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19223 68th Dr Ne_BLD2966_2025
COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review.  One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required)  One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form  Two (2) Architectural Drawings  Two (2) Structural Drawings  Two (2) Structural Calculations  One (1) Project Specification Manuals (if applicable)  One (1) NREC Code Compliance Forms  One (1) Special Inspection Requirements Forms  One (1) Occupant’s Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at (360) 403 3551 or by email to ced@arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 11/2019 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code (IBC) 2. 2015 International Residential Code (IRC) 3. 2015 International Mechanical Code (IMC) 4. 2015 International Fuel Gas Code (IFGC) 5. 2015 International Fire Code (IFC) 6. 2015 Uniform Plumbing Code (UPC) 7. 2015 International Property Maintenance Code (IPMC) 8. 2015 International Existing Property Code (IEBC) 9. 2015 Washington State Energy Code (WESC) 10. 2017 Accessible & Usable Buildings and Facilities (ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour (Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2 & IRC R401.4.1) D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18†X 24â€, or maximum 30†X 42†paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. REV 11/2019 Page 2 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN – REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1†= 20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer, gas and electrical. 10. Flood hazard areas, floodways, and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage (per floor and total) 5. IBC Occupancy Type (show all types by floor and total). 6. Mixed-use ratio (if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8†minimum scale. Details a minimum ¼-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms, walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 j) Show the location of all new walls, doors, windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. l) 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 ¼-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. Storage Racks (if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704, the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1. One (1) completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT’S STATEMENT OF INTENDED USE 1. The Occupant’s Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement (HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 5 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT’S STATEMENT OF INTENDED USE. Name of Project: R+L Carriers Fuel System Installation Valuation: $700,000 Project Address: 19223 68th Drive NE, Arlington, WA 98223 Parcel ID #: 31051400302900 Legal Description A PORTION OF LOTS 3, 5, 6, 9. 10. AND 11 OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 7905290175, RECORDS OF SNOHOMISH COUNTY, WA. Owner: R+L Investments, LLC Phone Number: (800) 543-5589 Address: 600 Gillam Road City: Wilmington State: OH Zip Code: 45177 Engineer: Petroleum Designs, LLC Phone Number: (503) 558-9622 Cell Phone: (503) 558-9622 E-mail: kappertzdesign@yahoo.com Address: P.O. Box 702 City: Gresham State: OR Zip Code: 97030 General Contractor: Saybr Contractors, Inc. Phone Number: (253) 531-2144 Cell Phone: (253) 882-4546 E-mail: info@saybr.com Address: 3852 S 66th Street City: Tacoma State: WA Zip Code: 98409 Contractor’s License Number: SAYBRCI033L7 Expiration: 06/27/2020 Contact Person: Amanda Grindle, Permit Coordinator Phone Number: (253) 533-2382 Cell Phone: (253) 882-4546 E-mail: agrindle@saybr.com Address: 3852 S 66th Street City: Tacoma State: WA Zip Code: 98409 Proposed Scope of Work: Construct new fuel system, including installation of one 20,000-gal underground storage tank and one 12,000-gal underground storage tank, as well as and related fuel product, vapor, and vent piping, installation of dispensers, construction of a new canopy, concrete drive slab, tank slab, and islands, and catch basin and flow stop valve. REV 11/2019 Page 6 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 Project Name/Tenant ___________________________________R+L Carriers ___________________________________ Site Address________________________________19223 68th Drive NE, Arlington, WA 98223 _____________ Bldg/Unit/Suite ____________________ IBC Construction Type __________________Type IIB (Canopy) _____________ IBC Occupancy Type ____________________M (Canopy) Description of Use ____________________________________________________Canopy and Fuel System ____________________ Building Square Footage ________________1,440 SF (Canopy) __________ Number of Stories_________________________ Square Footage Per Floor___________________________________________________________________ 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 of fuel system, including 20,000-gal underground storage tank and one 12,000-gal ________________________________________________________ ____________________________________________________________________________underground storage tank, as well as and related fuel product, vapor, and vent piping. ____________________________________________________________________________ ____________________________________________________________________________ Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 11/2019 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 Name of Project: R+L Carriers Fuel System Installation Project Address: 19223 68th Drive NE, Arlington, WA 98223 Special Inspection Firm: Geo Test Services Inc. 20527 - 67th Ave NE, Arlington WA 98223 Address: Kevin Richardson 360 773-7318 Contact Person: Phone: Kevin.Richardson@geotest-inc.com Email: Special Inspection Firm Special Inspectors: Geo Test Services Inc. The Special inspection Firm of will perform special inspection for the following types of work (separate forms must be submitted if more than one firm is to be employed). ( )x Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted. The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed, for the review of all parties. Any nonconforming items shall be brought to the immediate attention of the contractor for resolution. A weekly shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as “deputy†City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports, on site, for review. REV 11/2019 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223 • Phone (360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC, the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read a~ comply with the terms and conditions of this agreement. Owner: , ~ __,/A Date: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will ?&~J be in accordance with --..._.. the laws, rules and regulation of the State of Washington. Applicants Signature Amanda Grindle, Permit Coordinator 12/30/2019 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV11/2019 Page 9 of9 OPERATING PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 Part I Applicant/Building Information Applicant’s Name: ___________________________________________________________________ R+L Carriers, Inc. ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Applicant’s Address: __________________________________________________________________ 600 Gillam Rd, Wilmington, OH 45177 Contact Person: ________________________________ Telephone: ____________________________ Address of Premises for which Operating Permit is requested: Same as above Other (specify): ___________________________________________________ 19223 68th Drive NE, Arlington, WA 98223 Tax Parcel ID #: _______________________________ Curre31051400302900 nt Occupancy Class: ________________ M Part II Type of Operating Permit An Operating Permit is required to conduct any activity or to use any class of building listed below. Please indicate the type(s) of Operating Permit(s) requested by checking each applicable box. (If you require assistance, or would like more information, contact the City of Arlington Building Department at 360-403- 3551.) Manufacturing, storing or handling hazardous materials in quantities exceeding those listed in the Fire Code (see Appendix A.) Identify the materials and quantities and describe the manner in which the materials will be manufactured, stored or handled (attach additional sheets if necessary): ____________ ___________________________________________________________________________________ 20,000-gallons of diesel, 4,000-gallons of off-road diesel, and 8,000-gallons of diesel exhaust fluid (DEF) to ___________________________________________________________________________________ be stored in underground storage tanks for dispensing into trucks. ___________________________________________________________________________________ Revised 4/1/08 Page 1 of 4 Part II (cont’d) Conducting a hazardous process or activity, including, but not limited to, any commercial or industrial operation which produces combustible dust as a byproduct, fruit and crop ripening, waste handling, spray operations, and high-piled storage (see Appendix B.) Describe the process(es) or activity(ies) to be conducted (attach additional sheets if necessary): ___________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Use of pyrotechnic devices in assembly occupancies (see Appendix C.) Describe the devices to be used and type of event (attach additional sheets if necessary): ______________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Aboveground Storage Tank (AST) (see Appendix D) Removal Decommissioning Temporary tank closure Changes in service Permanent tank closure Brief description: _______________________________________________________________________________________________________ _____________________________________________________________________________________________________________________________________ Underground Storage Tank (UST) (see Appendix D) Removal Decommissioning Temporary tank closure Changes in service Permanent tank closure Brief description: _______________________________________________________________________________________________________ _____________________________________________________________________________________________________________________________________ Temporary Membrane Structures, including tents and canopies (see Appendix E.) Brief description of structure and use: ___________________________________________________________________ ___________________________________________________________________________________ Cc: Fire Department Page 2 of 4 Part II (cont'd) D Special Event Operating Permit -An Operating Permit is required for any special event that takes place within an occupied building, or an outdoor mass gathering, which is outside the scope of the permitted use (see Appendix F.) Brief description of type of gathering proposed: _______ _ Part III Premises/Building Information 1. Date of last inspection of Premises: ------ 2. Has a Certificate of Occupancy been issued for the premises? D Yes ~ No Type: D Permanent D Temporary Date oflssuance: ---------------- 3. Are there currently any open Building Permits associated with the premises? QI Yes D No If yes, please describe (attach additional sheets if necessary): This is a new site for a truck distribution center currently under construction. 4. Additional Comments: ---------------- - ---------- SIGNATURE OF APPLICANT I herby certify that the foregoing information (and all information in attached sheets, if any) is true and ~complete. - Signature of Applicant or Authorized Representatives Signature Date Name and Title (if applicable) of person signing Application (Please print) Cc: Fire Department Page 3 of 4 Part IV To be completed by the City of Arlington Building Department Inspection Required: Yes No Inspections Performed: Yes No Date of Inspection: _____________________ Tests or Reports required verifying compliance? Yes No If YES, have Tests or Reports been received? Yes No Application(s) Approved: Yes No Operating Permit Issued by: ______________________ Date Operating Permit Issued: ____________________ Date Operating Permit Expires: ___________ Type/Description of Operating Permit: ___________________________________________________ Conditions of Operating Permit (list conditions here AND in the space provided in the Operating Permit): ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Additional Comments: (Attach additional pages if needed) ____________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Cc: Fire Department Page 4 of 4 Reviewed for Building Code Compliance Christina Humphrey 01/14/2020 -------------------------------------------------------- Signature Date Building Plan Review By SAFEBuilt Plan Review By SAFEBuilt Plan Review By SAFEBuilt Plan Review By SAFEBuilt Plan Review By SAFEBuilt Plan Review By SAFEBuilt Plan Review By SAFEBuilt Plan Review By SAFEBuilt exp.1-22-21 12-26-19 Special Inspection is Req'd for Welds and Bolting Plan Review By SAFEBuilt exp.1-22-21 12-26-19 Permit #: 2966 Permit Date: 01/09/20 Permit Type: COMMERCIAL BUILDING Project Name: R&L Carriers Applicant Name: Saybr Contractors Inc Applicant Address: 3852 S 66th St Applicant, City, State, Zip: Tacoma, WA 98409 Contact: Amanda Grindle Phone: 253-533-2382 Email: agrindle@saybr.com Scope of Work: Construct new fuel system Valuation: 700000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 03/09/2020 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel # Address Legal Description Owner Name Owner Phone Zoning 31051400302900 19223 68th Drive NE SEC 14 TWP 31 RGE 05 RLR TH PTN OF SW1/4 BEING INVESTMENTS A PTN OF LOTS 3,5,6,9,10 LLC & 11 OF SURV REC AF NO 7905290175 DAF COM AT SELY COR LOT 21 OF SD SURV TH S79*55 47E ALG N LN LOT 3 OF SD SURV 60FT TH S10*04 13W102.20FT TO TPB TH N46*01 15E 315.12FT TH N10*04 13E 97.97FT TH S79*55 47E 530.50FT TH S10*04 13W 572.10FT TH N88*50 41W 728.21FT TO BEG OF CRV TO R WHOSE RAD CTR BEARS N01*09 19E 30FT TH ALG ARC OFSD CRV TO R 66.92FT THRU A C/A OF 127*47 59 TO THE BEG OF REV CRV TO L WHOSE RAD CTR BEARS N51*02 42W 280FT TH ALG ARC OF SD REV CRV TO L 141.16FT THRU A C/A OF 28*53 05 TAP TH BEARS S10*04 13W FR TPB TH N10*04 13E 152.50FT TO TPB PER BLA REC AF NO 9009260178 Contractors Contractor Primary Contact Phone Address Contractor Type License License # CONSTRUCTION Saybr Contractors, Inc Amanda Grindle 253-533-2382 3852 S 66th St COA 601 795 367 CONTRACTOR CONSTRUCTION Saybr Contractors, Inc Amanda Grindle 253-533-2382 3852 S 66th St L&I SAYBRCI033L7 CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 01/09/2020 BUILDING BUILDING 1. IFC 2304.3.6 Communications shall be addressed and be approved by Fire Marshal. COMMERCIAL 2. IFC 2305.6 Warning Signs shall be addressed. 