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Home My WebLink About20932 67TH AVE NE_BLD1299_2026 .75 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: 4717 LOT#: DATE: ' J JOB ADDRESS: 33 8 SS' /4- Q& TYPE OF INSPECTION: )c�-DG E 2 - --�_ 2-,-5 ❑ 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 1T. ❑ 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 131,1�Gf M Piz - Ky-p zuu'- BL pGr p — N, PP�c,Z=ram C31r�Gc Q --� I�p�LyG� THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DAT•. Y nA BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON • • 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. One(1)City of Arlington Commercial/Multi-Family Permit Application (One(1) permit application per building or structure is required) ❑ One(1)City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2)Architectural Drawings Two(2)Structural Drawings Two(2)Structural Calculations ❑ One(1) Project Specification Manuals (if applicable) ,_,/ One(1)NREC Code Compliance Forms L/ One(1)Special Inspection Requirements Forms \r❑ 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_arlingtonwagov. I acknowledge that all items designated above are included as part of this application. REV 2015 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 ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 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 two(2)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. REV 2015 Page 2 of 9 - l 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 box 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 setbacks,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. ARCHITECTURAL DRAWINGS 1. ❑ 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. REV 2015 Page 3 of 9 Gil Y Dl' COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 j) Show the location of all new walls,doors,windows,etc. 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. 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. One(1)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 REV 2015 Page 4 of 9 COMMERCIAL APPLICATION s o xN��o� 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 ced@arlingtonwa.gov. 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. REV 2015 Page 5 of 9 t 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 BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. ' Name of Project: nCLSf_!:-/ l�ruv�f �- �/�r�l Valuation: /0 k Project Address: 2_0 q 3 7 Z Alil- Parcel ID#: 3 D 1 3 Legal Description Owner: Co.S.W 4 C4XJ,1-., 9-u✓-e-S Phone Number: 'Z 1,o _ !o r I- 7 (. /, .7 Address: 5'1 iS /`7!� 4d C.- A f: City: A.- State: vv� Zip Code: 90 7-z 7 Engineer: Spa„ jz Phone Number: •- 3/p _ Z/ 3!v Cell Phone: E-mail: Address: 1 L I I g„fj< tAs a City: /h pu r V trn n State: WA Zip Code: 9 f�Z -7 3 General Contractor: S P/a.,✓ a Phone Number: &)o 7-/3& Cell Phone: E-mail: Address: j I 1 11 c�c.l� (.vim City: jr7Aan t l//r"Mate: w/1- Zip Code: 9J 77 3 Contractor's License Number: SPAyu IT 13T I N 1 3 Expiration: Contact Person: 1)4 44f 50el Phone Number: l 5 D S Cell Phone: E-mail: Address: City: State:— Zip Code: Proposed Scope of Work: Z s / 1 -d 3G//1 REV 2015 Page 6 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 Project Name/Tenant (-IrD✓/S Site Address 7 05 3 Z L -7 AD �� ✓ � Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use Building Square Footage Z y S-D`6. Number of Stories I Square Footage Per Floor Sa.•.�- 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 ovens/fumace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: ,J o A A- Installation, changes, modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 Y COMMERCIAL APPLICATION y�l1vC,`��z PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 Name of Project: (_7 ry '°$_ fed t - 13 a-/- Project Address: 2 o g 3 Z G A-� Al Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of 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 ( ) 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. REV 2015 Page 8 of 9 `1Y COMMERCIAL APPLICATION y�l�NGSp� 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. Building Division: The Building Division 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. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: J Date: / - Z o - / -7- —zT I hereby certify that the above information is correct and that the 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. Applicants Signature CO3 S-4-7 (--„()L".4, s - z 0 - r �- Print Applicants Name Date FOR STAFF USE ONLY Received JAN 2 n 2017 Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 <S>H2.5 @ Each Approximate Pudin End Typ. 518"Cdx Only (Metal Vented Blocking 5/8'Cdx Only(Metal Roofing &Felt By Owner) - @ Gables Typ, z 12 / Roofing &Felt By Owner) 4 26 DF#2 Purtins z 26 DF#2 Pudins @ 24"O.C.t Typ. 2x6 Gurlin O — Tre-Mahuf. 2scia Truss x6 Fa Section Pre-Manufactured Trusses J (B) I DBL At Posts Typ. 6x HF#2.60 1 6� T� — o < Single Truss @Gables Tom' P.T.Posts Typ.— 2x6 Support & 1611 BUCK WAY 19 Brace Truss Per Truss Specs 29 ga Steel Siding Blocks o � /4'Bolts MOUNT VERNON o 2x6 DF#2 Girts —0/Tyv ek T 4 WA 98273 o 4'Concrete Slab @ 24^O.C. 2x6 DF#2 Girls 6x HF42.60 360-42 -1505 6 2x P.T. Over V.V.B.Over Between Post's 2x8 P.T. < P.T.Posts Typ. 360�241505 L�TII Plate Compacted Fill Typ- Baseboard T Siding Per Plan d, REVISED DATE: yP• T yp- I I Concrete Filled I <I I �LA)Place '6 16d Nails With Block In 00-00.00 Of Bolts 0 nd Walls H n. � j j TYP C�� (t✓ O �' Ut�l �� I "Punch Pad ,:7 ' k 35-0' a Support Blocking �jE(("TQ®(iZ1J Q Scale=3/4'=1'-0' 2 SCALE=1/8'=1'-0' 79-0' CL 10'-0' X 12'0' 12'-0' 12'-0' 10'0' 14'-0' -� 0 I- -----COT,-f---- � ----5-0x16--f------ --------- -- --------------- ------------------------------- - t 50xl6-f_ I 50x16 f 50xl6-f 50xl6-f 1 6- j M• J � I I � I 2x6 DF#2 Purlins @ 24'O.C.