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19406 68TH AVE NE_BLD2017_2026
COMMERCIAL REMODEL g�A�rNG o PERMIT APPLICATION 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 not be accepted. One (1) City of Arlington CommerciallMulti-Family Permit Application (One (1) permit application per building or structure is required) ❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings Two (2) Structural Drawings ❑ Two (2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) ❑ One (1) NREC Code Compliance Forms ❑ 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 Pre App Appointment Request. acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 7 COMMERCIAL REMODEL g��jNG .O PERMIT APPLICATION 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(I PC) 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 7 COMMERCIAL REMODEL g��jNG PERMIT APPLICATION 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. 0 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. j) Show the location of all new walls, doors,windows, etc. REV 2015 Page 3 of 7 COMMERCIAL REMODEL g��jNG PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors, windows and penetrations. m) Provide a legend that distinguishes existing walls, walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %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. 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 7 COMMERCIAL REMODEL PERMIT APPLICATION 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 sprinkledalarm 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 Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2)SETS OF CONSTRUCTION PLANS, TWO (2) SETS OF SPECIFICATIONS, TWO (2) SETS OF STRUCTURAL CALCULATIONS, ONE (1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: (,*� Commercial Remodel O Commercial Addition O Tenant Improvement Project Address: 19406 68th Drive N E Parcel ID#: 31051400300200 Project Description:WFP - East Planer Building Repair Legal Description. SEC 14 TWP 31 RGE Project Valuation: _ Owner:WESTERN FOREST PRODUCTS US LLC Phone Number: Address: 800-1055 W GEORGIA ST City:VAN000VER State: BC Zip Code:V6E3P3 Canada Contact Person:Kenneth Levesque Phone Number: 206.331.4712 Cell Phone: 360.202.1988 E-mail: kenlevesque@ctagroup.com Address:200 W Mercer St, #503 City:Seattle State: WA Zip Code:98119 Contractor:Abbot Construction Phone Number: Address: 3408 1st Ave S City:Seattle State: WA Zip Code:98134 Contractor's License Number: Expiration: Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: REV 2015 Page 6 of 7 COMMERCIAL REMODEL PERMIT APPLICATION N Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 Project Name/Tenant WFP - East Planer Building Repair Site Address19406 68th Drive NE Bldg./Unit/Suite IBC Construction Type II B IBC Occupancy Type F-1 Description of Use Lumber storage Building Square Footage 15,061 Number of StoriesOne Square Footage per Floor15,061 Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: Installation,changes, modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. 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 Ken Levesque, Cushing Terrell Architects June 06, 2018 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 7 of 7 COMMERCIAL REMODEL g�A�rNG o PERMIT APPLICATION 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 not be accepted. One (1) City of Arlington CommerciallMulti-Family Permit Application (One (1) permit application per building or structure is required) ❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings Two (2) Structural Drawings ❑ Two (2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) ❑ One (1) NREC Code Compliance Forms ❑ 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 Pre App Appointment Request. acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 7 COMMERCIAL REMODEL g��jNG .O PERMIT APPLICATION 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(I PC) 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 7 COMMERCIAL REMODEL g��jNG PERMIT APPLICATION 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. 0 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. j) Show the location of all new walls, doors,windows, etc. REV 2015 Page 3 of 7 COMMERCIAL REMODEL g��jNG PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors, windows and penetrations. m) Provide a legend that distinguishes existing walls, walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %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. 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 7 COMMERCIAL REMODEL PERMIT APPLICATION 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 sprinkledalarm 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 Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 COMMERCIAL REMODEL PERMIT APPLICATION N Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION PLANS, TWO(2) SETS OF SPECIFICATIONS, TWO(2) SETS OF STRUCTURAL CALCULATIONS,ONE (1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: (.,#) Commercial Remodel ( ) Commercial Addition ( ) Tenant Improvement Project Address: 19406 68th Drive N E Parcel ID#: 31051400300200 Project Description:WFP - South Storage Building Repair Legal Description: SEC 14 TWP 31 RGE Project Valuation: Owner:WESTERN FOREST PRODUCTS US LLC Phone Number: Address: 800-1055 W GEORGIA ST City.VANCOUVER State: BC Zip Code:V6E3P3 Canada Contact Person:Kenneth Levesque Phone Number: 206.331.4712 Cell Phone: 360.202.1988 E-mail: kenlevesque@ctagroup.com Address:200 W Mercer St, #503 City:Seattle State: WA Zip Code:98119 Contractor:Abbot Construction Phone Number: Address: 3408 1st Ave S City:Seattle State: WA Zip Code:98134 Contractor's License Number: Expiration: Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: REV 2015 Page 6 of 7 COMMERCIAL REMODEL PERMIT APPLICATION N Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 Project Name/Tenant WFP - South Storage Building Repair Site Address19406 68th Drive NE Bldg./Unit/Suite IBC Construction Type II B IBC Occupancy Type F-1 Description of Use Lumber storage Building Square Footage 14,104 Number of StoriesOne Square Footage per Floor14,104 Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: Installation,changes, modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. 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 Ken Levesque, Cushing Terrell Architects June 06, 2018 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 7 of 7 CITY OF ARLINGTON l 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 ` PHONE; (360) 403-3551 BUILDING PERMIT Address:19406 68th Drive NE Permit#:2017 Parcel#:31051400300200 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:WESTERN FOREST PRODUCTS US Name:CTA Group Name:JR ABBOTT CONSTRUCTION LLC Address:800-1055 W GEORGIA STREET Address:200 W Mercer Street,#503 Address:3408 1ST AVENUE S City,State Zip:VANCOUVER,BC V6E3P3 City,State Zip:Seattle,WA 98134 City,State Zip:SEATTLE,WA 98124 Phone: Phone:360-202-1988 Phone:206467-8500 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: I CONST.TYPE: II B DWELLING UNITS: 0 OCC GROUP: F-1 BUILDINGS: 10 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 andd oded City of Arlington#3101. /�I f� �ayC /�C"Ll Gc E7r z l Signature Print Name Date Released By t 6ate �pfj �e✓cslTievC!roiZ/ CONDITIONS See red-lined drawings. Adhere to approved plans. 