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20325 71st Ave Ne_BLD2975_2026
CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20325 71st Avenue NE,Suite A,B and C Permit#:2975 Parcel#:00769800000700 Valuation:337856 00 OWNER APPLICANT CONTRACTOR Name:JENSEN BUSINESS PARKS LLC Name:Senior Aerospace,LLC Name:Bayshore Construction Company Address:20613 OLD BURN HILL RD Address:20100 71st Avenue NE Address: 16821 Smokey Point Blvd.#808 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:360-403-2088 Phone:425-239-7916 LIC:BAYSHCC818PG EXP: 10/07/2021 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: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 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. IBC 1 I 0/IRC l 10. 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 c ded City of Arlington#3101. P Z7Zcz Sig ialttre Print Name Date Released By Did CONDITIONS If water is to be permanently connected to the machine coolant supply line an RPBA is required to be installed. Contact Utilities - Gus Tararan at 360-403-3542. Adhere to approved plans. Approved job copy and permit shall be onsite. Call for inspections. THIS PERMIT AUTHORIZES 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 02/07/2020 Building Permit Fee $3,919.82 02/07/2020 Processing/Technology Fee $25.00 02/07/2020 Building Plan Review Fee $2,547.88 02/07/2020 State Surcharge-Commercial $25.00 Total Due: 66,517.70 Total Payment: $0.00 Balance Due: S6,517.70 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 �1 I McDowell Northwest SUBMITTALS 18901 East Valley Hwy S Kent, WA 98032 DATE: 2/4/2020 (425)251-8570 PROJECT: Senior Aerospace AMT ATTENTION: Spencer Cave REFERENCE: TO: Bayshore 16821 Smokey Point Blvd Arlington WA 98223 WE ARE SENDING YOU THE FOLLOWING ATTACHEMENTS X—(Submittals Mill Test Report Shop Drawing Plans 'Specifications Copy of Letter (Other COPIES DATE NO PAGES DESCRIPTION 1 2/4/2020 1 2 Soldier Pile Shop Drawing attached numbering Ian 1 2/4/2020 2 7 Stanwood Red!-mix Pum able Lean Mix THESE ARE TRANSMITTED as checked below: X ,For approval As requested For your use U For engineer's review and comment _f Other REMARKS Please submit to the structural engineer for approval and return a stamped copy. COPY TO Jeff Kensinger SIGNED: M Xew&9m If enclosures are not as noted, kindly notify us at once. 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P.O.Box 69•Silvana,WA 98287 Telephone(360)652-7777•Fax(360)652-5685 CONCRETE MIX DESIGN PROPOSAL PROJECT: Senior Aerospace/Arlington CONTRACTOR: McDowell NW USAGE: Pumpable Lean Mix MIX NUMBER: 1041OZ Pumpable Lean Mix MATERIALS ID Amount (Ibs) Description CEMENT 447 TYPE 1-II CEMENT TYPE F 50 50/50 TYPE F FA/GGBFS SAND 2100 C-33 SAND PEA GRAVEL 630 PEA GRAVEL WATER 417 WATER L.AFARGE NORTH AMERICA Cement NewCem Plus Analysis by: Lafarge Concrete Lab Sample from : Seattle Blending Facility Average Analysis: November 2019 Certified to NSF/ANSI 61 Mill Certificate ID: 11-19 BSCM Chemical Analysis Total Alkalies as Equivalent N820 2.05 % Available Alkali as Equiv. Na20(previous month's result) 0.4 % CaO Fly Ash* 15 S03 Fly Ash* 1.0 % S03 Slag** 4.9 % S Ion Slag"" 0.8 % Physical Analysis Ground Granulated Blast Furnace Slag SAL 28 Day** 106 % Class/Type F Fly Ash Pozzolanic Acivitity Index,28 Day* 99 % LOI Fly Ash* 0.27 % Autoclave Fly Ash* 0.03 % Autoclave Slag*' -0.01 % 45„ Fly Ash* 16.7 % 45„Slag** 3.5 % Density 2.75 Mg/m3 Cementitious Blend Class/Type F Fly Ash Blend Percentage 50 % Ground Granulated Blast Furnace Slag Blend Percentage 50 % We hereby certify this blended SCM product meets the requirements of ASTM C-1697 SCMb-50S/50Fand CSA A-3000 BMb-50F/S. Certified Qj Z. Rob Shogren, P.E. Technical Engineer Lafarge North America * 11-19F Centralia Class/Type F Fly Ash Cert SEA NEWCEMNovember19 Ground Granulated Blast Furnace Slag Cert Lafarge Seattle Plant 5400 W Marginal Way SW Seattle,WA.98106 Phone:206-923-8025 Ege OVE Mill Test Report Plant Seattle Cement Type GU&I-II Low Alkali Date 21-Nov-19 Production Period October 1,2019-November 1,2019 Certification No. 2019.19 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec.Limit Spec. Test Spec.Limit Spec. est Item Type GU Limit Result Item Type GU Limit Result UIG^,"") 19.7 Air content of mortar(volume%) ` 12 max 6 A1203(%) A 6.0 max 4.7 Blaine fineness(m2/kg) A 260 min 368 Fe203(%) A 6.0 max 3.6 %Passing 325 mesh 72 min° A 96.1 Ca0(%) A A 66.0 Autoclave expansion(%) 1.0 max 0.80 max 0.08 MgO(%) 5.0 max 6.0 max 0.8 Compressive strength MPa(PSI) min: min: S03(%) 3.0 max 3.0 max 2.7 1 Day A A 14.1 (2050) Ignition loss(%) 3.0 maxF 3.5 max 2.9 3 Days 14.5 12.0 26.1 (3780) Na2O(%) A A 0.21 7 Days 20.0 19.0 33.7(4890) K20(%) A A 0.39 28 Days 26.5 A 43 6(6320)E Insoluble residue(%) 1.5 max 1.5 max 0.44 Time of setting(minutes) CO2(%) A A 1.9 Vicat Initial not less than 45 45 98 Limestone(%) 5 max 5.0 max 4.5 Final not more than 375 375 195 CaCO3 in limestone(%) A 70 min 97 Heat of hydration(cal/g) Inorganic processing addition(%) A 5.0 max 0.6 7 Days A A 79.9e (Baghouse Dust) Potential phase composition(%)c C3S A A 65 C2S A A 7 C3A A 8 max 6 C4AF A A 11 C4AF+2(C3A) A A 23 C3S+4.75(C3A) A A 95 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec.Limit Spec. -� Spec.Limit Spec. I es, Item Type GU Limit Result Item Type GU Limit Result Equivalent alkalies(%) 0.60 max 0.47 False set(%) 50 min 91 ANot applicable. &Test result represents most recent value and is provided for information only. °Adjusted per A1.6. °Fineness: 45pm sieve,maximum%retained,28. EThe reported 28 Days are for the previous production period. FAn ignition loss of 3.5%maximum is allowed provided the cement at 550 t 25°C,show a loss in mass of no more than 3.0%. ADDITIONAL DATA Inorganic Processing Addition Data Type Baghouse Dust Amount(%) 0.6 Si02(%) 14.6 AI203(%) 6.5 Fe203(%) 1.5 CaO(%) 40.9 S03(%) 0.7 Base Cement Phase Composition C3S(%) 69 C2S(%) 7 C3A(%) 7 C4AF(%) 11 We certify that the above described cement,at the time of shipment,meets the chemical and physical requirements of the ASTM C1 50/C1 5OM-1 8 specification and the GSA A3001-13 Type GU specification. Signature: Title: Chief Chemist Edward C Rafacz VWasHington state WSDOT MATERIALS LAB 09/26/2018 Department of Transportation Aggregate Source Approval Report Owner: Green Crow Corp. Aggregate Source: PS-d-342 Lessee: Known as: Oso Gravel Pit Located in: NW 1/4 SE 1/4, SVV 1/4 NE 1/4 Section 12 T32N R6E County: Snohomish Remarks: Mineral Agg.and Surfacing: Test Date: 06/18/2018 Expiration Date: 06/18/2023 Absorption:1.18 Apparent Sp.G.:2.758 Bulk Sp.G.(SSD):2.703 Bulk Sp.G.:2.671 Deg:36 LA:20 .lCl l ld�llb: Currently approved as a source of age---for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary Portland Cement Concrete Aggregates: Test Date: 06/27/2018 Expiration Date: 06/27/2023 ASR-14 Day:0.55 ASR-One Year:0.03 CCA Absorption:1.11 CCA Sp.G:2.717 Deg:52 FCA Absorption:2.14 FCA Organics:2 FCA Sp.G:2.64 LA:20 Remarks: 1 Year ASR Results expire 12/2/2019 -ZK ('u rranhVai annrnlm�i fnr• Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Riprap, Quarry Spalls, Rock for Rock Wall,Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: NOT Approved for: Quarry Spalls Riprap Rock for Erosion and Scour Protection Rock for Rock Wells Stone 9-27.3(6) Streambed Aggregates: Test Date: 06/27/2018 Expiration Date: 06/27/2023 Absorption:1.11 Apparent Sp.G.:2.769 Bulk Sp.G.(SSD):2.717 Bulk Sp.G.:2.687 Deg:52 LA:20 Remark.: Currently Approved for: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date: 06/27/2018 Expiration Date: 06/2.7/2023 Bulk Sp.G.(SSD):2.717 Deg:52 LA:20 Remarks: Contact RME to determine if Resistivity, pH, Chlorides, and Sulfates testing is required Currently Approved for: Gravel Borrow for Str Earth Walls Gravel Borrow for Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 LltFARGE TH AMERICA Cement January 7, 2020 RE: Lafarge Cements Certificate of Compliance (2020) Dear Sirs, This is to certify that the Lafarge portland cements produced at Richmond,BC,and Exshaw Alberta comply with ASTM C-150, and AASHTO M-85 for Types I, H, III and V. Portland Limestone Cement produced at both Richmond and Exshaw comply with ASTM C-595,C-1157,and AASHTO M-240 Type IL(x). MaxCem produced at Seattle,WA complies with ASTM C-595 and AASHTO M-240 Type ITL(x)S(x). This applies to bagged and bulk products. All portland and portland limestone cements produced at the Richmond and Exshaw plants contain a minimum of 5% pre- consumer bi-products. The NewCem (ground granulated blast furnace slag) meets ASTM C-989 and AASTHO M-302 grade 100 specifications.All fly ash sold meets the specifications of ASTM C-618 Class F. TS 100 Pumice produced at the Kamloops grinding station complies with ASTM C-618 Class N. Type ITL(x)S(x) is a pneumatic blend of two individual components, ASTM C-595 type IL and ASTM 989 GGBFS. NewCem and Centralia fly ash are 100%pre-consumer bi-products. The total chloride content of all Lafarge PNW cementitious products sold are<0.01%by mass Should you have any questions,please feel free to call me. Sincerely, Rob Shogren, MBA,PE, Ph.D. Technical Service Engineer Lafarge North America (206)-923-9953 WESTERN REGION 5400 West Marginal Way SW,Seattle,Washington 98106-1517 Office: 206.923.0098 or 800.477.0100 Fax: 206.923,0388 National Ready Mixed Concrete Association 1qr(( Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Sltvursu Plant, Stanwood, WA Stanwood Redi-Mix, Inc. I has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Truck Mixing with Automatic Batching and Recordings of .Cementitious Materials, Aggregate, Water, and Chemical Admixtures G.s 1 o` r �e '1{"fi�t•�` O Signature of Licensed Professional Engineer March 11 2019 Mays 08, 2021 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Signature of Company Official Title of Company Official NOTICE:The Check List indicates only that plant facilities are satistadory for the production of concrete when properly operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Faalities,QC3.Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID#:827340 Certification 1D#:24205 © 1965, 1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete As ocktCon 900 Spring Street*Silver Spring s Marybnd 20910 Y COMMERCIAL APPLICATION r`� PERMIT SUBMITTAL Department of Community a Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(300)403-3551 The following minimum Information is required for your CommerciaUMuitl Family Building permit Application.Mark each box to designate that the Information has been provided. pease 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 Commerdal/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 ❑ One(1)Special Inspection Requirements Forms ❑ One(1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELYBY TYPE,architectural,structural and landscape,and then ROLLED TOGETHER INCOMPLETE SETS> An intake appointment is required for all new Commercial or Mufti-Family Building Permit Applications. To schedule an appointment please contact the City of Adington Permit Center at(300)403 3334 or by email to cedAarlingtonwa.gov. I acknowledge that all items designated above are Included as part of this application. REVISED REV 11r2019 Page 1 of 9 Received JAN S 4 2020 �?30 2775 N 0 _ COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community 6 Economic Development City of Arlington-18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE E. CODES The City of Arlington currently enforces the following: 11)WIMationgf 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 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buddings and Facilities(lCClA117.1) Washinaton State AmiQn0mentA 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 8, WAC 51-11 Washington State Energy Code 7. WAC 296488 Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 16 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 planes rnust be submilted un rniuirnurn 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 1 IJ2019 Page 2 of 9 �. COMMERCIAL APPLICATION PERMIT SUBMITTAL \! �'8�, Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Marie 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 outllne arc all exterior improvements. 3. Provide property legal description and stow property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(ortwo 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 live 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 Rood 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-apse 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 118"minimum scale.Details a minimum%.-inch scale. b) Plans must show the entire tenant spans. 