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19118 63rd Avenue NE_BLD1801_2026
a GITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:19118 63rd Ave NE Permit#:1801 Parcel#:3101500401201 Valuation: 16000.00 OWNER APPLICANT CONTRACTOR Name:Arlington Municipal Airport Name:Jerrie Inman Name:SPANE BUILDINGS INC. Address: 18204 59th Drive NE Address:19118 63rd Ave NE Address: 1611 Buck Way City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Mount Vernon,WA 98273 Phone:360-403-3470 Phone:425-269-8276 Phone:425-259-6071 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: 0 OCC GROUP: S2 BUILDINGS: 0 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 re orted on your sales tax return form odedpty f Arlington#3101, Signature Print Name - )ate eleased By ate CONDITIONS Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 10/30/2018 Building Permit Fee $381.79 10/30/2018 Building Plan Review Fee $248.16 10/30/2018 Processing/Technology Fee $25.00 10/30/2018 State Surcharge-Commercial $25.00 Total Due: $679.95 Total Payment: Balance Due: 5679.95 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 J �� -f Y Permit Information Date 1/8/2018 Permit Number 1801 Project Name Arlington Community Food Bank Applicant Name Jerrie Inman Applicant Address 19118 63rd Ave NE City,State,Zip Arlington,WA 98223 Contact Jerrie Inman Phone 425-269-8276 Email jerri.inman@comcast.net Permit Type Tenant Improvement Site Address 19118 63rd Ave NE Valuation 16000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use Warehouse storage loft Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 3101500401201 19118 63rd Avenue NE Arlington Municipal Airport �360-403-3470 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# SPANE BUILDINGS INC. 425-259-6071 CONTRACTOR 1-abor and Industries 13PANEBI141JD Review Date Type Description Target Date Completed Date Assigned To Status 1/8/2018 Commercial T.I. 1/16/2018 (Kevin Olander In Review 1/8/2018 Commercial T.I. 1/16/2018 IPW Admin Rev In Review 1/8/2018 Commercial T.I. 1/16/2018 IPW-Sew-Rev In Review 1/8/2018 Commercial T.I. 1/16/2018 IPW-Wat-Rev In Review Notes Date Note 1/8/2018 (Need signature on Application Uploaded Files Upload File Date File Uploaded B 1/8/2018 5:18:36 PM 1801 Application.pdf Foster,Kristin x 1/8/2018 5:18:35 PM 1601 Structural Calcs.pdf Foster,Kristin x 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: pCjCommercial Remodel ( ) Commercial Addition k Tenant Improvement Project Address: �� I LD�� d I�e-K� � /10�W ` Parcel D# �3 IC)SI S D1)4 01 c -o :] Project Description: _AM(' _[L_Wur_ Legal Description: OtV i-rvt- uf- U l9 I Project Valuation: Owner: 44Y_ -)O amK Ui -Lh, Euvi Phone Number: (LIDO 2(p — g,2 I tc Address: I cl 1 W Of-If 3 r AV� E City: State: Dj� Zip Code: Contact Person: OfIf(1 p`�t � Phone Number: J25 OR— Cell Phone: E-mail: ►2r Cfl dP• Address: I I$ f�3 1J� City:���11,-�1s�/1 State: Zip Code: q H2 Contractor: �� jl tal �� �1yC J — Phone Number: Address: ��� 1b11ACiK__ WGta City: V V P .Ue,V_P. State: Wh— Zip Code: Contractor's License Number: SPP'1)f✓ BT_ 1 41 0-D Expiration_ f 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 `fi I 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 AVI t� Q iW W-Oftu_Lnald �__04 Fja^)1/- Site Address �� �g �03rd�M'� Bldg./Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use WOJU .0LLalfylA- d Building Square Footage U Number of Stories Square Footage per Floor _ 4 _ � = CP 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 Print Applicants Name Date FOR STAFF USE ONLY Received JWI WJAN 0 8 ?_018 Permit# Acc ted By Amount Received Receipt# Date Received REV 2015 Page 7 of 7 I 1 Building Permit Submittal Requirements REQUIRED C N i N Q O o L) a� E '� N rn E 3 = a L 5 N N N U N N R ,� ` W lL V C a N a s E 2 O E c a 0 CO L) 0 a0 = a a0i a 11 CL FL Q W a a C%4 U • New Building ■ ■ ■ ■ ■ ■ • • I • Addition ■ ■ ■ ■ ■ ■ Multi-Family ■ ■ ■ ■ ■ ■ . • • • Change of Use ■ ■ ■ ♦ ■ Interior Remodel (T.I.) ■ ■ ■ Demolition'/Mist. ■ ■ Plumbing ■ ■ ■ ■ Mechanical ■ ■ ■ ♦ ■ ■ Fire Safety Systems ■ ■ ■ ■ ■ New Dwelling ■ ■ ■ ■ ■ ♦ ■ ■ Accessory Structures ■ ■ ■ Additions/Decks ■ ■ ■ Plumbing ■ ■ ■ Mechanical ■ ■ ■ ■ Structural Re-Roof ■ ■ Re-Roof ■ Demolition'/Mist. ■ ■ Haz-Mat Storage (App. A) ■ ■ Haz-Mat Activities (App. B) ■ ■ Pyrotechnics (App. C) ■ ■ Tank Removal (App. D) ■ ■ Tent Structures (App. E) ■ ■ Special Event (App. F) ■ ■ ■ = Required • = Required as a Deferred Submittal (deferred submittals require licensed contractor) ♦ = Required if Applicable 1 = Demolition projects may require asbestos survey and abatement per DOE 2 =Only 2 sets of plans are required for residential submittals Washington State Energy Code: http://www.enerey.wsu.edu/BuildingEfficiency/EnergyCode.aspx#EnergvCodeWorksheets i COMMERCIAL REMODEL PERMIT APPLICATION N 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 