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 8/10/2018 Building Permit Fee $17,982.95 8/10/2018 Building Permit Fee $29.50 8/10/2018 Building Plan Review Fee $15,168.70 8/10/2018 Processing/Technology Fee $25.00 8/10/2018 State Building Code Surcharge Fee $25.00 Total Due: $33,231.15 Total Payment: $15,198.20 Balance Due: $18,032.95 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon - CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:19406 68th Drive NE Permit#:2017 Parcel#:31051400300200 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:WESTERN FOREST PRODUCTS US LLC Name:CTA Group Name:JR ABBOTT CONSTRUCTION Address:800-1055 W GEORGIA STREET Address:200 W Mercer Street,#503 Address:3408 1 ST AVENUE S City,State Zip:VANCOUVER,BC V6E3P3 City,State Zip:Seattle,WA 98134 City,State Zip:SEATTLE,WA 98124 Phone: Phone:360-202-1988 Phone:206-467-8500 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: 1 CONST.TYPE: 11 B DWELLING UNITS: 0 OCC GROUP: F-1 BUILDINGS: 10 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 ands;odcd City of Ar'�gton#3101. �� � ; ECl E EPP '3 r /G l� Signature Print Name Date Released By I 15ate �B�SO/^T17�I�rrcTroil/ CONDITIONS See red-lined drawings. Adhere to approved plans. 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 8/10/2018 Building Permit Fee $17,982.95 8/10/2018 Building Permit Fee $29.50 8/10/2018 Building Plan Review Fee $15,168.70 8/10/2018 Processing/Technology Fee $25.00 8/10/2018 State Building Code Surcharge Fee $25.00 Total Due: $33,231.15 Total Payment: $15,198.20 Balance Due: $18,032.95 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 i �. � � . 1 ti Permit Information Date 6/19/2018 Permit Number 2017 Project Name Western Forest Products Applicant Name CTA Group Applicant Address 200 W Mercer Street,#503 City,State,Zip Seattle,WA 98134 Contact Ken Levesque Phone 360-202-1988 Email kenlevesque@ctagroup.com Permit Type Commercial Alteration Site Address 19406 68th Drive NE Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Lumber yard Assigned To Launa Peterson Property Parcel Address Subdivision Lot Owner 31051400300200 19406 68TH AVE NE WESTERN FOREST PRODUCTS US LLC Review Date Type Description I Tar et Date Completed Date Assigned To Status 3/19/2016 commercial T.I. 7/10/2018 %ilding lin Review Fees Fee Description Notes Amount Buildina Permit Fee 322.10.00.00 $18.012.95 Building Plan Review Fee 345.83.00.00 $15,168.70 Processin /Technolo Fee 341.43.00.02 $25.00 State Building Code Surcharge Fee 386.00.01.00 $4.50 Total $33,211.15 Uploaded Files Upload File Date File Uploaded B 6/19/2018 10:06:27 AM 2015 Commercial Remodel D5G2j3F8uuplHH.pdf Peterson,Launa 6/19/2018 10:06:27 AM 2015 Commercial Remode! D5G2k8Lvg7zsOc South Storage.pdf Peterson,Launa it �I r i Y A or COMMERCIAL REMODEL y�LIN PERMIT APPLICATION 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 not be accepted. 12 One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) ❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form 9 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 Pre App Appointment Request. acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 7 COMMERCIAL REMODEL �•��� o PERMIT APPLICATION � 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) S. 2015 International Plumbing Code(!PC) 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 7 r COMMERCIAL REMODEL PERMIT APPLICATION 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 Y.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, etc. REV 2015 Page 3 of 7 Gt1 Y n� COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls, walls to be removed and new walls 3. ❑ Rcflcoted Coiling Plan a) Plan view 118"minimum scale Details a minimum '!.-inrh scalp 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 calculation-. are r—"u;red for seismic bring of storage rack eight feet yr grenter in hoigtit, 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 7 Gt1 Y Q�, - COMMERCIAL REMODEL PERMIT APPLICATION 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 barlinatonv Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 COMMERCIAL REMODEL PERMIT APPLICATION IN Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION PLANS,TWO(2) SETS OF SPECIFICATIONS,TWO(2) SETS OF STRUCTURAL CALCULATIONS,ONE (1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: (.� Commercial Remodel ( ) Commercial Addition ( ) Tenant Improvement Project Address: 19406 68th Drive NE Parcel ID#: 31051400300200 Project Qescri tivn:WFP- South Storage Building Repair SEC 14 TWP 31 RGE p Legal Description. . Project Valuation: Owner:WESTERN FOREST PRODUCTS US LLC Phone Number: Address: 800-1055 W GEORGIA ST Ciry:VAN000VER State: BC Zip Code:V6E3P3 Canada Contact Person:Kenneth Levesque Phone Number: 206.331.4712 Cell Phone: 360.202.1988 E-mail: kenlevesque@ctagroup.com Address:200 W Mercer St, *503 City:Seattle State: WA Zip Code:98119 Contractor:Abbot Construction Phone Number: Address: 3408 1st Ave S City:Seattle State: WA Zip Code:98134 Contractor's License Number: Expiration: Plumbing Contractor: Phone Number: _ Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: In a REV 2015 Page 6 of 7 G�1 Y U� COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Project Name/Tenant WFP - South Storage Building Repair Site Address19406 68th Drive NE Bidg./Unit/Suite IBC Construction Type 11 B IBC Occupancy Type F-1 Description of Use Lumber storage Building Square Footage 14,104 Number of StoriesOne Square Footage per Floor14,104 Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes, modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. 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 Ken Levesque, Cushing Terrell Architects June 06, 2018 Print Applicants Name Date FOR STAFF USE ONLY JUN 0 A,p� Permit# Accepted Amount Received Receipt# Date Received REV 2015 Page 7 of 7 � w Contact Search L81 ILILaborjk-z[rl(lcx Help My 1"m & Industries Safety& Health 0 Claims&Insurance 0 Workplace Rights Trades&Licensing 0 Washington State Department of Labor & Industries J R ABBOTT CONSTRUCTION INC Owner or tradesperson 3408 1ST AVE S SUITE 101 Principals SEATTLE,WA 98134-1805 206-467-8500 NELSON,RONALD A,PRESIDENT KING County KLEIN,DOUGLAS J,PRESIDENT ■ SPRAGUE,ANDREW W,PRESIDENT STEDMAN,TROY L,PRESIDENT PRICE,MICHAEL W,PRESIDENT SHALLEY,BRANNON E,PRESIDENT ■ SEAMNA,MARK C,SECRETARY FRASER,RICHARD H (End:02/09/2017) ■ FRASER,GWEN F (End:02/09/2017) ■ ABBOTT,JOHN R,PRESIDENT (End:02/09/2017) STRAND,TIMOTHY R,PRESIDENT (End:02/09/2017) ■ MCGOWAN,JOHN P,VICE PRESIDENT (End:02/09/2017) ■ NEWMAN,WENDY P,VICE PRESIDENT (End:02/09/2017) ■ ABBOTT,DAWN E,SECRETARY (End:02/09/2017) ■ ROBERTSON,ROBERT M,TREASURER (End:02/09/2017) Doing business as J R ABBOTT CONSTRUCTION INC WA UBI No Business type 600 479123 Corporation Governing persons JOHN MCGOWAN MIKE PRICE; MARK SEAMAN; BRANNON SHALLEY; ANDY SPRAGUE; TROY STEDMAN; DOUGLAS JOSEPH KLEIN; RON NELSON; JOHN ABBOTT, WENDY NEWMAN: License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. r---Help us improve r ♦ f \ I Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. JRABBC1022JZ Effective—expiration 04/09/11998—03/01/2020 Bond LIBERTY MUTUAL INS CO $12,000.00 Bond account no. 023009859 Received by L&I Effective date 04/24/2006 04/01/2006 Expiration date Until Canceled Insurance Liberty Mutual Fire Insurance $1,000,000.00 Policy no TB2Z91459332028 Received by L&I Effective date 05/30/2018 06/01/2018 Expiration date 06/01/2019 Insurance history Savi.... ....ngs ...... 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. L8d Tax debts No L81 tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 458,011-00 Doing business as J R ABBOTT CONSTRUCTION INC Estimated workers reported Quarter 2 of Year 2018"Greater than 100 Workers" L&I account contact TS/MELISSA VEST(360)902-5613-Email:VESM235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. 