". â€¢ The effects of positive or negative camber have not been accounted for when calculating deflection. â€¢ The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. â€¢ Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Roof Total Available Required Dead Snow Total Accessories Live 1 - Stud wall - SPF 5.50" 5.50" 2.59" 2213 2751 3439 8403 Blocking 2 - Stud wall - SPF 5.50" 5.50" 2.59" 2213 2751 3439 8403 Blocking â€¢ Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Roof Live Snow Loads Location (Side) Width (0.90) (non-snow: 1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 17' 9" N/A 16.8 Residential - Living 1 - Uniform (PSF) 0 to 17' 9" (Top) 15' 6" 15.0 20.0 25.0 Areas Weyerhaeuser Notes 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 8/31/2016 12:02:19 PM Forte v5.1, Design Engine: V6.5.1.1 Matthew Wion Quantum Roof Framing.4te (206) 957-3900 mwion@quantumce.com Page 1 of 1 18204 59th Ave. Arlington, WA 98223 REVIEW COMMENT FORM (360) 403-3500 Project Name: Boys & Girls Club Permit No.: 1069 Review Date: 8/2016 Contact: Larz Hitchcock Phone No.:425-252-2153 Review Phase: 1st Round Report Date: 8/16/16 Reviewing Dept.: CED Applicant: 2812 DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Check off 1. CJY Fire Alarm and Manual Pulls required - deferred 2. CJY A2.01 IBC 801 & Interior gym wall finish â€“ Â¾ inch plywood? 803 ASTM E84 and NFPA 286 3. CJY A2.03 Emergency Lighting Locations 4. CJY A2.06 Gym flooring â€“ Class II? Critical Radiant Flux 5. CJY A5.01 Panic Hardware Door locations â€“ closures? 6. CJY IBC Bleachers â€“ per ICC 300 1028.1.1 7. CJY A2.00 Gym lobby â€“ no wood or separation 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Page 1 of 2 18204 59th Ave. Arlington, WA 98223 REVIEW COMMENT FORM (360) 403-3500 Project Name: Boys & Girls Club Permit No.: 1069 Review Date: 8/2016 Contact: Larz Hitchcock Phone No.:425-252-2153 Review Phase: 1st Round Report Date: 8/16/16 Reviewing Dept.: CED Applicant: 2812 DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Check off 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. Page 2 of 2 18204 59th Ave. Arlington, WA 98223 REVIEW COMMENT FORM (360) 403-3500 Project Name: Boys & Girls Club Permit No.: 1069 Review Date: 8/2016 Contact: Adam Clark Phone No.:425-252-2153 Review Phase: 1st Round Report Date: 8/2016 Reviewing Dept.: CED Applicant: 2812 DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Check off 1. CJY S2.0 (4) 600S162-54 shown at GL G5 has no engineering detail 2. CJY S2.0 (4) 600S162-54 shown at GL G5.5 â€“ engineering calls out (2) 600S200-54 3. CJY S2.0 (2) 600S162-54 shown at GL G5.5 corner â€“ engineering calls out (2) 600S200-54 4. CJY S2.0 (2) 600S162-54 shown at line 6 â€“ engineering calls out (2) 600S200-54 5. CJY S2.0 (2) 600S162-54 shown at line 6 â€“ engineering calls out (2) 600S200-54 6. CJY S2.2 Engineering calls out 5 1/8 X 15 24F-V8 and the plans show 5 1/8 X 15 24F-V4 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. Page 1 of 2 18204 59th Ave. Arlington, WA 98223 REVIEW COMMENT FORM (360) 403-3500 Project Name: Boys & Girls Club Permit No.: 1069 Review Date: 8/2016 Contact: Adam Clark Phone No.:425-252-2153 Review Phase: 1st Round Report Date: 8/2016 Reviewing Dept.: CED Applicant: 2812 DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Check off 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. Page 2 of 2 Date: 03/10/2026 Permit #: 1069 Permit Date: 07/01/2016 Review Date: 07/01/2016 Permit Type: COMMERCIAL ADDITION Review Type: COMMERCIAL ADDITION Target Date: 07/08/2016 Scheduled 00:00 Time: Completed 08/16/2016 Date: