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HomeMy WebLinkAbout17011 59th Ave Ne_BLD2608_2026 51.5276 GEOT E S T 'I Oak Harbor Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: CB005 PERMIT M BLD B-2608 DATE: 11/26/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Carl Reynolds Placement Location: Building B Footings A-G/0-7 Sample Location: Sampled at Middle 1/3rd of Load at Approximately A/3-4 Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 5.00 007 Mix# 01550P Air Content, %(C231) N/T Mix Description 5.5Sk,7/8 Agg, Pea,WRA Unit Weight,pcf(C138) N/T Truck/Ticket# 78445/189367 Air/Mix Temp.,°F(C1064) 40/59 CR01 Strength Required 2500 psi at 28 days Field Cure Temperature,°F 34-58 Quantity Placed,cy 66 Cure Method-Initial/Final Container/Water Tank Time Batched 1:01 PM Water Added on Job,gals 0 Time Sampled 2:17 PM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (Ibs) (in) (in 2) Strength (psi) Remarks 4087 7 12-03 63800 4.00 12.57 5080 TYPE 2: 4088 28 12-24 77960 4.00 12.57 6200 TYPE 2: 4089 28 12-24 80170 4.00 12.57 6380 TYPE 2: 4090 28 12-24 77550 4.00 12.57 6170 TYPE 2: 4091 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Monitored and tested placement of 33 (of 66) cubic yards of Smokey Point Concrete mix #01550P at Building B footings and 33 (of 66) at building C Caissons (Report IR001). Concrete placed by boom pump and was mechanically consolidated. Reinforcing steel inspected prior to placement and was found to be installed according to contract documents. COPIES:bakersonsconcretellc@gmail.com,chumphrey@safebuilt.com,gdavila@SmokeyPointConcrete.com, Reviewed by kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov,troy@sharpdesignbuild.com This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. NOWT ,IO@kHarb r Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB005 CONTRACTOR: Baker&Sons Concrete Construction L PAGE M 2 of 2 Building B Footing Placement 51.5276 GEOT E S T 'I Oak Harbor Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: CB007 PERMIT M BLDG-2608 DATE: 12/23/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 3 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Tristan Coragiulo Placement Location: Building B-Slab on Grade Sample Location: First Truck, Mid-Load, Directly from Truck Chute, NE Thickened Edge Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 5.00 9 Mix# 01550P Air Content, %(C231) NT MIX Description 5.5 SK,7/8 Agg, Pea Agg,non-Chloride Accelerator Unit Weight,pcf(C138) NT Truck/Ticket# 78092/191398 Air/Mix Temp.,°F(C1064) 39.4/63.0 TC04 Strength Required 2500 psi at 28 days Field Cure Temperature,°F NT Quantity Placed,cy 40 Cure Method-Initial/Final Container/Water Tank Time Batched 5:34 AM Water Added on Job,gals 0 Time Sampled 6:20 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (Ibs) (in) (in2) Strength (psi) Remarks 5091 7 12-30 59890 3.99 12.50 4790 TYPE 2: 5092 28 01-20 0 0.00 0.00 0 5093 28 01-20 0 0.00 0.00 0 5094 28 01-20 0 0.00 0.00 0 5095 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to provide concrete reinforcement, placement, and testing inspection services at the above location. All locations are approximate and were provided by the contractor. Concrete reinforcement was found to conform with the general notes and S3.01 of the approved structural drawings. All concrete was placed with a pump truck and hand finished. GeoTest will return for further inspection upon request. COPIES:bakersonsconcretellc@gmail.com,chumphrey@safebuilt.com,gdavila@SmokeyPointConcrete.com, Reviewed by kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov,troy@sharpdesignbuild.com This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc-com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB007 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 3 Image 1. Slab on grade I1 welded wire mesh reinforcement (looking southwest). Image 2. Door post/column tie in reinforcement "F c NOWT ,IO@kHarb r Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB007 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 3 of 3 Image 3. Slab on grade concrete placement (looking northwest). 