± 1 Typ. I r I ANA++ i I W 6x HF#2.60 DBL Pre Manuf. s 4 Truss Dbl @ Post P.T.Posts Typ. Typ i W l 0 I L03 1 2 f Ridge I Z N rn 4 4 ---- ---- ----------------- �i ao rn --------------- --------------- - in w - ------------ --------------- n� t I a7 r> I.o a cv ca Q c� 4'Concrete Slab I v I ? Over V.V.B.Over 1 a Compacted Fill I ? I y C° ° W x--i tr/I-"' Typ. a I M c O_ rn 1 c I V (V Q D- 1 I Iw I �_ f I Laq� DATE:329-16 1 26 DF#2 Girls I WAS f w, SCALE=1J6•=r-o^ N @ 24'O.C. 1 " Between Posts DRAWN BY:Daniel L - l T J I I I CHECKED BY: YE t 60x70 Frame For I Glass Door r� l `C4' 12x9' r r -- 40x40-s1 40x40-sl I 30x68-s.c � �QSTER�O V-6'Roof [FLOOR PLAN <- I Wind Exposure'B' 5'Gutters&Downspouts 01VAL Overhang t SCALE 25#Snow Load By Owner 2 Typ, Diagonal=78'3-1/8' Field Verify All Door& 2450 S.F. Window Locations U :i: R: U cui Z z Z J m a" Frame For 1611 BUCK WAY Cho 12'x9' MOUNT VERNON 98273 Ohd WA 0-310 1-800-310-2136 360-424-1505 Grade Grade 4i,T I I I ( I ( F,�1111 REVISED DATE:L I 00-00-00 u G�-GALL =1 '=V-0- BOO PJ 4 SCALE=118'=1'-0' C. s 1 0 w� G Grade Grade 1 I I I I I I I l I I I I I ( I 1 I 1 I I I F5]SCALE=1/8'=1'-0' W CO Z N rn Approximate +17'10-3/4' � Q Q Ridge LO N C o w N C Z 1 O ♦; _ CD V N Q d Truss A c � DATE:3-29-16 4f SCALE=1/e"=1'-0" l 6]SCA LE=1/8'=PO' DRAWN BY:Daniel L Left Elevation Same -� Z CHECKED BY: Q 27 81 4,� I 2 Grade ��O� ® �` Ft^'ISTEF� �C1�' 1n I 1 1 I I 1 1 1 Grade Ss74NAL I I I I I I I I I I I I I I I CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 ` PHONE; (360)403-3551 BUILDING PERMIT Address:20932 67th Ave NE Permit#:1299 Parcel#:31051100301300 Valuation:40000.00 OWNER APPLICANT CONTRACTOR Name:CASEY&CHERI GROVES Name:Casey Groves Name:SPANE BUILDINGS INC. Address:518 148TH ST NE Address:20932 67th Ave NE Address: 1611 Buck Way City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Mount Vernon,WA 98273 Phone: Phone:360-424-1505 Phone:425-259-6071 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 New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC1I0. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and ed Ci , rlin ton#3#3 ignature Print Name Date, Released By e CONDITIONS Adhere to approved plans. All site work requirements per permit#766 are required to be complete prior to issuance of Certificate of Occupancy.A plumbing permit and approval from the Snohomish County Health District is required if bathrooms are added to the building. 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 1/31/2017 Building Permit Fee $753.39 1/31/2017 Building Plan Review Fee $489.70 1/31/2017 Processing/Technology Fee $25.00 1/31/2017 State Building Code Surcharge Fee $4.50 Total Due: $1,272.59 Total Payment: $0.00 Balance Due: $1,272.59 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 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20932 67th Ave NE Permit#:1299 Parcel#:31051100301300 Valuation:40000.00 OWNER APPLICANT CONTRACTOR Name:CASEY&CHERI GROVES Name:Casey Groves Name:SPANE BUILDINGS INC. Address:518 148TH ST NE Address:20932 67th Ave NE Address: 1611 Buck Way City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Mount Vernon,WA 98273 Phone: Phone:360-424-1505 Phone:425-259-6071 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 New CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 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. IBC1I0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return forth and led it din ton#3 74 .� 17J✓�S �/ ignaturc Print Name Date Released By DaKe CONDITIONS Adhere to approved plans. All site work requirements per permit#766 are required to be complete prior to issuance of Certificate of Occupancy. A plumbing permit and approval from the Snohomish County Health District is required if bathrooms are added to the building. 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 1/31/2017 Building Permit Fee $753.39 1/31/2017 Building Plan Review Fee $489.70 1/31/2017 Processing/Technology Fee $25.00 1/31/2017 State Building Code Surcharge Fee $4.50 Total Due: $1,272.59 Total Payment: $0.00 Balance Due: $1,272.59 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 Permit Information Date 1/20/2017 Permit Number 1299 Project Name Axis Roofing Applicant Name Casey Groves Applicant Address 20932 67th Ave NE City, State,Zip Arlington, WA 98223 Contact Doug Pederson Phone 360-424-1505 Email Permit Type Commercial New Site Address 20932 67th Ave NE Valuation 40000.00 Status Issued Permit Issued 1/31/2017 Permit Expires Square Feet 2450 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use New Pole Building Assigned To Kristin Foster Parcel# 31051100301300perty Information CASEY&CHERI GROVES Owner Information 20932 67TH AVE NE CASEY&CHERI GROVES 518 148TH ST NE Contractors ARLINGTON, WA 98223 Contractor Name Primary Contact SPANE BUILDINGS INC Phone Email Contractor Type 25-259-6071 License ONTRgCTOR Labor and Industries License# Review PANEB1141JD Date Type Description Tar et 1/20/2017 ommercial ill require plumbing permit and SNOHOMISH CO 9 Completed Assigned Buildin Date Date o Health district a roval if bathrooms are added. 