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 and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 04/28/2017 No violations Inspection no. o us improve I 317944774 1 Location 2200 South 16th Street Des Moines,WA 98198 Inspection results date 07/14/2016 No violations Inspection no. 317940586 Location 22704 SE 4th Street Sammamish,WA 98074 Inspection results date 10/30/2014 No violations Inspection no. 317608909 Location 380 Winslow Way E Bainbridge Island,WA 98110 Inspection results date 0 9/1 712 01 4 No violations Inspection no. 317447456 Location 2420 N.Proctor St. Tacoma,WA 98406 Inspection results date 09/08/2014 No violations Inspection no. 317420651 Location 14550 Interurban Ave S Tukwila,WA 98168 Inspection results date 04/0 212 0 1 4 No violations Inspection no. 316974104 Location 23320 Hwy 99 Edmonds,WA 98026 Inspection results date 10/08/2012 No violations Inspection no. 316534999 Location 26401 Pacific Hwy S Des Moines,WA 98198 Help us improve ' i I I improveHelp us Date: 03/23/2026 Permit#: 2017 Permit Date: 06/19/2018 Review Date: 06/19/2018 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 07/10/2018 Scheduled Time: 00:00 Completed Date: 07/30/2018 Description: See red-lined drawings. Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31051400300200 WESTERN FOREST PRODUCTS US LLC WESTERN FOREST PRODUCTS US LLC 800-1055 W GEORGIA STREET 19406 68TH AVE NE VANCOUVER, BC V6E3P3 Zoning: 242 Sawmills & Planing MillsLot: Block: Permit#: 2017 Permit Date: 06/19/18 Permit Type: COMMERCIAL ALTERATION Project Name: Western Forest Products Applicant Name: CTA Group Applicant Address: 200 W Mercer Street, #503 Applicant, City, State, Zip: Seattle,WA 98134 Contact: Ken Levesque Phone: 360-202-1988 Email: kenlevesque@ctagroup.com Scope of Work: Lumber yard Valuation: 0.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 08/23/2018 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning WESTERN FOREST 31051400300200 19406 68TH AVE NE PRODUCTS US Planing Sawmills& ning Mills LLC Pla Contractors Contractor Primary Contact Phone Address Contractor Type License License# JR ABBOTT J.R.ABBOTT 206-467-8500 3408 1ST CONSTRUCTION Labor&JRABBCI022JZ CONSTRUCTION AVENUE S CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20.BUILDING Approved shear walls tool 09/26/2018 09/26/2018 BUILDING Approved FINAL shop mezzanine area. C19.PLUMBING Downspouts&repair 09/06/2018 FINAL blocked infiltration 09/06/2018 Approved plumbing East yard. Plan Reviews Date Review Type Description Assigned To Review Status 06/19/2018 COMMERCIAL See red-lined drawings. BUILDING ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $15,168.70 Building Permit Table 4-1 $17,982.95 Processing/Technology $25.00 State Surcharge- 1 st DU Residential- 1 st Unit $25.00 Building Permit Table 4-1 $29.50 Total $33,231.15 Attached Letters Date Letter Description 08/10/2018 Building Permit 08/10/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 06/28/2018 Western Forest Products Check#44 Kristin Foster $15,198.20 08/23/2018 Western Forest Products check#79 Launa Black $18,032.95 Outstanding Balance $0.00 Notes Date Note Created By: 06/29/2018 The check for the plan review fee was made out for$15198.20-the$29.50 difference was Kristin Foster applied to the permit fee. 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(425)319-1919 n 0 _ C m � Z D y c m m o \ w n � zn m Mo - \ ------ —� O m m D m --- - —-- - D r O S m I r1 2 12'-0" M r� ur m-� �o bn o r c 3 z - A 0 z z m O z O mm m0 N 00 x D-u m m z_ w z C G) O z to O n O r C DzD A rn Gl D N m m m r 0 n m m n x D Z m n r m J m n x ' z 1 rm- � C` 1p o � I � j i nip A r 0 mm w o a, 2" 4" O 0 c rm z m O O N n r c 3 z PROJECT NAME CLIENTr WESTERN HCI STEEL BUILDINGS LLC �m z w FOREST ARLINGTON,WA 98223� WHEELER DESIGN z a c PRODUCTS MARYSVILLE WA 982�70 s.+m m Tel:360-403.4900 $ < N ° m ARLINGTON MILL 2 1 1 1 i�"eeR G oti7 Z (4 5)3 9� 9 9 �,,� v w w x x N N N w cn N Ul co W O O � r 00 DT v !n— www °0 u n 3„ N T 0 ml0 60 ° D Z 18'5" r ° 10" N w Q° z A fA 0� um Rm ,p d n O r C 3 z o� 18'-5„ II„ LU 0 x w w F z m vmi �P O1 N N ne 0 l0 N N W - D w 19'-3 3/4" z ? N N - —n w z AO ---- V A w W V a-n o 0 �c w 70 x z Z O m =� m n A A Z o c) O m w z z m A m T = N n = a z W o 00 = w C�0 w Ln w Z p �P Iv T w w N r 19`-3 3/4" a ^o N N v ? 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N - D G 0m r`� m0 - - --.-_ -- w,n o 11 � .z 5'-8" b= I : 9" W fn< r� m0 T u r -•z C2 9" nD D fn mid �CmC II 0 Z :y O Z N z c CT7 ATnm m �p vzzN 1" �AO mCz �zz o o ov z `TY 11uI'I� z m m HOLD 1 12' Z CLR.ALL AROUND z (� a m Z •; = Z m q a O Z >m r_ z 8 n c PROJECT NAME CLIENT 0 7 c o WESTERN HCI STEEL BUILDINGS,LLC WHEELER DESIGN f z a R° W c PRODUCTS ARLINGTON,WA 98223 MARYSVILLE WA 82 O -I x m Tel:36o.403.4900 , O $ b ARLINGTON MILL (425)319-1919 9 7 CUSHING 06.06.2018 AREA OF WORK: SHEET INDEX �TERRELL RTECTS ENGINEERS GENERAL G001 COVER SHEET G102 ARCHITECTURAL SITE PLAN www.ctagroup.com 800.757.9522 WESTERN FOREST PRODUCTS STRUCTURAL PLANER EAST REMODEL BUILDING'A' S1.1 PLANER EAST,PLANER WEST,&SOUTH STORAGE BLDG FRMG PLAN ARCHITECTURAL A1.0 FLOOR PLAN PERMIT DOCUMENTS A2.0 ELEVATIONS A3.0 ROOF PLAN A4.0 JACK BEAM DETAILS A50 CEE DETAILS AU COLUMN 4a&X-BRACING DETAIL A7.0 WALL SECTION A8.0 PLITH&FOUNDATION A9.0 DETAILS PROJECT SUMMARY: BUILDING'C' BUILDING'B' A9.1 COMPONENTS DETAILS BUILDING/STRUCTURAL REPAIRS EGRESS TO BE INCLUDED IN FUTURE SET PER CITY DIRECTIVE CODE SUMMARY: NORTH STORAGE BUILDING'D' CONSTRUCTION TYPE: B STORIES: 1 HEIGHT: 26'-3" AREA: 15,061 SF OCCUPANCY: F1 INTERNATIONAL CODES SOUTH 20151NTERNATIONAL BUILDING CODE(IBC) STORAGE 20151NTERNATIONAL RESIDENTIAL CODE(IRC) 2015 INTERNATIONAL MECHANICAL CODE(IMC) 20151NTERNATIONAL FUEL GAS CODE(IFGC) 20151NTERNATIONAL FIRE CODE(IFC) CAFE ERIA 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE(IPMC) 2015 INTERNATIONAL INTERNATIONAL EXISTING PROPERTY CODE(IEBC) 2015 WASHINGTON STATE ENERGY CODE(WESC) PLANER WEST PLANER EAST 2015 ACCESSIBLE&USABLE BUILDINGS AND FACILITIES(ICC/ANSI 1417.1) WASHINGTON STATE AMMENTMENTS WAC 51-50 WASHINGTON STATE BUILDING CODE WAC 51-51 WASHINGTON STATE RESIDENTIAL CODE WAC 51-52 WASHINGTON STATE MECHANICAL CODE WAC 51-54 WASHINGTON STATE FIRE CODE WAC 51-56&51-57 WASHINGTON STATE PLUMBING CODE AND STANDARDS WAC 51-11 WASHINGTON STATE ENERGY CODE WAC 29646B ELECTRICAL SAFETY STANDARDS,ADMINISTRATION,AND INSTALLATION CITY OF ARLINGTON DESIGN REQUIREMENTS DESIGN WIND SPEED: 85 MPH(EXPOSURE C) GROUND SNOW LOAD: 25 PSF AREA OF WORK SEISMICZONE: D2 ALL: 21N/HR FOR ROOF DRAINAGE DESIGN FROST LINE DEPTH: 12 IN SOIL BEARING CAPACITY: 1,500 PSF UNLESS A GEO-TECHNICAL REPORT IS PROVIDED (IBC TABLE 1804.2&IRC R401.4.1) PROJECT LOCATION J 19406 68TH DRIVE NE J ARLINGTOKWA 98223 C G SITE MAP: Locator + OWNER GENERAL CONSTRUCTION NOTES: WESTERN FOREST PRODUCTS 1. CONTRACTOR TO VISIT THE SITE PRIOR TO COMMENCEMENT OF WORK TO BECOME FAMILIAR WITH r 19406 68TH DRIVE NE ALL EXISTING CONDITIONS. COMMENCEMENT OF WORK IN ANY GIVEN AREA SHALL BE ' 1 ARLINGTON,WA 98223 UNDERSTOOD TO REPRESENT THAT THE CONTRACTOR HAS CHECKED EXISTING CONDITIONS AND 'Q" mien c eaer.wc, FOUND THEM SATISFACTORY TO ACCEPT HIS PORTION OF WORK. 000.000.0000«,p 2. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF MASONRY, OF FACE OF EXISTING Q Rose Ma,"�.