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 Pre App Appointment Request. I acknowledge that all items designated above are Included as part of this application. REV 2015 Page 1 of 7 .. ,� I I I f COMMERCIAL REMODEL I o� PERMIT APPLICATION N 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) Washinqton State Amendments 1. WAC 51-50 Washington State Building Code 2. WAG 51-51 Washington State Residential Code 3. WAG 51-52 Washington State Mechanical Code 4. WAG 51-54 Washington State Fire Code 5. WAG 51-56&51-57 Washington State Plumbing Code and Standards 6. WAG 51-11 Washington State Energy Code 7. WAG 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 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&I RC 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 E t GAN 0 COMMERCIAL REMODEL eN��o~ 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. ❑ t 1� 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 La)C 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 i �' COMMERCIAL REMODEL PERMIT APPLICATION NG 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 I 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@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 11-t I • • City of Arlington Community • / • 11 Development March 3, 2018 Arlington Community Food Bank 19118 63rd Avenue NE Arlington,WA 98223 Dear Ms. Inman, The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: • Please submit 2 sets of revised construction documents containing the requested information or plan revisions with all revisions clouded or otherwise identified. • Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail,specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH TUIE REVISED PLAN SUBMITTAL • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp,signature,registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. In order to keep your permit in an"Active"status,please respond within 60 days. For questions about the required information please contact Kevin Olander at 360-403-3433 or kolander@arlingtonwa.gov. Sincerely, Kevin Olander Combination Inspector f� ,. r I 2015 IBC: 1. The upper landing does not meet the minimum headroom requirements of 80"per the IBC Section 1011.3. Please revise location of stairs to meet minimum headroom requirements. See attached IBC 1011.3 2. The chain guards at mezzanine edge do not meet the minimum requirements per the IBC Section 1015.4 Exception 4. Please revise to meet maximum allowable openings. See attached IBC 1015.4(4) a MEANS OF EGRESS shall have a side-hinged swinging door that conforms to walking surface of the winder. Where winders are adjacent Section 1010.1 within 50 feet(15 240 mm). within the flight, the point of the widest clear stair width of the adjacent winders shall be used. SECTION 1011 1011.5 Stair treads and risers. Stair treads and risers shall STAIRWAYS comply with Sections 1011.5.1 through 1011.5.5.3. 1011.1 General. Stairways serving occupied portions of a 1011.5.1 Dimension reference surfaces.For the purpose building shall comply with the requirements of Sections of this section, all dimensions are exclusive of carpets, 1011.2 through 1011.13.Alternating tread devices shall com- rugs or runners. ply with Section 1011.14. Ships ladders shall comply with 1011.5.2 Riser height and tread depth. Stair riser Section 1011.15.Ladders shall comply with Section 1011.16. heights shall be 7 inches(178 mm)maximum and 4 inches Exception: Within rooms or spaces used for assembly (102 mm) minimum. The riser height shall be measured purposes,stepped aisles shall comply with Section 1029. vertically between the nosings of adjacent treads. Rectan- •► gular tread depths shall be 11 inches (279 mm) minimum * 1011.2 Width and capacity.The required capacity of stair- measured horizontally between the vertical planes of the ways shall be determined as specified in Section 1005.1, but foremost projection of adjacent treads and at a right angle the minimum width shall be not less than 44 inches (1118 to the tread's nosing. Winder treads shall have a minimum mm). See Section 1009.3 for accessible means of egress tread depth of 11 inches (279 mm) between the vertical stairways. planes of the foremost projection of adjacent treads at the Exceptions: intersections with the walkline and a minimum tread depth of 10 inches(254 mm)within the clear width of the stair. 1. Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches (914 Exceptions: mm). 1. Spiral stairways in accordance with Section 2. Spiral stairways as provided for in Section 1011.10. 