1/27/2017 1/26/2017 To Status Kevin pproved with Fees lander onditions Fee Descri lion Notes Amount 322,10.00 00 — Buildin^Permit Fe 345.8 3.00.00 Buildin Plan Review Fe 341.43.00.02 processin fTechnolo 386.00.01.0 Tots State Buildin Code Surchar a Fee Pa rnent T pe Amount heck#11 Acre ted B t Description Kristin Foster 145 Paid 8 $1,272 5 Amount Outstandin Date $1,272.5 3112017 is Roof&Gutter,Inc. Tota Note Notes ancy. — Date lete prior to issuance of Cert of OccuP 1120l2017 Site improvements are to be comp Upload File Ii loaded B Uploaded Files File Fostcr,Kristin Foster,Kristin Date Issued. ermd. df Foster,Kristin 1131I2017 a:15: 1299 00 PM 1299 Axis Roofin_ Planlica[on_pdf 1l2012017 4:35:07 PM i299 Axis Roofing A 112012017 4:35107 PM - s sc. s"a Permit Information Date 1/ >40/2017 Permit Number 1 299 Project Name Ax ig R00fn9 Applicant Name Casay Groves Applicant Address 2C932 67th Ave NE City,State,Zip Arlirn9ton, WA98223 Contact Doug Pederson Phone 360-424_ 505 Email Permit Type Cornrnerciat New Site Address 20932 67th Ave NE Valuation 40000.00 Status Applieq Permit Issued Permit Expires Square Feet 2450 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use New Pole Building Assigned To Kristin Foster Property Information Pa rce I#:31051100301300 CASEY&CHERI GROVES Owner Information 20932 67TH AVE NE CASEY&CHERI GROVES 518 148TH ST NE Contractors ARLINGTON, Wq 98223 Contractor Name Primary Contact Phone SPANE BUILDINGS INC. 25-259• Email Contractor Type 6071 License ONTRACTOR Labor and Industries License# Review SPANE61141 JD Date Tvna Descri tion Tar t 1/20/2017 Commercial Building 1/27/2017 ate Completed Date Assi ned To Fees Kevin Olander Status In Review Fee Processin /Technolo Fee Descri tion 341.43.00.02 Notes Amount Tota $25.0 $25.0 Note Notes Date lete prior to issuance of Cent.of Occupanc (� 11P Fill�I 112012017 Site improvements are to be comp U loaded B File Foster,Kristin Uploaded Files oster,Kristin F Date Axis Roofin Plans.pdf 1/20/2017 4:35:0 PM 12� 7 p 1299 Axis Roofinq APp_tication,pdf 1/20/2017 43 9___ Ar"M RCIAL APp LICATION APIERIWIT SV City of Arlingto �a'-'�8 04 t of Community& BMITTAL _ 59th Ave NE •Arlington WOmic Development The following minimum information is r A 98223 • Phone Application. Mark each box to designate �'•viredfor our (360)403-3551 checklist as art of our submittal doc[��at the information merciallMulti-Farm/ p Y emits. has been Y Building Incomplete application provided. Please submit this One (1) City of Arlington Commerc a 1/r cal will delaY the review. this One 1 application P d i r1 ti-FamilY Permit Application ( ( ) permit a lication per bu i� 9 or structure i ElOne (1) City of Arlington Commerc i a 1/ s required) Two (2)Architectural Drawings MU►tr_Family Submittal Requirements Form Two (2)Structural Drawings Two(2)Structural Calculations ❑ One(1) Project Specification Manuals (If applicable) One(1)NREC Code Compliance Forr-ns L`9 One(1)Special Inspection Require rrn ents Forms �'❑ One(1)Occupant's Statement of d ed Use Form Drawings shall be BOUND ROLLEDTOGETHER INCOMPLETE SE S�Y TYpE� architectural, structural and landscape, and then An intake appointment is required for al/ ne To schedule an appointment please contac th��mercial or lyulti-F email to ced d2arlingtonwa.gov. a City Of Arlington P amr/CB ceding Permit ermit at(360 Applications. I acknowledge that all items designated abo� ) 403 3551 or by e are included as parr of this application. REV 2015 Page 1 of g Received (AN2p2017 hr) 1,)m . 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 ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 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 two(2)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. REV 2015 Page 2 of 9 - � r „^ • • , i � } 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 box 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 setbacks,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. [a ARCHITECTURAL DRAWINGS 1. ❑ 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. REV 2015 Page 3 of 9 _ � r T .. c ' < • a� _�— —. ., ,• - � � .. • � • �. ,• � .. 1 j71.V COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 j) Show the location of all new walls,doors,windows,etc. 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. 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. One(1)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 REV 2015 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 ced@arlingtonwa.gov. 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. REV 2015 Page 5 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 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. p f Name of Project: Ca S a!a [-=iruv<3 1 a��- V G it Valuation: L/L) k, Project Address: 20 dl 3 Z -1 //AE- Parcel ID#: 3 - 13 Legal Description Owner: co, Phone Number: 'Z 1,a _ (o 3- 7 fo(v 7 Address: l S 1 y:5 City: /¢ �, (w, State: ,.vim Zip Code: 90 7-z 7 Engineer: S P a, jz Phone Number: Cell Phone: E-mail: Address: 1 L i I (��, , w a City: )!Ig4A A I' vnState: C-/,A Zip Code: q�Z -7 3 General Contractor: SP/J,,✓ h Phone Number: Cell Phone: E-mail: Address: j L I I iI a«.lam l v City: Mann t W r I1 0"Etate: wlI- Zip Code: '9,4 77 7 Contractor's License Number: SPA.,-J 1K 131 1 N j S J> Expiration: Contact Person: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Proposed Scope of Work:_ Z n s t.,` I �a 1 A, REV 2015 Page 6 of 9 _ _ ., . �'- r - , . .