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 an the plans;include new,existing or eliminated_ f) Show Barrier-Free information an the drawings. g) Show the location of all permanent rooms,wells and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. 1) Provide a door and door hardware schedule. REV 1112019 Page 3 of 9 COMMERCIAL APPLICATION 70 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 penetratlons. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 118"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 wails. 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 111zul9 Page 4 of 9 CYO Y D,c' COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(380)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 1112019 Page 5 of 9 V p� �o e COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 TW APPLICA TION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DwEums NOT REGULA7ED UNDER THE IRC. TI11S APPLICATION MUST BE ACCOMPANIED BYA COMAIERIXAf.APPLICATION SUBMITTAL CNECKLFSTAND AN OCCUPANT'S STA7EMEN70Ff1V7ENDED USE. 611 3.31) g5,62",4r Name of Project-/An v&� _ ..g I r-tti FialA A &41o(11S Valuation: —--- Project Address: S s r fa J E' A! Parcel ID V Legal Description Owner: rje h,e�. R e!n5OhG t_ - L Phone Number 3`O- 'l3T 1119 Address: 7 01 1>t) `1 i`'t l4 AC-IV 6- City: A rl,"2�p YN State: W Zip Code: �>tj Z 2- Engineer: 7,o b L el��� e✓->� - �.C - 5E as Phone Number; Cell Phone: E-mail: t'lk-aL} her,MA r\A_!/^.n,v�,orb• GD 1v\ Address: pD �D)( I oa 0 City:SPC ICS,1 PX State: /`A L Zip code: 0$A-ugly-Y'-'(a7 General Contractor. 719 0. YE T Phone Number. Cell Phone: E-mail: Address: City: —State: Zip Code.- Contractor's License Number. Expiration: Contact Person: r,enp, /n9D�YhQL/ Phone Number. CeIlPhone: E-mail: CMr,� q�.I Address: Z 1 t t) -71}'Ad e-A dt- City: Arlr 112is State:Wes_ ZIP Code: 9 rr3Z2 � Proposed Scope of Work: M&C �X#A k. %>0 k 1' O to��A i 011 5 . REV 1112019 Page 6 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community A Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223-Phone(360)403-3551 Project Name/Tenant mod i!� na,t }-O A(.ron S-6eA80 r' Aer,05PR64 -Alr9 7- Site Address Z 2.:5-L -7 l"} fit!E /Y.E. Bldg/Unit/Suite 5 L.,Fe A. 3 f- G IBC Construction Type IBC Occupancy Type Description of Use M Arc H ? E S A err& /,-< Building Square Footage Fr- Number of Stories Square Footage Per Floor Sr n ,•c 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 piledirack storage ❑ Industrial evens/fumace ❑ Private fire hydrant@ ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above chq!ftd items 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 1112019 Page?of 9 00 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: 1 �Lgr 9-`!!i►'h i ►l F4,,u1.11&iJ.Q1" Project Address: ZD Z� A Ur-1��,-- - -- — — — ---- Special Inspection Firm: 6 T_ Address: ZQSa/ 6v7'k 6Vrr: /N/.E. Ar(�n9�0Y`,� LA,a��Z� — - Contact Person: K E V I el GHn ra 7D/1 Phone: Pres.aeAT— Email: Ke(2,e%�"`Q �{D�GS>t/nG.Goryt Special Inspection Finn Special Inspectors: -✓ The Special inspection Firm of 6�e n Le` / will perform special inspection for the following types of work(separa a forms must be submitted if more than one firm is to be employed). �j Reinfoned Concrete /( ) Bolting in Concrete ( ) Pre tressed Concrete ( ) Shotcrele ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: Ali 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 WASO 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 perhlrmed,for the review of all parties.Any nonconforming items snag 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 oragency 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 1112019 Page 8 of 9 COMMERCIAL APPLICATION • •I .77 PERMIT SUBMITTAL �4 1. `� Department of Community A 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 inspection&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,orthe 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 terns and conditions of this agreement. Owner. Date. 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 r Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 1112019 Page 9 of 9 x �Jrp P-400&'67 �L1 Permit#: 2975 Permit Date: 01/13/20 Project Name: Senior Aerospace -AMT Site Address: 20325 71 st Avenue NE, Suite A, B and C Company/Applicant Name: Senior Aerospace, LLC Company/Applicant Address: 20100 71 st Avenue NE City, State, Zip: Arlington, WA 98223 Contact: Gene Moomey Phone: 360-403-2088 Email: gmoomey@amtnw.com Permit Type: Commercial Alteration Valuation: 900000.00 Square Feet: 33000 Number of Stories: 1 Type of Construction: Occupancy Type: Proposed Use: Footing/foundation& installation of three new CNC machines MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: 1N PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone zoning 00769800000700 20325 71ST AVE NE JENSEN BUSINESS 637 Warehousing& PARKS LLC Storage Services Plan Reviews Date Review Type Description Assigned To Review Status 01/13/2020 Commercial Other Building In Review 01/13/2020 Commercial Other PW Admin Rev In Review 01/13/2020 Commercial Other PW-Sew-Rev In Review 01/13/2020 Commercial Other PW-Wat-Rev In Review Notes Date Note Created By: 01/13/2020 Plans are available for review at the Permit Center. Kristin Foster 01/13/2020 Contractor TBD �1 Kristin Foster Uploaded Files Date File Name 01/13/2020 6096812-2975 Apulica n.pdf .J I G1 Y U� COMMERCIAL APPLICATION 47 PERMIT SUBMITTAL ���G,J 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) r� One(1)City of Arlington Comm ercial/Multi-Family Submittal Requirements Form u 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 ❑ 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 cedAarlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 11/2019 Page 1 of 9 L��l 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 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10, 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) 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: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 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 11/2019 Page 2 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 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 1112019 Page 3 of 9 - COMMERCIAL APPLICATION PERMIT SUBMITTAL IN O 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,wails to be removed and new wails. 3. U 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 11/2019 Page 4 of 9 G1�Y D+t' .�. , COMMERCIAL APPLICATION ��c,<ol 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 11/2019 Page 5 of 9 `�T Y 2,11 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 CHECKLISTAND AN OCCUPANT'S STATEMENT OF INTENDED\USE. Name of Project:�Rn 6%,2�Z�1'+1Lt LA 0P Valuation: fi '100,000. � M A c A 5 Project Address: Parcel ID# Legal Description Owner: 5 2 >`.e Q A er o Th G L- Z_L L Phone Number. 3 D- Y3 + 1 Address: _7__0 t b D 'I t,Sj'iN.J e JV 6 City: Ari,n-7}v Y1 State: t d Zip Code: j G; Engineer: Rob Lex+),-ed'rry Y-, s6-Al nat:� Phone Number: 5/`7- O(o0 Cell Phone: — E-mail: f erthA CNr-\Snrb• GOI'h Address: t D Q 0 X 100 0 City: PC 9 So YX State: 1A l Zip Code: "Ll(o7 General Contractor: r 9 0. Nr�'�SEf E cr YET Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: 6�t{r1 p, moofi e- /( Phone Number: 3_L b-qo3^z e,0 O Cell Phone: 3G& ZDZ^_7(v75_ E-mail: Cf/►'ID(Y/112►1P-,AY ►Ti tL),CavYl Address: Z 0l ba -7 f y`AJ 2 AAt- City: State:W Zip Code: 9 2 Z 3 Proposed Scope of Work: /s&_14G 1,N I/l - T60 l F:D cA iv,, REV 11/2019 Page 6 of 9 COMMERCIAL APPLICATION `vG�o PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Project Namefrenant t!� t Fot~ rtaA toti S Sen-o r AerOsPhoa -A 7 7— Site Address Z O'�>'l S' L s} A)r A E. Bldg/Unit/Suite S u.►fie /�� 3 G IBC Construction Type ` IBC Occupancy Type Description of Use M kc H Building Square Footage 3�,�ya(> 5 FT`. Number of Stories _ Square Footage Per Floor St n 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 piledirack storage ❑ Industrial ovenstfumace ❑ 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: 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 11/2019 Page 7 of 9 - COMMERCIAL APPLICATION .INPERMIT SUBMITTAL G Department of Community 6 Economic Development City of Arlington-18204 59th Ave NE-Arlington,WA 98223- Phone(360)403-3551 Name of Project: NL nLQ Project Address: ZD3zj t 'T AVM Special Inspection Firm: CS E Q 7-6-s 7- q Address: 205CL7 (o74k AVEd, E, Ar1rAl�pk , lldl�. Contact Person: K—t V I r1 R,C kA rc):)Q4 — Phone: pr e s,.a f,i — Email: �(�� ✓� of-esfi�nc.Gv n't Special Inspection Firm Special Inspectors: The Special inspection Firm of 4y-412 ri?57_ will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). QU 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 worts. 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 11/2019 Page 8 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 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. Date: I Z 122 1 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 im/A-PL4 l Z I QZ ZD 2 U Print Applicants Na Date FOR STAFF USE ONLY Receiveri i JAN J 0 2020 Permit# A By Amount Received Receipt# Date Received REV 1112019 Page 9 of 9 st �� OWasM1ingron Susie Depanmmt of Labor&Industries(fps//InLwa.gov) Contractors BAYSHORE CONSTRUCTION COMPANY Owner or tradesperson 16821 SMOKEY PT Blvd#808 Principals ARLINGTON,WA 98223 NURMI,FORREST CAL,PARTNER/MEMBER 425-308-8537 SNOHOMISH County y CAVE,SPENCER KELLY,PARTNER/MEMBER Doing business as BAYSHORE CONSTRUCTION COMPANY WA UBI No. Business type 602 570 874 Limited Liability Company Parent company Governing persons BAYSHORE CONCRETE LLC SPENCER KELLY CAVE FORREST CAL NURMI; License Verify the contractor's active registration/license I certification(depending on trade)and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. BAYSHCC818PG Effective—expiration 10/07/2019-10/07/2021 Bond Cincinnati Ins Co $12.000,00 Bond account no. 6783907 Received by L&I Effective date 10/07/2019 09/19/2019 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS57401434 Received by L&I Effective date 10/07/2019 05/21/2019 Expiration date 05/21/2020 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. Certifications & Endorsemen. OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. 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. 104,174-01 Doing business as BAYSHORE CONCRETE LLC Estimated workers reported Quarter 3 of Year 2019"51 to 75 Workers" L&I account contact TO/JULIE SUR(360)902-4715-Email:SURJ235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety& Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 04/22/2016 Violations Inspection no. 317939380 Location Corner 20th Ave SW& Seattle,WA 98106 r,i' Permit#: 2975 Permit Date: 01/13/20 Project Name: Senior Aerospace -AMT Site Address: 20325 71 st Avenue NE, Suite A, B and C Company/Applicant Name: Senior Aerospace, LLC Company/Applicant Address: 20100 71 st Avenue NE City, State, Zip: Arlington, WA 98223 Contact: Gene Moomey Phone: 360-403-2088 Email: gmoomey@amtnw.com Permit Type: Commercial Alteration Valuation: 337856.00 Square Feet: 33000 Number of Stories: 1 Type of Construction: Occupancy Type: Proposed Use: Footing/foundation & installation of three new CNC machines MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: M PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00769800000700 20325 71 ST AVE NE JENSEN BUSINESS 637 Warehousing& PARKS LLC Storage Services Contractors Contractor Primary Contact Phone Address Contractor Type License License# Bayshore Construction Spencer Cave 425-239-7916 16821 Smokey CONTRACTOR Labor and BAYSHCC818PG Company Point Blvd.#808 Industries Plan Reviews Date Review Type Description Assigned To Review Status 01/13/2020 Commercial Other Building In Review 01/13/2020" Commercial Other No comments,LT PW Admin Rev Approved 01/13/2020 Commercial Other No comments.SB PW-Sew-Rev Approved 01 i 13/2020 Commercial Other If water is to be permanently connected to the machine PW-Wat-Rev Approved with coolant supply line an RPBA is required to be installed. Conditions Gus Fees Fee Description Notes Amount Building Permit Fee Table 4-1 $3,919.82 Processing/Technology Fee $25.00 Building Plan Review Fee Table 4-2 $2,547.88 State Surcharge-Commercial Commercial Only $25.00 Total $6,517.70 Notes Date Note Created By: 01/27/2020 Received a revised application with revised valuation to only include the amount for the Kristin Foster foundations. 01/13/2020 Plans are available for review at the Permit Center. Kristin Foster O1/13/2020 Contractor TBD Kristin Foster Uploaded riles Date File Name 01/27/2020 6159573-2975 Revised Agplication.pdt 01/13/2020 6096812-2975 Application.lxll' Signature: Date: 5 _v (Yqc v :ri c v cz C ni O N N O O Qj Lu W .i1 G1 C! v J � v � f�/1�•✓� GIJLA 7`ic�r/S Q 149,UN47oA(I a I �yDB/n/.j r,GW a AAA-roA. - I S 0 z Lu _- G�3172 ue RA Receiver' FEB 0 3 202U ,ROiECTO - - f� STRUCTURAL ENGINEERING _-- --- -- SHC4-��� cam G`itls'�r� .