°Mcan"°"o0 a ARCHITECT/ENGINEER CONSTRUCTION,UNLESS OTHERWISE NOTED. �m GUSHING TERRELL ARCHITECTS ENGINEERS 3. CONTRACTOR SHALL INFORM ARCHITECT IN WRITING OF ANY AND ALL CONSTRUCTION O DISCREPANCIES. ERRORS AND OMISSIONS ON THE CONSTRUCTION DOCUMENTS SHALL BE raeam.,,p 200 W MERCER ST,STE 503 BROUGHT TO ARCHITECTS'ATTENTION PRIOR TO PROCEEDING WITH WORK AFFECTED BY SUCH SEATTLE,WA 98119 DISCREPANCIES,ERRORS AND OMISSIONS. 206.282.6222 4. DO NOT SCALE DIMENSIONS. CALCULATE REQUIRED DIMENSIONS. WHERE THERE ARE LrL CONTACT:KARA EBERLE DISCREPANCIES OR MISSING DIMENSIONAL INFORMATION CONTACT ARCHITECT IMMEDIATELY IN ,y�cB39 9 enwcea 'omm��,n WRITING. 1 STRUCTURAL ENGINEER U) 9 ENW STRUCTURAL ENGINEERS NLNLI 9725 THIRD AVE NE,STE 207 LL SEATTLE WA 98115 c> O 206.525.7560 LL 00 METAL BUILDING LLI z Q Z HCI STEEL BUILDINGS,LLC > �/ § ARLINGTON,WA 98223 W n 360.403.4900 o O LLI DO z 'DO J Q VICINITY MAP: Locator ®2018 1 ALL RIGHTS RESERVED i® a t O O 00.00.0000 DRAWN BVIFRY CHECKED BY LEVESQUE REVISIONS s i $ O Arlie Munkgfal P nl� COVER 0001 06.29,1711.68 PM I L:uPA_wFPAR1BiMCAOw—PARe6c1-Pi.—E-A. 1, 1 ;;I1 CUSH I N G E TERRELL � �\ ',I I R<HITECTS ENGINEERS 'tl I I 4 I 11 1 I, CHAIN LINK FENCE ON f. I 11'1 I II Www.Claglou p.Com PROPERTYLINE DEC CLNSTER `� \ y 1 II ` � �qpO 'll 1 I 800.757.9522 OFFICE O 1 II 1 CAFETERIA 1 �\ II 11I I II 1 i i OVERHEAD RIGHT OF WAV h II POWER/TELEPHONE �\ ` 1I ROADWAY 1,UTILITY �i I II WATE LINE \ EASEMENT EASE ANT 1 1 I wl _ ____ _____ __________ 1 _ ------------------------ ___ __ I III pO1N55 \� \��Gr� ( 68TH DRIVE NE A DEDICATED PUBLIC RIGHT OF WAYI p 11 II 'i 1, ACC I II BLDG.A BLDG.6 BLDG.D � T ----' I OIL SEPARATOR -------- I I I WOOD CHIP BIN 1 1 OFFICES 1 I II 11 .p i I II III CONCRETE I 1 HOPPER BARRIER OVERHEAD PIPES Li 1 \\ A1'-011 1 IL' 'y� ANK OVERHEAD PIPES DRAINAGE PITCH I 1 I II MILLING APPROXIMATELOCATION II 11 MACHINE OF 10'WIDE INGRESS, HOPPER 1 I I I L II, I EGRESS CONSTRUCTION �IJ TANK �\�\ I 1 t AND MAINTENANCE r( f A, CHAIN LINK FENCE I < 1 11 II \\ \\ 10'WIDE RIGHT OF I I 1 I I \ \ WqV FOR NATURAL I I \ \\ II BLDG C GAS P LINE ❑ . i --------------- ME L li�ji I HOPPER 60'ACCESS EASEMENT 1 I II Ii 1t 1 I 1 I 1 1 (0 r? 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Z LL 4.)SEE HCI DRAWINGS FOR ALL OTHER REPAIRS NOT SHOWN ON PLAN. N i3i (D Lu -—-—--- BUILDING-E SEE HCI DRAWINGS FOR ROD REPAIR z > _45 SINGLE d ROOF 160�4" BUILDING'A' :5 BRACE 0-1 LL ROD SOUTH STORAGE HANGING ON]TOP OFWAL o ILL CD -S < U) INGL E HCI DRAWINGS BUILDING 11 BUILDINGS' T [-- (1) ROOF 0 SEE HCI DRAWINGS SEE ROD REPAIR BRACI FOR R ROD REPAIR L z WALLBOARD /-CMU WALL ....... COVER 0 ER i-- -------- � 0 < PORTAL NORTH-RAGE BUILDING-D' BEAM cl) 00 0 cl) W Q0 SHED y ILL UTH ST—G 01 0 c:) PLANER ILL! LL It z z z EAST oj < -—-—- —-— INER EBT 4� < Lu ROOF PLANER WEST BRACE,TYP. z 4 COOLING SHED c� z z z 0 CMU WALL t2 KEY PLAN WALL SEE HCI DRAWINGS BRACE,TYP, N.T.S. P 7 FOR ROD RE AIR 0 ROOF JOB NO: 18039000D. r_ X BRACE,TYP. LEGEND ENGINEER: W.CHEN O EXISTING WALL ROOF BRACES DRAWN: P.PATEL w BROKEN/MISSING EXISTING DATE: 05-29-2018 3ILL! WALL/ROOF BRACES SHEET NO: 20'-0" 301-0.1 10.41 30'-0" 10.41 30'-0" 3 0`0" 30'-0" 111-0., 101-0.. 101-0.. 101-0.. 101-0.. 29-0 1 30-0' NOTE:DIMENSIONS ARE NOT EXACT AND COLUMNS DO NOT NECESSARILY LINE UP. S1 . 1 Li Li I I I I I I I I I I I I 93715 �s10NAL�o I I I I I I I I I I I I I I I I I I I I I I 149'-0" FRAMED OPENING CEE CHANEL 30'-0" 29'-0" 30'-0" 30'-0" 30'-0" HHR SIDE WALL PANELING N 00 AF---------------- --- ---------------------------- ---------------------------- C�7 W ;4 ON 1 W5 a\ a M -X-BRACING W o x N I I � DESIGN INTENT IS TO REPLACE AND REPAIR STRUCTURE TO 0c AS-BUILT CONDITIONS �' a w co C7 a �j 0 f V I 3 °o z � a O o 'THzo aka M dx� OB 0 I I � I I I I I I I I I w PER HCI RECOMMENDATION: ; II z REPLACE COLUMNS A2,A3,A4,C3,C4A,AND C5. REPLACE 10"CEE CHANEL BETWEEN A4 AND A5. p Qo I REPLACE COLUMN,PLINTH AND FOUNDATION p� Ow a I A2,A3,A4,A5,C2,C3,C4,C5 AND C6. I REPLACE X-BRACING BETWEEN I COLUMNS C5 AND C6. REPLACE JACK BEAM BETWEEN C3 TO C5. I I I I i ISSUE 05.13.18 I I I I I I I I I C ____________________�I_ -- ---------------------------- --------------------------- --------- ------------------- ------------ --- ---------- - --------------- ----------- I I I I I DESCRIPTION JACK BEAM FLOOR X-BRACING PLAN 1 2 3 4 4a 5 6 DRAWN BY VMW FLOOR PLAN Al mO ,z --- ----------------------------- ---------------------------- ------------------------------ 26 GA HHR SIDE PANEL q MA$ w w VAsgtMco z Z J I J Lu J J m LLB _ Lu w W F— F essIONAL G` O (V I ________ ____ ____________________________ ___________________________ _____________________________ O C\ CEE CHANEL oNp a\ SOUTH ELEVATION zz' d SCALE: 1/8"=1'4" c W kj a` 412 Lo r� a a I IT, N� i w z W II _ z J J M i J W M p W W H ill co to U a Hill a ill V] M cIl _______ ------- U N 1 0" 0 2 WEST ELEVATION SCALE: 1/8"=1'-0" 3 rn oclz1q, X-BRACING �- a O o COLUMN 4a I-BEAM IZ Z F o 58'-11" z W ..I ---------------------------- ----------------------------- ----------------- ----------- --------------------------- - U x F I w w z nzt J fM n J w C? A 3 W N � w � 30'-0" 29'-0" 45'-0" 15'-0" 30'-0" a E�o a * 149'-0" $ ISSUE 05.13.18 `')NORTH ELEVATION SCALE:1/8"=V-0" ,z DESCRIPTION ELEVATIONS W Z z J J J J V A w M w c? H H b) U) O) _______________________________________________ DRAWN BY 100'-01, VMw BEAST ELEVATION 4 SCALE:1/8"=1'0" A2X oPM3y/,y� (�.3VI5 p `�S/ONAL CPG 149'-0" 0 n N F C0 W � M W o 4 b n a a 101, N z N W A Wo IE I 2 L E O 9 co��! o UU`.1 of 30'-0" Z z Fes. O 11.5 PC U 0 O �FaG1 ISSUE 05.13.18 119'-0" DESCRIPTION ROOF PLAN ROOF PLAN SCALE:1/8"=1'-0" DRAWN BY VMW A3 X 2 4.0 58'-11" EXISTING COLUMN `how 14'-5" 5'-0" 5'-0" 5'-0" I I 1VY OP■A31j/Nc� 0 43„ sane 1'-2" egg10NAL gyp` 3/16 @2'11"(TYP) 3/4"FLANGE STIFFNERS(TYP) NORTH JACK BEAM DETAIL B SCALE:3/8"=1'-0" a 00 zON ww � qa � W � M W o EXISTING COLUMN `--' sa�1r� i 4'-10" 5'-0" 5'-0" 14'-5" 4.0 -— _ _ U a a U01 a cq 4 00 N ado �3 3/4"FLANGE STIFFNERS(TYP) z 1q, W O SOUTH JACK BEAM DETAIL H Z o C SCALE:3/8"=V-0" a°, Ux�F 3 4.0 O EXISTING U F U 3/16 @ 6" 3/16 1.78" F A Z CONNECTION 10.. W W TO COLUMN a O a C3 AND C5. 3/16 6" -- 4" 2" EXISTING 9.. �'-0 4" RAFTER � _ 4 2 EACH SIDE 1 1/2"x 2"A325 BOLT(TYP) a73/162f"' 6 a 4" 3/16 6 ISSUE 3/16 6" .10 THICKNESS OF FLANGE - 05.13.18 4„ 4 3/16 a 1/2" 2 EACH SIDE 1 1/2"x 2"A325 BOLT(TYP) 3/16 @ 6" 5" 5" DESCRIPTION JACK BEAM DETAILS NEW JACK BEAM SIDE VIEW EXISTING JACK BEAM CONNECTION TO RAFTER 4 EXISTING WELDING DETAIL FOR STIFFNER SCALE:3/4"=V-0" SCALE:3/4"=V-0" ' SCALE:3"=V-0" DRAWN BY VMW A4.0 iv;w 16 GA STEEL 10"CEE CHANEL �Y MAX wAsyAc COLUMN 101, C�33715 L"p '�Op RAL E1�'�6L ONA 5" O 3/16 4" A 1 Z cN � 5.0 W Q W � a � M 30'_8" W N FRAMED OPENING 10"CEE CHANEL 1 10"CEE CHANEL SIDE VIEW COLUMN A4 SCALE:3"=V-0" w co a a N cV 00 Q � COLUMN A5 �z � Wo az ka M dz COLUMN 5 CEE CHANEL DETAIL D SCALE:1/2"=V-0" F z F CEE CHANEL O��O z C�+ wa 16 GA STEEL 10"CEE CHANEL v 2' OISSUE 05.13.18 (V COLUMN A4 O _ DESCRIPTION CEE DETAILS DRAWN BY VMW CEE CHANEL TO COLUMN 4 CONNECTION (2)1 1/2"x 2"A325 BOLT(TYP) CEE CHANEL TO COLUMN 5 CONNECTION TOP VIEW NOT TO SCALE 16 GA CEE CHANEL FLANGE ATTACHEMENT �)NOT TO SCALE ��■O 7" 2, 2" `how �Yr� o00 (8)3/8"x 2"A325 BOLT(TYP) 1 1 y�QpfMsyNc�, ,Iti+> 2 7/2" (�.�93715 2,-��� p ao�enmAL TOP VIEW OF COLUMN 4a EXISTING SAONAL SCALE:3/4"=V-0" 2 1/2" - 3N 4" RAFTER 314" 3" 3" � 3/16 @ 2 1 2" r-\J I' 3/8' 4" 3/16 @ 2 1/2" 7" N 4" 3/16 @ 2 3/8" Z 0, 2 /8" 2.. 