1011.10. ~ Stairways connecting stepped aisles to cross 3. Where an incline platform lift or stairway chairlift is 2. use the to installed on stairways serving occupancies in Group riser/tread dimension in Section aisles or concourses shall be permitted to R-3, or within dwelling units in occupancies in 1029.13.2. Group R-2, a clear passage width not less than 20 3. In Group R-3 occupancies; within dwelling units inches (508 mm) shall be provided. Where the seat in Group R-2 occupancies; and in Group U occu- and platform can be folded when not in use,the dis- pancies that are accessory to a Group R-3 occu- tance shall be measured from the folded position. pancy or accessory to individual dwelling units in 1011.3 Headroom. Stairways shall have a headroom clear- Group R-2 occupancies; the maximum riser height shall be 7 ance of not less than 80 inches (2032 mm) measured verti- /4 inches (197 mm); the mini- cally from a line connecting the edge of the nosings. Such mum tread depth shall be 10 inches (254 mm); headroom shall be continuous above the stairway to the point the minimum winder tread depth at the minimum where the line intersects the landing below, one tread depth shall r 10 inches hall mm); and the minimum beyond the bottom riser. The minimum clearance shall be winder tread depth shall es 6 inches in mm).A maintained the full width of the stairway and landing. nosing projection not less than /4 inch (19.1 mm)but not more than 1 /4 inches (32 mm) shall Exceptions: be provided on stairways with solid risers where 1. Spiral stairways complying with Section 1011.10 the tread depth is less than 11 inches(279 mm). are permitted a 78-inch(1981 mm)headroom clear- 4. See Section 403.1 of the International Existing ance. Building Code for the replacement of existing 2. In Group R-3 occupancies; within dwelling units in stairways. Group R-2 occupancies; and in Group U occupan- 5. In Group I-3 facilities, stairways providing cies that are accessory to a Group R-3 occupancy or access to guard towers, observation stations and accessory to individual dwelling units in Group R-2 control rooms,not more than 250 square feet(23 occupancies; where the nosings of treads at the side mz) in area, shall be permitted to have a maxi- of a flight extend under the edge of a floor opening mum riser height of 8 inches (203 mm) and a through which the stair passes, the floor opening minimum tread depth of 9 inches(229 mm). shall be allowed to project horizontally into the 1011.5.3 Winder treads. Winder treads are not permitted required headroom not more than 4/4 inches (121 in means of egress stairways except within a dwelling unit. mm). 1011.4 Walkline.The walkline across winder treads shall be Exceptions: concentric to the direction of travel through the turn and 1. Curved stairways in accordance with Section located 12 inches (305 mm)from the side where the winders 1011.9. are narrower.The 12-inch(305 mm)dimension shall be mea- 2. Spiral stairways in accordance with Section sured from the widest point of the clear stair width at the 1011.10. 268 2015 INTERNATIONAL BUILDING CODE® .1 � - MEANS OF EGRESS J7. In assembly seating areas at cross aisles in actor- 2. The triangular openings at the open sides of a stair, dance with Section 1029.16.2. formed by the riser, tread and bottom rail shall not 1015.2.1 Glazing.Where glass is used to provide a guard allow passage of a sphere 6 inches (152 mm) in or as a portion of the guard system, the guard shall com- diameter. ply with Section 2407. Where the glazing provided does 3. At elevated walking surfaces for access to and use of not meet the strength and attachment requirements of Sec- electrical, mechanical or plumbing systems or tion 1607.8, complying guards shall be located along equipment, guards shall not have openings that glazed sides of open-sided walking surfaces. allow passage of a sphere 21 inches (533 mm) in 1015.3 Height. Required guards shall be not less than 42 diameter. inches(1067 mm)high,measured vertically as follows: 4. In areas that are not open to the public within occu- 1. From the adjacent walking surfaces. panties in Group I-3, F, H or S, and for alternating tread devices and ships ladders, guards shall not 2. On stairways and stepped aisles,from the line connect- have openings that allow passage of a sphere 21 ing the leading edges of the tread nosings. inches(533 mm)in diameter. 3. On ramps and ramped aisles, from the ramp surface at 5. In assembly seating areas,guards required at the end the guard. of aisles in accordance with Section 1029.16.4 shall Exceptions: not have openings that allow passage of a sphere 4 1. For occupancies in Group R-3 not more than three inches (102 mm) in diameter up to a height of 26 stories above grade in height and within individual inches (660 mm). From a height of 26 inches (660 dwelling units in occupancies in Group R-2 not mm) to 42 inches (1067 mm) above the adjacent more than three stories above grade in height with walking surfaces, guards shall not have openings separate means of egress, required guards shall be that allow passage of a sphere 8 inches (203 mm)in not less than 36 inches(914 mm)in height measured diameter. vertically above the adjacent walking surfaces or 6. Within individual dwelling units