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5702 172ND ST NE_BLD1670_2026
SNOHOMISH HEALTH DISTRICT WWW.SNOHD.ORG Environmental Health Division November 27, 2018 Darrel &Abby Walker Subject: Proposed, Walker's Coffee Company 3, 5702 172nd Street NE, Arlington, WA Dear Mr. & Mrs. Walker: After reviewing your plans with the Rules and Regulations of the State Board of Health, and with the policies of the Snohomish Health District, your plans for Walker's Coffee Company 3 have been approved. The approval was based upon the plans, menu, and HACCP submitted 11/19/2018. Any changes to the plans, menu, and HACCP without preapproval from the Health District will void this approval. A preoperational inspection is required prior to operating permit issuance and approval to open for business. At the time of inspection the construction of the food service establishment must be complete and all equipment must be in place and in proper operating condition. Incomplete construction or equipment operation will result in a $185.00 re-inspection fee. Contact the Food Program office a minimum of one week in advance to schedule an appointment for the preoperational inspection. Please review the following requirements and conditions of operation before scheduling: 1. If there are handwashing sink issues cited during routine health inspections, an additional handwashing sink will need to be installed in the facility. Additional fees may apply. 2. No food storage or preparation is allowed in the establishment prior to the preoperational inspection and approval to open for business. 3. An indirect waste drain (1 inch vertical air gap, minimum) is required for the, ice machine, soda dispenser, and any equipment in which food or food contact equipment is placed. 4. A reduced pressure backflow prevention device is required at the end of the copper water pipe serving the pop dispensing system prior to the carbonation device. No copper or brass pipe/fittings or other potentially corrodible material is allowed after the reduced pressure backflow prevention device. 5. A horizontal separation of at least 16 inches or a vertical partition 16 inches in height is required between the handwash sink and all food preparation areas. 6. Three-compartment sinks must have rounded corners and integral drainboards at both ends. The drainboards of the three compartment sink must be sloped to the basins. The basins of the three- compartment sink must be large enough to fit the largest item needing to be washed. 7. Water heaters must be of sufficient size to completely fill two compartments of the 3-compartment sink with hot water and still be capable of providing at least 100°F water at the handwash sinks. 8. All food service equipment, both new and used, must be listed by the National Sanitation Foundation (NSF) or equivalent for its intended use. Used and new refrigeration must be capable of holding food at temperature of 41°F or below. 9. It cannot be determined from the floor plan or information submitted whether or not a chemical dispensing system will be installed at the mop sink. Please note that the use of screw-on type `wye' adaptors at the mop sink faucet for use with chemical dispensing systems is prohibited. Additionally chemical dispensers cannot be connected to the mop sink faucet. The chemical dispenser must have a separate water connection. A `sidekick' adaptor at the mop sink faucet is acceptable. 3020 Rucker Avenue, Suite 104 ■ Everett, WA 98201-3900 ■ tel: 425.339.5250 ■ fax: 425.339.5254 10. Extra wall protection is required on walls behind all sinks, including restroom handwash sinks, and food preparation counters and tables. A 16-inch high backsplash of plastic laminate, fiberglass- reinforced plastic or equal is acceptable. A backsplash higher than 16 inches is required on the wall behind counter top equipment taller than 16 inches. Floor to ceiling protection is required on the wall behind dishwashers. Wall protection behind mop sinks must cover the entire splash zone. Plastic coated hardboard is not acceptable. 11. All floors in the kitchen, food preparation, food service, food storage, and dishwashing areas must be surfaced with a durable, nonabsorbent, easily cleanable material. Expansion joints, seams, saw cuts and the like in concrete floors in all areas, including customer seating areas, must be filled and sealed so as to provide a smooth and cleanable surface. 12. The ceiling above the food preparation areas must be non-perforated, nonabsorbent, smooth and easily cleanable. 13. Cabinet shelving must be nonabsorbent, smooth and easily cleanable. (Self-stick vinyl or other type surfaces are not acceptable) 14. All light fixtures in food preparation and storage areas must be provided with covers and shatterproof bulbs. Hot hold unit heat lamps must be provided with shatterproof bulbs. 15. Plumbing must meet state and local codes. 16. The ventilation system shall be installed and operated to meet applicable building, mechanical, and fire codes. After you have passed your preoperational inspection, the annual operating permit application and all fees must be received by Snohomish Health District prior to opening for business. This facility will be classified as a low risk food establishment. Changes or additions to the approved plans or equipment require pre-approval from the Snohomish Health District prior to implementation of the changes. A copy of the Snohomish Health District Appeals procedure is available upon request. An administrative appeal must be initiated with 21 days from the date of this email. Please contact me if you have any questions. Sincerely, 4"t� Kevin Chung Environmental Health Specialist Food Establishment Plan Review 425.339.8748 kchung(cr_snohd.org cc: City of Arlington Building Department Brent French, Area inspector 3020 Rucker Avenue, Suite 104 ■ Everett, WA 98201-3900 ■ tel: 425.339.5250 ■ fax: 425.339.5254 NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: `�D LOT#: JOB ADDRESS: DATE: _ f TYPE OF INSPECTION: a l I - - I ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. Cl WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION jv- �A1�IP Z��IpPP�r a.�j W 11 ��� � Ire'. Q -� THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN ' PENALTIES IMPOSED BYLAW MAYAPPLY. DAYS OR FOR INSPECTION CALL: 360-403-3417 INSPECTOR - - - - - DATE BUILDING DEPT. v R O PLANNING DEPT. CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR//OWNER ❑ PARTIAL APPROVAL F�"CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: LOT#: DATE: . I JOB ADDRESS: p L 17 TYPE OF INSPECTION: . -.I i i ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$SO REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3SS1 ❑ CALL FOR REINSPECTION 1• //��i�!��-� �U�IDS THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INS C'fOR D E GDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON 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 0 Two(2) Structural Drawings El 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(cDarlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 7 of 9 COMMERCIAL APPLICATION �yG`J� PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2009 Accessible&Usable Buildings and Facilities([CC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 Ct�Y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. ' 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). & 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. r. 9. Show the location of all existing underground utilities, including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2 Architects 3 Structural Engineers 4 Owner 5 Developer 6 Any other Design Team Members 2 ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 Y COMMERCIAL APPLICATION I�G�� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-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 9 -- COMMERCIAL APPLICATION 1���o{ PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 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. Q Name of Project:\VAL1leF—?-S COFFEE Go• Valuation: 1�2"-1 2 4 0 Project Address: Parcel ID#: Legal Description Owner: A PA 2eEL L \\/A L.K E 2 Phone Number: Address: 3Opl . rgggL% 5r. M.a . City:AgL(F(QI-CD64 State: \\/A, Zip Code: �l$Z23 Engineer:CEC>A,Z GZ F 9:&K Wz,' . 7��„Tp_�7_TtPhnoneNumber: �{ZS • Ti38 • US�3 Cell Phone: 47-S'2-13 ' 91<0<�I E-mail- Address: let - Z1111% DR .S•E . City:MlLL-CREEK State: WAN c Zip Code: 9 84=)l General Contractor: rl> . Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractors License Number: Expiration: Contact Person: TNaM NI.A L)MAK tJ Phone Number: 3 O• 15LO�'j• �yp` Cell Phone: E-mail: t rLaq u t—"q N trt e, G\p 1, CG ov") Address: I&8(S ' ( 1 b fi k 57T. So,C . Cit,':�i►Jn N Olq i5 State: \VA Zip Code: 9 Z9 O Proposed Scope of Work: RO C-7 A f-(E\\-' 26,X 3,2 � ` W 0 GoF'�EE 5?��P REV 2015 Page 6 of 9 04, COMMERCIAL APPLICATION PERMIT SUBMITTAL ��l `G♦J Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551 Project Name/Tenant W,4L{-t:zs cOFFEE GO, gS2z3 Site Address 5742. 1-72,�d sT. �1.�.,t�IZU f.(G'j0�-1 Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use GO i=FEL S7—A A.-'r> Building Square Footage 10-1 Ca --',F- Number of Stories Square Footage Per Floor ls.+ FZ(Z . 5-1 O F 2rtA Fl.(Z Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems lit 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. Statement of Special Inspection REV 2015 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ��h'YG�OZ Department of Community& Economic Development opment City of Arlington • 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551 Name of Project: Project Address: Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) 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 2015 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. G - - Applicants Signature `rge/tl A)A LL14 4it q) Print Applicants Na Date j FOR STAFF USE ONLY Reeeived 1&1c) S P 25 2017 Permit# d By# Amount Received Receipt# Date Received REV 2015 Page 9 of 9 i l .- r.. • �, `°` Visual Concepts, LLC Estimate 3616 Colby Ave PMB 306 Everett WA 98201 Number 1419 Lic#VISUACL884C4 Date Oct 11,2017 Zack.Deckett@gmaii.com 425-512-1923 P.O. Terms Bill To Walker's Coffee Ship Via Darryl&Abby Walker Ship Date Qty Description Unit Ext 1 Excavation 4,687.00 4,687.00 Tax To excavate for new foundation,once foundation is complete we will install foundation Drange in accordance to plan and code,then backfill ready for final groundwork 1 Foundation 8,735.00 8,735.00 Tax To provide labor and materials to form and set new foundation per plan including all Rebar,brackets and tiedowns necessary per code. Foundation will be filled with six sack high density strength concrete with fiber mesh and finished Ready for framing 1 Lumber package 5,498.00 5,498.00 Tax To provide lumbar pack from pan'per take off quote provided by Parr Lumber 1 Framing 5,180.00 5,180.00 Tax To complete framing in accordance to plan and code 1 Truss package 1,645.00 1,645.00 Tax To provide Trusses from parr based on quotes given by parr 1 Roofing 6,749.00 6,749.00 Tax To have a black metal roof installed along with all flashings necessary 1 Windows 3,037.77 3,037.77 Tax Windows to be jeldwin provided by parr 1 Siding package 3,569.00 3,569.00 Tax Siding could be divided by parr lumber based on quote 1 Siding 4,214.00 4,214.00 Tax To install siding's that are provided by par and installed per plan Subtotal Tax 9.10% Tax 7.70% Total Page 1 Visual Concepts, LLC Estimate 3616 Colby Ave PMB 306 Everett WA 98201 Number 1419 Lic#VISUACL884C4 Date Oct 11,2017 Zack.Deckett@ gmail.com 425-512-1923 P.O. Terms Bill To Walker's Coffee Ship Via Darryl&Abby Walker Ship Date Qty Description Unit Ext 1 Painting 3,954.00 3,954.00 Tax To paint exterior of stand,paint job will consist of two colors a body color and a trim color. 