3/16 @ 2 3/8" Q U3/161/2' 3/16 @ 19'-41/2" W � M W o 3/16 @ 19'-3 3/4" 1/4"WEBB THICKNESS a 1/4"WEBB THICKNESS a V] M C7 a �j 0 .10 THICKNESS OF FLANGE A o 0 .10 THICKNESS OF FLANGE Z 1q, v [� M M V L9 in tM -z W M tr T Oi t- .10 T ICKNESS OF FLANGE .10 THICKNESS OF FLANGE z O W �QZ Qo off. wa ISSUE 05.13.18 $" DESCRIPTION I 1p'1 COLUMN (4)3/8"x 2"A325 BOLT(TYP) R & X-BRACING . 8" DETAIL FRONT&SIDE VIEW 4a COLUMN COLUMN TO RAFTER CONNECTION DETAIL COLUMN DETAIL �JSCALE: 3/4"=V-0" �JSCALE: 3/4"=V-0" ' SCALE:3/4"=V-0" DRAWN BY VMW A&0 V VA (y.sags fi CIA I IQ N I I W con M I r-. I x C 5' I ——————————————————————— ——————————— � ——————————————— —— i 00 AJJJ=1 I=1 I=1 I=1 I=1 I=1 I=1 I I I=1 I=1_I=1 I=1 I=1 =1_ L I=1 I=1_ L I=1 I=1_I-1 I- =1_I=1 I=1 I I I=1 I—I_I=1 I �J_L=l�- - -- --I_=1-L-- _LL__L L__ — �---'-'�--"-- �"_- ��--'-'�— a V] M 'r sAK 4.5"SLUMP 4"-MIN.CRUSHED GRAVEL 7 N NATURAL SOILS 95%COMPACTION. f-i M A � ado FRAME LINE 2-3,5-6 3 �"JSCALE:1/4"=1'-0" w H o v z F� o i--i►r a M dz w z �o z W cn r--------I qZ 33'-10 7/8" I 2 O P�4 _ I I I I ISSUE 05.13.18 v I` DESCRIPTION WALL SECTION I FRAME LINE 4 �,JSCALE: 1/4"=1'-0" DRAWN BY VMW A7X B BASE PLATE OF COLUMN A8.0 `how �.-�.. r-e• 10" 8-#5 VERT. 1Asry/,�. N 3Ti15 �� _ III TIES© SIONAL eap` `° °� Ko PLAN r---JL--- C N PLAN 40 SKi z 0 NEW CONPLINTHSCRETE 3-#3 TIES @ 1 1/2-M TOP W W r REQUIRED Q N I (E)FTG. a A a N #3 TIE BOTTOM SIMPSON'SE" ADHESIVE TOP OF PLINTH (DYIE W OF PLINTH B VIEW OF PLINTH SECTION @NEW CONC. PLINTH (TYP) a M SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" NOTES: N 1.)CONTRACTOR TO FIELD VFY.HEIGHT&LOCATION OF PLINTH -+DO FOR NEW COLUMN PLACEMENT. Q\ 2.)REPLACE ALL CRACKED PLINTHS WITH NEW PLINTH AS SHOWN. O � �z Wo az ka M 0 iV rl W ~�. 2'-4" z 0 W -W�W]z IF OFC40 =-IL=I op cD ISSUE PLINTH 05.13.18 m DESCRIPTION PLITH FOUNDATION 5'-8" 5'-8" DRAWN BY VMW FOUNATION TOP VIEW EAST VIEW FOUNDATION SCALE: 1 1/2"=1'-0" SCALE: 11/2"=1'-0" ��■O ROD MARK HILLSIDE FLAT A307/A32S COUPLING SLOT-HILLSID DIAMETER NUMBER WASHERS WASHERS NUTS NUTS EWASHER TYPICAL WASHER REQUIREMENTS WIND BRACE ASSEMBLY ERECTOR NOTE g•• (4)3/4"A325 5/8"0 RDB_ (2)HO930 (2)H0210 (2)H0310 H0810 (ROD SHOWN ANCHOR FOR REFERENCE low (UNLESS NOTED OTHERWISE ON DRAWINGS) "0 RDC_ (2)Ho930 (2)H0220 (2)HO320 H0820 ONLY) BOLT 7/8"0 RDD_ (2)HO930 (2)H0230 (2)H0325 H0830 1.0 RIDE (2)H0960 (2)H0240 (2)H0330 H0840 .�R.o oP N,3Bl�c SLOT TO SLOT CONNECTIONS a BOLT HEAD SLOT O 11/8"0 RDF_ (2)H0960 (2)H0250 (2)H0450 H0850 Z o - WASHER WASHERS ARE REQUIRED ON BOTH 1 Y."0 RDG_ (2)HO960 (2)H0260 (2)H0340 H0860 SIDES OF MATERIAL IF SLOTS ARE sms 2 Ct 900"RAL 6y0 NUTHER �sLOT AT RIGHT FOR LAPPED ZEE MEMBERS) COLUMN USED BOTH SIDES.(SEE DETAIL SEE PLANS AND ELEVATIONS 3/4" U ION AL soLrHEAD�® ��LOT SLOT TO HOLE CONNECTIONS FOR BRACING MARK NUMBERS 2 WASHER ONE WASHER REQUIRED ON _ RODASSEMBLY SLOTTED SIDE ONLY. MK RD_ NUT HOLE C4 4" (V BOLT HEAD HOLE HOLE TO HOLE CONNECTIONScl NO WASHERS ARE REQUIRED WHEN 2" r r 2' HILLSIDE WASHER, 00 WEB OF FLAT WASHER, Z O\ z SLOTS ARE NOT USED. AND NUT o COLUMN OR O .. .. .. r. .r. N NUT - HOLE "' O C/0 p Z W RAFTER COUPLING NUT CH . 'ANOFFBOLTS: O Q (QUANTITY VARIES)J WASHER PART NUMBER 37.4'DIAGONAL DIMENSION,10"THREADED, W H0200-1/2"FLAT WASH E H0240-1"FLATWASHER ANCHOR BOLT TOP VIEW DETAIL _ 5/8"ROD. - - - acn H0210-5/8"FLAT WAS HE H0250-1 1/8"FLAT WASHER SCALE:3"=1'0" W D••I H0220-3/4"FLATWASHE H0260-11/4"FLAT WASHER ROD BRACE DETAIL Lo H0230-7/8"FLAT WASH (WEB TO WEB) TYPICAL COLUMN BASE PLATE DETAIL AT SLOT-HILLSIDE WASHER LOCATION BOLTS REQ'D AS SHOWN U COLUMN a BASE 37.4'DIAGONAL DIMENSION,10"THREADED, M COLUMN PLATE 5/8"ROD. 400 0 z as z 1q, (4)3/4"GALVANIZED w FINISH ALLTHRE4 AD W 0 FLOOR 12"MIN. Z EMBED a ANCHOR 12" MIN. BOLT F cV z O ANCH SL OR BOLT w U MK.ESWO1(1) RAFTER 2' O a ANCHOR BOLT SIDE VIEW DETAIL 3/4" F z F SCALE:3"=1'0" c4 F c7 EAVE STRUT ;F a z TYPICAL COLUMN BASE PLATE DETAIL BYPASS SIDEWALL CONDITION LOW EAVE BUILT-UP CONDITION USE(2)1/2"x2"A325 BOLT COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED. WHEN - SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC ISSUE 05.13.18 EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF MEMBERS, CONSULT HCI ENGINEERING IF THESE X-BRACING BOTTOM CONNECTION TO COLUMN CONCENTRATED LOADS EXCEED 200 POUNDS, OR IF NOT TO SCALE INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. 1 PURLIN FLANGE DESCRIPTION DETAILS PURLIN STIFFENING LIP PURLIN WEB GENERAL RESTRICTION: DRAWN BY VMW UNDER NO CIRCUMSTANCES CAN THE PURLINS STIFFENING LIP BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION A9mO ALSO DO NOT HANG ANYTHING FROM PURLIN STIFFENING LIP. BASE ANGLE-10 C-3 STANDARD BASE TRIM C-6 RAKE TRIM C-9 OUTSIDE CORNER TRIM C-10INSIDE CORNER TRIM C-13 JAMBTRIM LOW SIDE C-15 HEAD/SILLTRIM COLOR WE - 3/4'-- 1/2' _ 1 1/Y T�11� 1�• COLOR BIDE 1 1/2' 1 a/6' � COLOR SIDE � -1 1/2' I 3" l tas ,T/2' �\ 13W -I 50)� I/1 `1/2• 1�2"- 3.. ` I 1 r 16a 4 1/2" 1/2• 1 1 `v' 130 130 1 1/2" "�tc= E7 11 1/4* i4 /2' I 4' 2 1/2• /2. 3' -' 40. 130' 1 1/2"� COLOR SIDE COLOR SIDE 1 w 1 1/2' t/2' STOP DATA SHOP DATA DESCRIPTION 1/2' MARK DESCRIPTION WEIGHT MARK DESCRIPTION WEIGHT 1 1/2" 1 1/Y MLATOOL=24GA x 5 11 32"x 116 5.4 MATERIAL- 22GA x 6 1/2'x 124' 7.0/ 16 GA. x 3" x 3' x 120' GIRTH = 5 7 8' STlrol SCROF C-9 OUTSIDE CORNER DETAIL C-10 INSIDE CORNER TRIM DETAIL MATERIAL=24CA x 5 11/32'x 172 6.4/ MATERIAL-24GA x 6 1/2'x 124" 5.6/ UJ / WALL PANEL R'M�•G SLAflE C-13 C-75 -0 0.[.) rMro MyQ) MATERAL-26GA x 6 11/32"x 146 4.3 MATERIAL-25GA. x 6 1/2'x 124' 4. 0 softeie OUTSIDE CLOSURE W/ BASE ANCHOR ROOF"� (C17 a COSINE MATERIAL=26CA x 5 11 32"z 172 5.1 (, BUM BEAD EACH SIDE (NOT RY HCl) 1 a �� AS REO'D J BASE ANGLE00 C-20 DRIP TRIM WALL FRAMING SCREW (EM-10) (�)'m STFCH SCREW STEEL LINE C-22 JAMB TRIM HGH SIDE C-27 HEAD TRIM J U 1 1/2 (0'-4'O.C.) FINISHED BOOR (2'-0'O.C.) Co COLOR TEM FAIABIG SCRM • N I/1 SIDE �c (0'-4'oc.) CORNER TRIM w P m C1 1 COLOR SIDE �1 3/4' N _ 1 _�. (C-9) STITCH SCREW _ IL=_1__=.)I _ 1 STTCH So" (2'-0'O.C.) RN[I ANGLE (Y-0-O.C) CORNER TRIM 1 1/2"' Z c/'1 F`(') U \ OUTSIDE CLOSM■/ (C-10) 3" 1/2" LLI (V = .3' / BASE TRIM_/ WELL PyEl OVE+'L OTAD lOvrslz) WALL PANEL STITCH SCREW o J zrj , EACH SIDE Or CLDSU E 2 1/2- (C-3) (as TNAN 41z Nra) (z'-0'O.C.) 0 130� Q) OF RIB h STEEL00 LINE 1" > t71 2 \� STANDARD BASE DETAIL RAKE TRIM DETA L (TYP. uNLEss NOTED) 1/2" /2 /5/8 m Q < O COLOR SIDE J �c COLOR SHOP DATA J 4--+ Ol z1/2' SIDE SHOP DATA SHOP DATA MARK DESCRIPTION WExtTf 1/2= 45' W O> A� MARK DESCRIPTION WEIGHT MARK DESCRIPTION WEIGHT NJ Lr) O SHOP DATA MATERAL-24GA, x 14 1/4'x 19T 19.2 SHOP DATA SHOP DATA SHOP DATA 0 MARK DESCRIPTION WEK;14T MATERIAL " 22GA. x 8" x 124" 9.7 MATERIAL-24GA. x 21 3%8" x 12e 18.41 MATERIAL-24GA x 14 1 4'x 217' 21.q MARK DESCRIPTION WEIGHT MARK DESCRIPTION WEn MARK DESCRIPTION WEGHT H CMn bb.D MATERIAL=22GA.x 9 1 2'x 124" 10.2 T MATERIAL = 24GA. % 8" x 124" B.D MATERIAL=24CA x 21 3%8' % 248 36.8 C_9 MATERIAL-240A x 14 1 4'x 241" 23-9 MATERIAL 22GA. x 13': 124' 14.0 MATERIAL=22GA x 4 1 2"x 124 4.9 MATERIAL-22GA.x 6 7 8'x 124' 7.4 V 00 o MATERIAL=24GA x 9 1 2"x 124' 8.2 C C-6 MATERIAL=26C1A x 14 1/4'x 193- 15.2 MATERIAL 24GA x 11'z 174' 11.2 MATERIAL=24GA x 4 1/2"x 124 3.9/ MATERIAL 24GA x 6 7/8'x 124 5.9/ c-2o MATERIAL = 26GA, x 6" x 124" 6.3 MATERIAL=26G0. x 21 3'8" x 124" 14.6 c-10 c-u c-27 = c-I Q m MATERIAL=26GA z 9 1/2"z 124 8.5 ►A7176AL=26GA x 14 1 4'x 21Y 17.1 MATERIAL" 26GA x 13'x 124' 8.9 MATERIAL=26GA x 4 1/2'x 124 3.1 MATERIAL=26GA x 6 7 8'x 124 4.7M MATERIAL=26GA. x 21 3%8" x 248" 29.2 MATERIAL=26OA x 14 1/4"x 241• 18.9 HR1S 1:12 STANDARD GUTTER C-1 HHR RIDGE CAP HUSKY HI-RIB 26 GALVALUM PANEL PROFILE H USKY H I-RIB ROOF AND WALLS RIDGE CAP ROOF AND WALLS H 66 7/rr ROOF FRAMING SCREW (C-1) ROOF FRAMING SCREW o f------- -------� -1 I (0'-4- O.C.) 11 R (0'-4' O.C.) I 1 1 1 ` a/r' �$ �8 5/16" i OF PA E 1" V Q I `` 12 I OF PANEL 000.Ti1K +� 'I r ROOF PANEL ------J L----_-- I 1 3/16" 1 1/4. 