- - '�i �' ,. ':, Gd X COMMERCIAL APPLICATION Ncy�® PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 Project Name/Tenant (I rOIAS b)J I L 13. r- Site Address 7 D`i 3 Z -7 �� A�✓•� �/ Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use Building Square Footage Z Y S'©s Number of Stories I Square Footage Per Floor S� 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 ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: UA-' Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223• Phone(360)403-3551 Name of Project: ro " S tad I, t3 a r Project Address: 20R 3 Z � `t ��^ �-�� N�� At("S(�,� Special Inspection Firm: Address: Contact Person: Phone: Email. Special Inspection Firm Special Inspectors: The Special inspection Firm of 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 ( ) 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. REV 2015 Page 8 of 9 t _ .. 'G,w. � i � � w c �� i L:.. _ _ . s � � . . i� � � i • r. � ., .,� f It 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 City Inspector. Building Division: The Building Division 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. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: 1 Date: / — Z a — / -7- I hereby certify that the above information is correct and that the 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. Applicants Signature Print Applicants Name Date FOR STAFF USE ONLY Received JAN 2 Q 2017 Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 � , _ I. r 1i . . ��. .' '+�' . a _ ,. �,. ,�� . .. 1/20/2017 SPANE BUILDINGS INC Molar spilfiul G)Wiw+, search L&I lndox Help ty L&1 Safety&Health Claims&Insurance Workplace Rights Trades & Licensing Washington State Department of " Labor & Industries SPANE BUILDINGS INC Owner or tradesperson 1611 BUCK WAY Principals MOUNT VERNON,WA 98273 360-629-2136 SPANE,JAMES O,PRESIDENT SKAGIT County Doing business as SPANE BUILDINGS INC WA UBI No. Business type 600 596 682 Corporation License ' Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SPANEB1141JD Effective—expiration 04/04/1986—04/01/2017 Bond CBIC $12,000.00 Bond account no. SF1979 Received by L&I Effective date 02/02/2004 04/01/2004 Expiration date Until Canceled Insurance Pioneer Specialty Ins Co $1,000,000.00 Policy no. CPP114596900 Received by L&I Effective date 10/06/2016 10/01/2016 Expiration date 10/01/2017 Western Heritage Ins Co $1,000,000.00 Policy no. SCP0990866 Received by L&I Effective date 03/10/2016 04/02/2014 Expiration date 04/02/2017 Help us improve https://secure.Ini.wa.gov/verify/Detaii.aspx?UBI=600596682&LIC=SPANEBI141JD&SAW= 1/3 1/20/2017 SPAN BUILDINGS INC Kinsale Insurance Company $1,000,000.00 Policy no. 01000371110 Received by L&I Effective date 03/3112016 04/0112016 Expiration date 04/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 169,152-00 Doing business as SPANE BUILDINGS Estimated workers reported Quarter 3 of Year 2010"31 to 50 Workers" L&I account representative TO/KRISTINE HATHAWAY(360)902-4811 -Email:HATK235@lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 0412612016 Violations Inspection no. 317939892 Location 107 West Pioneer St Granite Falls,WA 98252 Inspection results date 12/07/2015 Violations Inspection no. 317938620 Location 111 W.Stewart Rd Mount Vernon,WA 98273 Inspection results date 04/24/2015 Violations Inspection no. 317935684 Location 15421 166th St. Snohomish,WA 98291 Inspection results date t§O.ip LIS iryal)r<V9 https://secure.Ini.wa.gov/verify/DetaiI.aspx?U BI=600596682&LIC=SPAN EBI141 JD&SAW= 213 1/20/2017 SPANE BUILDINGS INC 09/22/2014 Violations Inspection no. 317447902 Location 1431 Sunset PI Mount Vernon,WA 98273 Inspection results date 09/0312013 Violations Inspection no. 316865377 Location 830 SunnySide Blv. Everett,WA 98205 Inspection results date 04/24/2013 Violations Inspection no. 316752484 Location 202 Suzanne Lane Mount Vernon,WA 98273 Inspection results date 3 06/20/2012 Violations Inspection no. 316256445 Location 20978 Maupin Road Mount Vernon,WA 98273 Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.ini.wa.gov/verify/Detail.aspx?UBI=600596682&LIC=SPANEBI141JD&SAW= 313 fk I STRUCTURAL CALCULATIONS FOR GROVES POLE BUILDING 20932 6711 Avenue NE OFFICE COPY Arlington, WA CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED 2012 IBC DAT BY o NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR April 7, 2016 2016-1042 Received JAN 2 p 2017 Prepared By: Michael L. Schemmer, P.E. 2032 N Avenue, Unit A •,� Anacortes, WA 98221 CyF� (360) 941-1607 mispe.structures@yahoo.com �D 2 81 c�sTE �,L Al r 4P or ,i for r f Vt -ZO I&— i L. SCHEMMER, P.E. F-I-t r'4p 7� A G Sid _ off e, 0 73 0 C,Y- d'i re, Nficba,-1 L. Schenuner,P.E. 2032 N Avenue, Unit A Atiacoxtes,WA0.9221 (360) 941-1607 rlilspe.structures@yahoo,com Michael L.Schemmer,P.E. Project Title: Groves Pr'nBuilding �. 203tN'Avenue,Unit A Engineer: Michael L emmer,P.E. Project ID: 2016-1042 Anacortes,WA 98221 Project Descr: Pole Building (360)941-1607 mispe.structures@yahoo.com ASCE Seismic Base Shear File=c:lUserslOwneAD000ME-11ENERCA-1120657E-1.EC6 ENERCALC,INC.1983-2016,Buft!5.16.3.30,Ver.6.16.3.30 Risk Category Calculations per,ASCE 7-10 Risk Category of Building or Other Structure: "I":Buildings and other structures that represent a low hazard to human life in the ASCE 7-10,Page 2,Table 1.5-1 event of failure. Seismic Importance Factor = 1 ASCE 7-10,Page 5, Table 1.5-2 Gridded Ss&S1values ASCE-7-10 Standard ASCE 7-10 11.4.1 Max.Ground Motions,5%Damping: Latitude = 48,204 deg North SS = 1.0276 g,0.2 sec response Longitude = 122.053 deg West S 1 = 0,3997 g,1.0 sec response Location: Arlington,WA 98223 Site Class,Site Coeff.and Design Category fy Site Classification "D":Shear Wave Velocity 600 to 1,200 ft!sec = D ASCE 7-10 Table 20.3-1 Site Coefficients Fa&Fv Fa = 1.09 ASCE 7-10 Table 11.4-1&11.4-2 (using straight-line interpolation from table values) Fv = 1.60 Maximum Considered Earthquake Acceleration S MS=Fa*Ss = 1.119 ASCE 7-10 Eq. 11.4-1 S M1=Fv*S1 = 0,640 ASCE 7-10 Eq.11.4-2 Design Spectral