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210 S West Ave_BLD840_2026
Kevin Olander From: Launa Peterson 1� Sent: Thursday, December 03, 2015 4:54 PM To: Kevin Olander Subject: FW: Scheduling Inspection for Permit#840 l fitir �°/UJ From:Chris Ling [mailto:CLing@eppape.com] Sent:Thursday, December 03, 2015 3:47 PM To: CED Main Line<ced@arlingtonwa.gov> Subject:Scheduling Inspection for Permit#840 Please schedule the final inspection for National Foods Permit#840 ASAP. Ln LL _ 4 V !�e W x Thank you for your help. Chris Ling ENGINEERED PRODUCTS, a Pape Company Territory Manager 9883 40th Ave South Seattle WA, 98118 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:210 S West Avenue Permit#:840 Parcel#:31051100202200 Valuation:95000.00 OWNER APPLICANT CONTRACTOR Name:TWIN CITY FOODS INC Name:Engineered Products,a Pape'Company Name:Engineered Products,a Pape'Company Address:PO BOX 699 Address:9883 40th Avenue S Address:9883 40th Avenue S City,State Zip:STANWOOD,WA 98292 City,State Zip:Seattle,WA 98108 City,State Zip:Seattle,WA 98108 Phone: Phone:206-250-3913 Phone:206-250-3913 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: 2 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: 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. IBCI l0/IRCI 10. SALES TAX NOTICE:Sales lan relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form d cd dCitya'Arling�i Signature Print Name Date Released By D c CONDITIONS Approved as submitted. 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 11/18/2015 Building Permit Fee $1,309.20 11/18/2015 Building Plan Review Fee $850.00 Total Due: $2,159.20 Total Payment: $0.00 Balance Due: $29159.20 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 .� - r� I I I I rational Foods Hannibal Racks Location: 210 S. West Ave Arlington, WA Prepared For: Engineered Products Seattle, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 30745 Pacific Coast Highway Malibu, CA USA 90265 (310) 589-1781 Peter S. Higgins, S.E. Job Number 11488 November 9, 2015 Revision 1: Corrected site address per client instruction Corrected PSH job number in sheet header Added revision discussion into section 1.1 This Document and the design it contains is copyright by Peter S.Higgins and Asso ates. It is provided as an instrument of service,and shall not be reproduced in any fashio without ��� ''+. ,`'•.'�4 the written permission of Peter S.Higgins and Associates. Q 01' rr+"'=%��• `P Notice to Building Departments r, If this calculation is submitted for building permit approval, it shall contai al she calculations as listed in the table of contents on the next page(s), and shall a a om ed by all drawings listed in Section 1.All documents shall bear appropriate seal and si res in ink of a contrasting color with the same Job Number Reference. The cal ulati all be ^�,�" I�t:•'�ti"v signed across this block. yst�ONAt REPRODUCTIONS OF SIGNED COPIES ARE INVALID OFFICE COPY CITY OF ARLINGTQN Received BUILDING DEPARTIIAENT N 1 M5 APPROVED D NO CHANGES AUTHORM UNLESS APPROVED BY THE BUILDING INSPECTOR . E,TER S. IIIGGINS AND ASSOCIATE-s CONSULTING STRUCTURAL ENGINEERS Project: National Foods Job No. 11488 November 9, 2015 Sheet ii Table of Contents 1 Reference Data ............................................................................................., 1 1.1 Scope of Work and Codes ......................................................................... 1 1.2 Design Methods ..................................................................................... 1 1.3 Drawings .............................................................................................. 2 1.3.1 By Peter S. Higgins and Associates ...................................................... 2 1.3.2 By Others ...................................................................................... 2 1.4 Loads .................................................................................................. 2 1.4.i Vertical ........................................................................................ 2 1.4.1.1 Pallets ................................................................................... 2 1.4.1.2 Impact Loads of Machine Loaded (Pallet/Selective) Racks .................. 2 1.4.2 Seismic ......................................................................................... 3 2 Basic Structure .............................................................................................. 3 3 Components and Geometry ............................................................................... 