and sleeping units adjacent fixed seating. in Group R-2 and R-3 occupancies, guards on the 2. For occupancies in Group R-3,and within individual open sides of stairs shall not have openings that dwelling units in occupancies in Group R-2,guards allow passage of a sphere 4% (111 mm) inches in on the open sides of stairs shall have a height not diameter. less than 34 inches (864 mm) measured vertically 1015.5 Screen porches.Porches and decks that are enclosed from a line connecting the leading edges of the with insect screening shall be provided with guards where the treads. walking surface is located more than 30 inches (762 mm) 3. For occupancies in Group R-3,and within individual above the floor or grade below. dwelling units in occupancies in Group R-2, where 1015.6 Mechanical equipment, systems and devices. the top of the guard also serves as a handrail on the Guards shall be provided where various components that open sides of stairs,the top of the guard shall be not require service are located within 10 feet(3048 mm)of a roof less than 34 inches (864 mm) and not more than 38 edge or open side of a walking surface and such edge or open inches (965 mm) measured vertically from a line side is located more than 30 inches(762 mm)above the floor, connecting the leading edges of the treads. roof or grade below. The guard shall extend not less than 30 I 4. The guard height in assembly seating areas shall inches (762 mm) beyond each end of such components. The comply with Section 1029.16 as applicable. guard shall be constructed so as to prevent the passage of a 5. Along alternating tread devices and ships ladders, sphere 21 inches(533 mm)in diameter. guards where the top rail also serves as a handrail Exception: Guards are not required where permanent fall shall have height not less than 30 inches (762 mm) arrest/restraint anchorage connector devices that comply and not more than 34 inches (864 mm), measured with ANSI/ASSE Z 359.1 are affixed for use during the vertically from the leading edge of the device tread entire roof covering lifetime.The devices shall be reevalu- nosing. ated for possible replacement when the entire roof cover- ing is replaced. The devices shall be placed not more than 1015.4 Opening limitations.Required guards shall not have 10 feet(3048 mm)on center along hip and ridge lines and openings that allow passage of a sphere 4 inches(102 mm)in placed not less than 10 feet(3048 mm)from the roof edge diameter from the walking surface to the required guard or open side of the walking surface. height. 1015.7 Roof access.Guards shall be provided where the roof Exceptions: hatch opening is located within 10 feet(3048 mm) of a roof 1. From a height of 36 inches (914 mm) to 42 inches edge or open side of a walking surface and such edge or open (1067 mm), guards shall not have openings that side is located more than 30 inches(762 mm)above the floor, allow passage of a sphere 43/8 inches (111 mm) in roof or grade below. The guard shall be constructed so as to diameter. 2015 INTERNATIONAL BUILDING CODE® 275 _ '.4 L MADRONA E N G I N E E R I N G Structural Analysis Arlington Food Bank Loft 19118 63rd Ave NE Arlington, WA Prepared for: Spane Buildings, Inc. 1611-Buck Way Mount Vernon, WA 98273 FF � o � OICE COPY 1786 Received 70NAL SEP 21 2018 December 6, 2017 Revised September 18, 2018 l 1 Madrona Engineering, LLC • 2211 N. Nugent Rd. #42 • Lummi Island, WA 98262 Voice/Text: (360) 510-0480 • MadronaEngineering.com Craig@MadronaEngineering.com r?vurtr•, h,rr�u I tl�4 M• w Arlington SY� ? 530 600 zi1H 9� P Portage Creek Wtldlile Re"Orve �19118 63rd Avenue Northeast Adingloo Munwipal n n port Vicinity Map (Image courtesy of Google Maps) 00 / \ 3 � � \ / d § r » 4 _ LLB � \ % 5CL w \ @ & C2/ a ® � £a za 02 7 % m w CL � \ k \ 2\ . a . 2 a\ F- \ K � « / J ;« m »/ � 2 7W2 % 2 \ � - \ rF- -tog . / � k.: ` ` Rik Q m COR a_ Bw Q / 2 El � _ ke - / u 0 LLI 66 ' a '® \ C"M \ § $ F jz ° R 2 § e � 2f C-) 2 © G ® ~ I � � k7« � § ccam A ZLL0 \ _\ / / co 0 6 2 CD , 2 w � mm / \ CD 2 3 \ 7 . (U \ § - $ k of §\ c Lu as ; / . ® W /J - k d 7f f f z «- c, ; 2 k�_ zfc6 13 E % f o)� f� 2IR LU ) aM C � _ /f > < �CZ # - cx ` a } $ .U) 4 m� /L $(L 2 ]]D aJ ZM Cf) ] � � f I ƒ3 Structural Analysis September 18,2018 Arlington Food Bank Loft Madrona Engineering,LLC Page 5 of 11 33'-0" Existing F�New Support Ohd Post For Beam (2)202 DF#2 Ledgers, N Stacked Vertically One on Top of the Other. See Section A N_ K 11-7/8'TJ1360 Woists jg l6'O.C. m MIU137111 Or Equivalent Hanger C k fDN c Nylon Netting Between N m Posts See Section(B) J LL N Proposed 404 SF Loft For Food Storage 6 125 PSF Live Load 6'-5' 6'-8" 3 0 W +42"Safety h Typ- Wall Typ. Da Land'g q a Y Land'g q T U4@6,M' a +42"Safety Railing Typ. 16'-9" T-5" 5'-10' 6'-6" LSection(A) T Existing 6x6 Post SIN Note: Existing 5"Concrete Slab L LLDOR PLAN NTS Diagonal=60'-0" Floor Area=1728 S.F. Structural