1 Plumbing 6,258.00 6,258.00 Tax Based on plumbing from parks plumbing 6900 with a 1200 budget for toilet sinks and facets 1 HVAC 3,298.00 3,298.00 Tax I have a Mitsubishi ductless heating system installed with one had on main floor 1 Electrical 7,954.00 7,954.00 Tax Budget number based on description provided by owner and what's necessary per code.Bid was provided by Remma electrical 1 Concrete 3,248.00 3,248.00 To pour 6 inch slab per plans with rebar fiber mesh with a smooth finish ready for Stain 1 Insulation 2,100.00 2,100.00 Tax To insulate exterior walls and ceilings insulated per code 1 Sheet rock 5,100.00 5,100.00 Tax To provide sheet rock installation and finish,she rock to be finished with a light orange peel texture prime ready for paint 1 Gutters 1,400.00 1,400.00 Tax To provide seamless aluminum gutters and downspouts per plan color to be determined 1 Millwork&doors 2,176.00 2,176.00 Tax Subtotal Tax 9.10% Tax 7.70% Total Page 2 Visual Concepts, LLC Estimate 3616 Colby Ave PMB 306 Everett WA 98201 Number 1419 Lic#VISUACL884C4 Date Oct 11,2017 Zack.Deckett@gmail.com 425-512-1923 P.O. Terms Bill To Walker's Coffee Ship Via Darryl&Abby Walker Ship Date Qty Description Unit Ext To provide back entry door and bathroom and upstairs hallway door and hardware necessary per plan. 1 Millwork&doors 3,289.00 3,289.00 Tax To provide and install cabinets and countertops selected by owners with a $2500 budget with the remainder going to install fees 1 Notes 0.00 0.00 Price doesn't reflect any addendum Changes by city to plan or engineering 1 G,C Fees 8,976.00 8,976.00 Tax Subtotal $91,067.77 We appreciate your business! Tax 9.10% $7,991.60 Tax 7.70% $0.00 Customer's signature and date upon acceptance of scope of work and cost. Total $99,059.37 ------------------------------------ Date----------------- Page3 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:5702 172nd Street NE Permit#:1670 Parcel#:31052700201300 Valuation:99059.37 OWNER APPLICANT CONTRACTOR Name:USA IN TRUST FOR STILLAGUAMISH Name:Thom Naumann Name:Visual Concepts,LLC TRIBE Address:3322 236TH AVE NE PO BOX 277 Address:16815 116th Street SE Address:3616 Colby Ave PMB 306 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Snohomish,WA 98290 City,State Zip:Everett,WA 98201 Phone: Phone:360-568-4888;425-344-3947 Phone:425-512-1923 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 2 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form at c' c;¢.�ity of •n�#31 / ��/` r /a I k� / 1� (('/)Signature L Print N(amew 1_ f cur Released By e CONDITIONS See red-lined drawings. Adhere to approved plans. Additional requirements: Must meet Department of Ecology SWMMWW requirements; a monitoring manhole is required; Snohomish County Health District approval is required. 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 11/27/2017 Building Permit Fee $1,225.72 11/27/2017 Building Plan Review Fee $1,102.89 11/27/2017 Processing/Technology Fee $25.00 11/27/2017 State Building Code Surcharge Fee $4.50 Total Due: $2,358.11 Total Payment: $1,102.89 Balance Due: $1,255.22 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 172"d STREET N. E. r---�d -_•__ 172 STREET N. E. a 16 LLJ- �r D.�V. I St7u3t'v;2�J:'•• — L�� W !{MA QSPHAt,,,T O uRFA�� l# ' ' �AI'��✓v`._�1l 1 7�L�Lr �' � 2p 14"' •9 2 - LLJ. .. . . .... .. 14 .i 21 + rO 12 ^ 27 21 ICHC � FACILITY FX267 1715 t(9 � y 13 I n 26 0 16 •ry i �li ,i �N .•,9. 12 l - •11- I 5 lµ } VV �2 I ...-- 6 21 6 4 !+-- I L �O •1® 15 5 O •..• i 13 t2 5 e ••--••• fl 7 L � � 1 I �' •-•Nf6'3^v75 Y•)1644'.•.". � I ' � �.{ lufL------- --------------73— ---------� --.._—. -r^ OQ 00 35� 2D� AREA MAP p 1Co INDEX 1 SITE PLAN ; � o� A HMA AsRNALT 2 ELEVATIONS ' ' <C M SUt�AGE. I g- o , 3 FLOOR PLANS 4 ROOF FRAMING PLAN I . ,ml 2-1 FOUNDATION PLAN + Q 5 BUILDING SECTION F-4 6 DETAILS 7 NOTES Received ! i • LATERAL 0 NLY f _ SFP 2 5 2017 1 ------------ OWNER• ABBY & DARRELL WALKER ADDRESS: sam• 19q sr.KA�rrr-tCro� ��zz 3 �. ! SITE ADDRESS: �"IoZ • 1`]2n� ST tl•�;�ARt-t�•lr��ON RSZ Z ITE PLA N APPLICANT: THOM NAUMANN DESIGN I 16815 1161' STREET S.E. I WALKERS COFFEE COMPANY NORTH SNOHOMISH, WA 98290 360 568 4888 „ _ 2 t tpnaumann@aol.com i L i _.. - flF WAS tj ------� ° 26121 , . . 1 ELEVATION - WESTREAR ELEVATION SOUTH RIGHT . fi u i i x2 T42(K 2y, CA 2AF'TEM, ,00 - c.�r>q�z sNlhl4t_ES sNt��Lcs � Sly ACEp %Fz TR)t j TYP. : c cDKV'. A�sP lALZT lit`Icit_ES l x CEOA V-Er.-ATTS 8 } Z !00 ACTZV RUFF.SAu/t�( Z cr? C014TW MTL, 4UTTEtzS t _ C> s Q; cy a r� tQ x 12 12 COFFEE COMPANY Ll t v y NORTH 1/4ERONT ELEVATION E�/AT10 � EAST DEFT EL . .__._.�._ 4-0YR . COKE.ASE-4AL 5Ntl fCLrz;cz-, I2 -�<< ¢�-o. ^ �a1MP1O.X�hl �*- FAT �/ t j2GPx FI-Y. 0z 0.5.5.�NrIAIklC Is � M49pT4 ST(ZJNFS t ly,t Z RAF UMX1 \L �6s I 2 Vi J i �lF-MT E D uY2 stt-tpso� UY3 w Pura U .� s O VO O V► I WA o S PPL I m :t I< If •(a o► W _ 1 FYI Il,; o n MEETING `� o �u6 I✓f G1 °� -> z 4 PAST . (K .. "... �oM zx oz i 30 ROOM 0 I LATERAL ONLY G7Atz �A�Gl� Lv eC t Em L /cc.�v-t-tlt1 . t- I BUT-T' 1Z _ . P�•to �r•t� �.� 'a UYl t)SX22 DESIGN CRITERIA: per 20151BC and ASCE 7-10 - 15 • Live Load (No Live Load Reduction) I Roof 20 PSF ,FT tDl ...( QT_.I_I�IGC,-Ups- 'G;rPLAN Floor UPPER FLOOR 40 PSF z • Snow Load per ASCE 7-10 Roof Snow Load 25 PSF E Ground Snow Load 30 PSF SirtPSot c slmr6oN A40U B ►—. 00 Flat-roof Snow Load 00 25 PSF NO�©ovuN t'1 Co t2'-Cs` �-'-O. Imo'-�� ttO�ccaowl.► do Snow Exposure B Importance Factor 1a Thermal Factor(Ct) 1 MX¢ • Wind Load per ASCE 7-10 I ( �o ' z 00 Basic Wind Speed N uit) 110 mph _9 I �< PZ QZ Z Allowable Stress Wind V asd Ln 85.2 mph �' PI'h' 3 ( ) MX'L M'Iz N , Risk category II ' l a Exposure Category C Internal Pressure Coefficient 0.55 4x n�Q, ZPF L _ c) Component and Cladding Design Pressure <10s ft 72 PSFavF°�. .uia IaaG� p 9 g ( q ) o� ;I c� # • Seismic Loads per ASCE 7-10 0 7Kr`�T-o Risk category !I _ Pt L� r� z , Seismic Importance Factor 1 MYl REST _ _ Mapped Accelerations: 4J RDO M ,17� ` Ss 1.074 © S1 0.418 Site Class: D � Spectral Accelerations: ! �E•X�o ( N H A, tN Sds 0.77 o M,N.SocrM (�Antl� dl• J p, i Sd 1 0.44 a J 3 ex. VAN - QL b . ve.Nrro Seismic Design Category D A z , �. eKT- �7.375 AC X Table 12.2-1 A.13 (Wood Paneled Shear Walls) 30 KITCHEN Design Base Shear: V= 5.82 kipLL Seismic Response Coefficient: Cs 0.219 'r 0 - w � _d Nix a Response Modification Factor: R 3.5 x ; �-• Equivalent Lateral Force Procedures • Dead Loads ` 2 FF. Roof 12 PSF 10 '3x OR t I%L Zx FRAM"e, o�o ftc�2 iz_ Floor 15 PSF P/ G 1 11-IC ut WC, SELL*.-rop PLATE . - Q2=2 Walls 10 PSF w 4 - i • Soil Allowable: (Assumed) tt�OtEtsioes•.�4-x FRPtiic� Bearing Pressure 1500 PSF D tuc�ul�►t�t� sc�� -rv� P�-r� , - • Concrete Strength (F'c at 28-day): 4 sacks cement minimum per yard 2500 PSI . 7 • Reinforcing Steel Yield Strength: fy #4 and Smaller 40000 PSI #5 and Larger 60000 PSI MAN F L00PL A� �� � �� ------ 1/4 = 1 — O sa �l� !` (�`/� tf�n C '�� ) •[ r-[,. //�/ L�.. /� A C^T be/+ V•L cjf• lw.. /i �F►.Vi✓✓ • t./ � 1:`'O�f ..r`�t�Z j<Ll .,l L-IF-� ���":rl� G•/ .. ,. NOTE: SPACING BETWEEN INTERMEDIATE ` `` '' Z ,f,e_lm-F1R�, 13,7, L - GUARDRAIL MEMBERS TO BE A MAX. OF 8�2 PJTG<-+, 1 Q/E,C�1-W1�1-t�. - 1 1/4" DIA. MIN, 4" CLEAR SUCH THAT A SPHERE OF 4" VIA. G'ONDT D . MAX.4 SHALL NOT PASS THROUGH ANY OPENING � 10 w tu BEAM z ^� 0 t PER PLAN !0 MIN. / ' �p TREAD �, XX BELOW STAIR INSTALL 5/6" 9, to Q 'TYPE X 6.W B. (2) LAYERS d N ° 'BIAS to ® CEILING, (I) LAYER WALLS 19Z P. (3) 2XI2 STRINGERS CtLU p FIRE BLOCKING ® MID-SPAN 2X4 THRUST BLOCK NOT TO SCALE ' r ,.�Q ti /L �x a ' ILL , w a,3�� NTER10k 5T►�IR PETAL. 4x% HPP. LATERAL ONLY O 2Oa � I !Ll( -Ptz�[R'.�1C.L PL-A�� „ P PLATE ' �' G. \V LtJxcP X t Cs"A-t3- s�P�cc.E- V.�- ©/,4''� i� t'f 1�-!. 7 t3©c_-r 'viq�e-t`�i •f- G��vt� Tr%ty MAX: tz" FIZQm I`r lv� ol= Ems. fPLA7e - MIM--7E��En. ROOD FRAMING PLAN D _ a6 a ca- •,..� , fi� .a _� ". ,• pd� °'°a�4 - � ". sith�c>�y 32'-0 s t:cl Ps�� 3 � (,.'' � (2) GGN7 t CA 00 ra ©r. c5� t`t W I z 00 Ln I wTelzlop_� TH I Ck�CW E�P 6LNI?7 FOOT i tu -_ o Fi�.1fSH Slral�•(� �l� GrYt� vim. , l � � 9- ©Zs.—SP tYENTH 0-4�i Q=21 •O f l`(StJE.. . I \� Z coaC..FTrj. x p.T.SIC.E. PL•�Y I - � ' I � � I ��r`S. I i 2 G' / y .4•GDi�tG.�t.A L3 v/ i ,� ••,�, ,_.� � Q r , • 3 • I �''K Ev Mt C.- t3L1c•�/.!3.� % � ,¢"Gout I ! , 1 xI[o 1VAF�t{t os �4 '- GGNtC? 4RAhtULA� (.At3 �.. ( '0 w .._._._. I ! - MAX t2`'PROM (mot©� j _ '�` 2x P.T I 4xco � �°tpc/c.� w/vv-% CIF PLATE. - t �PAGEIz I t'tl It.-l' C.I'it3EC7r1E�T _ - '� I Po_pT' G?t•'ltG•. $C. GK \,/A(=,. E,ARR r cMn�tcNr� f7�.1-. �.eC`rOF' ♦ 6 I 3 I T(:;HTL(f4ff_p BALL •�/ " milli. tZ=to.o �-- _ �-i3Ak� vl�'©•G. �" i7-t4tt� IJ..!'sUC- t� 140 2. -\/lr2T. . e' n -� v Z-v Got- FOOT(l.(Gt DEP-17H �" l c�U�ir I+ t �/ `�01 I �` 3 :�# -t Rom• >TO ACGOMonATE. ANcu-toCz J 4"�Vg5�1ED tZc:Uc,t� �' GG�I•.t-i'i I -1, . CLEQU i(ZE D Fo tZ- f•t t7U8 K��`�� _ CUV6tZ ,ALL stt�Es 12 1/411 _ I 011 , F U N DATI O N PLAN µ , Co. FOUQt7. KEA7E P DCUHLE STUD , . --oYR. Come. e*I1R4L.ES 0/ I/q"Uvx PLY, 2X Co STRAP PEfR PLAN ' WINDOW /DOOR SCHEDULE • . EQUAL • k MTC.'. . . ♦ . (1)3 068 Ext. Stl. Door 20 SF c'.E.�t.lTtt.I , �iUTTI � -/ cz ♦ (2)3040 Sgl. Hng. Vinyl 24 SF (3)8040 Horiz. Sldr. " 96 SF C t PACZ � (2)5040 40 SF (1)2060 Pict. 12 SF (2)2640 Sgl. Hng. 20 SF " - (1)6050Pict. 30 SF .x (2)2020 Pict. " 8 SF (1)4036 Pict. Arch Top 13 SF Total 263 SF • CUT F��G[J� tZol'L EGUAL :. _ EXT. PL 'xj Hof=F1'C • . 4-v 14 t Teo ROOF CONSTRUCTION 40YR COMP ASPHALT SHINGLES of /2 f 30# FELT o/ r '/s"CDX PLYWOOD SHEATHING w/ } 8d @ 6"O.C.EDGES&8d @ 12"O.C.FIELD of { MFD ROOF TRUSSES OR 2 x RAFTERS @ 24"O.C.wl MIN. R=38.0 INSULATION BETWEEN o/ i 54'GYP.BD. i 4 Z 00 Cn OO 0 W 4 EXTERIOR WALL CONSTRUCTION Z 00 FINISH SIDING PER ELEVATION of FLOOR CONSTRUCTION 15# BLDG. PAPER o/ � Y2"CDX PLYW'D. OR O.S.B.SHEATHING w/ F TIN FINISHED FLOOR COVERING o/ 8d @ 6"O.C.EDGES& Sd @ 12"FIELD,U.N.O. o/ %11 T&G PLYW'D. ,GLUED&SCREWED OR NAILED w/ 2x6 STUDS @ 16"O.C. w/ 'Q O I Od @ 6"O.C. EDGES & IOd @ 12"Q.C.FIELD,U.N.O. o/ ' MIN.R=21.0 BATT INSULATION BTWN. o/ 2x OR MFRD,JOISTS PER PLAN o/ %Z"GYP.BD. M 518"GYP.BD. Z • 1-4 a• y 1` . . . . . . . . . . , �g WAS i ;l i f..., ' — —------ - 26121 { STAIR CONSTRUCTION FOUNDATION CONSTRUCTION MAX. RISE 7 3/4",MIN.TREAD 1011,MIN. HEAMOOM 6'r' MIN. WIDTH 36" 2 x 6 P.T. SILL PLATE w! ---�------— ----- �- HANDRAILS- TO HAVE ENDS RETURNED 6"AND PLACED 5/8"x 10"A.B.w/3 / 16"x 3"x 3"WASHERS ! SLAB FLOOR CONSTRUCTION 34"-38"ABOVE TREAD NOSING,GUARDRAILS MIN,36"HIGI I w/ . AND NUTS @ 30"O.C.(U.N.O.)wl INTERMEDIATE MEMBERS NOT MORE THAN 4"APART. 7"MIN.EMBEDMENT&MAX. 12"FROM 4"CONC. SLAB w/ W.W.M o/ F1RE BLOCK STAIRS BETWEEN STRINGERS`@TOP & BOTTOM LATERAL ONLY (� ENDS'OF EACH PLATE o/ 6 MIL, BLACK VAPOR BARRIER o/ AND AIA)NG RUN BETWEEN STUDS.- 1 - 6•"CONC..FOUNDATION WALL w/ COMPACTED GRANULAR FILL USEABLE SPACE UNDER STAIRS TO BE SURFACED WITH #4 BARS @ 18"O.C., HORIZ.& VERT.of PROVIDE 'MIN,R10.0 RIGID INSULATION MIN. 5/8"TYPE GYP.BD. { CONC.FOOT- DIG w/ @ SLAB PEMMETER WHEN .SLAB IS WITHIN I IANDRAILS TO BE MIN. I '/."TO MAX;..2"IN CROSS SECTIONAL ##4 BARS CONTINUOUS 24"OF FINISH GRADE DIMENSION AND MIN. I %s"FROM THE WALL. L J BUILDING SECTIO A A 1 /4 �� EDGE NAIL PLYWD AT EACH HOLDDOWN PLY PER PLAN END OF PLATE-- 4`-0"MIN END OF PLATE I 4X STUD AT PLY SPLICE LENGTH 16d a,16" O.C. . 2s-16D NAILS EACH HOLDDOWN (Typ) TOP PIT. FULL B L K G SIMPSON MSTC66B3 NAIL TO STUDS PER MFG REQMTS BEAM JOIST OR BLOCKING BELOW �. �f WA,^> JOIST PER PLAN ' o STUDS 2 t ELEVATION NOTES: SPLICE AND NAIL TOE'PLATES AS SHOWN @ ALL EXTERIOR WALLS, SHEAR WALLS @ EACH FLOOR LEVEL AND AT ROOF. [LATERAL ONLY lQP A. SPLICE MSTC66B3-------------------------- WRAPPED UNDER Customer: Sheet Sheet CEDAR CREEK ENGINEERING,L.L.0 customer. CEDAR CREEK ENGINEERING,L.L.C. aos#ccE 14919 29TH DR SE Date: 0511fl103 Jo8#cCE 14919 29TH DR SE Date. 05/14/07 " MILL CREEK,WA. 98012 I MILT.CREEK,WA.98012 DETAILS 1}i wing# - DETAILS Drawing# • jn EDGE NAIL PLYWOOD TO EACH DOUBLE STUD EDGE NAIL PLYWOOD I TO EACH DOUBLE STUD 1 PLY PER PLAN '00 , to oo 00 W ;-4 ' 2 — 2 X STU D,S @ PLY PER PLAN • .� EACH HOLDDOWN (MIN) I Q 4X OR(3)2X STUDS AT EACH HOLDDOWN SIMPSON HDUSA SCREW TO ( y - SIMPSON STHD14RJ NAIL TO ! Z STUDS PER M F G REQMTS I STUD(S)PER MFG REQMTS o e PLATE PER STD WALL OR `� ( e o SHEAR WALL SCHEDULE 7/8 A307 TH.RD ROD CD SIMIPSON SSTB28 A.B. CONCRETE FLR `� I #4X36" LNG @HOLDDOWN EMBEDDED24"A Ilm < cn • FTG WALL o (3)#4 X 48"LNG REBAR USE STD BEND AT CORNER IF REQ� \ /\/ I \ \ \ NOTES: 1) THIS DETAIL IS APPLICABLE TO BOTH INTERIOR AND EXTERIOR WALLS I � 4 HDUBA W/ SIMPSON SSTB28 STHD 14 HOLDDOWN STHD8 & STHD 10 SIM • i CEDAR CREEK ENGINEERING,L.L.C. CEDAR CREEK ENGINEERING,L.L.C. 06/16/08 14919 29TH DR SE 0=4/2011 14919 29TH DR SE MILL CREEK,WA. 98012 MILL CREEK,WA. 98012 , r S DETA 1 L _- FASTENINGS: SOILS: 1. STEEL TO WOOD BOLTS: 1. FILL SHALL BE CLEAN, GRANULAR WELL DRAINING SOIL,FREE OF CCE 2017-11 Cedar Creek Engineering,LLC _ A. WOOD BOLTS SHALL BE ASTM A307 WITH PLATE BEARING ORGANIC MATTER, CLAYS AND SILT. COMPACT TO 95% OF MAXIMUM 14919 29 Th Dr.SE WALKER WASHERS AT WOOD INTERFACES,UNO. DENSITY PER ASTM D-1557. LIFTS SHALL BE MADE TO PROVIDE Mill Creek,WA 98012 09/05/17 B. AT MANUFACTURER DESIGNED FITTINGS: USE PROPER COMPACTION THROUGHOUT THE SOIL DEPTH. Phone: (425)338-0593 RECOMMENDED FASTENERS INSTALLED AS DIRECTED BY 2. UNLESS A SOILS REPORT BY A LICENSED SOILS ENGINEER IS Cell:(425)273-5169 REV- THE FITTING MANUFACTURER. PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED 2. ANCHOR BOLTS: MINIMUM BEARING STRENGTH OF 1500 PSF. STRUCTURAL NOTES: A. ANCHOR BOLTS SHALL BE ASTM A307,UNO. 3. EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 2'-0"BELOW UNLESS OTHERWISE SPECIFIED ON THE ARCHITECTURAL OR B. RETROFIT ANCHORS SHALL BE ASTM A36 THREADED ROD FINISHED GRADE. ENGINEERING DRAWINGS OR CALCULATIONS: OR EQUAL. EPDXY SHALL BE SIMPSON"SET"EPDXY 4. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL BELOW INSTALLED PER MANUFACTURERS RECOMMENDATIONS. ORGANIC SURFACE SOILS. LUMBER AND WOOD PRODUCTS: 5. BEARING CAPACITY BELOW CONCRETE RETAINING WALLS IS SHOWN 1. ALL LUMBER SHALL BE GRADED PER BOOK N, 16 OF THE WEST COAST IN THE SCHEDULE. THE GEOTECHNICAL ENGINEER SHALL VERIFY ALL LUMBER INSPECTION BUREAU COMPANY WITH THE LATEST EDITION - BEARING STRESSES RESULTING FROM RETAINING WALL LOADS. OF THE N.F.P.A. "NATIONAL DESIGN SPECIFICATION"AS MODIFIED BY THE U.B.C. FOR ALL STRUCTURAL REQUIREMENTS. ALL LUMBER TYPICAL ROOF SHEATHING: (230 PLF ALLOWABLE) CONSTRUCTION NOTES: SHALL BY INSTALLED IN A DRY CONDITION AS DEFINED IN THE "N.D.S," 1. ALL REQUIREMENTS OF THE LATEST EDITION OF THE INTERNATIONAL A. HF "NO. 2"FOR JOISTS,RAFTERS AND LIGHT FRAMING. PLATES 7/16"T&G CDX PLYWOOD OR OSB WITH INDEX 24/0,UNBLOCKED,LAID UP W/FACE BUILDING CODE(IBC) ALL APPLICABLE STAATE AND LOCAL CODES AND BRACING. GRAIN PERPENDICULAR TO FRAMING BELOW,STAGGER END JOINTS. CONFORM TO TYPE 1 LAYUP PER 2015 IBC AND AWC SDPWS-08 NAIL AS FOLLOWS: AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. �i @ B. HF"NO. FOR STUDS,2X6 24"O.C.,2X6 16" O.C. +• dl, 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. C. HEADERS AND POSTS: DF "NO. 1"FOR 6X AND DF "NO: 2" FOR 4Xz. : a �, DIAPHRAGM BOUNDARY AND OVER CONTACT THE ENGINEER OR ARCHITECT IF DISCREPANCIES ARE 2. JOISTS AND RAFTERS TO HAVE 2"THICK SOLID BLOCKING AT a EXTERIOR WALLS AND SHEAR WALLS 8 d @ 6"O.C. FOUND PRIOR TO INSTALLATION AND CONSTRUCTION. SUPPORTS. PROVIDE CROSS BRACING AS REQUIRED BY THE 3. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AS INTERNATIONAL BUILDING CODE. USE 2X WOOD FOR BLOCKING OR ALL SUPPORTED EDGES 8 d 6"O.C. t ^' 2.65121 @ REQUIRED UNTIL ALL CONNECTIONS AND STRUCTURAL MEMBERS APPROVED METAL TYPE. FIELD 8 d @ 12"O.C. HAVE BEEN INSTALLED. 3. SPIKE ALL LAMINATED MEMBERS TOGETHER WITH I OD NAILS @ 12 4. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN FLOOR,ROOF AND O.C. STAGGERED. SPLICE LAMINATIONS ONLY AT SUPPORTS. I" L WALLS WITH MECHANICAL-AND ELECTRICAL WORK AND PROVIDE 4. PROVIDE CUT GALVANIZED WASHERS FOR ALL BOLTS BEARING ON P REQUIRED KNOCKOUTS. WOOD. TYPICAL FLOOR SHEATHING: (285 PLF ALLOWABLE) Q 5. ALL PURCHASED ITEMS SHALL BE HANDLED AND INSTALLED PER. 5. ALL NAILS SHALL BE COMMON WIRE NAILS.NAIL SPACING IS SHOWN 3/4"T&G CDX PLYWOOD,INDEX 48/24,UNBLOCKED,LAID UP w/FACE GRAIN MANUFACTURERS RECOMMENDED PRACTICE. ON SHEAR WALL SCHEDULE. PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS.CONFORM TO TYPE 1 6. CONTRACTOR SHALL USE ALL NEW MATERIALS IN CONSTRUCTION. 6. GLUE-LAMINATED TIMBERS, DOUGLAS FIR,A.I.T.C. -GRADING, LATERAL ONLY LAYUP PER 2015 IBC AND AWC SDPWS-08 NAIL AS FOLLOWS: COMBINATION 24 F-V4 DRY CONDITION OF USE. INDUSTRIAL APPEARANCE GRADE FABRICATING PLANT A.I.T.C. INSPECTED. WRAP DIAPHRAGM BOUNDARY AND OVER ALL INDIVIDUAL MEMBERS. SEE PLANS FOR LOCATION OF ALL P.T. EXTERIOR WALLS AND SHEAR WALLS 10 d @ 6"O.C. GLUE-LAMINATED BEAMS. [� ALL SUPPORTED EDGES 10 d @ 6"O.C. 7. SUPPLIER OF ENGINEERED WOOD PRODUCTS IS RESPONSIBLE FOR ALL 1 REQUIRED ENGINEERING FOR SUPPLIED PRODUCTS THAT ARE NOT FIELD 10 d @ 12°O.C. SPECIFICALLY CALLED OUT ON THE PLANS. MODIFICATIONS TO THE E PLANS OR FRAMING LAYOUTS SHALL BE THE RESPONSIBILITY OF THE ENGINEERED WOOD PRODUCTS SUPPLIER. ENGINEERED WOOD JOISTS MUST BE SPECIFIED BY OWNER,UNO. j SHEAR WALL SCHEDULE - HEM-FIR STUD GRADE Reference:2015 IBC AND AWC SDPWS-08 8. PLYWOOD. SEE THE PLANS TO DETERMINE THE DIFFERENT DESIGNATION FOR SHEAR WALL MATERIALS,NAILING,ANCHOR BOLTS AND A. WALL SHEATHING: 7/16"5-PLY CDX INT-APA WITH EXTERIOR HOLDOWNS.LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL,U.N.O. GLUE, P.I. 24/0 NAILING 8D @ 6" O.C.AT PANEL EDGES 8D @ 12" Z WALL TYPE DESIGNATION O.C. IN THE FIELD UNLESS SPECIFIED ON THE SHEAR WALL SCHEDULE. j W P1-ONE SIDE 7/16"CDX OR OSB PLYWOOD P2-TWO SIDES 7/16"CDX OR OSB PLYWOOD B. ROOF SHEATHING: 7/16" 5-PLY T&G CDX INT-APA PLYWOOD '" '' 00 Q2-TWO SIDES 3/4"NOMINAL CDX OR OSB PLYWOOD WITH EXTERIOR GLUE-P.I. 20/0. NAILING 8D @ 6"O.C. AT W ; 00 PANEL EDGES, 8D @ 12" O.C. IN FIELD, UNLESS NOTED '� USE(2)TOP PLATES TYPICAL AND(1)SOLE PLATE,SEE TABLE FOR SIZE,SEE NOTES 2),7)AND 8)BELOW. OTHERWISE. Q f 7/16"C-D C-C SHEATHING OSB OR PLYWOOD PANEL SIDING WITH STUD SPACING AT 16"O.C. C. FLOOR SHEATHING: 3/4" 7-PLY T&G CDX, INT-APA PLYWOOD WALL NAILING NAIL SPACING FRMG BOTTOM PLATE TOP PLT ALLOWABLE WITH EXTERIOR GLUE- P.I. 48/24. NAILING 8D @ 6"O. 00 C. AT PANEL EDGES, 8D @ 12"O.C. IN FIELD,UNLESS NOTED Z TYPE 7/16" EDGES STUDS AND ANCHORS NAILING SIMPSON LOAD OTHERWISE. Ln (NOTES) C-D OR OSB BLKG A34 OR LTP4 (#LF) 9. ORIENTED STRAND BOARD: , REQD SPACING(IN) SEISMIC WIND A. WALL SHEATHING: 7/16""W16"MARKED OSB WITH EXTERIOR . PI-6 8d 6" 12" 2x 5/8"@30" (2)16d 12" 17 221 221 GLUE;NAILING 8D @ 6" O.C. AT PANEL EDGES 8D @ 12" O.C. IN a . Pi-4 sd 4" 12" 2x 5/8" 20" " THE FIELD UNLESS SPECIFIED ON THE SHEAR WALL " "@ (2)16d@8„ 12 322 322 C ) P2-3 (8) 8d 3 12 3x 5/8 @12 (3)16d@5 2 @8 828 8281SCHEDULE. �� �i B. ROOF SHEATHING: 7/16 1R24 MARKED OSB WITH EXTERIOR �.+ GLUE-P.I. 20/0. NAILING 8D @ 6"O.C. AT PANEL EDGES, 8D @ - - = 12"O.C. IN FIELD,UNLESS NOTED OTHERWISE. 3/4"C-D,C-C SHEATHING,OSB OR PLYWOOD PANEL SIDING C. FLOOR SHEATHING: 3/4" "1F48"MARKED OSB WITH EXTERIOR Q GLUE- P.I. 48/24. NAILING 8D @ 6 O.C. AT PANEL EDGES, 8D @ x 12" O.C. INFIELD,UNLESS NOTED OTHERWISE. WALL NAILING NAIL SPACING BLKG BOTTOM PLATE TOP PLT ALLOWABLE 10.USE APPROVED JOIST HANGERS WHERE REQUIRED. TYPE 3/4" EDGES STUDS REQD ANCHORS NAILING SIMPSON LOAD C-D OR OSB A35F (#/LF) CONCRETE: S SPACING (IN) WIND SEISMIC 1. UNLESS OTHERWISE NOTED ON PLANS: CONCRETE COMPRESSIVE IQ2-2 (7) 10d 2" 12" 3x I/2"@ 6" (4) 16d 6 (2) 6" O.C. 1426 1426 STRENGTH, F'C=2500 PSI(MIN). MIX QUALITY PER THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. CONCRETE FOOTINGS SHALL BE CAST AGAINST UNDISTURBED EARTH. SHEAR WALL SCHEDULE NOTES: 2. REINFORCING STEEL YIELD STRENGTH: i 44 AND SMALLER;FY=40,000 PSI(MIN), 1) STUDS SHALL BE SPACED AT 16"O.C.UNLESS OTHERWISE NOTED. #5 AND LARGER;FY= 60,000 PSI (MIN), UNO (� 2) FRAMING AT ADJOINING PANEL EDGES(TWO PANELS ONTO A SINGLE STUD)SHALL 3 INCHES NOMINAL OR WIDER AND NAILS 3. MINIMUM LAP SPLICE LENGTH FOR#4 BARS SHALL BE 15 SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER. 3) ALL ANCHOR BOLTS SHALL BE 10"LONG AND SHALL HAVE A STANDARD LEG OR AN EQUAL DEFORMITY IN THE EMBEDDED 4. CONCRETE AND REINFORCING STEEL SHALL BE HANDLED AND PORTION. PLACED PER THE LATEST REVISION OF ACI 318 AND THE } 4) FOR ADDITIONAL INFORMATION REFER TO THE 2015 EDITION OF THE 1.B.C.AND AF&PA AWC SDPWS-08. INTERNATIONAL BUILDING CODE. 5) USE COMMON NAILS ONLY. 5. PLACE ALL LOAD BEARING CONCRETE AGAINST UNDISTURBED EARTH. { 6) PANEL NAILS SHALL BE STAGGERED AT ADJOINING PANEL EDGES. i 7) WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES O.C.ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OF FRAMING SHALL BE 3X OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 8) ALL SHEAR WALLS WITH ALLOWABLE LOADS GREATER THAN 350#/LF SHALL HAVE 3X BOTTOM PLATES. 9) ALL STUDS RECEIVING HOLDDOWNS SHALL RECEIVE EDGE NAILING. 10) ALL SHEAR PANELS SHALL HAVE A MINIMUM OF TWO(2)TOP PLATE FRAMING ANCHORS. NOTES =NOR' NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: `1 D LOT#: DATE: - JOB ADDRESS: TYPE OF INSPECTION: j OG( , ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION �j' = - �-�` tv- THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Y p� BUILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON ' • NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#:• _ LOT#: DATE�IJ JOB ADDRESS: r Z TYPE OF INSPECTION: j ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION AIv- `� Se fT, 11`lftl 11 13� A>PP� ro Wl\L&J /l[/1L7!( THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 3Ile INSPECTOR' DATE rl BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR/OWNER ❑ PARTIAL APPROVAL ©'CORRECTIONS REQUIRED Cl DO NOT OCCUPY O APPROVED PERMIT#: LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: -rI ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION �. 1I1,� '� ►DPAl r� 1O ��a-�2 brg�.+y /plvl �!_CTE _III SCiJ��`/Ki THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR D E ZCMnfDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON . CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 Go PHONE; (360) 403-3551 BUILDING PERMIT Address:5702 172nd Street NE Permit#:1670 Parcel#:31052700201300 Valuation:99059.37 OWNER_ APPLICANT CONTRACTOR Name:USA IN TRUST FOR STILLAGUAMISH TRIBE Name:Thom Naumann Name:Visual Concepts,LLC Address:3322 236TH AVE NE PO BOX 277 Address:16815 1 l6th Street SE Address:3616 Colby Ave PMB 306 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Snohomish,WA 98290 City,State Zip:Everett,WA 98201 Phone: Phone:360-568-4888;425-344-3947 Phone:425-512-1923 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 2 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRC110. S:f,LES T:�X NOTICE:Sales tax relating to construction and construction materials in the City ofArling4on must be reported on your sales tax return form a c c rty of�}n ton#31 Signature Print Name I Ic Released By e CONDITIONS See red-lined drawings. Adhere to approved plans. Additional requirements: Must meet Department of Ecology SWMMWW requirements; a monitoring manhole is required; Snohomish County Health District approval is required. 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 11/27/2017 Building Permit Fee $1,225.72 11/27/2017 Building Plan Review Fee $1,102.89 11/27/2017 Processing/Technology Fee $25 00 11/27/2017 State Building Code Surcharge Fee $4.50 Total Due: $2,358.11 Total Payment: $1,102.89 Balance Due: $1,255.22 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 9/27/2017 Permit Number 1670 Project Name Walker's Coffee Co. Applicant Name Thom Naumann Applicant Address 16815 116th Street SE City, State,Zip Snohomish,WA 98290 Contact Thom Naumann;Abby Walker Phone 360-568-4888;425-344-3947 Email tpnaumann@aol.com; Permit Type Commercial New Site Address 5702 172nd Street NE Valuation 136092 48 Status Applied Permit Issued Permit Expires Square Feet 1076 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use Coffee Stand Assigned To Kristin Foster Property Owner Parcel Address Legal Owner Phone Zoning Section 27 Township 31 Range 05 Quarter NW ALL THAT PTN NE1/4 NW1/4 BEING PTN REV LOT 1 SP REC AFN 8304280231 DAF COM NW COR SD NE1/4 NW1/4 FROM WHICH NE COR SD SUB BEARS S88*30 20E DIST 1330.68FTTH S02*07 28W ALG W LN SD SUB DIST 30.00FT USA IN TRUST 539 5702 TAP 30.00FT S OF AS MEAS PERP TO N LN SD SUB TH Other 31052700201300 172ND S88*30 20E DIST 634.40FT TPOB TH CONT S88*30 20E DIST FOR RLAGUAMISH Retail ST NE 440.63FT TO NE COR SD LOT 1 TH S02*07 28W ALG E LN STILTRIBE Trade SDLOT 1 DIST 667.29FT TO ANG PT IN SD E LN TH N88*30 NEC 20W ALG SD E LN&ITS WLY EXT DIST 316.41 FT TAP WH BEARS S08*26 28E FROM TPOB TH N08*26 28W DIST 677.41 FT TPOB PER CITY OF ARL BLA NO PLN 20100022REC AFN 201010045003 Review Date Type Description Target Completed Assigned To Status Date Date 9/27/2017 10/4/2017 10/2/2017 Amy Rusko Complete Commercial No land use issues.The coffee stand will be placed Building on tribal land. 9/27/2017 Commercial All projects must meet DOE SWMMWW 10/4/2017 9/29/2017 Nova Heaton Complete 13uilding Re uriements 9/27/2017 Commercial No comments,LT 10/4/2017 9128/2017 PW Admin Complete 13wldin Rev 9/27/2017 ,ommercial 10/4/2017 PW-Sew-Rev In l3uilding Review 9/27/2017 commercial After review of the plumbing plan back-flows may be 10/4/2017 10/3/2017 PW-Wat-Rev Complete l3uilding re uired.GS 9/27/2017 Commercial Lots-o-red,approved. 10/4/2017 9/27/2017 (Rick Karns Complete Building 3/27/2017 Commercial 10/4/2017 irport In 13uildin Review Fees Fee Description Notes Amount Building Plan Review Feel 345 83.00.001 $1.102.89 ToWl $1,102.8 Payments Date Paid By Amount Description Payment Type Accepted B 9/29/2017 Abby Walker $1,102.8936646190 1cc Total $1,102.8 Amount Outstanding:$0.0 Notes Date Note 9/27/2017 Contractor is TBD. Uploaded Files Upload File Date File Uploaded B 9/27/2017 9:40:02 AM 1670 Plans.pdf Foster,Kristin x 9/27/2017 9:38:43 AM 1670 Application.pdf Foster,Kristin x Visual Concepts, LLC Estimate 3616 Colby Ave PMB 306 Everett WA 98201 Number 1419 Lic#VISUACL884C4 Zack.Deckeft@gmail.com Date Oct 11,2017 425-512-1923 R.O. Bill To Terms Walker's Coffee Ship Via Darryl&Abby Walker Ship Date Qty Description _ Unit Ext 1 Painting 3,954.00 3,954.00 Tax To paint exterior of stand,paint job will consist of two colors a body color and a trim color. 