4 4 Check Beams ................................................................................................ 4 4.1 Front and Rear Beams .............................................................................. 4 4.1.1 Design Forces ................................................................................ 4 4.1.2 Beam Properties .............................................................................. 5 4.2 Interior Beams ....................................................................................... 5 4.2.1 Design Forces ................................................................................ 5 4.2.2 Beam Properties .............................................................................. 5 5 Check Posts - Static Loads ................................................................................ 5 5.1 Vertical Loads ....................................................................................... 5 5.2 Second Order Effects ............................................................................... 6 5.3 Post Demand, Capacity and Combined Stress Check ........................................ 7 14. 6 Longitudinal Seismic ....................................................................................... 7 6.1 Base Shear ............................................................................................ 7 6.2 Design Forces ........................................................................................ 9 6.3 Post - Combined Stresses .......................................................................... 9 6.4 Beam Connections .................................................................................. 10 6.4.1 Design Forces ................................................................................ 10 .a 6.4.2 Connection Capacity ........................................................................ 10 7'Transversd`Seismic ......................................................................................... 10 7.1 Base Shear and Centroids .......................................................................... 10 7.2 Overturning and Restoring Moments ............................................................ 10 7.3 Post Capacity ......................................................................................... 11 7.4 Stability ............................................................................................... 11 7.5 Anchorage ............................................................................................ 11 7.6 Braces ................................................................................................. 11 7.6.1 Design Forces ................................................................................ 11 7.6.2 Brace Capacity ...... .................... 11 XOTOWL-15TA510YTID TWMTA.A A 0V,1CWf 11HT Yfi(J3`J0F"-aA MIMU °Copyright by Peter S. Higgins and Associates.Pmvided as an instrument of service.Copying by written permission only. ,TER S. HIGGINS AND ASSOCIATE, CONSULTING STRUCTURAL ENGINEERS Project: National Foods Job No. 11488 November 9, 2015 Sheet 1 1 Reference Data 1.1 Scope of N ork and Codes This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. IBC, ASCE 7, AISC 360, AISI S100, RMI/ANSI MH16.1, FEMA 460 are used for design. This is a revision to the calulation issued September 6, 2015. This calculation supersedes that document. The orignal site address given by client was 182 Lewis Road Watsonville, CA. The new site address given by the client is 120 S. West Ave Arlington, WA. This new revision reflects the new site address and also corrects the PSH job number appearing on the header of the body of the report. Sesimic coefficients were checked for both site addresses. The corrected site address values were found to be lower than those of the previous address. Document is reissued but not recalulated for the new lower site coefficients. 