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Home My WebLink AboutKITSAP WAY, 3933Certificate of Occupancy Department of Community Development This certificate issued to the requirements of Section 110 of the International Building Code, as adopted by the Bremerton Municipal Code, certifies that at the time of issuance this structure complied with the requirements of the code for the occupancy and division of occupancy and the use for which the occupancy is classified. Issuance of a Certificate of Occupancy shall not be construed as an approval of a violation of the provisions of any building code or of the other ordinances of the City of Bremerton. ISSUED TO: STARBUCKS COFFEE #16935 SITE ADDRESS: 3933 KITSAP WAY OWNER: WMS LLC 600 108TH AVE NE STE 200 BELLEVUE, WA 98004 Type o Occupancy Occupant Code Sprinkle r Construction Classification Load Common Use Edition Req'd V -B A-2 / 88 COFFEE SHOP IBC 2009 N Permit Number: BB11 00677 Date: 06/28/2012 Business License Number: 29452 Jeannie Vaughn, Building Official Special Conditions: THIS CERTIFICATE MUST BE POSTED AND PERMANENTLY MAINTAINED IN A CONSPICUOUS PLACE KITSAP COUNTY HEALTH D I S T R I C T September 15, 2011 SCOTT W. LINDQUIST, MD, MPH, DIRECTOR 345 6`h STREET, SUITE 300 BREMERTON, WA 98337-1866 (360)337-5235 Shaney Mullen 5209 Lake Washington Blvd. NE, Suite 200 Kirkland, WA 98033 3 3 3 RE: PLAN APPROVAL FOR STARBUCK'S._2+9 KITSAP WAY Parcel Tax ID Number: 3783-008-029-0007 Dear Shaney Mullen': The Kitsap County Health District Food Program has reviewed the plans with respect to food service operation for Starbuck's to be located at 3929 Kitsap Way in Bremerton, Washington. In accordance with the Rules and Regulations of the State Board of Health for Food Service (WAC 246-215) and the Kitsap County Board of Health Ordinance 2005-8, the plans are approved. 1. All refrigeration must maintain potentially hazardous food at 41 degrees Fahrenheit or below. 2. Please be advised that this department requires the installation of food preparation sinks, ice machines and soda fountains to be indirectly plumbed, with a proper air gap in the drainage line. 3. Please ensure there is no risk of splash from the hand wash sink into the ice bin in the Back Bar Area. This can be done by the installation of a splash guard (if needed). Starbuck's will be permitted as a TYPE "L" (Limited Menu) food service establishment. Please contact me at least rive days �in advance of the intended opening to arrange for the pre- operational inspection. Thank you for your cooperation. If I can be of further assistance, please contact me at (360) 337- 4702 or email me at zollwd@health.co.kitsap.wa.. Sincerely, David A. Zollweg„ Environmental Health Techn' Food and Living Environment Program AAM rnastercraft: The Northwest's Powerful Choice A D CMT L4CTQV 1N iwc cavrnxrorts. uvc 219 Frontage Rd N, Ste B, Pacific WA 980347 Phone (253) 737-4367 Fax (253) 737-4812 6/27/12 City of Bremerton Inspector RE: Starbucks New Store, Kitsap Way Daylight & Occupancy Lighting Control Commissioning To Whom it may concern: Per the requirements of the Washington State Energy Code article 1513.7, we have tested the lighting controls to ensure the system components have been properly calibrated and adjusted. The Sequence of Operation has been tested to confirm the system is functioning as intended. A complete report of the test procedures and results will be filed with the owner. Regards, Chad Walior Mastercraft Electric www.mastercraftine.com BUILDING PERMIT INSPECTION CARD Building L( Plumbing 3933 KITSAP WAY STARBUCKS COFFEE - T.I. Mechanical Alarm/Sprinkler ❑ This Placard must be posted on or near building and the Permit & "Akroved" plans must be at the site. Permit # BBI 1 00677 Call the followina Aaencv Telephone Numbers for insaections: Building Department Inspections Call: (360) 473-5870 WATER - Public Works - Water: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 HEALTH - Kitsap Co. Health District: (360) 337-5285 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 415-4000 Inspection ons Mechanical Rough -In Plumbing Rough -In L&I - Electrical Cover Inspection Before Framing (State of Washington)__ Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) — _— Insulation - Wall Sheetrock Nailing Insulation - Ceiling L&I - Electrical Final Inspection FIRE - Final Inspection WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) _ Final Inspection - Zoning PW --Final Inspection - Utilities HEALTH - Health District Food Prep License Inspection Energy Code Commissioning Report to Budding Dept Final Inspection - Building Certificate of Occupancy Issued by Community Development POST ON SITE - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. C"1A4 -1 -Approved �lDate� Z Notes -lb • l � ,�l omo- S��a,%z.5 �=r 5- i 2 cpm . ..-- 17-1 - - 5.2JIz- .,? p - 6-It-wid 86our�— trOat'kr.,r-S L �I ice - -- -1 kA Al tFs Jet - 6_-2 - t-- _.. FINAL BUILDING (360) 473-5870 All of'the above must be approved. Occupancy approval for SFR only - Commercial structures require a .separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENTAPPROVAL PROTECT THIS CARD FROM THE WEATHER Print Parcel Search Map Kitsap County Parcel Search Page I of I i [Click here to Print] http://kcwppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP?CMD=INIT&PID=2499580 1/10/2012 Legend Parcels Road Names U, J UTH ST-- 3783-008-029-0007 lCopyright @ 2011 Kitsap Count This map is intended for display purposes only and is not intended DISCLAIMER: for any legal representations i [Click here to Print] http://kcwppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP?CMD=INIT&PID=2499580 1/10/2012 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT VALUATION Mechanical Fixture Fee Building Permit Plan Review Fee Plumbing Fixture Fee State Surcharge TOTAL FEES: �Qe Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries PERMIT NUMBER: 6611 00677 DATE ISSUED: 05/07/2012 3933 KITSAP WAY 5209 LAKE WASHINGTON BLVD NE STE 200, KIRKLAND,' 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 3320 WEST VALLEY HWY D-106, AUBURN, WA 98001 11/03/2012 STATUS: ISSUED $200,000.00 Commercial Building Permit w/ Mechanical/Plumbing $67.80 2215 STARBUCKS COFFEE - T.I. $1,727.00 2211 345 - 6th Street, Bremerton, WA 98337 $1,122.55 16-4580 Occupancy Group: $16500 2213 (360)473-5275 Fax: (360) 473-5278 $4.5010236 Flood Zone: $3,106.85}(' ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: APPLICANT NAME: FREIHEIT & HO ARCHITECTS PHONE: (425) 827-2100 ADDRESS: OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: CONTRACTOR: DB GENERAL CONTRACTORS INC PHONE: (253) 736-2980 ADDRESS: LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 09/13/2011 APPROVED: 01/10/2012 EXPIRATION: VALUATION Mechanical Fixture Fee Building Permit Plan Review Fee Plumbing Fixture Fee State Surcharge TOTAL FEES: �Qe Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries PERMIT NUMBER: 6611 00677 DATE ISSUED: 05/07/2012 3933 KITSAP WAY 5209 LAKE WASHINGTON BLVD NE STE 200, KIRKLAND,' 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 3320 WEST VALLEY HWY D-106, AUBURN, WA 98001 11/03/2012 STATUS: ISSUED $200,000.00 Commercial Building Permit w/ Mechanical/Plumbing $67.80 2215 STARBUCKS COFFEE - T.I. $1,727.00 2211 Building Code Edition: $1,122.55 16-4580 Occupancy Group: $16500 2213 Type of Construction: $4.5010236 Flood Zone: $3,106.85}(' Setbacks: �y S 'tation Method: r umber of Bedrooms: IBC 2009 A-2 Type V, Unprotected Type X Flood Zone (Front) (Side) (Rear) (Other) Square Footage: Bid Price from Applicant TOTAL FIRE: Fire Inspections (360) 473-5386 (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the conditions of this permit including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of i Community Development prior to any further inspections being performed or approvals granted. Page 1 of 4 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: SUBMITTED VALUATION Mechanical Fixture Fee Building Permit Plan Review Fee Plumbing Fixture Fee State Surcharge TOTALFEES CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 3783-008-029-0007 FREIHEIT & HO ARCHITECTS KITSAP RETAIL PARTNERS LLC TO ED 09/13/2011 $200,00000 $8780 2215 $1,727.00 2211 $1,122.55 16-4580 $16500 2213 $450 0236 $3,10685 ZONING: CC PHONE: (425) 827-2100 PHONE: (425) 453-1909 PHONE: Type X Flood Zone PHONE: 0 - SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: PERMIT NUMBER: 6611 00677 DATE ISSUED: 05/07/2012 3933 KITSAP WAY 5209 LAKE WASHINGTON BLVD NE STE 200, KIRKLAND,' 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 APPROVED: 01/10/2012 EXPIRATION: 11/03/2012 STATUS: ISSUED Commercial Building Permit w/ Mechanical/Plumbing STARBUCKS COFFEE - T.I. Building Code Edition: IBC 2009 Occupancy Group: A-2 Type of Construction: Type V, Unprotected Flood Zone: Type X Flood Zone Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be bome directly by the permit holder. Failure to substantiate code requirements will indemnify the Cityagainst any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy I have read, and agree to abiatho o his permit including all conditions"of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: g/ PRINTED NAME: LeJ,5Xy DA Czweryj DATE: Ili CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State (� Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on i construction documents and other data shall not prevent the building official from requiring i the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. I 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. Page 1 of 4 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360)473.5278 ASSESSOR NUMBER: 3783-008-029-0007 APPLICANT NAME: FREIHEIT & HO ARCHITECTS OWNER NAME: KITSAP RETAIL PARTNERS LLC CONTRACTOR: TOBESELECTED LENDER NAME: ZONING: CC PERMIT NUMBER: BB11 00677 DATE ISSUED: 05/07/2012 SITE ADDRESS: 3933 KITSAP WAY PHONE: (425) 827-2100 ADDRESS: PHONE: (425) 453-1909 ADDRESS: PHONE: ADDRESS: PHONE: 0- ADDRESS: 5209 LAKE WASHINGTON BLVD NE STE 200, KIRKLAND,' 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 SUBMITTED: 09/13/2011 APPROVED: 01/10/2012 EXPIRATION: 11/03/2012 STATUS: ISSUED 10. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. 11. (DCD-18) DCD: Main exit only may have a key -locking deadbolt. Other exit doors to be easily openable with no special effort or knowledge. Main exit door must be provided with a readily visible durable sign adjacent to the doorway stating "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". The sign shall be in letters not less than 1 inch high on a contrasting background. 