1 Plumbing 6,258.00 6,258.00 Tax Based on plumbing from parks plumbing 6900 with a 1200 budget for toilet sinks and facets 1 HVAC 3,298.00 3,296.00 Tax I have a Mitsubishi ductless heating system installed with one had on main floor 1 Electrical 7,954.00 7,954.00 Tax Budget number based on description provided by owner and what's necessary per code.Bid was provided by Remma electrical t Concrete 3,248.00 3,248.00 To pour 6 inch slab per plans with rebar fiber mesh with a smooth finish ready for Stain 1 Insulation 2,100.00 2,100.00 Tax To insulate exterior walls and ceilings insulated per code 1 Sheet rock 5,100.00 5,100.00 Tax To provide sheet rock installation and finish,she rock to be finished with a light orange peel texture prime ready for paint 1 Gutters 1,400.00 1,400.00 Tax To provide seamless aluminum gutters and downspouts per plan color to be determined 1 Millwork&doors 2,176.00 2,176.00 Tax Subtotal Tax 9.10% Tax 7.70% Total Page 2 Visual Concepts, LLC Estimate 3616 Colby Ave PMB 306 Everett WA 98201 Number 1419 Lic#VISUACL884C4 Date Oct 11,2017 Zack.Deckett@ gmail,com 425-512-1923 P.O. Terms Bill To Walker's Coffee Ship Via Darryl&Abby Walker Ship Date oty Description - Unit 6Q 1 Excavation 4,687.00 4,687.00 Tax To excavate for new foundation,once foundation is complete we will install foundation Drange in accordance to plan and code,then backfill ready for final groundwork 1 Foundation 8,735.00 8,735.00 Tax To provide labor and materials to form and set new toundation per plan including all Rebar,brackets and tiedowns necessary per code.Foundation will be filled with six sack high density strength concrete with fiber mesh and finished Ready for framing 1 Lumber package 5,498.00 5,498.00 Tax To provide lumbar pack from parr per take off quote provided by Parr Lumber 1 Framing 5,180.00 5,180.00 Tax To complete framing in accordance to plan and code 1 Truss package 1,645.00 1,645.00 Tax To provide Trusses from parr based on quotes given by parr 1 Roofing 6,749.00 6,749.00 Tax To have a black metal roof installed along with all flashings necessary 1 Windows 3,037.77 3,037.77 Tax Windows to be jeldwin provided by parr i Siding package 3,569.00 3,569.00 Tax Siding could be divided by parr lumber based on quote 1 Siding 4,214.00 4,214.00 Tax To install siding's that are provided by par and installed per plan Subtotal Tax 9.10% Tax 7.70% Total Page 1 Visual Concepts, LLC Estimate 3616 Colby Ave PMB 306 Everett WA 98201 Number 1419 Lic#VISUACL884C4 Zack.Deckett@gmail.com Date Oct 11,2017 425-512-1923 P.O. Bill TO Terms Walker's Coffee Ship Via Darryl&Abby Walker Ship Date Qty Dmriptlon Unit Ext To provide back entry door and bathroom and upstairs hallway door and hardware necessary per plan. 1 Millwork&doors 3,289.00 3,289.00 Tax To provide and install cabinets and countertops selected by owners with a $2500 budget with the remainder going to install fees 1 Notes 0.00 0.00 Price doesn't reflect any addendum Changes by city to plan or engineering 1 G,C Fees 8,976.00 8,976.00 Tax Subtotal $91,067.77 We appreciate your businessl Tax 9.10% $7,991,60 Tax 7.70% $0.00 Customer's signature and date upon acceptance of scope of work and cost. Total $99,059.37 - -------- ----------- ---.--- - D'Ite ----- - ------ I 11/14/2017 VISUAL CONCEPTS LLC Search L&I Washington State Department of Labor & Industries VISUAL CONCEPTS LLC Owner or tradesperson 3616 COLBY AVENUE PMB 306 Principals EVERETT,WA 98201 425-512-1189 MELLORS,CHARLES SNOHOMISH County ARTHUR,PARTNER/MEMBER DECKETT MELLORS,CAROLYN LEE,AGENT Doing business as VISUAL CONCEPTS LLC WA UBI No. Business type 603181 187 Limited Liability Company Governing persons CHARLES ARTHUR MELLORS CAROLYN L MELLORS; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. VISUACL884C4 Effective—expiration 02/24/2012—02125/2018 Bond Contractors Bonding&Insurance Co $12,000.00 Bond account no. SK7979 Received by L&I Effective date 02/22/2016 02/23/2016 Expiration date Until Canceled Bond history Insurance Contractors Bonding&Insuranc $1,000,000.00 Policy no. ClISK7979 Received by L&I Effective date 01/18/2017 02/23/2016 Expiration date 02/2 312 01 8 https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603181187&LIC=VISUACL884C4&SAW= 1/3 11/14/2017 VISUAL CONCEPTS LLC Insurance history SavinSs No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 16-2-14532-31 Open Complaint riled by Complaint against bond(s)or savings SAFEGUARD ROOFING LLC 9811568 Complaint date Complaint amount 12/13/2016 $8,249.82 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations Infraction no. NBATIO1178 Satisfied Issue date RCW/WAC 12/03/2015 18.27.200(1)(e)RCW Violation city Violation amount EVERETT $1,000.00 Type of violation CONSTRUCTION INFRACTION Description Subcontracting to or using an unregistered contractor.Company hired"C.J,Commercial Electric",to perform wiring on a building when the company/person they hired was not a current ruyialered wulraclur as required. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 236,133-00 Doing business as VISUAL CONCEPTS DESIGN&BUILD Estimated workers reported Quarter 3 of Year 2017"Less than 1 Workers" L&I account contact T5/MELISSA VEST(360)902-5613-Email:VESM235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes This contractor received a valid strike(s)for violation or infraction for the following L&I law(s).Learn more about contractor strikes. RCW Violation Effective Date 18,27.200 1/13/2016 Description Failure to comply with contractor registration requirements,per RCW 18.27 Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 0 910 5/2 01 2 Violations Inspection no. 316400993 hftps://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603181187&LIC=VlSUACL884C4&SAW= 2/3 11/14/2017 VISUAL CONCEPTS LLC Location 18017 Fales Rd. Snohomish,WA 98270 €)Washington State Dept.of Labor&Industries.Use of this site is sdbject to the laws of the slate of Washington. tPfl?US 11�'rprOve https://secure.ini.wa.gov/verify/Detail.aspx?UBI=603181187&LIC=VISUACL884C4&SAW= 3/3 i COMMERCIAL APPLICATION PERMIT SUBMITTAL '`c'10 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 Or Two(2)Architectural Drawings 0 Two(2) Structural Drawings El 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 SEPARA TEL Y 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(cDarlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 COMMERCIAL APPLICATION s s PERMIT SUBMITTAL 'I N G1� Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washinglun Slale Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided (IBC Table 1804.2&IRC R401.4.1) PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 COMMERCIAL APPLICATION . o PERMIT SUBMITTAL LovG� Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1 Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water,sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1 Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1 Design Professional in Responsible Charge 2 Architects 3 Structural Engineers 4. Owner 5. Developer 6 Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. 0 Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 0 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-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 3ohedulc. 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 P /,v REV 2015 Page 4 of 9 l �! -� 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 2015 Page 5 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL .N,CA 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. / Q Name of Project:\1/A�-K�RS GOf^�EE GD• Valuation: J� 2-•"I O Project Address S-7U2- l�7Zw� ST. I•�. �QLlt�l�`T�h� Q�j2Z3 Parcel ID#: Legal Description Owner: AeeY* PAReELt- NVAL KER-4 Phone Number: 90E)O Address: 3001 lg41411 5T. I.I.E . City:ARQ f4Q-[CAL%4 State: %/A, Zip Code: 4-j$Z23 En sneer: ,E 22Z t L�LJGE �' Phone Number: 4-Z.S • zi3 S ' 0`�9 3 9� GEI�A2 EEK Cell Phone: L1-2.S'2-13 ' Si l Co 401 E-mail: )( h Address: 14'9 141 ' 291h bR .s.E . City:MlLL-.C2GEK State: \yA\ Zip Code: 9 Sd( General Contractor: T. &. p • Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: 'T'NOIf( blAsOMAQ" Phone Number: 3 O• �jLP 4-2.2.`b Cell Phone: E-mail: my Lkt-m,=,V1 vX tD VA O 1. Lom Address: 1&51 S ' [1(s►1'I1 j�77 S,5 . CitySNt�NoN(t2 State: \VA Zip code: 9 Sz9 0 Proposed Scope of Work: GOhlSTR0 e-7 A f-tE\--/ 26x32 r Tw 0 S?d2Y Received ISEP 2 5 top REV 2015 Page 6 of 9 �MyBuildingPermit.com CONSTRUCTION TIP SHEET 8 a service of eCityGov.net Accessible Res#rooms October 2015 2012 Codes ,.'x 5fnx*,e^Ibor span i.m^wnum 30"x W; min 8 Grab tsar unctstrci ."cc,srxe Doom are orry Dermi!tW--� min to siting o1c the whoolcharr fum M s;seas %-fin to r=n s for -N ndividual use and a :fear I `loor space 30'x 48" fi pro4ider4 m1hiche y = Mtn beytir%,d the an:c>t E Ndoor 304.4, rCO211, 1 1 { 603.2.3 1 y 56"xEC rear Am sp.-e required fcr parallel 1'o'Nard apotoach tc �+Ir w,9'er�•Insef Otw 4xlures not — — storied In this area.6W 3.2 I 7 ,7 mlF �� m1t1 ✓ vas a mwimurt brJ'mamem c'r ,rcc3tr.:teo,kor swe for tumirq around Pernitled to rclude�nep 8 tee i o varce we ra e,.�wing clearance, see Outward Swinging Door Plan T,p 4 to rr,rt,nurr, Inward Swinging Door Plan .Imensrc�s x InScmlr.xd �— ,� ualer ant' drain - - No Sham •/ Top C1 hV try �m1r obfects � t 3c:ttum�f nirr�r'y a Grab.n _u a P9e�inq curia e ! 1 ?� +� L x to 1- c,w x t>rfsal 6„ ! I n Gamale� E .4 c n naxiMUm. a t 7' •a l.rod,►as' `'v i MUM t�e earanre—f ! , m r ` :I renrt bene�tt'layalery Elevations Yax?mur,,toe c�P-arar,;e Arthin r�"a1 avek+.x�;:Iparance.et;Sh Page 1 of 3 i ecltyeomoet A05:,eCiryGovMianw COLAIM-30 fr Cabinet Seclon Pv,i,i f Cibmet n sr fh-.w Toe Clearance A Sp -,!nn roil(of CA6'rltl To Nall mr. 25" Knee Clearance Page 2 of 3 ,,GtyGwnet M'eCIIvQm,m W minlnmtm Am— Nall.3paw laermil5 °\ 38'-4V 54' 12" 42"rr h secdo 609 4— � t' aide 1 � Side Wall Grab Bar Rear Wall Grab Bar for Water Closet for Water Closet � r n 1. min, P011 ly t} Dispenser Location Dispenser Location Below Grab Bar Above Grab Bar Page 3 of 3 i P.GtyGganet 2m".,Qty v MM-A 'Prescriptive Path, pg. 1 ENV-PRESCRIPTIVE' 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Title:( CU 1 -Fill this line out on PROJ-SUM Date 07/01/2016 Fenestration Area as%gross above-grade wall area Max.Target: For Building Department Use Skylight Area as%gross roof area — D Max Target: Vertical Fenestration Alternates: None Selected on ENV-SUM Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.1.3 or U-factors/F-fac ors per Tables C-402 14 and C-402.4.A single project may comply via R-values for some envelope assemblies and U-factors/F-factors for others. Note compliance method taken for each assembly in spaces provided. Building Component J-Factor/F-Factor Method for Prescriptive R-Value Method for Prescriptive Compliance Compliance continuous -/o Area or iMeiai Cavity Ins Ins.(CI) Penetrations Assembly Provide plan/detail#of assembly and description R-Value R-Value' in Cl2 U-Factor U-Factor Source Y U N m 0 o 0 4ULTE-p =3 0 Q in � m O L Q /yr�/� >N 00 l / � �� fZ% 2� 7 N O' N COa O cc C f0 H N N >_ N 0 y O CO f>6 E cu U CO CL O � o 0 m O N M y7e yF - ya a' tZ=1d om >_ • • • 0=1 ki kTA:JZ 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Title:w 1 -Fill this line out on PROJ-SUM Date 07/01/2016 Fenestration Area as%gross above-grade wall area l Max.Target: For Building Department Use Skylight Area as%gross roof area _ p — Max.Target: If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1,then the project must comply via Component Performance and provide ENV-UA and ENV-SHGC forms. Building Component R-Value Method for U-Factor/F-Factor Method for Prescriptive Compliance Prescriptive Compliance Perim Ins. Full Slab Cl Provide plan/detail#of assembly and description R-Value R-Value F-Factor F-Factor Source10 a1 m a a) m c _jrn c c 0 0 � o m m U o ins. Hssemoiy Provide ID from door schedule and description R-Value U-Factor U-Factor Source" C w c o c rn 6 fO a r O O Solar Heat Gain Coefficient(SHGC) U-Factor for Prescriptive Compliance Projection Urien a ion Factor(PF) (N or Assembly Assembly Provide ID from window schedule and description if applicable 12 SEW)13 SHGC14 U-Factor U-Factor Source 14 m i at c 0 Z c o 0 rn _ LL a� m c � m n U p N Z' L n m T Y — V) Q Note 1-Insulation that is continuous except for fasteners may be entered here if the cross-sectional area of metal penetration through otherwise continuous insulation is less than 0.12%. Note 2-Alternate prescriptive continuous insulation R-values per Table C402.1.4,Footnote F may be used if the cross sectional area of metal penetrations exceeds 0.04%but is less than 0.12%. Calculations are required to use these alternate R-values. Note 3-Opaque assembly U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Specify the table number or calculation page number. Note 4-Thermal spacer blocking and liner system are required for prescriptive R-Value compliance in metal building roof assemblies. Note 5-Intermediate framing is required for prescriptive R-Value compliance in wood-framed wall assemblies. Note 6-Proposed CMU mass walls in non-Group R that meet Table C402.1.4 Footnote D requirements can enter the target prescriptive U-value of 0.104. Note 7-Mass transfer slab edges must be covered with an assembly having an overal U-factor of 0.2. Note 8-Refer to Table C402.1.3,Footnote E for prescriptive R-Value requirement for steel floor joist assemblies. Note 9 -Prescriptive slab-on-grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. Note 10-Slab-on-grade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 11-Opaque door U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1.A door is defined as opaque if less than 50%of the door area has glazing. Note 12-Refer to Equation C4-6 Projection Factor Calculation. Note 13-N=Oriented within 45 degrees of true north,SEW=All other orientations. Note 14-Fenestration assembly U-Factor and SHGC shall be the manufacturer's NFRC product rating, which includes the glazing and frame,or shall be the default value per Section C303.1.3. Note 15-List all above-grade Group R mass walls and steel frame walls in Group R Walls section. List commercial above grade walls and all other Group R above grade walls in Opaque Walls-Above Grade. 