51.5276 GEOT E S T 'I Oak Harbor Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: CB007 PERMIT M BLDG-2608 DATE: 12/23/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 3 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Tristan Coragiulo Placement Location: Building B-Slab on Grade Sample Location: First Truck, Mid-Load, Directly from Truck Chute, NE Thickened Edge Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 5.00 9 Mix# 01550P Air Content, %(C231) NT MIX Description 5.5 SK,7/8 Agg, Pea Agg,non-Chloride Accelerator Unit Weight,pcf(C138) NT Truck/Ticket# 78092/191398 Air/Mix Temp.,°F(C1064) 39.4/63.0 TC04 Strength Required 2500 psi at 28 days Field Cure Temperature,°F NT Quantity Placed,cy 40 Cure Method-Initial/Final Container/Water Tank Time Batched 5:34 AM Water Added on Job,gals 0 Time Sampled 6:20 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (Ibs) (in) (in2) Strength (psi) Remarks 5091 7 12-30 59890 3.99 12.50 4790 TYPE 2: 5092 28 01-20 0 0.00 0.00 0 5093 28 01-20 0 0.00 0.00 0 5094 28 01-20 0 0.00 0.00 0 5095 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to provide concrete reinforcement, placement, and testing inspection services at the above location. All locations are approximate and were provided by the contractor. Concrete reinforcement was found to conform with the general notes and S3.01 of the approved structural drawings. All concrete was placed with a pump truck and hand finished. GeoTest will return for further inspection upon request. COPIES:bakersonsconcretellc@gmail.com,chumphrey@safebuilt.com,gdavila@SmokeyPointConcrete.com, Reviewed by kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov,troy@sharpdesignbuild.com This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc-com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB007 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 3 Image 1. Slab on grade I1 welded wire mesh reinforcement (looking southwest). Image 2. Door post/column tie in reinforcement "F c NOWT ,IO@kHarb r Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB007 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 3 of 3 Image 3. Slab on grade concrete placement (looking northwest). 51.5276 GEOT E S T 'I Oak Harbor Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB#: 19-0608 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: CB007 PERMIT M BLDG-2608 DATE: 12/23/2019 CLIENT: Baker&Sons Concrete Construction LLC PAGE#: 1 of 3 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Tristan Coragiulo Placement Location: Building B-Slab on Grade Sample Location: First Truck, Mid-Load, Directly from Truck Chute, NE Thickened Edge Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) 5.00 9 Mix# 01550P Air Content, %(C231) NT MIX Description 5.5 SK,7/8 Agg, Pea Agg,non-Chloride Accelerator Unit Weight,pcf(C138) NT Truck/Ticket# 78092/191398 Air/Mix Temp.,°F(C1064) 39.4/63.0 TC04 Strength Required 2500 psi at 28 days Field Cure Temperature,°F NT Quantity Placed,cy 40 Cure Method-Initial/Final Container/Water Tank Time Batched 5:34 AM Water Added on Job,gals 0 Time Sampled 6:20 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (Ibs) (in) (in 2) Strength (psi) Remarks 5091 7 12-30 59890 3.99 12.50 4790 TYPE 2: 5092 28 01-20 72520 4.00 12.57 5770 TYPE 2: 5093 28 01-20 72730 4.00 12.57 5790 TYPE 3: 5094 28 01-20 74900 4.00 12.57 5960 TYPE 2: 5095 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to provide concrete reinforcement, placement, and testing inspection services at the above location. All locations are approximate and were provided by the contractor. Concrete reinforcement was found to conform with the general notes and S3.01 of the approved structural drawings. All concrete was placed with a pump truck and hand finished. GeoTest will return for further inspection upon request. COPIES:bakersonsconcretellc@gmail.com,chumphrey@safebuilt.com,gdavila@SmokeyPointConcrete.com, Reviewed by kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov,troy@sharpdesignbuild.com This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc-com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB007 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 3 Image 1. Slab on grade I1 welded wire mesh reinforcement (looking southwest). Image 2. Door post/column tie in reinforcement "F c NOWT ,IO@kHarb r Bellingham I Arlington I Oak Harbor www.geotest-inc.com Concrete Inspection & Compressive Strength Test Report PROJECT: Royal Storage JOB M 19-0608 CLIENT: Baker&Sons Concrete Construction LLC REPORT#: CB007 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 3 of 3 Image 3. Slab on grade concrete placement (looking northwest). 