01/09/2020 FIRE BUILDING 3. Minimum rating for fire extinguisher(s) installed at pumps is 2-A:20-B:C. Extinguisher rating called for in plans is not sufficient per IFC 2305.5 Fees Fee Description Notes Amount Building Permit Table 4-1 $509.83 Processing/Technology $25.00 Building Plan Review Table 4-2 $784.36 State Surcharge - Commercial Commercial Only $25.00 Credit Card Service $40.33 Total $1,384.52 Attached Letters Date Letter Description 01/09/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/03/2020 Amanda Grindle 79329494 $1,344.19 03/03/2020 79329494 CC Surcharge Raelynn Jones $40.33 Outstanding Balance $0.00 Notes Date Note Created By: Safebuilt Review: Structural Slab / Canopy 01/10/2020 Raelynn Jones In-House Review: drainage/tanks 01/10/2020 Emailed Safebuilt for review Raelynn Jones Uploaded Files Date File Name 10/11/2021 9866275-2966_IC 4.14.2020.pdf 10/11/2021 9866276-2966_IC 4.15.2020.pdf 03/09/2020 6361484-2966_Issued Permit.pdf 01/09/2020 6074141-Arlington Commercial App R+L Fuel System.pdf 01/09/2020 6074142-Arlington Operating Permit App R+L Fuel System.pdf 01/09/2020 6074143-R+L Canopy Structural Calcs 12.26.19.pdf 01/09/2020 6074144-R+L Fuel System Plan Set 12.20.19.pdf Peyton-Tomita & Assoc., LLC JOB TITLE 30X48 CANOPY PO Box 41463 Long Beach, CA 90853 JOB NO. BR9107 SHEET NO. 714-404-6370 CALCULATED BY DEP DATE 10/9/19 CHECKED BY DATE CS15 Ver 2016.12.28 www.struware.com STRUCTURAL CALCULATIONS FOR 30X48 CANOPY 19223 68TH DR NE, ARLINGTON, WA REV.1 10-9-19 REV.2 12-26-16 Page 1 of 36 Peyton-Tomita & Assoc., LLC JOB TITLE 30X48 CANOPY PO Box 41463 Long Beach, CA 90853 JOB NO. BR9107 SHEET NO. 714-404-6370 CALCULATED BY DEP DATE 10/9/19 CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2015 Occupancy: Occupancy Group = M Mercantile Risk Category & Importance Factors: Risk Category = II Wind factor = 1.00 Snow factor = 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (θ) 0.00 / 12 0.0 deg Building length (L) 44.0 ft Least width (B) 30.0 ft Mean Roof Ht (h) 17.3 ft Parapet ht above grd 20.0 ft Minimum parapet ht 2.7 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Page 2 of 36 Peyton-Tomita & Assoc., LLC JOB TITLE 30X48 CANOPY PO Box 41463 Long Beach, CA 90853 JOB NO. BR9107 SHEET NO. 714-404-6370 CALCULATED BY DEP DATE 10/9/19 CHECKED BY DATE Wind Loads : ASCE 7- 10 Ultimate Wind Speed 110 mph Nominal Wind Speed 85.2 mph Risk Category II Exposure Category C Enclosure Classif. Open Building Internal pressure +/-0.00 Directionality (Kd) 0.85 Kh case 1 0.875 Kh case 2 0.875 Type of roof Monoslope Topographic Factor (Kzt) Topography Flat Hill Height (H) 0.0 ft H< 15ft;exp C Half Hill Length (Lh) 0.0 ft ∴ Kzt=1.0 Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft From top of crest: x = 0.0 ft I Bldg up/down wind? downwind V(z) z H/Lh= 0.00 K1 = 0.000 x/Lh = 0.00 K2 = 0.000 z/Lh = 0.00 K3 = 1.000 At Mean Roof Ht: Kzt = (1+K1K2K3)^2 = 1.00 20 RIDGE or 30 AXISYMMETRICAL HILL Page 3 of 36 Peyton-Tomita & Assoc., LLC JOB TITLE 30X48 CANOPY PO Box 41463 Long Beach, CA 90853 JOB NO. BR9107 SHEET NO. 714-404-6370 CALCULATED BY DEP DATE 10/9/19 CHECKED BY DATE Wind Loads - Open Buildings: 0.25 ≤ h/L ≤ 1.0 Ultimate Wind Pressures Type of roof = Monoslope Free Roofs G = 0.85 Wind Flow = Clear Roof Angle = 0.0 deg NOTE: The code requires the MWFRS be Main Wind Force Resisting System designed for a minimum pressure of 16 psf. Kz = Kh (case 2) = 0.88 Base pressure (qh) = 23.0 psf Roof pressures - Wind Normal to Ridge Wind Direction Wind Load Æ” = 0 & 180 deg Flow Case Cnw Cnl Cn = 1.20 0.30 A Clear Wind p = 23.5 psf 5.9 psf Flow Cn = -1.10 -0.10 B p = -21.5 psf -2.0 psf NOTE: 1). Cnw and Cnl denote combined pressures from top and bottom roof surfaces. 2). Cnw is pressure on windward half of roof. Cnl is pressure on leeward half of roof. 3). Positive pressures act toward the roof. Negative pressures act away from the roof. Roof pressures - Wind Parallel to Ridge, Æ” = 90 deg Horizontal Distance from Windward Wind Load Edge h = 17.3 ft Flow Case ≤ h >h ≤ 2h > 2h 2h = 34.7 ft Cn = -0.80 -0.60 -0.30 A Clear Wind p = -15.7 psf -11.8 psf -5.9 psf Flow Cn = 0.80 0.50 0.30 B p = 15.7 psf 9.8 psf 5.9 psf Fascia Panels -Horizontal pressures qp = 23.0 psf Windward fascia: 34.6 psf (GCpn = +1.5) Leeward fascia: -23.0 psf (GCpn = -1.0) Components & Cladding - roof pressures Kz = Kh (case 1) = 0.88 a = 3.0 ft a2 = 9.0 sf Base pressure (qh) = 23.0 psf 4a2 = 36.0 sf G = 0.85 Clear Wind Flow Effective Wind Area zone 3 zone 2 zone 1 positive negative positive negative positive negative ≤ 9 sf 2.40 -3.30 1.80 -1.70 1.20 -1.10 CN >9, ≤ 36 sf 1.80 -1.70 1.80 -1.70 1.20 -1.10 > 36 sf 1.20 -1.10 1.20 -1.10 1.20 -1.10 ≤ 9 sf 47.0 psf -64.6 psf 35.3 psf -33.3 psf 23.5 psf -21.5 psf Wind >9, ≤ 36 sf 35.3 psf -33.3 psf 35.3 psf -33.3 psf 23.5 psf -21.5 psf pressure > 36 sf 23.5 psf -21.5 psf 23.5 psf -21.5 psf 23.5 psf -21.5 psf Page 4 of 36 Peyton-Tomita & Assoc., LLC JOB TITLE 30X48 CANOPY PO Box 41463 Long Beach, CA 90853 JOB NO. BR9107 SHEET NO. 714-404-6370 CALCULATED BY DEP DATE 10/9/19 CHECKED BY DATE Location of Wind Pressure Zones L L I C' C I WIND WIND DIRECTION DIRECTION v= o·, 1so· v= o·, 1so· {~ ~ ~ WIND WIND DIRECTION DIRECTION v= o• v= 1so• ~ <:= MONC6LOPE WIND DIRECTION y= 0°, 180° L WIND WIND DIRECTION~ DIRECTION~ MONOSLOFE TROUGH WIND DIRECTION y= 90° MAIN WIND FORCE RESISTING SYSTEM 3 C"v i 3 C"v i 3~--~ 3~--~ ") C"v i ") - C"v i -• l l l l , , 3 3 8 < 10° 8?: 10° MONOSLOPE PITCHED OR TROUGHED ROOF COMPONENTS AND CLADDING Page 5 of 36 Peyton-Tomita & Assoc., LLC JOB TITLE 30X48 CANOPY PO Box 41463 Long Beach, CA 90853 JOB NO. BR9107 SHEET NO. 714-404-6370 CALCULATED BY DEP DATE 10/9/19 CHECKED BY DATE Snow Loads : ASCE 7-10 Nominal Snow Forces Roof slope = 0.0 deg Horiz. eave to ridge dist (W) = 30.0 ft Roof length parallel to ridge (L) = 44.0 ft Type of Roof Monoslope Ground Snow Load Pg = 20.0 psf Risk Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.20 Exposure Factor Ce = 1.0 Pf = 0.7*Ce*Ct*I*Pg = 16.8 psf Unobstructed Slippery Surface no Sloped-roof Factor Cs = 1.00 Balanced Snow Load Ps = 16.8 psf Rain on Snow Surcharge Angle 0.60 deg Code Maximum Rain Surcharge 5.0 psf Rain on Snow Surcharge = 5.0 psf Ps plus rain surcharge = 21.8 psf Minimum Snow Load Pm = 20.0 psf NOTE: Alternate spans of continuous beams Uniform Roof Design Snow Load = 21.8 psf use 25.0 and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect - see code. Windward Snow Drifts 1 - Against walls, parapets, etc more than 15' long Upwind fetch lu = 30.0 ft Projection height h = 2.7 ft Snow density g = 16.6 pcf Balanced snow height hb = 1.01 ft hd = 1.22 ft hc = 1.65 ft hc/hb >0.2 = 1.6 Therefore, design for drift Drift height (hd) = 1.22 ft Drift width w = 4.88 ft Surcharge load: pd = γ*hd = 20.3 psf Balanced Snow load: = 16.8 psf 37.1 psf Windward Snow Drifts 2 - Against walls, parapets, etc > 15' Upwind fetch lu = 48.0 ft Projection height h = 2.7 ft Snow density g = 16.6 pcf Balanced snow height hb = 1.01 ft hd = 1.62 ft hc = 1.65 ft hc/hb >0.2 = 1.6 Therefore, design for drift Drift height (hd) = 1.62 ft Drift width w = 6.47 ft Surcharge load: pd = γ*hd = 26.9 psf Balanced Snow load: = 16.8 psf 43.7 psf Page 6 of 36 Peyton-Tomita & Assoc., LLC JOB TITLE 30X48 CANOPY PO Box 41463 Long Beach, CA 90853 JOB NO. BR9107 SHEET NO. 714-404-6370 CALCULATED BY DEP DATE 10/9/19 CHECKED BY DATE Seismic Loads: IBC 2015 Strength Level Forces Risk Category : II Importance