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 General Info Project Title: 1 -This title will copy onto other forms Date 7/1/2016 This PROJ-SUM Project Street Address For Building Department Use form shall be Project City,County,Zip provided as a cover sheet for all Project Owner or Rep compliance form submittals.Project Jurisdiction: Title matches project plans title block. Project Description New Construction and Additions Select all that apply to the FV1New Building El Building Addition Buildin scope of project. ❑Addition+Existing Select Addition+Existing or Existing Building Retrofit Alteration+Existing if the existing building will be ❑Alteration ❑ Alteration+Existin combined with the addition 9 ❑Change in Space Conditioning or alteration to demonstrate compliance per Section ❑Change of Occupancy ❑ Historic Building C502.1 or C503.1. Building Elements Scope-Select all that apply ❑All ❑ Building Envelope ❑Mechanical Systems ❑Service Hot Water Systems ❑ Lighting Systems ❑Electrical Systems �!All Commercial O Group R-R2, R3,&R4 O over 3 stories and all R1 OCCu ariC T e Mixed Use-Building is greater than three stories above grade and it has both Commercial and Group R p Y YP occupancies. Mixed Occupancy-Building is three stories or less above grade and it has both Commerical and Group R2, R3 or R4 occupancies.Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions Select all that apply to the scope of project ❑Fully Conditioned ❑ Semi-heatedz ❑ Refrigerated Warehouse, Walk-in Cooler/Freezer, Space Conditioning ElLow Energy Space Category3 Refrigerated Display Case' Categories Eligible Low Energy Spaces ❑Unconditioned ❑ Low energy heating/cooling capacity ❑Wireless service ❑ Greenhouse4 ❑ Equipment building equipment shelter Floors Above Floor Area and Grade Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area Stories ,Z, ( o -7 (o G� Prescriptive C Total Building Performance Prescriptive-Projects complying prescriptively shall demonstrate compliance with all applicable mandatory and prescriptve requirements of this code. Refer to C401 2, Item 1 for more information. Compliance forms to General Compliance include with a Prescriptive submittal:All applicable ENV.LTG, MECH and C406. Path Total Building Performance-Projects complying via total building performance(TBP)shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code. Refer to Section C401.2, Item 2 for more information. Compliance forms to include with a TPB submital:PROJ-SUM, C406-SUM&C406-DETAIL, ENV-CHK,LTG- EXT,LTG-CHK, and all MECH forms(except MECH-ECONO). Envelope Summary —ENV-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Info Project Title: 1 -Fill this line out on PROJ-SUM Date 07/01/2016 Applicant Information. Provide contact information for individual who can For Building Department Use Compliance forms do not require a respond to inquiries about compliance form information provided password to use. Company Name: Instructional and Company Address: calculating cells are write-protected. ,Applicant Name: Applicant Phone: Applicant Email: Project Description ❑ New Building ❑ Addition ❑Alteration Occupancy Type All Commercial 0 Group R-All R1 and R2, R3,R4 over 3 stories Selection required to enable forms. Envelope Compliance Path 0 Prescriptive 0 Component Performance Selection required to enable forms. Component Performance 0 Standard 0 Change of Occupancy/Conditioning 0 Calculation Type Selection required to enable ENV-UA ❑Additional Efficiency Package Option-C406.8 Enhanced Envelope and ENV-SHGC forms. To comply,demonstrate building thermal envelope performance is 15%lower than the Target UA. ❑ Air barrier testing per Section C402.5.1 2 Air barrier testing not required included in project scope Air Barrier Testing ❑ Additional Efficiency Package Option-C406.9 Reduced Air Infiltration To comply,demonstrate that measured air leakage of building envelope does not exceed 0.25 cfm/ftz(air barrier surface area)under test pressure of 0.3 inch w.g. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade %Vertical Prescriptive Path-Enter values for (rough opening) divided by Wall Area times 100 equals Fenestration vertical fenestration,skylights,gross walls _ X 100 - and roof on this ENV-SUM worksheet. Component Performance-Enter values Gross Exterior in ENV-UA and/orENV-UA-GROUP-R Total Skylight divided by Roof Area times 100 equals %Skylight worksheet. These values auto-fill from ENV-UA and are write-protected on ENV- _ X 100 - Vertical Fenestration Fenestration Area Compliance Area Skylight Area Vertical Fenestration 0 High performance fenestration U-factors and SHGC per C402.4.1.3 Alternates 0 Dedicated outdoor air system per C402.4 1.4 and C403.6 Show locations of qualifying daylight zone 0 In buildings z 3 stories,25%or more of NET floor area is in daylight zones per areas and ftz on project plans. 0 In buildings<3 stories,50%or more of CONDITIONED floor area is within daylight zones per For Daylight Zone Area Calculations- C402.4.1.1 a)Sidelight areas include primary+ Daylight Zone Calculations secondary daylght zone areas. Daylight Zone Fenestration Alternate Sidelight Daylight Toplight Daylight Percent Daylight b)Include overlapping toplight and Not Selected. No Calculations Required Zone Area Zone Area Zone Area sidelight daylight zone areas under Toplight. c)Refer to Chapter 2 for net floor area Spaces in Single Story List all enclosed spaces that exceed 2,500 ftz,have ceiling height greater than 15 ft,and are space Building Requiring Skylights types required to comply with this provision. Code requires a minimum of 50%of the floor Space Area(ftz) DLZ Area(ftz) SRR or Aperature Exception area to be within a skylight daylight zone for snecifir snace tvoes Refer to C402 4 2 for 't requirements. DLZ=Daylight zone, SRR=Skylight to roof ratio Indicate aperature with"AP"prefix(AP 1.1%) 'Envelope Requirements 2015 WSEC Compliance Forms for Commercial Buildings including R2.R3.&R4 over 3 stories and all R1 Revised Jun 2016 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration.Refer for Prescriptive Compliance to Tables C402.1.3,C40Z 1.4 and C402.4 in the 2015 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements that apply for each envelope element type and applicable exceptions. Refer to Section C410 for all applicable information for refrigerated spaces. Table t 402.1.3 Notes 1,7 Table C402.1.4 Notes 1,2 Prescriptive Patb Insulation Minimum It-V alue Assembly Maximum U-factor Oecu ancy Group All Other Grout It All Other Group R Opaque Elements Roofs Insulation Entirely above Deck R-38 c.i. R-38 c.i. U-0.027 U-0.027 Metal Building with thermalspacer block)Note 3 R-25+R-11 Ls R-25+R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 Joist or single rafter R-49 R-49 11-0.027 1 U-0.027 Walls,Above-grade Mass R-9.5 c.i.Note 6 R-13.3 c.i. U-0.104 Note 6 U-0.078 Mass transfer deck slab edge No'R-Value"for;prescriptive compliance U-0.200 U-0.200 Metal Building R-19 c.i. R-19 c.i. U-0.052 U-0.052 Steel Framed R-13+R-10c.i. R-19+R-8.5 c.i U-0.055 U-0.055 Wood Framed and Other R-21 w/int.frame R-21 w/int.frame U-0.054 U-0.054 Below Grade Wall Note 4 Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38+R-10 c.i. R-38+R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab-On-Grade Floors Unheated R-10 for 24 in.(from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter&under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value ror prescriptive compliance U-0.37 U-0.37 Nonswin ina(Roll-UD or slidin R-4.75 I R-4.75 U-0.34 I U-0.34 Table C402.4,-0-301 of wall area,or 304o-40 ,PerSectivn-C=,402.3.LI:DLZ Fenestration Option High %Performance:walla or Section C402.3.1.4 DOAS Fenestration Option-0-40%of wall area Fenestration Assembl%Maximum-Urfactor Notes 1 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing(fixed) U-0.38 U-0.38 U-0.34 U-0.34 Metal framing(operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Ienestration Asumbly Maximum SHGC Factor Vertical Fenestration PF<0.2:north-SHGC=0.53; PF<0.2:north-SHGC=0.46; all other SHGC=0.4 all other SHGC=0.35 0.2<_PF<0.5:north-SHGC-0.58; 0.2<_PF<0.5:north-SHGC-0.51; all other-SHGC-0.48 all other-SHGC-0.42 PF>_0.5:all orientations-SHGC-0.64 PF>_0.5:all orientations-SHGC-0.56 Skylights SHGC-0.35 SHGC-0.35 C410.2 Refrigerated Spaces Insulation Insulation Minimum'R-Value Assembly Maximum U-factor Freezers-Walk-in and Warehouse Roof/Ceiling R-32 U-0.030 Wall R-32 U-0.030 Door R-32 U-0.030 Door-transparent reach-in triple-pane,heat-reflective treated or gas Floor R-28 U-0.035 Coolers-Walk-in and Warehouse Roof/Ceiling R-25 U-0.039 Wall R-25 U-0.039 Door R-25 U-0.039 Door-transparent reach-in double-pane,heat-reflective treated&gas fill,or com l with freezer door reg. Floor No Requirement I ,Envelope • • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 Definitions: Ls=Liner system--A continuous membrane installed below the purlins and uninterrupted by framing members.Uncompressed,unfaced insulation rests on top of the membrane between the purlins.Refer to Section A102.2.5.4. 6.=Continuous insulation--Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04%of the opaque surface area of the assembly. Components with more than 0.04%metal penentrations may be eligible to follow the alternate CI values below. int=Intermediate framing--Includes insulated headers,corners and interior partition wall to exterior wall intersections.Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2015 WSEC has footnotes applicable to specific information provided in the table.This footnote summary provides only abbreviated details from these footnotes. Refer to 2015 WSECfor complete footnote information. Note 1-Assembly descriptions can be found in Chapter 2 and Appendix A. Note 2-Use of assembly U-factors,C-fanominal ctors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions ofthis Code. Note 3-For metal building roofs where using R-value compliance method,a thermal spacer block is required.Otherwise use the U-factor compliance method. Note 4-Where heated slabs are below-grade,below-grade walls shall comply with the exterior insulation requirements for heated slabs. Note 5-Heated slab F-factors shall be determined specifically for heated slabs.Unheated slab F-factors shall not be used. Note 6-CMU walls in all occupancies other than Group R may be eligible for reduced insulation if all provisions stated in applicable footnote are met.Refer to Footnote D in Table C402.1.4 or Footnote C in Table C402.1.3 for eligibility requirements. Note 7-Components with continuous insulation but with metal penetrations/connections may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to alternate prescriptive R-values in table below and Footnote F in Table C402.1.3 for eligibility requirements. Alternate continuous insulation nominal R-values This alternate nominal R-value compliance option is allowed for projects complying with all of the following: 1.The ratio of the cross-sectional area,as measured in the plane of the surface,of metal penetrations of otherwise continuous insulation to the opaque surface area of the assembly is greater than 0.0004(0.04%),but less than 0.0012(0.12%). 2.The metal penetrations ofotherwise continuous insulation are isolated or discontinuous(e.g.,brick ties or other discontinuous metal attachments,offset brackets supporting shelf angles that allow insulation to go between the shelf angle and the primary portions ofthe wall structure).No continuous metal elements(e.g.,metal studs,z-girts,z-channels, shelf angles)penetrate the otherwise continuous portion of the insulation. 