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com Grout Compressive Strength Test Report PROJECT: Royal Storage-Sharp Design &Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: GB002 PERMIT#: B2608 DATE: 1/6/2020 CLIENT: Sharp Design &Build, LLC PAGE#: 1 of 1 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Ben Fox Placement Location: Building B-8"CMU Walls/Pilasters-5'4"to 9'4" Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) NT Mix# REDISCC Air Content, %(C231) NT Mix Description 8sk w/Pea Gravel, HRWR Unit Weight,pcf(C138) NT Truck/Ticket# 78093/192054 Air Temperature,°F 44 Strength Required 2000 psi at 28 days Mix Temperature,°F(C1064) 56 BF04 Quantity Placed,cy 7 Field Cure Temperature,°F BF04 Time Batched 7:26 AM Water Added on Job,gals 5 Time Sampled 8:19 AM Water Requested by Supplier Laboratory Data: Lab Test Age Test Total Load Area Corr. Compressive No. (Days) Date (lbs) (in') Factor Strength (psi) Remarks 5541 7 01-13 0 0.00 1.00 0 5542 28 02-03 0 0.00 1.00 0 5543 28 02-03 0 0.00 1.00 0 5544 Hold 00-00 0 0.00 1.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4"X 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference C1019/C39 Comments: GeoTest was onsite as requested to perform a special inspection during the placement of the grout and to inspect the steel reinforcing for the 8" CMU walls/columns at the above locations. The self- consolidating grout was placed via line pump and then finished by hand. The steel reinforcing conformed to the approved plans and specifications. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com Grout Compressive Strength Test Report PROJECT: Royal Storage-Sharp Design &Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE,Arlington, WA REPORT#: GB002 PERMIT#: B2608 DATE: 1/6/2020 CLIENT: Sharp Design &Build, LLC PAGE#: 1 of 1 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Ben Fox Placement Location: Building B-8"CMU Walls/Pilasters-5'4"to 9'4" Field Data: Eq. No. Supplier Smokey Point Concrete/Skagit Read Slump, in.(C143) NT Mix# REDISCC Air Content, %(C231) NT Mix Description 8sk w/Pea Gravel, HRWR Unit Weight,pcf(C138) NT Truck/Ticket# 78093/192054 Air Temperature,°F 44 Strength Required 2000 psi at 28 days Mix Temperature,°F(C1064) 56 BF04 Quantity Placed,cy 7 Field Cure Temperature,°F BF04 Time Batched 7:26 AM Water Added on Job,gals 5 Time Sampled 8:19 AM Water Requested by Supplier Laboratory Data: Lab Test Age Test Total Load Area Corr. Compressive No. (Days) Date (lbs) (in') Factor Strength (psi) Remarks 5541 7 01-13 28500 11.42 1.00 2500 3.36x3.40x7.05 5542 28 02-03 0 0.00 1.00 0 5543 28 02-03 0 0.00 1.00 0 5544 Hold 00-00 0 0.00 1.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4"X 4"X 8" Reinforcement Conforms Yes n/t: not tested Test Reference C1019/C39 Comments: GeoTest was onsite as requested to perform a special inspection during the placement of the grout and to inspect the steel reinforcing for the 8" CMU walls/columns at the above locations. The self- consolidating grout was placed via line pump and then finished by hand. The steel reinforcing conformed to the approved plans and specifications. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate to the sample(or location)tested. 51.5276 GEOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr vvww.geotest-i nc.com MASONRY INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB#: 19-0869 ADDRESS: 17011 59th Avenue NE, Arlington, WA REPORT#: M1004 PERMIT#: B2608 DATE: 12/30/2019 CLIENT: Sharp Design & Build, LLC PAGE#: 1 of 2 CONTRACTOR: Baker&Sons Concrete Construction L INSPECTOR: Ben Fox Item(s) Inspected Location Elevation 8"CMU Walls and Columns Building B 0-5' Reference Drawings: Structural Plans Items Inspected Comments Weather Conditions 50's,Drizzle Material Conditions Clean,Damp Reinforcement /� Per Structural Plans Grout Space Clear Grouting Procedures /� 7.5 Cubic Yards of Smokey Point Grout Mix#REDISCC Placed by Line Pump Mechanical Consolidation /� None,Self Consolidating Grout Test Specimens None Periodic Inspection V Continuous Inspection ❑ The above items were conforming V Nonconforming Items(see below) U Comments: GeoTest was onsite as requested to perform a special inspection during the placement of the grout and to inspect the steel reinforcing for the 8" CMU walls/columns at the above locations. Self-consolidating grout was placed via line pump and then finished by hand. The steel reinforcing conformed to the approved plans and specifications. COPIES:chumphrey@safebuilt.com,kolander@arlingtonwa.gov,Ipeterson@arlingtonwa.gov Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. Geotest will not be responsible for layout of embeds and/or structure dimensions and locations. 