12. (DCD-39) EXIT signs shall be internally or externally illuminated and must be provided with an emergency power source. EXIT shall be in capital block letters not less than 6" high in height with a stroke of not less than 3/4". I Provide Means of Egress Illumination at 1 footcandle at all times the building is occupied. The power to the fixture shall be supplied by the premises electrical supply. An emergency electrical system must illuminate all areas as required by IBC Section 1006. Provide sign stating "This door to remain unlocked when building is occupied." Exit doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. The unlatching of any leaf shall not require more than one operation. Provide lever -handled hardware. 13. (DCD-51) Certificate of Occupancy: A Certificate of Occupancy must be issued for the building prior to use and occupancy. Please call (360) 473-5870 to schedule the required final building i inspection after the final Development Engineering, Public Works, Planning Department, Health District and L&I Electrical inspections have been performed and approved. 14. (DCD-52) DCD: Gas Piping: Fuel or gas piping shall be inspected after the installation of fuel/gas piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel/gas piping system shall not be used until the final inspection has been performed and approved by a Building Inspector. Q� 15. (DCD-56) Combustion Air: In buildings of unusually tight construction, or within a garage, all fuel - burning appliances, other than cooking appliances and domestic clothes dryers, shall obtain combustion air from outside in accordance with the International Mechanical Code, i 16. (DCD-58) International Fuel Gas Code and/or the International Residential Code. To satisfy public records retention requirements and public disclosure requests, a set of as - built plans in electronic format shall be submitted to the Building Dept. before the final building inspection is scheduled. The format may be in .pdf (preferred), .jpg, or .tif electronic files and submitted on CD, flash drive or other acceptable method as determined by the information technology specialist. As -built plans include the civil drawings, site plan, floor plans, construction and structural drawings, and facility systems. 17. (OTHER) Installation of rooftop units is not covered in this permit. Separate permit required to install the rooftop units. Other mechanical work is included in this permit (ductwork, exhaust fans, etc.) 20. (FIRE -01) Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Page 2 of 4 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER- 6611 00677 DATE ISSUED: 05/07/2012 3933 KITSAP WAY 5209 LAKE WASHINGTON BLVD NE STE 200, KIRKLAND, ' 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 11/03/2012 STATUS: ISSUED Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal's office; Mike Six at Michael.Six@ci.bremerton.wa.us or (360) 473-5386 All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. All projects require a visible address during and after construction. All projects are required to have fire extinguishers unless exempt by the installation of a fire sprinkler system with quick response heads. FINAL FIRE INSPECTION WILL NOT BE SIGNED OFF WITHOUT A VALID AND USABLE ADDRESS. 345 - 6th Street, Bremerton, WA 98337 + (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: APPLICANT NAME: FREIHEIT & HO ARCHITECTS PHONE: (425) 827-2100 ADDRESS: OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: CONTRACTOR: TOBESELECTED PHONE: ADDRESS: LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 09/13/2011 APPROVED: 01/10/2012 EXPIRATION: PERMIT NUMBER- 6611 00677 DATE ISSUED: 05/07/2012 3933 KITSAP WAY 5209 LAKE WASHINGTON BLVD NE STE 200, KIRKLAND, ' 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 11/03/2012 STATUS: ISSUED Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal's office; Mike Six at Michael.Six@ci.bremerton.wa.us or (360) 473-5386 All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. All projects require a visible address during and after construction. All projects are required to have fire extinguishers unless exempt by the installation of a fire sprinkler system with quick response heads. FINAL FIRE INSPECTION WILL NOT BE SIGNED OFF WITHOUT A VALID AND USABLE ADDRESS. Page 3 of 4 PANIC HARDWARE EMERGENCY LIGHTING EXIT SIGNS 21. (CROSS -01) A cross -connection (source of potential contamination to domestic water supply) inspection is required prior to final inspection. Contact Earl Varner at (360)473-5927 to request an inspection. 22. (GREASE) An approved grease trap/interceptor is required at all facilities that may discharge fats, oils, and grease into the sanitary sewer system. Contact Earl Varner at (360) 473-5927 for grease trap/interceptor requirements. 23. (OTHER) Development must comply with BMC Title 20 and the Site Plan Review approval (BP08 00011). 24. (LU9) All driveways and areas used for loading, parking, and maneuvering motorized vehicles shall have a paved surface. 25. (LU26) This business must obtain a City of Bremerton business license prior to operation of the business. Please contact Jeanette Wischhoefer, (360) 473-5298 for more information or find the business license application at the City of Bremerton website. 26. (LU8) Landscaping is required per BMC 20.50 and must comply with the landscaping plan submitted. All landscaping must be installed prior to Final Building Inspection. 27. (LU12) Signs must comply with BMC 20.52. A separate permit is required for each sign. 50. (OTHER) The Health Dept. has approved the plans with respect to food service operations. A pre- operational inspection is required before opening and operating. Notify David A. Zollweg at 360-337-4702 or e-mail at zollwd@health.co.kitsap.wa. 55. (OTHER) At which time the Contractor has been selected, it is required they contact the Dept. of Community Development to provide them with their Contractors Labor & Industries Contractors license number along with current mailing address & contact information. Also a City of Bremerton business license is required. For City of Bremerton business license, please contact 360-473-5311. 100. (UTILITY -02) All utility fees and assessment shall be paid prior to final occupancy approval. Sewer and storm inspection fees to be paid before connection.. Page 3 of 4 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: APPLICANT NAME: FREIHEIT & HO ARCHITECTS PHONE: (425) 827-2100 ADDRESS: OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: CONTRACTOR: TOBESELECTED PHONE: 1 ADDRESS: LENDER NAME: PHONE: 0- ADDRESS: PERMIT NUMBER: 8611 00677 DATE ISSUED: 05/07/2012 —. —. __ � 3933 KITSAP WAY 5209 LAKE WASHINGTON BLVD NE STE 200, KIRKLAND,' 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 SUBMITTED: 09/13/2011 APPROVED: 01/10/2012 EXPIRATION: 11/03/2012 STATUS: ISSUED MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Mechanical Rough -In Plumbing Rough -In L&I - Electrical Cover Inspection Before Framing (State of Washington) Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) Insulation - Wall Sheetrock Nailing Insulation - Ceiling L&I - Electrical Final Inspection FIRE - Final Inspection WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) Final Inspection - Zoning PW - Final Inspection - Utilities Final Inspection - Building FIXTURE LIST Qty Description - Qty Description 5 C -Floor Sink and/or Indirect Waste 2 C -Furnace & Ducting greater than 100,000 Btu/h 2 C -Backflow Device less than or equal to 2" diameter 1 C -Gas Water Heater Vent & Combustion Air 2 C -Water Closet and/or Urinal 1 C-Gaspipe System LPG/NATL/OIL 1 C -Dish Washer 1 C -Bath Fan and/or Exhaust Fan 1 C -Grease Interceptor 9 C -Sink (Lavatory, Kitchen, Mop, or Bar Sink) 1 C -Hose Blbbs (1-4) Page 4 of 4 F1881!09RMITii do�� CENTER L D g coMMExcini. Building Permit Application Deparmlent. of Conununity Develownent * 345 - lith Street, Suite 600 * 13rc►nerton, N A 98337-1873 (360) 473-5275 * Fae (360) /1-711-5278 * wi%tiv.ci.brcmcrton.Nva.us icant: OwnerF] Contractor I I Authorized/Aeent 1A Business Name: Starbucks Coffee Site Address: Kitsap Way, Bremerton, WA 98312 To apply for a property address, contact Public Works at (360) 473-5270 CONTRACTOR: T.B.D. OWNER: WMS LLC, contact: Mark Wilson CITY OF BREMERTON Address: 600 108th Ave NE, Suite 530 F1881!09RMITii do�� CENTER L D g coMMExcini. Building Permit Application Deparmlent. of Conununity Develownent * 345 - lith Street, Suite 600 * 13rc►nerton, N A 98337-1873 (360) 473-5275 * Fae (360) /1-711-5278 * wi%tiv.ci.brcmcrton.Nva.us icant: OwnerF] Contractor I I Authorized/Aeent 1A Business Name: Starbucks Coffee Site Address: Kitsap Way, Bremerton, WA 98312 To apply for a property address, contact Public Works at (360) 473-5270 CONTRACTOR: T.B.D. OWNER: WMS LLC, contact: Mark Wilson Address: Address: 600 108th Ave NE, Suite 530 City, State, Zip: City, State, Zip: Bellevue, WA 98004 License # & Exp. Date: Phone #: 425 453-1909 Contact Name: Authorized Agent Name: Freiheit & Ho Architects Contact Phone #: Address: 5209 Lake Washington Blvd NE, Suite 200 Email address: City, State, Zip: Kirkland, WA 98033 Tax ID/Parcel #: 3783-008-029-0007 Phone #: ( 425 ) 827-2100 Sewer ❑ Septic Email address: smullen@fhoarch.com What is the application for? (Please check) ✓ New Construction Alteration Addition ❑ NEW COMMERCIAL ❑✓ TENANT IMPROVEMENT WITH WORK ❑ COMMERCIAL REMODEL ❑ TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION ❑ NEW SIGN ❑ COMMERCIAL REPAIR ❑ GRADING (Cubic Yards: ) ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION ❑ Interior❑ Exterior" =1 Foundation V%II** ❑ Roof/ Section** ** Separate demolition permit and fees required. Contact Public Kbrks for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. ❑OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? ❑ YES ❑✓ NO Scope of work proposed: Tenant improvement of a new coffee shop within shell under a separate permit. Work includes interior walls, new interior finishes, new casework, and 2 restrooms. All new plumbing, electrical and mechanical system will be installed. Square Footage: Building: 1,906 S.F. Construction Type: V -B non-sprinklered Valuation Plan Review Fee I Permit Fee Surcharge Total Fees $200,000 Oi� . 