Factor (I) : 1.00 Site Class : D Ss (0.2 sec) = 106.40 %g S1 (1.0 sec) = 41.40 %g Fa = 1.074 Sms = 1.143 SDS = 0.762 Design Category = D Fv = 1.586 Sm1 = 0.657 SD1 = 0.438 Design Category = D Seismic Design Category = D Number of Stories: 1 Structure Type: All other building systems Horizontal Struct Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphragms: Yes Building System: Cantilevered columns Seismic resisting system: Steel ordinary cantilever column system System Structural Height Limit: H<=65 ft, Dead load <=20 psf Actual Structural Height (hn) = 17.3 ft See ASCE7 Section 12.2.5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS Response Modification Coefficient (R) = 1.25 Over-Strength Factor (Ωo) = 1.25 Deflection Amplification Factor (Cd) = 1.25 SDS = 0.762 SD1 = 0.438 Ï = redundancy coefficient Seismic Load Effect (E) = Ï QE +/- 0.2SDS D = Ï QE +/- 0.152D QE = horizontal seismic force Special Seismic Load Effect (Em) = Ωo QE +/- 0.2SDS D = 1.3 QE +/- 0.152D D = dead load PERMITTED ANALYTICAL PROCEDURES Simplified Analysis - Use Equivalent Lateral Force Analysis Equivalent Lateral-Force Analysis - Permitted Building period coef. (CT) = 0.020 Cu = 1.40 Approx fundamental period (Ta) = C x = 0.170 sec x= 0.75 Tmax = CuTa = 0.238 Thn User calculated fundamental period (T) = sec Use T = 0.170 Long Period Transition Period (TL) = ASCE7 map = 16 Seismic response coef. (Cs) = SDSI/R = 0.610 need not exceed Cs = Sd1 I /RT = 2.064 but not less than Cs = 0.044SdsI = 0.034 USE Cs = 0.610 Design Base Shear V = 0.610W Model & Seismic Response Analysis - Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x Page 7 of 36 DECK CANTILEVER LOADS LENGTH=L= 3.00 FT DECK WT.= 2.5 PSF MISC. WT.= 0.5 PSF DEAD WT.=W= 3 PSF FASCIA WT.=P= 15 PLF MOMENT=WL^2/2+PL=MD= 59 FT-LBS/FT LIVE LOAD=Lr= 20 PSF MOMENT=Lr*L^2/2=ML= 90 FT-LBS/FT SNOW LOAD=Pf= 25 PSF MOMENT=Pf*L^2/2=MS= 113 FT-LBS/FT SNOW DRIFT LOADS W1 @ FASCIA= 20.3 PSF DRIFT WIDTH= 4.88 FT W2 @ SUPPORT= 7.82 PSF MOMENT=W2*L^2/2+.5(W1-W2)L*2/3L=MDR= 73 FT-LBS/FT WIND PRESSURES ZONE 3 DOWN=pv= 47 PSF FASCIA H= 3.00 FT ZONE 3 UPLIFT=pv= -64.6 PSF C.O.A.=d= 1.08 FT FASCIA WINDWARD=ph= -34.6 PSF MW WIND= -112 FT-LBS/FT FASCIA LEEWARD=ph= 23.0 PSF MW LEE= 75 FT-LBS/FT MOMENT=pv*L^2/2+ph*H*d=MW= 286 FT-LBS/FT -403 FT-LBS/FT LOAD COMBINATIONS MD= 59 FT-LBS/FT MD+MLr= 149 FT-LBS/FT MD+MS+MDR= 244 FT-LBS/FT MD+0.6MW= 230 FT-LBS/FT MD+.75(MS+0.6MW)= 272 FT-LBS/FT MAXIMUM= 272 FT-LBS/FT= 4.347 IN-K/PNL. OK ALLOWABLE= 7.309 IN-K/PNL. .6MD-0.6MW= -207 FT-LBS/FT= 3.309 IN-K/PNL. OK ALLOWABLE= 10.321 IN-K/PNL. Page 8 of 36 DECK SPAN LOADS LENGTH=L= 8.00 FT DECK WT.= 2.5 PSF MISC. WT.= 0.5 PSF DEAD WT.=W= 3 PSF MOMENT<=WL^2/8=MD= 24 FT-LBS/FT LIVE LOAD=Lr= 20 PSF MOMENT<=Lr*L^2/8=ML= 160 FT-LBS/FT SNOW LOAD=Pf= 25 PSF MOMENT<=Pf*L^2/8=MS= 200 FT-LBS/FT SNOW DRIFT LOADS W1 @ FASCIA= 26.9 PSF DRIFT WIDTH= 6.47 FT W2 @ 1st RIB= 21.36 PSF MOMENT<=W2*L^2/8=MDR= 171 FT-LBS/FT WIND PRESSURES EFFECTIVE AREA=L*L/3= 21.33 SQ.FT. ZONE 3 DOWN= 35.30 PSF ZONE 3 UPLIFT= -33.30 PSF MOMENT<=pv*L^2/8=MW= 282 FT-LBS/FT -266 FT-LBS/FT LOAD COMBINATIONS MD= 24 FT-LBS/FT MD+MLr= 184 FT-LBS/FT MD+MS+MDR= 395 FT-LBS/FT MD+0.6MW= 193 FT-LBS/FT MD+.75(MS+0.6MW)= 301 FT-LBS/FT MAXIMUM= 395 FT-LBS/FT= 6.318 IN-K/PNL. OK ALLOWABLE= 10.321 IN-K/PNL. .6MD-0.6MW= 346 FT-LBS/FT= 5.536 IN-K/PNL. OK ALLOWABLE= 7.309 IN-K/PNL. Page 9 of 36 CFS Version 5.0.3 Page 1 Section: BRDECK40.sct David Peyton BESTWORTH-ROMMEL GR 40 DECK Peyton-Tomita & Associates Rev. Date: 6/14/2006 8:06:38 AM + Section Inputs ¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ Material: A653 SQ Grade 40 Apply strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 40 ksi Tensile Strength, Fu 55 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Part 1, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.625 90.000 0.093750 None 0.000 0.000 0.313 2 1.250 180.000 0.093750 None 0.000 0.000 0.625 3 3.035 270.000 0.093750 Nested 0.000 0.000 1.517 4 16.000 180.000 0.093750 None 0.000 0.000 8.000 5 3.000 90.000 0.093750 Nested 0.000 0.000 1.500 6 1.078 0.000 0.093750 None 0.000 0.000 0.539 7 0.438 270.000 0.093750 None 0.000 0.000 0.219 Page 10 of 36 CFS Version 5.0.3 Page 2 Section: BRDECK40.sct David Peyton BESTWORTH-ROMMEL GR 40 DECK Peyton-Tomita & Associates Rev. Date: 6/14/2006 8:06:38 AM Full Section Properties ¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ Area 0.86263 in^2 Wt. 0.0029330 k/ft Width 24.932 in Ix 1.070 in^4 rx 1.114 in Ixy 0.409 in^4 Sx(t) 0.4651 in^3 y(t) 2.301 in α -89.239 deg Sx(b) 1.4583 in^3 y(b) 0.734 in Height 3.035 in Iy 31.805 in^4 ry 6.072 in Xo -0.554 in Sy(l) 3.8690 in^3 x(l) 8.221 in Yo -1.948 in Sy(r) 3.5359 in^3 x(r) 8.995 in jx 0.597 in Width 17.215 in jy 10.699 in I1 31.810 in^4 r1 6.073 in I2 1.065 in^4 r2 1.111 in Ic 32.875 in^4 rc 6.173 in Cw 46.566 in^6 Io 36.415 in^4 ro 6.497 in J 0.000344 in^4 Fully Braced Strength - 2004 North American Specification - US (ASD) ¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ Compression Positive Moment Positive Moment Pao 6.413 k Maxo 10.321 k-in Mayo 51.176 k-in Ae 0.28859 in^2 Ixe 1.012 in^4 Iye 23.439 in^4 Sxe(t) 0.4309 in^3 Sye(l) 3.7533 in^3 Tension Sxe(b) 1.4735 in^3 Sye(r) 2.1366 in^3 Ta 21.033 k Negative Moment Negative Moment Maxo 7.309 k-in Mayo 50.083 k-in Shear Ixe 0.504 in^4 Iye 21.938 in^4 Vay 2.240 k Sxe(t) 0.3638 in^3 Sye(l) 2.0909 in^3 Vax 0.000 k Sxe(b) 0.3051 in^3 Sye(r) 3.2630 in^3 Page 11 of 36 PURLIN LOADS: PURLIN TRIB DL Lr Pf +W -W EF A 7.563 43.3 151.3 189.1 177.7 -162.6 113.4 B 7.438 16.7 148.8 185.9 174.8 -159.9 111.6 C 7.438 16.7 148.8 185.9 174.8 -159.9 111.6 D 7.563 43.3 151.3 189.1 177.7 -162.6 113.4 TOTALS 30.000 120.0 600.0 750.0 705.0 -645.0 450.0 PURLIN NA NB SD ED A 177.7 -162.6 58.03 203.4 B 157.2 -140.4 -8.50 200.1 C 61.5 -34.4 -8.50 200.1 D 44.6 -15.1 58.03 203.4 TOTALS 441.0 -352.5 99.06 807.0 WINDWARD FASCIA 34.6 PSF LEEWARD FASCIA 23 PSF FASCIA HEIGHT 3.00 FT LATERAL WIND LOAD 172.80 PLF NO. OF PURLINS 4 43.2 PLF/PURLIN SEISMIC LOAD VE= 0.61 W WE= 18.3 PLF/PURLIN PE= 68.6 LBS/PURLIN Page 12 of 36 Y Z X N1 M 1 N2 M 2 N3 M 3 N4 Envelope Only Solution PEYTON-TOMITA & ASS... SK - 1 DEP TYP. PURLIN Sept 16, 2019 at 8:45 AM BR9107 PURLINA.r3d Page 13 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:44 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : TYP. PURLIN Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.1 I 5 I A500 Gr.46 I 29000 I 11154 I .3 I .65 I .49 I 46 I 1.2 I 58 I 1.1 : Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Ru... A [in2] Iyy [in4] Izz [in4] J [in4] 1 HR1A W14X30 Beam Wide Flange A992 Typical 8.85 19.6 291 .38 Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Di... 1 N1 0 0 0 0 2 N2 6 0 0 0 3 N3 42 0 0 0 4 N4 48 0 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N2 Reaction Reaction Reaction Fixed 2 N3 Reaction Reaction Fixed 3 N4 Member Primary Data Label I Joint J Joint K Joint Rotate(d...Section/Shape Type Design List Material Design Rul... 1 M1 N1 N2 HR1A Beam Wide Flange A992 Typical 2 M2 N2 N3 HR1A Beam Wide Flange A992 Typical 3 M3 N3 N4 HR1A Beam Wide Flange A992 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Ratio Options Analysis ... Inactive Seismi... 