0 _ L m 0 m I I II z o �I I� NOW p"m 1J' � �--y (1) RUN DBL. RIBBED BUM 4"-I-4"- f- 4" � � I�39 � 3" I a CC � � (o O 18' "o I °NE"'M` 4+/+B' (BUTSt 678) 3/ 61' C LO I RAIMra auna PEAK O EACH SIDE OF PEAK t 2" 12" 12" 1/4" Q toMLD m s WITH WUMMA (- PURUN - - - 36" W O 00 ntu CC aA I D c Ln C B 3/lr SHOP DATA r o O •C LL CT) Z MARK DESCRIPTION WEIGHT SHOP DATA L -1 C t6 IO 3 ;6 MARK DESCRIPTION WEIGHT Z a L CL CIO GUTTER DETAIL / MATERIAL = 22GA. x 42 3/4' x 36' 13.5 MATERIAL = 22GA x 42 3/4" a.ag W v Q > v C-1 MATERIAL = 24GA. x 42 3/4' x 36" 11.4� MATERIAL = 24GA x 42 3/4' 3.5g Ln (% MATERIAL - 26GA1. x 42 3/4' x 36" 9.6p HHR MATERIAL . 26GA. x 42 3/4" 2.8N W U ON 1:12 OR LESS TURN 2 3/a', ROOF PANEL PANEL DOWN 30' }�� SHOP DATA I MARK DESCRIPTION WEIGHT �.r--tom STITCH SCREW O EA,PANEL SIDE LAP SHEETING ANGLE 26 Gol x 21 3/8' x 124" 13.8 EAv STITCH SCREW (2'-0" O.C.) _ (2'-0'O.C.) (LEA- ) 26 Gil x 21 3/8* x 244" 27.1 PO#: INSIDE CLOSURE W/ HRIS � �U ONE RUN BUTYL BEAD GIRT BUM BEAD (BJT316) 24 GA x 21 3/8' x '24" ,e.2N (BUT316) GUTTER O EACH SIDE (HR S) EAVE PLIRLIN 24 GIL x 21 3/8' x 244" 35.7/ END lA'/RIDGE CAP ROB: BAN,- FASTEN-P LA"'DU- ��E & BASE 18 6 0 " (ROOF FRAMING SCREWS) WALL PANEL FASTENER LAYOUT WALL PANEL ROOF°MET tx EAC,;�(malf (WALL FRAMING SCREWS) ASSEMBLED GUTTER DETAIL � `" EAVE PURUN RAKE ANGLE G FOR sKrn"G ANGLE (�-1D) (m S)1 (u"GOt EACH NGLI RB) R,DOECCAP CUTTER RAKE TRIM_ \ I. C 6 (HR S) INSIDE CLOSURE ( - ) ROOF FRAMING SCREW SxFLTING AxGLE OUTSIDE CLOSURE STITCH SCREW (3)EACH CLIP I (�- ) W/ BUM BEAD 00 ei (0'-6.O.C.) (w a�) I GIRT (BUT316) O EACH SIDE p (NOT AT GUTTER CUP) (DSO) IT�I DORIISPOVT } I MALL PANEL EAK PURUN J (0510)/� ROOF PANEL GUTTER DETAIL - EXPLODED VIEW STITCH SCREW (Y-0'O.C.) 3 curlER PEAK E1RAL ^ C7 (HR$) (1)RUN OSL ROBED I ~ Z (BUT31676) an p 11Rp1�SCRE SIDE OF vuu BASE ANCLE O (2--D•O.C.) (BA-10) 0] � J SIDEWALL .1P R/ iz RNEISfi0 n[TR�iI AS RmDa (i)mums oBL ReeEO suT1t r•I N M l!1 LU Iq PANEL '�Bu1Nt t (BIJ m) (BUT3167B) F RAKE ANGLE RAETs AT PANEL ENGAPS Drawn B EV N (RA-1 J - (+o REoo) RAIM TRIM raal OW EDGE 3U (C-6) BASE TRIM STITCH SCREW U R END Cm 1 12 Rr1cN OR lta FTMM ING SCREW W/o = (NR R,) WAS14R Vyp) (E-'> (2-0- D.C.) O PANEL 510ELAP5 COMPONENTS LL GUTTER CLIP(HR C) (3'-a'O.C.) J t,SloE AD(SUE W/ O G�xR DETAILS (Nx S) � BUnL BUD(BUry16) fRRKIM EAVE PURUN �. R"Q TRII O(K1,SCE N M NN� Em S)j (C-6) uvc TRIM Mx[AWGE (C-9) aurme nose"/ (RA-10) EAa PLRLN "ALL PANEL (`-7)Uvt Ptxaw CL BUM BEAD EACH SS) GUTTER ATTACHMENT DETAIL GUTTER LAP DETAIL GUTTER FEND DETAIL HHR ROOF PANEL LAYOUT HHR WALL PANEL LAYOUT ■ a CUSHING 06.06.2018 AREA OF WORK: SHEET INDEX �TERRELL RTECTS ENGINEERS GENERAL G001 COVER SHEET www.ctagroup.com G102 ARCHITECTURAL SITE PLAN 800.757.9522 WESTERN FOREST PRODUCTS S BUILDING'A' STRUCTURAL SOUTH STORAGE REMODEL 51.1 PLANER EAST,PLANER WEST,&SOUTH STORAGE BLDG FRMG PLAN ARCHITECTURAL PERMIT DOCUMENTS A1 A 2..0 FLOOR PLAN 0 ELEVATIONS A3.0 ROOF PLAN A4.0 GIRT DETAILS A5.0 DOOR FRAME DETAILS A6.0 DETAILS A6.1 COMPONENTS DETAILS PROJECT SUMMARY: BUILDING'C' BUILDING'B' BUILDING/STRUCTURAL REPAIRS EGRESS TO BE INCLUDED IN FUTURE SET PER CITY DIRECTIVE CODE SUMMARY: NORTH STORAGE BUILDING'D' CONSTRUCTION TYPE: B STORIES: 1 HEIGHT: 22'-2" AREA: 14,104 SF OCCUPANCY: F1 INTERNATIONAL CODES SOUTH 20151NTERNATIONAL BUILDING CODE(IBC) STORAGE 20151NTERNATIONAL RESIDENTIAL CODE(IRC) 2015 INTERNATIONAL MECHANICAL CODE(IMC) 20151NTERNATIONAL FUEL GAS CODE(IFGC) 20151NTERNATIONAL FIRE CODE(IFC) CAFE ERIA 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE(IPMC) 2015 INTERNATIONAL INTERNATIONAL EXISTING PROPERTY CODE(IEBC) 2015 WASHINGTON STATE ENERGY CODE(WESC) PLANER WEST PLANER EAST 2015 ACCESSIBLE&USABLE BUILDINGS AND FACILITIES(ICC/ANSI 1417.1) WASHINGTON STATE AMMENTMENTS WAC 51-50 WASHINGTON STATE BUILDING CODE WAC 51-51 WASHINGTON STATE RESIDENTIAL CODE WAC 51-52 WASHINGTON STATE MECHANICAL CODE WAC 51-54 WASHINGTON STATE FIRE CODE WAC 51-56&51-57 WASHINGTON STATE PLUMBING CODE AND STANDARDS WAC 51-11 WASHINGTON STATE ENERGY CODE WAC 29646B ELECTRICAL SAFETY STANDARDS,ADMINISTRATION,AND INSTALLATION CITY OF ARLINGTON DESIGN REQUIREMENTS AREA OF WORK DESIGN WIND SPEED: 85 MPH(EXPOSURE C) GROUND SNOW LOAD: 25 PSF SEISMICZONE: D2 ALL: 21N/HR FOR ROOF DRAINAGE DESIGN FROST LINE DEPTH: 12 IN SOIL BEARING CAPACITY: 1,500 PSF UNLESS A GEO-TECHNICAL REPORT IS PROVIDED (IBC TABLE 1804.2&IRC R401.4.1) PROJECT LOCATION J 19406 68TH DRIVE NE J ARLINGTOKWA 98223 C G SITE MAP: Locator + OWNER GENERAL CONSTRUCTION NOTES: WESTERN FOREST PRODUCTS 1. CONTRACTOR TO VISIT THE SITE PRIOR TO COMMENCEMENT OF WORK TO BECOME FAMILIAR WITH r 19406 68TH DRIVE NE ALL EXISTING CONDITIONS. COMMENCEMENT OF WORK IN ANY GIVEN AREA SHALL BE ' 1 ARLINGTON,WA 98223 UNDERSTOOD TO REPRESENT THAT THE CONTRACTOR HAS CHECKED EXISTING CONDITIONS AND 'Q" mien c eaer.wc, FOUND THEM SATISFACTORY TO ACCEPT HIS PORTION OF WORK. 000.000.0000«,p 2. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF MASONRY, OF FACE OF EXISTING Q Rose Mai"�.°Mcan"°"o0 a ARCHITECT/ENGINEER CONSTRUCTION,UNLESS OTHERWISE NOTED. �m GUSHING TERRELL ARCHITECTS ENGINEERS 3. CONTRACTOR SHALL INFORM ARCHITECT IN WRITING OF ANY AND ALL CONSTRUCTION O DISCREPANCIES. ERRORS AND OMISSIONS ON THE CONSTRUCTION DOCUMENTS SHALL BE raeam.,,p 200 W MERCER ST,STE 503 BROUGHT TO ARCHITECTS'ATTENTION PRIOR TO PROCEEDING WITH WORK AFFECTED BY SUCH SEATTLE,WA 98119 DISCREPANCIES,ERRORS AND OMISSIONS. 206.282.6222 4. DO NOT SCALE DIMENSIONS. CALCULATE REQUIRED DIMENSIONS. WHERE THERE ARE LrL CONTACT:KARA EBERLE DISCREPANCIES OR MISSING DIMENSIONAL INFORMATION CONTACT ARCHITECT IMMEDIATELY IN ,y�cB39 9 enwce P. 'omm��,n WRITING. 1 STRUCTURAL ENGINEER U) 9 ENW STRUCTURAL ENGINEERS NLNLI 9725 THIRD AVE NE,STE 207 LL SEATTLE WA 98115 c> O 206.525.7560 LL 00 METAL BUILDING LLJ z Q Z HCI STEEL BUILDINGS,LLC Lu �/ § ARLINGTON,WA 98223 W n 360.403.4900 o O LLI DO z 'DO J Q VICINITY MAP: Locator ®2018 I ALL RIGHTS RESERVED i® a t O O 00.00.0000 DRAWN BY FRY CHECKED BY I LEVESQUE REVISIONS s i $ O Arlie Munkgfal P nl� COVER 0001 06.29,1711.68 PM I L:uRA_wPPAR1BiMCAOw—PARg001-B°Mn 51°aee.dw 1, 1 ;;I1 CUSH I N G E TERRELL � �\ ',I I R<HITECTS ENGINEERS 'tl I I 4 I 11 1 I, CHAIN LINK FENCE ON f. I 11'1 I II Www.Claglou p.Com PROPERTYLINE DEC CLNSTER `� \ y 1 II ` � �qpO 'll 1 I 800.757.9522 OFFICE O 1 II 1 CAFETERIA 1 �\ II 11I I II 1 i i OVERHEAD RIGHT OF WAV h II POWER/TELEPHONE �\ ` 1I ROADWAY 1,UTILITY �i I II WATE LINE \ EASEMENT EASE ANT 1 1 I wl _ ____ _____ __________ 1 _ ------------------------ ___ __ I III pO1N55 \� \��Gr� ( 68TH DRIVE NE A DEDICATED PUBLIC RIGHT OF WAYI p 11 II 'i 1, ACC I II BLDG.A BLDG.6 BLDG.D � T ----' I OIL SEPARATOR -------- I I I WOOD CHIP BIN 1 1 OFFICES 1 I II 11 .p i I II III CONCRETE I 1 HOPPER BARRIER OVERHEAD PIPES Li 1 \\ A1'-011 1 IL' 'y� ANK OVERHEAD PIPES DRAINAGE PITCH I 1 I II MILLING APPROXIMATELOCATION II 11 MACHINE OF 10'WIDE INGRESS, HOPPER 1 I I I L II, I EGRESS CONSTRUCTION �IJ TANK �\�\ I 1 t AND MAINTENANCE r( f A, CHAIN LINK FENCE I < 1 11 II \\ \\ 10'WIDE RIGHT OF I I 1 I I \ \ WqV FOR NATURAL I I \ \\ II BLDG C GAS P LINE ❑ . i --------------- ME L li�ji I HOPPER 60'ACCESS EASEMENT 1 I II Ii 1t 1 I 1 I 1 1 (0 r? F 1 CENTERLINE OF li CONCRETE\ m , PARCEL N O. DRAINAGE PITCH 1O. RIGHT OF WAY WA" N 3 w 31051400300200 2 N LL II b O i I I 1! 