3.Building permit drawings shall contain details showing the locations and dimensions of all the metal penetrations(e.g., brick ties or other discontinuous metal attachments,offset brackets,etc.)of otherwise continuous insulation.In addition, calculations shall be provided showing the ratio of the cross-sectional area of metal penetrations of otherwise continuous Assemblies with Alternate option For assemblies Stith Alternate option For assemblies Frith contiaeoes metal penetration-,,greater than onelat penetrations,greater that or ea:alaRon(see 0.010o but less than 0.0346 equal to 0.084A bat Less than 0-124 definition R-9.5ca R-11 9d 3L-130 R-11.ld R-14.3ci R-15.7ci R-13 3ci R-16-6ci R-18 3ci R-15 2ci R-Mazi R-2Id R-30d R-39d P 42ci R-38d R—tgd R-53ci R-I3+R-7.5d R-13+P_946 R-13+R-10.3ci R-13+R-106 R-13+R-12.5d R-13+R-13.8ci R-13+R-12-5d R-13+R-15.6ci R-13+R-17.26 R-13+R-13ci R-13+R-16.3d R-13+R-17.9ci R-19+R45d R-19+R-10.6d R-19+R_11.76 R-19+R-146 R-I9+R-17.5d R-19+R-192ci R-19+R-16d R-19+1t20d R-19+R-221d R-20+R-3.8d R-20+R4.86 R-20.+R-5_36 R-21+R-Ste R-21+R-4 3 d 1t 21+R-6.9ci End of Envelope Requirements Summary t r FenestrationVertical • Adjustment Calculations If vertical fenestration area exceeds maximum allowed per Section C402.4.1,then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this worksheet is for reference only and is write-protected.Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms. VF=Vertical fenestration NW=Net above grade wall(excludes fenestration and doors.) DR=Opaque doors Gross Exterior Above-Grade Wall Area=VF+NW+DR AG=Above- rade Proposed Areas Vertical Fenestration-I VF= 2 ?j Opaque-> NW= [ 97ifa 3. DR=ZO Gross Exterior Max Vert.Fen.% Maximum Target AG Wall Area (C402.3.1) Vert. Fen.Area [ 82[P I X 14 .�} — 100 = 2&2 - a Total Vertical Delta Vertical Excess Vertical Fenestration Maximum Target Fenestration 0 Fenestration 2[p 3 — Z�OZ . g — (}- II greater = y o. l Multiplier applied to all Total Vertical Excess Vertical Target Vertical Total Vertical Proposed Vertical Fenestration Fenestration Fenestration Fenestration Target VF Multiplier Fenestration Areas to _ calculate Target Vertical Fenestration Area Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Mult. Multiplier applied to all + _ — = Proposed Opaque Above- Grade Wall Areas to Target Areas - UA calculate Target Above- Target Wall Area Commercial Vertical Fenestration Proposed Area Target VF Mult. Target Area Non-metal frame X = Metal frame,fixed X = Metal frame,operable X = Metal frame,entrance door X = Target areas in shaded Above-grade Wall Proposed Area Target Net Wall Mult. Target Area boxes are applied to Steel Frame X = target areas on ENV-UA Metal Building X Wood I Other frame X = Mass X = Mass Transfer Deck X = Group R Mass X = Sum of target above-grade Sum of Proposed Sum of Target wall and vertical fenestration areas are Target Areas - SHGC x A calculated to equal the Non-North Vertical Fenestration Proposed Area Target VF Mult. Target Area PF<0.2 X 025PF<0.5 X = PF>_0.5 X = SHGC target areas in shaded boxes are applied North Vertical Fenestration to target areas on ENV- PF<0.2 X = SHGC 0.25PF<0.5 X = PF>_0.5 X ,SkylightTargetAdjustment . • If skylight area exceeds maximum allowed per Section C402.4.1,then Target Area Adjustment of all applicable envelope elements is required. This SKY=Skylight NR-Net roof(excludes skylight) Gross Exterior Roof Area=SKY+NR Proposed Areas Skylight(Horizontal Fenestration)-> SKY= Opaque Roof -> NR= Gross Exterior Max Skylight% Maximum Skylight Roof Area (C402.3.1) Fenestration Area X — 100 = Total Skylight Area Maximum Target Delta Skylight Area 0 Excess Skylight _ greater Total Skylight Area Excess Skylight Tar et Skylight Area Total Skylight Area Target SKY Multi tier Multiplier applied to all gg p Proposed Skylight Areas to calculate Target Skylight Area Net Roof Area Excess Skylight Target Net Roof Area Net Roof Target Net Roof Mult. Multiplier applied to all _ — Proposed Opaque Roof + Areas to calculate Target Roof Area Target Areas - UA and SHGC x A Skylight Proposed Area Target SKY Mult. Target Area All X Roof Proposed Area Target Net Roof Mult. Target Area Target areas in shaded Insulation Above Deck X — boxes are applied to target Metal Building X areas on ENV-UA Joist/Single Rafter X Attic/All Others X = Sum of Proposed Sum of Target Sum of target roof and skylight areas are calculated to equal the r CalculationSHGC 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Title: 1 -Fill this line out on PROJ-SUM Date 07/01/2016 Fenestration Area as%gross above-grade wall area Max.Target: For Building Department Use Skylight Area as%gross roof area Max.Target: Vertical Fenestration Alternates: None Selected on ENV-SUM Notes:1-Proposed vertical fenestration and skylight areas entered in ENV-SHGC must match proposed fenestration areas in ENV-UA. 2-If Target Area Adjustment is required per ENV-UA,then target areas will be automatically adjusted in ENV-SHGC.Refer to Target Area Adjustments worksheet for this calculation. 3-Fenestration assembly SHGC shall be the manufacturer's NFRC product rating,or shall be the default value per Section C303.1.3. 4-Fenestration that separates conditioned space from a non-conditioned space shall be included in this worksheet Enter target SHGC values for this fenestration under proposed SHGC,so it is neutral to the calculation Skylights Proposed SHGC Target SHGC Sch ID Provide SHGC source and fenestration schedule ID SHGC x Area(A) =SHGC x A SHGC x Area(A)= SHGC x A set occ. SHGC set occ. Skylight Totals All Non-North Vertical Fenestration+ Proposed SHGC Target SHGC++ Sch.ID Provide SHGC source and fenestration schedule ID PF SHGC x Area(A)=SHGC x A PF SHGC x Area(A)= SHGC x A Category PF<0.2 set occ. 0.25PF<0 5 set occ. PF Z 0.5 set occ. ++If projection factor(PF)credits are applied to the proposed design, Target SHGC will sum fenestration area by PF category. +If PF credit is applied, then vertical fenestration Non-North Window Totals must be entered in the correct table according to orientation. If credit is not applied then all vertical fenestration can be entered in either table. North Vertical Fenestration+ Proposed SHGC Target SHGC++ PF Sch.ID Provide SHGC source and fenestration schedule ID PF SHGC x Area(A)=SHGC x A Category SHGC x Area(A)= SHGC x A PF<0.2 set occ. 10.25PF<0.5set occ. PF z 0.5 set occ. ++If projection factor(PF)credits are applied to the proposed design, Target SHGC will sum fenestration area by PF category. North Window Totals TO COMPLY-The Proposed Total SHGC x A Area SHGC x A Area SHGC x A shall not exceed the Target Total SHGC x A. Total(Skylight+Window) Component Performance Compliance (SHGC Occupancy Group not selected BuildingPermit Plans Checklist, • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Title: 1 -Fill this line out on PROJ-SUM Date 07/01/2016 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. ,Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes SCOPE Low energy spaces are identified on plans;include project information,and C402.1.1 Low energy spaces calculations if applicable,that demonstrate spaces are eligible for envelope provisions exemption Semi-heated spaces are identified on plans,include calculations that C402.1.1.1 Semi-heated spaces demonstrate spaces are eligible for wall insulation exemption Provide building area,average wall and roof U-factor,and installed C402.1.2 Equipment Buildings equipment information that demonstrates equipment building is eligible for envelope provision exemption Walk-in and Cooler and freezer spaces are identified on plans;C410 envelope C410.2 warehouse cooler and freezer spaces compliance forms provided(pending) C101.4.1 Mixed occupancy Spaces with different occupancy requirements are identified on plans Existing unconditioned spaces changing to semi-heated or conditioned C503.2 Change of space space,and existing semi-heated spaces changing to conditioned space,are conditioning identified on plans.Include calculations that demonstrate baseline and final level of conditioning. Existing F,S and U-occupancy spaces undergoing a change in occupancy are indicated on plans;include calculations that demonstrate upgrade complies with the current WSEC. Change of Pre-2002 Group R spaces undergoing a change to a commercial C505.1 occupancy occupancy are indicated on plans;include calculations that demonstrate upgrade complies with the current WSEC. Non-Group R occupancy spaces undergoing a change to Group R are indicated on plans;include calculations that demonstrate upgrade complies with the current WSEC. ENVELOPE PROVISIONS Indicate envelope insulation compliance path and provide applicable forms; C103 2 Compliance ENV-PRESCRIPTIVE or ENV-UA/ENV-SHGC for component performance C103 6.3 documentation If complying via total buidling performance,provide a list of all proposed envelope component types,areas and U-values C303.1.1 Insulation Indicate identification mark shall be applied to all insulation materials and C303.1.2 identification insulation installed such that the mark is readily observable during :inspection C303.1.3 Fenestration product Fenestration products shall be labeled with rated U-factor,SHGC,VT,and C402.4.3 rating Ileakage rating Indicate installation methods,thicknesses,densities and clearances to C303.1.1 General insulation achieve the intended R-value of all insulation materials; C402.2.1 installation Where two or more layers of rigid insulation will be used,indicate that edge joints between layers are staggered Indicate R-value(s)of cavity/continuous insulation on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted ceilings per A102.2(std,adv); _ C103.2 Roof assembly Provide area weighted average U-factor calculation for insulation whose C402.2.2 insulation thickness varies by 1 inch or less; Indicate effective U-factors of tapered insulation entirely above deck per Al02.2.6;include roof configuration and slope,maximum R-value at peak and minimum R-value at low point for all roof surfaces Indicate R-values for thermal spacers and each insulation layer,and liner system(LS)method for metal building roofs C402.2.2 Skylight curb Indicate curb insulation R-value on roof section if not included in skylight insulation NFRC rating Indicate R-value(s)of cavity/continuous insulation on wall sections; Indicate framing materials on wall sections; Indicate method of framing for wood const per A103.2(std,int.adv); C103.2 Indicate material density category,wall weight and heat capacity for C402.2.3 Above/below grade qualifying mass walls; C402.2.4 wall insulation C303.2.1 For qualifying ASTM C90 masonry walls,indicate loose-fill core insulation material and percentage of cores filled including grouted cores,bond beams,vertical fills,headers and any other grouted cores; Indicate method of protection of exposed exterior basement/crawlspace wall insulation Building PermitPlans 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Project Title: 1 - Fill this line out on PROJ-SUM Date 07/01/2016 Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes C103.2 Indicate rated U-factor(swinging)or R-value(non-swinging-roll-up/sliding) C402.4.4 Opaque doors on wall sections or in door schedules-applies to doors with less than 50% glazed area Floor over outdoor or Indicate R-value(s)of cavity/continuous insulation on floor sections; C402.2.5 unconditioned space Indicate framing material on floor sections; insulation Indicate material density category and weight of qualifying mass floors Indicate R-value of continuous insulation on wall section or foundation detail; C402.2.6 Slab-on-grade floor Indicate insulation extends down vertically and/or horizontally the required C303.2.1 insulation distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation Indicate R-value of continuous insulation on wall section or foundation 1 Radiantly heated slab detail; C402 2. on-grade floor Indicate insulation extends down vertically from top of slab and then C303 2, insulation horizontally under the entire slab; Indicate method of protection of exposed exterior slab edge insulation Radiant heating Indicate insulation R-value behind radiant panels,U-bend/headers and C402.2.6 system insulation bottom surface of radiantly heated floors(other than radiantly heated slab- on-grade) C402,4.1 Provide calculation for total vertical fenestration area as a percentage of C502.2.1 vertical fenestration ,gross above grade wall area(WWR)for new construction,additions and C503.3.2 maximum area ,alterations In ENV-SUM Provide calculations showing that the percentage of overall conditioned floor area within daylight zones is equal to or greater than 50%in 1&2 story builidngs:OR Increased Provide calculations showing that the percentage of overall net floor area C4024.1.1 prescriptive within daylight zones is equal to or greater than 25%in buildings 3 stories or C405.2.4,1 maximum vertical more;include the gross floor area and list of spaces omitted for the net floor C502,2.1 fenestration area with area; C503.3.2 daylight zones and Note in envelope plans that all lighting fixtures located within daylight zones controls