� — //��t1�•�Gi�L� E-�ecAvdT'/AtJs �� �E}k �'r SLI4� dN lrr►a�,, ��� ! L 19NrVED �vR 7we /� �ECjI/I'd/G.lr l9. C f L v v V vt.70 v J t �Y Cv'�'o7tsT` �c�E lee � s taa��ic SSE P,�„��-e�.�-'F'oa. �y�/�r�� ����,,�' �1�•�'� � ,�`92'� 3y krlb x 3/) Togo pjc oo'g45 4014.e. ,&EA OW Togo f TEE Sta�� c'���REP�•ac,cs�r+�•v�', - t is d�Vr` Co• ta�r.o d �f.acc`N�" Tb ?Polo-" Lu LL t✓� /�i.e,t.... 71C'1tO Lora.7"S W G PA P&vw©St &/t Av •�vT) i1//.8 Lt/id+ I�,C.r�taf.JG� z 0 APO V-lo►4-1, "44-/� Filt-14d7 " r �/.2 3��os� 7?; .fie.r,„e. Piss 3.!%,c Wjl1x 36 x18' Foe �daa� r�a$wic.-g) 0 R,JLCT oaie STRUCTURAL E..NGINEERING 0 - --- - l)ES1Gh / --- SHEE ___ Senior Aerospace AMT Depth(ft) 0 5 -- - - .. ...............•---•--•---•----...---...--••--.......•-.................•-- 10 15 Li — Moment Equffibdum Force Equilibrium 20 0 1 ksf L -cShorin9Suite> CIVILTECH SOFTWARE USA www,civiltach.com Licensed to 4324324234 3424343 Date: 1/22/2020 File: UNTITLED Wall Height=7.5 Pile Diameter-2.0 Pile Spacing=8.0 Wall Type: 2. Soldier Pile, Drilled PILE LENGTH: Min. Embedment=11.08 Min. Pile Length=18.58 � MOMENT IN PILE: Max. Moment=84.00 per Pile Spacing=8.0 at Depth=12.42 EX- 5Z-A6,-ZZVA77C .' PILE SELECTION: 5La6 iS !v 7Az4-� Request Min. Section Modulus=30.5 in3/pile=500.57 cm3/p1le, Fy=50 ksi=345 MPa, Fb/Fy=0.66 W14X38 has Section Modulus=54.6 in3/pile=894.73 cm3/pile. It is greater than Min. Requirements! Top Deflection=0.38(in)based on E(ksi)=29000.00 and I (in4)/pile=385.0 DRIVING PRESSURES(ACTIVE, WATER, &SURCHARGE): a� Z1 P1 Z2 P2 Slope 0 0 30 1.050 .035 0 .07 30 0.070 0 PASSIVE PRESSURES: - Z1 P1 Z2 P2 Slope 9.5 .8 30 9.000 .4 ACTIVE SPACING: No. Z depth Spacing - 0.00 - -8.00 2 7.50 2.00 PASSIVE SPACING: No. Z depth Spacing 1 7.50 4.00 UNITS: Width,Spacing,Diameter,Length,and Depth-ft; Farce-kip; Moment-kip-ft Friction,Bearing,and Pressure-ksf; Pres. Slope-kip/ft3; Deflection -in �fr- Senior Aerospace AMT Depth(ft) 0 - 1 5 10 Moment Equilibrium Force Equilibrium 20 0 1 ksf <ShoringSulte> CIVILTECH SOFTWARE USA www.civiltech.com Licensed to 4324324234 3424343 Date: 1/31/2020 File: UNTITLED Wall Height=6.0 Pile Diameter=2.0 Pile Spacing=8.0 Wall Type: 2. Soldier Pile, Drilled PILE LENGTH: Min. Embedment=12.02 Min. Pile Length=18.02 MOMENT IN PILE: Max. Moment=111.05 per Pile Spacing=8.0 at Depth=11.33 PILE SELECTION: Request Min. Section Modulus=40.4 in3/pile=661.73 cm3/pile, Fy=50 ksi=345 MPa, Fb/Fy=0.66 W14X38 has Section Modulus=54.6 ln3/pile=894.73 cm3/pile. It is greater than Min. Requirements! Top Deflection=0.44(in)based on E(ksi)=29000.00 and I (in4)/pile=385.0 DRIVING PRESSURES(ACTIVE, WATER, &SURCHARGE): Z1 P1 Z2 P2 Slope �CrvXS� v7 0 0 20 0.700 .035 0 .235 6 0.235 0 PASSIVE PRESSURES' Z1 P1 Z2 P2 Slope 8 .8 20 5.600 .4 ACTIVE SPACING: No. -- Z depth Spacing 1 0.00 8.00 2 6.00 2.00 PASSIVE SPACING: No. Z depth Spacing 1 6.00 4.00 UNITS: Width,Spacing,Dia meter,Length,and Depth -ft; Force-kip; Moment-kip-ft Friction,Bearing,and Pressure-ksf; Pres. Slope-kip/ft3; Deflection-in 3 .3 cf n 0 O L--i !Y N ao 'V v x v � u u� C7 ��S' '�J s y ✓G n/t J cc w � O 074 ADP W ��' /tl �A✓ E .W a o �`s 3172 �� W RA Received FEB OS 2020 �I7'2�15 PROJECT STRUCTURAL ........ ENGINEERING -- DESfGN - SHEET 540ctr� G' le`�n, A1oR,NGSi&e4 SeAg ,r = ���, e .2— Its&o'rEcAL- Exe-Avdrlav5 A,e C�LE�rat.�� FoR 7-J}C L Ezz o'c'"e., Fill bra P,�.a»-�c��i.3 P/,m.a��i� -,�-�--�`-�-• . h� St£ r-,¢„vT-oe.r ,�'ow Tv�iea4 C.esc'w�' elm gm i�✓/�X 3P� n /U' �� �,i'it�X 3 yf ��f L 60 V1 1•- I �E.ww TcF oFE`X, 5�-ir�g To�E`>�r� rNE .s443 t�2£ I S pEVr` Chun• r,c+,t/ I`D��t��Ev7' Ta �Lor r G, �xE s r.,,v4 . oz- Aix- r, A4. Z>EsiwJ 77" ^4z 1 A C,, oik,e$oper# -D l'oE2 ruR,r�OSG ��f6N 8 f,�1unJG �'�1.�/ z �^ 0 z w -�•"S¢� En AaZ4,,) 720 A.)A s S /, "13e�vs•� T o� SL yj WJVx 36 x/�� (U." W/G.xso Foe Gae� M')to�u-wit-•S� �_..� �!''�L"__--S.u�"�°'? OfROJGCT DAZE -- -- STRUCTURAL _-- --------_.-- _--- -- _� ENGINEERING - f[DE� G[' i Senior Aerospace AMT _ Depth(ft) 0 .............. 5 - - -- 10 - - 15 _M'm um - - Force Equl m 20 0 1 ksf <Shor1n9Suite> CIVILTECH SOFTWARE USA www.civiltech.com Licensed to 4324324234 3424343 Date: 1/22/2020 File: UNTITLED Wall Height=7.5 Pile Diameter-2.0 Pile Spacing=8.0 Wall Type: 2. Soldier Pile, Drilled PILE LENGTH: Min. Embedment=11.08 Min. Pile Length=18.58 Na TEi 06- MOMENT IN PILE: Max. Moment=84.00 per Pile Spacing=8.0 at Depth=12.42 /�SrEo ��Lvw Esc. SLq,�ELEvetr�ow . PILE SELECTION: SLai iS 4, Request Min. Section Modulus=30.5 in3/pile=500.57 cm3/pile, Fy=50 ksi=345 MPa, Fb/Fy=0.66 W14X38 has Section Modulus=54.6 in3/pile=894.73 cm3/pile. It is greater than Min. Requirements! Top Deflection=0.38(in)based on E(ksi)=29000.00 and I (in4)/pile=385.0 DRIVING PRESSURES(ACTIVE, WATER, &SURCHARGE): Z1 P1 Z2 P2 Slope 0 0 30 1.050 .035 w�tv x 31 0 .07 30 0.070 0 PASSIVE PRESSURES: Z1 P1 Z2 - P2 -- Slope 9.5 .8 30 9.000 .4 ACTIVE SPACING: No. Z depth Spacing 1 0.00 8.00 2 7.60 2.00 PASSIVE SPACING: No. Z depth Spacing 1 7.50 4.00 i UNITS: Width,Spacing,Diameter,Length,and Depth-ft; Force-kip; Moment-kip-ft Friction,Bearing,and Pressure-ksf; Pres. Slope-kip/ft3; Deflection-in l 3 f 40 II r��l Senior Aerospace AMT Depth(ft) 0 I 5 10 1 AAoment Equilibrium Force Equilibrium 20 0 1 ksf aShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com Licensed to 4324324234 3424343 Date: 1/31/2020 File: UNTITLED Wall Height=6.0 Pile Diameter=2.0 Pile Spacing=8.0 Wall Type:2. Soldier Pile, Drilled PILE LENGTH: Min. Embedment=12.02 Min. Pile Length=18.02 MOMENT IN PILE: Max. Moment=111.05 per Pile Spacing=8.0 at Depth=11.33 PILE SELECTION: Request Min. Section Modulus=40.4 in3/pile=661.73 cm3/pile, Fy=50 ksi=345 MPa, Fb/Fy=0.66 W14X38 has Section Modulus=54.6 in3/pile=894.73 cm3/pile. It is greater than Min. Requirementsl Top Deflection=0.44(in)based on E(ksi)=29000.00 and I (in4)/pi1e=385.0 t -� DRIVING PRESSURES(ACTIVE,WATER, &SURCHARGE): Z1 P1 Z2 P2 Slope l6xSa 0 0 20 0.700 035 0 .235 6 0.235 0 PASSIVE PRESSURES: Z1 P1 Z2 P2 Slope 8 .8 20 5.600 .4 - ACTIVE SPACING: No. Z depth _ Spacing 1 0.00 8.00 2 6.00 2.00 PASSIVE SPACING: No. Z depth Spacing 1 6.00 4.00 UNITS: Width,Spacing,Dia meter,Length,and Depth -ft; Force-kip; Moment-kip-ft Fricdon,Bearing,and Pressure-ksf; Pres. Slope-kip/ft3; Deflection-in I.CODE REQUIREMENTS: 7.CONCRETE: ` ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF IBC DRAWINGS, SPECIFICATIONS, THE 2015 IBC, AND THE LATEST EDITION OF THE PTI CHAPTER 19 AND THE ACT STANDARD 318-02 1 /—UILDING CODE REQUIREMENTS FOR l U,' C '" @/5T1.1UC TORAL DOCUMENT, RECOMMENDATIONS FOR PRE-STRESSED ROCK AND SOIL ANCHORS'. STRUCTURAL CONCRETE. NINEERING 2,REFERENCE DOCUMENTS: f'c Minimum Cement Max. Water Per (psi) Per Cubic Yard 94 LB Cement USE Wl'_• 4t'-4" xnq Thi,d Avenue-SURe Too-SexUIe,WA gfi is REPORT ON GEOTECHNICAL INVESTIGATION BY GEOTEST NO. 19-0660 DATED 12-24-19. _____ 1-1/2 sacks pile lean concrete - J+ p:xofi.gg3.fi:,: z•r.R9meer•.•Om 934 Braadwzsy-Tacoma,WA 904ox 3.GENERAL REQUIREMENTS: B.WOOD: P:x53.xB 4.94]o zslengineers. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN I C,MNht]fi]O swnsan Sxy PxseE-AR Ryan R4• 0 TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S CONFORMANCE WITH W.C.L& STANDARD GRADING RULES FOR WEST COAST LUMBER No. WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL OR ACTUAL SUPERVISORY 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: AUTHORITY AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE Use Grade Fb(psi, single use) CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, 4X TIMBER LAGGING HEM-FIR NO 2 850 CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES AT THE PROJECT SITE. 9.STEEL: _ o UTILITY LOCATION: THE SHORING CONTRACTOR SHALL DETERMINE THE HORIZONTAL AND STEEL SPECIFICATIONS: DESIGN, FABRICATION AND ERECTION SHALL BE IN VERTICAL LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO DRILLING ACCORDANCE WITH THE LATEST EDITION OF THE RISC MANUAL, AISC 360 AND IBC I + I 2-3-20 PILE HOLES. PILES SHALL MAINTAIN A MINIMUM OF 12'CLEARANCE TO ANY EXISTING SECTION 2205. I I I I _ UTILITIES TO REMAIN. CONTRACTOR SHALL RESOLVE ANY PROBLEMS PRIOR TO L _J L-I-J DRAWN: PROCEEDING WITH CONSTRUCTION. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CFG CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING STRUCTURAL ELEMENTS IN TYPE OF MEMBER ASTM SPECIFICATION Fy (I EO SPACES � � ABB THE FIELD AND SHALL NOTIFY THE ENGINEER OF ALL FIELD CHANGES PRIOR TO CHECKED: FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBER. WIDE FLANGE SHAPES A992 50 KSI ABB ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THESE GENERAL NOTES AND THE SITE STEEL PROVIDED FOR SHORING DOES NOT REQUIRE CORROSION PROTECTION APPROVED: ABB" CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING 10. PILE AND LAGGING CONSTRUCTION: 4.GEOTECHNICAL INFORMATION AND CRITERIA: DEMOLITION: SHORING AND SOIL EXCAVATION SHALL BE DONE SIMULTANEOUSLY. ROE INSTALLATION OF SHORING, EXCAVATION, COMPACTION AND FILLING REQUIREMENTS DIMENSIONS AND LOCATION OF EXISTING STRUCTURES SHALL BE VERIFIED PRIOR TO SHALL CONFORM WITH THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT AND/OR FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBER NOTIFY ENGINEER ABOUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE SUBSURFACE CHARACTERIZATIONS ANY DISCREPANCIES PRIOR TO FABRICATION �. USED TO DESIGN THE SHORING ARE CONTAINED IN THE SOILS REPORT AS REFERENCED I AENSNA45: ABOVE. PILE AND ANCHOR HOLES SHALL BE DRILLED WITHOUT LOSS OF GROUND AND WITHOUT ENDANGERING PREVIOUSLY INSTALLED PILES AND ANCHORS THIS MAY INVOLVE CASING EXCAVATIONS FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE THE HOLES OR OTHER METHODS OF PROTECTION FROM CAVING REFER TO REPORT OF EXISTING COLUMNS,TYP (5)EQ SPACES - -6K6 LAGGING THESE MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER EXCAVATED GEOTECHNICAL INVESTIGATION FOR RECOMMENDED HOLE DRILLING PROCEDURE. (3)SPANS J AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL EXISTING FOOTINGS,M. RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE, EXCAVATION SLOPES SHALL BE SAFE STEEL PILE PLACEMENT TOLERANCES:AND SHALL NOT BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL, STATE, AND \`I - L -1 116,50,20•THIS CORNER RATE NATIONAL SAFETY REGULATIONS. 1'IN ANY DIRECTION qq I I EXCAVATE 10 BOTTOM OF FIG — — DESIGN LOADS ARE DETERMINED BY THE GEOTECHNICAL ENGINEER. THE SOIL PRESSURES LAGGING: TIMBER LAGGING SHALL BE INSTALLED IN ALL AREAS VOIDS BETWEEN 'L� I p I I ® I ADJACENT TO CORNER PILE& INDICATED ON THE SOIL PRESSURE DIAGRAM WERE USED FOR DESIGN, IN ADDITION TO LAGGING AND SOIL SHALL BE BACKFILLED WITH PEA GRAVEL OR LEAN MIX FILL. IT IS L--J L--J VERIFY THAT GOT OF FTC IS — THE DEAD AND LIVE LOADS, SEE REPORT OF CEOTECHNICAL INVESTIGATION FOR MORE CONTRACTOR'S RESPONSIBILITY TO LIMIT THE AMOUNT OF EXPOSED SOIL WITHOUT AT ELEV.-1.5. COMPLETE INFORMATION, INCLUDING RECOMMENDATIONS FOR SHORING IN GENERAL, LAGGING TO AVOID LOSS OF SOIL. MAXIMUM HEIGHT OF 4 FEET IS RECOMMENDED. SHORING MONITORING, EXCAVATION, LAGGING, AND DRAINAGE. SPECIAL CARE SHOULD BE TAKEN TO AVOID GROUND LOSS DURING EXCAVATION 1UR15DICTIONALAPPROVAL$TANIP. _ DESIGN PARAMETERS AS APPROVED BY THE GEOTECHNICAL ENGINEER ARE AS FOLLOWS: 11. SHORING MONITORING: LATERAL EARTH PRESSURES(EQUIVALENT FLUID PRESSURE) E.F.P. A SYSTEMATIC PROGRAM OF MONITORING SHALL BE CONDUCTED DURING THE PROJECT ACTIVE EARTH PRESSURE(YIELDING) 35 PCF EXECUTION TO DETERMINE THE EFFECT OF CONSTRUCTION ON ADJACENT STRUCTURAL ACTIVE EARTH PRESSURE(AT-REST) 55 PCF ELEMENTS IN ORDER TO PROTECT THEM FROM DAMAGE REFER TO REPORT OF TRAFFIC SURCHARGE PRESSURE(UNIFORM LOAD) 75 PSF GEOTECHNICAL INVESTIGATION FOR RECOMMENDATIONS FIELD DATA AND MEASUREMENTS SEISMIC SURCHARGE PRESSURE(UNIFORM LOAD) 7H PSF ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE, STRUCTURAL ENGINEER AND _ _" (E)6'CONCRETE F_ PASSIVE EARTH PRESSURE(INCLUDES FS-1,2) 400 PCF CEOTECHNICAL ENGINEER FOR REVIEW 0- SLAB ON GRADE H SHORING DURATION: THE SHORING IS TEMPORARY. THE CONSTRUCTION OF THE UNLESS OTHERWISE REQUIRED BY THE GEOTECHNICAL ENGINEER, THE MONITORING PERMANENT STRUCTURE SHALL COMMENCE IMMEDIATELY AFTER THE SHORING IS PROGRAM SHALL INCLUDE A VIDEO OR PHOTOGRAPHIC SURVEY PRIOR TO THE BEGINNING INSTALLED AND THE BULK EXCAVATION IS COMPLETE. OF THE SHORING INSTALLATION TO DOCUMENT THE CURRENT CONDITIONS OF THE Qj x¢W,�L�ly[S GQ{i .13.P1LE SURROUNDING FEATURES THE SIZE AND LOCATION OF ANY EXISTING CRACKS IN EXCAVATE TO BOTTOM OF FTG S.SHOP DRAWINGS: ADJACENT SLABS, PAVEMENTS OR BUILDING ELEMENTS SHOULD BE MEASURED AND ADJACENT TO CORNER PILE& DOCUMENTED. CONTROL POINTS SHOULD BE ESTABLISHED AT A DISTANCE WELL AWAY VERIFY THAT GOT,OF FIG IS FROM THE WALMEASURED THROUGHOUT ROUGHOUT CONSTRUCTION BY OPTICAL SURVEY.AND SLOPES, AND DEFLECTIONS FROM THE REFERENCE POINTS SHOULD AT F EV.