5 6-D S D 06731 Application for wnicn no permit is issueo wntnin i au nays tonowing the nate of appncauon snan expire oy limitation, ano pians ano otner aata submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the contr(VEGIE ED applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an appliog&jrufBreMrM after expiratio plicant shall resubmit plans and pay a new plan review fee. 9 2011 Applicant's So n ture Dat Department of Commuu* DiMtopment Rev. July 2008 CITY OF BREMERTO N NIA PERMIT NUMBER: 8611 00677 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER 3783-008-029-0007 APPLICANTNAME- KITSAP RETAIL PARTNERS LLC OWNER NAME: KITSAP RETAIL PARTNERS LLC CONTRACTOR- TOBESELECTED ZONING: CC PHONE (425) 453-1909 PHONE: (425) 453-1909 PHONE: SITE ADDRESS- 3933 KITSAP WAY ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS- 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS. LENDER NAME PHONE 0- ADDRESS: SUBMITTED: 09/13/2011 APPROVED: EXPIRATION: 03/11/2012 STATUS- PENDING i VALUATION: $200,00000 Commercial Building Permit w/ Mechanical/Plumbing Plan Review Fee $1,12255 16-4580 STARBUCKS COFFEE - T.I. (BB11 00673 FOR THE, BLDG SH -FELL) State Surcharge $450 0236 Building Code Edition: IBC 2009 k ` r Plumbing Fixture Fee $165.00 2213 Occupancy Group: A-2 Mechanical Fixture Fee $8780 2215 Type of Construction: rtiv` 5 5Q -Z. , t e Building Permit $1,72700 2211 Flood Zone: Type X Flood Zone TOTAL FEES $3,106.85 Setbacks: (Front) (Side) (Rear(Other) Sanitation Method: FILE �X HEALTH ❑ Number of Bedrooms: �LDG ❑ FIRE ❑ LU ❑ CCC. ❑ UE ❑ TRAFFIC Square Footage Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5394 DCD- Building Inspections (360) 473-5870 HEALTH. Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbslanuate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I 1 have read, and agree to abide by the conditions of this permit including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR i AGENT: PRINTED NAME: DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be Inspected shall be complete and ready for inspection. If an inspection Is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the. I Page 1 of 3 it I' 68 6�� Fe 00 LE . . . . . . . . . FI .r . ilk._ ''��L"A1- � ^, PERMIT CENTER Dept. of Community Development*345 — h Street, Suite 600*Bremerton* WA*98337-1873 0 Mechanical 0 Plumbing Type of Fuel: ❑ Electric 0 Gas ❑ Oil ❑ Propane Occupancy: ❑ Residential ✓❑ Commercial Site Address:-WaKitsap Way, Bremerton, WA 98312 CONTRACTOR: T.B.D. OWNER: WMS 1_I -c, contact: Maris Wilson Address: Address: 600 108th Ave NE, Suite 530 City, State, Zip: City, State, Zip: Bellevue, WA 98004 License #: Phone # 425 453-1909 Contact Phone #: Tax ID/Parcel #: 3783-008-029-0007 NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT >IO,000CFM ATMOSPHERIC VACUUM BR.KR 1-5 AIR HANDLING UNIT <10,000 CFM ATMOSPHERIC VACUUM BRKR >5 BATH FAN AND/OR EXHAUST FAN 2 BACKFLOW DEVICE <=2" CLASS 1 HOOD & DUCT SYSTEM BACKFLOW DEVICE > 2" CLASS 2 HOOD & DUCT SYSTEM BUILDING SEWER CLOTHES DRYER W/ EXHAUST CLOTHES WASHER 2 COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS DISHWASHER COMPRESSORS DRAIN PIPENENT PIPE ALTERATION COOK STOVE W/ EXHAUST DRINKING FOUNTAIN DUCT CHANGE W/O NEW FURNACE FLOOR DRAIN ELECTRIC FURNACEMEAT PUMP s FLOOR SINK/INDIRECT WASTE EVAPORATIVE COOLER GREASE INTERCEPTOR FIREPLACE -GAS OR GAS LOG INSERT HOSE BIBBS FIREPLACE -WOOD, OR WOODSTOVE INDUSTRIAL SAND/OIL INTERCEPTOR GAS WATER HEATER & VENT LAWN SPRINKLER W/ BACKFLOW DEV. GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/ BACKFLOW DEVICE NATURAL GAS FURNACE/DUCTING 9 SINK LAV, KITCHEN, MOP OR BAR PROPANE FURNACE/DUCTING SUMP PUMP PROPANE TANK <2000 GALLONS TUB AND/OR SHOWER UNIT UNIT HEATER 2 WATER CLOSET AND/OR URINAL OTHER: OTHER: OTHER: I OTHER: MECHANICAL FEES: 9,o PLUMBING FEES: Q Q TOTAL FEES: Applican 's gnature 'Ig�11 Dat ��B`' iemerwa SEP � 9 2011 rn nnitl�ent ILE T. T-� Bremerton Fire Department Fire Marshal f s Office Construction Assistance Bulletin 3cl 33 Operations checklist Project Address; ,ZRJ2'<9 Kitsap Way, Bremerton, WA 98312 Primary Contact: Shaney Mullen Email: smullen a-fhoarch.com Freiheit & Ho Architects Below is a checklist of activities which this occupancy will be performing during day to day operations, not during construction. Please check all that apply. Also, please provide a copy (in both PDF and DWF/DWG format) of ALL drawings and specifications for this project. Please check all that apply: Place a check next to any item that will be addediremoved or otherwise modified DURING CONSTRUCTION ONLY... Electrical Aviation Fire Alarm Battery Back Hood System Card swipe system HVAC Compressed Gases Building Access Site changes Windows up Elevator Doors Building security ALL NEW CONSTRUCTION Cooking Corrosives Cryogenics Emergency Generator Fireworks Flammable Flammable/Combustible Forklifts Material Liquids Gates Hot -work Large Ovens LPG Lumber/wood Motor vehicle Painting/powder coating Racks (12' or more in products repair height) Refrigeration Storage >6' Tire Storage Dust products will be System high produced Place a check next to any item that will be addediremoved or otherwise modified DURING CONSTRUCTION ONLY... Electrical Plumbing Fire Alarm Fire Sprinkler Hood System Walls HVAC Storm/Septic Building Access Site changes Windows Stairs Elevator Doors Building security ALL NEW CONSTRUCTION Items not mentioned: 3r � SEP v 9 2011 Department of Community Development .... ........ I..------._....... _.... iCity of Bremerton Department of Community Development 345-6 A Street, Suite 600 Bremerton, WA 98337-1873 •• • Phone: (360) 473-5275 ............. ........ Fax: 360 473-5278 NON-RESIDENTIAL BUILDING PERMIT CHECKLIST Applicant Shaney Mullen - Freiheit & Ho Architects Building Permit #:A811 0 0 W72 Date: _ All plans to be fully dimensioned or drawn to scale. 0 Cover Sheet (w/occupancy & type of const.) 0 Scope of Work 0 Completed Application Q Floor Area Breakdown 0 Floor Plan ❑ Framing Plan (cross-section) Elevations ❑ Foundation Plan 0 Barrier Free Compliance ❑■ Architectural/Engineered Drawings ❑ Street & Utility Permits Required? ■❑ Mechanical Plan OR Plumbing Plan 0 Riser Diagram ❑ NREC Stamp/Compliance Lighting ❑ Mechanical ❑ Envelope ❑ Erosion Control Plan Comments: Q Site Plan Q Zoning District Indicated ❑ Contractor Verification ❑ Landscape Plan ❑ Parking Plan ❑ SEPA Checklist ❑ Commercial Site Plan Review ❑ Vicinity Map ❑ Special Land Use Conditions Or Permits ❑ Sign Plans ❑ Fire Department Information: ❑ Alarm System ❑ Sprinkler System ❑ Storm Drainage Plan ❑ Health Department Approval M CD of Drawings City of Bremerton SEP -92011 Rev. 8/2010 Department of Community Development FT a _1 t �—� c BREMERTON CITY OF THE CITYOF.PRIDE AND OPPORTUNITY Department of Community Development Jeannie Vaughn Building Development Specialist /it jeannie.vaughn@ci.bremerlon.wa.us October 17, 2011 Eric Koch 16398 NE 85th St. Redmond, WA 98052 Freilheit & Ho Associates 5209108 th Ave NE, Suite 530 Bellevue, WA 98004 Subject: BB11 00673 Starbucks Coffee Shell, and BB11 00677 Starbucks Coffee T.I. 3933 Kitsap Way Dear Applicants, Your plans for the building permit referenced above is in the process of being reviewed. Unfortunately, the review cannot be completed until we receive all the information relevant to the project as proposed. This letter reflects only those items that are necessary to continue the Building Division's review, and does not contain the findings of the review, or note the corrections that may be necessary once the review is completed, nor does it address any needs of any other city division or department. Please review the following comments, and then follow the re -submittal directions that follow. The code references in the following comments refer to the 2009 editions of the International Building Code (IBC) or the 2009 Washington State Energy Code (WSEC), unless otherwise noted. PLAN REVIEW REQUIREMENT COMMENTS: 1) The total building area is determined by both the floor area within surrounding exterior walls and by the floor area beneath the horizontal projection of the roof if areas of the building are not provided with exterior walls. Please provide the total building area of the building per the definition of building area. (IBC Section 202) 2) Please provide three copies of the geotechnical report for the site. 3) An accessible parking spot is required to be located on the shortest possible route to the entrance of the business. Please provide an accessible parking spot in the parking lot adjacent to the project. R:\Community Development\Community Development\Building\Plan Review Letters\BB11 00673 Starbucks Coffee Shell 3933 Kitsap Way.rtf • Page 2 BB 11 00673 &BB11 00677 Starbucks Coffee 4) Please be advised that separate permits are required for any retaining walls exceeding 4 feet in height as measured from the bottom of the footing to the top of the wall, or for any wall supporting a surcharge. 5) Please provide two complete set of energy forms to show compliance with the 2009 Washington State Energy Code. 6) Please provide the total number of fixtures that will be connected to the building plumbing, including ice makers, coffee makers, etc., on one plumbingimechanical form. Please make the required corrections and/or clarifications and submit four sets of the revised sheets plus an electronic version in portable document format (.pdf). Please be sure to reference the building permit numbers noted above to identify the file to which all re- submitted documents belong. If you have any questions or comments regarding this review, please contact me by email at jeannie.vaughn@ci.bremerton.wa.us or by telephone at (360) 473-5212. Sincerely, Je nnie Vaughn Building Development Specialist III 1 - --7 : CITY OF BREMERTON L I,P;ERaMIT�NUMBER: 131311 00677 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: [Lair ry 345 - 6th Street, Bremerton, WA 98337 "' (360) 473-5275 Fax- (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS, 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME- KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 ADDRESS- 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR- TOBESELECTED PHONE. ADDRESS LENDER NAME- PHONE:. 