1.2 Design Methods Per ANSI MH16.1, this review employs LRFD direct design methods which are the only unre- stricted design method in AISC 360. Notional loads are used to determine second order displace- ments. The method may be found in AISC 360 Appendix 7. For seismic loads FEMA 460 6.5.1 is employed (as permitted by ANSI MH16.1 2.6.2). Since the displacement effects have been computed as part of the static load review, the seismic effects may be conservatively computed by simple scaling of the static results. In addition to the above documents, the reviewer is referred to the following references for assis- tance with these methods, and the connector values used in the design as required by both AISC 360 and FEMA 460. General Design Methods: Displacement Based Design for Stora a Racks Higgins, P, ASCE/SEI Conference, Long Beach, CA (invited paper) ASCE/SEI Proceedings, 2007 Shake Table Results for Typical Racks: Recent Shake Table Studies of Full Scale Stora a Racks Filiatrault, A., Wanitkorkul, A., Higgins, P, et Al ASCE/SEI Conference, Long Beach, CA (invited paper, presented by Higgins) ASCE/SEI Proceedings, 2007 Connector Values for Bolted Connector Racks: Experimental Stiffness and Seismic Response of Pallet-Type Steel Storage Rack Connectors Filiatrault, A., Higgins, P., Wanikorkul, A., ASCE J. Pract. Period. Struct. Des. Constr. 11(3), 161-170 (2006) General Seismic Force Transverse Rack Behavior: Experimental Seismic Response of Base Isolated Pallet-Type Storage racks Filiatrault, A., Higgins, P., Wanikorkul, A., Courtwright, J., Michael, A. Eartliquake Spectra 24:3 pp 617-639 August 2008. These publications are widely available, and may be found in any large library, or easily borrowed from any lending University library. ®Copyright by Peter S.Higgins and Associates.Provided as an instrument of service.Copying by written permission only. ETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: National roods Job No. 11488 November 9, 2015 Sheet 2 1.3.1 BY Peter S. Higgins and Associates HB-3 (for cold formed beau!! info), HB-5 1.3.2 By Others Engineered Products Sheet 1 of 2 dated 7.29.15 Sheet 2 of 2 dated 8.3.15 1.4 Loads 1.4.1 Vertical 1.4.1.1 Pallets Load per pallet position = as noted on the elevations. Design supports fur 25% impact Pallets nominal 48" wide 1.4.1.2 Impact Loads of Machine Loaded (Pallet/Selective) Racks Conservatively assume beams are simply supported UNO. Note: rack nomenclature is somewhat different than standard structural notation. Here L = Load on the beam (usually expressed in terms of a unit or pallet load), W = Width of the bay (or span of beam). 2 Pallets Wide Take 25% impact of a single pallet as a UDL on 'h of span. There are two beams support- ing each level (one front, one rear). Accordingly, each two pallet wide beam supports one pallet load on the full span, plus 1/8 of a pallet load on half of the span. W W/2 W LI /g ® Impact Load Full Vertical Load } Reactions 19L/32 I 17L/32 19W140 j I Shear I I I Max Moment _ 361 WL M max 2560 °Copyright by Peter S.Higgins and Associates. Provided as an instrument of service.Copying by written permission only. TER S. HIGGINS AND ASSOCIATED CONSULTING STRUCTURAL ENGINEERS Project: National Foods Job No. 11488 November 9, 2015 Sheet 3 1.4.2 Seismic ASCE 7 15.5.3 V = C W; C = SDS � V = IESDSW s sR/1E R Within the constraints 0.044SDSIE <_ Cs= SDI < SDs (R/IE)T R/IE Yielding: 0.044SDSIEW <_ V = (RSDI W ! ( SD W E) Given: SDs= (2/3)SMs SDI= (2/3)SMl R = 6 (Moment Frame) SMs= FaSs R = 4 (Braced Frame) SM1= F„S1 T = Structure Period (sec) W = Rack+(2/3)Contents For default soils: Fa= 1.0; Ss< 2.05 F„= 1.5; SI< 0.80 Here, for IE= 1.0 (non-essential facility nor open to the general public) Results in: 0.060W < Vmom= 0.133W/T < 0.228W 0.060W < Vbrc= 0.200W/T < 0.342W T may be determined by any rational method. 2 Basic Structure The governing unit of structure is a fully loaded interior post. Conservatively use widest beam spacing at any given level. ®Copyright by Peter S. Higgins and Associates.Provided as an instrument of service.Copying by written permission only. —,;TER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: National Foods Job No. 11488 November 9, 2015 Sheet 4 ? Con r gents and Gee metry 96 54 42 Ic co cu M M �,o FRONT EE EVAT ❑ N 2 DEEP Posts: CR4.1 Beams: Front CR4.1 Interior 45160 Rear CR4.1 4 Check Beams 4.1 Front and Rear Beams 4.1.1 Design Forces M <41 It/L Z < M 1920 " -�Fy QCopyright by Peter S.Higgins and Associates.Provided as an instrument of service.Copying by written permission only. ^ TER S. HIGGINS AND ASSOCIATE'^ CONSULTING STRUCTURAL ENGINEERS Project: National Foods Job No. 11488 November 9, 2015 Sheet 5 = 24.6 inch kips = 0.55 in3 4.1.2 Beam Properties CR4.1 S,,= 1.10 in3 O.K. IX= 1.65 in4 4.2 Interior Beams 4.2.1 Design Forces M<_419 L+ 1.5 8L Zmin <_ M Y = 46.5 inch kips = 0.82 in3 4.2.2 Beam Properties 44160 t = 16 ga O.K. S,,= 0.86 in3 IX= 2.04 in4 2.?5 5 Check Posts - Static Loads 5.1 Vertical Loads Ptot< 10.4 kips = 14.6 kips factored ®Copyright by Peter S.Higgins and Associates. Provided as an instrument of service. Copying by written permission only. a :TER S. HIGGINS AND ASSOCIATEN CONSULTING STRUCTURAL ENGINEERS Project: National roods Job No. 11488 November 9, 2015 Sheet 6 5.2 SeeA1nd Order Eff—fc � 4 r K nF !