shall be provided with daylight responsive controls per WSEC Section C405.2.4.1;indicate method of control in lighting fixture schedules Indicate that the VT of vertical fenestration is at least 1.1 times the rated SHGC Indicate high performance U-factors and SHGC values in fenestration C402.4.1.3 prescriptive schedules; C502.2.1 maximum vertical — — — Fenestration area with If applicable,provide area-weighted U-factor calculation(s)used for multiple C503.3.2 high-performance fenestration elements within the same fenestration category per Table C402.3 Increased prescriptive Indicate that for eligibility,all occupied,conditioned spaces will be served by C402.4.1.4 maximum vertical C403.6 fenestration area with a dedicated outside air system(DOAS)that delivers ventilation air without DOAS mechanical requiring operation of the heating/cooling system per Section C403.6 systems Wall/vertical Indicate if component performance with target area adjustment will be used C402.1.5 fenestration target to account for vertical fenestration area in excess of the prescriptive area adjustment maximum allowed C402.4.1 Skylight maximum Provide calculation for total skylight area as a percentage of gross roof area C502.2.2 area (SRR)for new construction,additions and alterations in ENV-SUM C503.3.3 C402-1.5.2 Roof/skylight target Indicate if component performance with target area adjustment will be used area adjustment to account for skylight area in excess of the prescriptive maximum allowed Indicate U-factors,SHGC and VT values in fenestration schedules; U-factors,SHGC and If applicable,provide area-weighted U-factor calculation(s)used for multiple C402 4.3 VT for all fenestration fenestration elements within the same fenestration category per Table C3031.3 assemblies C402.3 Indicate if values are NFRC or default;if default then specify frame type, glazing layers,gap width,low-e coatings,gas-fill Permanent shading For windows with overhangs or permanent projection shading devices, C402.4.31 devices provide projection factor calculations(Equation C4-6)and associated minimum SHGC for north and non-north orientations � �U BuildingPermit Plans Checklist, • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Project Title: i - Fill this line out on PROJ-SUM 'Date Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes In single story buildings,provide list of enclosed areas that exceed 2.500 sf, have ceiling height greater than 15 ft.and are space types required to comply with this provision.For each area identify space type,floor area, floor to ceiling height,and any exception taken; Spaces in single For each area provide calculations for percentage of conditioned floor area C402.4.2 story buildings located within a daylight zone including skylight and eligible sidelight requiring skylights daylight zones; For each area provide calculations for percentage of skylight area,OR; Provide calculations for skylight effective aperture(Equation C4-5); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE Indicate location of continuous air barrier on plans and sections; Air barrier — C402.5.1.1 construction and Provide details for all joints,transitions in materials,penetrations in air sealing barrier and note method of sealing(caulked,gasketed,or other approved method) Rooms containing Indicate that room(s)containing non-direct vent appliances is isolated from open combustion fuel inside the thermal envelope with a sealed air barrier, including doorway C402 5 3 burning appliances gasketing and sealing around ductwork and piping penetrations; used for space Indicate insulation provided in wall,floor and ceiling of the room envelope, conditioning and insulation required on combustion air ductwork Access openings and Indicate locations of all access openings and doors to shafts,chutes, C402.5.4 doors to shafts, stairways and elevators; chutes,stairways and Indicate method of gasketing,weatherstripping and sealing of these doors openings Indicate locations of all stairway enclosure,elevator shaft and building C402.5.5 Outdoor air intakes, pressurization relief openings,outside air intakes and exhaust openings; C403.2.4.3 exhausts and relief Note in envelope plans that all relief,outside air intake and exhaust openings openings shall be provided with dampers in accordance with Mechanical Section C403.2.4.3 Indicate method of sealing between light fixture housing and wall or ceiling; C402.5.8 Recessed lighting in building envelope Note in envelope plans that all recessed lighting fixtures shall be IC rated and have an air leakage rating not greater than 2 cfm per ASTM E283 test; include these requirements in lighting fixture schedules C402.5.6 Loading dock seals Indicate weather seal at cargo and loading dock doors Indicate locations and dimensions of vestibules and air curtains; Indicate exception and criteria utilized for all building entrances and exits C402.5.7 Vestibules that do not have a vestibule or air curtain; Indicate required performance for air curtains installed per exception 7; For unconditioned vestibules,indicate which envelope assembly(interior or exterior)complies with the requirements for a conditioned space Indicate on plans the air barrier boundaries and area calculations on all six sides of the air barrier; Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; C103.2 Building air leakage Indicate required maximum leakage rate for compliance, C402.5.1.2 test Include the following requirements in project documents:(1)Submit air barrier test report to jurisdiction once test is completed;(2)If test results exceed 0.4 cfm/ft2 at 0.3 in.wg,then visually inspect air barrier and seal noted sources of leakage;(3)Submit a follow-up report to jurisdiction noting corrective measures taken; (4)Include air barrier test report in compliance documentation provided to owner. If"no"is selected for any question, provide explanation: End of Building Permit Plans Checklist EXISTING UTILITIES AND LOCATIONS SHOWN ARE NOT GUARANTEED TO BE COMPLETE OR , ACCURATE.THE CONTRACTOR MUST RELY ON FIELD LOCATION INFORMATION PROVIDED BY THE RESPECTIVE UTILITIES. Knave;her below. Call before you dig. 1-800-424-5555 OR " 456-8000 north 40 0 40 o a o SCALE: 1" = 20' -_ ZL - - - - - - - - - - - - - - 8 ' LINE TABLE I LINE LENGTH DIRECTION START NOR6THING START B2A6ST61NG END ZORT3HING END1EEAfiST612G Z Z y W I L101 70.09 S46°00'00"W 422917.48 1318261.72 422868.79 1318211.30 w Z U Q o N . . L102 67.74 S08°26'37"E 422855.36 1318206.73 422788.35 1318216.68 J O L103 163.42 N01°29'34"E 422787.73 1318288.08 422951.10 1318292.34 CL ¢ • t o L105 37.13 S46°00'00"W 422897.56 1318258.37 422671.77 1318231.68 _ pi L106 49.76 S08°26'37"E 422840.58 1318221.06 422791.36 1318228.3] Z L107 51.02 N08°26'37"W 422793.20 1318249.32 422843.67 1318241.83 O t L108 25.22 1446°00'00"E 422856.66 1318246.25 422874.18 1318264.39 W C W Y L109 15.20 N01°29'36"E 422878.64 1318266.44 422893.83 1318266.84 �Ico Z p^ I ©1'1(y LL �W W L110 5.11 S88°O6'S4"W 422844.34 1318262.37 422644.18 1318257.27 (�U L112 41.06 S08°26'37"E 422840.74 1318254.40 422800.12 1318260.43 Q Z 25 V_ L114 40.92 N01°29'36"E 422800.36 1318264.40 422941.27 1318265.47 �6 Lu m xx � Z N W W W W elf N W W W 07�p `2 W c M y.WWW. WWWW. W^O^ 1109 U r� C'18 CURVETABLE < W Water Stub CURVE LENGTH RADIUS A CHORD TANGENT W 00 C100 46.69 30.00 89.1674 42.117 29.567 CI C102 15.54 20.00 44.5068 15.148 8.184 o ` C104 14.73 15.50 54.4436 14.181 7.973 .. C106 33.32 27.50 69.4284 31.322 19.052 �p C�c1 C107 13.85 10.00 79.3778 12,772 8.299 ��pE WASgj�C "W O^ry^e 010, C108 47.46 30.00 90.6435 42.664 30.339 A C170 34.21 36.00 54.4436 32.935 18.519 C112 23.76 17.00 80.0760 21.872 14.284 3g520�Z6� p v C113 8.72 5.00 99.9240 7.656 5.951 "'OOO .pEGSTAa- E .". o W W C115 14.25 15.00 54.4436 13,723 7.716 �'rONAL J 1 N C117 2.75 13.32 11.8320 2.746 1.380 C118 2.24 5.00 25.7024 2,224 1 1,141 C120 11.82 5.00 135.4932 9.255 12.220 C121 5.06 3.00 96.5586 4.478 3.365 C122 5.94 2.00 170.0632 3,985 23.006 C123 4.89 3.00 1 93.3782 4.366 3.182 SS w M Z LU o0 d LU N O Q N Of HORIZONTAL CONTROL PLAN o x 57 7 my M-17 yMa JR8 JR8 �e MPM M� FOR CONSTRUCTION C3.0A EXISTING UTILITIES AND LOCATIONS SHOWN ARE NOT GUARANTEED TO BE COMPLETE OR , ACCURATE.THE CONTRACTOR MUST RELY ON FIELD LOCATION INFORMATION PROVIDED BY THE RESPECTIVE UTILITIES. Knave hmr below. Call before you dig. 1-800-424-5555 OR " 456-8000 north 40 0 40 O 58830"2fi E 440.77 SCALE: 1" = 40' g 16 - - - - - - - S .. 2 / O O® ® SI79"'1"W 1800'� N88'30"26"W 13763' / 11883021W 215.12" L J GENERAL NOTES 51 W 21..11'A� J 26 F9 8830'26"W 4421' LL 1 / elelJ 1. ASPHALT PAVEMENT SHALL BE IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUIREMENTS. 20 / 2. SEE SHEET C2.0 FOR GRADING. 21 / 3. SEE SHEET U1.0 AND U1.3 FOR UTILITIES. a L_ LEGEND(PROPOSED) (_ _ _ z 16 25 � - - - - - HOT MIX ASPHALT PAVEMENT Z } 24 w� z + r a CONCRETE SIDEWALK � � � o HIM 22 � I I Q d o 21 I POROUS CONCRETE _ t . . 4 9 2 3 i6 2 z . . . _ • - - - '_ I3 LANDSCAPE AREA, EE LANDSCAPING PLANS O . . . . . . . . . . . . . . . . . co W $ �/ O / / / .LL.`.I`L_• 14 I O I �O O O GRASS PAVERS C/) z c� s II 1 I o SITE INFORMATION W 06 CURB Q . III 1•-LL-.:1.6- • _ , '.'`P`.''.'`.'♦♦ 25 121 4 III III 25 IIII III 7 +. IIII 3 IIII SITE AREA:5.5 ACRES BUILD AREA:31,413 S.F.5 UW PARKING SPACES:157 W N 15 HANDICAP PARKING: 4VAN-ACCESSIBLE TC - . ` 19 ul T� ACCESSIBLE 9 ACCESSIBLE SPACES 2 3 3 GENERAL CONSTRUCTION SCHEDULE LL PROVIDE Q TOTAL Zcrpn: LL Mrnu1 2 H LLL 1,• II 6 II 2 1 I O HMA ASPHALT SURFACE PER SECTION,SHEET C5.0 U LLL V . . . 21 II 5 II � _ _ _ _ _ _ / a LL O ••`•`• q I 4 II O TYPE W CURB PER DETAIL,SHEET C5.0 ISLAND DETAIL LLL A \ X Q 4' TGU DSHACK II 6 SCALE NTs g ® II O CONCRETE BOLLARDS PER DETAIL,SHEET C5.1 f 5 } LLL Q 25 I I II i6 -,I ® ADA PARKING STALL PER DETAIL,SHEET C5.0 mo LL O ADA PAINTED SYMBOL PER DETAIL,SHEET C5.0 ��OE WASg2�c LLL L ' .... 12 14 14 a LL ,J I O 2 © ADA SIGN PER DETAIL,SHEET C5.0 m LLL •` ° LLL 3 Q 6"CURB 12 21 V LLL 21 - WHEEL STOP PER DETAIL,SHEET C5.0 +� 3eszo2IZG1 x \� a O L L R�'GISTE '9 1 C ® 4"YELLOW PAINTED PARKING STALLS PER DETAIL,SHEET C5.0 �'rONALG DETECTABL LLL L \ ` s8so'2s"E Iazss�` WARNING MAT LLLLL LLL 3 ' - AC LITY O PAINTED ISLAND/ACCESS AISLE,PER DETAIL,SHEET C5.0 LLL LLLL �/ '•` .' �Q LLLLLLLLL DUMPSTER ENCLOSURE,SEE DETAIL SHEET C5.0 `- LLLLLLLL 3 I -`• 23 LLLL I •`23. 11 GRASS RING PAVERS,SEE DETAIL SHEET C5.1 16 PERMEABLE PAVING SIDEWALK,SEE DETAIL SHEET C5.0 TA=TC STEEL SECURITY FENCE PER DETAIL,SHEET C5.2 T . . . . . . „ - - - - - - - - - - - - - - - - - - - - - 6 �Q 18"WIDE SPEEDBUMP,SEE DETAIL SHEET C5.0 �- O 20 - 5 POROUS CONCRETE PER SECTION,SHEET C5.0 Z N ISLAND DETAIL ' : s 6 LL. 4 w rn SCALE:NTS - 21 - TRAFFIC ARROW(TYP)PER DETAIL,SHEET C5.1 LLI a - 5 16 24 FT WIDE AUTOMATIC DOUBLE GATE WITH CARD READER PER DETAIL, = N Z 12 O 15 SHEET C5.1 U Z O d 0 13 '•- •-' 15 �-- 5� 2 } $ 12'AUTOMATIC GATE WITH CARD READER PER DETAIL,SHEET C5.1 o Z N 6 O 2 STRAIGHT BAR BARRIER GATE(TENET MODEL#TAB-320Y OR EQUAL)WITH d' :: 2 :- 19 CARD READER(TENET MODEL#TRF-820 OR EQUAL) Q - -`•N6es0'P6"ri,•3J6.g9:',•.'.'.'.'.'•-.