Analysis September 18,2018 Arlington Food Bank Loft Madrona Engineering,LLC Page 6 of 11 Beam #1 Section Properties Adiustment Factors Width (b) = 5.5 in Size Factor 1.00 Depth (h) = 12.00 in Repetitive Member 1.00 Span (L) = 12.00 ft Duration of Load 1.00 Cantilever (C) = 0.0 ft Wet Use Factor 1.00 Allowable Shear Stress (fv) = 180 psi Incising Factor 1.00 Allowable Bending Stress (fb) = 2400 psi Modulus of Elasticity (E) = 1.8 x106 Applied Loads Evenly Distributed Load (w) = 1090.8 plf Floor Live Load, Lo, psf: 125 Point Load (P) = 0.0 lb Floor Dead Load, psf: 15 distance from support (a) = 0.00 ft Shear (V) Distributed Load (Vw) = w(L-2d)/2 = 5454.2 lb End Reaction = wL/2 + P(a/L) = 6545.0 lb Point load (Vp) = P(L-a)/L = 0.0 lb Cantilever 0.0 lb Total Controlling Shear` 6545.0 lb Bending Moment (M) Distributed Load (Mw) = (wL2V8 = 19635.0 ft-lb Point Load (Mp) = Pab/L = 0.0 ft-lb Cantilever 0.0 ft-lb Total Controlling Moment 19635.0 ft-lb Results Area (A) Required = 1.5V/f'v 54.5 in Available = bh 66.0 in Section Modulus (S) Required = 12M/f'b 98.2 in Available = bh2/6 132.0 in Moment of Inertia (1) Reauired = 22.4WL4/(E x delta) 703.7 in Available = bh3/12 792.0 in Deflection Actual 0.36 in Allowable (L/360) 0.40 in USE 5-1/2 x 12" 24F-V4 GLB Fasten to posts per"Beam to Post Connection Detail" Structural Analysis September 18,2018 Arlington Food Bank Loft Madrona Engineering,LLC Page 7 of 11 Floor Joists Section Properties Description: 11-7/8" TJI 360 Max Resistive Moment 6180 ft-lb El 4.19.E+08 in2-Ib Max Vertical Shear 1705 lb Member Depth (d) 11.875 in Load Conditions Max Clear Span (L) 15.58 ft Allowable Deflection (L/240) 0.78 in Cantilever 0.00 ft Joist Spacing 16 in O.C. Live Load (125 psf) 166.7 plf Dead Load (15 psf) 20.0 plf Total Load (w) 186.7 plf Point Load (P) = 0 lb distance from support (a) = 0 ft Shear (V) Distributed Load (V,,) = w(L-2d)/2 = 1270 lb Point load (Vp) = P(L-a)/L = 0 lb Total Controlling Shear 1270 lb End Reaction = wL/2 1454 lb < 1705 OK Bending Moment (M) Distributed Load (Mw) _ (wL2)/8 = 5666 ft-lb Point Load (Mp) = Pab/L = 0.0 ft-lb Cantilever (Mc) = wl 0 ft-lb Total Controlling Moment 5666 ft-lb < 6180 OK Deflection (D) D = (22.5wL4/EI) + (2.67wL2/d x 10) 0.67 in O.C. < 0.78 OK USE 11-7/8" TJI 360 @ 16" O.C. Fasten to beam & ledger w/ Simpson MIU2.37/11 or equivalent 1-joist hanger SECTION 1: 91h"-16" TJI® JOISTS This section contains design information for 91/2"-16"deep Trus Jolst®TJI®joists. These standard-size TJI®joists are readily available through your local Weyerhaeuser dealer or distributor. Offered with the flange sizes shown below,they come in lengths up to 60'(in 1'increments). IH" Design Properties (100%Load Duration) �-1 r Basic Properlies Reaction Properties ly"-llh,� W Maximum Maximum , 3'h"Intermediate 5W Intermediate 11%" ® Joist ResistJoist Only 1/4"End 31/2"End Reaction(Ibs) Reaction(Ibs) ah' Depth Tll Weight Momeot�e> El x 106 Vertical Reaction Reaction 14` (Ibs/ft) (ft Ihs) (in.Z-Ihs) (Ihs) (Ibs) (Ibs) No Web With Web No Web With Web 16" Stiffeners Stiffeners(z) Stiffeners Stiffenersrzj 110 2.3 2,500 157 1,220 910 1,220 1,935 N.A. 2,350 N.A. TJI® 110 joists 9h" 210 2.6 3,000 186 1,330 1,005 1,330 2,145 N.A. 2,565 N.A. 230 2.7 3.330 206 1,330 1,060 1,330 2,410 N.A. 2.790: N.A. L-y 2Vis" 110 2.5 3,160 267 1,560 910 1,375 1,935 2,295 2.350 2,705 210 2.8 3,795 315 1,655 1,005 1,460 2,145 2,505 2,565 _ 2,925 IW-llh" -7 117/6" 230 10 4,215 347 1,655 1,060 1,485 2.410 2,765 2,790 3,150 T- 9W 360 3.0 6180 419 1,705 1,080 1,505 2,460 2,815 3,000 3,360 " 11% _-- L_.__ 14" 560 4.0 9,500 636 2,050 1,265 1,725 3,000 1 3,475 3,455 1 3,930 1 16` 110 2.8 3,740 392 1,860 910 1,375 1,935 2,295 2,350 2,705 - 1 210 3.1 4,4JU 462 1,945 1,005 1,460 2,145 2,505 _ 2,565 2,925 Tll®210 j01StS 14" 230 3.3 4,990 509 1,945 1,060 1,485 2,410 2,765 2,790 3,150 360 3.3 7,335 612 1,955 1,080 1,505 2,460 2,815 3,000 3,360 560 4.2 11,275 926 2.390 1,265 1,725 3,000 3,475 3,455 3,930 0 r2$/rs" 110 3.0 4,280 i 535 2,145 910 1,375 1,935 2,295 2 350 2,705 1>4"-13h" Z rn -T 21 F 3.3 5,140 I 629 2,190 1,005 1,460 2,145 2,505 2,565 2,925 �- yyl. 16" 230 3.5 5,710 _�_ 691 2,190 1,060 1,485 2,410 2,765 2,790 3,150 11�" 360 3.5 8,405 1 830 2,190 1,080 1,505 2,460 2,815 3,000 3,360 6" 14" 560 4.5 12,925 1.252 -t710 1,265 1.725 3,000 3,475 3,455 3.930 1 16" (1)Caution:Do not increase joist moment design properties by a repetitive member use factor. (2)See detail W on page 27 for web stiffener requirements and nailing information. TJI®230 joists General Notes For Tll@ 110,210,230,and 3601oists I -i r25/r6' ■ Design reaction includes all loads on the joist.Design shear is computed at the A= 22.5 wL4 + 2.6/w IV, inside face of supports and includes all loads on the span(s).Allowable shear El d x 105 llr�4` may sometimes be increased at interior supports in accordance with 3/e" 14' ICC ES ESR-1153,and these increases are reflected