1 M1 Yes None 2 M2 Yes None 3 M3 Yes None Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torq... Kyy Kzz Cb Function 1 M1 HR1A 6 Lateral 2 M2 HR1A 36 12 12 12 Lateral 3 M3 HR1A 6 Lateral Joint Loads and Enforced Displacements (BLC 1 : D) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N1 L Y -.113 2 N4 L Y -.113 RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\PURLINA.r3d] Page 1 Page 14 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:44 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : TYP. PURLIN Joint Loads and Enforced Displacements (BLC 8 : E) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N1 L Z -.069 2 N4 L Z -.069 Member Distributed Loads (BLC 1 : D) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Y -43.3 -43.3 0 0 2 M2 Y -43.3 -43.3 0 0 3 M3 Y -43.3 -43.3 0 0 Member Distributed Loads (BLC 2 : Lr) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Y -151.3 -151.3 0 0 2 M2 Y -151.3 -151.3 0 0 3 M3 Y -151.3 -151.3 0 0 Member Distributed Loads (BLC 3 : Pf) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Y -189.1 -189.1 0 0 2 M2 Y -189.1 -189.1 0 0 3 M3 Y -189.1 -189.1 0 0 Member Distributed Loads (BLC 4 : USL1) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Y -94.55 -94.55 0 0 2 M2 Y -189.1 -189.1 0 0 3 M3 Y -189.1 -189.1 0 0 Member Distributed Loads (BLC 5 : USL2) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Y -94.55 -94.55 0 0 2 M2 Y -189.1 -189.1 0 0 3 M3 Y -94.55 -94.55 0 0 Member Distributed Loads (BLC 6 : +W) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Y -177.7 -177.7 0 0 2 M2 Y -177.7 -177.7 0 0 3 M3 Y -177.7 -177.7 0 0 4 M1 Z -43.2 -43.2 0 0 5 M2 Z -43.2 -43.2 0 0 6 M3 Z -43.2 -43.2 0 0 Member Distributed Loads (BLC 7 : -W) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Y 162.6 162.6 0 0 2 M2 Y 162.6 162.6 0 0 3 M3 Y 162.6 162.6 0 0 4 M1 Z -43.2 -43.2 0 0 5 M2 Z -43.2 -43.2 0 0 6 M3 Z -43.2 -43.2 0 0 RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\PURLINA.r3d] Page 2 Page 15 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:44 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : TYP. PURLIN Member Distributed Loads (BLC 8 : E) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Z -18.3 -18.3 0 0 2 M2 Z -18.3 -18.3 0 0 3 M3 Z -18.3 -18.3 0 0 Member Distributed Loads (BLC 9 : SD) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Y -58.03 -58.03 0 0 2 M2 Y -58.03 -58.03 0 0 3 M3 Y -58.03 -58.03 0 0 Member Distributed Loads (BLC 10 : ED) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[ft,%] End Location[ft,%] 1 M1 Y -203.4 -14.8 0 0 2 M2 Y -14.8 0 0 .47 Basic Load Cases BLC Description Category X GravityY GravityZ Gravity Joint Point Distribu...Area(M...Surface... 1 D DL -1 2 3 2 Lr RLL 3 3 Pf SL 3 4 USL1 OL1 3 5 USL2 OL2 3 6 +W WL 6 7 -W WL 6 8 E EL -.61 2 3 9 SD SL 3 10 ED SL 2 Load Combinations Description S... P... S... B... Fa... B... Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 D Yes Y 1 1 2 D+Lr Yes Y 1 1 2 1 3 D+S Yes Y 1 1 3 1 9 1 10 1 4 D+USL1 Yes Y 1 1 4 1 5 D+USL2 Yes Y 1 1 5 1 6 D+.6W Yes Y 1 1 6 .6 7 D+.75(Pf+.6W) Yes Y 1 1 3 .75 6 .45 8 .6D-.6W Yes Y 1 .6 7 .6 9 1.11D+.7E Yes Y 1 1.11 8 .7 10 0.49D+.7E Yes Y 1 .49 8 .7 Load Combination Design Description ASIF CD Service Hot Rolled Cold For... Wood Concrete Masonry Aluminum Stainless Connection 1 D Yes Yes Yes Yes Yes Yes Yes Yes 2 D+Lr Yes Yes Yes Yes Yes Yes Yes Yes 3 D+S Yes Yes Yes Yes Yes Yes Yes Yes 4 D+USL1 Yes Yes Yes Yes Yes Yes Yes Yes 5 D+USL2 Yes Yes Yes Yes Yes Yes Yes Yes 6 D+.6W Yes Yes Yes Yes Yes Yes Yes Yes 7 D+.75(Pf+.6... Yes Yes Yes Yes Yes Yes Yes Yes 8 .6D-.6W Yes Yes Yes Yes Yes Yes Yes Yes RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\PURLINA.r3d] Page 3 Page 16 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:44 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : TYP. PURLIN Load Combination Design (Continued) Description ASIF CD Service Hot Rolled Cold For... Wood Concrete Masonry Aluminum Stainless Connection 9 1.11D+.7E Yes Yes Yes Yes Yes Yes Yes Yes 10 0.49D+.7E Yes Yes Yes Yes Yes Yes Yes Yes Envelope AISC 14th(360-10): ASD Steel Code Checks Member Shape Code ... Loc[ft] LC Shear ... Loc[ft] Dir LC Pnc/om [k] Pnt/om [k] Mnyy/om...Mnzz/om...Cb Eqn 1 M1 W14X30 .076 6 3 .036 6 y 3 212.192 264.97 22.43 118.014 2....H1-1b 2 M2 W14X30 .607 18 7 .078 0 y 3 133.623 264.97 22.43 86.771 1 H1-1b 3 M3 W14X30 .066 0 7 .027 0 y 3 212.192 264.97 22.43 118.014 2....H1-1b RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\PURLINA.r3d] Page 4 Page 17 of 36 PURLIN REACTIONS: PURLIN TRIB DL Pf NA NB SD ED A 24.000 1873 4538 4265 -3902 1393 728 B 24.000 1232 4463 3772 -3370 -204 716 C 24.000 1232 4463 1476 -825 -204 716 D 24.000 1873 4538 1071 -363 1393 728 TOTALS 6210 18000 10584 -8460 2378 2889 Page 18 of 36 Y Z X M N1 1 N2 N3 M 2 N4 M N5 3 N6 Envelope Only Solution PEYTON-TOMITA & ASS... SK - 2 DEP CARRYING BEAM Sept 16, 2019 at 8:55 AM BR9107 CB.r3d Page 19 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:49 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : CARRYING BEAM Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 6 A53 GR.B 29000 11154 .3 .65 .49 35 1.5 58 1.2 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Ru... A [in2] Iyy [in4] Izz [in4] J [in4] 1 HR1 W14X30 Beam Wide Flange A992 Typical 8.85 19.6 291 .38 Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Di... 1 N1 3 0 0 0 2 N2 4.25 0 0 0 3 N3 11 0 0 0 4 N4 19 0 0 0 5 N5 25.75 0 0 0 6 N6 27 0 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N2 Reaction Reaction Reaction Fixed 2 N5 Reaction Reaction Reaction Fixed Member Primary Data Label I Joint J Joint K Joint Rotate(d...Section/Shape Type Design List Material Design Rul... 1 M1 N1 N2 HR1 Beam Wide Flange A992 Typical 2 M2 N2 N5 HR1 Beam Wide Flange A992 Typical 3 M3 N5 N6 HR1 Beam Wide Flange A992 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Ratio Options Analysis ... Inactive Seismi... 1 M1 Yes None 2 M2 Yes None 3 M3 Yes None Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torq... Kyy Kzz Cb Function 1 M1 HR1 1.25 Lateral 2 M2 HR1 21.5 Lateral 3 M3 HR1 1.25 Lateral RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\CB.r3d] Page 1 Page 20 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:49 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : CARRYING BEAM Joint Loads and Enforced Displacements (BLC 1 : D) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N1 L Y -1.873 2 N3 L Y -1.232 3 N4 L Y -1.232 4 N6 L Y -1.873 Joint Loads and Enforced Displacements (BLC 2 : Pf) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N1 L Y -4.538 2 N3 L Y -4.463 3 N4 L Y -4.463 4 N6 L Y -4.538 Joint Loads and Enforced Displacements (BLC 3 : NA) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N1 L Y -4.265 2 N3 L Y -3.772 3 N4 L Y -1.476 4 N6 L Y -1.071 Joint Loads and Enforced Displacements (BLC 4 : NB) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N1 L Y 3.902 2 N3 L Y 3.37 3 N4 L Y .825 4 N6 L Y .363 Joint Loads and Enforced Displacements (BLC 6 : SD) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N1 L Y -1.393 2 N3 L Y .204 Joint Loads and Enforced Displacements (BLC 7 : ED) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N1 L Y -.728 2 N3 L Y -.716 3 N4 L Y -.716 4 N6 L Y -.728 Basic Load Cases BLC Description Category X GravityY GravityZ Gravity Joint Point Distribu...Area(M...Surface... 1 D DL -1 4 2 Pf SL 4 3 NA WL 4 4 NB WL 4 6 SD SL 2 7 ED SL 4 RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\CB.r3d] Page 2 Page 21 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:49 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : CARRYING BEAM Load Combinations Description S... P... S... B... Fa... B... Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 D Yes Y 1 1 2 D+S Yes Y 1 1 SL 1 3 D+.6W Yes Y 1 1 3 .6 4 D+.75Pf+.45W Yes Y 1 1 2 .75 3 .45 I 5 I .6D-.6W 11111111 Yes Y 1 .6 4 .6 I 111111111111111 Load Combination Design Description ASIF CD Service Hot Rolled Cold For... Wood Concrete Masonry Aluminum Stainless Connection 1 D Yes Yes Yes Yes Yes Yes Yes Yes 2 D+S Yes Yes Yes Yes Yes Yes Yes Yes 3 D+.6W Yes Yes Yes Yes Yes Yes Yes Yes 4 D+.75Pf+.45W Yes Yes Yes Yes Yes Yes Yes Yes I 5 I .6D-.6W I I I I Yes I Yes I Yes I Yes I Yes I Yes I Yes I Yes • Envelope AISC 14th(360-10): ASD Steel Code Checks Member Shape Code ... Loc[ft] LC Shear ... Loc[ft] Dir LC Pnc/om [k] Pnt/om [k] Mnyy/om...Mnzz/om...Cb Eqn 1 M1 W14X30 .091 1.25 2 .115 1.25 y 2 242.027 264.97 22.43 118.014 1....H1-1b 2 M2 W14X30 .734 14.557 2 .090 0 y 2 44.259 264.97 22.43 47.469 1....H1-1b 3 M3 W14X30 .076 0 2 .096 0 y 2 242.027 264.97 22.43 118.014 1....H1-1b RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\CB.r3d] Page 3 Page 22 of 36 PEYTON-TOMITA & ASSOCIATES 09/16/2019 CHECK PONDING:(APPND. 2) PRIMARY W 14X30 SECOND W 14X30 Lp= 21.50 ft Ls= 36.00 ft S= 8.00 ft Ip= 291 in^4 Is= 291 in^4 Id= 0.759 in^4/ft > 0.1024 in^4/ft O.K. Cs= 0.14776 Cp= 0.0845889 Cp+0.9Cs= 0.2175729 < 0.25 O.K. ==== THE ROOF SYSTEM IS STABLE AND NO FURTHER INVESTIGATION IS REQ'D. Page 23 of 36 PEYTON-TOMITA & ASSOCIATES 12/26/2019 PURLIN CONNECTION (AISC 14TH ED. ASD) PRYING W 14X30 T= 2133.750 LBS B= 9940.000 LBS d= 0.750 IN. bf= 6.73 IN. GAGE= 3.5 IN. tf= 0.385 IN. tw= 0.27 IN. b= 1.615 IN. a= 1.615 IN. b'= 1.240 IN. a'= 1.990 IN. 1.990 ROE= 0.623 2.394 d'= 0.813 IN. p= 3.230 IN. 1 DELTA= 0.748 -1.610372 BETA= 5.871 ALPHA'= 1.000 treq'd= 0.219 OK tc= 0.625 -0.57954 ALPHA= 0.000 Q= 0 TOTAL T= 2134 OK PURLIN CONNECTION PRYING W 14X30 T= 2133.750 LBS B= 9940.000 LBS d= 0.750 IN. bf= 6.73 IN. GAGE= 3.5 IN. tf= 0.385 IN. tw= 0.270 IN. b= 1.615 IN. a= 1.615 IN. b'= 1.240 IN. a'= 1.990 IN. 1.990 ROE= 0.623 2.394 d'= 0.813 IN. p= 3.230 IN. 1 DELTA= 0.748 -1.610372 BETA= 5.871 ALPHA'= 1.000 treq'd= 0.219 OK tc= 0.625 -0.57954 ALPHA= 0.000 Q= 0 TOTAL T= 2134 OK Page 24 of 36 PEYTON-TOMITA & ASSOCIATES 12/26/2019 CHECK WEB BENDING FOR LATERAL BEAM W 14X30 tw= 0.27 IN k= 0.785 IN d= 13.84 IN Gage=G= 3.5 IN. F= 664 LBS (1.11D+.7E) h=d-K= 13.055 IN. M=F*h= 8668.52 IN-LB Mn/1.67= 545.66 IN-LB/IN 15.89 IN REQD beff=3h= 39.165 IN PROVD OK V= 2082 LBS (1.11D+.7E) Tbolt= 520.5 LBS M/G/2= 1238 LBS Tbolt= 1759 LBS <= 9940 LBS OK Page 25 of 36 COLUMN LOADS: DL 3465 Pf 9000 SD 1334 ED 1445 11778 TOTAL SL NA 7502 2074 HORIZ 28.8 PLF NB -6679 2074 HORIZ 28.8 PLF EL 2114 HORIZ Page 26 of 36 A Y Z X -3.846k 1.48k~, N2 M1 """ N1 Loads: LC 6, 1.11D+.7E Envelope Only Solution PEYTON-TOMITA & ASS... SK - 3 DEP COLUMN Dec 26, 2019 at 10:55 AM BR9107 COLUMN.r3d Page 27 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:56 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : COLUMN Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 6 A53 GR.B 29000 11154 .3 .65 .49 35 1.5 58 1.2 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Ru... A [in2] Iyy [in4] Izz [in4] J [in4] 1 HR1A HSS10X10X4 Column SquareTube A500 Gr.46 Typical 8.96 141 141 220 Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Di... 1 N1 0 0 0 0 2 N2 0 18.75 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction Member Primary Data Label I Joint J Joint K Joint Rotate(d...Section/Shape Type Design List Material Design Rul... 1 M1 N1 N2 HR1A Column SquareTube A500 Gr.46 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Ratio Options Analysis ... Inactive Seismi... 1 M1 Yes ** NA ** None Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torq... Kyy Kzz Cb Function 1 M1 HR1A 18.75 Lbyy 2.1 2.1 Lateral Joint Loads and Enforced Displacements (BLC 1 : D) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N2 L Y -3.465 Joint Loads and Enforced Displacements (BLC 2 : Pf) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N2 L Y -9 Joint Loads and Enforced Displacements (BLC 3 : NA) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N2 L Y -7.502 2 N2 L X 2.074 RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\COLUMN.r3d] Page 1 Page 28 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:56 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : COLUMN Joint Loads and Enforced Displacements (BLC 4 : NB) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N2 L X 2.074 2 N2 L Y 6.679 Joint Loads and Enforced Displacements (BLC 5 : E) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N2 L X 2.114 Joint Loads and Enforced Displacements (BLC 6 : SD) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N2 L Y -1.334 Joint Loads and Enforced Displacements (BLC 7 : ED) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... 1 N2 L Y -1.445 Member Distributed Loads (BLC 3 : NA) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X .028 .028 0 17.333 Member Distributed Loads (BLC 4 : NB) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%] 1 M1 X .028 .028 0 17.333 Basic Load Cases BLC Description Category X GravityY GravityZ Gravity Joint Point Distribu...Area(M...Surface... 1 D DL -1 1 2 Pf SL 1 3 NA WL 2 1 4 NB WL 2 1 5 E EL .61 1 6 SD SL 1 7 ED SL 1 Load Combinations Description S... P... S... B... Fa... B... Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 D Yes Y 1 1 2 D+S Yes Y 1 1 SL 1 3 D+.6NA Yes Y 1 1 3 .6 4 .6D+.6NB Yes Y 1 .6 4 .6 5 D+.75(Pf+.6NA) Yes Y 1 .6 2 .75 3 .45 6 1.11D+.7E Yes Y 1 1.11 5 .7 7 .49D+.7E Yes Y 1 .49 5 .7 8 1.11D+.875E Y 1 1.11 5 .875 9 .49D+.875E Y 1 .49 5 .875 Load Combination Design Description ASIF CD Service Hot Rolled Cold For... Wood Concrete Masonry Aluminum Stainless Connection 1 D Yes Yes Yes Yes Yes Yes Yes Yes 2 D+S Yes Yes Yes Yes Yes Yes Yes Yes RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\COLUMN.r3d] Page 2 Page 29 of 36 Company : PEYTON-TOMITA & ASSOCIATES Dec 26, 2019 Designer : DEP 10:56 AM IIIRISA Job Number : BR9107 Checked By:_____ A NEMETSCHEK COMPANY Model Name : COLUMN Load Combination Design (Continued) Description ASIF CD Service Hot Rolled Cold For... Wood Concrete Masonry Aluminum Stainless Connection 3 D+.6NA Yes Yes Yes Yes Yes Yes Yes Yes 4 .6D+.6NB Yes Yes Yes Yes Yes Yes Yes Yes 5 D+.75(Pf+.6... Yes Yes Yes Yes Yes Yes Yes Yes 6 1.11D+.7E Yes Yes Yes Yes Yes Yes Yes Yes 7 .49D+.7E Yes Yes Yes Yes Yes Yes Yes Yes 8 1.11D+.875E Yes Yes Yes Yes Yes Yes Yes Yes 9 .49D+.875E Yes Yes Yes Yes Yes Yes Yes Yes Envelope AISC 14th(360-10): ASD Steel Code Checks Member Shape Code ... Loc[ft] LC Shear ... Loc[ft] Dir LC Pnc/om [k] Pnt/om [k] Mnyy/om...Mnzz/om...Cb Eqn 1 M1 HSS10X10X4 .528 0 6 .025 0 y 6 94.39 246.802 61.606 61.606 1....H1-1b RISA-3D Version 17.0.4 [C:\CAD FILES\BESTROMM\2019\BR9107\COLUMN.r3d] Page 3 Page 30 of 36 PEYTON-TOMITA & ASSOCIATES 12/26/2019 TOP OF COLUMN CONNECTION: .6PDL+.6WL= 1928.00 LBS USE: 4-3/4 DIA. A307 BOLTS IN TENSION T= 482.00 LBS Ta= 9940.00 LBS OK USE: 3/4" X 13" X 1'6" PLATE M= 2410.00 IN-LBS Mn/1.67=Fy*Z/1.67= 18188.62 IN-LBS OK USE: 6" OF 1/4 FILLET EA. SIDE fweld= 160.67 PLI Fw= 3712.00 PLI OK CHECK AS SEISMIC DRAG 1.25*0.7*VE= 1.85 K 1.2*Va*4 BOLTS= 28.66 K OK 1.2*Fweld= 53.45 K OK Page 31 of 36 BASE CONNECTION LOAD CASE 0.49D+1.25(.7E) LOADS: Py= 1.978 K Vx= 2.155 K Vz= 0 K Mz= 38.113 FT-K Mx= 0.00 FT-K T= 0 FT-K DATA: COL. W= 10 IN. BASE PL. T= 1 IN. A.R. SPCNG= 14 IN. d1= 13.00 IN. d2= 13.00 IN. Mz/d1/2= 17.59 K Mx/d2/2= 0.00 K P/4= -0.49 K TBOLT= 17.10 K ALLOWABLE INCREASE= 1.2 (ASCE 7-10 12.4.3.3) USE: 1 IN. DIA. F1554 GR. 36 ANCHOR ROD Ta= 20.52 K OK M PL.