1 Jy III IIRAILROAD TRACKS I, 20'WIDE INGRESS 8 K h I I I I ,1 I�EGRESS EASMENT z pz I I WOOD CHIP BIN S II 1 D II DUST COLLECTION II U 1 I 'II EQUIPMENT I I 1 I 1 1 I I II 1 I I I I I III I ���� — ___ STAIRWAY TO I 1\\ 1 I AND SIGN i I 1 1 I 1 I I I I l CATWALK ABOVE I/ UTILITY EASEMENT DIESEL TANK ON 1 1\ 1 I T WIDE UTILITY CONCRETE PAD I EASEMENT ' I &EGRESS NGRESS EASEMENTLIry I I 11 li 20'WIDE INGRESS& I STORM WATER 1 BLDG.E �`�� �" � I ' I I 1 1 1 EGRESS EASEMENT RETENTION BASIN — 1 1 1 1 CENTERLINE C 1 CONCRETE I I I— Y—___ _ `_ DRAINAGE DITCH WALL __-- 1 I \ 1 1 \ ��I _ I I SI — — CENTERLINE OF _DRAINAGE H - REGNTAO DWAY) ' 1 12-18"CON(TYP) 12-18 N(TYP) _-�-- -- U LI H N A A L _--_ ------------------------------- _ — RAILROAD TRACKS _-- 0 EFI� I� F— U) LLI w In0 ARCHITECTURAL SITE PLAN 0 25' 16' 100' "I LL FOR REFERENCE ONLYk-THREF 00 w Q Z G 102 1"=50'-0" SCALE:1"=50'-0" z `W O r S ^^'' CD V o Z Lu Q z/� V 5816 W N Q 6L1!, 17. Y >- _ - WASHINGTON Q CZ ®2018 I ALL RIGHTS RESERVED C J W a oo.00.0000 1 DRAWN BY I FRY CHECKED BY I LEVESQUE z REVISIONS _O U Z) H U) Z O U Of ARCHITECURAL SITE O PLAN(FOR REFERENCE U— ONLY) ° G102 66.29,1711.6BPM I L:uPA_wFPARIBIMCAD —FPARg16d. 11101-011 1 1 1 1501-01, 30'-0" 30'-0" 31)'-0" 30'-0" 30'-0" -0.1 10, -8 20'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30' 30'-0" 21'-0' co z 0 co z 0 0 0 wl z DJ (1) z 0 VA 337 [ON EXISTING METAL BUILDING FRAMING PLAN v Z -2 NOTES: I,CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. 2:)DESIGNINTENTIST REPLACE AND REPAIR STRUCTURE TO AS-BUILT CONDITIONS. -c t 3.)COORDINATE ROOFO,WALL CLADDING TYPE&CONNECTIONS WITH ARCHITECTURAL 0 DRAWINGS. Z LL 4.)SEE HCI DRAWINGS FOR ALL OTHER REPAIRS NOT SHOWN ON PLAN. N i3i (D Lu -—-—--- BUILDING-E SEE HCI DRAWINGS FOR ROD REPAIR z > _45 SINGLE d ROOF 160�4" BUILDING'A' :5 BRACE 0-1 LL ROD SOUTH STORAGE HANGING ON]TOP OFWAL o ILL CD -S < U) INGL E HCI DRAWINGS BUILDING 11 BUILDINGS' T [-- (1) ROOF 0 SEE HCI DRAWINGS SEE ROD REPAIR BRACI FOR R ROD REPAIR L z WALLBOARD /-CMU WALL ....... COVER 0 ER i-- -------- � 0 < PORTAL NORTH-RAGE BUILDING-D' BEAM cl) 00 0 cl) W Q0 SHED y ILL UTH ST—G 01 0 c:) PLANER ILL! LL It z z z EAST oj < -—-—- —-— INER EBT 4� < Lu ROOF PLANER WEST BRACE,TYP. z 4 COOLING SHED c� z z z 0 CMU WALL t2 KEY PLAN WALL SEE HCI DRAWINGS BRACE,TYP, N.T.S. P 7 FOR ROD RE AIR 0 ROOF JOB NO: 18039000D. r_ X BRACE,TYP. LEGEND ENGINEER: W.CHEN O EXISTING WALL ROOF BRACES DRAWN: P.PATEL w BROKEN/MISSING EXISTING DATE: 05-29-2018 3ILL! WALL/ROOF BRACES SHEET NO: 20'-0" 301-0.1 10.41 30'-0" 10.41 30'-0" 3 0`0" 30'-0" 111-0., 101-0.. 101-0.. 101-0.. 101-0.. 29-0 1 30-0' NOTE:DIMENSIONS ARE NOT EXACT AND COLUMNS DO NOT NECESSARILY LINE UP. S1 . 1 Li Li V%w '�V"0 oFMd BN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I X X-BRACING -BRACING --\\ cl p c 0 I I I I I I I I I I y H aN 10"ZEE GIR C7 Q' I I I I I I I I FLANGE BRACING li li W W Q a I I I I I I I I I a � I a U] I W �"ro .L I i i i i U a I 10"ZEE GIRT aipo °o v p o I a >~ 0 W SOU o cn a °o U 0 O . F� i I I I B I I I I I I I I I I IZ201-0- I I I I I I I I I X-BRACING X-BRACING I I I I I I I I I I I I I rW H-I 30'4" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" Z z 10"ZEE GIRT 260'-0" cn W ] II i i i li i i i i p��pz I I I I I I I I I I w2 I I I I I I I I I I O oi I I I I I I I I I I I I I I I I I I I I I I 1 2 3 4 5 6 7 8 9 10 ISSUE 05.23.18 DESIGN INTENT IS TO REPLACE AND REPAIR STRUCTURE TO AS-BUILT CONDITIONS DESCRIPTION FLOOR PLAN DRAWN BY FLOOR PLAN vrlw " SCALE:1"=10' Al No ,22 v%w GIRTLINE5 �c VA ��Y M GIRTLINE4 ? p Z '�'•S4�y INa O J GIRTLINE3 N W W GIRTLINE2 " 33/15 � cn GIRT LINE 1 s/ONAL I BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 BAY 3 BAY 2 BAY 1 X-BRACING X-BRACING 260'-0" n N 00 SOUTH ELEVATION SCALE: 1"=10'-0" W Gil rn Q 412 04 a a -- --- W 5 I 24-3" W Ino I w q•_p" x N z I w I z N W J W U) I T_p• ----------------------—H- --------------------- a 60'-0" 2 WEST ELEVATION A a °o °o SCALE: 1/8"=V-0" - °o o0 0 0 �z- WOU00 ,z X-BRACING FLANGE BRACING �j C4 Lo d 0 F� ►r ."o 0 co Ux w NC 0�E~ I LLJ z J J r W J W N W WI F ,n Z i I BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6 BAY 7 BAY 8 BAY 9 Q 30'-0" 30'-0" 30'-0' 30'-0' 30'-0" 30'-0" 30'-0' 30'-0" 20'-0" a 0 a 260'-10" DEMISING WALL ISSUE 05.23.18 NORTH PER HCI RECOMMENDATION: SCALE:ELE 10'-0" REPLACE 6"x 6"CEDAR POST 4. STEEL LINE A-BAY 9 REPLACE GIRTS LINE 2&3; BAY 8 GIRTS LINE 1,2,3;BAY 5 ALL GIRTS. BAY 7 ALL GIRTS REMOVED,OK TO KEEP AS IS. 12 REPLACE X-BRACING ON STEEL LINE B-BAY 6& 8. DESCRIPTION REMOVE OR REPLACE DEMISING WALL AT ELEVATIONS W BETWEEN STEEL LINE A AND B @ BAY S. o J z J INSTALL MISSING ANCHOR BOLT AT COLUMN 7 w a 3 J STEEL LINE A. NLu W U) BEND BACK TO ORIGINAL POSITION OR cf) `4 II 'I REPLACE STEEL LINE 1-8"I-BEAM NEAR DOOR FRAME. 6"x 6"CEDAR WOOD POST - I----------------------------------------- --------------- INSTALL DOOR FRAMING ON WEST WALL 11'-0" 14'-0" 14'-0" 15'-0.. L LA (STEEL LINE 1). 1'-3" 10. V-3" DRAWN VNW BY 60'-0" EAST ELEVATION SCALE:1/8"=1'0" A2X V%w ti�O GV A HN 33715 NOp RAL 10NAL SAG N 00 zc, w W a` A o� 26 GA HUSKY HI-RIB SIDE WALL PANEL W 260'-0" W '1 3 � N a .1 V� z Q +J o 0 o 0 0 �O °o W � a 00 ►w rr M'b O o Ux �oF a z Fp U o�.5wa� ISSUE 05.23.18 DESCRIPTION ROOF PLAN *SCALE: PLAN *SCALE:1/8"=V-O" DRAWN BY VMW A3.0 V%w 16 GA STEEL ZEE GIRT• �yti�ov WAyN� p9p��99IOKAL 16 GA STEEL 10"ZEE GIRT 10" COLUMN O I\ N 00 zON ww � 2'_7" ~ W � M 3/16 @ 4" N 3 � U a a v� O O 10"CEE CHANEL SIDE VIEW TOP VIEW GIRT BOLTS TO WELDED FLANGE BELOW o 0 O 1 SCALE:3"=V-0" 2 NOT TO SCALE W U °o W a o o Ux °� N 0 H W G z O 11.5 WF�'Qz COLU ISSUE 16 GA STEEL 10"ZEE GIRT _ 05.23.18 3/16"@4" 4 � 5" DESCRIPTION GIRT DETAILS (2)1 112"x 2"A325 BOLT(TYP) GIRT CONNECTION TO COLUMNS DRAWN BY NOT TO SCALE 16 GA CEE CHANEL FLANGE ATTACHEMENT vmW �A4.0 3" JAMB V%w (2)1/2"o x 5"REDHEAD ANCHOR BOLTS I ~ $OT Q I I ----- — (2)1/2"o x 1 /2" arras A325 BOLT IONAL �, N CA-33 00 zaN C E7 Q W � M W o 3 � N STEEL LINE 1 1/2" U OPENING a :TOP VIEW OF JAMB TO BASE(TYP) C�7 NOT TO SCALE A +- 00 o a ; oo o � W•`�OOo Wcn � a o0 ram 0 c1l U M ---------------- V x JAMB DOOR FRAME DETAIL USCALE: 1/2"=V-0" w � z z C wF�Qz CA-33 v CA-33 (2)1/2"o x 1 1/2" ISSUE A325 BOLTS 05.23.18 (2)1/2"0 x 1 1/2" O _ A325 BOLTS O O (2)1/2" x 5" REDHEAD ANCHOR BOLTS DESCRIPTION DOOR FRAME DETAILS JAMB (2)1/2"o x 1" FIN HEAD BOLTS DRAWN BY VMW HEADER DETAIL(TYP) NOT TO SCALE SNOT TO SCALE B TO BASE(TYP) OESCALE B TO BASE(TYP) A5m0 SLOT-HILLSID ROD MARK HILLSIDE FLAT A307/A325 COUPLING EWASHER DIAMETER NUMBER WASHERS WASHERS NUTS NUTS WIND BRACE ASSEMBLY 5/8"0 ROB ` ow TYPICAL WASHER REQUIREMENTS (2)HO930 (2)H0210 (2)H0310 H0810 15.. 4 3/4"A325 (ROD SHOWN ERECTOR NOTE FOR REFERENCE RDC_ (2)H0930 (2)H0220 (2)H0320 H0820 ANCHOR (UNLESS NOTED OTHERWISE ON DRAWINGS) ONLY) BOLT ® 7/8"0 RDD_ (2)H0930 (2)H0230 (2)H0325 H0830 1.0 RDE_ (2)HO960 (2)HO240 (z)H0330 H0840 TA BOLT HE SLOT TO SLOT CONNECTIONS 11/8-0 RDF_ (2)HO960 (2)H0250 (2)H0450 H0850 O AD - WASHERS ARE REQUIRED ON BOTH m Z o WASHER N l Y.-0 RDG_ (2)HO960 (2)HO260 (2)H0340 H0860 N SIDES OF MATERIAL IF SLOTS ARE z o 0 WASHER o SLOT USED ON BOTH SIDES.