0- ADDRESS - SUBMITTED: 09/13/2011 APPROVED, EXPIRATION- 03/11/2012 STATUS: PENDING VALUATION: $200,000.00 Commercial Building Permit w/ Mechanical/Plumbing STARBUCS - T.I. BB11 0 0673 FORHE TBLDG SHELL Plan Review Fee $1,122.55 16-0580 KCOFFEE ( _ State Surcharge $4 50 0236 Building Code Edition: IBC 2009 W v PlumbingFixture Fee $165.00 2213 ` Occupancy Group: A-2 m , r Mechanical Fixture Fee $87.80 2215 Type of Construction: iP1 -5 Building Permit $1,727.00 2211 Flood Zone: Type X Flood Zone TOTAL FEES: $3,106.85 Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: FILE ❑ HEALTH ❑ Number of Bedrooms: �LDG X FIRE ❑ LU ❑ CCC ❑ UE ❑ TRAFFIC Q Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE- Fire Inspections (360) 473-5394 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U- Public Works - Engineering (360) 473-5270 I This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I I have read, and agree to abide by the conditions of this permit including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: I PRINTED NAME: DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City Iregulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Page 1 of 3 Freiheit & Ho 1 architects TRANSMITTAL VIA FED EX (OVERNIGHT) (360)473-5275 RECEIVED CityofBremerton DATE: DECEMBER 29, 2011 JAN 0 4 2012 TO: CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Department of 345 6T" STREET, SUITE 600 Community Development BREMERTON, WA 98337-1873 ATTN: Jeannie Vaughn biel 5-Ae.11 7_r. RE: Starbucks — 3929 Kitsap Way - 663100673 & BB11 00677 PROJECT NUMBER: A11-210 WE ARE SENDING YOU: (3) Sets of revised stamped drawings (2) Interior lighting summary forms THESE ARE TRANSMITTED: • FOR REVIEW AND COMMENT REMARKS: Please find attached three sets of revised drawings for the tenant improvement of a new Starbucks coffee shop at 3929 Kitsap Way (BB11 00673 & BB11 00677). Please review the revised drawings. Revisions are clouded for your convenience. Thank you! Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Shaney Mullen (IFINFORMATION IS NOT RECEIVED AS INDIG4TED, KINDLY NOTIFY USAT ONCE.) TFL. 425 827 2100 FAx: 425 828 6899 Wes• www.FHOARCH.COM ADDRESS: 5209 Lake Washington Blvd ME I Ste 200 1 Kirkland I WA 198033 fefbfef°fb°RMFifeMMP.f$f$Fb`fif£MMfofCMAMA fofafefoMMAraft rem ARA fnFeAARA fef6f$MFb°Pf6PARAnMMM MAMMA f°MAR A FREIHEITF.HOARCHITECTSINr— P.S AMrbMAf".MfofCfgFdMMAMRRAMrem f.F`Mr..fl;FoFaMMMMAMMRMAfeMf: MAMA fCArARA MAMMA MAP. AMMMMMAMAMM TRANSMITTAL VIA FED EX (360)473-5275 DATE: SEPTEMBER 8, 2011 TO: CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 3456 TH STREET, SUITE 600 BREMERTON, WA 98337-1873 ATTN: VALARIE WOLF 39 3 3 RE: Starbucks X3+9" Kitsap Way PROJECT NUMBER: A11-210 WE ARE SENDING YOU: (2) Sets of stamped drawings (3) Sets of drawings (2) Interior lighting summary forms (1) CD with drawings in PDF format (1) Commercial building permit application (1) Mechanical and plumbing permit application (1) Non-residential building permit checklist (1) Plan review submittal fee check for $1,122.55 THESE ARE TRANSMITTED: FOR YOUR USE AND INFORMATION FOR YOUR APPROVAL FOR YOUR USE AND INFORMATION AS REQUESTED • FOR REVIEW AND COMMENT IFreiheit&Ho architects RECENED Qy of Bremerton SEP 2011 Department of C mmantty Development TEL: 425 827 2100 FAx: 425 828 6899 wEB www.FHOARCH.COM ADDRESS 5209 Lake Washington Blvd N.E. I Ste 200 1 Kirkland I WA 198033 �F:Pofa(•o�PaFgPoiCPfCFCf�f�PofCfe��fbfefc�qfeC4feCfc"q�f"�fAZPoPof�F�FnfCF:F�P�f�f�PafafCFCf'�F°oFCf"�PoRt�PePoF�f�FCFCPPFeP.feRFaRfnFoF`n�Fo ru�eF:�iF°r'eFu°i�hFu�P°eP°o�ii�tiP'o��q�oni�o�rufurufe�°fCFmF'eF!°P°o�°PrFe�°oR°FCFo°F�Pe�pPoRFo�°p�pPePn��rp�Q°eRFoFCi�R°��h°�F°LFaQ°oPoib°�°Pa°�° FREIHEIT I. HO ARCHITECTS, INC, P.5 REMARKS: Please find attached five sets of drawings and application forms for the tenant improvement of a new Starbucks coffee shop at 3929 Kitsap Way. A check for the permit intake fees of $1,122.55 based on the project valuation of $200,000 is also included with this submittal. Please send us a receipt for the permit fees. Thank you. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Shaney Mullen (IF INFORMATION IS NOT RECEIVED AS INDIG4 TED, KINDLY NOTIFY US AT ONCE.) TRANSMITTAL VIA FED EX (OVERNIGHT) (360) 473-5275 DATE: TO: ATTN: RE: DECEMBER 29, 2011 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 3456 TH STREET, SUITE 600 BREMERTON, WA 98337-1873 Jeannie Vaughn 1 Freiheit & Ho I architects RECEIVED City of Bremerton JAN 0 4.2012 Department of Community Development bid 511e// 7-1-. Starbucks — 3929 Kitsap Way - BBi1 00673 & BB11 00677 PROJECT NUMBER: A11-210 WE ARE SENDING YOU: (3) Sets of revised stamped drawings (2) Interior lighting summary forms THESE ARE TRANSMITTED: • FOR REVIEW AND COMMENT REMARKS: Please find attached three sets of revised drawings for the tenant improvement of a new Starbucks coffee shop at 3929 Kitsap Way (BB11 00673 & BB11 00677). Please review the revised drawings. Revisions are clouded for your convenience. Thank you! Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Shaney Mullen (IF INFORMATION IS NOT RECEIVED AS INDICATED, KINDL Y NOTIFY USAT ONCE) TEL. 425 827 2100 FAX: 425 828 6899 wE9 www. FH OAR CH. COM AD DRE55 5209 take Washington Blvd H.E. I Ste 200 1 Kirkland I WA 198033 Fu°FO°f°oFb°fa°Eo°fo°�Pn°Po'fnPo°�f°h�if6°PoPo P'oF°oP'o��h��uPo°�o��r'o��o�°oFn°��oP°n�'t°�°u��o�°P°o�O°�oP°oF'oP°o��n��Po°�L°�°�o�of°oF°of°o�L°�°b�° °ornAAMpiehrn'L.MMARhMARAFIRM ��R'i�F9°��°ioib�°of°nFnP°oePn�°P°o�°olP�o°Pe°oa�'�ii�'oP'eeAaaM�'oRCF°uMoP°eRoM�'u°RP°aP°oP°oRfcha°Pn°F°oPm°oePo°Fe°fL°MPn°ALMAMA FREIHEIT6HOARCHITECTS,INC, P.5 F°ePe°F°e�Qe°P'eofo��'�P'o��o�P°oo�o��eif°P°aap°s�°�P°mF°oPo�P°oPofi�6°F'oF°er °n fo EL°��o�°fn��°�'u°�'o�n°�P°e��i�f4�b°�fbrrr°�e�h�e�i°P°e P°a�a�P°o ( Afe F orbacKS << z CITY OF BREMERTON PERMIT NUMBER: 131311 00677 DEPARTMENT OF COMMUNITY DEVELOPME DATE ISSUED: LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 09/13/2011 APPROVED: EXPIRATION: 03/11/2012 STATUS: PENDING VALUATION: $200,000.00 Commercial Building Permit w/ Mechanical/Plumbing Mechanical Fixture Fee $87.80 2215 STARBUCKS COFFEE - T.I. (BB11 00673 FOR THE BLDG SHELL) Building Permit $1,727.00 2211 Building Code Edition: Plan Review Fee $1,12255 16-4580 Occupancy Group: Plumbing Fixture Fee $16500 2213 Type of Construction: 345 - 6thStreet, Bremerton, WA 98337 Flood Zone: TOTAL FEES: $3,106.85 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: TOBESELECTED PHONE: ADDRESS: LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 09/13/2011 APPROVED: EXPIRATION: 03/11/2012 STATUS: PENDING VALUATION: $200,000.00 Commercial Building Permit w/ Mechanical/Plumbing Mechanical Fixture Fee $87.80 2215 STARBUCKS COFFEE - T.I. (BB11 00673 FOR THE BLDG SHELL) Building Permit $1,727.00 2211 Building Code Edition: Plan Review Fee $1,12255 16-4580 Occupancy Group: Plumbing Fixture Fee $16500 2213 Type of Construction: State Surcharge $4.50 0236 Flood Zone: TOTAL FEES: $3,106.85 Setbacks: Sanitation Method: Number of Bedrooms: IBC 200 13 HEALTH 13 BLQG 0 FIRE D ., W o ccc IL Lor- We) (RP) (uFF� Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5394 DCD. Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that 1 have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All budding and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the conditions of this permit including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a i permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-01) ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean�p4 Agency and Washington Department of Labor and Industries (L&I) regulations requi Mv, asbestos survey be performed to determine whether there are asbestos -containing Co o materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied singleS�Q — _I { ex 1 of 3 CA State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Info Project Address Date 11%3/201111 For Buildina Dept. Use 1 - ' -- Applicant Name: Applicant Address Applicant Phone Project Description Briefly describe mechanical system type and features. C Includes Plans (1) 6 TON NOMINAL COOLING CAPACITY ROOFTOP PACKAGE GAS-FIRED HEATING & COOLING UNIT. (1) 7.5 TON NOMINAL COOLING CAP.AC! Y 7 ROOFTOP PACKAGE GAS-FIRED HEATING & COOLING UNIT. BOTH UNITS INCLUDE ECONOMISER AND BAROMETRIC RELIEF. Drawings must contain notes requireing compliance v.ith commissioning requirern=_-:: -Sec Compliance Option G Simple System O Complex System Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate %-1ECH-SUI`:1 fcr s:mp!e a un c'ex � Equipment Schedules The following Information is required to be incorporated ,. ith the mechanical eau pmenE :: ea :.s o,, -i the plans For projects without plans, fill in the required information below. Cooling Eq ui ment Schedule Equip Ic Equip Type Brand Name' Model No ` Capacityz OSA CFtv1 Btuih or Eccno? SEER or EER Econ-mzer i ! ,= IF d REFER TO SCHEDULE ON SHEET M.-111 j t 3 I ! ! t + i I ; I I i Heating Equipment Schedule Equip ID Equip Type YP Brand Name' Model No.' Capacity- I OSAcfm I or �c0r7� Ir:_; . o:_ , Btuli^ + � t;�ut 3::i - - �.-, ._.. I REFER TO SCHEDULE ON SHEET M-111 1 ; f t ! t l t + Fan E ui ment Schedule r Equip. ID Equip TYPe Brand Name' Model No CF Sp'_FP,=HP + �Ft=:: Cont-ci' i REFER TO SCHEDULE ON SHEET M-111 1 ! I � 1 1 I l 4 i 'If available. z As tested according to Table 14-1A through 14-1G. J If required ` COP, HS PF, Combustion E; ici=_ncy. or AFUE. ;s app::c=b`.z- s Flow control types variable air volume(VAV), constant volume (CV), or variable speed (VS). 