� 1 i + Total Elastic Rigid Column Column + Body Deflection Deformation Rotation Primary Notional Moment (base fixity assumption verified below) H M primary = 11P 2 Deflection H3 H2 4=�P112EI,+2KB Second Order Notional Moment _ PD_ TlPZr H3 H2 1 I\ +—/I P-° 2 2 12EI, 2Ke Define: M" = r H 1 1 PH I` +—J s= Mprimary 12EI, 2Ke To acceptable accuracy: C + 20 PH( + Zo / M notional=M primary 1 Y S JI—11 2`1 Y S i=1 i=1 l Ktheta comprised of the beam end stiffness in series with the connector stiffness yielding: K theta — \\Kbeam/ + \KloRn 1 With: 6EI K beam= L beam K.. from tests or published literature ®Copyright by Peter S.Higgins and Associates.Provided as an instrument of service. Copying by written permission only / TER S. HIGGINS AND ASSOCIATE.. } CONSULTING STRUCTURAL ENGINEERS Project: National Foods Job No. 11488 November 9, 2015 Sheet 7 5.3 Post Demand, Capacity and Combined Stress Check Capacity Section Lx 63 in C3x4.1 Ly 32 in As 1.20 SRx 54 rx 1.17 SRy 80 ry 0.40 Fcr 31.2 ksi Zx 1.32 phiPn 33.7 kips Zy 0.40 phiMx 59.4 in-kips phiMy 18.0 in-kips Stability Kconn 4000 in-kips/rad learn 2.04 in"4 Lbeam 96 in Kbeam 3698 in-kips/rad Ktheta 1921 in-kips/rad Demand n 0.005 P 14.6 kips H 63 in s 0.34 Mnot 3.5 in-kips Comb Stress 0.49 6 Longitudinal Seismic 6.1 Base Shear Determine Period - FEMA 460 Appendix A N 2 W pthpi T, = 2n l ( 11 g\N C\kc+k6e/ + Nb1 For a rack with a constant load per level and spacing between beams: N = number of levels Wpi= W h = spacing between beams ®Copyright by Peter S. Higgins and Associates.Provided as an instrument of service. Copying by written permission only. .TER S. MGGINS AND ASSOCIATEa CONSULTING STRUCTURAL ENGINEERS Project: National Foods Job No. 11488 November 9, 2015 Sheet 8 if the height of the pallet is c-onservati-irely iannrpd then; J b` hpi — ih and recalling that: �� i2 = 6(N) (N + 1 )(2N + 1 ) Simplifies the basic equation to the following expression: NWh2(Ncv+l6(2N-t)l i J T 1 y kck Oa II II/ ktkca 1J\fI 1 y(N ( tJ+ Nb\ b' co// Conservatively ignoring the more lightly loaded end uprights, for a long row of rack: N,= 2N Nb = 1 k = kb/2 = k, (i.e. the interior posts dominate the response in a long row) Which allows a further simplification to: Wh2N2(N + 1 )(2N + 1 ) Tl = 2�t 12gkc(N(k' )+ (Askkrn)// OCopyright by Peter S.Higgins and Associates. Provided as an instrument of service. Copying by written permission only. _ :TER S. HIGGINS AND ASSOCIATE. CONSULTING STRUCTURAL ENGINEERS Project: National Foods Job No. 11488 November 9, 2015 Sheet 9 Variable Value Units Description Wpi 5.20 kips Weight per level per bay h 63 in Spacing between levels hpi in Height of level i above floor N 4 number of levels g 386 in/sec"2 acceleration due to gravity Nc 8 number of connections kc 4000 in-k/rad rotational stiffness of connector kbe 3698 in-k/rad rotational stiffness of beam end Nb 1 number of base plates kb 8000 in-k/rad rotational stiffness of base plate kce 4537 in-k/rad rotational stiffness of column E 29000 ksi Youngs modulus lb 2.04 in"4 Moment of intertia of beam Ic 1.64 in'4 Moment of intertia of column Lb 96 in Length of beam(bay width) Yielding T= 2.7 1 sec 6.2 Desien Forces P < 10.4k; V < 0.42k Vh/2 < M < Vh-(e)P + Ml„, (adjusted for unfactored axial load) (fixity due to width of base plate) For: h = 63 in (beam spacing at critical section) e = 2 in (distance between CL of post and concrete contact stress area) M = 13.1 + 2.2 = 15.3 inch kips 6.3 Post - Combined Stresses P M + ,h �Pa WMa = 0.46 < 1.0 O.K. ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. x ETER S. IIIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: National Foods Sob No. 11488 November 9, 2015 Sheet 10 6.4 Beam Connections 6.4.1 Design Forces Mcor.