in span tables. For UP 560 Joists 16' A=22.5 wL4 2.29 wL2 ■ The formulas at right approximate the uniform load deflection of A(inches). + El d x 105 TJI®360 joists w =uniform load in pounds per linear foot Some Tll®joist series may not be available L =span in feet �-i r3f4' TWO Joists are intended d =out-to-out depth of the joist in inches for dry-use applications in your prose Canto for In r malloWeyernaeuser El =value from table above Is/s representadrePorinPormadon. T_ 11W 146" 14' 1G` TJI®560 joists WARNING WARNING NOTES: lack of proper bracing during construction can result ee NOT walk an joists In SLr10LS accidents.Observe the folln i.n.,n guidelines..until braced. Joists are 11OURYMAYRESULE 1. All blocking,hangers,rim boards,and rim joists at the end supports of the TIPjoists must be unstable completely installed and properly nailed. braceduntil 1 2. Lateral strength,like a braced end wall or an existing deck,must be established at the ends eo Norstack laterally of the bay.This can also be accomplished by a temporary or permanent deck(sheathing) building materials on fastened to the first 4 feet of joists at the end of the bay. ntonyover Bracing Stack 3. Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in beams or walls. Blocking note 2)and to each joist.Without this bracing,buckling sideways or rollover is highly probable -Hangers under light construction loads-such as a worker or one layer of unnailed sheathing. Board4. Sheathing must be completely attached to each TJI®joist before additional loads can be 00 NOT walk on joists placed on the system. that are lying flat. -Rim Joist 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 1 ,Strut Lines 6. The flanges must remain straight within a tolerance of Y?from true alignment. . . ... Face-Mount Hangers - I-Joists Dimensions(in.) Fasteners' Allowable Loads' Actual Web Mind DF/SP Species Header SPF/HF Species Header Code Joist Size Model No.' Stiff Ga. (in.) Reqd. TWH B Max? Face Joist Uplift Floor Snow Roof Floor Snow Roof Ref. (160) (100) (115) (125) (100) (115) (125) U210 ✓ 16 1'/s 71Yis 2 - (6)1Od (6)10d x 11/2" 1,110 1,215 1,375 1,485 1,045 1,185 1,275 1 Yz x 91/2 U210 - 16 1'/s 81Y6 21/x - (16)16d (2)10d x 11/2" 230 2,305 2.615 2,820 1,980 2,245 2,425 11/2 x U210 ✓ 16 1'A6 7% 2 - (6)10d (6)1od x 11h" 1,110 1,215 1,375 1,485 1,045 1,185 1,275 111/a-11'A MIU1.56/11 - 16 1I/le 11 Me 21/x - (20)16d (2)10d x 11/2" 230 2,880 1 3,060 3,080 2,475 2,695 2,695 13/a x 91/z IUS1.81/9.5 - 18 1'/a 91/2 2 - (8)10d - 75 950 1,080 1,165 815 925 1,000 13/4 x 91/4-91/z MIU1.81/9 - 16 11%e 1 81VIe 21/z - (16)16d (2)1Od x 11h"1 230 2,305 2,615 2,820 1,980 2.245 2,425 13/a 11'/e IUS1.81/11.88 - 18 11/8a 117/e 2 - (10)10d - 75 1,185 1,345 1,455 1,020 1,160 1,250 x MIU1.81/11 - 16 11Me 11M6 21/2 1 - (20)16d (2)10dx 11/2" 230 2,880 3,135 3,135 2,475 2,695 2.695 IUS1.81/14 - 18 1'/s 14 2 Min. (12)10d - 75 1,420 1,615 1,745 1,220 1,390 1,500 13/a x 14 17A 14 2 Max. (14)10d - 75 1,660 1,885 11,980 1,425 1,620 1,705 MIU1.81/14 - 16 11416 13Y16 21/z - (22)16d (2)1od x 11/z" 230 3,170 3,530 3,550 2,725 3,090 3,335 17/s 16 2 Min. (14)10d - 75 1,660 1,885 1,980 1,425 1.620 1,705 IUS1.81/16 - 18 tv W 13/a x 16 17A 16 2 Max. (16)10d - 75 1.895 1,980 1,980 1,630 1,705 1,705 MIU1.81/16 - 16 1Ts 15V11e 21/2 - 1(24)16d (2)10d x 11h" 230 3,455 3,530 3,550 2,970 1 3,370 3,480 1 19, V 13/a x 18-20 MIU1.81/18 - 16 1"As 171/le 21/2 - (26)16d (2)10d x 11/z" 230 3,500 3,530 3,550 3,220 3,465 3,480 FL,L12 4a 0) 2 x 91/z IUS2.06/9.5 - 18 21/e 91/z 2 - (8)10d - 75 950 1 1,080 1 1,165 815 925 1,000 CO C 2 x 11'/e IUS2.06/11.88 - 18 21A 117/e 2 - (10)10d - 75 1.185 1 1,345 1 1,455 1,020 1,160 1,250 V C 18 21/e 14 2 Min. (12)10d - 75 1,420 1,615 1,745 1,220 1,390 1,500 R i 204 14 IUS2.06/14 - 18 21/e 14 2 Max. (14)10d - 75 1.660 1.885 1,980 1,425 1,620 1,705 'G 18 2A 16 2 Min. (14)10d - 75 1,660 1.95 1,980 1,425 1,620 1,705 O n 2 x 16 IUS2.06/16 J - 18 21/s 16 2 Max. (16)10d - 75 1,895 1,980 1,960 1,630 1,705 1,705 .O IUS2.06/9.5 - 18 21/s 91/2 2 - (8)10d - 75 950 1,080 1,165 815 925 1,000 i 2Yie x 91h HU2.1/9 ✓ 14 21/s 9-6 21/2 1 " O W - (14)16d (6)10d x 1/z 915 2,085 2,350 2,530 1,795 2,025 2,180 y Q. IUS2.06/11,88 - 18 21h 11 TA 2 - (10)10d - 75 1,185 1,345 1,455 1,020 1,160 1,250 C C 2Ys x 117/e MIU2.1/11 - 16 21/e 11 Me 21/x - (20)16d (2)10d x 11h"1 230 2,880 3,135 3.135 2.475 1 2,695 2,695 C O HU2.1/11 ✓ 14 21/a 11 21/2 - 1(16)16d (6)10d x 11h" 915 2,380 2,685 2,890 2,050 2,315 2,490 W V 2Ye x 14 IUS2.06/14 - 18 21/e 14 2 - (12)10d - 75 1,420 1,615 1,745 1,220 1,390 1,500 2'/e x 16 IUS2.06/16 - 18 21/e 16 2 - (14)10d 1 75 1,660 1.885 1,980 1,425 1,620 1,705 21/4 x 21/a"-wide joists use the same hangers as 2%e wide joists with the following load adjustments to the table loads: 91/2 to 20 IUS download is the lesser of the table load or 1,400 lb.;IUS uplift is 55 lb.;MIU and U downloads are the lesser of the