5 Exception number from Section 1433. I 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential 2009 Washington State Energy Code Compliance Forms for Nonresidential and r iul;ifamily Resice.nzial Revised -U:-s: c::3 System Description All Systems j No humidification? ,2Q No Reheat? If Heating/ 'Cooling vJ` Constant vol? ❑ Split system? ` <=E4, 00 Btuh7 7. Eccncm;z_-r See Section 1421 for full description of or Cooling Only IX Air cooled? X Packaaed sys? ; —135.000 Btuh? Simple System qualifications < ., or Reheat? j' ❑ Cooling Cap <=15 Btuh/ft2? Heating Cap. > 0 & —10 6wh/h: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior• • Summary LTG -INT 2009 Washinqton State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Info Project Address Starbucks-Kitsap Way & National Avenue Date 6/20/2011 29 Kitsap Way For Building Department Use � /'� ��Applicant - .0 6/3H f=` Bremerton, WA 98312 Name: Rensch Engineering Applicant Address: 111 Ave. C, Suite 104, Snohomish WA 98290+I Applicant Phone: 360-863-6677 Project Description ❑ New Building ❑ Addition ❑� Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive Q• Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Allowed Occupancy Description Watts per ft2 ** Gross Interior Area in ft2 Allowed x Area Watts/ Fixture Retail 1.33 1765 2347 CLP Track / Bar Downlights (6 amp limiter) ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2347 Proposed Lighting Wattage Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed CLP Track / Bar Downlights (6 amp limiter) 1 720 720 CLP Pendants (6 amp limiter) 1 720 720 11404 2x4 Troffers (3-32w T8) 3 96 288 X0143 24in LED Undercounter Task Lights (14.4w LED) 5 15 75 11879 Restroom Sconce (2-14w CFL) 2 34 68 X0140 Restroom Can Lights (18w CFL) 2 20 40 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1911 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. i L If Ty -0F BREME RTON FN1 [lir or 111101 *No orrORFUHIYY Department of Community Development 345 61h Street, Suite 600 Bremerton, WA 98337-1873 Telephone: 360-473-5212 Fax: 360-473-5278 Jeannie. Vaughn@ci. bremerton. wa. us Jeannie Vaughn, Building Official April 19, 2012 Shane Mullen Freiheit & Ho Associates 5209 Lake Washington Blvd, Suite 200 Kirkland, WA 98033 Subject: BB 1100677 Starbucks Coffee Lighting Plan, 3933 Kitsap Way Dear Mr. Mullen, As we discussed, the Starbucks Coffee is required to have daylight zone controls in compliance with the 2009 Washington State Energy Code, Section 1513.3. All areas with windows are required to be controlled by automatic daylight sensing controls with separate controls for the primary daylighted zone and the secondary daylighted zone. Although the plans have identified astronomic timer controls, no mention is made of automatic daylight sensing constrols. Please submit a lighting plan that includes the daylighting controls. The 2009 Washington State Energy Code may be downloaded at www. Energy.wsu.edu and information about lighting controls is available at www.neec.net. Please make the required corrections and/or clarifications and submit two sets of the revised sheets.. Please be sure to reference the building permit number to identify the file to which all re -submitted documents belong. The building permit is ready to issue except for the lighting controls, and we will not interfere with the issuance of the building permit. However, the final building inspection will not be performed until the lighting plan has been submitted, reviewed, and approved for installation. If you have any questions or comments regarding this review, please contact me by email at jeannie.vaughn@ci.bremerton.wa.us or by telephone at (360) 473-5212. Sincerely, Jeannie Vaughn Building Official Department of Community Development 345 6th Street, Suite 600 Bremerton, WA 98337-1873 Telephone: 360-473-5212 Fax: 360-473-5278 Jeannie. Vaughn@ci. bremerton. wa. us Jeannie Vaughn, Building Official April 19, 2012 Shane Mullen Freiheit & Ho Associates 5209 Lake Washington Blvd, Suite 200 Kirkland, WA 98033 Subject: BBI 1 00677 Starbucks Coffee Lighting Plan, 3933 Kitsap Way Dear Mr. Mullen, As we discussed, the Starbucks Coffee is required to have daylight zone controls in compliance with the 2009 Washington State Energy Code, Section 1513.3. All areas with windows are required to be controlled by automatic daylight sensing controls with separate controls for the primary daylighted zone and the secondary daylighted zone. Although the plans have identified astronomic timer controls, no mention is made of automatic daylight sensing constrols. Please submit a lighting plan that includes the daylighting controls. The 2009 Washington State Energy Code may be downloaded at www. Energy.wsu.edu and information about lighting controls is available at www.neec.net. Please make the required corrections and/or clarifications and submit two sets of the revised sheets.. Please be sure to reference the building permit number to identify the file to which all re -submitted documents belong. The building permit is ready to issue except for the lighting controls, and we will not interfere with the issuance of the building permit. However, the final building inspection will not be performed until the lighting plan has been submitted, reviewed, and approved for installation. If you have any questions or comments regarding this review, please contact me by email at jeannie.vaughn@ci.bremerton.wa.us or by telephone at (360) 473-5212. Sincerely, Jeannie Vaughn Building Official r inspection Requests: FILE: Fare Inspections (360) 4734186 r 'DCW. BalldlegInspectlons: (360) 473-5870 HEALTH: Kitsap County Health District (MO) 337.6$86 LAI: Department of Labor and industries (MO) 415-0000 PWAU: Publle Works - Engineering (MO) 4736270 This permit shall become null and void if the described work authorimd by this permit has not commented within 180 days from *9 date of ictuan:x, Of if the work is suspended or abandoned at my time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to we that the required inspections aro made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit !older can substantiate to the City of &ematon that the Concealed work moan or exceeds code requirements, Any demolitiM testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate We requirements will indemnity the City sgairst any and all rosponslbility or liability connected with the construction. I hereby eatity that 1 have read and atsmined this permit and know rho acme to be true and correct. All provisions of laws and ordinances governing this type of watt: will be complied with whether specil o d herein or not. The granting of a permit does not presume to give authority to violate or cannel provisions of any State or local law regulating construction or the performance of the construction. if listing the owner es general contractor, I oa * that I am axempt from the requirements of the State Contraetots Registration Law tinder Section 3. Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review sod approval prior to pertaining www. All building and tenant occupancy permits am required to pass final inspection prion to permit atpieuion and obtain a catifiew of occupancy prior to use or occupancy. SIGNATURE OF OWNER OR PRINTED NAME: City of Bremerton's approval of this application pet does not nt>cs9sarily ensure compliance with federal CONDITIONS laws. Jurisdiction, and thus compliance with City regulations Printed by: Wit; Vahrisos:OY04MIS 04:02 PM Pada 1 of 2 City of Bremerton Department of Community Development 345 - 6th Sheet, See. 600. Breme roan WA 98337 (366) 473-0275 Fox. (360) 473.6278 PERMIT NUMBER: BB15 00139 DATE ISSUED: 03/04/2015 SITE ADDRESS: 3933 KITSAP WAI ASSESSOR NUMBER: 37834808-029-0007 ZONING: CC Name Phone Address Access Code APPLICANT: STATE PERMITS INC 608407 -NISI 319 ELAINE CT 1GKK96DSNUF DODGEVIL.LE, WI 53533 OWNER: D A R FAMILY LLC 12150 SE 16TH PL OUQFT-MAX3H BELLEVUE, WA98005 CONTRACTOR: DAVACO INC 214.7566620 66SS N CENTRAL EXPWY STE 1400 JJJOK-YOIU DALLAS. TX 75206 LENDER: SUBMITTED. 07J27/2015 APPROVED: 02!17/20 RATION; 08/31/2013 STATUS: ISSUED VALUATION: $950.00 Commercial Building Peechanleal/Plumbtag STARBUCKS - KITS - ADD 2ND WARMING OVEN STARBUCKS - KrMAP WAY - ADD 2ND WARMING OVEN Balldlog Permit $41.00 'Pisa Review Fee $26.65 Building Code Edition: State Surcharge $4.50 Occupancy Group: 1 Type of Construetlen: TOTAL FEES: $72.15 Flood Zone: Setbado: //!/: (FAAT/R/O) t N Sanitation Method: Number of Bedrooms: r inspection Requests: FILE: Fare Inspections (360) 4734186 r 'DCW. BalldlegInspectlons: (360) 473-5870 HEALTH: Kitsap County Health District (MO) 337.6$86 LAI: Department of Labor and industries (MO) 415-0000 PWAU: Publle Works - Engineering (MO) 4736270 This permit shall become null and void if the described work authorimd by this permit has not commented within 180 days from *9 date of ictuan:x, Of if the work is suspended or abandoned at my time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to we that the required inspections aro made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit !older can substantiate to the City of &ematon that the Concealed work moan or exceeds code requirements, Any demolitiM testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate We requirements will indemnity the City sgairst any and all rosponslbility or liability connected with the construction. I hereby eatity that 1 have read and atsmined this permit and know rho acme to be true and correct. All provisions of laws and ordinances governing this type of watt: will be complied with whether specil o d herein or not. The granting of a permit does not presume to give authority to violate or cannel provisions of any State or local law regulating construction or the performance of the construction. if listing the owner es general contractor, I oa * that I am axempt from the requirements of the State Contraetots Registration Law tinder Section 3. Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review sod approval prior to pertaining www. All building and tenant occupancy permits am required to pass final inspection prion to permit atpieuion and obtain a catifiew of occupancy prior to use or occupancy. SIGNATURE OF OWNER OR PRINTED NAME: City of Bremerton's approval of this application pet does not nt>cs9sarily ensure compliance with federal CONDITIONS laws. Jurisdiction, and thus compliance with City regulations Printed by: Wit; Vahrisos:OY04MIS 04:02 PM Pada 1 of 2 City of Bremerton Department of Community Development PERMIT NUMBER: BB1S 00139 DATE ISSUED: 03/0412015 345 - 6th Street; Ste 6W Bremerton WA 98337 SITE ADDRESS: 3933 KITSAP WAI (3611) 4735273 Fax: (369) 47341278 1. (DCD-SO) Final Inspection Required: All building permits dual have a tical inspection performed and approved by the City of /t Bremerton Depar mmt of Community Development prior to permit expiration. The bihn to request a final inspection or failure to obtain fecal approval prior to expiration may require a reactivation tee, or a new permit application if mote than a year has passed with no activity. 