51.5276 G EOT E S T I O' @k Harbor Bellingham I Arlington Oak Harborr www.geotest-inc.com 1 MASONRY INSPECTION REPORT PROJECT: Royal Storage-Sharp Design & Build JOB#: 19-0869 CLIENT: Sharp Design & Build, LLC REPORT#: M1004 CONTRACTOR: Baker&Sons Concrete Construction L PAGE#: 2 of 2 A photo during the placement of the grout for the western CMU wall. The photo was taken facing southeast. j CITY OF ARLNGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:17011 59th Avenue NE,Bldg B Permit#:2608 Parcel#:31052700100800 Valuation:219360.00 OWNER APPLICANT CONTRACTOR Name:PREMIER PACIFIC PROPERTIES LLC Name:Sharp Design&Build,Inc. Name:Sharp Design&Build,LLC Address: 13600 44TH ST NE Address:13600 44th Street NE Address: 13600 44th Street NE City,State Zip:LAKE STEVENS,WA 98258 City,State Zip:Lake Stevens,WA 98258 City,State Zip:Lake Stevens,WA 98258 Phone: Phone:425-760-8689 Phone:425-760-8689 LIC:SHARPDB852KK EXP:05/30/2021 MECHANICAL. CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Corlunerclal New CODE YEAR: 2015 STORIES: I CONST.TYPE: II-B DWELLING UNITS: 0 OCC GROUP: S-I BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI l0/IRC110. NOTICE:TAX Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form in oded lington#3101. g ture Print Name Date Released ate CONDITIONS Approved job copy shall be on site for inspections. Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/11/2019 Building Permit Fee $2,450.21 7/11/2019 Building Plan Review Fee $1,592.64 7/11/2019 Processing/Technology Fee $25.00 7/11/2019 State Surcharge-Commercial $25.00 Total Due: $4,092.85 Total Payment: $0.00 Balance Due: $4,092.85 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 � '} Yh Permit Information Date 6/12/2019 Permit Number 2608 Project Name Royal Storage Applicant Name Sharp Design&Build,Inc. Applicant Address 13600 44th Street NE City,State,Zip Lake Stevens,WA 98258 Contact Troy Van Kopp Phone 425-760-8689 Email troy@sharpdesignbuild.com Permit Type Commercial New Site Address 17011 59th Avenue NE,Bldg B Valuation 219360.00 Status Ready to Issue Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Storage and Office MIC/Opportunity Zone MIC Assigned To Kristin Foster Property. Owner Parcel Address Legal Owner Phone Zoning 17011 Section 27 Township 31 Range 05 Quarter NEIA-PAR 2 OF BLA REC AFN PREMIER 910 31052700100800 59th 200108315002 EXC TH PTN OF SD PAR 2 LY N OF S LN OF PAR 1 OF SD PACIFIC Undeveloped Avenue BLA PROJ ELY TO E LN OF SD PAR 2&EXC RDS-AKA PAR 2 OF CITYOF PROPERTIES (Vacant) NE ARL BLA NO Z-06-015-BLA REC AFN 200606055267 LLC Land Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Sharp Design&Build, LLC rrroy Van Kopp 425-760-8689 rov .sharpdesi nbuild.com ONTRACTOR Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $2,450.21 Building Plan Review Fee 345.83.00.00 $1,592.64 Processing/Technology Fee 341.43.00.02 $25.00 State Surcharge-Commercial 386.00.01.00 $25.00 Total $4,092.85 Uploaded Files Upload File Date File Uploaded By 77=7 7/11/2019 8:40:18 AM 12608 Applicatior �Fost '<ristin h :� ,i . �, I COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE- Arlington,WA 98223• Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. C7 One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) EJ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2)Architectural Drawings Two (2) Structural Drawings 0� Two (2) Structural Calculations One(1) Project Specification Manuals(if applicable) L7 One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms a� One (1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS An Intake appointment Is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced@arlingtonwa.gov. I acknowledge that all Items designated above are included as part of this application. REV 2015 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL 041-Ac"-s"o Department of