table load or 2,140 lb. Z IUS2.37/9.5 - 18 2% 91h 2 - (8)10d - 75 950 1.080 1 1,165 815 1 925 1,000 a MIU2.37/9 - 16 2% 9 21/z - (16)16d (2)1Od x 11h" 230 2,305 2,615 2,820 1,980 2,245 2,425 0 2-a x 91h U3510/14 ✓ 16 2% 9 2 - (14)16d (6)1Od x 11h" 1,110 2,015 2,285 2,465 1,735 1,965 2,120 HU359/HUC359 14 2s/e 81-e 21/2. Min. (14)16d (6)10d x 11h" 915 2,085 2,350 2,530 1,795 2,025 2,180 ~ ✓ 14 2% 81% 21/2 Max. (18)16d (10)1 Od x 11/x" 1,895 2,680 3,020 3,250 2,305 2,605 2,800 0 o IUS2.37/11.88 - 1181 27/e 117/e 2 1 - (10)10d 1 75 1 1,185 1 1,345 1,455 1 1,020 1,160 1 1,250 MIU2.37/11 - 16 2% 111/ts 21/z 1 - (20)16d (2)10d x 11/2' 230 2,880 1 3,135 3,135 2,475 2,695 2,695 0 2�a x 11'A U3516/20 ✓ 16 2�a 10she 2 - (16)16d (6)1Od x 11h" 1.110 2,305 2,615 2,820 1,980 2,245 2,425 ✓ 14 23/8 11 Ye 21/2 Min. (16)16d (6)10d x 11h" 915 2,380 2,685 2,890 2,050 2,315 2,490 m HU3511/HUC3511 19 ✓ 14 2% 11 Ye 2Yz Max. (22)16d (10)10d x 11/2" 1,895 3,275 3,695 3,970 2.820 3,180 3,425 FL,L12 0 IUS2.37/14 - 18 Ve 14 2 Min. (12)10d - 75 1,420 1,615 1,745 1,220 1,390 1,500 01 1 2% 14 2 Max.1(14)1Od - 75 1,660 1,885 1,980 1,425 1,620 1,705 2146 x 14 MIU2,37/14 - 16 2%1131h 21/2 - (22)16d (2)10d x 11h" 230 3,170 1 3,595 3,875 2,725 3.090 3,335 U HU3514/HUC3514 V 14 2% 131h 2Y2 0(24)16d (8)10d x 11h" 1,515 2,680 3,020 3,250 2,305 2,605 2,800 ✓ 14 2% 131h 21h (12)10d x 11h" 2,015 3,570 4,030 4,335 3,075 3,470 3,735 IUS2.37/16 - 18 27hs 16 2 - 75 1,660 1,885 1,980 1,425 1,620 1,705 21A6x 16 2'/e 16 2 - 75 1,895 1,980 1,980 1,630 1,705 1,705 MIU2.37/16 - 16 2% 151/z 2M d (2)10d x 11h" 230 3,455 3,920 4,045 2.970 3,370 3,480 HU3516/22/HUC3516/22 ✓ 14 2% 141/a 21/x d (8)10d x 11/x"1 1,515 1 2,975 1 3,360 3,610 2,565 2,895 3,110 1.Uplift loads based on DF/SP lumber and have been increased for 4.Web stiffeners are required where noted in the table or when the joist top flange wind or earthquake loading with no further increase allowed.Reduce isn't supported laterally by the hanger or when supporting double 1-joists with where other loads govern.For SPF/HF use 0.86 x DF/SP uplift load. flanges less than 1 e/ie"thick. 2.Min.nailing quantity and load values-fill all round holes; 5.Allowable downloads are based on a joist bearing capacity of 750 psi. Max.nailing quantity and load values-fill all round and triangle holes. 6.Nails:16d=0.162"dia.x 3Yz"long,1 Od=0.148"dia.x 3"long, 3.Hangers sorted in order of recommended selection for best overall 1 Odx11/z"=0.148"dia.x 11/2"long.See pp.26-27 for other nail sizes and information. performance and installation value. Codes:See p.14 for Code Reference Key Chart. Structural Analysis September 18,2018 Arlington Food Bank Loft Madrona Engineering,LLC Page 10 of 11 SIMPSON HTP37Z OR HRS-416 HEAVY TIE PLATE(TYP) BEAM SIZE PER PLAN 4X6 REST POST EX POST NOTES: 1. TIE PLATES MUST BE INSTALLED ON BOTH SIDES OF THE BEAM 2. BEND TIE PLATES AS REQ'D. FOR NON-FLUSH INSTALLATION. 3. FASTEN W/ 1-1/2"TECO NAILS OR Y4"X 1-1/2"SDS SCREWS. 4. REST POST INSTALLATION MAY BE: A) BEFORE POURING SLAB: 4X6 PT, TREATED END DOWN, OR B) AFTER POURING SLAB: 4X6 HF ON SIMPSON ABA46 STAND-OFF POST BASE BEAM TO POST CONNECTION 5 NTS Structural Analysis September 18,2018 Arlington Food Bank Loft Madrona Engineering,LLC Page 11 of 11 Cross Section Of handrail To Be Min. 1-1/2" Max 2" Cont. Handrail Return Ends To Wall 11"Min. 0o Tread ca a) x 00 M CD 3"Min. 3-2x12 Stringers 2x4 Thrust Block 2-A.B.Typ. 3 TYP CAL STAR DETAIL NTS End of Analysis. SAFEbuilto _ PLAN REVIEW COMMENTS DATE: 10/12/2018 TO: Arlington Community Food Bank FROM: Amber Green PHONE: PHONE: 206-718-7659 EMAIL: jerrie.inman@comcast.net EMAIL: agreen@safebuilt.com PERMIT M BLD1801 OCCUPANCY GROUP: S-2 PROJECT: Arlington Community Food Bank TYPE OF CONSTRUCTION: V-B ADDRESS: 19118 63rd Ave NE NUMBER OF STORIES: 2 3 SAFEbuilt Inc. has reviewed the above project documents for conformance to the provisions of the 2015 International Building Code, Uniform Plumbing Code, International Fuel Gas Code, International Mechanical Code and International Energy Conservation Code as adopted and amended by the State of Washington and the City of Arlington. The permit referenced above is recommended for release of the reviewed construction documents for this project. All outstanding comments have been addressed in an adequate fashion and no comments remain. Please reference the approved Deferred Submittal Agreement for outstanding requirements. Please do not hesitate to contact me if any assistance is needed with this process. Sincerely, Am4>, r 6reen, Plans Examiner 1621 114th Ave SE, Ste 219 Bellevue, WA 98004 agreen@safebuilt.com � C, Ku OI�L�LN4--.S T 1�S1�4G��y WIk WOW T�A'3L'�- i _,� , i� i � _i - i - i �' i � - - - • r: �: i i _ r I .:�. a �- - �: ' .; I •.