-1.5'. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS: BE ` PnoJEcr TITLE: STRUCTURAL STEEL SAW CUT EXISTING 6"STAB FOLLOWING INSTALLATION OF THE SOLDIER PILES, LATERAL MONITORING POINTS SHALL GROUTS AND CONCRETES. AS REQ'0.FOR SHORING r- J r Senior Aerospace AMT BE ESTABLISHED ON THE TOP OF THE PILES PRIOR TO PROCEEDING WITH THE P EXCAVATION ONE MONITORING POINT SHOULD BE ESTABLISHED FOR THE LESSOR OF 20 INSTALLATION _ ( I SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE 20325 71st Ave Ne FEET ON CENTER OR EVERY FOURTH PILE, THE MONITORING P01NTS SHOULD BE READ ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR DAILY DURING EXCAVATION OPERATIONS AND TWICE WEEKLY ONCE THE EXCAVATION IS I - J L--J BLDG.325 SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, COMPLETED. THE INITIAL READINGS FOR THIS MONITORING SHOULD BE TAKEN BEFORE I 1 TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY STARTING ANY DEMOLITION OR EXCAVATION ON THE SITE. IMMEDIATELY AND DIRECTLY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A NOTIFY THE GEOTECHNICAL AND STRUCTURAL ENGINEERS, AND THE BUILDING 6x6 LAGGING THESE ��CI ( (5)EQ SPACES REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN DEPARTMENT, IF 0.3 INCH OF MOVEMENT OCCURS BETWEEN TWO CONSECUTIVE READINGS (3)SPANS �I 1 TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN AND WHEN TOTAL MOVEMENTS REACH.5 INCH. AT THAT AMOUNT OF MOVEMENT, THE r -- FOUND TO HE IN GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGN THE SUBMITTED ENGINEERS SHALL DETERMINE THE CAUSE OF DISPLACEMENT AND DEVELOP REMEDIAL 1 MEASURES SUFFICIENT TO LIMIT TOTAL WALL MOVEMENT TO.5 INCH. ALL EARTHWORK 1 AacHmC: ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE DESIGN 1 OR THE OWNER'S REPRESENTATIVE. ELECTRONIC SUBMITTSIONS MAY ALSO BE AND CONSTRUCTION ACTIVITIES MUST BE DIRECTED TOWARDS IMMEDIATE TEAM AND/OR IMPLEMENTATION OR REMEDIAL MEASURES NECESSARY TO LIMIT TOTAL WALL MOVEMENT I McDowell NW DEEMED TO MEET THE SUBMITTAL REQUIREMENTS NOTED ABOVE. OF.5 INCH. I � 18901 84th Ave NW 6.INSPECTIONS: B.O.E--7.5' A MINIMUM OF 3 VERTICAL MONITORING POINTS SHALL BE ESTABLISHED ON NEARBY �x I Kent, 25 98032 1 PH (425)251-8570 THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED ADJACENT BUILDING ELEMENTS PRIOR TO PILE INSTALLATION AND EXCAVATION. I MONITORING POINTS SHALL ALSO BE ESTABLISHED BEHIND THE WALL AT LEAST A I BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE LATERAL DISTANCE EQUAL TO THE HEIGHT OF THE EXCAVATION CUT. LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN 1 RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE EACH SET OF MONITORING DATA MUST BE PROVIDED TO THE OWNER'S REPRESENTATIVE i ISSUE: SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN THE AND GEOTECHNICAL ENGINEER FOR REVIEW IT MAY BE NECESSARY TO INSTALL W16r3)a16'24"0 HOLE FILLED SPECIFICATIONS AND IBC SECTIONS 108 AND 1704. DISCREPANCIES SHALL BE BROUGHT ADDITIONAL MONITORING POINTS IF WARRANTED BY THE DATA, RECOMMENDATIONS WILL (7)EQ SPATES W/LEAN MIX GROUT(19) TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE BE PROVIDED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION IF ADDITIONAL PLACES EA BOX DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE MONITORING POINTS BECOME NECESSARY. ATTENTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER IMMEDIATELY sHEar Tate: AND PRIOR TO COMPLETION OF THAT PHASE OF WORK. A LICENSED SURVEYOR(NOT THE CONTRACTOR) SHOULD ESTABLISH THE SURVEYING �--� Shoring Plan PRIOR TO PILE INSTALLATION AND MONITOR AT LEAST ONCE A WEEK UNTIL OPERATIONS SOILS INSPECTION: INSPECTION BY THE SOILS ENGINEER SHALL BE PERFORMED FOR ARE COMPLETED. )_ &General PILE PLACEMENT, EXCAVATION, AND LAGGING INSTALLATION. �4i -� I aR I LATERAL SURVEY FREQUENCY MAY BE DECREASED AFTER THE SHORING SYSTEM HAS BEEN L--J Shoring Notes TESTING AND SPECIAL INSPECTION REPORTS ARE TO BE DISTRIBUTED TO THE OWNER INSTALLED AND EXCAVATION IS COMPLETE IF THE DATA INDICATES LITTLE OR NO AND STRUCTURAL ENGINEER WITHIN TWO WEEKS OF COMPLETION OF EACH PHASE OF WORK ADDITIONAL MOVEMENT. SURVEYING MUST CONTINUE UNTIL THE PERMANENT STRUCTURE ` UNLESS DISCREPANCIES ARE NOT CORRECTED AS NOTED ABOVE IS COMPLETE. THE SURVEY FREQUENCY WOULD BE DETERMINED AND APPROVED BY THE INTELLECTUAL PROPERTY THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTIONS: GEOTECHNICAL ENGINEER AND WOULD BE BASED ON SHORING PERFORMANCE. }�P G'(f .......... FOR USE ONLY WITH THE WRITTEN 1 PERMISSION OF MCDOWELL NORTHWEST PRO EC No: 02255-2020-01 CONSTRUCTION TYPE TYPE OF INSPECTION CONCRETE CONSTRUCTION PER TABLE 1704. t EB 0. L SHFE ND STRUCTURAL STEEL FABRICATION AND ERECTION PER TABLE 1704.3 PILE INSTALLATION PERIODIC EXCAVATION AND GRADING PERIODIC 1•_Oe H 1 PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONFIRM THAT General Shoring Notes 10 Senior Aerospace AMT Shoring Plan 12 WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS STRUCTURAL ENGINEERING W —4 Third Avenue-Suite r""-S-11.WA 98. V ♦' ♦ NOTES: p:loe.443.exrz sxfengin ers-wm SURCIAWf 1NJ 934 Broadway-T-me,WA EB4-1 1.ACTIVE PRESSURE ABOVE EXCAVATION ACTS OVER P:153-184.947o esfengineers.<"m (1)PILE SPACING,ACTIVE C.WNM 20ZOSwwon Sq Ngit-AN RijhN Re T PRESSURE BELOW EXCAVATION _ tap 2'neglected ACTS OVER(1)PRE DIAMETER. ♦ ♦ 2.PASSIVE PRESSURE BELOW _ ._ ♦ EXCAVATION ACTS OVER .5W psl 70 psf (2)PILE DIAMETERS 'a4 TRAFFIC 3.PASSIVE PRESSURES ARE STRIP LOAD SURCHARGE i ALLOWABLE,A FACTOR OF °1y SURCHARGE \ e SAFETY OF 1.2 IS INCLUDED .6CN AT ADJ FTG. \ 3-20 — 4.ACTIVE PRESSURE ASSUMES 2- LEVEL BACKFILL. \ DRAWN: 5.LAGGING DESIGN 15 BASED CFG ON 50%OF ACTIVE PRESSURES DE51GN: ABB CHECKED: 35(H+D) 400(D) ABB APPROVED: ABB psf �� psf Active Pressure Passive Pressure 1 2 Pile Loading Diagram u„LIONS PP.I PLAN VIEW — LAWNG PER PLAN _ IURISDICEIONAL APPROVAL STAMP: BOTTOM OF x � � — — PER PLAN EXCAVATION E PER PLAN z x ( II j— TIMBER LAGGING II AUGERED HOLE(typ.) PER PLAN 4 II w 11 J 11 n n II I ENSEDEIEa PORTION OF 11 N PILE TO BE GROUND CLEAN OF MILL SCALE, II RUST,ETC E 11 11 E ° WF SOLDIER PILE AUGER 24'0 HOLE II n PER PLAN u--u ♦ , �. PROIECPTRLE: Senior Aerospace AMT 5 Cantilever Pile 20325 71st Ave Ne Typical Pile Plan 8 BLDG.325 MCHfIER: McDowell NW 18901 84th Ave NW Kent,WA 98032 TIMBER LAGGING PER PLM PH (425)251-8570 NOTES(miter for solid bearing) ISSUE: y TIMBER LAGGING PER WF PILE SIZE BLOCKING AS REQUIRED PLAN i PER PLAN FOR SOLID BEARING SHEECTiRE: a Shoring WP PILE SIZE -- Details PER PLAN INTELLECTUAL PROPERTY SCALE: 314"=,'-o"U.N.O. FOR USE ONLY WITH THE WRITTEN DAIS' PERMISSION OF MCDOWELL NORTHWEST rllolrcrMa 02255-2020.01 SHEEP ND: 9 10 Auger Pile- Inside Corner 11 Auger Pile-Outside Corner 12 $HZ 1, CODE REQUIREMENTS: 7.CONCRETE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF IBC DRAWINGS, SPECIFICATIONS, THE 2015 IBC, AND THE LATEST EDITION OF THE PTI CHAPTER 19 AND THE ACT STANDARD 316-02 13UILDING CODE REQUIREMENTS FOR L U; C. DOCUMENT, RECOMMENDATIONS FOR PRE-STRESSED ROCK AND SOIL ANCHORS'. STRUCTURAL CONCRETE'. 00/.. RUCTURAL NGINEERING 2.REFERENCE DOCUMENTS: f'c Minimum Cement Max. Water Per (psi) Per Cubic Yard 94 LB Cement Use 41'-4' 1 mgThird Avenue-SURe Too-Seattle,WA g e 1 REPORT ON GEOTECHNICAL INVESTIGATION BY GEOTEST NO. 19-0860 DATED 12-24-19. - - —a- — P:_64435ma ..+engineer,<am ^ 1-1/2 sacks -- pile lean concrete I ggq Broadway-Tecom a,WA 9Rgoa 3.GENER AL EQUI &WOOD: P:-53�e4 947o ss+engineers . CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CuPngm moo s—Say P.4a All Rqm..Rama TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S CONFORMANCE WITH W.C L B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL OR ACTUAL SUPERVISORY 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: AUTHORITY AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE Use Grade Fb(psi, single use) CONTRACTOR THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, 4X TIMBER LAGGING HEM-FIR NO. 2 !SD ti6 CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, 17 CONTRACTORS, OR OTHER ENTITIES AT THE PROJECT SITE. 9.STEEL: UTILITY LOCATION: THE SHORING CONTRACTOR SHALL DETERMINE THE HORIZONTAL AND STEEL SPECIFICATIONS: DESIGN, FABRICATION AND ERECTION SHALL BE IN VERTICAL LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO DRILLING ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL, AISC 360 AND IBC 2-3-20 PILE HOLES PILES SHALL MAINTAIN A MINIMUM OF 12TLEARANCE TO ANY EXISTING SECTION 2205. I I UTILITIES TO REMAIN. CONTRACTOR SHALL RESOLVE ANY PROBLEMS PRIOR TO L_ J L—.—_J PROCEEDING WITH CONSTRUCTION. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: - CFG CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING STRUCTURAL ELEMENTS IN TYPE OF MEMBER ASTM SPECIFICATION Fy gEwaP ABB THE FIELD AND SHALL NOTIFY THE ENGINEER OF ALL FIELD CHANGES PRIOR TO (7)TO SPACES - FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBER. WIDE FLANGE SHAPES A992 50 KSI CHECKED: ABB ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THESE GENERAL NOTES AND THE SITE STEEL PROVIDED FOR SHORING DOES NOT REQUIRE CORROSION PROTECTION. APPROVED: ABB CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. 10. PILE AND LAGGING CONSTRUCTION: 12 4.GEOTECHNICAL INFORMATION AND CRITERIA: DEMOLITION: SHORING AND SOIL EXCAVATION SHALL BE DONE SIMULTANEOUSLY. INSTALLATION OF SHORING, EXCAVATION, COMPACTION AND FILLING REQUIREMENTS DIMENSIONS AND LOCATION OF EXISTING STRUCTURES SHALL BE VERIFIED PRIOR TO SHALL CONFORM WITH THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT AND/OR FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBER. NOTIFY ENGINEER ABOUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE SUBSURFACE CHARACTERIZATIONS ANY DISCREPANCIES PRIOR TO FABRICATION _ USED TO DESIGN THE SHORING ARE CONTAINED IN THE SOILS REPORT AS REFERENCEDW W W V. E REwsioes. ABOVE. PILE AND ANCHOR HOLES SHALL BE DRILLED WITHOUT LOSS OF GROUND AND WITHOUT ENDANGERING PREVIOUSLY INSTALLED PILES AND ANCHORS, THIS MAY INVOLVE CASING EXCAVATIONS FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE THE HOLES OR OTHER METHODS OF PROTECTION FROM CAVING. REFER TO REPORT OF EXISTING COLUMNS,TYP.- (5)EQ SPACES - 6.6 LAGGING THESE MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER EXCAVATED GEOTECHNICAL INVESTIGATION FOR RECOMMENDED HOLE DRILLING PROCEDURE (3)SPANS AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. EXCAVATION SLOPES SHALL BE SAFE STEEL PILE PLACEMENT TOLERANCES: EXISTING FOOTINGS,TV.- AND SHALL NOT BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL, STATE, AND 4..- —J L——J - PLAIL NATIONAL SAFETY REGULATIONS, 1'lN ANY DIRECTION 'ExCAY TE THIS CORNER FIG I � I I ® I EXCAVATE TO BOTTOM Of FiC, DESIGN LOADS ARE DETERMINED BY THE GEOTECHNICAL ENGINEER. THE SOIL PRESSURES LAGGING: TIMBER LAGGING SHALL BE INSTALLED IN ALL AREAS. VOIDS BETWEEN 2 I ADJACENT TO CORNER PILE& INDICATED ON THE SOIL PRESSURE DIAGRAM WERE USED FOR DESIGN, IN ADDITION TO LAGGING AND SOIL SHALL BE BACKFILLED WITH PEA GRAVEL OR LEAN MIX FILL. IT IS L——J L——J VERIFY THAT BOT.OF FTC IS THE DEAD AND LIVE LOADS, SEE REPORT OF GEOTECHNICAL INVESTIGATION FOR MORE CONTRACTOR'S RESPONSIBILITY TO LIMIT THE AMOUNT OF EXPOSED SOIL WITHOUT AT ELEV -1,5'. COMPLETE INFORMATION, INCLUDING RECOMMENDATIONS FOR SHORING IN GENERAL, LAGGING TO AVOID LOSS OF SOIL. MAXIMUM HEIGHT OF 4 FEET IS RECOMMENDED. SHORING MONITORING, EXCAVATION, LAGGING, AND DRAINAGE. SPECIAL CARE SHOULD BE TAKEN TO AVOID GROUND LOSS DURING EXCAVATION aURI5DICTIONAL APPROVAL STAMP: DESIGN PARAMETERS AS APPROVED BY THE GEOTECHNICAL ENGINEER ARE AS FOLLOWS: 1L SHORING MONITORING: LATERAL EARTH PRESSURES(EQUIVALENT FLUID PRESSURE) E.F.P. A SYSTEMATIC PROGRAM OF MONITORING SHALL BE CONDUCTED DURING THE PROJECT ACTIVE EARTH PRESSURE(YIELDING) 35 PCF EXECUTION TO DETERMINE THE EFFECT OF CONSTRUCTION ON ADJACENT STRUCTURAL ACTIVE EARTH PRESSURE(AT-REST) 55 PCF ELEMENTS IN ORDER TO PROTECT THEM FROM DAMAGE REFER TO REPORT OF TRAFFIC SURCHARGE PRESSURE(UNIFORM LOAD) 75 PSF GEOTECHNICAL INVESTIGATION FOR RECOMMENDATIONS FIELD DATA AND MEASUREMENTS SEISMIC SURCHARGE PRESSURE(UNIFORM LOAD) 7H PSF ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE, STRUCTURAL ENGINEER AND h 6,CONCRETE PASSIVE EARTH PRESSURE(INCLUDES FS=1.2) 400 PCF GEOTECHNICAL ENGINEER FOR REVIEW. - (EJ -•� YAB ON GRADE SHORING DURATION: THE SHORING IS TEMPORARY. THE CONSTRUCTION OF THE UNLESS OTHERWISE REQUIRED BY THE GEOTECHNICAL ENGINEER, THE MONITORING PERMANENT STRUCTURE SHALL COMMENCE IMMEDIATELY AFTER THE SHORING IS PROGRAM SHALL INCLUDE A VIDEO OR PHOTOGRAPHIC SURVEY PRIOR TO THE BEGINNING INSTALLED AND THE BULK