2. (DCD-02) DCD. Validity of permit. The issuance or granting of s permit shall not be construed to be a permit far. or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits prem etft to give authority, to viobte or cancel the provisions of the Washington State Building code or other ordinator of the City ofBremerton shall not be valid. The issuance of a permit based on conshvttion documents and other data shall not prevent the building official flom requiring the correction of am in the construction documents and other data. The building oifieial is also authodsed to prevent oaeupaney or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 3. (DCD-47) DCD: Rainspection Fee: All approved plant, the printed building permit, and the permit inspection placard, are required to be k on-site for inspection purposes, and work to be WVocted shall be complete and ready for inspection. If an inspection is called for and plats aro not avallable on site, or the work is not ready for inspeeticn, approval will not be granted. In addition, a Io - Inspection fee vAll be charged and must be collected by the Department of Commtmity Development prier to any Nnher being per6ormed or approvals pond. 4. (DCD-14) DCD3 Approved Plans. Engineering, Site Plan, Parmi4 and Conditions shall terrain on site and be available fbr Inspection. x Any changes to plans vW be approved before oon*ucdm is performed. Arc tact or mgineet of record shall approve the change before submitting a revision. A revision is abject to a revision The and additional fees for plan review and inspecdons. S. (DCD-10) •A separate electrical permit Issued through Labor k Industries (ISI) Is rugs d for any new, modified, repair. nplaeemeaC servieeemahmna oe, or temporary InsWlations. Electrical work is inspected by LAI prior to cover and the flaming inspection. Contact LAI at 3604154000 or www.lai.wz.gov. (RCW 19.28) MINIMUM INSPECTIONS REQUIRED %Tww"YAM an-lnpectlenipiease eW360) 473.5870 and isvoure-to provide your permit number, asst on permit, site w1dreds+, contact phone ,—nuMbeti and lnopecdon•typeL To reglater for or tine Inspection access, visit the City's website at www.cl bremerton wa.us. laspecdon Dese ipdon ELBCfRICAL FINAL LAI - Electrical Final inspection FINAL - BUILDING Final Inspection. Building �e.4tl i� Qts 'Fbftm.Tm 1 COVEN Q4 Fixare Type Printed by: Wolff Vdsiew: 0319/12015 04:02 PM Poe 2 of 2 BUILDING PERMIT . INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER Building: Plumbing L1 3933 KITSAP WAY STARBUCKS - KITSAP WAY - ADD 2ND WARMING OVEN Mechanical L1 Alarm/Sprinkler L1 This Placard must be posted on or near building and the Permit &"Approved" plans must be at the site. Permit # BB15 00139 Call the followina Aaencv Teleahone Numbers for inspections: Building Department Inspections: (360) 473-5870 Water - Public Works: (360) 473-5927 PW - Public Works - Engineering (360) 473-5270 Kitsap Public Health: (360) 337-5235 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 415-4000 - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection APP DATE Notes L&I - Electrical Final Inspection -!`7 Final Inspection - Building FINAL BUILDING (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPAN'I'MEN'r APPKUVAL '\ Page I of I X315 o � O PERMIT CEN FEB 2 7 2015 COMMERCIAL. - Building Permit Application City of Bremerton, DCD Department of Community Devveloument ' 345 6th Street Suite 600 ' Bremerton WA 98337-1873 (360) 473.5273 ' Fax (360) 473-5278 ' www.6bremerton.wa us Owaer- Contract oar. x Aufi�orized Agent .: Business Name: Site Address: To apply for a property address, Public Works at (380) 4735270 CONTRACTOR: Davaco, Inc OWNER: N/A Address: 6688 N Central Expressway, Ste. 1400 Address: Ci State Zip: Dallas, TX, 75206 City,State,.Zi . License # & Exp.. Date: Phone #: Contact Name: Natalie Brown Authorized Aggrit Name. Bill Hellmann- State Permits Contact Phone #: 214 706-6604 Address: 319 Elaine's Ct Email address: natal ie.browndavacoinc.com Ci State Zi Dodgeville, WI 53533 Tax 1D/Parcel #: Phone #: 608 407-9061 ❑ Sewer ❑ Septic „. WhOle'-tlife:'t>t Ilcatlon fot7 PJease'.ahec Email address: bill@permit.com "' ;New.Corlstrtactlon : Alte'�atlon �Adiiidon . ❑ NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK x❑ COMMERCIAL REMODEL ❑ TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION ❑ NEW SIGN ❑ COMMERCIAL REPAIR ❑ GRADING (Cubic Yards: ) ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION ,,,,,,,_, Interior _,_,_ Exterior" _„ Foundation Wall" _ Roof / Section" •' Separate demolifion permit and fees required. Contact Public W rortcs forsew cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. C] OTHER: IS THIS PROPERTY WITH/ 200 FEET OF A SHORELINE? YES ❑ NO ❑ Scope of work proposed: Square Footage: a 2nd warming oven to place next to existing warming oven Construction Type: PJ Valuation Plan Review Fee Permit Fee Surcharge Total Fees Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for p0ion by the applicant for a pW'odd not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the a licant have 9P0A@We�being taken. No applicant shall be extended more than once. In order to renew action on an application fter expiration, thea ans and pay a new plan review fee. 2/26/2015 Date Rev. July 2008 Jeannie Vaughn From: Jay Bartram <prodesign@seanet.com> Sent: Thursday, February 26, 2015 4:44 PM To: Jeannie Vaughn Subject: Re: McKineey Garage addition, 1438 Kitsap Lake RD On 2/26/2015 2:42 PM, Jeannie Vaughn wrote: Good afternoon, Jay. On this project, do we need a special inspection for the epoxy or the retrofit anchors? I have to call for a special inspection unless you say it's okay without. Jeannie Vaughn Building Official Department of Community Development City of Bremerton 345 6th St., Suite 600 Bremerton, WA 98337 (360) 473-5212, desk (360) 473-5278, fax Jeannie.voughn@ci.bremerton.wo.us No special inspection needed on this project, the loads on the bolts are less than 1/2 the maximum allowable. Jay Bartram EXISTING HAND SINK EXISTING WARM CABINET TO BE RELOCATED �iOW, rW be cormvuo tco be � Pe mr,lam.. . 9rr viclawn Of Ow Codes Of WW OOW Old'"a' t I P@fmb prim t� ware $jos pfcAsiorss o7 Intemalie�� arm ®IB iR oa" 1 of Bremedan dWl not be �- la CD) CHANGES MUST BE APPROVED PRIOR TO PERFORMING WORK EXISTING NGO OVEN TO BE RELOCATED 01 AS BUIL MUef COMPLY WITH ALL WAPHINGTON STATE CODES STAINLESS STEEL CORBEL- - I RELOCATED WARMING CADDY RELOCATED REFRIGERATOR 02 PROPOSED PLAN — CADDY TO BE i� - — -- - -- - ---' - RELOCATED _. -. I ING III EXISTING CABINET TO BE RELOCATED _LEGEND _ - - - - -- - - -- EXISTING ITEMS TO REMAIN NEW ITEMS RELOCATED ITEMS REMOVED ITEMS GE RACK COUNT _ p EXISTING_I PROPOSED SIMPLE FEB City of Br, rnerton, DCD — — — — _ _ EQUIPMENT/ MILLWORK REMOVED_ _ DESCRIPTION — — EXISTING REFRIGERATOR TO BE RELOCATED NGO OVEN - COUNTER TOP - RELOCATED H SINK CABINET RELOCATED CABINET c'v) co � # Q W ?� Q I � CL ra0 w ��w CC Q 0) U Drw,n By JES I _ EQUIPMENT / MILLWORK ADDED QTY DESCRIPTION FINISH — 1 TURBOCHEF NGO OVEN - w 1 COUNTER TOP 30 5'D x48"W —'GRENITE ANACONDA BLACK 1 BACKSPLASH 5'H x 48"W GRENITE ANACONDA BLACK I 1 COUNTER TOP CORBEL STAINLESS STEEL —o _ TI - - — S�pR.PECI __ Q of Com pment g a Z FEB 2 7 2015 w ° ° N Olol Wowed for Code CompWOO— ��.. w C_ HAND SINK PLUMBING TO BE RELOCATED AS NEEDED LE Pr,IPCI Number DAV 13001.0 s or. Numbor ,� 615 0013 16935 TurboChef Technologies Inc. NGO Ventless Submittal Info SpecSheet............................................................................................. TurboChef Model/Part Number Guide .................. ULVentless Label........................................................................... Notice of Authorization to Apply to UL Mark ULListing................................................................................................. UL KNLZ Explained........................................................................ KNLZLetter............................................................................................ Emissions Test Results................................................................ Emissions by Product................................................................. Fire and Smoke Statement .................................................. EnergyUsage Estimate............................................................ Surface Temperatures.........:...................................................... LA City RR Certification Approval ................................ LA County Ventless Authorization ........................... r. r F.. LWLiD Cdy of Bremerton, OCD ...........................................1.1 ........................................... 2.1 .......................................... 3.1 .......................................... 4.1 .......................................... 5.1 ........................................... 6.1 ........................................... 7.1 .......................................... 8.1 .......................................... 9.1 .........................................10.1 .........................................11.1 .........................................12.1 .........................................13.1 ........................................14.1 © 2009-2010 TurboChef Technologies, Inc. DOC -1217 /Rev F /July 2010 Un D 00 C LA 0 n -n M M O D TURBOCHEF,, TH`E' TM r NGO 1 is PERFORMANCE Utilizing TurboChef's patented technology to rapidly cook food without compromis- ing quality, the NGO provides superior cooking performance while requiring less space and consuming less energy. VENTILATION ■ UL 7108 (KNLZ) listed for ventless operation! ' EPA 202 test (8 hr): Product: Pepperoni Pizzas - Results: 0.64 mg/m3 - Ventless Requirement: <5.00 mg/m3 ■ Internal catalytic filtration to limit smoke, grease, and odor emissions. 1. Blower Motors 2. Microwave System 3. Stirred Impinged Air (Top) and Microwave 4. Impinged Air (Bottom) S. Catalytic Converter 6. Impingement Heater 7. Vent Tube Catalyst 8. Air Filter 9. Inlet Air for Cooling Electronic Components SPECIFICATION SHEET EXTERIOR CONSTRUCTION ■ Powder coated, corrosion -resistant steel outer wrap and door ■ Die-cast aluminum front panels with matte -nickel accents ■ Cool -to -touch exterior; all surfaces below 50°C ■ Ergonomic matte -nickel door handle ■ 4 -inch nickel -plated legs INTERIOR CONSTRUCTION ■ 201/304 stainless steel ■ Fully welded and insulated cook chamber ■ Removable rack and lower jetplate Page 1.1 STANDARD FEATURES ■ Independently -controlled dual motors for vertically -recirculated air impingement ■ Top -launched microwave system ■ Stirrer to help ensure even distribution of air and microwave ■ Integral recirculating catalytic converter for UL 710B (KNLZ) listed ventless operation ■ External.air filtration ■ Vent catalyst to further limit emissions and odors ■ Smart menu system capable of storing up to 1,024 recipes ■ Flash firmware updates via smart card ■ Single or multiple -temperature interface ■ Built-in self -diagnostics for monitoring oven components and performance ■ Compatible with Oven ConnectTM and ChefComm Pro' ■ Smart Voltage Sensor Technology* (U.S. only) ■ Stackable (requires stacking stand) ■ Warranty - 1 year parts and labor ■ CAT 5 Connection COMES WITH STANDARD ACCESSORIES ■ 1 Bottle Oven Cleaner (103180) ■ 1 Trigger Sprayer (103182) ■ 1 Hard Anodized Cooking Tray (i1-9496) V fTnWR% E C&US ANSI/NSF44 81Y5 This product conforms to the ventilation recommendations set forth by NFPA96 using EPA202 