� - - • • i• •I • I I • I • � • I .. I• � •� I - - It I •� _• • • � • ����L 1 • ' -� III• • • •� , 1� - � i f � Y/9 3,ev AIL Leme�ei y nu Mobile tstates W Z e 197th St c_ W z 1tt Pt NE S9 Bad Dog �50 In D+ibt&ty j C � StdOyUomlth tM A^ Wy<af Absawv A,I Pa/i 188th St 1 pt QIMkt rl17)rtOJ ' f /` a Ogle p O z �p10np (t6r t at trr T L �tti Aoport .� 3 # 4r Skaalttrr+ ��h tpOp 6�wrry " sovee cn 3 Ota LIMItIN A LQ.)4 ci G ll♦ I+alawan a z f �atn,tY(p y a W $ 176th p1 NE z c3 3 $ St klaoure �` CaffePronto %Jtad$l NE �dyp/chlit) . � t 02018 HERE,00pen5tl8e1Map I ` Permit#: 1801 Permit Date: 01/08/18 Permit Type: COMMERCIAL ALTERATION Project Name: Arlington Community Food Bank Applicant Name: Jerrie Inman Applicant Address: 19118 63rd Ave NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Jerrie Inman Phone: 425-269-8276 Email:jerrie.inman@comcast.net Scope of Work: Warehouse storage loft Valuation: 16000.00 Square Feet: 0 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 3101500401201 19118 63rd Avenue NE Arlington Municipal 360-403-3470 Airport Contractors Contractor Primary Contact Phone Address Contractor Type License License# SPANE BUILDINGS 425-259-6071 1611 Buck Way CONSTRUCTION UBI 600 596 682 INC. CONTRACTOR SPANE BUILDINGS CONSTRUCTION Labor and SPANEBI141JD INC 425-259-6071 1611 Buck Way CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20.BUILDING AM or PM 9am-3pm 04/23/2019 FINAL Call prior to arrival so she 04/23/2019 BUILDING Approved can let you in Plan Reviews Date Review Type Description Assigned To Review Status 01/08/2018 COMMERCIAL BUILDING ALTERATION O1/08/2018 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION O1/08/2018 COMMERCIAL No comments.SB PW-SEW-REV ALTERATION O1/08/2018 COMMERCIAL No comments.GS PW-WAT-REV ALTERATION Fees Fee Description Notes Amount Building Permit Table 4-1 $381.79 Building Plan Review Table 4-2 $248.16 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Total $679.95 Attached Letters Date Letter Description 10/19/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/30/2018 Arlington Community Food 72407768 cc $679.95 Bank 10/30/2018 Arlington Community BF000dd{ 72407799 cc $679.95 Outstanding Balance $0.00 Notes Date Note Created By: 10/30/2018 Kevin is performing all inspections. Launa Black 10/19/2018 Waiting for Amber to bring approved plans. Launa Black 09/25/2018 Resubmittal Launa Black 03/03/2018 1 st round review comments entailed. Launa Black O1/08/2018 Need signature on Application Kristin Foster Uploaded Files Date File Name 10/07/2021 9847385-1801 IC 4.23.2019.pdf 03/03/2018 3123867-COA Food Bank Comment Letter 3-3-2018.pdf O1/08/2018 2934151-1801 Application.pdf O1/08/2018 2934150-1801 Structural Calcs.pdf Permit#: 1801 Permit Date: 01/08/18 Permit Type: COMMERCIAL ALTERATION Project Name: Arlington Community Food Bank Applicant Name: Jerrie Inman Applicant Address: 19118 63rd Ave NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Jerrie Inman Phone: 425-269-8276 Email:jerrie.inman@comcast.net Scope of Work: Warehouse storage loft Valuation: 16000.00 Square Feet: 0 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 3101500401201 19118 63rd Avenue NE Arlington Municipal 360-403-3470 Airport Contractors Contractor Primary Contact Phone Address Contractor Type License License# SPANE BUILDINGS 425-259-6071 1611 Buck Way CONSTRUCTION UBI 600 596 682 INC. CONTRACTOR SPANE BUILDINGS CONSTRUCTION Labor and SPANEBI141JD INC 425-259-6071 1611 Buck Way CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20.BUILDING AM or PM 9am-3pm 04/23/2019 FINAL Call prior to arrival so she 04/23/2019 BUILDING Approved can let you in Plan Reviews Date Review Type Description Assigned To Review Status 01/08/2018 COMMERCIAL BUILDING ALTERATION O1/08/2018 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION O1/08/2018 COMMERCIAL No comments.SB PW-SEW-REV ALTERATION O1/08/2018 COMMERCIAL No comments.GS PW-WAT-REV ALTERATION Fees Fee Description Notes Amount Building Permit Table 4-1 $381.79 Building Plan Review Table 4-2 $248.16 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Total $679.95 Attached Letters Date Letter Description 10/19/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/30/2018 Arlington Community Food 72407768 cc $679.95 Bank 10/30/2018 Arlington Community BF000dd{ 72407799 cc $679.95 Outstanding Balance $0.00 Notes Date Note Created By: 10/30/2018 Kevin is performing all inspections. 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CJ O 30 4'-0$" 5'-0S" 5'9" o/X • `T S o N � f ti � ~ to i o a A 91 6-8'Min.Headroom 14. — - _ _. .—.___._.v_ _.._ _. -- - TMIn 34"Mkn,__. Riser ❑ m .. aw m,z x j mm Ki _ c) �' � AON_~fC/1 z� "5 g - �i , n•a RA D — m C y A m5zbzo� m /� u o vl y IS O cX :' " F 3 o e ��mAOmzo Aw N m m °z" =o �-� DEt 0 KTo ©g a m= g 7 z n,cN � as � I I ti Z Z O Z m a ti z �. O 3 m TN �.. m V. ITI Jerrie Inman Arlington Food Bank N PJ N N ogvo� Ic m o 0 o m Nomz c, v W 19118 63rd Ave NE s�ane J � L W ;; � 10 Arlington WA N w m � Z'g BUILDINGS.INC. f1 3 N N Z PHONE:425-269-8276 G0 0 r co