EXCAVATION IS COMPLETE, OF THE SHORING INSTALLATION TO DOCUMENT THE CURRENT CONDITIONS OF THE Wl6x5Ox20'Ttf1S CORNER PILE- SURROUNDING FEATURES. THE SIZE AND LOCATION OF ANY EXISTING CRACKS IN EXCAVATE TO BOTTOM OF FTG S.SHOP DRAWINGS: ADJACENT SLABS, PAVEMENTS OR BUILDING ELEMENTS SHOULD BE MEASURED AND ADJACENT TO CORNER PILE& DOCUMENTED CONTROL POINTS SHOULD BE ESTABLISHED AT A DISTANCE WELL AWAY VERIFY THAT BOT.OF FTC IS SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS: FROM THE WALLS AND SLOPES, AND DEFLECTIONS FROM THE REFERENCE POINTS SHOULD AT ELEV-1.5, BE MEASURED THROUGHOUT CONSTRUCTION BY OPTICAL SURVEY. PROJECT TRLE: STRUCTURAL STEEL SAW CUT EXISTING 6'SLAB—\ FOLLOWING INSTALLATION OF THE SOLDIER PILES, LATERAL MONITORING POINTS SHALL GROUTS AND CONCRETES. BE ESTABLISHED ON THE TOP OF THE PILES PRIOR TO PROCEEDING WITH THE AS REO'D.FOR SHORING F-——1 F_ J Senior Aerospace AMT SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE EXCAVATION, ONE MONITORING POINT SHOULD BE ESTABLISHED FOR THE LESSOR OF 20 _ INSTALLATION I I 20325 71st Ave Ne FEET ON CENTER OR EVERY FOURTH PILE. THE MONITORING POINTS SHOULD BE READ 3 r----- SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR CONTRACTOR DAILY DURING EXCAVATION OPERATIONS AND TWICE WEEKLY ONCE THE EXCAVATION IS i J L——J BLDG.325 COMPLETED. THE INITIAL READINGS FOR THIS MONITORING SHOULD BE TAKEN BEFORE CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, 1 I STARTING ANY DEMOLITION OR EXCAVATION ON THE SITE. IMMEDIATELY AND DIRECTLY TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY I NOTIFY THE GEOTECHNICAL AND STRUCTURAL ENGINEERS, AND THE BUILDING PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A fixfi LAGGING MESS (5)EO SPACES REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN DEPARTMENT, IF 0.3 INCH OF MOVEMENT OCCURS BETWEEN TWO CONSECUTIVE READINGS SPANS TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN AND WHEN TOTAL MOVEMENTS REACH.5 INCH. AT THAT AMOUNT OF MOVEMENT, THE ( -_____- FOUND TO BE IN GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGN. THE SUBMITTED ENGINEERS SHALL DETERMINE THE CAUSE OF DISPLACEMENT AND DEVELOP REMEDIAL MEASURES SUFFICIENT TO LIMIT TOTAL WALL MOVEMENT TO.5 INCH. ALL EARTHWORK j ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE DESIGN AND CONSTRUCTION ACTIVITIES MUST BE DIRECTED TOWARDS IMMEDIATE 1 TEAM AND/OR THE OWNER'S REPRESENTATIVE. ELECTRONIC SUBMITTSIONS MAY ALSO BE IMPLEMENTATION OR REMEDIAL MEASURES NECESSARY TO LIMIT TOTAL WALL MOVEMENT I McDowell NW DEEMED TO MEET THE SUBMITTAL REQUIREMENTS NOTED ABOVE. OF.5 INCH. 1 0 18901 84th Ave NW 6. INSPECTIONS: A MINIMUM OF 3 VERTICAL MONITORING POINTS SHALL BE ESTABLISHED ON NEARBY 1 Kent,WA 98032 THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED ADJACENT BUILDING ELEMENTS PRIOR TO PILE INSTALLATION AND EXCAVATION. j v PH (425)251-8570 MONITORING POINTS SHALL ALSO BE ESTABLISHED BEHIND THE WALL AT LEAST A BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE 1 LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN LATERAL DISTANCE EQUAL TO THE HEIGHT OF THE EXCAVATION CUT. RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE EACH SET OF MONITORING DATA MUST BE PROVIDED TO THE OWNER'S REPRESENTATIVE j e3au SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN THE AND GEOTECHNICAL ENGINEER FOR REVIEW IT MAY BE NECESSARY TO INSTALL WlWhI8'24'0 HOLE FINED SPECIFICATIONS AND IBC SECTIONS 108 AND 1704. DISCREPANCIES SHALL BE BROUGHT ADDITIONAL MONITORING POINTS IF WARRANTED BY THE DATA. RECOMMENDATIONS WILL W LEAN MIX GROUT(19) TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE BE PROVIDED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION IF ADDITIONAL (7)EO DACES PLACES EA BOX DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE MONITORING POINTS BECOME NECESSARY. ATTENTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER IMMEDIATELY AND PRIOR TO COMPLETION OF THAT PHASE OF WORK. sE�rTEn>:. A LICENSED SURVEYOR(NOT THE CONTRACTOR) SHOULD ESTABLISH THE SURVEYING ShoringPlan SOILS INSPECTION: INSPECTION BY THE SOILS ENGINEER SHALL BE PERFORMED FOR PRIOR TO PILE INSTALLATION AND MONITOR AT LEAST ONCE A WEEK UNTIL OPERATIONS J PILE PLACEMENT, EXCAVATION, AND LAGGING INSTALLATION. ARE COMPLETED- 4 _ _ _ _ i�f._I- &General TESTING AND SPECIAL INSPECTION REPORTS ARE TO BE DISTRIBUTED TO THE OWNER LATERAL SURVEY FREQUENCY MAY BE DECREASED AFTER THE SHORING SYSTEM HAS BEEN L J Shoring Notes AND STRUCTURAL ENGINEER WITHIN TWO WEEKS OF COMPLETION OF EACH PHASE OF WORK INSTALLED AND EXCAVATION IS COMPLETE IF THE DATA INDICATES LITTLE OR NO ADDITIONAL MOVEMENT. SURVEYING MUST CONTINUE UNTIL THE PERMANENT STRUCTURE ' UNLESS DISCREPANCIES ARE NOT CORRECTED AS NOTED ABOVE, IS COMPLETE THE SURVEY FREQUENCY WOULD BE DETERMINED AND APPROVED BY THE GEOTECHNICAL ENGINEER AND WOULD BE BASED ON SHORING PERFORMANCE INTELLECTUAL PROPERTY DATE: THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTIONS: FOR USE ONLY WITH THE WRITTEN Received CONSTRUCTION TYPE TYPE OF INSPECTION PERMISSION OF MCDOWELL NORTHWEST PRmEcr No: 02255-2020-01 CONCRETE CONSTRUCTION PER TABLE 1704.4 FEB 03 zoo SHEET No: STRUCTURAL STEEL FABRICATION AND ERECTION PER TABLE 1704.3 PILE INSTALLATION PERIODIC yyy�����• /W/f EXCAVATION AND GRADING PERIODIC S H 1 .'/((\� (((///1 —1'—ae PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONFIRM THAT General ShoringNotes 10 Senior Aerospace AMT Shoring Plan 12 WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. r r otoSTRUCTURAL ENGINEERING W l z�z4Third Ave a-Suite ioo-Seette,WA gEizr NOTES: P:x M35:rx sslengin ers com SJRCXARCi W - 1. ACTIVE PRESSURE ABOVE g34 Broadway-Temma.WA g9go: EXCAVATION ACTS OVER P=S3•=eq.947u ssle ngineere.cum (1)PILE SPACING,ACTIVE PRESSURE BELOW EXCAVATION CPpyvgM 1R205vnzuon Say Fagh-AN RNh6 Reurvd top 2'neglected ACTS OVER(1)PILE DIAMETER 2 PASSIVE PRESSURE BELOW EXCAVATION ACTS OVER .SW Pd 70 psf (2)PILE DIAMETERS .f' TRAFFIC 3 PASSIVE PRESSURES ARE STRIP LOAD SURCHARGE ALLOWABLE.A FACTOR OF 90 lt4' SURCHARGE AT ADJ FIG SAFETY OF 1,2 IS INCLUDED 4 ACTIVE PRESSURE ASSUMES 2-3-20 LEVEL BACKFILL 5 LAGGING DESIGN IS BASED CFG ON 50%OF ACTIVE PRESSURES DE51GN: ABB CHECKED: 35(H+O) 400(D) ABB ♦ PSI •♦ lsl ♦ APPROVED: ABB Active Pressure Passive Pressure Pile Loading Diagram REVISIONS: PIIF PLAN VIEW LAGGING PER PLAN 1URISDICTi-AL APPROVAL STAMP: FY BOTTOM OF WF PER PLAN EXCAVATION TIMBER LAGGING PER PLAN II 1 II II AUGERED HOLE(t1p.) PER PLAN T 11J II II It II u II I EMBEDDED PORTION OF II a PILE TO BE GROUND II II CLEAN OF MILL SCALE, o II It 11 It RUST,ETC II 11 \ II 11 JUL - 11 E 11 of WF SOLDIER PILE AUGER 24'0 HOLE II U PER PLAN u__u y =0 MLI Senior Aerospace AMT L Cantilever Pile p 20325 71st Ave Ne 5 6 7 Typical Pile Plan O BLDG.325 ARCHTIER: McDowell NW 18901 84th Ave NW Kent,WA 98032 TIMBER LAGGING PER PLAN PH (425)251-8570 NOTES(mites Im sdid bearing) a _ 1 - i L 1 TIMBER LAGGING PER Wr PILE SIZE BLOCKING AS REWIRED PLAN PER PLAN FOR SOLID BEARING salRrTmE oe Shoring xr PILL SIZE Details PER PLAN _ INTELLECTUAL PROPERTY WI 3/4„=q�_D,�U.N.O. FOR USE ONLY WITH THE WRITTEN DATE: PERMISSION OF MCDOWELL NORTHWEST ""."" PROW nP 02255-2O2OmOI SHEET NO: 9 10 Auger Pile- Inside Corner Auger Pile- Outside Comer 1 SH2 Gt'tY O.�t, -- 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) r� One (1)City of Arlington Comm erciallMulti-Family Submittal Requirements Form U 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 ❑ 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. REV 11/2019 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL N 6 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 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washington State Amendments 1 WAG 51-50 Washington State Building Code 2. WAG 51-51 Washington State Residential Code 3. WAG 51-52 Washington State Mechanical Code 4. WAG 51-54 Washington State Fire Code 5. WAG 51-56&51-57 Washington State Plumbing Code and Standards 6. WAG 51-11 Washington State Energy Code 7. WAG 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 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 11/2019 Page 2 of 9 1< 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 11/2019 Page 3 of 9 COMMERCIAL APPLICATION e • PERMIT SUBMITTAL !V 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 11/2019 Page 4 of 9 i COMMERCIAL APPLICATION 111111 , f1`l'�; 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 11/2019 Page 5 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL -INC. 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 CHECKLISTAND AN OCCUPANT'S STATEMENT OF INTENDED``USE. 1 l \ Name of Project:��1)4�,2 Z 4! Y1^L G P-p I-A n d 'DnS Valuation: D D O. a� /h A C Project Address: o?,� S `1 1 sT n J E- N E- Parcel ID# Legal Description _ Owner: !D Q is%o(L A e r D:p&L .e- - L Phone Number Address: 7 D 1 b `l t s'�"h d e-111 E City: State: L-'/4 Zip Code: c? Z Z 3 Engineer: r � 9 'R ob Lei �-� e.rnln rl - n.0 - E-n�, AOQ� - Phone Number: '5/`7- Cell Phone: E-mail C `+z!E}h 2� i�A r1i0.(�n �Snr E7. G D ►'� Address: PD F-,0 100 D City:-SPCKSon State: /V-r Zip Code: (17 General Contractor: T Q. Alol-5EI E cT e-L YET Phone Number. Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number:_ Expiration: Contact Person: C nP- Moof'l ie Phone Number: 3Gy-4rb3^z0 00 Cell Phone: E-mail: ��GM q�.l e_A yll T_,A/1-J.C__0,4J Address: ZigL bo f FAA e-A dt- City: 47r 12L _State:W Zip Code: 22 3 Proposed Scope of Work: /A,&&C J,i n 4c_ l e_0 � �O r,k REV 11/2019 Page 6 of 9 C1�Y COMMERCIAL APPLICATION �`G�, PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Project Name/Tenant L`�0d t��,n1 t I=dt,� naA on S-�Je/t�o r Aerps pAca -Aw1 7— Site Address Z D S" -7 L s} AV i✓ N.E. Bldg/Unit/Suite 5 u.,}e /�I 1'3 C- IBC Construction Type ` IBC Occupancy Type Description of Use t'Y1 h c j,% - A ef- Building Square Footage 3�51j,POO FT• Number of Stories ! Square Footage Per Floor Si 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 ovensffumace ❑ 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: 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 1112019 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 Name of Project: M12 .Q Q-%.qt rAt 1 r.f(%�At IeA Project Address: -7 9 A V r )I/.E. Special Inspection Firm: T Address: Z C>S f1`1 (0 7a k IA V LG t`. f�r(� n �-Q lam. /� "/O Z 2- 3 - Contact Person: Kt.J I v\ Phone: boo-7 33 —�3 pre fAT— Email: �(��✓t r' �S�Ot�eS�=�nc.Gon�t Special Inspection Firm Special Inspectors: The Special inspection Firm of 1) irL' Y 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 contractcr 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 11/2019 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community 8 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. ra., j ,,.,� Dater( Z 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 4r-eli a, /vi r�/'�m'6�; l l O/ZD 2 > Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9 r I NOTICE r TO PERMITEE AND/OR OWNER ❑, PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY [] APPROVED 11 � PERMIT#: AM PM DATE: r. JOB ADDRESS: "- LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 i l'C2 i2e�-r-1 a�yS -7/I _ C t 7v sop ryr or ; -I( ( clr ;:� THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR UmYPE O PLANNING O CIVIL UILDING CITY OF ARLINGTON '� • ni CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20325 71st Avenue NE,Suite A,B and C Permit#:2975 Parcel#:00769800000700 Valuation:337856.00 OWNER APPLICANT CONTRACTOR Name:JENSEN BUSINESS PARKS LLC Name:Senior Aerospace,LLC Name:Bayshore Construction Company Address:20613 OLD BURN HILL RD Address:20100 71st Avenue NE Address: 16921 Smokey Point Blvd.#808 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:360-403-2088 Phone:425-239-7916 LIC:BAYSHCC818PG EXP: 10/07/2021 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: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 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. IBC 1 I OARC l 10. SALES TAX?NOTICE:Sales tax relating to construction and construction materials in the City of Arl ington must be reported on your sales tax return form and c ded City of Arlington 43101. P� Z 7 e7 Sig ruure Print Name Date Released By 134 CONDITIONS If water is to be permanently connected to the machine coolant supply line an RPRA is required to he installed. Contact Utilities - Gus Tararan at 360-403-3542. Adhere to approved plans. Approved job copy and permit shall be onsite. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTTON ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC-)WILL REQUIRE-SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 02/07/2020 Building Permit Fee $3,919.82 02/07/2020 Processing/Technology Fee $25.00 02/07/2020 Building Plan Review Fee $2,547.88 02/07/2020 State Surcharge-Commercial $25.00 Total Due: $6,517.70 Total Payment: $0.00 Balance Due: $6,517.70 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 as- .I- .N�YUCOMMERCIAL 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/Muld-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 Arrington Commercial/Multi-Family Permit Application (One(1)permit application per building or structure is required) r� One(1)City of Arlington Comm ercial/Multi-Family Submittal Requirements Form u 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 ❑ 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(300)403 35511' or by email to ced0arlin toss nwa.aov. I acknowledge that all items designated above are included as part of this application. REV 1112019 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL I`G1� 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: InteMIfilignal Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Coda(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washinfaton 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 S. 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: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Goo-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 11/2019 Page 2 of 9 COMMERCIAL APPLICATION 71 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 fast 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 118"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 1112019 Page 3 of 9 COMMERCIAL APPLICATION �''�i 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 118"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) $tr(irtural ralc"lationq anp required for gpigmic bracing of strraop ranks 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 Intemational 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 1112019 Page 4 of 9 Y 6� COMMERCIAL APPLICATION PERMIT SUBMITTAL I-G-1 Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(380)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 1112019 Page 6 of 9 I Y pir COMMERCIAL APPLICATION o, PERMIT SUBMITTAL f �=� 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 NOTREGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMWERC14L APPLICATION SUBMITTAL CHECKLISTAND AN OCCUPANT'S STATEMENT OF INTENDED USE. ` ar Name of Project: < < 11�t f- Valuation: , Project Address: n?,� S `l 1, sr (a 0 E Al E" Parcel ID#: Legal Description Owner: 5 e e Q la B r-n:p&C -e- - L L (,. Phone Number Address: 7 01 b 0 `1 t 5 "IN J k,IV E City: A rl+r%Z�o Ix State: W/V Zip Code: Z 2 3 ?� LexO� arrr.r,� -- P. C-Ag,A00� 5�7- 7� �Ot'iaD Engineer: �o Phone Number; 41— Cell Phone: ~— E-mail: t^ie&�k--Prl'nA AR_ln.(�.E�.nrL• GD rv� Address: 1�D �:a)( f O0 0 City:S n-c K Sn►x State; /V\-L Zip Code: & 7 General Contractor. 7' 9 11 /V�pT-S E-/E-c r FL YET Phone Number. Cell Phone: E-mail: Address: City: State: Zip Code: Contractors License Number Expiration: Contact Person: C-zcne- M00,,A,-_1/ Phone Number. qo3^Z00Pj Cell Phone: 316e4-202--T{07 5— E-mail: ` � � gn azLO.C.'a p'l Address: Z G'l bQ -7!7 AJ Z A dC- City: A;t,�q�2k, State:WA Zip Code: Proposed Scope of Work: M Yk C ),N,n 4,_ %FJO k 0 REV 11/2019 Page 6 of 9 COMMERCIAL APPLICATION IN PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Project Name/Tenant Nod i!� M t ot.t rprt 5 -6eAjo r Ael`OSPAdS - Aen T Site Address Z o 3 a�' �? L s Ad E- N.E. Bldg/Unit/Suite 5 Le jr- A, i3 I-G IBC Construction Type IBC Occupancy Type Description of Use rn k c E S Ino p - Aar&S p_4 Building Square Footage r" �,p00 5 5. FT" _ Number of Stories Square Footage Per Floor r n / ..r 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: 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 1112019 Page 7 of 9 COMMERCIAL APPLICATION • i �.� PERMIT SUBMITTAL tr�c Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Name of Project: a Q-Lg 1 )�Ort n d h I t e A Project Address: 7,0 -7 t A fly Special Inspection Firm: C, EO TCs 7- Address: 2051 I (o'7fk ttitLe I%� r-Irn9�pn� G�/�• 23 Contact Person: Ice.V I t<<G 1�A rc�7D/1 Phone: S 6,0—7 3 3 pres..afAT— Email: 1.rA h P Pg'!We�>`-/nc-Lan-t Special Inspection Finn Special inspectors: The Special inspection Firm of f n :1-t'5 will perform special inspection for the following types of work(separate fortes 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 forthe 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 1112019 Page 8 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 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 Inspectorwill 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 fine 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. r i Owner. _,�� i '�jwL Date: 2 I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-descObed property will be in accordance with the laws,rules and regulation of the State of Washington. Applicants Signature v Print Applicants Name Date FOR STAFF USE ONLY Penult# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9 senior SENIOR OPERATIONS LLC 300 East Devon Avenue Bartlett, Illinois 60103 U.S.A. March 26, 2020 Mr.Spencer Cave-Owner Bayshore Construction Company 16821 Smokey Point BLVD#808 Arlington,WA.98223 www.bayshoreconstructioncompanV.com (425)239-7916 Delivered via email to spencer@bayshoreco.com Subject: Essential critical infrastructure sector authorization to work under Governor Inslee's Proclamation(20- 25)dated March 23,2020 Dear Mr. Cave, I understand Bayshore would like to confirm that it is allowed to continue servicing AMT Senior Aerospace("AMT") in Arlington,WA, in light of Governor Inslee's Proclamation Order 20-25,dated March 23,2020("Order") instructing WA residents to stay home. Provided below is an explanation to confirm that Bayshore should,consistent with the Governor's Order,continue its services to AMT without delay. The first sentence of the Governor's Order states an exception to the"stay home"directive, namely--"except as needed to maintain the continuity of operations of essential critical infrastructure sectors." The Order goes on to state that the Governor has designated a list of"Essential Critical Infrastructure Workers"to protect communities and ensure continuity of functions critical to public health and safety,as well as economic and national security. Included in the Governor's list is the"Transportation Systems Sector"which includes commercial aviation and aircraft. (Order, pg. 7). 1 have reviewed the Memorandum you received from Governor Inslee dated March 25, 2020 regarding"Construction Guidance—Stay Home,Stay Healthy Proclamation (20-25)". The above is entirely consistent with this Memo, as the Memo states that"an exception to the order allows for construction in the following limited circumstances:a) Construction related to essential activities as described in the order". As explained in this letter,your work for AMT is construction related to the critical infrastructure transportation sector which includes commercial aircraft. In addition, attached is the U.S.federal government advisory memo providing that individuals who work in a critical infrastructure industry,as defined by the Department of Homeland Security on its CISA(Cybersecurity and Infrastructure Security Agency)website, "have a special responsibility to maintain your normal work schedule." (See attached memo by Chris Crebs, Director of CISA, dated 3/19/20). The CISA critical infrastructure sector of"Critical Manufacturing" expressly includes"Aerospace Parts and Parts Manufacturing"and its entire supply chain. Further information can be found at https://www.cisa.gov/identifying-critical-infrastructure-during-covid-19 and in the attached. I understand that Bayshore is building the machine tool foundations at AMT for a Modig rigi mill which is used for commercial Boeing 737 wing ribs and other aerospace customer parts. The machine(s)that will be installed on the March 26, 2020 Page 2 of 2 foundation you construct are set to arrive in May 2020. There is a 30-day cure time requirement before the machine(s) can be installed on the foundations. Hence,time is of the essence. Considering the above makes clear that your construction work is for the critical infrastructure sector of transportation and aerospace,we ask that you continue your work without delay. At Senior Aerospace,the health and safety of our workforce and visitors is paramount. Accordingly,we further ask that you strictly follow all social distancing and health and worker protection measures while present at AMT, consistent with the Governor's March 25 Memo and AMT's health and safety policies in place during this COVID-19 pandemic. Please carry this letter with you as you commute to and from AMT, in the event you are asked to explain your work to any state or local authority. Thank you for continuing to support AMT and our critical aerospace industry. Regards, Ewe 4 Doaw Emi A. Donis General Counsel, North America Senior Operations LLC (818)531-5210 edonis@seniorplcusa.com V ni O N O O N W — E fJ cj U Q r u L r wd fWe ,✓ ` V vi E S, o ® � z z LU 3172 tn kA ,t PROJECT P TRUCTURA -------- ENGINEERING DESC N TT SHEET :54mi Gv- Gjf)c(et no� f� ` " F y^ ZAI `, � ' , ✓�dr�.� , s,�; ' tom'<�� fix` p . �� �► �. y Foa o ua S 0 Sep W z 2 €? c .............. RWECT DATL 0"$/ENGINEERING RUCTURAL DEs�r SHE - --- Senior Aerospace AMT s Depth(ft) 0 - -..--------------- 5 --_.----------------------------------------------------------------------- ----- ------------------- - 10 i - 15 Moment E uiiibHum Force Equilibrium 20 0 1 ksf <ShoringSuite> CIVILTECH SOFTWARE USA www.civiitech.com Licensed to 4324324234 3424343 Date: 1/22/2020 File: UNTITLED Wall Height=7.5 Pile Diameter=2.0 Pile Spacing=8.0 Wall Type: 2. Soldier Pile, Drilled PILE LENGTH: Min. Embedment=11.08 Min. Pile Length=18.58 Na 7E; MOMENT IN PILE: Max. Moment=84.00 per Pile Spacing=8.0 at Depth=12,42 PILE SELECTION: 5Laj IS & Request Min. Section Modulus =30.5 in3/pile=500.57 cm3/pile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66 L=/ W141138 has Section Modulus =54.6 in3/pile=894.73 cm3/pile. It is greater than Min. Requirements! Top Deflection =0.38(in) based on E (ksi)=29000.00 and I (in4)/pile=385.0 DRIVING PRESSURES (ACTIVE, WATER, &SURCHARGE): �j Z1 P1 Z2 P2 Slope 0 0 30 1.050 .035 1 0 .07 30 0.070 0 PASSIVE PRESSURES: Z1 P1 Z2 P2 Slope 9.5 .8 30 9.000 .4 T � ACTIVE SPACING: No. — Z depth Spacing 1 0.00 8.00 2 7.50 2.00 PASSIVE SPACING: No. Z depth Spacing 1 7.50 4.00 UNITS: Width,Spacing,Diameter,Length,and Depth -ft;Force -kip; Moment-kip-ft Friction,Bearing,and Pressure-ksf; Pres. Slope-kip/ft3; Deflection -in f-lam ! Senior Aerospace AMT Depth(ft) 0 ----------- ------------ u 5 10 15 Moment Equilibrium Force Equilibrium 20 0 1 ksf <ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com Licensed to 4324324234 3424343 Date: 1/31/2020 File: UNTITLED Wail Height=6.0 Pile Diameter=2.0 Pile Spacing=8.0 Wall Type: 2. Soldier Pile, Drilled PILE LENGTH: Min. Embedment=12.02 Min. Pile Length=18.02 MOMENT IN PILE: Max. Moment=111.05 per Pile Spacing=8.0 at Depth=11.33 PILE SELECTION: Request Min. Section Modulus=40.4 in3/pile=661.73 cm3/pile, Fy= 50 ksi =345 MPa, Fb/Fy=0.66 W14X38 has Section Modulus = 54.6 in3/pile=894.73 cm3/pile. It is greater than Min. Requirements! Top Deflection =0.44(in)based on E(ksi)=29000.00 and I (in4)/pile=385.0 DRIVING PRESSURES (ACTIVE, WATER, &SURCHARGE): �®®�� Z1 P1 Z2 P2 Slope _ 0 � 0 20 0.700 .035 0 .235 6 0.235 0 PASSIVE PRESSURES: Z1 P1 Z2 P2 Slope 8 .8 20 5.600 .4 ACTIVE SPACING: No. _ Z depth Spacing 1 0.00 8.00 2 6.00 2.00 PASSIVE SPACING: No. _ Z depth Spacing 1 6.00 4.00 UNITS: Width,Spacing,Dia meter,Length,and Depth -ft; Force-kip; Moment-kip-ft Friction,Bearing,and Pressure -ksf, Pres. Slope-kip/ft3; Deflection -in l - 2o McDowell Northwest SUBMITTALS 18901 East Valley Hwy S Kent, WA 98032 DATE: 2/4/2020 (425)251-8570 PROJECT: Senior Aerospace AMT ATTENTION: Spencer Cave REFERENCE: TO: Bayshore 16821 Smokey Point Blvd Arlington WA 98223 WE ARE SENDING YOU THE FOLLOWING ATTACHEMENTS X Submittals P::�Mill Test Report Shop Drawing Plans Specifications ]Copy of Letter DOther COPIES DATE NO PAGES DESCRIPTION 1 2/4/2020 1 2 Soldier Pile Shop Drawing attached numbering Ian 1 2/4/2020 2 7 Stanwood Redi-mix Pum able Lean Mix THESE ARE TRANSMITTED as checked below: F"3oryouruse or approval "For As requested engineer's review and comment Other REMARKS Please submit to the structural engineer for approval and return a stamped copy. COPY TO Jeff Kensinger SIGNED: M Xft-o gaa If enclosures are not as noted, kindly notify us at once. C _ L ® O N A N m 3 N cn Q w N G1 01 �u a C N Q O � H v m y 3 � e —50 A d M a Ll CO _ v ate+ m Q Z a n d f0 v Zd f0 EaLo G C o a 3 m L� 00 H N G y m rn N .3 C � a pE CO22 m WQM m $� d r^ e e e e o c c c o 0 0 0 0 o 00 O o O e e o e e e e e e e e e e o e e e o e c c CD aD ad a� eD OD aD aD fD aD a� a0 N aC aD CD C7 C7 47 i7 07 07 OD N OG OD CD 00 00 OC OD OD 6 6 6 ad cG aO a C(d d LI YN mW •/ Y. O E m m b b m m a a a a a a m a a b b b b b b b b b a b b a b a b b b a b b b m m b X Q r r r r r r r r r r r r r r r r r r r r r r r r I': r r r r r r r r r r LL a m co e o e e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 ti N H o 0 ea 0 o ea ea e 0 o ea ea ea o 0 0 0 0 o ea o 0 0 0 0 o c 0 0 0 0 0 0 0 a 0 0 0 0 0 0 W a ° a' 4 W Ww pC OL N t b a b a b b b b b a a a a a b m b b b a a m m m b m b m m m m m lml-t b b m a arN O! O! 