Acceleration S D5 S Ms213 = 0.746 ASCE 7-10 Eq.11.4-3 S D1 S M1213 = 0.427 ASCE 7-10 Eq. 11.44 Seismic Design Category = D ASCE 7-10 Table 11.6-1&-2 Resisting S stem _ ASCE7-10 Table 12.2-1 Basic Seismic Force Resisting System... Bearing Wall Systems Light-framed walls with shear panels of all other materials Response Modification Coefficient "R" = 2,00 Building height Limits: System Overstrength Factor "Wo" = 2.50 Category"A&B"Limit: No Limit Deflection Amplification Factor "Cd" 2.00 Category"C"Limit: No Limit Category"D"Limit: Limit=35 NOTE!See ASCE 7-10 for all applicable footnotes. Category"E"Limit: Not Permitted Category"F"Limit: Not Permitted Lateral Force Procedure ASCE 7-10 Section 12.8.2 Equivalent Lateral Force Procedure The"Equivalent Lateral Force Procedure'Is being used according to the provisions of ASCE 7 1012 8 Determine Building Period- use ASCE 12 8 7 Structure Type for Building Period Calculation: All Other Structural Systems "Ct"value = 0,020 "hn":Height from base to highest level = 10.50 ft "x"value = 0.75 "Ta"Approximate fundamental period using Eq.12.6-7 : Ta=Ct*(hn^x) = 0,117 sec "TL":Long-period transition period per ASCE 7-10 Maps 22-12->22-16 8,000 sec Building Period"Ta"Calculated from Approximate Method selected = 0.117 sec Cs"Response Coefficient ASCE 7-10 Section 12.8.1.1 S DS:Short Period Design Spectral Response = 0.746 From Eq.12.8-2, Preliminary Cs = 0.373 "R":Response Modification Factor = 2.00 From Eq.12.8-3&12.8-4,Cs need not exceed = 1.828 "I":Seismic Importance Factor = 1 From Eq.12.8-5&12.8-6, Cs not be less than = 0.033 Cs:Seismic Response Coefficient = = 0.3730 Seismic Base Shear ASCE7-10 Section 12.8.1 Cs = 0.3730 from 12.8.1.1 W(see Sum Wi below) = 24.50 k Seismic Base Shear V= Cs*W = 9.14 k I Michael L.Schemmer,P.E. Project Title: Groves PoI-,Puilding 2032 N Avenue,Unit A Engineer: Michael L. emmer,P.E. Project ID: 2016-1042 Anacortes,WA 98221 Project Descr: Pole Building (360)941-1607 mispe.structures@yahoo.com ASCE Seismic Base Shear File=c:lUserslOwneAD000ME-11ENERCA-1120657E-1.EC6 '�� .i ENERCALC.INC.1983-2016.Build 6.16.3.30,Vet:6.16.3.30 Licensee- Michael L.Schemnieri P.E-.— Vertical Distribution of Seism_ is Forces _ ASCE 7-10 Section 12.8.3 "k':hx exponent based on Ta= 1.00 Table of building Weights by Floor Level... Level# Wi:Weight Hi;Height (Wi*Hi)"k Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment 1 24.50 10.50 257.25 1.0000 9.14 9.14 0.00 Sum Wi= 24.50 k Sum Wi*HI = 257.25 k-ft Total Base Shear= 9.14 k Base Moment= 98.0 k-ft Diaphragm Forces:Seismic Design Category"B"to"F" ASCE 7-10 12,10.1.1 Level# Wi Fi Sum Fi Sum Wi Fpx:Calcd Fpx:Min Fpx:Max Fpx Dsgn. Force 1 24.50 9.14 9.14 24.50 9.14 3.66 7.31 7.31 9.14 Wpx•••.••••••••.•...... Weight at level of diaphragm and other structure elements attached to it. Fi.......................... . Design Lateral Force applied at the level. Sum Fi....................... Sum of"Lat.Force"of current level plus all levels above MIN Req'd Force @ Level....... . 0.20*S D*3 1*Wpx MAX Req'd Force @ Level...... . . 0.40*S DS 1*Wpx Fpx:Design Force @ Level....... Wpx*SUM(x->n)Fi / SUM(x->n)wi, x=Current level,n=Top Level Michael L.Schemmer,P.E. Project Title: Groves Pr'-.,Building 2032'N'Avenue,Unit A Engineer: Michael L ammer,P.E. Project ID: 2016-1042 Anacortes,WA 98221 Project Descr: Pole Building (360)941-1607 m Ispe.structu res@yahoo,com IBC 2012 1609.6 Alternate All-Heights Wind File=caUsorsWwner%DOCUME-11ENERCA-1120657E-LEC6 ENERCALC,INC.1983.2016,eulld:6.16.3,30,Ver:6.16.3.30 Analytical Values Calculations per IBC 2012 1609.6 User verified these IBC 2012 All-Heights Wind Method Limitations Analytical Values... 1609.6.1 (1): Total Height-75 ft with(Height I Least Width)-4 Exposure Category,ASCE 7-10 Sect 267.3 Exposure B -or- Fundamental frequency>= 1 hertz Mean Roof Height 14.0 ft 1609.6.1 (2): Not sensitive to dynamic effects Topographic Factor per ASCE 7-10 Sec 26.8,2 1609.6.1 (3): Site not affected by channeling/buffeting from upwind items K1 = 0,250 K2 = 1.0 K3 = 1.0 1609.6.1 (4): Simple diaphragm building per ASCE 7-10 Sec 26.2 Force Kzt to 1.0 per ASCE 7-10 26.8.2 Yes 1609.6.1 (5): Aware of ASCE 7 provisions for open buildings,multispan gable Topographic Factor Kzt = (1+K1*K2*K3)^2 = 1.000 roofs,stepped roofs,sawtooth roofs,domed roofs,roofs with V:Basic Wind Speed 110.0 mph slopes>45 deg,solid free standing walls&signs. per ASCE 7-10 26.5.1 1609.6.4.1 : Aware of need to check torsion per ASCE 7 Fig.27.4-8 MWFRS Table per IBC 2012 1609.6.2, Section 1 Design Pressure P = 0.00256 VA K C K z net zt WINDWARD WALLS&PARAPETS ----------------------------WALLS----------------------------- --------------PARAPETSps#----------- Kz based on ibc 20121609.6.4.2 Item 1 Enclosed Partially Enclosed Height Kz +Internal -Internal +Internal -Internal Enclosed Partially Enclosed 0-15' 0.570 7.60 12.90 1.94 18.55 22.62 22.62 20' 0.620 8.26 14.03 2.11 20.18 24.60 24.60 25' 0.660 8.80 14.94 2.25 21.48 26.19 26.19 30' 0,700 9.33 15.84 2.39 22.79 27.78 27.78 40' 0.760 10.13 17.20 2.59 24.74 30.16 30.16 50' 0.810 10.80 18.33 2.76 26.37 32.14 32.14 60' 0.850 11.33 19.24 2.90 27.67 33.73 33.73 70' 0.890 11.86 20.14 3.03 28.97 35.32 35.32 80' 0.930 12.40 21.05 3.17 30.27 36.90 36,90 90' 0,960 12.80 21.72 3.27 31.25 38.09 38.09 100, 0.990 13.20 22.40 3.38 32.22 39.28 39.28 Enclosed Partially Enclosed LEEWARD&SIDEWALLS +Internal -Internal +Internal -Internal Kz based on IBC 20121609.6.4.2 Item 2 0.570 Leeward Wall -9.01 -3.71 -14.67 1.94 Side Wall -11.66 -6.18 -17.14 0.71 Parapet Wall:Leeward Both Directions -15.02 Both Directions -15.02 Michael L.Schemmer,P.E. Project Title: Groves Pr` Puilding 2032 WAvenue,Unit Engineer: Michael L. emmer,P.E. Project ID: 2016-1042 Anacortes,WA 98221 Project Descr: Pole Building (360)941-1607 mlspe.structures@yahoo.com IBC 2012 1609.