test method. Smart voltage Sensor Technology does not compensate for lack of or over voltage situations It is the responsibility of the owner to supply voltage to the unit according to the specifications on the back of this sheet Ventless certification is for all food items except for foods classified as 'fatty raw proteins' Such foods include bone-m. skin -on chicken, raw hamburger meat, raw bacon, raw sausage, steaks, etc If cooking these types of foods, consult local HVAC codes and authonties to ensure compliance with ventilation requirements Ultimate ventless allowance is dependent upon AHJ approval, as some jurisdictions may not recognize UL certification or application If you have questions regarding ventless certifications or local codes please email ventless help@turbochef com TurboChef reserves the right to make substitutions of components or change specifications without prior notice DOC-1143/Revision F/ December 2009 n 0 n T M M n 0 Z Z Q iZC. G O LU LU IL LL O V Y U D m iY tY O IL �O V Z 16 0" (406 mm) 21.0" (533 mm) 4.0" (102mm) __f (299.7 mm) 2.5" 27.3' (64 mm) (693 mm) 00o I o�o �- 18.5'(470 mm) 4.2" (107 mm) Side clearance required for electnoal component ventilation 10.7' 2 5" (272 mm) 25 9" (64 mm) �f (658 mm) 000 39.1' (993 mm) Page 1.2 US, CAN, LA (2L + G) UK, BK, JK(L+N+G) ED, BD, JD, SD (3L+ G) F EW, KW (3L + N + G) SINGLE PHASE SPECIFICATIONSELECTRICAL SINGLE UNIT US/Canada Height 25.0" 635 mm Width 16 0" 406 mm Depth 29.8" 757 mm Weight 170 lb. 77.1 kg COOKCHAMBER SKU. 011005796 / i1 -9500 -26 -LA Height 7 2" 183 mm Width 12.5" 317 mm Depth 10 5" 266 mm Volume 0.54 cu.ft 15 4 liters WALL CLEARANCE (oven not intended for built-in Installation) Top 5" 127 mm Sides' 2' 51 mm SHIPPING INFORMATION U.S.: All ovens shipped within the U.S. are packaged in a double-wall corrugated box banded to a wooden skid. International: All International ovens shipped via Air or Less than Container Loads are packaged In wooden crates. Box size: 38"x 26"x 37'(965 mm x 660 mm x 940 mm) Crate size 38"x 26'x 39"(965 mm x 660 mm x 991 mm) Item class- 85 NMFC #26770 HS code 8419.81 International Approximate crated weight 2901b. (131.5 kg) 200 VAC, 50 Hz, 20 amps, 62 kW Minimum entry clearance required for box: 38.5"(978 mm) Minimum entry clearance required for crate: 39.5'(1,003 mm) SKU 011005808 / i1.9500 -30 -JD Side clearance required for electnoal component ventilation 10.7' 2 5" (272 mm) 25 9" (64 mm) �f (658 mm) 000 39.1' (993 mm) Page 1.2 US, CAN, LA (2L + G) UK, BK, JK(L+N+G) ED, BD, JD, SD (3L+ G) F EW, KW (3L + N + G) SINGLE PHASE SPECIFICATIONSELECTRICAL US/Canada SKU. 011005333 / 0-9500-20 208/240 VAC, 60 Hz, 30 amps, 6.2 kW International SKU: 011005788 / it -9500 -21 -UK 230VAC, 50 Hz, 27 amps, 6.2 kW International SKU: 011005806/ i1-9500-25-131< 220VAC, 60 Hz, 28 amps, 6.2 kW International SKU. 011005796 / i1 -9500 -26 -LA 220 VAC, 60 Hz, 28 amps, 62 kW International SKU 011005797 / i1 -9500 -27 -JK 200VAC, 50 Hz, 30 amps, 6.2 kW International SKU 011005807 / it -9500-29-1K 200 VAC, 60 Hz, 30 amps, 6.2 kW MULTIPHASE Intemational SKU:011005790 / i1 -9500 -22 -ED 230 VAC, 50 H2,20 amps, 6.2 kW International SKU:011005793 / i1 -9500 -23 -EW 400 VAC, 50 Hz, 16 amps, 6 2 kW International SKU 011005799 / i1 -9500 -28 -JD 200 VAC, 50 Hz, 20 amps, 62 kW International SKU 011005808 / i1.9500 -30 -JD 200 VAC, 60 Hz, 20 amps, 6.2 kW International SKU. 011005779/i1 -9500 -31 -KW 400 VAC, 60 Hz, 16 amps, 6.2 kW International SKU: 011005784 / i1.9500 -32-5D 230 VAC, 60 Hz, 20 amps, 6.2 kW Q TurboChef requires installing a type D circuit breaker for all installations. TurboChef Global Operations 4240 International Pkwy, Suite 105 Carrollton, Texas 75007 USA US: 800.90TUR60 (800.908.8726) International: +1214.379.6000 Fax: +1 214.379.6073 www.turbochef.com O 2009 TurboChef Technologies, Inc. Page 2.1 ZURBoCHEF October 14, 2009 Authority Having Jurisdiction Re: TurboChef Model number/Part Number Scheme To Whom It May Concern: The TurboChef warming oven for Starbucks Coffee Company is a designated as the TurboChef Model: NGO The Part Number Designation for the base oven is: NGO-9501-XX-YY Where XX can be any unique combination of numbers (0-99), and where YY can be any combination of.2 letters, or omitted depending on the oven's electrical configuration. The XX parameter changes per the customers' specification: however, the specification does not affect the oven's base configuration or any of its Safety, Ventilation, or Sanitation Certifications. Respectfully submitted, 'A F— James K. Pool III Senior Vice President I Engineering I Procurement TurboChef Technologies Inc. www.turbochef.com 214.379.6020 o 214.402.4526 c Page 3.1 @UL LISTED C,US 81 Y5 Commercial Microwave/Convection Oven with Integral Systems for Limiting. the Emissions of Grease Laden Air This Product Conforms to the Ventilation Recommendations Set Forth by NFPA96 Using EPA202 Test Method Page 4.1 u the standard in safety underwriters ®L Laboratories NOTICE OF AUTHORIZATION TO APPLY THE UL MARK Turbochef Technologies Inc Mr. David Castillo Suite 105 4240 International Pky Carrollton Tx 75007, Us Our Reference: File -E ETE Your Reference: David Project Scope: UL/cL Dear Mr�David Castillo`. UL's i �"vestigation:of your pro det �fnined to comply with th Th-� letter temporarily supple M'Fk only at authorized facto 10/12/2009 151487, Vol. TO BE Project Number K1 1970 RMINED CNLZ Complementary Listing Investigation for New Model NGO Oven`in File E151487 .,.10 t(s) has been completed under the above Reference Number and the product was plicable requirements. its the UL FolioYv-Up Services Procedure and serves as authorization to apply the`L under UL's Follow -Up Service Program. To provide the manufacturer with the intended authorization to u�' a the LU Mark, the addressee must send a copy of the notice to each manufacturing location currently authorized in File E15148 i, Vol. TO BE DETERMINED. I his authorization is effective from the date of this Notice an � only for produl is at the indicated manufacturin location ecords in!the Follow -Up Ser�ices-Proce�dure covering the product are now being prepared and will be sent in the ne uture. This letter authorizes.anDlication of the UL Maik four 90 days1from the date of this letter. f ducts that bear the UL Mark shall be identical to those that were evaluated by UL and found o comp) m UL's requirements. If changes in constructio fare di covered, appropriate action will be taken for ducts not in conformance. with UL s requirements and continued) use of the UL Mark may be/withdrawi may elect to withdraw use of the UCIlllark if the Applica U`nt or Manufacturer fails to comply with UL's uirements\including ongoing corn liance.ofthe produoi, under UILs Follow -Up Service. This is an electronically generated letter. Signatures are not required for this document to be valid. Page 1 of 2 Page 4.2 Notice of Authorization - 09NK11970 Any information and documentation provided to you involving UL Mark services are provided on behalf of Underwriters Laboratories Inc. (UL) or any authorized licensee of UL. The contents of this Letter are intended solely for the use of UL and the Applicant. The opinions and findings of UL represent its judgment given with due consideration to the necessary limitations of practical operation in accordance with UL's objectives and purposes. UL shall not otherwise be responsible for the use of or reliance upon the contents of this letter by anyone. UL shall not incur any obligation or liability for any loss, expense or damages, including incidental, consequential or punitive damages, arising out of or in connection with the use or reliance upon the contents of this letter to anyone other than the Applicant as provided in the agreement between UL and Applicant. Any use or reference to UL's name or certification mark(s) by anyone other than the Applicant in accordance with the agreement is prohibited without the express written approval of UL. Very truly l►d/lItITIR WilliamlINorlefiffus ul.com Reviewed by: Fred Zaplatosch 847-664-2853 Staff Engineer Fred.Zaplatosch@us.ul.com D This is an electronically generated letter. Signatures are not required for this document to be valid. Page 2 of 2 KNLZ.GuideInfo - Commercial Cooking Appliances with Integral Systems for Limiting the Emission of. Page 6.1 KNLZ.GuideInfo Commercial Cooking Appliances with Integral Systems for Limiting the Emission of Grease -laden Air View Listings Page -Bottom [Heaters and Heating Equipment] (Heaters, Cooking Appliances) Commercial Cooking Appliances with Integral Systems for Limiting the Emission of Grease -laden Air See General Information for_Heaters,_Cooking Appliances This category covers cooking equipment intended for commercial use, such as pressurized deep fat fryers and other appliances for use in commercial kitchens, restaurants or other business establishments where food is prepared. Each appliance covered in this category is manufactured with an integral system feature to limit the emission of grease -laden air from the cooking process to the room ambient. These appliances have been evaluated for the limit of 5 mg/m3 for the emission of grease -laden air to the room ambient in accordance with the recommendations of the National Fire Protection Association Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations, NFPA 96, using the EPA -202 test method prescribed for cooking appliances provided with integral recirculating air systems. These products are not intended for connection to a ducted exhaust system. Appliances in this category are not provided with an integral fire extinguishing system. Authorities having jurisdiction should be consulted as to the requirements for this equipment with respect to fire extinguishing systems, such as the need for field installed systems in accordance with NFPA 96. For products with integral recirculating systems including fire extinguishing systems, refer to Commercial, with Integral Recirculating Systems (KNKG). In cases where the nature or construction of equipment is such that special precautions beyond the requirements of the National Electrical Code must be observed in installations or use, suitable warning or special instructions are marked on the equipment. Appliances Listed in this category are suitable for wiring with either copper or aluminum power supply conductors unless marked "Use Copper Wire Only For Power Supply Connections" . Commercial cooking appliances of certain types are designed for permanent connections to water supply and