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AFARGE NORTH AMERICA Cement NewCem Plus Analysis by: Lafarge Concrete Lab Sample from : Seattle Blending Facility Average Analysis: November 2019 Certified to NSF/ANSI 61 Mill Certificate ID: 11-19 BSCM Chemical Analysis Total Alkalies as Equivalent Na20 2.05 % Available Alkali as Equiv. Na20 (previous month's result) 0.4 % CaO Fly Ash* 15 S03 Fly Ash* 1.0 % S03 Slag** 4.9 % S Ion Slag ** 0.8 % Physical Analysis Ground Granulated Blast Furnace Slag SAI, 28 Day** 106 % Class/Type F Fly Ash Pozzolanic Acivitity Index,28 Day* 99 % LOI Fly Ash * 0.27 % Autoclave Fly Ash * 0.03 % Autoclave Slag** -0.01 % 45„ Fly Ash* 16.7 % 45„Slag** 3.5 % Density 2.75 Mg/m3 Cementitious Blend Class/Type F Fly Ash Blend Percentage 50 % Ground Granulated Blast Furnace Slag Blend Percentage 50 % We hereby certify this blended SCM product meets the requirements of ASTM C-1697 SCMb-50S/50Fand CSA A-3000 BMb-50F/S. Certified Z. Rob Shogren, P.E. Technical Engineer Lafarge North America * 11-19F Centralia Class/Type F Fly Ash Cert ** SEA NEWCEMNovember19 Ground Granulated Blast Furnace Slag Cert Lafarge Seattle Plant 5400 W Marginal Way SW Seattle,WA.98106 Phone:206-923-8025 ERill. Mill Test Report Plant Seattle Cement Type GU&I-II Low Alkali Date 21-Nov-19 Production Period October 1,2019-November 1,2019 Certification No. 2019-19 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec.Limit Spec. est Spec.Limit Spec. f est Item Type GU Limit Result Item Type GU Limit Result Si02(%) 19.7 Air content of mortar(volume%) 12 max 6 A1203(%) A 6.0 max 4.7 Blaine fineness(m2/kg) A 260 min 368 Fe203(%) A 6.0 max 3.6 %Passing 325 mesh 72 mini) A 96.1 CaO(%) A A 66.0 Autoclave expansion(%) 1.0 max 0.80 max 0.08 MgO(%) 5.0 max 6.0 max 0.8 Compressive strength MPa(PSI) min: min: S03(%) 3.0 max 3.0 max 2.7 1 Day A A 14.1 (2050) Ignition loss(%) 3.0 maxF 3.5 max 2.9 3 Days 14.5 12.0 26.1 (3780) Na2O(%) A A 0.21 7 Days 20.0 19.0 33.7(4890) K20(%) A A 0.39 28 Days 26.5 A 43.6(6320)E Insoluble residue(%) 1.5 max 1.5 max 0.44 Time of setting(minutes) CO2(%) A A 1.9 Vicat Initial not less than 45 45 98 Limestone(%) 5 max 5.0 max 4.5 Final not more than 375 375 195 CaCO3 in limestone(%) A 70 min 97 Heat of hydration(cal/g) Inorganic processing addition(%) A 5.0 max 0.6 7 Days A A 79.90 (Baghouse Dust) Potential phase composition(%)c 03S A A 65 C2S A A 7 C3A A 8 max 6 C4AF A A 11 C4AF+2(C3A) A A 23 C3S+4.75(C3A) A A 95 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec.Limit Spec. Test Spec.Limit Spec. Test Item Type GU Limit Result Item Type GU Limit Result Equivalent alkalies(%) 0.60 max 0.47 False set(%) 50 min 91 ANot applicable. TTest result represents most recent value and is provided for information only. °Adjusted per A1.6. °Fineness: 45pm sieve,maximum%retained,28. EThe reported 28 Days are for the previous production period. FAn ignition loss of 3.5%maximum is allowed provided the cement at 550 t 25°C,show a loss in mass of no more than 3.0%. ADDITIONAL DATA Inorganic Processing Addition Data Type Baghouse Dust Amount(%) 0.6 Si02(%) 14.6 A1203(%) 6.5 Fe203(%) 1.5 CaO(%) 40.9 S03(%) 0.7 Base Cement Phase Composition C3S(%) 69 C2S(%) 7 C3A(%) 7 C4AF(%) 11 We certify that the above described cement,at the time of shipment,meets the chemical and physical requirements of the ASTM C150/C150M-18 specification and the CSA A3001-13 Type GU specification. Signature: Title: Chief Chemist Edward C.Rafacz Washington State WSDOT MATERIALS LAB 09/26/2018 Department of Transportation Aggregate Source Approval Report Owner: Green Crow Corp. Aggregate Source: PS-d-342 Lessee: Known as: Oso Gravel Pit Located in: NW 1/4 SE 1/4, SW 1/4 NE 1/4 Sectic 32N R6E County: Snohomish Remarks: Mineral Agg.and Surfacing: Test Date: 06/18/2018 Expiration Date: 06/18/2023 Absorption:1.18 Apparent Sp.G.:2.758 Bulk Sp.G.(SSD):2.703 Bulk Sp.G.:2.671 Deg:36 LA:20 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates Test Date: 06/27/2018 Expiration Date: 06/27/2023 ASR-14 Day:0.55 ASR-One Year:0.03 CCA Absorption:1.11 CCA Sp.G:2.717 Deg:52 FCA Absorption:2.14 FCA Organics:2 FCA Sp.G:2.64 LA:20 Remarks: 1 Year ASR Results expire 12/2/2019 -ZK Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Riprap, Quarry Spalls, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: NOT Approved for: Quarry Spalls Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 06/27/2018 Expiration Date: 06/27/2023 Absorption: 1.11 Apparent Sp.G.:2.769 Bulk Sp.G.(SSD):2.717 Bulk Sp.G.:2.687 Deg:52 LA:20 Remarks: Currently Approved for: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date: 06/27/2018 Expiration Date: 06/27/2023 Bulk Sp.G.(SSD):2.717 Deg:52 LA:20 Remarks: Contact RME to determine if Resistivity, pH,Chlorides,and Sulfates testing is required Currently Approved for: Gravel Borrow for Str Earth Walls Gravel Borrow for Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 tFARG ERTH AMERICA Cement January 7, 2020 RE: Lafarue Cements Certificate of Compliance(2020) Dear Sirs, This is to certify that the Lafarge portland cements produced at Richmond,BC,and Exshaw Alberta comply with ASTM C-150, and AASHTO M-85 for Types I, II, III and V. Portland Limestone Cement produced at both Richmond and Exshaw comply with ASTM C-595,C-1157,and AASHTO M-240 Type IL(x). MaxCem produced at Seattle,WA complies with ASTM C-595 and AASHTO M-240 Type ITL(x)S(x). This applies to bagged and bulk products. All portland and portland limestone cements produced at the Richmond and Exshaw plants contain a minimum of 5% pre- consumer bi-products. The NewCem (ground granulated blast furnace slag) meets ASTM C-989 and AASTHO M-302 grade 100 specifications. All fly ash sold meets the specifications of ASTM C-618 Class F. TS 100 Pumice produced at the Kamloops grinding station complies with ASTM C-618 Class N. Type ITL(x)S(x) is a pneumatic blend of two individual components, ASTM C-595 type IL and ASTM 989 GGBFS. NewCem and Centralia fly ash are 100%pre-consumer bi-products. The total chloride content of all Lafarge PNW cementitious products sold are<0.01%by mass Should you have any questions,please feel free to call me. Sincerely, Uj z •`'� Rob Shogren, MBA, PE, Ph.D. Technical Service Engineer Lafarge North America (206)-923-9953 WESTERN REGION 5400 West Marginal Way SW,Seattle,Washington 98106-1517 Office: 206.923.0098 or 800.477.0100 Fax: 206.923.0388 National Ready Mixed Concrete Association Certificate of Conformance qr(c For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Silvana Plant, Stanwood, WA Stanwood Redi-Mix, Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Truck Mixing with Automatic Batching and Recordings of .C'ementitious Materials, Aggregate, Water, and Chemical Admixtures GIL if WAS i >. Signature of Licensed Professional Engineer �r0 S �v 4s March 11, 2019 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Signature of Company Official Title of Company Official NOTICE:The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sates agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities,QC3.Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID#: 827340 Certification ID#:24205 © 1965, 1992,2001,2002,2006,2007,2012 HaMonal Ready Mixed ate Assodatcion 900 Spring Sttreet a Silver Spring.Maryland MJLO Date: 03/31/2026 Permit#: 2975 Permit Date: 01/13/2020 Review Date: 01/13/2020 Permit Type: COMMERCIAL ALTERATION Review Type: Commercial Other Target Date: 01/20/2020 Scheduled 00:00 Time: Completed 01/13/2020 Date: Description: If water is to be permanently connected to the machine coolant supply line an RPBA is required to be installed. Gus Review Status: Assigned To: PW-WAT-REV Time In: 12:30 Time Out: 12:45 Hours: 0.25 Property Information Parcel#: 00769800000700 JENSEN BUSINESS PARKS LLC JENSEN BUSINESS PARKS LLC 20613 OLD BURN HILL RD 20325 71 STAVE NE ARLINGTON, WA 98223 Zoning: 637 Warehousing & Storage ServicesLot: Block: Permit#: 2975 Permit Date: 01/13/20 Permit Type: COMMERCIAL ALTERATION Project Name: Senior Aerospace -AMT Applicant Name: Senior Aerospace, LLC Applicant Address: 20100 71 st Avenue NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Gene Moomey Phone: 360-403-2088 Email: gmoomey@amtnw.com Scope of Work: Footing/foundation& installation of three new CNC machines Valuation: 337856.00 Square Feet: 33000 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 02/07/2020 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00769800000700 20325 71 STAVE NE JENSEN BUSINESS 637 Warehousing& PARKS LLC Storage Services Contractors Contractor Primary Contact Phone Address Contractor Type License License# Bayshore Construction 16821 Smokey CONSTRUCTION Company Spencer Cave 425-239-7916 point Blvd.#808 CONTRACTOR UBI 602570874 Bayshore Construction 16821 Smokey CONSTRUCTION Labor and BAYSHCC818PG Company Spencer Cave 425-239-7916 point Blvd.#808 CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status 01/13/2020 Commercial Other BUILDING 01/13/2020 Commercial Other No comments,LT PW-ADMIN-GIS 01/13/2020 Commercial Other No comments.SB PW-SEW-REV If water is to be permanently connected to the machine 01/13/2020 Commercial Other coolant supply line an RPBA is required to be installed. PW-WAT-REV Gus Fees Fee Description Notes Amount Building Permit Table 4-1 $3,919.82 Processing/Technology $25.00 Building Plan Review Table 4-2 $2,547.88 State Surcharge-Commercial Commercial Only $25.00 Total $6,517.70 Attached Letters Date Letter Description 01/21/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 02/07/2020 AMT Check#330765 Kristin Foster $6,517.70 Outstanding Balance $0.00 Notes Date Note Created By: 01/27/2020 Received a revised application with revised valuation to only include the amount for the Kristin Foster foundations. 01/13/2020 Contractor TBD Kristin Foster 01/13/2020 Plans are available for review at the Permit Center. Kristin Foster Uploaded Files Date File Name 10/11/2021 9866827-2975 IC 4.1.2020.pdf 02/07/2020 6213282-2975 Issued Permit.pdf 01/27/2020 6159573-2975 Revised Application.pdf 01/13/2020 6096812-2975 Application.pdf 1. CODE REQUIREMENTS: 7. CONCRETE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF IBC DRAWINGS, SPECIFICATIONS, THE 2015 IBC, AND THE LATEST EDITION OF THE PTI CHAPTER 19 AND THE ACI STANDARD 318-02 BUILDING CODE REQUIREMENTS FOR O DOCUMENT, RECOMMENDATIONS FOR PRE-STRESSED ROCK AND SOIL ANCHORS'. STRUCTURAL CONCRETE'. STRUCTURAL ENGINEERING 2. REFERENCE DOCUMENTS: f'c Minimum Cement Max. Water Per (psi) Per Cubic Yard 94 LB Cement Use 41'-4" 41'-4" 2124 Third Avenue-Suite,00-Seattle,WA98- REPORT ON GEOTECHNICAL INVESTIGATION BY GEOTEST N0. 19-0860 DATED 12-24-19. ----- 1-112 sacks ----- pile lean concrete p::6.443.6212 ssfenglneem.com 3. GENERAL REQUIREMENTS: 8. WOOD: a. fen Ineers.com 934 Broadway-Tacoma,WA 98402 P:�53��4947o ss g CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN copyright 2020Sv.—SeyFaget-All RigWReserved TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL OR ACTUAL SUPERVISORY 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: AUTHORITY AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE Use Grade Fb (psi, single use) CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, 4X TIMBER LAGGING HEM-FIR NO. 2 850 e s CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, x�p CONTRACTORS, OR OTHER ENTITIES AT THE PROJECT SITE. 9. STEEL: 31728 UTILITY LOCATION: THE SHORING CONTRACTOR SHALL DETERMINE THE HORIZONTAL AND STEEL SPECIFICATIONS: DESIGN, FABRICATION AND ERECTION SHALL BE IN r -1 F_ -1 VERTICAL LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO DRILLING ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL, AISC 360 AND IBC 2-3-20 PILE HOLES. PILES SHALL MAINTAIN A MINIMUM OF 12'CLEARANCE TO ANY EXISTING SECTION 2205. UTILITIES TO REMAIN. CONTRACTOR SHALL RESOLVE ANY PROBLEMS PRIOR TO L J L L PROCEEDING WITH CONSTRUCTION. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: DRAWN: CFG CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING STRUCTURAL ELEMENTS IN TYPE OF MEMBER ASTM SPECIFICATION Fy DESIGN: THE FIELD AND SHALL NOTIFY THE ENGINEER OF ALL FIELD CHANGES PRIOR TO (7)EQ.SPACES ABB FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBER. WIDE FLANGE SHAPES A992 50 KSI CHECKED: ABB ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THESE GENERAL NOTES AND THE SITE STEEL PROVIDED FOR SHORING DOES NOT REQUIRE CORROSION PROTECTION. APPROVED: ABB CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. 