Community& Economic Development eP Y p City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10_ 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAG 51.51 Washington State Residential Code 3. WAG 51-52 Washinylun 3tatw Meh;hanical 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: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions,in indelible ink,blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 -- 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 wilh 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. t3. ❑ 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 Yvinch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 �11 Y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. (:1 Reflected Ceiling Plan a) Plan view 118"minimum scale, Details a minimum %4•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. h) Fight feet nr less,9hnw a positive connFr;tion to floor or walls NOTE.High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS).Contact the Arlington REV 2015 Page 4 of 9 COMMERCIAL APPLICATION ��trNr�o PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work.These permits are Issued separately.Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 4., ,60 �YCOMMERCIAL 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 8YA COMMERCIAL APPLICATION SUBARTTAL CHECKLIST AND AN OCCUPANTS STATEMENT OF INTENDED USE. Name of Project:ROYAL STORAGE Valuation: $4 MIL Project Address: 17011 59TH AVE NE, ARLINGTON, WA 98223 Parcel ID#:31052700100800 Legal Description NE 1/4 27-31-05 Owner: ROYAL STORAGE, LLC Phone Number: 425-760-8689 Address: 13600 44TH ST NE City: LAKE STEVENS State:WA Zip Code:98258 Engineer:PACIFIC SURVEYING & ENGINEERING Phone Number: 360-671-7387 Cell Phone: 360-815-3885 E-mail:DGALBRAFrHCa)PSESURVEY.COM Address: 909 SQUALICUM WAY STE 111 City..BELLINGHAM State:WA Zap Code:98225 General Contractor:SHARP DESIGN & BUILD, LLC Phone Number:425-760-8689 Cell Phone: 425-760-8689 E-mail:TROY@SHARPDESIGNBUILD.COM Address:13 600 44TH ST NE City:LAKE STEVENS State: WA Zip Code: 98258 Contractor's License Number:SHARPDB852KK Expiration:05-30-2021 Contact Person: TROY VAN KOPP Phone Number: 425-760-8689 Cell Phone: 425-760-8689 E-mail:TROY@SHARPDESIGNBUILD.COM Address. 13600 44TH ST NE City:LAKE STEVENS State: WA Zip Code: 98258 Proposed Scope of Work:NEW SELF-STORAGE FACILITY REV 2015 Page 6 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 Project Name/Tenant ROYAL STORAGE Site Address17011 59TH AVE NE, ARLINGTON, WA 98223 Bldg/Unit/Suite IBC Construction Type II-B IBC Occupancy Type B.S1.0 Description of Use SELF-STORAGE Building Square Footage 73,620 including 30,600 Canopy Number of Stories Office 2; All others 1 Square Footage Per Floor First Floor: 41,900, Second Floor: 1,120, Canopy: 30,600 Will there be any installation, modification or removal of the following?(Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc. .) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace Private lire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide etails on any of the a4ove checked item$: Installation,changes,modifications or removal of any of the above may require additional submittals, Information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 ROYAL STORAGE Name of Project: 17011 59TH AVE NE, ARLINGTON, WA 98223 Project Address. Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of _ will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). (we) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete V) Structural Masonry V) 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. li inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution. A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 2015 Page 8 of 9 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:TROY VAN KOPP 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 TROY VAN KOPP Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# REV 2015 Page 9 of 9 i Horne : Espafiol Contact Search L& Labor Safety Health I, Claims&Insurance Workplace Rights Trades Washington State Department of Labor & Industries Sharp Design& Build LLD Owner or....tr.adesperson THOMAS,LISA MARIE 13600 44TH ST NE ........... Principals LAKE STEVENS,WA 98258 THOMAS,LISA MARIE,PARTNER/MEMBER 425-377-9130 SNOHOMISH County THOMAS,DAVID WILLIAM,PARTNER/MEMBER VAN KOPP,TROY EUGENE,PARTNERIMEMBER