= 34.19 IN-K Beff= 7 IN. Mn/1.67= 45.27 IN-K OK MEMBER HSS10x10x1/4 LWELD= 40 IN. SzWELD= 133 IN.² SyWELD= 133 IN.² JWELD= 1333 IN.³ fay= -0.049 KLI fvx= 0.054 KLI fvz= 0.000 KLI fbz= 3.430 KLI fbx= 0.000 KLI fR(SRSS)= 3.381 KLI D REQ'D= 3.036 /16THS USE 1/4" FILLET WELD CAP= 4.454 KLI OK Page 32 of 36 MAXIMUM COLUMN AXIAL LOAD DOWNWARDS= 15816 LBS MAXIMUM COLUMN BASE MOMENT= 38858 FT-LBS ALLOWABLE INCREASE= 1.2 PER ASCE 7-10 12.4.3.3 POLE FOOTING (CONSTRAINED): IBC EQ. 18-3 d²=4.25(M/S3*b) b= 4 FT. DIA. OR SQ. S3= 200 PSF/FT x d d= 5.91 FT. IF ROUND , USE 6 FT 5.27 FT. IF SQUARE, USE 5 FT BEARING PRESSURE= 1259 PSF IF ROUND ALLOWABLE= 1500 PSF OK BEARING PRESSURE= 989 PSF IF SQUARE ALLOWABLE= 1500 PSF OK CONSTRAINT FORCE= 13812 LBS MAX. AREA OF SLAB= 360 SQ.FT. WT. OF SLAB=N= 27000 LBS F=0.3N= 8100 LBS NG, USE NONCONSTRAINED ROUND POLE FOOTING (NONCONSTRAINED): IBC EQ. 18-1 P= 2155 LBS A= 2.3462 b= 4.00 FT d= 8.06 S1xd/3= 537.33 PSF h= 18.03 FT d(assumed)= 8.06 FT USE: 8'-6" DEEP BEARING PRESSURE= 1259 PSF ALLOWABLE= 1500 PSF OK REINFORCING: B= 48.00 IN. 0.8H= 38.4 IN. Ds= 40.50 IN. 2/3*Ds= 27.00 IN. d= 32.70 IN. FTG. DEPTH= 8.06 FT M(FTG.)= 44648 FT-LBS 1.33As(Req'd)= 0.87 IN² [As=M*12/(.875*d*24)] As(Prov'd)= 1.86 IN² OK 12#5's VERT. SQUARE POLE FOOTING (NONCONSTRAINED): IBC EQ. 18-1 P= 2155 LBS A= 1.8836 b= 4.00 FT d= 7.10 S1xd/3= 473.33 PSF h= 18.03 FT d(assumed)= 7.10 FT USE: 7'-6" DEEP BEARING PRESSURE= 989 PSF ALLOWABLE= 1500 PSF OK REINFORCING: d= 44.25 M= 43958 FT-LBS 1.33As(Req'd)= 0.63 IN² [As=M*12/(.875*d*24)] As(Prov'd)= 1.24 IN² OK 4#5's EA. FACE Page 33 of 36 ANCHOR ROD EMBEDMENT: PER AISC'S BASE PLATE AND ANCHOR ROD DESIGN GUIDE, PAGE 23, WE WILL DEVELOP THE RODS BY LAPPING THEM WITH THE VERTICAL REINFORCEMENT. FOR #6 BARS AND SMALLER Ld=(60000/25/f'c^.5)db FOR LARGER BARS USE Ld=(60000/20/f'c^.5)db ANCHOR ROD SPACING= 14 IN. FOOTING WIDTH= 48 IN. DISTANCE FROM A.R. TO VERT. REINF.= 13.31 FAILURE PLANE AT VERT. REINF.= 8.88 IN. ABOVE BOLT HEAD DEVELOPMENT LENGTH OF REINF.= 30.00 IN. COVER AT TOP OF FOOTING = 2 IN. EMBEDMENT OF ANCHOR ROD= 40.88 IN. USE: 42" Page 34 of 36 PEYTON-TOMITA & ASSOCIATES PROJECT: CANOPY JOB NO. STANDARD DATE: 26-Dec-19 LAST RIB CHECK: FASCIA WT.= 15.00 PLF LIVE LOAD= 51.90 PSF RIB LOAD= 51.60 PLF SPAN= 8.00 FT MOMENT= 295.86 FT-LBS RIB CAP.= 430.04 FT-LBS NO REIN. REQ'D REIN. CAP.= 0.00 FT-LBS NA TOTAL CAP.= 430.04 FT-LBS OK FLG. STAY CHECK: L2x2 CAP.= 1.79 K TENSION SCREW CAP.= 0.457 K SHEAR # SCREWS= 2 MOMENT= 44.22 FT-K DEPTH= 14.00 IN. FLG. FORCE= 37.90 K 2%*FLG. F= 0.76 K STRAP T= 0.54 K STRAP OK SCREW V= 0.27 K SCREWS OK Page 35 of 36 PEYTON-TOMITA & ASSOCIATES PROJECT: CANOPY JOB NO. STANDARD DATE: 26-Dec-19 DECK CLIP THE CLIP IS A 2 1/2" LONG, 3/16" THICK CHANNEL WITH A 1/2" DIA. A307 BOLT. THE CLIP FITS UNDER THE DOUBLED LIP OF THE TWO ADJOINING DECK RIBS. MAXIMUM DECK RIB LOAD (P)= 0.603 K CLIP CAPACITY= 0.700 K OK DEAD LOAD= 43.31 PLF LIVE LOAD= 408.61 PLF USE HEAVY DUTY CLIPS Page 36 of 36 exp.1-22-21 12-26-19 exp.1-22-21 12-26-19 1621114th Avenue SE, Suite 219 • Bellevue, WA 98004 • www.SAFEbuilt.com SPECIAL INSPECTION AND TESTING AGREEMENT In accordance with International Building Code Chapter 17, where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner's agent shall employ one or more WABO Certified Special Inspectors to provide inspections during construction. Applicant's Saybr Contractors, Inc. Phone (253} 531-2144 E-Mail agrindle@saybr.com Name Primary Amanda Grindle Phone (253) 533-2382 E-Mail agrindle@saybr.com Contact Project Tax ID R + L Carriers Fuel System Installation Name Number Project Site 19223 68th Drive NE Install fuel system and canopy. Description Address Arlington, WA 98223 Before a permit can be issued: The owner, Architect or Engineer of Record acting as the owner's agent, shall complete (2) copies of this agreement, including the required acknowledgements, and attach structural tests and inspection schedules. A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures. Approval of Special Inspectors: Special Inspectors shall be approved by the Building Official prior to performing duties. SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE. THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE: 1. DUTIES AND RESPONSIBILITES OF SPECIAL INSPECTOR a. Observe Work: The Special Inspector shall observe the work for conformance with SAFEbuilt approved {stamped) design drawings and specifications and applicable workmanship provisions of the IBC, the Architect/Engineer-reviewed shop drawings and/or placing drawings may be used only as an aid to inspection. b. Report Non-Conforming Items: The Special Inspector shall bring non-conforming items to the attention of the contractor and note all such items in the daily report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the Special Inspector shall immediately notify SAFEbuilt by telephone 425-888-7643 or in person, and notify the project Architect or Engineer. c. Furnish Daily Reports: Each Special Inspector shall complete and sign an inspection report for each day's inspections TO REMAIN AT THE JOB SITE WITH THE CONTRACTOR for review by the Building Official. d. Furnish Weekly Reports: The Special Inspector or agency shall furnish weekly reports of tests and inspections directly to SAFEbuilt, project Architect/Engineer, and others designated. These reports must include the following: • Description of daily inspections and test made, with applicable locations. • Listing of all non-conforming items. • Report on how non-conforming items were resolved or unresolved, as applicable. • Itemize all changes authorized by the Architect/Engineer of Record and Building Official if not included in non-conformance items. e. Furnish Final Report: The Special Inspector of inspection agency shall submit a final signed report to SAFEbuilt stating that all items requiring special inspection and testing were fulfilled and reported, and to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in inspection coverage {i.e., missed inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in this report. 2. CONTRACTOR RESPONSIBILITIES a. Notify the Special Inspector: The Contractor is responsible for notifying the Special Inspector or agency regarding individual inspection items on the summary schedule and as noted on the SAFEbuilt approved plan as specified by the Architect and/or Engineer of Record. b. Provide Access to Approved Plans: The Contractor is responsible for providing the Special Inspector access to approved plans at the job site. c. Retain Special Inspection Records: The Contractor is also responsible for retaining at the job site all Special Inspection records submitted by the Special Inspector and providing these records for review by SAFEbuilt upon request. 3. BUILDING OFFICIAL RESPONSIBLITIES a. Approve Special Inspector: SAFEbuilt shall approve all Special Inspectors and inspection requirements. b. Monitor Special Inspection: Work requiring special inspection and the performance of special inspectors shall be monitored by the Building Official. His/her approval must be obtained prior to placement of concrete or similar activities in addition to that of the special inspector. c. Issue Certificate of Occupancy: The Building Official may issue a Certificate of Occupancy after all special inspection reports and the final report have been submitted and accepted. 