Description: Architecturals completed Structural review completed. Will be ready to issue once we receive comments on both reviews. Review Status: Assigned To: z.Christopher Young Time In: 00:00 Time Out: 00:00 Hours: 7.0 Notes 09/06/2016 Received review comments for both architectural and structural with revised drawings. CJY Property Information Parcel#: 31052200103100 ARLINGTON CITY OF ARLINGTON CITY OF 18204 59TH DRIVE NE 18513 59TH AVE NE ARLINGTON, WA 98223 Zoning: 431 Airports & Flying FieldsLot: Block: Permit #: 1069 Permit Date: 07/01/16 Permit Type: COMMERCIAL ADDITION Project Name: Arlington Boys and Girls Club Applicant Name: 2812 Architecture Applicant Address: 2812 Colby Avenue Applicant, City, State, Zip: Everett, WA 98201 Contact: Larz Hitchcock Phone: 425-252-2153 Email: larz@2812architecture.com Scope of Work: Addition for Teen Center and Gymnasium Valuation: 1401500.00 Square Feet: 12835 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/13/2016 Permit Expires: 03/13/2017 Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel # Address Legal Description Owner Name Owner Phone Zoning ARLINGTON CITY 431 Airports & 31052200103100 18513 59TH AVE NE OF Flying Fields Contractors Contractor Primary Contact Phone Address Contractor Type License License # GAFFNEY 8105 Broadway CONSTRUCTION 425-355-5500 UBI 600 173 764 CONSTRUCTION Avenue CONTRACTOR GAFFNEY 8105 Broadway CONSTRUCTION Labor & 425-355-5500 GAFFNCI104K3 CONSTRUCTION Avenue CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20. BUILDING Gym entry insulation 03/07/2017 03/06/2017 BUILDING Approved FINAL approved. 3/6/17 KO. Gym masonry stem walls C20. BUILDING 02/27/2017 insulated with vapor barrier. 02/24/2017 BUILDING Approved FINAL 2/27/17 KO. Gym walls steel stud C20. BUILDING 02/22/2017 framing approved 02/21/2017 BUILDING Approved FINAL KO.2/21/17 C20. BUILDING Exterior wire/stucco 2/13/17 02/13/2017 02/13/2017 BUILDING Approved FINAL KO. Gym entry ceiling joists & C20. BUILDING 02/07/2017 pan deck Approved 2/7/17 02/07/2017 BUILDING Approved FINAL KO. C20. BUILDING Gym entry framing & shear 02/01/2017 01/31/2017 BUILDING Approved FINAL walls Approved 1/31/17 KO. C20. BUILDING Shear wall at gym entry 01/27/2017 01/26/2017 BUILDING Approved FINAL approved C20. BUILDING 01/27/2017 Densglass 01/27/2017 BUILDING Approved FINAL C20. BUILDING Wall cap sheathing nailing 01/17/2017 01/17/2017 BUILDING Approved FINAL approved 1/17/17 KO. Wall cap base channel from C20. BUILDING exist gym to new gym 01/11/2017 01/11/2017 BUILDING Approved FINAL transition, Approved 1/11/17 KO. Teen center roof sheathing C20. BUILDING 11/23/2016 and parapet wall hold downs 11/23/2016 BUILDING Approved FINAL approved 11/23/16 C20. BUILDING 10/07/2016 04/14/2017 BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status Architecturals completed COMMERCIAL Structural review completed. 07/01/2016 z.Christopher Young ADDITION Will be ready to issue once we receive comments on both reviews. COMMERCIAL 07/01/2016 No comments, LT PW-ADMIN-GIS ADDITION RPBA for premise isolation which will be moved during construction will need to be retested after re-installation COMMERCIAL 07/01/2016 and annually thereafter. When plumbing permit is PW-WAT-REV ADDITION submitted there may be additional comments regarding cross connection, GT Fees Fee Description Notes Amount Building Permit Table 4-1 $9,847.19 Building Plan Review Table 4-2 $6,400.67 State Surcharge - 1st DU Residential - 1st Unit $4.50 Photocopies $10.00 Total $16,262.36 Attached Letters Date Letter Description 09/07/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 