< 13.1,'k (Notional demand not taken to connectors) 6.4.2 Connection Capacity Standard Connection Qualified by test per ANSI MH16.1 �Mtest= (0.8)(28) = 22.4in k O.K. Dian. HS Bolt 3 Bolt Connection Qualified by test per ANSI MH16.1 �Mtest= (0.8)(48) = 38.4in k O.K. 1/2' Dian, HS Bolt 7 Transverse Seismic 7.1 Base Shear and Centroids Use Code Default Values V = 0.342W = 4.74 kips per bay = 4.74 kips per frame 7.2 Overturning and Restoring Moments D h'< 169 inches OTM = Vh' < 799 inch kips per bay RM > PD > (5.2)(54) = 280 Inch kips per bay V Resisted by push back rails (2 C30.5 per level) _ (2)(4)(1.24)(0.9)(50) = 446 inch kips Total = 727 inch kips Net OTM < 72 inch kips, < 72 inch kips per frame h' Pey= OTM/D = 14.7 kips Note: Bracing shown is schematic. See components and geometry y section above for actual arrangememt. EQ ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. TER S. HIGGINS AND ASSOCIATE CONSULTING STRUCTURAL ENGINEERS Project: National Foods Job No. 11488 November 9, 2015 Sheet 11 7.3 Post Capacity P + Peq < OPn OK 7.4 Stability Uplift = [(Net OTM)/D] < 72/54 = 1.3 kips, = 0.70k per bolt 7.5 Anchorage Use min. 1/2" diam. approved anchors. O.K. Minimum embedment 3.0" into slab. 7.6 Braces 7.6.1 Design Forces Pbr< 5.4k 7.6.2 Brace Capacity_ 2,75 Anet= 0.39 in2 rn i,,= 0.40 in 0.44 -� t = 0.075in L k l Fe On (in) T (ksi) (k) 62 155 11.9 3.46 O.K. °Copyright by Peter S.Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Kevin Olander From: Launa Peterson l� Sent: Thursday, December 03, 2015 4:54 PM �� AO 'J To: Kevin Olander Subject: FW: Scheduling Inspection for Permit#840 C fit From:Chris Ling [mailto:CLing@eppape.com] Sent:Thursday, December 03, 2015 3:47 PM To:CED Main Line<ced@arlingtonwa.gov> Subject:Scheduling Inspection for Permit#840 Please schedule the final inspection for National Foods Permit#840 ASAP. I f Cr A tl �.. III LL � 1 n - v ass 'r Thank you for your help. Chris Ling ENGINEERED PRODUCTS, a Pape Company Territory Manager 9883 40th Ave South Seattle WA,98118 i p&IeIAtC FEE- 1 3oct zo F F Sso. `t8 Permit Information Date 11/16/2015 Permit Number 840 Project Name National Foods Applicant Name Engineered Products,a Pape'Company Applicant Address 9883 40th Avenue S City,State,Zip Seattle,WA 98108 Contact Chris Ling Phone 206-250-3913 Email chrisl@epofwa.com Permit Type Commercial Alteration Site Address 210 S West Avenue Valuation 98 0.00 - a 5,00© Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use Racking system installation Assigned To Launa Peterson Property InformationOwner Information Parcel#:31051100202200 TWIN CITY FOODS INC TWIN CITY FOODS INC PO BOX 699 210 S WEST AVE STANWOOD,WA 98292 Contractors Primary Contractor Contractor Name Contact Phone Email Type License License Engineered Products,a Pape' hris Ling 06-250- chrisl@epofwa.co CONTRACTOR Labor& IENGINPC931CO Company913 Industries Review Date Type DescriptionDate Completed Date -. To Status 11/16/2015 lCommercial Other 11/23/2015 1 Launa Peterson Iln Review Uploaded Files Upload File Date File 11/16/20154:15:59 PM 1840 Application,2df _ . .� . � n � , _ .. - -tip i T� .i COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223•Phone(360)403-'3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE.Name of Project: _&2hAL4AJ JcogQ o� Valuation: wc Project Andress:-A I D wec4- 14 oe-- Ad lr.�c ►.� �,I� � Parcel ID#: Legal Description Owner: ,� L_z Phone Number "74f ;r- Sp Address: z�0..©;. 1 w,�4-y :l:"l�i<. Cf tv &.4 IT State: �V Zip C�� -- A ode: Engineer: &fe,-S, �f,�Cr,� Phone Number: 0 K Cell Phone: _310 561— 17 81 E-mail: A, , Address: 3o7yS P!!.4(iL Cpa.ti� lfay City. ry�,�. dAy State: Zip Code: v i 7. General Contractor: w Phone Number: (. Cell Phone: 2.0(0 - X'0-3N 3 E-mail: Address:_ .3 d-VoOkAye,S _ City:_Slal1lt —_`state: :�� Zip Code:. 49 _ — i Contractor's License Number: C N6/Ali G QZ{ (p Expiration: Contact Person: Phone Number: 14116 - 6O :39/3 Cell Phone: E-mail:—.G!(�"i..S�� L��a F`J�. G i••� Address: �$`�3 {1 2 / � S City: State:___iL,� Zip Code: Proposed:Scope of Work: �IIf.S fti�l3 �.�,,._.(,lL Lai ar'C tg.�,iS D GCS 1A•SC I Re�eiVed Nov 16 20�5 PB�e s:flf s i 1 T • 1 A ' N i COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE-Arlington,WA 98223•Phone(360)403-3551 i — Project Name/Tenant_ /VA:rIDA A'L Foa,o s Al- .STA F-- Ca L-C Site Address 21 DJIVC Bldg/Unit/Suite ,WAe qua 4 IBC Construction Type `� 4 Yp IBC Occupancy Type . . " Description pf Use Fibccz ie Building Square Footage, WA _ Number of Stories Square Footage Per Floor tN Will there be any installation, modification or removal of the following?(Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ ,/ Hazardous materials L. / High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants f ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above chocked items: w FTa c ��F4 i j Installation,changes,modifications pr removal of any of the above may require additional submittals, jinformation,c r permits during the Pan. I awor construction process. Page 7 of 9 } COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Statement of Special Inspection Name of Project: IyAnAAA — VVAD.3 Project Address: �a �..