�Alte�rnate�M-Hei!g' hts Wind Flle=caUsALC,I Cr1983UME-11ENERCA-1120657E-,.EC6 ENERCALC,INC.1983.2016,8uild:6.16.3.30 Ver.6.16.3.30 KW �.� 1 MWFRS per IBC 2012 Table 1609.6.2 Section 1_ Kz per IBC 20121609.6.4.2 Item 2 = 0.570 Design Pressure P = 0.00256 V^2 K C et Kzt WIND PERPENDICULAR TO RIDGE psf Enclosed Partially Enclosed +Internal -Internal +Internal -Internal Leeward Roof or Flat Roof -11.66 -6.18 -17.14 -0.71 Windward Roof Slopes Slope<2:12 (10 deg) Condition 1 -19.26 -13.96 -24.91 -8.30 Condition 2 -4.95 0.35 -10.60 6.01 Slope<4:12 (18 deg) Condition 1 -12.90 -7.42 -18.38 -1.94 Condition 2 -0.88 4.42 -6.54 10.07 Slope<5:12 (23 deg) Condition 1 -10.25 -4.95 -15.90 0.71 Condition 2 0.53 6.01 -5.12 11.49 Slope<6:12 (27 deg) Condition 1 -8.30 -2.83 -13.78 2.65 Condition 2 1.06 6.54 -4.42 12.02 Slope<7:12 (30 deg) Condition 1 -6.54 -1.06 -12.02 -4.59 Condition 2 1.24 6.54 -4.42 12.19 Slope<9:12 (37 deg) Condition 1 -4,77 0.71 -10.25 6.18 Condition 2 2.47 7.77 -3.18 13.43 Slope<12:12 (45 deg) 2.47 7.77 -3.18 13.43 WIND PARALLEL TO RIDGE All slopes including Flat Roofs -19.26 -13.96 -24.91 -8.30 Roof& Overhang Components&Cladding per IBC 2012 Table 1609.6.2, Section 2&3 Design Pressure P = 0.00256 V"2 K C K et zt Description Continuity Item Type Eff,Area Kz Enclosed Partially ft 2 Enclosed No Discontinuity Gable, Slope<6:12 10.00 0.570 +: 0.00 0.00 0.00 0.00 i r> G :5;,/.0,44C im --- 'G' 17)4 n �e W 1,5,� �, '� X 72 * _1 Michael L. Schemmer,P.E. 2032'N Avenue,Unit A Anacortec,WA 99221 (360) 941-160.7 mispe.'structures@yahoo.com. . , I N--,HAF—L L. SCHEYV1M ER, P.E. \ L i t _ .� �� r'tI irA }tit7.G1 i 2 Y. �2 "i�•'1"�.,itr.Mr �t tom'-� � ��t�:...�.� . e6 -Michael L. Schemmer,P.E. 2032 N.Avenue,Unit A Ana,cortes,WA 99221 (360) 941-1607 mlspe.structures@yahoo.com N.-ft.'HAEL L. SCHEMMER, P.E. it J go V )c oy 1,61:3 2, 6- if IP-7 Michael L. Scheminet,P.E. 2032 N Avenue,Unit A Anacortec,`WA 99221 . (360) 941-1607 nilspe.structures@yahoo.com i SCHFEMMER P.E. qg E ; tu 54- 17 'P6 C-.V= 1,4, o rb P—r- pvw-ouj Vr -atf-z 04 Michael L. Schernmer,P.E. 2032 N Avenue,Unit A Anacorter,'\VA 98221 (360) 941-1607 rnlspe.structures@yahoo.com i I Michael L.Schemmer,P.E. Project Title: Groves P,pl,�Building 2032-N Avenue,Unit A Engineer: Michael L ;emmer,P E. Project ID 2016-1042 Anacortes,WA 98221 Project Descr; Pole Buildiny (360)941-1607 mispe.structures@yahoo.com Wood Beam File=c:lUserslOwner1000UME•11ENERCA-1120657E-1.EC6 0 r145 De ENERCALC,INC 1983-2016,Build:6.16.3.30,Ver.6.16.3.30 ri scption: Purlins - - ��' " Wo _CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASIDE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination i BC 2012 Fb-Compr 850.0 psi Ebend-xx 1,600.0 ksi Fc-Prll 1,400.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch (North) Fc-Perp 62 5.0 psi Wood Grade ; No. 1/No. 2 Fv 180.0 psi Ft 500.0 PSI Density 30.580 pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D 0.0160 S 0,050 31 Zx 2x6 2x6 " 2x6 2x6 2-2x6 2-2x6 'x6 Span=4;60 Span=10.0 ft Span=12.0 ft Span=12.0 ft Span=12.0 ft X Span=10.0 ft Span=14.0 ft Spa 1 50 ft I _ I Applied Loads Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D=0.0080, S=0.0250 ksf, Tributary Width=2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.910t 1 Maximum Shear Stress Ratio = 0.452 : 1 Section used for this span 2x6 Section used for this span 2x6 fb:Actual = 1,330.43 psi fv:Actual = 93.54 psi FIB:Allowable = 1,461.36psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 12,000ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#4 Span#where maximum occurs = Span#8 Maximum Deflection Max Downward Transient Deflection 0.365 in Ratio= 460>=240. Max Upward Transient Deflection -0,133 In Ratio= 270>=240, 1 Max Downward Total Deflection 0.482 in Ratio= 348>=180 Max Upward Total Deflection -0.175 in Ratio= 204>=180 Overall Maximum Deflections __ Load Combination Span Max." 'Defl Location in Span Load Combination Max,"+"Defl Location in Span 1 0.0000 7.620 +D+S+H -0.0897 0.000 +D+S+H 2 O.1743 4,304 0.0000 0.000 +D+S+H 3 0,1902 6,076 0.0000 0,000 +D+S+H 4 0.1686 6,076 +D+S+H -0.0007 11.848 +D+S+H 5 0.2460 6.380 0.0000 11.848 6 0.0000 6.380 +D+S+H -0.0694 6.709 +D+S+H 7 0.4817 7.620 0.0000 6.709 8 0.0000 7.620 +D+S+H -0.1750 1,500 l"• � Michael L.Schemmer,P.E. Project Title; Groves Pale Building 2032 N Avenue,Unit A Engineer: Michael hemmer,P.E. Project ID: 2016-1042 Anacortes,WA 98221 Project Descr; Pole Builcw,g (360)941-1607 mispe.struclures@yahoo.com Pole Footing Embedded in Soil File=c:tuserslownertoocuME-11ENERCA-1120657E-1.EC6 ENERCALC,INC.1963.2016.Bu1k1:6.16.3.30,ver;6.16,3.30 Description; Restrained Licensee Michael _ erinrripr- Code References Calculations per IBC 2012 1807.3, CBC 2013, ASCE 7-10 Load Combinations Used : IBC 2012 General Information Pole Footing Shape Circular Pole Footing Diameter...,...,,.. 30,0 in Calculate Min.Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive.................. 250.0 pcf "4`.d Max Passive................... 