(SEE DETAIL 3/4" N ` SLOT SEE PLANS AND ELEVATIONS AT RIGHT FOR LAPPED ZEE MEMBERS) 2 COLUMN FOR BRACING MARK NUMBERS BOLT HEAD- —C ��LOT SLOT TO HOLE CONNECTIONS 12"THREADS WASHERS ONE WASHER REQUIRED ON SLOTTED SIDE ONLY. NUT HOLE N 4" 3/8"THICKNESS 4' HILLSIDE WASHER, L\ BOLT HEAD�� HOLE HOLE TO HOLE CONNECTIONS _ N NO WASHERS ARE REQUIRED WHEN WEBOF FLAT WASHER, 101/2" 1/2" 00 SLOTS ARE NOT USED. o o COLUMN OR AND NUT NUT - HOLE G _ _' uW=i 0 RAFTER C/] 1/2"EYE BOLT 2 W W ON ac ANCHOR BOLTS.. Q a WASHER PART NUMBER 1/2"EYE BOLT 12"THREAD 5/8"ROD d 2"THICKNESS �+ ANCHOR BOLT TOP VIEW DETAIL W 5 H0200-1/2"FLAT WASHE H0240-1"FLAT WASHER NOT TO SCALE G a cn M Lo H0210-5/8"FLAT WAS HE H0250-11/8"FLAT WASHER TYPICAL ROD POSITION ROD BRACE DETAIL W H0220-3/4"FLAT WASHERI H0260-11/4"FLAT WASHER (WEB TO WEB) xi N Hoz3o-7/a"FLAT WASHE TYPICAL COLUMN BASE PLATE DETAIL AT SLOT-HILLSIDE WASHER LOCATION cn a A +- oo o 0 0 W cn Lo W °o '�I'b O co—UxC 0� C." 0 H W G z O 37.4'DIAGONAL DIMENSION,10"THREADED, W W 5/8"ROD. O C4 O P�. 0R� 2'-0" COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC GIRT ISSUE 05.23.18 EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF COLUMN H0603 BOLT H0300 NUT MEMBERS, CONSULT HCI ENGINEERING IF THESE FLANGE BRACE H0200WASHERS CV CONCENTRATED LOADS EXCEED 200 POUNDS, OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN 2" H0603 BOLT OTHERS. H0300 NUT H0200 WASHERS 1 PURLIN FLANGE - FLANGE BRACE OPPOSITE DESCRIPTION _ SIDE REQUIRED WHERE NOTE: DETAILS INDICATED ON ERECTION PURLIN STIFFENING LIP 1/2"x2"A325 BOLTS ARE REQUIRED FOR BOLTING FLANGE BRACES � PURLIN WEB m TYPICAL FLANGE BRACE AT GIRT&COLUMN � GENERAL RESTRICTION: DRAWN BY _� VMW UNDER NO CIRCUMSTANCES CAN THE PURLINS STIFFENING LIP X-BRACING BOTTOM CONNECTION TO COLUMN BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION NOT TO SCALE /�/� 6■O ALSO DO NOT HANG ANYTHING FROM PURLIN STIFFENING LIP. BASE ANGLE-10 C-3 STANDARD BASE TRIM C-6 RAKE TRIM C-9 OUTSIDE CORNER TRIM C-10INSIDE CORNER TRIM C-13 JAMBTRIM LOW SIDE C-15 HEAD/SILLTRIM COLOR WE - 3/4'-- 1/2' _ 1 1/Y T�11� 1�• COLOR BIDE 1 1/2' 1 a/6' � COLOR SIDE � -1 1/2' I 3" l tas ,T/2' �\ 13W -I 50)� I/1 `1/2• 1�2"- 3.. ` I 1 r 16a 4 1/2" 1/2• 1 1 `v' 130 130 1 1/2" "�tc= E7 11 1/4* i4 /2' I 4' 2 1/2• /2. 3' -' 40. 130' 1 1/2"� COLOR SIDE COLOR SIDE 1 w 1 1/2' t/2' STOP DATA SHOP DATA DESCRIPTION 1/2' MARK DESCRIPTION WEIGHT MARK DESCRIPTION WEIGHT 1 1/2" 1 1/Y MLATOOL=24GA x 5 11 32"x 116 5.4 MATERIAL- 22GA x 6 1/2'x 124' 7.0/ 16 GA. x 3" x 3' x 120' GIRTH = 5 7 8' STlrol SCROF C-9 OUTSIDE CORNER DETAIL C-10 INSIDE CORNER TRIM DETAIL MATERIAL=24CA x 5 11/32'x 172 6.4/ MATERIAL-24GA x 6 1/2'x 124" 5.6/ UJ / WALL PANEL R'M�•G SLAflE C-13 C-75 -0 0.[.) rMro MyQ) MATERAL-26GA x 6 11/32"x 146 4.3 MATERIAL-25GA. x 6 1/2'x 124' 4. 0 softeie OUTSIDE CLOSURE W/ BASE ANCHOR ROOF"� (C17 a COSINE MATERIAL=26CA x 5 11 32"z 172 5.1 (, BUM BEAD EACH SIDE (NOT RY HCl) 1 a �� AS REO'D J BASE ANGLE00 C-20 DRIP TRIM WALL FRAMING SCREW (EM-10) (�)'m STFCH SCREW STEEL LINE C-22 JAMB TRIM HGH SIDE C-27 HEAD TRIM J U 1 1/2 (0'-4'O.C.) FINISHED BOOR (2'-0'O.C.) Co COLOR TEM FAIABIG SCRM • N I/1 SIDE �c (0'-4'oc.) CORNER TRIM w P m C1 1 COLOR SIDE �1 3/4' N _ 1 _�. (C-9) STITCH SCREW _ IL=_1__=.)I _ 1 STTCH So" (2'-0'O.C.) RN[I ANGLE (Y-0-O.C) CORNER TRIM 1 1/2"' Z c/'1 F`(') U \ OUTSIDE CLOSM■/ (C-10) 3" 1/2" LLI (V = .3' / BASE TRIM_/ WELL PyEl OVE+'L OTAD lOvrslz) WALL PANEL STITCH SCREW o J zrj , EACH SIDE Or CLDSU E 2 1/2- (C-3) (as TNAN 41z Nra) (z'-0'O.C.) 0 130� Q) OF RIB h STEEL00 LINE 1" > t71 2 \� STANDARD BASE DETAIL RAKE TRIM DETA L (TYP. uNLEss NOTED) 1/2" /2 /5/8 m Q < O COLOR SIDE J �c COLOR SHOP DATA J 4--+ Ol z1/2' SIDE SHOP DATA SHOP DATA MARK DESCRIPTION WExtTf 1/2= 45' W O> A� MARK DESCRIPTION WEIGHT MARK DESCRIPTION WEIGHT NJ Lr) O SHOP DATA MATERAL-24GA, x 14 1/4'x 19T 19.2 SHOP DATA SHOP DATA SHOP DATA 0 MARK DESCRIPTION WEK;14T MATERIAL " 22GA. x 8" x 124" 9.7 MATERIAL-24GA. x 21 3%8" x 12e 18.41 MATERIAL-24GA x 14 1 4'x 217' 21.q MARK DESCRIPTION WEIGHT MARK DESCRIPTION WEn MARK DESCRIPTION WEGHT H CMn bb.D MATERIAL=22GA.x 9 1 2'x 124" 10.2 T MATERIAL = 24GA. % 8" x 124" B.D MATERIAL=24CA x 21 3%8' % 248 36.8 C_9 MATERIAL-240A x 14 1 4'x 241" 23-9 MATERIAL 22GA. x 13': 124' 14.0 MATERIAL=22GA x 4 1 2"x 124 4.9 MATERIAL-22GA.x 6 7 8'x 124' 7.4 V 00 o MATERIAL=24GA x 9 1 2"x 124' 8.2 C C-6 MATERIAL=26C1A x 14 1/4'x 193- 15.2 MATERIAL 24GA x 11'z 174' 11.2 MATERIAL=24GA x 4 1/2"x 124 3.9/ MATERIAL 24GA x 6 7/8'x 124 5.9/ c-2o MATERIAL = 26GA, x 6" x 124" 6.3 MATERIAL=26G0. x 21 3'8" x 124" 14.6 c-10 c-u c-27 = c-I Q m MATERIAL=26GA z 9 1/2"z 124 8.5 ►A7176AL=26GA x 14 1 4'x 21Y 17.1 MATERIAL" 26GA x 13'x 124' 8.9 MATERIAL=26GA x 4 1/2'x 124 3.1 MATERIAL=26GA x 6 7 8'x 124 4.7M MATERIAL=26GA. x 21 3%8" x 248" 29.2 MATERIAL=26OA x 14 1/4"x 241• 18.9 HR1S 1:12 STANDARD GUTTER C-1 HHR RIDGE CAP HUSKY HI-RIB 26 GALVALUM PANEL PROFILE H USKY H I-RIB ROOF AND WALLS RIDGE CAP ROOF AND WALLS H 66 7/rr ROOF FRAMING SCREW (C-1) ROOF FRAMING SCREW o f------- -------� -1 I (0'-4- O.C.) 11 R (0'-4' O.C.) I 1 1 1 ` a/r' �$ �8 5/16" i OF PA E 1" V Q I `` 12 I OF PANEL 000.Ti1K +� 'I r ROOF PANEL ------J L----_-- I 1 3/16" 1 1/4. 0 _ L m 0 m I I II z o �I I� NOW p"m 1J' � �--y (1) RUN DBL. RIBBED BUM 4"-I-4"- f- 4" � � I�39 � 3" I a CC � � (o O 18' "o I °NE"'M` 4+/+B' (BUTSt 678) 3/ 61' C LO I RAIMra auna PEAK O EACH SIDE OF PEAK t 2" 12" 12" 1/4" Q toMLD m s WITH WUMMA (- PURUN - - - 36" W O 00 ntu CC aA I D c Ln C B 3/lr SHOP DATA r o O •C LL CT) Z MARK DESCRIPTION WEIGHT SHOP DATA L -1 C t6 IO 3 ;6 MARK DESCRIPTION WEIGHT Z a L CL CIO GUTTER DETAIL / MATERIAL = 22GA. x 42 3/4' x 36' 13.5 MATERIAL = 22GA x 42 3/4" a.ag W v Q > v C-1 MATERIAL = 24GA. x 42 3/4' x 36" 11.4� MATERIAL = 24GA x 42 3/4' 3.5g Ln (% MATERIAL - 26GA1. x 42 3/4' x 36" 9.6p HHR MATERIAL . 26GA. x 42 3/4" 2.8N W U ON 1:12 OR LESS TURN 2 3/a', ROOF PANEL PANEL DOWN 30' }�� SHOP DATA I MARK DESCRIPTION WEIGHT �.r--tom STITCH SCREW O EA,PANEL SIDE LAP SHEETING ANGLE 26 Gol x 21 3/8' x 124" 13.8 EAv STITCH SCREW (2'-0" O.C.) _ (2'-0'O.C.) (LEA- ) 26 Gil x 21 3/8* x 244" 27.1 PO#: INSIDE CLOSURE W/ HRIS � �U ONE RUN BUTYL BEAD GIRT BUM BEAD (BJT316) 24 GA x 21 3/8' x '24" ,e.2N (BUT316) GUTTER O EACH SIDE (HR S) EAVE PLIRLIN 24 GIL x 21 3/8' x 244" 35.7/ END lA'/RIDGE CAP ROB: BAN,- FASTEN-P LA"'DU- ��E & BASE 18 6 0 " (ROOF FRAMING SCREWS) WALL PANEL FASTENER LAYOUT WALL PANEL ROOF°MET tx EAC,;�(malf (WALL FRAMING SCREWS) ASSEMBLED GUTTER DETAIL � `" EAVE PURUN RAKE ANGLE G FOR sKrn"G ANGLE (�-1D) (m S)1 (u"GOt EACH NGLI RB) R,DOECCAP CUTTER RAKE TRIM_ \ I. C 6 (HR S) INSIDE CLOSURE ( - ) ROOF FRAMING SCREW SxFLTING AxGLE OUTSIDE CLOSURE STITCH SCREW (3)EACH CLIP I (�- ) W/ BUM BEAD 00 ei (0'-6.O.C.) (w a�) I GIRT (BUT316) O EACH SIDE p (NOT AT GUTTER CUP) (DSO) IT�I DORIISPOVT } I MALL PANEL EAK PURUN J (0510)/� ROOF PANEL GUTTER DETAIL - EXPLODED VIEW STITCH SCREW (Y-0'O.C.) 3 curlER PEAK E1RAL ^ C7 (HR$) (1)RUN OSL ROBED I ~ Z (BUT31676) an p 11Rp1�SCRE SIDE OF vuu BASE ANCLE O (2--D•O.C.) (BA-10) 0] � J SIDEWALL .1P R/ iz RNEISfi0 n[TR�iI AS RmDa (i)mums oBL ReeEO suT1t r•I N M l!1 LU Iq PANEL '�Bu1Nt t (BIJ m) (BUT3167B) F RAKE ANGLE RAETs AT PANEL ENGAPS Drawn B EV N (RA-1 J - (+o REoo) RAIM TRIM raal OW EDGE 3U (C-6) BASE TRIM STITCH SCREW U R END Cm 1 12 Rr1cN OR lta FTMM ING SCREW W/o = (NR R,) WAS14R Vyp) (E-'> (2-0- D.C.) O PANEL 510ELAP5 COMPONENTS LL GUTTER CLIP(HR C) (3'-a'O.C.) J t,SloE AD(SUE W/ O G�xR DETAILS (Nx S) � BUnL BUD(BUry16) fRRKIM EAVE PURUN �. R"Q TRII O(K1,SCE N M NN� Em S)j (C-6) uvc TRIM Mx[AWGE (C-9) aurme nose"/ (RA-10) EAa PLRLN "ALL PANEL (`-7)Uvt Ptxaw CL BUM BEAD EACH SS) GUTTER ATTACHMENT DETAIL GUTTER LAP DETAIL GUTTER FEND DETAIL HHR ROOF PANEL LAYOUT HHR WALL PANEL LAYOUT ■ a