•-••'•`• •`•`•`•-••- 2O ADA SIDEWALK RAMP TYPE'A'PER DETAIL,SHEET C5.1 iN .LLLL•--- - - - - - ___________ O ADA SIDEWALK RAMP TYPE B PER DETAIL,SHEET C5.1 - - - 2� AIL 13 22 ADA SIDEWALK RAMP TYPE'C'PER DETAIL,SHEET C5.1 23 48"SWING GATE,SEE SPECIFICATION SHEET Z4 CARD READER,POST R STEEL BOX,SEE SPECIFICATION SHEET 5�17 SITE PLAN Cio-fz-fe SCALE:1"=40' 2J CROSSWALK PER DETAIL,SHEET C5.0 g�a IRS RS Q$ 24 FT DRIVEWAY APPROACH a"a MPM M� FOR CONSTRUCTION C4.0A EXISTING UTILITIES AND LOCATIONS SHOWN ARE NOT GUARANTEED TO BE COMPLETE OR , ACCURATE.THE CONTRACTOR MUST RELY ON FIELD LOCATION INFORMATION PROVIDED BY THE RESPECTIVE UTILITIES. Knave hmr below. Call before you dig. 1-800-424-5555 OR " 456-8000 north 40 0 40 o a o SCALE: 1" = 20' -_ O1 STORM DRAIN '— — — — — — — — — — — — — — O2 18"PERFORATED PIPE 3 FILTRATION POND BOTTOM ELEV.126.28 C�00 O^O� 1 O z I Z Z I Lu Z o iu ' W 3 2 Q d o o (7 ,W.WWW U Z O W a U7 w ivy' w w w W�W Z ) uW Q �V 06 m xx 0� W c 12"TOP SOIL U d r _ d d° ��° " --------___LT WASHED ROCK W C'18 om GEOTEXTILE FABRIC 18"DIA PERFORATED PIPE �0 O ^ry^ C�2 ti°F wAsg�� O,L110, 38520UZ�'I ' W W SWALE TRENCH DRAIN DETAIL momST ." N.T.S. o -1 rn NOTE: rn 95%COMPACTED DENSITY FOR SUBGRADE 90%COMPACTED DENSITY BELOW 2'OF SUBGRADE �j Lu cn Lu Lu � � Z w Lu U Z Lu �'.. � o E a HORIZONTAL CONTROL PLAN 5n 7 my M-11 yMa JRS JRS �e MPM M� FOR CONSTRUCTION U1 .0A Date: 04/10/2026 Perm t#: 1670 Permit Date: 09/27/2017 Review Date: 09/27/2017 Perm it Type: COMM IRCIAL BUILDING Review Type: COMM 1RCIAL BUILDING Target Date: 10/04/2017 Scheduled Time 00:00 Com pleted Date: 10/02/2017 Description: No land use issues. The coffee stand will be placed on tribal land. Review Status: Assigned To: Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31052700201300 U SA IN TRUST FOR STILLAGUAMISH TRIBE USA INTRUST FOR STILLAGUAMISH TRIBE 3 322 236TH AVE NE PO BOX 277 5702 172ND ST NE A RLINGTON, WA98223 Zoning: 539 Other Retail Trade NECLot: Block: Date: 04/10/2026 Perm t#: 1670 Permit Date: 09/27/2017 Review Date: 09/27/2017 Perm it Type: COMM IRCIAL BUILDING Review Type: COMM 1RCIAL BUILDING Target Date: 10/04/2017 Scheduled Time 00:00 Com pleted Date: 09/29/2017 Description: All projects m tst m o-,t DOE SW MM W WRequriem Bits Review Status: Assigned To: Nova Heaton Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31052700201300 U SA IN TRUST FOR STILLAGUAMISH TRIBE USA INTRUST FOR STILLAGUAMISH TRIBE 3 322 236TH AVE NE PO BOX 277 5702 172ND ST NE A RLINGTON, WA98223 Zoning: 539 Other Retail Trade NECLot: Block: Date: 04/10/2026 Perm t#: 1670 Permit Date: 09/27/2017 Review Date: 09/27/2017 Perm it Type: COMM IRCIAL BUILDING Review Type: COMM 1RCIAL BUILDING Target Date: 10/04/2017 Scheduled Time: 00:00 Com pleted Date: 10/04/2017 Description: M cnitoring m alhole will be required JL Review Status: Assigned To: PW-SEW REV Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31052700201300 U SA IN TRUST FOR STILLAGUAMISH TRIBE USA INTRUST FOR STILLAGUAMISH TRIBE 3 322 236TH AVE NE PO BOX 277 5702 172ND ST NE A RLINGTON, WA98223 Zoning: 539 Other Retail Trade NECLot: Block: Date: 04/10/2026 Perm t#: 1670 Permit Date: 09/27/2017 Review Date: 09/27/2017 Perm it Type: COMM IRCIAL BUILDING Review Type: COMM 1RCIAL BUILDING Target Date: 10/04/2017 Scheduled Time: 00:00 Com pleted Date: 10/03/2017 Description: After review of the plum hng plan back-flows m a'be required. GS Review Status: Assigned To: PW WAT-REV Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31052700201300 U SA IN TRUST FOR STILLAGUAMISH TRIBE USA INTRUST FOR STILLAGUAMISH TRIBE 3 322 236TH AVE NE PO BOX 277 5702 172ND ST NE A RLINGTON, WA98223 Zoning: 539 Other Retail Trade NECLot: Block: Date: 04/10/2026 Perm t#: 1670 Permit Date: 09/27/2017 Review Date: 09/27/2017 Perm it Type: COMM IRCIAL BUILDING Review Type: COMM 1RCIAL BUILDING Target Date: 10/04/2017 Scheduled Time 00:00 Com pleted Date: 09/27/2017 Description: Lots-o-red, approved. Review Status: Assigned To: z.Rick Karns Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31052700201300 U SA IN TRUST FOR STILLAGUAMISH TRIBE USA INTRUST FOR STILLAGUAMISH TRIBE 3 322 236TH AVE NE PO BOX 277 5702 172ND ST NE A RLINGTON, WA98223 Zoning: 539 Other Retail Trade NECLot: Block: Permit#: 1670 Permit Date: 09/27/17 Permit Type: COMM HZCIAL BUILDING Project Nam e Walker's Coffee Co. Applicant Nam a Thom Naum mn Applicant Address: 16815 116th Street SE Applicant, City, State, Zip: Snohom sh, WA98290 Contact: Thom Naum ain;Abby Walker Phone: 360-568-4888; 425-344-3947 Em al: tpnaum ain@aol.com; Scope of Work: Coffee Stand Valuation: 99059.37 Square Feet: 1076 Num ber of Stories: 2 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 12/15/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wner Nam e Ovner Phone Zoning 31052700201300 5 702 172ND ST NE S ection 27 Township 31 USA IN TRUST 539 Other Retail Range 05 Quarter NW ALL FOR Trade NEC THAT PTN NE 1/4 NW 1/4 STILLAGUAMISH BEING PTN REV LOT 1 SP TRIBE REC AFN 8304280231 DAF COM NW COR SD NEIA NW 1/4 FROM WHICH NE COR SD SUB BEARS S88*30 20E DIST 1330.68FTTH S02*07 28W ALG W LN SD SUB DIST 30.00FT TAP 30.00FT S OF AS MEAS PERP TO N LN SD SUB TH S88*30 20E DIST 634.40FT TPOB TH CONT S88*30 20E DIST 440.63FT TO NE COR SD LOT 1 TH S02*07 28W ALG E LN SDLOT 1 DIST 667.29FT TO ANG PT IN SD E LN TH N88*30 20W ALG SD E LN&ITS WLY EXT DIST 316.41FT TAP WH BEARS S08*26 28E FROM TPOB TH N08*26 28W DIST 677.41FT TPOB PER CITY OF ARL BLA NO PLN 20100022REC AFN 201010045003 Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# Visual Concepts,LLC Z ack Deckett 4 25-512-1923 3616 Colby Ave CONSTRUCTION Labor and VISUACL884C4 PMB306 CONTRACTOR Industries Inspections Date Inspection Type D escription S cheduled Date C om lieted Date I nspector Status Inspection#1-No Entry C20.BUILDING Inspection#2-Final will be 11/20/2018 FINAL approved when backflow is 11/13/2018 1 1/13/2018 B UILDING Com lieted tested&Health Dept approval is com liete 1.Address Num ters C10. 2.Backflow test 11/09/2018 MECHANICAL 3.HWT pan drain to floor 11/09/2018 1 1/09/2018 B UILDING Comlieted ROUGH-IN drain or exterior 4.com liete landscaping zak.deckett@gm al.com O1/03/2018 C20.BUILDING Approved FINAL Plan Reviews Date Review Type D escription A ssigned To R eview Status 09/27/2017 COMMIRCIAL No land use issues.The coffee stand will be placed on BUILDING tribal land. 09/27/2017 COMMIRCIAL All projects in ut in wt DOE SW M M W WRequriem acts N ova Heaton BUILDING 09/27/2017 COMMIRCIAL No com m ats,LT P W ADMIN-GIS BUILDING 09/27/2017 COMMIRCIAL Monitoring in aihole will be required JL P W-SEW REV BUILDING COMMIRCIAL After review of the plum hng plan back-flows in ay be 09/27/2017 PW WAT-REV BUILDING required.GS 09/27/2017 COMMIRCIAL Lots-o-red,approved. z .Rick Karns BUILDING 09/27/2017 COMMIRCIAL AIRPORT BUILDING Fees Fee D escription N otes A in Cant Building Plan Review T able 4-2 $ 1,102.89 Building Perm i T able 4-1 $ 1,225.72 Processing/Technology $25.00 State Surcharge- 1 st DU R esidential- 1 st Unit $ 4.50 Total $ 2,358.11 Attached Letters Date Letter D escription 11/27/2017 Building Perm i Paym arts Date Paid By D escription P aym art Type A ccepted By A m amt 09/29/2017 Abby Walker 6 6646190 c c $1,102.89 12/15/2017 Larry Walker 6 7706505 c c $1,255.22 O ttstanding Balance $0.00 Notes Date Note C reated By: Original valuation calculated was 136092.48 based on current value data table.Cost estim Ae 11/14/2017 was provided for the job totaling 99059.37.Perm i fee was reduced by$185.56 due to the Kristin Foster difference in valuation from square footage calculation and estim Ae provided. 09/27/2017 Contractor is TBD. K ristin Foster Uploaded Files Date File Nam e 11/28/2018 4230236-External-PR Approved Walker's Coffee Corn any 3 Approval Letter.m$ 11/28/2018 4230235-11 27 18 Walkers Coffee Com lany 3 Approval Letter.pdf 11/20/2018 4210945-1670 11-9-2018 Ins pection card.pdf 11/20/2018 4210873-1670 11-13-18Inspection Card.pdf 12/20/2017 2868188-1670 Issued Permt.pdf 11/15/2017 2778638-1670 Construction Cost Estim gte.pdf 09/27/2017 2654858-1670 Plans.pdf 09/27/2017 2654844-1670 Application.pdf Page 1 of 3 SnohomishOnline Government Information&Services County40 Washington Home Other Property Data Property Search>Search Results>Property Summary Property Account Summary 5/4/2018 Parcel Number 131052700201300 lProperty Address 15702 172ND ST NE,ARLINGTON,WA 98223-4734 General Information Section 27 Township 31 Range 05 Quarter NW ALL THAT PTN NE1/4 NW 1/4 BEING PTN REV LOT 1 SP REC AFN 8304280231 DAF COM NW COR SD NE1/4 NW1/4 FROM WHICH NE COR SD SUB BEARS S88*30 20E DIST 1330.68FTTH S02*07 28W ALG W LN SD SUB DIST 30.00FT TAP 30.00FT S OF AS MEAS PERP TO N LN Property Description SD SUB TH S88*30 20E DIST 634.40FT TPOB TH CONT S88*30 20E DIST 440.63FT TO NE COR SD LOT 1 TH S02*07 28W ALG E LN SDLOT 1 DIST 667.29FT TO ANG PT IN SD E LN TH N88*30 20W ALG SD E LN&ITS WLY EXT DIST 316.41FT TAP WH BEARS S08*26 28E FROM TPOB TH N08*26 28W DIST 677.41FT TPOB PER CITY OF ARL BLA NO PLN 20100022REC AFN 201010045003 Property Category Land and Improvements Status Active,Host Other Property,Locally Assessed Tax Code Area 00110 Property Characteristics Use Code 651 Medical&Other Health Services Unit of Measure Acre(s) Size(gross) 5.80 Related Properties 2740981 is Located On this property Parties Role Percent Name Address USA IN TRUST FOR PO BOX 277,ARLINGTON,WA Taxpayer 100 STILLAGUAMISH TRIBE 98223 United States USA IN TRUST FOR THE 911 NE 11TH AVE,PORTLAND,OR Owner 100 STILLAGUAMISH TRIBE 97232-4169 Property Values Value Type Tax Year Tax Year Tax Year Tax Year Tax Year 2018 2017 2016 2015 2014 Taxable Value Regular $417,921 $1,410,000 $1,300,500 Exemption Amount Regular $2,750,100 $1,868,200 $998,279 Market Total $2,750,100 $1,868,200 $1,416,200 $1,410,000 $1,300,500 Assessed Value $2,750,1001 $1,868,2001 $1,416,2001 $1,410,00 $1,300,500 Market Land $1,763,600 $1,763,600 $1,298,200 $1,298,200 $1,298,200 Market Improvement $986,500 $104,600 $118,000 $111,800 $2,300 Personal Property Active Exemptions Native American Events Effective Entry Date- Type Remarks Date Time https://www.snoco.org/proptax/(S(zl l3l sze42smmjjr4ktvdnwt))/parcelinfo.aspx 5/4/2018 Page 2 of 3 01/21/2016 06/21/2016 Tax Bill Recalculation Entity Tax Exemption for 2016 performed by strgmm 15:47:00 04/18/2016 05/25/2016 Owner Terminated Party/Property Relationship by sasdmr �09:25:00 04/18/2016 05/25/2016 Owner Added Party/Property Relationship by sasdmr 09:24:00 04/11/2016 05/25/2016 Property Assigned To Property Assigned to Transfer/Sale.Filing No.: 110 10 11,Statutory Warranty 13:33:00 Transfer/Sale Deed by sasset 04/11/2016 04/26/2016 Taxpayer Changed Property Transfer Filing No.: 1101011 04/11/2016 by straml 11:03:00 04/11/2016 04/26/2016 Excise Processed Property Transfer Filing No.: 1101011,Statutory Warranty Deed 04/11/2016 by 11:03:00 straml 09/30/2015 09/30/2015 Excise Processed Temporary Excise:T029202 Finalized to:E057329 13:13:00 09/28/2015 10/06/2015 Owner Terminated Property Transfer Filing No.:E057329 09/28/2015 by sasset 08:27:00 09/28/2015 10/06/2015 Owner Added Property Transfer Filing No.:E057329 09/28/2015 by sasset 08:27:00 09/30/2015 Property Transfer Filing No.:T029202,submitted by eREET 09/28/2015 by 09/28/2015 13:12:00 Excise Processed ASCEREET 12/27/2010 12/27/2010 Taxpayer Changed Party/Property Relationship by strjac 15:03:00 10/26/2010 10/26/2010 Property Characteristic 2011 Size(gross)changed from 11.99 to 5.80 by sasdas 15:48:00 Changed 10/26/2010 10/26/2010 Value Modification Type:Value Change Due to Segregation/Merger,Status:Approved,Tax Year: 15:36:00 2011 by sasdas 10/21/2010 10/21/2010 Value Modification Type:Value Change Due to Segregation/Merger,Status:Under Review,Tax 13:24:00 Year:2011 by sasdas 10/01/2010 10/11/2010 Taxpayer Changed Property Transfer Filing No.:419577 10/01/2010 by strlrm 09:05:00 10/01/2010 10/04/2010 Excise Processed Property Transfer Filing No.:419577,Statutory Warranty Deed 10/01/2010 by �14:35:00 strlam 03/10/2008 03/10/2008 Tax Bill Recalculation Manifest Error Board for 2008 performed by strpac 09:23:00 03/03/2008 03/03/2008 Value Modification Type:Manifest Error,Status:Approved,Tax Year:2008 by saslce 12:14:00 09/29/2004 09/29/2004 The situs address has by sasset 14:05:00 changed 03/21/2003 02/11/2004 Excise Processed Property Transfer Filing No.:472627,Quit Claim Deed 03/21/2003 by strphb 10:14:00 08/02/2001 08/02/2001 Annexation Completed CTYARL ORD 1231 ROETCISOENDER-annexed by CITY OF ARLINGTON 11:11:00 For Property for 2002-Revise District Membership by sascab Tax Balance No Available Tax Charges Information for this Property at the Moment. Installments Payable/Paid for Tax Year(Enter 4-digit Year, then Click-Here): 2ois Distribution of Current Taxes District I Ratel Amountl Voted Amount Non-Voted Amount TOTAL Pending Property Values Pending Ta Market Land Market Improvement Market Total Current Use Current Use Current Use Yea Value Value Value Land Value Improvement Total Value No Pending Property Values Found Levy Rate History Tax Year Total Levy Rate 2017 11.441932 2016 12.192001 2015 12.649392 https://www.snoco.org/proptax/(S(z1131 sze42smmjjr4ktvdnwt))/parcelinfo.aspx 5/4/2018 Page 3 of 3 Real Property Structures Description Type Year Built More Information Multitenant Retail Commercial 1986 View Detailed Structure Information FOG&BUTTER THRIFT Commercial 1980 View Detailed Structure Information Clinic Commercial 2017 View Detailed Structure Information Receipts Date Receipt No. Amount Applied Amount Due 03/17/2016 09:47:00 8638638 $5,100.58 $63,636.64 10/05/2015 14:19:00 8378292 $8,920.47 $8,920.47 10/05/2015 13:40:00 8378227 $0.00 $8,920.47 05/06/2015 00:00:00 8336329 $8,920.46 $17,840.93 11/04/2014 00:00:00 8045971 $8,135.53 $8,135.53 05/07/2014 00:00:00 7788567 $8,135.53 $16,271.06 11/06/2013 00:00:00 7500780 $8,315.12 $8,315.12 05/06/2013 00:00:00 7234297 $8,315.12 $16,630.24 Sales History Sale Date Entry Recording Recording Sale Excise Deed Transfer Grantor(Seller) Grantee(Buyer) Other Date Date Number Amount Number Type Type Parcels CORNEHL STILLAGUAMISH 09/28/2015 09/30/2015 09/28/2015 $1,950,000.00 E057329 W S CALVIN E& TRIBE OF No ELENA INDIANS STILLAGUAMISH USA IN TRUST 04/11/201604/26/201604/11/2016 $0.00 1 10101 1 W M TRIBE OF FOR THE �No INDIANS STILLAGUAMISH T Property Maps Neighborhood Code ITownship IRange ISection IQuarter JParcel Map 5203002 131 105 127 INW IView parcel maps for this Township/Range/Section Printable Version Developed by Thomson Reuters. @2005-2017 All rights reserved. Version 4.0.3.0 https://www.snoco.org/proptax/(S(zl l3l sze42smmjjr4ktvdnwt))/parcelinfo.aspx 5/4/2018