1,500.0 psf -� Controlling Values Governing Load Combination: +D+0,60W+H e Lateral Load 0.3156 k Moment 3,314 k-ft Restraint @ Ground Surface Pressure at Depth Actual SoH AWL�• Swtew Leoear ReminL_ Allowable 718.75 psf �-;•� a Surface Retraint Force 2,764.93 Ibs CMinimum Required Depth 2.875 ft O - Fooling Diameter=2'E" Footing Base Area 4.909 ft^2 Maximum Soil Pressure 1.626 ksf Applied Loads_ Lateral Concentrated Load (k) Lateral Distributed Loads (klf) Applied Moment (kft) Vertical Load (k) D:Dead Load k k/ft k-ft 2.280 k Lr:Roof Live k k/ft k-ft k L;Live k k/ft kft k S:Snow k k/ft k-ft 5,70 k W:Wind 0,5260 k k/ft k_ft k E:Earthquake k k/ft k-ft k H:Lateral Earth k k/ft k-ft k Load distance above TOP of Load above ground surface ground surface 10.50 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth•(ft) Actual-(psf) AIV4-(psf) Factor +D+H 0,000 0,000 0.13 0.0 31.3 1.000 +D+L+H 0.000 0.000 0.13 0.0 31.3 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 31.3 1.000 +D+S+H 0.000 0.000 0.13 0.0 31.3 1.000 +D+0.750Lr+0,750L+H 0.000 0.000 0.13 0.0 31.3 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 31.3 1.000 +D+0.60W+11 0.316 3.314 2.88 681.6 718.8 1.000 +D+0.70E+H 0.000 0.000 0.13 0.0 31.3 1,000 +D+0,750Lr+0,750L+0,450W+H 0.237 2.485 2.63 613.2 656.3 1.000 Michdel L.Schemmer,P.E. Project Title: Groves P^'-Building 2032 N Avenue,Unit A Engineer: Michael I lemmer,P.E. Project ID: 2016-1042 Anacortes,WA 98221 Project Descr: Pole Builoi.,g (360)941-1607 mispe.structures@yahoo.com Pole Footing Embedded in Soil FllexcaUsersl0wner\D000ME-11ENERCA-1120657E-1.EC6 ENERCALC,INC.1983-2016,BuIId:6.16.3.30,Vec6.16.3.30 �.� Description: Restralned +D+0,750L+0,750S4,450W+H 0,237 2.485 2.63 613.2 656.3 1.000 +D+0.750L+0,750S+0,5250E+H 0.000 0.000 0.13 0.0 31.3 1,000 +0.60D+0.60W+0.60H 0.316 3.314 2.88 681.6 718.8 1.000 +0,60D+0.70E+0.60H 0.000 0.000 0.13 0.0 31.3 1.000 r---- i------------------ ssn�lja-- ---------------------� lqeE L Ia) _ rn V I`r ` I ENL 1J i L � o I !1 I I I # I I bI �D I al xI I w I C=) f! 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Land Use • An office with storage would be allowed. Office and restrooms would need to be built within proposed the building • Design Review will be required if the new addition is 2 story-$423.00 • SEPA is required -$529.00 • Maximum building height is 45' • Parking—1 space per 400 square feet of gross floor area and a minimum of 1 ADA stall is required. • 20% parking lot stall shading is required. • Pole or monument sign cannot be placed in shared drive aisle into the property or on the storage unit/gas stations property.The sign could be located west of the gas stations 6 parking stalls. If planning a 2 story building,then the sign could be placed on the wall, below the second story window sill. Regulations will be supplied at the meeting Civil • Drainage shall comply with the 2012 DOE Stormwater Manual for Western Washington. • Paving the site is required. • Civil fees are 6%of the estimated cost of construction. • Construction Permit Application with the Construction Calculation Worksheet is required. Utilities • The current septic system was designed for a 3 bedroom residence. If more than 2 restroom facilities are installed the septic system will need re-approval from the Snohomish Health District. Pagel 1 Airport • Sub-district C of the Airport District- Avigation Easement with vicinity map required Additional Discussion&Information • The temporary office will need to be stabilized with cinderblocks, needs to be tied down and be ADA compliant for accessibility • The ADA parking will need to be located at the main entrance to the building • New restrooms will need to be ADA Compliant • Sprinkler system is not required • Attachment walls between the 2 buildings will need to be fire rated Page 12 9660Z# b1 3 N3W"'JM°-1!N°° s"I 0MQa3W0 N0113fHLL8NW a9 A Slitll3a OlY -_ SHLNOw BL NO3 anVA IVAOUd SIHl YNtYno OLL0ra0 S9 u3nL1LSN00 3Y roYoz <I Nvid 316 xLVNNaO 00'0 3 00• 0 /�ff/�7 [�/y� NV3d OMa'Q3SOd01Ie NUII3nLus iV90Z\m Ntlld MIS 03S0d0Hd a04 3 sus-vzr-oot}L 0 I/11.-V\LI� 0 (JSL)OMa mu 98BOZ\NOLLJAWSNOO :n Ntlld OSM 00'Z3 sia nok 3a�j38 9tU2 S O AQN ___----_----LG V V3 AL10 S3LON OMOlC3tm) NouOnvLsxW n S N130 O531 P 531ON Itl83N30 0t'l 3 SAW S-IIVO a �Ae a�'Lo3 0Mau3Aa1 0Y Y5e0 n 133I6 a3n03 oo�L 3 OAAL llVO (12A1898a MIN 311.1 - NOIldIiYJS30 9 133HS X3aNl ONWLtlaa T11WSnS ` J '13V S3133dS UnMNVON3 3a^ 3N 31 ON S1ry3d lU3 S133N kH !0 d!0 ANY'(ION) D /. )( IN31M AD 3JLLON 300SM'(Y.00 1VAOMddY 133VW OCMMVWAH Md4SM'01 / O311Wn ION MY 1n8-301)bNl AVIV NaMM SNDLLVZIWOMnY N0/0NV WMH3d / O/ 3l8VJnddv TIV 30"MvlldHW OW NOLLSM)WY 3HL a0i 3IMNOdSU - Z \ 38 TIVHS N33HON3 NO&M 03SNMII OW O3WAO A1N3dOdd 3HL IVAONddV rn` O -311NLL MNOt1�flN1SNW WA IIVVAOW&80 A110 AIM LOU S300 M3N3))MMYHO Z �T'• O -n N0LL3n LLSN00!0 1N3nWTW0NN0V '133HS SOU NO SY3WV 3WILYNDIS QNV -n N -n dNY1S 3SOHM'833W4N3 NOIS30 03SN30n 3HL A ALfV81SNOdS38 313ldVW - Fn Cn D D I SIHI°JO�NN�OlNN03 'S3atMMG OW SlS3a0�M0loNrtNvjo Alo jjU1 ILLVA - N 'y oNunne 3svaoLs xa Z Z r 3pNVndvIW lY))3Nih NO!03LYnlYA3 ONV ClMa&3N N338 SVH Wid SIH1 �� _ C I i00i9CiZOSe N30M 3 U r• s)p1101w aid 1N1113SV3,a 1N3W9431M0NH3V •9 IN m C Ln M31A321 9NIMV2f0 NOI1�flalSNO� s3Wtl coso m -� �- _m O - _ '13 OS 9L0'6- _ - - - 1N3-d as 9LD,B I a�fou 3ou3 �9•L Z 99YO1-NOLLr - N _0Wa30 f1 01 s"I and moi-)N7 Fv AoWNs uOa07UMILYA : _ ! yl NO1nH10N 3o ua ruvM OIL iA.o a3M3S /• / r 4 :a301A0ad Alnlln - YRt-fCl 09C) JIYi woa B'W4nuwpoao�A4lN3an01 / /. ----_._-r,,---_ _ - ._ ",` • — — �. .— `. 