09/22/2016 Boys and Girls Club Check #55222 Kristin Foster $16,262.36 Outstanding Balance $0.00 Notes Date Note Created By: Emailed Adam to let him know the permit is ready once drainage is issued and we have received 09/07/2016 Kristin Foster contractor info. KF 09/07/2016 Don't issue until drainage has been issued. Kristin Foster 07/01/2016 Plans are available for view in the CED review room. Kristin Foster 07/01/2016 Contractor TBD. KF Kristin Foster Uploaded Files Date File Name 09/22/2016 1857625-1069_Issued Permit.pdf 09/06/2016 1827059-1069_9-1-2016 Revised Plans_Part2.pdf 09/06/2016 1827060-1069_9-1-2016 Revised Plans_Part1.pdf 09/06/2016 1827037-1069_9-1-2016 Revised Structural Calcs.pdf 08/25/2016 1810353-Plan Review Comment Letter_Structural.docx 08/16/2016 1790639-Boys and Girls Club.docx 07/01/2016 1708422-1069_Boys and Girls Club Structural Calcs.pdf 07/01/2016 1707771-1069_Boys and Girls Club Application.pdf 07/01/2016 1707770-1069_Boys and Girls Club NREC Forms Bldg c.pdf 07/01/2016 1707768-1069_Boys and Girls Club NREC Forms Bldg B.pdf Date: 03/10/2026 Permit #: 1069 Permit Date: 07/01/2016 Review Date: 07/01/2016 Permit Type: COMMERCIAL ADDITION Review Type: COMMERCIAL ADDITION Target Date: 07/08/2016 Scheduled 00:00 Time: Completed 07/08/2016 Date: Description: RPBA for premise isolation which will be moved during construction will need to be retested after re-installation and annually thereafter. When plumbing permit is submitted there may be additional comments regarding cross connection, GT Review Status: Assigned To: PW-WAT-REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31052200103100 ARLINGTON CITY OF ARLINGTON CITY OF 18204 59TH DRIVE NE 18513 59TH AVE NE ARLINGTON, WA 98223 Zoning: 431 Airports & Flying FieldsLot: Block: 18204 59th Ave. Arlington, WA 98223 REVIEW COMMENT FORM (360) 403-3500 Project Name: Boys & Girls Club Permit No.: 1069 Review Date: 8/2016 Contact: Adam Clark Phone No.:425-252-2153 Review Phase: 1st Round Report Date: 8/2016 Reviewing Dept.: CED Applicant: 2812 DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Check off 1. CJY S2.0 (4) 600S162-54 shown at GL G5 has no engineering See revised drawings and response to plan check detail calcs. (2) 600S162-54 are adequate at this location. 2. CJY S2.0 (4) 600S162-54 shown at GL G5.5 â€“ engineering calls See revised drawings and response to plan check out (2) 600S200-54 calcs. (2) 600S162-54 are adequate at this location. 3. CJY S2.0 (2) 600S162-54 shown at GL G5.5 corner â€“ engineering See revised drawings and response to plan check calls out (2) 600S200-54 calcs. (2) 600S162-54 are adequate at this location. 4. CJY S2.0 (2) 600S162-54 shown at line 6 â€“ engineering calls out See revised drawings and response to plan check (2) 600S200-54 calcs. (2) 600S162-54 are adequate at this location. 5. CJY S2.0 (2) 600S162-54 shown at line 6 â€“ engineering calls out See revised drawings and response to plan check (2) 600S200-54 calcs. (2) 600S162-54 are adequate at this location. 6. CJY S2.2 Engineering calls out 5 1/8 X 15 24F-V8 and the plans See response to plan check structural calculations. show 5 1/8 X 15 24F-V4 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. Page 1 of 2 18204 59th Ave. Arlington, WA 98223 REVIEW COMMENT FORM (360) 403-3500 Project Name: Boys & Girls Club Permit No.: 1069 Review Date: 8/2016 Contact: Adam Clark Phone No.:425-252-2153 Review Phase: 1st Round Report Date: 8/2016 Reviewing Dept.: CED Applicant: 2812 DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Check off 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. Page 2 of 2