4. OWNER RESPONSIBILITIES a. Funding: The project owner, Architect or Engineer of Record acting as the owner's agent shall fund the special inspection services. 5. ARCHITECT OR ENGINEER OF RECORD RESPONSIBLITIES a. Drawings: The Architect or Engineer of Record shall include special inspection requirements on the design drawings and specifications. b. Schedule Inspections: Provide a summary schedule of required inspections which would outline frequency of inspections for items which may require multiple inspections which may include but are not limited to concrete and grout testing, compaction and testing of backfill and/or road beds as recommended by the geo-tech engineer and structural welding as work progresses. SPECIAL INSPECTION AND STRUCTURAL OBSERVATION ITEMS REQUIRED BY CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE Indicate items requiring special inspection, structural testing or structural observations by checking the appropriate box: '21° STRUCTURAL STEEL (IBC 1705.2.1 & IBC 1705.12.1) 11 STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL {IBC 1705.2.2) [l CONCRETE CONSTRUCTION (IBC 1705.3) 11 MASONRY CONSTRUCTION (IBC 1705.4) 0 WOOD CONSTRUCTION (IBC 1705.5, IBC 1705.11.1 & IBC 1705.12.2) 11 SOILS CONSTRUCTION (IBC 1705.6) 11 DRIVEN DEEP FOUNDATIONS (IBC 1705.7) 0 CAST-IN-PLACE DEEP FOUNDATIONS (IBC 1705.8) I] HELICAL PILE FOUNDATIONS (IBC 1705.9) LI SPRAYED FIRE-RESISTANT MATERIALS (IBC 1705.14) 17 MASTIC & INTUMESCENT FIRE-RESISTANT COATINGS (IBC 1705.15) D EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (IBC 1705.16) 17 FIRE-RESISTANT PENETRATIONS AND JOINTS (IBC 1705.17) Only required for high-rise buildings or those assigned to Risk Category Ill or IV per /BC Table 1604.5. n SMOKE CONTROL (IBC 1705.18) 11 ARCHITECTURAL COMPONENTS (IBC 1705.12.5) n PLUMBING, MECHANICAL & ELECTRIAL COMPONENTS (IBC 1705.12.6) Only required for buildings located within Seismic Design Category D, E or F. LI SEISMICALLY ISOLATED SYSTEMS (IBC 1705.12.8) LJ SPECIAL CASES {IBC 1705.1.1) Material alternatives or unusual design applications. I I MISCELLANEOUS AREAS - These inspections may be recommended by the Architect/Engineer or Record and are to be approved by SAFEbuilt. ACKNOWLEDGEMENTS I have read and agree to comply with the Terms and Conditions of this Agreement. - --- -------- ---, Owner Signature '---- - /4:::::::.-=--~ ----- ~ ----· ---- - Date ·-1 Contractor Print Name David L £._rause. !:>r~ . M~nager, Coast Constructio~ Gr~ur?_: Contractor Signature / __. J r. -'- ) 1---- - - ----------l_::i__/-~ ; _ I --- .---->===::- \..., Date January 28, 2020 Submit w11lte11 Stnlernent of Responsibility in accordance with IB( Section 1704.4. ,-- Special Inspector Print Name l ---- -- _____ __j Special Inspector Signa!_ure ~ Date U::,2,...0 . ( , , \ -· --· --·-. -- ... -- - Submit WABO C.ertif1cat1on for special inspection agency and inspec.tor~, (or) Submit special in~pection agency documentation tor Building Official approval. Name of Special Inspectors Scope of Work. Submit copies of inspector certifications provided for each di~c1pltne. Washington Association ~··,_Jof ·11 Building Officials ~ ~; I ' Special Inspection Agency Certificate of Registration GeoTest Services, Inc. Arlington, Washington The premise of the Washington Association of Building Officials (WABO) special inspection registration program is that the "special inspector" referred to in the State Building Code is a quality control organization with management and supervisory personnel, special inspectors and laboratory technicians, and the appropriate equipment and facilities to conduct special inspection and material testing in accordance with those standards stipulated in the State Building Code. Types of Work RC REINFORCED CONCRETE PC PRESTRESSED CONCRETE SC SHOTCRETE SM STRUCTURAL MASONRY SSB STRUCTURAL STEEL AND BOLTING SW STRUCTURAL WELDING FP SPRAY-APPLIED FIRE-RESISTIVE MATERIALS PA PROPRIETARY ANCHORS The agency name on this Certificate of Registration has, as prescribed in the State Building Code, demonstrated competence to the satisfaction of the building official specifying the services of a WABO registered special inspector, by qualifying for registration as an agency, as prescribed in the WABO Agency and Inspector performance Qualification Standard No. 1701 for the particular type(s) of work listed above. April 1, 2020 ~~~ EXPIRATION DATE EXECUTIVE DIRECTOR Washington Association of Building Officials P. O. Box 7310, Olympia, WA 98507 360-628-8669 www.wabo.org REGISTERED SPECIAL INSPECTOR JOEL S MORDER 20225 CEDAR VALLEY RD, STE 110 LYNNWOOD WA 98036 ID Number: Expires: October 1, 2020 SI 02035 RENEW ON OR BEFORE EXPIRATION DATE Valid only when certificate holder is employed by a WABO Registered Agency. RC REINFORCED CONCRETE PA PROPRIETARY ANCHORS Types of Work Registered This card is the property of WABO Washington Association of Building Officials P. O. Box 7310, Olympia, WA 98507 360-628-8669 www.wabo.org REGISTERED SPECIAL INSPECTOR LOGAN SENRUD 6311 216TH ST SE WOODINVILLE WA 98072 ID Number: Expires: October 1, 2020 SI 01751 RENEW ON OR BEFORE EXPIRATION DATE Valid only when certificate holder is employed by a WABO Registered Agency. RC REINFORCED CONCRETE SC SHOTCRETE SM STRUCTURAL MASONRY SSB STRUCTURAL STEEL AND BOLTING SW STRUCTURAL WELDING LW LATERAL WOOD CF COLD-FORMED STEEL FRAMING PA PROPRIETARY ANCHORS Types of Work Registered This card is the property of WABO Washington Association of Building Officials WABO Reciprocal Special Inspector Certificate of Registration TIMOTHY J. MARTIN Types of Work: SC SHOTCRETE LW LATERAL WOOD CF COLD-FORMED STEEL FRAMING PA PROPRIETARY ANCHORS FS FIRE-RESISTANT PENETRATIONS AND JOINTS / ID Number: WABO 3253 Expiration Date January 1, 2021 ••••••••••••••••••••••••••••••••••••• A WABO Special Inspection Reciprocal Inspector Certificate of Registration is valid for three years and should be renewed prior to its expiration date. It is your responsibility to maintain a current WABO Certificate of Registration. Renewals must be postmarked before the expiration date. Certificate of Registrations not renewed prior to the expiration date will be considered void and require reinstatement within sixty (60) days of the expiration date. (Reinstatement of an expired Certificate of Registration requires an additional $20 late fee). Certificate of Registrations not reinstated will require submittal of an Initial Application form, along with appropriate fees and an interview. Certificate valid only when certificate holder is employed by a WABO Registered Agency. Washington Association of Building Officials P. 0 . Box 7310, Olympia, WA 98507 360-628-8669 • www.wabo.org REGISTERED SPECIAL INSPECTOR TIM J. MARTIN 18026 MCELROY RD ARLINGTON WA 98223 ID Number: Expires: April 1, 2020 S101516 RENEW ON OR BEFORE EXPIRATION DATE ......... ____ - ---• - -. Valid only when certificate holder is employed by a WABO Registered Agency. RC REINFORCED CONCRETE PC PRESTRESSED CONCRETE SC SHOTCRETE SM STRUCTURAL MASONRY SSB STRUCTURAL STEEL AND BOLTING SW STRUCTURAL WELDING FP SPRAY-APPLIED FIRE-RESISTIVE MATERIALS • LW LATERAL WOOD CF COLD-FORMED STEEL FRAMING PA PROPRIETARY ANCHORS FS FIRE-RESISTANT PENETRATIONS AND JOINTS • • This card is the property of WABO _ .. _ ; ------.. _.........,.. ...----- -