Thomas,Edmund Mark,MANAGER (End:05/17/2017) WA UBI No. Business type 603 408 597 Limited Liability Company Certifications S Endorsements License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SHARPOB852KK Effective—expiration 05/12/2015—05/30/2021 Bond Cincinnati Ins Co $12,000.00 Bond account no. B1220327 Received by L&I Effective date 05/12/2015 04/28/2015 Expiration date Until Canceled Insurance Travelers Property Cas Co of A $1,000,000.00 Policy no. DT-CO-3655R040-IN D-1 Received by L&I Effective date 05/13/2019 07/07/2018 Expiration date 07/07/2020 Insurance history 1��i I� I I Savings .............. No savings accounts during the previous 6 year period. Lawsuits against the bond or Savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers'comp Public Works Requirements Workplace safety and health N'ddhirtgtnn », :., I COMMERCIAL APPLICATION ��l�Nc,10 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. 2/ One (1) City of Arlington CommerciaVMulti-Family Permit Application (One (1) permit application per building or structure is required) T)ne (1) City of Arlington Comm ercial/MuIti-Family Submittal Requirements Form Two (2)Architectural Drawings ®� Two (2) Structural Drawings ®� Two (2) Structural Calculations One (1) Project Specification Manuals(if applicable) LrJ 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 cedParlingtonwa.gov. I acknowledge that all Items designated above are included as part of this application. REV 2015 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51.51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 COMMERCIAL APPLICATION �N��o PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN-REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale.Details a minimum %.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 o COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum Yvinch 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 alighting fixture schedule. 4. ❑ Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1 Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 9 Y O f COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately.Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@ariingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 COMMERCIAL APPLICATION ING' PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project:ROYAL STORAGE Valuation: $4 MIL Project Address: 17011 59TH AVE NE, ARLINGTON, WA 98223 Parcel ID#: 31052700100800 Legal Description NE 1/4 27-31-05 Owner: ROYAL STORAGE, LLC Phone Number: 425-760-8689 Address: 13600 44TH ST NE City: LAKE STEVENS State:WA Zip Code:98258 Englneer:PACIFIC SURVEYING & ENGINEERING Phone Number. 360-671-7387 Cell Phone: 360-815-3885 E-mail: DGALBRAITHCa PSESURVEY.COM Address: 909 SQUALICUM WAY STE 111 City: State:BELLINGHAM WA Zip Code:98225 General Contractor:SHARP DESIGN & BUILD, LLC Phone Number:425-760-8689 Cell Phone: 425-760-8689 E-mail: TROY@SHARPDESIGNBUILD.COM Address:13600 44TH ST NE City. LAKE STEVENS State: WA Zip Code: 98258 Contractor's License Number:S HARPDB852KK Expiration:05-30-202 1 Contact Person: TROY VAN KOPP Phone Number: 425-760-8689 Cell Phone: 425-760-8689 E-mail:TROY@S HARPDESIGN BU ILD.COM Address: 13600 44TH ST NE City:LAKE STEVENS State: WA Zip Code: 98258 Proposed Scope of Work:NEW SELF-STORAGE FACILITY REV 2015 Page 6 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 Project Name/Tenant ROYAL STORAGE Site Address17011 59TH AVE NE, ARLINGTON, WA 98223 Bldg/Unit/Suite IBC Construction Type II-B IBC Occupancy Type B.S1.0 Description of Use SELF-STORAGE Building Square Footage 73,620 including 30,600 Canopy Number of Stories Office 2: All others 1 Square Footage Per Floor First Floor: 41,900, Second Floor: 1,120, Canopy: 30,600 Will there be any installation, modification or removal of the following?(Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace 1Z 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 2015 Page 7 of 9 -- COMMERCIAL APPLICATION PERMIT SUBMITTAL INC'`ti��' Department of Community & Ec onomic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 ROYAL STORAGE Name of Project: Project Address: 17011 59TH AVE NE, ARLINGTON, WA 98223 Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). (V) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete V) Structural Masonry V) 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 priorto the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 2015 Page 8 of 9 G1 y �r COMMERCIAL APPLICATION '�►lr ��' PERMIT SUBMITTAL Department of Community 8r 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:TROY VAN KOPP 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 TROY VAN KOPP Print Applicants Name Date FOR STAFF USE ONLY R�e,ceived Permit# Accepted By Amount Received Receipt# J�idkR REV 2015 Page 9 of 9 z a C tx=] NOfD rr ID � cl Q> for-• 0 t r 0-4 r- � � c "I � z r7 1 "3" W V M - � � no 0 7� a M ..ti � a � r p Ul 1.0 iv n r CD z ,, c z r � � oz CDc y r � xz � y 1-4 � � 0 O ° y o � z � rr, n > tz z z v� p a c �v .-• o ... C7 rt y O 'CD 7d [9 rt l7 .• rD rr C) o L, CD O b y n Un z ~ n � ran 00 0 x C n t� r y ui C ° n C rn 0 C 00 cro 0 O L�" � fD• H CITY ARLINGTON OF 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:17011 59th Avenue NE,Bldg B Permit#•2608 Parcel#:31052700100800 Valuation:219360.00 OWNER APPLICANT CONTRACTOR Name:PREMIER PACIFIC PROPERTIES LLC Name:Sharp Design&Build,Inc. Name:Sharp Design&Build,LLC Address: 13600 44TH ST NE Address:13600 44th Street NE Address: 13600 44th Street NE City,State Zip:LAKE STEVENS,WA 98258 City,State Zip:Lake Stevens,WA 98258 City,State Zip:Lake Stevens,WA 98258 Phone: Phone:425-760-8689 Phone:425-760-8689 LIC:SHARPDB852KK EXP:05/30/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Naive: Naive: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: 11-B DWELLING UNITS: 0 OCC GROUP: S-1 BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 l0/IRC110. TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form n od4.UYnf Arlington#3101. "7 Z I-Aor' y'i-v 1C+PP -//-/ Ll g urc Print Name Date Released )ate CONDITIONS Approved job copy shall be on site for inspections. Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZE 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 7/11/2019 Building Permit Fee $2,450.21 7/11/2019 Building Plan Review Fee $1,592.64 7/11/2019 Process ing/Technology Fee $25.00 7/11/2019 State Surcharge-Commercial $25.00 Total Due: $4,092.85 Total Payment: $0.00 Balance Due: $4,092.85 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 2608 Permit Date: 06/12/19 Permit Type: COMMERCIAL BUILDING Project Name: Royal Storage Applicant Name: Sharp Design& Build, Inc. Applicant Address: 13600 44th Street NE Applicant, City, State, Zip: Lake Stevens, WA 98258 Contact: Troy Van Kopp Phone: 425-760-8689 Email: troy@sharpdesignbuild.com Scope of Work: Storage and Office Valuation: 219360.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: CIC Permit Issued: 07/11/2019 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 27 Township 31 Range 05 Quarter NE1/4- PAR 2 OF BLA REC AFN 200108315002 EXC TH PTN OF SD PAR 2 LY N 31052700100800 17011 59th Avenue NE OF S LN OF PAR 1 OF SD PREMIER PACIFIC 910 Undeveloped BLA PROJ ELY TO E LN PROPERTIES LLC (Vacant)Land OF SD PAR 2&EXC RDS -AKA PAR 2 OF CITYOF ARL BLA NO Z-06-015- BLA REC AFN 200606055267 Contractors Contractor Primary Contact Phone Address Contractor Type License License Sharp Design&Build, 13600 44th Street CONSTRUCTION LLC Troy Van Kopp 425-760-8689 NE CONTRACTOR Fees Fee Description Notes Amount Building Permit Table 4-1 $2,450.21 Building Plan Review Table 4-2 $1,592.64 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Total $4,092.85 Attached Letters Date Letter Description 07/11/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 07/17/2019 Royal Storage,LLC Check#1071 Kristin Foster $4,092.85 Outstanding Balance $0.00 Notes Date Note Created By: 09/21/2021 C of O Issued Raelynn Jones 07/13/2020 Temp.CO issued. Kristin Foster Uploaded Files Date File Name 07/13/2020 6964621-Royal Storage Bldg.B Temp CO.pdf 07/11/2019 5309148-2608 Issued Permit.pdf 07/11/2019 5308243-2608 Application.pdf CITY OF ARLINGTON TEMPORARY CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 111 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 17011 59th Avenue NE Bldg. B Building Permit Number 2608 Name &Address of Owner Occupant Load Number of Stories ROYAL STORAGE LLC Storage 5 1 13600 44TH ST NE Type of Construction/Sprinkler system required Use LAKE STEVEN,WA 982S8 II-B/No Storage THE Structure HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP S-1 OCCUPANCY ISSUED: July 10, 2020 BY Building Official