� _ _ AtJ,�..1 ti,.! W>>'3 Special Inspection Firm: ,�. A . AX. Te&h7 j Address: 7 Aa loom Ave Nd' A 1_ l� sif4xie-iic"1 Contact Person: /-I j_ l�✓�r7� Phone: W S Email: L/Z +C✓/¢/47(_7�5�-�,�t .�d•�_ Special Inspection Firm Special Inspectors: The Special inspection Firm of Tesh'Q will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( K Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy" City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site,for review. Page 8 of 9 ....i ''R � s s•� �. v �� . � • � � �l- _ /' i. .. � :` .� � � ,�� ti t •� f 1 I COMMERCIAL APPLICATION j! PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Sulldin.g t)lvision: The Building Divislon shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set, The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. ( . # The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for Inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner; The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC.the approved plans and this document may void this agreement and the Building Officials approval of the special inspector.In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project,until nonconforming items have been resolved. i ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this:agreement. Owner �• r .:, Data /` d=: hereby certify that the above Information is correct and thatAhe construction on, and the occupancy and the use of the above- described property Will bo'in accordance with the laws, rules and regulation of the State of Washington. Applioants:Sig nature Print,AppllCanf$<Name bate FOR STAFF USE°.ONLY I i Permit# Accepted By Amount Received Reeelpt# bate:Received Rage 9.pf 9 i i i COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. lJ One(1) City of Arlington Commercial/Multi-Family Permit Application / (One permit application per building or structure is required) U/J One(1)City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Three(3)Architectural Drawings Three(3)Structural Drawings Three(2)Structural Calculations ❑ One(1) Project Specification Manuals(if applicable) ❑ One(1) NREC Code Compliance Forms One(1)Special Inspection Requirements Forms One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to ced(@arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. Page 1 of 9 4p,1 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2012 International Building Code(IBC) 2. 2012 International Residential Code(IRC) 3. 2012 International Mechanical Code(IMC) 4. 2012 International Fuel Gas Code(IFGC) 5. 2012 International Fire Code(IFC) 6. 2012 Uniform Plumbing Code(UPC) 7. 2012 International Property Maintenance Code(IPMC) 8. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2& IRC R401.4.1) D. PLANS AND DRAWINGS Submit three(3)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. Page 2 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each ox to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN —REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building set backs, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ❑ AR HITECTURAL DRAWINGS 1. 7 Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '/<-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, etc. Page 3 of 9 • �. I COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. �) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes C. []� SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.Two completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington Page 4 of 9 � ' er COMMERCIAL APPLICATION 1 PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical,electrical, plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to permitcenter(cDci.arling ton.w&us. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Page 5 of 9 i i COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community$Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 I THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND,RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENTOFINTENDED USE. p Name of.Project: N1 h0'1A'/ '!se S_ Valuation: 9d:espy Project Andress:_aZ 1 Parcel ID#: Legal Description Owner:T^� �.�.S D-v��-�s LL C.� Phone Number�[��(o) 7 q„3 5 _7s n Address: r30100, f,t-w :��i��. city ,1'd a-F; State: p Code E',, y. Q i, Engineer: g;f!!'s, �T,tC�..f Phone Number: Cell Phone: 310~ Sep-- /7 Bf E-mail:AS Address: 367ti1 flruG+(;C CA�►ti� �7��City: MA144A✓ State; Zip Code: *J-6,d i General Contractor: A Phone Number: Agg, 3&VYJSo0 Cell Phone: .1.0(0- XV-34V E-mail: Address: yQ S City: S9& #- State: Zip Code: '9 8/i$ _ Contractors License Number:_4 N(7/NPC.43♦; C p Expiration: Contact Person: G�1��3 L.a+4a Phone Number: 1� d 39/3 Cell'Phone: « E-mail: Address: City: 'zSil!