10. PILE AND LAGGING CONSTRUCTION: 4. GEOTECHNICAL INFORMATION AND CRITERIA: DEMOLITION: SHORING AND SOIL EXCAVATION SHALL BE DONE SIMULTANEOUSLY. - 61 0 INSTALLATION OF SHORING, EXCAVATION, COMPACTION AND FILLING REQUIREMENTS DIMENSIONS AND LOCATION OF EXISTING STRUCTURES SHALL BE VERIFIED PRIOR TO SHALL CONFORM WITH THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT AND/OR FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBER. NOTIFY ENGINEER ABOUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE SUBSURFACE CHARACTERIZATIONS ANY DISCREPANCIES PRIOR TO FABRICATION. USED TO DESIGN THE SHORING ARE CONTAINED IN THE SOILS REPORT AS REFERENCED ABOVE. PILE AND ANCHOR HOLES SHALL BE DRILLED WITHOUT LOSS OF GROUND AND WITHOUT REVISIONS: ENDANGERING PREVIOUSLY INSTALLED PILES AND ANCHORS. THIS MAY INVOLVE CASING EXCAVATIONS FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE THE HOLES OR OTHER METHODS OF PROTECTION FROM CAVING. REFER TO REPORT OF EXISTING COLUMNS,TYP. (5)EQ.SPACES 6x6 LAGGING THESE MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER EXCAVATED GEOTECHNICAL INVESTIGATION FOR RECOMMENDED HOLE DRILLING PROCEDURE. (3)SPANS AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. EXCAVATION SLOPES SHALL BE SAFE STEEL PILE PLACEMENT TOLERANCES: EXISTING FOOTINGS,TYP. AND SHALL NOT BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL, STATE, AND NATIONAL SAFETY REGULATIONS. 1'IN ANY DIRECTION r � W16x5Ox20'THIS CORNER PLATE I ® EXCAVATE TO BOTTOM OF FTG. DESIGN LOADS ARE DETERMINED BY THE GEOTECHNICAL ENGINEER. THE SOIL PRESSURES LAGGING: TIMBER LAGGING SHALL BE INSTALLED IN ALL AREAS. VOIDS BETWEEN 2 ADJACENT TO CORNER PILE& INDICATED ON THE SOIL PRESSURE DIAGRAM WERE USED FOR DESIGN, IN ADDITION TO LAGGING AND SOIL SHALL BE BACKFILLED WITH PEA GRAVEL OR LEAN MIX FILL. IT IS L -1 L -1 VERIFY THAT BOT.OF FTC.IS THE DEAD AND LIVE LOADS. SEE REPORT OF GEOTECHNICAL INVESTIGATION FOR MORE CONTRACTOR'S RESPONSIBILITY TO LIMIT THE AMOUNT OF EXPOSED SOIL WITHOUT AT ELEV.-1.5'. COMPLETE INFORMATION, INCLUDING RECOMMENDATIONS FOR SHORING IN GENERAL, LAGGING TO AVOID LOSS OF SOIL. MAXIMUM HEIGHT OF 4 FEET IS RECOMMENDED. SHORING MONITORING, EXCAVATION, LAGGING, AND DRAINAGE. SPECIAL CARE SHOULD BE TAKEN TO AVOID GROUND LOSS DURING EXCAVATION. JURISDICTIONAL APPROVAL STAMP: DESIGN PARAMETERS AS APPROVED BY THE GEOTECHNICAL ENGINEER ARE AS FOLLOWS: 11. SHORING MONITORING: LATERAL EARTH PRESSURES(EQUIVALENT FLUID PRESSURE) E.F.P. A SYSTEMATIC PROGRAM OF MONITORING SHALL BE CONDUCTED DURING THE PROJECT ACTIVE EARTH PRESSURE(YIELDING) 35 PCF EXECUTION TO DETERMINE THE EFFECT OF CONSTRUCTION ON ADJACENT STRUCTURAL ACTIVE EARTH PRESSURE(AT-REST) 55 PCF ELEMENTS IN ORDER TO PROTECT THEM FROM DAMAGE. REFER TO REPORT OF TRAFFIC SURCHARGE PRESSURE(UNIFORM LOAD) 75 PSF GEOTECHNICAL INVESTIGATION FOR RECOMMENDATIONS. FIELD DATA AND MEASUREMENTS SEISMIC SURCHARGE PRESSURE(UNIFORM LOAD) 7H PSF ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE, STRUCTURAL ENGINEER AND PASSIVE EARTH PRESSURE(INCLUDES FS=1.2) 400 PCF GEOTECHNICAL ENGINEER FOR REVIEW. < (SLAB ON GRADE SHORING DURATION: THE SHORING IS TEMPORARY. THE CONSTRUCTION OF THE UNLESS OTHERWISE REQUIRED BY THE GEOTECHNICAL ENGINEER, THE MONITORING PERMANENT STRUCTURE SHALL COMMENCE IMMEDIATELY AFTER THE SHORING IS PROGRAM SHALL INCLUDE A VIDEO OR PHOTOGRAPHIC SURVEY PRIOR TO THE BEGINNING INSTALLED AND THE BULK EXCAVATION IS COMPLETE. OF THE SHORING INSTALLATION TO DOCUMENT THE CURRENT CONDITIONS OF THE W16x5Ox2D'THIS CORNER PILE SURROUNDING FEATURES. THE SIZE AND LOCATION OF ANY EXISTING CRACKS IN EXCAVATE TO BOTTOM OF FTC. 5. SHOP DRAWINGS: ADJACENT SLABS, PAVEMENTS OR BUILDING ELEMENTS SHOULD BE MEASURED AND ADJACENT TO CORNER PILE& DOCUMENTED. CONTROL POINTS SHOULD BE ESTABLISHED AT A DISTANCE WELL AWAY VERIFY THAT BOT.OF FIG.IS SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS: FROM THE WALLS AND SLOPES, AND DEFLECTIONS FROM THE REFERENCE POINTS SHOULD AT ELEV.-1.5'. BE MEASURED THROUGHOUT CONSTRUCTION BY OPTICAL SURVEY. STRUCTURAL STEEL SAW CUT EXISTING 6"SLAB PROJECTTITLE: FOLLOWING INSTALLATION OF THE SOLDIER PILES, LATERAL MONITORING POINTS SHALL GROUTS AND CONCRETES. BE ESTABLISHED ON THE TOP OF THE PILES PRIOR TO PROCEEDING WITH THE AS REQ'D.FOR SHORING L -1 F_ -1 Senior Aerospace AMT EXCAVATION. ONE MONITORING POINT SHOULD BE ESTABLISHED FOR THE LESSOR OF 20 INSTALLATION _ SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE FEET ON CENTER OR EVERY FOURTH PILE. THE MONITORING POINTS SHOULD BE READ 3 ----- 20325 71st Ave Ne ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR DAILY DURING EXCAVATION OPERATIONS AND TWICE WEEKLY ONCE THE EXCAVATION IS L—_J SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD, COMPLETED. THE INITIAL READINGS FOR THIS MONITORING SHOULD BE TAKEN BEFORE I I BLDG.325 CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, I STARTING ANY DEMOLITION OR EXCAVATION ON THE SITE. IMMEDIATELY AND DIRECTLY TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY I NOTIFY THE GEOTECHNICALAND STRUCTURAL ENGINEERS, AND THE BUILDING IF0.3 PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A 6x6 LAGGING THESE (5)EQ.SPACES DEPARTMENT, IF 0. INCHNCH OF MOVEMENT OCCURS BETWEEN TWO CONSECUTIVE READINGS REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN AND WHEN TOTAL MOVEMENTS REACH .5 INCH. AT THAT AMOUNT OF MOVEMENT, THE (3)SPANS ____- TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN ENGINEERS SHALL DETERMINE THE CAUSE OF DISPLACEMENT AND DEVELOP REMEDIAL FOUND TO BE IN GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGN. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE DESIGN MEASURES SUFFICIENT TO LIMIT TOTAL WALL MOVEMENT TO.5 INCH. ALL EARTHWORK AND CONSTRUCTION ACTIVITIES MUST BE DIRECTED TOWARDS IMMEDIATE I ARCHITECT: TEAM AND/OR THE OWNER'S REPRESENTATIVE. ELECTRONIC SUBMITTSIONS MAY ALSO BE IMPLEMENTATION OR REMEDIAL MEASURES NECESSARY TO LIMIT TOTAL WALL MOVEMENT DEEMED TO MEET THE SUBMITTAL REQUIREMENTS NOTED ABOVE. OF.5 INCH. McDowell NW B.O.E_-7.5 18901 84th Ave NW 6. INSPECTIONS: A MINIMUM OF 3 VERTICAL MONITORING POINTS SHALL BE ESTABLISHED ON NEARBY `i o Kent,WA 98032 HE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED ADJACENT BUILDING ELEMENTS PRIOR TO PILE INSTALLATION AND EXCAVATION. PH (425)251-8570 MONITORING POINTS SHALL ALSO BE ESTABLISHED BEHIND THE WALL AT LEAST A BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE LATERAL DISTANCE EQUAL TO THE HEIGHT OF THE EXCAVATION CUT. LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN I RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE EACH SET OF MONITORING DATA MUST BE PROVIDED TO THE OWNER'S REPRESENTATIVE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN THE AND GEOTECHNICAL ENGINEER FOR REVIEW. IT MAY BE NECESSARY TO INSTALL7--PLACES ISSUE: SPECIFICATIONS AND IBC SECTIONS 108 AND 1704. DISCREPANCIES SHALL BE BROUGHT W/LEA18'24"4 HOLE FILLED TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE ADDITIONAL MONITORING POINTS IF WARRANTED BY THE DATA. RECOMMENDATIONS WILL (7)EQ.SPACES W/LEAN MIX GROUT(19) DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE BE PROVIDED BY THE BECOME HNICAL ENGINEER DURING CONSTRUCTION IF ADDITIONAL EA.BOX MONITORING POINTS BECOME NECESSARY. ATTENTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER IMMEDIATELY AND PRIOR TO COMPLETION OF THAT PHASE OF WORK. SHEET TITLE: A LICENSED SURVEYOR(NOT THE CONTRACTOR) SHOULD ESTABLISH THE SURVEYING SOILS INSPECTION: INSPECTION BY THE SOILS ENGINEER SHALL BE PERFORMED FOR PRIOR TO PILE INSTALLATION AND MONITOR AT LEAST ONCE A WEEK UNTIL OPERATIONS F_——_1 Shoring Plan ARE COMPLETED. & General PILE PLACEMENT, EXCAVATION, AND LAGGING INSTALLATION. 4 - TESTING AND SPECIAL INSPECTION REPORTS ARE TO BE DISTRIBUTED TO THE OWNER LATERAL SURVEY FREQUENCY MAY BE DECREASED AFTER THE SHORING SYSTEM HAS BEEN L J Shoring Notes AND STRUCTURAL ENGINEER WITHIN TWO WEEKS OF COMPLETION OF EACH PHASE OF WORK INSTALLED AND EXCAVATION IS COMPLETE IF THE DATA INDICATES LITTLE OR NO UNLESS DISCREPANCIES ARE NOT CORRECTED AS NOTED ABOVE. ADDITIONAL MOVEMENT. SURVEYING MUST CONTINUE UNTIL THE PERMANENT STRUCTURE SCALE: IS COMPLETE. THE SURVEY FREQUENCY WOULD BE DETERMINED AND APPROVED BY THE INTELLECTUAL PROPERTY DATE: HE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTIONS: GEOTECHNICAL ENGINEER AND WOULD BE BASED ON SHORING PERFORMANCE. FOR USE ONLY WITH THE WRITTEN ---------- CONSTRUCTION TYPE TYPE OF INSPECTION PERMISSION OF MCDOWELL NORTHWEST PROIECT NO: 02255-2020-01 SHEET NO: CONCRETE CONSTRUCTION PER TABLE 1704.4 STRUCTURAL STEEL FABRICATION AND ERECTION PER TABLE 1704.3 PILE INSTALLATION PERIODIC S u 1 EXCAVATION AND GRADING PERIODIC ,�11 PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONFIRM THAT General ShoringNotes 10 Senior Aerospace AMT Shoring Plan 12 WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. -.,' p g 0/se.; RUCTURAL GINEERING W 2124 Third Avenue-Suite roo-Seattle,WA 98- Rf pR� NOTES: p:-6.443.62s2 ssfengineem.com �\✓ %\` ���� \ 1. ACTIVE PRESSURE ABOVE 934 9R2849470Y Tacoma, fenglneer$4om EXCAVATION ACTS OVER (1)PILE SPACING,ACTIVE PRESSURE BELOW EXCAVATION Copyright 20205Wertwn Say Faget-All Rights Reserved top 2'neglected ACTS OVER(1)PILE DIAMETER. 2. PASSIVE PRESSURE BELOW EXCAVATION ACTS OVER .5W psf 70 psf (2)PILE DIAMETERS. >�y TRAFFIC 3. PASSIVE PRESSURES ARE cc�� STRIP LOAD SURCHARGE ALLOWABLE,A FACTOR OF � an2e SURCHARGE SAFETY OF 1.2 IS INCLUDED �AON AT ADJ.FTC. 4. ACTIVE PRESSURE ASSUMES 2-3-20 LEVEL BACKFILL. DRAWN: 5. LAGGING DESIGN IS BASED CFG ON 50%OF ACTIVE PRESSURES. DESIGN: ABB CHECKED: 35(H+D) aoo(D) ABB APPROVED: Pot PSf ABB Active Pressure Passive Pressure 2 Pile Loading Diagram REVISIONS: PILE PLAN VIEW ^ V LAGGING PER PLAN JURISDICTIONAL APPROVAL STAMP: BOTTOM OF //j WF PER PLAN EXCAVATION Eo TIMBER LAGGING PER PLAN AUGERED HOLE(typ.) PER PLAN D EMBEDDED PORTION OF II PILE TO BE GROUND CLEAN OF MILL SCALE, \ \ \\\ \ RUST,ETC. / � II II I I � ill WF SOLDIER PILE / AUGER 24"0 HOLE PER PLAN PROJECTTITLE: Senior Aerospace AMT Cantilever Pile Q 20325 71st Ave Ne 5 6 7 Typical Pile Plan V BLDG.325 ARCHITECT: McDowell NW 18901 84th Ave NW Kent,WA 98032 TIMBER LAGGING PER PLAN NOTES(miter for solid becring) PH (425)251-8570 / \` ISSUE: / < i TIMBER LAGGING PER :i\\iai / /\ \j WF PILE SIZE BLOCKING AS REQUIRED \ PLAN \/.(\\\ a PER PLAN FOR SOLID BEARING \ �i�j SHEET TITLE /\ Shoring WF PILE SIZE Details PER PLAN \ ` \ INTELLECTUAL PROPERTY y SCALE: 3A4„=fo„U.N.O. FOR USE ONLY WITH THE WRITTEN DATE: PERMISSION OF MCDOWELL NORTHWEST ---------- PROJECT NO: 02255-2020-01 SHEET NO: 12 SH2 9 10 Auger Pile - Inside Corner Auger Pile - Outside Corner CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20325 71st Avenue NE,Suite A,B and C Permit#:2975 Parcel#:00769800000700 Valuation:337856.00 OWNERS APPLICANT 4W CONTRACTOR Name:JENSEN BUSINESS PARKS LLC Name:[Company Name] Name:Bayshore Construction Company Address:20613 OLD BURN HILL RD Address:[Company Address] Address: 16821 Smokey Point Blvd.#808 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:360-403-2088 Phone:425-239-7916 LIC:BAYSHCC818PG EXP: 10/07/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION W PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 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/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 form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS low If water is to be permanently connected to the machine coolant supply line an RPBA is required to be installed. Contact Utilities - Gus Tararan at 360-403-3542. Adhere to approved plans. Approved job copy and permit shall be onsite. Call for inspections. THIS PERMIT AUTHORIZES 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 02/07/2020 Building Permit Fee $3,919.82 02/07/2020 Processing/Technology Fee $25.00 02/07/2020 Building Plan Review Fee $2,547.88 02/07/2020 State Surcharge-Commercial $25.00 Total Due: $6,517.70 Total Payment: $0.00 Balance Due: $6,517.70 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 D Co r o rnco T Gl = serv'�re aa� 1 wisep Compress O Compressor prye F� l IL_ L_ AIR NKAIR COMPRESSOR�1Roeyea _ f {, I - - CHIP CONVEYOR ®— to PUCKER �• 1 DEBURR TOOLING i. MT�OCi1NG 1,5hT�HN4JG 1.5M 3M TOOLINy 1;590cB 9JG 1.5I�fi CXDBKG 1,5M > 3M w, 35 ElecYrlc aL w u LL _ ® --- ` RIGIMIL_ L_ 2 m 0 0 I7 101 2 OIP < < N N. 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