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U J U � M ® k�2 0 S7 Q 3 Ul � N ) 0 Z 0 0 't� o N N p (D O O C O N V V 2 W A A d G G N W W fD 'r v O O (0 co co to x - y ( 3 0 0 =h y n � ni N o io o T � O O N N w Z 0 0 n ro Z3 0 0 N N fD ro � � C i/N ryl _ a a 0o c � I mCOL COL -xx m Bond No. SPACSU0706770 KNOW ALL BY THESE PRESENTS,That we Axis Roof& Gutter, Inc. as Principal, and the International Fidelity Insurance Company as Surety, are held and firmly bound unto City of Arlington in the just and full sum of Twenty Thousand Eight Hundred Sixty-five And 94/100THS $20,865.94 )Dollars, for which sum,well and truly to be paid, we bind ourselves, our heirs, executors,administrators,successors and assigns,jointly and severally, firmly by these presents. Sealed with our seals, and dated this 1 Oth day of July 2017 THE CONDITION OF THIS OBLIGATION IS SUCH, that,whereas,the Principal has agreed to the completion of TESC on & off site, paving of the access easement, and private landscaping at 20932 67th Ave. NE NOW,THEREFORE,If the said Principal shall well and truly construct said improvements during the term thereof or any extension of said term that may be granted by Obligee with or without notice to the surety, then this obligation to be void; otherwise,to remain in full force and effect. Axis Roof& Gutter, Inc. (Principal) International Fidelity Insurance Company (Surety) / 'Ila Theresa A. Lamb, Attorney-In-Fact Tel(973)624-7200 POWER OF ATTORNEY INTERNATIONAL FIDELITY INSURANCE COMPANY ALLEGHENY CASUALTY COMPANY ONE NEWARK CENTER,20TH FLOOR NEWARK, NEW JERSEY 07102-5207 KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY,a corporation organized and existing under the laws of the State of New Jersey, and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under the laws of the State of New Jersey,having their principal office in the City of Newark,New Jersey,do hereby constitute and appoint JIM S. KUICH, TERESA GLOMBECKI, ANDY PRILL, THERESA A. LAMB, STEVE WAGNER, MICHAEL A. MURPHY, JIM W. DOYLE, JULIE M. GLOVER, CARL M LOVSTED III, CHAD M. EPPLE, PATTI WHITE Bothell, WA, their true and lawful attorney(s)-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise, and the execution of such instrument(s) in pursuance of these presents,shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY, as fully and amply, to all intents and purposes,as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney Is executed,and may be revoked, pursuant to and by authority of the By-Laws of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 20th day of July,2010 and by the Board of Directors of ALLEGHENY CASUALTY COMPANY at a meeting duly held on the 15th day of August,2000: "RESOLVED,that (1)the President,Vice President,Chief Executive Officer or Secretary of the Corporation shall have the power to appoint,and to revoke the appointments of,Attorneys-in-Fact or agents with power and authority as defined or limited in their respective powers of attorney,and to execute on behalf of the Corporation and affix the Corporation's seal thereto,bonds,undertakings, recognizances contracts of indemnity and other written obligations in the nature thereof or related thereto; and(2).any such Officers of the Corporation may appoint and revoke the appointments of joint-control custodians,agents for acceptance of process,and Attorneys-in-fact with authority to execute waivers and consents on behalf of the Corporation;and 13)the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond,undertaking,recognizance, contract of indemnity or other written obligation In the nature thereof or related thereto,such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation,to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY have each executed and attested these presents on this 31st day of December,2015. STATE OF NEW JERSEY GXSt1ACt County of Essex �y rc+o EAL saa G, - 4 1936 'Ire�� ROBERT W.MINSTER t Chief Executive Officer(International Fidelity HJERs�q Insurance Company)and President(Allegheny Casualty Company) On this 31st day of December 2015,before me came the individual who executed the preceding instrument,to me personally known,and,being by me duly sworn, said he is the therein described and authorized officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies;that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark,New Jersey the day and year first above written. :GO NOTARY�t�•' =f PUBLIC 9� °fiago+9,.' g�.' A NOTARY PUBLIC OF NEW JERSEY Q My Commission Expires April 16,2019 OF NEW 31 $"""" ``` CERTIFICATION I,the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Sections of the By-Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand this day of MARIA BRANCO..Assistant Secretary Date: 03/12/2026 Permit#: 1299 Permit Date: 01/20/2017 Review Date: 01/20/2017 Permit Type: COMMERCIAL BUILDING Review Type: COMMERCIAL BUILDING Target Date: 01/27/2017 Scheduled 00:00 Time: Completed 01/26/2017 Date: Description: Will require plumbing permit and SNOHOMISH CO Health district approval if bathrooms are added. Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31051100301300 CASEY& CHERI GROVES CASEY& CHERI GROVES 518 148TH ST NE 20932 67TH AVE NE ARLINGTON, WA 98223 Zoning: Lot: Block: 1999-S£b(09£) W00'ONLUAWS30VOSV0'MMM AS 3LV0 N 0 1 S-I A 3 N - ZL04sS£4(09£)%Vd fZZ88 NOlONII%NMSZ'NOl eN oBY� er aoH"m �g7tlN0LS,� l3a O ti♦s12er z£1-lav N0080'131A ON 3113 NOIE)NI1Ntl 30 A110 O sjau I s aobanjns sjaa ui6u3 "ON 'JNIlJ3BNhJN A R ° s •• si/s 31v0 (na 03X03NO J-33 H S �A OO 9l/S 31VO ON tmvua r- dNIk�/ � te rn�3Q V os �J $'719��L6 9l/S 31V0 BN. 03NOIS30 1 0iE)Nl'lH V JO Itl Ti.. O c - U } z F - _ QN-aQQi JZO 7 a�w mm 2ZI'oZZWaopK' W�ix Mums �' NMfia U< LUFW Q.w6T �v o NO~ ZCU Nm� JWNhI� `6W3 U (Jg 1.f. "R ¢zQQow �Or za 6 � y 55 ^^ 2Z 2 Q.SI a;W W�aN308. 2ta;o,oy^ WUNZWZwO N=ww o m�NM 01W m �0 0o U6MM2Mpy U�i �$v W o yz o.0 o_Uwwon� m uM ^ H W W'o �aU w o0o m� H� �� oN w KJWU�3w �. 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