&KG State: _ij*_ Zip Code: 2w—/A*V' Proposed:Scope of Work:. JIItS�{7q�l ,� Lh UI o `,�S D f . dW 4&4t. �C Rece1Ved � 2p15 � Page'B:of 9 i t COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Project Name/Tenant D&AL Foo,D t A-r No ti-I4 .5TA FL C.o L-o .S i op,t 6,F, Site Address al D. S_ Ww,g4-qy4L Bldg/Unit/Suite AU IBC Construction Type IBC Occupancy Type N�r Description of Use F2ecz Building Square Footage_A Number of Stories / Square Footage Per Floor NjQ TrQ f Will there be any installation, modification or removal of the following?(Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) © ,/ Hazardous materials High piled/rack storage ❑ Industrial ovensffurnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ StandpiPesystems ❑ Temporary membrane structure,tents(>200sq ft)or canopies'(>400 sq ft) u gems: 33 b^w-i o4-' ��a rL tA,&L 4A...1�. Installation,changes;modifications or removal of any of the above may require•additional submittals, information,:or pgn.h.itb during.Vw-plan:.review.or c.4nstmetlon process. ! Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Statement of Special Inspection Name of Project: 0/AT 1x4.AA- 4rVAD. Project Address: 2la A**— &J,At ib... Special Inspection Firm: ,� 2. TP5�7•�l Address: 19&AAyle Ad AtX /JD ..51�/�,CC/�/ ..t�G�.•�.�(, cam!'- 9�b6� Contact Person: /_1 c? Phone: Email: 1-1 Z i4/31C.TCS�'1~tit ,e4t __ Special Inspection Firm Special Inspectors: The Special inspection Firm of .4-4,61- T05h11-3 will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( -Y, Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site,for review. Page 8 of 9 i COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal Inspections performed by the City and the contractor is responsible:for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the Citylnspector. Sullding Dlvifslon: The Building b'ivision shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the ap proved'piari set. The City Ihspector wili.monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. j [ Design Professionals: The architect and,engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner; The project owner,or the architect or engineer acting as the owners agent,shall employ the special Inspector or agency. ENFORCEMENT: A failure of the.special inspector or firm to perform in keeping the requirements of the IE3C,the approved plans and this.document may void.this sig►eement and.the Building Officials approval of the special inspector.In such case a new special inspector and/or firm•would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result 1n.a STOP WORK notice being posted on the project,until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this:agreement. Owner: _ _ -_ Date-J'',1 t�r--5 ov A CES Z—L C— I hereby certify that the above information is correct and thaU.-the construction on, Arid.the.occupancy and the use of the above- described property wil[IJa1ri accotdance.with the::laws,rules and regulation of the State of VVashington. Applicants:Signature Print AppllCaiit$`Name bate FOR 6.TAiF0 USEVNLY Permit# Accepted Sy JAliioyiit Repaived Recelpt# Date Received .Page 9.0 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. One(1)City of Arlington Commercial/Multi-Family Permit Application (One permit application per building or structure is required) One(1)City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Three(3)Architectural Drawings Three(3)Structural Drawings Three(2)Structural Calculations ❑ One(1) Project Specification Manuals(if applicable) ❑ One(1) NREC Code Compliance Forms One(1) Special Inspection Requirements Forms One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to ced(a-arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. I Page 1 of 9 ~ COMMERCIAL APPLICATION , PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2012 International Building Code(IBC) 2. 2012 International Residential Code(IRC) 3. 2012 International Mechanical Code(IMC) 4. 2012 International Fuel Gas Code(IFGC) 5. 2012 International Fire Code(IFC) 6. 2012 Uniform Plumbing Code(UPC) 7. 2012 International Property Maintenance Code(IPMC) 8. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2& IRC R401.4.1) D. PLANS AND DRAWINGS Submit three(3)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. Page 2 of 9 - =a COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS N1ark each ox to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. [ SITE PLAN— REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building set backs, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water,sewer, gas and electrical. 10 Flood hazard areas,floodways, and design flood elevations as applicable. B. ❑ AR HITECTURAL DRAWINGS 1 7 Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '/4-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor, in all rooms and spaces) e) Show ALL exits on the plans;include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, etc. Page 3 of 9 " COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. V d) Include a stair section showing rise, run,landings, headroom, handrail and guardrail dimensions. 5. Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1. Two completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington Page 4 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical,electrical, plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to perm itcenter(&ci.arl ington.wa.us. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Page 5 of 9 Permit#: 840 Permit Date: 11/16/15 Permit Type: COMMERCIAL RACKING Project Name: National Foods Applicant Name: Engineered Products, a Pape' Company Applicant Address: 9883 40th Avenue S Applicant, City, State, Zip: Seattle,WA 98108 Contact: Chris Ling Phone: 206-250-3913 Email: chrisl@epofwa.com Scope of Work: Racking system installation Valuation: 95000.00 Square Feet: 0 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/19/2015 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051100202200 210 S WEST AVE TWIN CITY FOODS 637 Warehousing& INC Storage Services Contractors Contractor Primary Contact Phone Address Contractor Type License License# Engineered Products,a Chris Lang 206-250-3913 9883 40th Avenue CONSTRUCTION UBI 602 684 203 Pape'Company S CONTRACTOR Engineered Products,a Chris Lang 206-250-3913 9883 40th Avenue CONSTRUCTION Labor&Industries ENGINPC93I CO Pape'Company S CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status Pallet racking anchors 12/07/2015 C00.RACKING approved per supplied 12/04/2015 12/07/2015 BUILDING Approved engineering. Plan Reviews Date Review Type Description Assigned To Review Status 11/16/2015 Commercial Other BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $1,309.20 Building Plan Review Table 4-2 $850.00 Total $2,159.20 Attached Letters Date Letter Description 11/18/2015 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/19/2015 Laura Ohringer 57061892 cc $2,159.20 Outstanding Balance $0.00 Uploaded Files Date File Name 12/14/2015 1393545-4678 001.pdf 11/16/2015 1364039-840 Application.pdf � f r / i �A I F— D z C Cn F7 -- - 71 T m V D Ila z oci D m II I o � — i I rr-1r�lr-Ir rn r �-�r��r C_ D C m — FT-1 a N ® c WE S''C TI r Cly 'OZ0 ^^� �a 0;a ` + o Ov� 1'77 mo AAa O < Om3 3y A=� G z y Z xts� �o y N c7 o DRAIFINCS PREPARED FOR THIS DRAWING AND DESIGNS G� o y n r THIS SFWl NOT BE REVISIOIII oW.. m Z National Foods ENGINEERED PRODUCTS A PAPS CO DUPLICATED,USED OR DISCLOSED NO. DATE DESCRIPTION BY TO OTHERS FOR PROCUREMEM OR y m o ='.ms 9883 40TH AVENUE SOUTH Seattle, WA 98118 OTHER PURPOSES,EXCEPT AS f OTHERWISE AUTHORIZED BY 2 re � zfo S. west Ave F=? Phone: 206-394-3300 Fax: 206-575-6688 COKMCr,BOUT EXPRESS B WRITTEN CONSENT OF ENGINEERED Arli�.gton, WA 98223 Storage and Material Handling Specialists A PR DUCTIONS SHALL BEAR 5 __ THIS NOTICE. 6 _........... w._,._, _._.___. .____..,__,.,,., ,_ ___....__,__ _..,. i4 ' i r j tom.,, ,�/1...—.___.I`••.,• ',,.-."L...:_..:._.:.........J`V,,�y' ,.. ,III III : �. "=!-'l..__�._.h.'^� �- '7 --ram'.,•,.,. _t> .-^"L.—.._. .......ham ' j I ---- -� z t._ .. r r •,.. Lo l r , C` I -J r� I I1 � li� _ D 0 Z N I D ` t------ r m_ A A II 2 N _ REO/ST p �' d a�r'nmm x� N zv�. o ti 'm F, o ,'-' l obi' N33 DRAWINCS PREPARED FOR THIS DRAW"'AND DESIGNS REVISION „,,..., pi p^g �q �y p^g A �p THEREON SHALL NOT BE ?p , r i ENGINEERED PRODUCTS A PAP CO DUPLICATED,USED OR DISCLOSED N0. DATE................._.._....,..,..........._........, DESCR1Pf10N BY `D eJ ZZI National Foods RO EMEM OR b Iv TO OTHERS FOR PURPOSES, CUR PT AS 1 - u� O Z � ': 7' t` OTHERWSOTHER AUTHORIZEDEBY _2 Cn 210 S. West Ave NI{�I, - r.,t CONTRACT,WITHOUT E%PRESS S Arlington, WA 98223 ")(I Imw i1 PRO�CTCANBEM OF ENGINEERED """'4 - Storage and Material Handling Specialists ALL REPRODUCTIONS SHALL BEAR THIS NOTICE. g