sewer lines at the point of installation. Authorities having jurisdiction should be consulted as to the requirements for this equipment with respect to sanitation and connection to water supply and waste disposal lines. Neither the toxicity of coatings nor the physiological effects on persons consuming food products prepared by use of these appliances has been investigated. For cooking oil filters that are not an integral part of another appliance, see Commercial Filters for Cooking Oil (ORF). For additional information, see Electrical Equipment for Use in Ordinary Locations (AALZ) and Heating, Cooling, Ventilating and Cooking Equipment (AAMC). The basic standard used to investigate products in this category is ANSI/UL 197, "Commercial Electric Cooking Appliances". Appliances Listed in this category with an integral cooking oil filter have been additionally investigated to the requirements in the standard "Commercial Filters for Cooking Oil", ANSI UL 1889. The Listing Mark of Underwriters Laboratories Inc. on the product is the only method provided by UL to identify products manufactured under its Listing and Follow -Up Service. The Listing Mark for these products includes the name and/or symbol of Underwriters Laboratories Inc. (as illustrated in the Introduction of this Directory) together with the word "LISTED," a control number and one of the following product names as appropriate: "Commercial Cooking Appliance," "Cooking Appliance," or other appropriate product identity specified in the individual Listing, along with the words "with integral system for limiting the emission of grease -laden air. " http://database.ul.comlcgi-binIXYVItemplatelLISEXTI I FRAMElshowpage.html?&name=KNLZ.GuideI... 8/28/2008 KNLZ.GuideInfo - Commercial Cooking Appliances with Integral Systems for Limiting the Emission of... Page 6.2 Last -Updated on 1999-02-19 Questions? Notice .of.Disclaimer Paye Top Copyright ©2008 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2008 Underwriters Laboratories Inc.®" An independent organization working for a safer world with integrity, precision and knowledge. , 001W, aa�i http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.html?&name=KNLZ.GuideI... 8/28/2008 U` Underwriters Laboratories Inc.m April 10, 2007 Mr. James Pool Turbochef Technologies Inc Suite 105 4240 International Pky Carrollton, TX 75007 United States Our Reference: File E151487 Subject: INTEGRAL RECIRCIRCULATING SYSTEM Dear Mr. Pool: In reply to your e-mail message received today, I offer the following. Page 7.1 Northbrook Dlvlslon 333 Pfingsten Road Northbrook, IL 60062-2096 USA www.ul.com tel: 1 847 272 8800 fax: 1 847 272 8129 Customer service: 1 877 854 3577 Products in the KNLZ category (as well as KNKG) are evaluated to UL710B. It used to be that UL197 and supplement SB in UL197 was the standard that they were evaluated to. Basically, UL197 and Supplement SB became UL710B. There is no more Supplement SB in UL197 (9th Ed.). Any information and documentation involving UL Mark services are provided on behalf of Underwriters Laboratories Inc. (UL) or any authorized licensee of UL. Very truly yours, Fred Zaplatosch Staff Engineer 3015CNBK Tel: 847-664-2853 Fax: 847-313-2853 fred.zaplatosch@us.ul.com An inJaper.dent ore anization working for a safer world with. in'egrity. prevision and knorvIeoge �f. . Page 8.1 File:: E'-1-'5-1487'-'! b§t*i Project:, 1970 Date:; 9/23/2009. Client: -TurboCh I ef Technologies Model: e'chnologiesModel: - Product Tested NGO 9 in. Peeroni Pizza' Project No. 09NK11970 TurboChef Technologies Model: NGO Calculations needed for Nozzle Size File: E151487 Page 8.2 OH,a = 40.281 This number is calculated when device is calibrated % Oxygen = 21.04 %OZ Oxygen inside stack during operation % Carbon = 0.01 %CO2 Carbon Dioxide inside stack during operation Stack Temperature = 28.6 °C Temperature inside stack during operation Barametric Pressure = 744 mmHg Barametric pressure at location of meter Stack Static Pressure = -2.032 mm Hz0 Static Pressure inside of duct Average Square Enter pressure differential at each transvers point in mm root AP = 1.867 AP mm H2O H20, the take square root of AP. Pressure CFM Pressure CFM 1 3.556 4961 51 2.794 510 2 3.81 530 6 3.556 515 3 3.81 520 7 3.302 510 4 3.556 520 8 3.556 499 Average 512.5 # Travers Points 1 18 Meter Temperature = 22 °C Pitot Tube Coefficient % Moisture 1 49.7 Sample Rate 1 21.24 Lpm Ideal Nozzle When numbers are entered into calculator, ideal nozzle Size 11.298 mm size will be displayed. Enter number here 0.444803 in .Actual Nozzle If ideal nozzle size is not available, locate nearest Size Used 1/2 in number. Enter what nozzle size was used for testing Project No. 09NK11970 File: E151487 Page 8.3 TurboChef Technologies Model: NGO Start Time: 9:15 Product Tested: 9 in. Pepperoni Pizza Cook Time: ,100sec End Time: 5:30 Barometric Pressure:. 744 ,mmHg Recovery Time:!,Osec - Test Date: 09/23/09 IMPINGER WEIGHT Filter Paper Start of Test:' 0.6488 . g Frit Filter Paper End of Test: it 0.6494 g Room Ambient: ,23C Im in er Start Volume/Weight Start Weight lbs End Volume/Weight End Weight lbs Pump Vaccum In.hg Stack Temp °C Probe Temp °C Box Temp °C Impinger Temp °C 1 ml 100 1.336/1.556 30 1.404 2 ml 100 1.284/1.504 165 1.648 3 ml 0 1.344 35 1.422 4 200 1.328/1.770 222 1.924 Timed Meter Readings Traverse Point Number Sampling Time Hr/Sec Gas Meter Reading (m) Orafice Pressure Differential AH Velocity Head DP Pump Vaccum In.hg Stack Temp °C Probe Temp °C Box Temp °C Impinger Temp °C Gas Meter Outlet °C Initial - 154.402 42 1.4 0.0 27 121 122 8 25 1 :10 154.633 42 1.4 0.0 281 121 122 101 27 1 :20 154.841 42 1.4 0.0 28 121 121 11 29 1 :30 155.047 42 1.4 0.0 28 121 122 14 31 1 :40 155.253 42 1.4 0.0 28 121 121 15 32 1 :50 155.459 41 1.4 0.0 28 121 121 16 33 1 1 hr 155.665 41 1.41 0.0 29 121 121 13 34 2 :10 155.872 42 1.5 0.0 321 121 122 11 35 2 :20 156.079 42 1.5 0.0 31 121 121 12 36 2 :30 156.286 41 1.4 0.0 32 121 122 14 36 2 :40 156.491 40 1.2 0.0 31 121 121 16 36 2 :50 1 156.6981 421 1.2 0.0 32 1211 1221 17 36 2 2hr 1 156.9061 421 1.21 0.01 32 1211 1211 13 37 Traverse Point Number Sampling Time Hr/Sec Gas Meter Reading Read gym) Orafice Differential AH Velocity Head AP Pump V n.hg . I.hg Stack Temp °C Probe Temp °C Box Temp °C Impinger Temp °C Gas Meter Outlet °C 3 :10 157.114 42 1.4 0.0 32 121 121 12 37 3 :20 157.323 42 1.3 0.0 32 121 121 13 37 3 :30 157.529 42 1.2 0.0 32 121 121 15 37 3 :40 157.737 42 1.3 0.0 32 121 122 12 37 3 :50 157.945 42 1.4 0.0 32 121 121 12 37 3 3hr 158.153 42 1.3 0.0 32 121 122 13 37 4 :10 158.361 42 1.4 0.0 29 121 122 11 37 4 :20 158.569 42 1.4 0.0 29 1211 121 13 37 4 :30 158.777 42 1.4 0.0 30 121 122 14 37 4 :40 158.985 41 1.4 0.0 30 121 122 16 38 4 :50 159.191 42 1.2 0.0 29 121 121 12 37 4 4hr 159.399 42 1.2 0.0 30 121 122 12 37 5 :10 159.606 42 1.2 0.0 31 121 121 11 37 5 :20 159.815 42 1.3 0.0 30 1211 122 12 37 5 :30 160.024 42 1.5 0.0 30 121 122 14 38 5 :40 160.232 42 1.5 0.0 30 121 121 15 38 5 :50 160.442 42 1.0 0.0 30 121 122 12 38 5 5hr 160.651 42 0.9 0.0 31 121 122 12 38 6 :10 160.861 42 0.0 0.0 35 121 122 12 38 6 :20 161.318 42 1.4 0.0 32 1211 122 15 38 6 :30 161.528 42 1.6 0.0 32 121 122 16 38 6 :40 161.735 42 1.6 0.0 32 121 122 17 38 6 :50 161.945 42 1.6 0.0 32 122 122 17 38 6 6hr 162.153 42 1.6 0.0 32 121 122 13 38 7 :10 162.363 42 1.4 0.0 32 121 122 11 38 7 :20 162.575 42 1.4 0.0 32 1211 122 11 38 7 :30 162.782 42 1.4 0.0 32 121 122 13 38 7 :40 162.990 42 1.4 0.0 31 121 122 14 38 7 :50 163.220 42 1.4 0.0 32 121 122 16 38 7 Thr 163.408 42 1.4 0.0 32 122 122 16 38 8 :10 163.617 42 1.6 0.0 28 122 122 13 38 8 :20 163.826 42 1.8 0.0 28 121 122 13 38 8 :30 164.035 42 1.8 0.0 28 121 122 14 38 8 :40 164.244 42 1.8 0.0 28 121 122 14 38 8 :50 164.452 42 1.8 1.0 28 121 122 15 38 8 8hr 164.661 42 1.4 1.0 301 122 122 16 38 Average Gas Meter Outlet Temperature: 36.36735 °C Average Gas Meter Outlet Temperature: 97.46122 °F AH = 41.875 mm H2O Tm = 557.46 R 0 H = 1.648622 in H2O Page 8.4 Project No. 09NK11970 TurboChef Technologies Model: NGO File: E151487 Page 8.5 Start Time: 9:15 End Time: 5:30 Test Date: 09/23/09 Cook Time: 100sec Product Tested: 9 in. Pepperoni Pizza Recovery Time: Osec Barometric Pressure: 744 Post -Test Data Gas Meter Gas Meter Reading Reading initial 154.40 m3 End 164.66 m3 Vm 10.26 m3 Weight at Begining of Test delta !H 362.29 ft3 Change of Weight at End of Test Y- Constant 0.949 This data is obtained during device calibration. Verify Acetone Wash ; 3.1: mg number with most recent calibration certification on LEM Tstd constant 528.0 R Bottle 3 Tm 557.5 R Number obtained from Datasheet Barometric 1.6; mg Bottle 5 Pressure 744 mmHg Barometric Pressure on day of Test Water Blank 29.29134 inHg Bottle 7 Pstd 30.42 inHg Total Grease Emisions A H 1.648622 in H2O Cs=Mn/Vmstd 0.64 mg/m3 Vmstd 314.86 ft3 8.915878 m3 . Post -Filter Data Filter paper 649.40 mg Weight at End of Test Filter AR 648.80 mg Weight at Begining of Test delta !H 0.60 mg Change of Weight at End of Test Post -Acid Used Acetone Wash ; 3.1: mg Bottle 2 Mc 5.1 mg Acetone Blank 0 -mg Bottle 3 Impinger Contentf 0.5, mg Bottle 4 Mn 5.7 mg McCI Wash 1.6; mg Bottle 5 McCI Blank O' mg Bottle 6 Water Blank 0.1 mg Bottle 7 Total Grease Emisions Cs=Mn/Vmstd 0.64 mg/m3 300 275 250 225 200 0 as °' 175 3 0 °LO 150 m a .0 c 125 0 U v 100 v 0 a 75 50 25 0 UL 710B (KNLZ) Emissions by Product ❑ Pizza's Cooked ❑ Emissions C3/C HHB i5 i3 TurboChef Model NGC t70QO�6C]Qa NGO 3 2.75 2.5 2.25 2 1.75 E CL a 1.5 0 .y 1.25 w Z 1 a 0.75 0.5 0.25 0 Page 9.1 Page 10.1 October 18, 2004 Mr. Mike Denny Building Services, 224 West Knight St. City of Sioux Falls, South Dakota, 57102 Ph: 605-367-8252 Re: Fire and smoke containment Dear Mr. Denny: The TurboChef ovens have been extensively tested and conform to UL 923 and UL KNLZ standards. The UL 923 standard is the electrical/product safety standard and the KNLZ is the low particulate matter emissions standard to which we conform. While both standards address difference aspects of the oven, they both have inherent overlap as it relates to grease/smoke/fire handling. As it relates specifically to fire safety, UL 923 specifies: Section 57 Cavity Fire Containment Test: The performance of an appliance subjected to this test shall be considered acceptable if all of the following conditions are met. a) There is no emission of fire, flame, or molten metal outside the appliance nor glowing or ignition of the cheesecloth, tissue paper, or wood surface; b) The fuse rated 3 A does not open; c) Following the test, the appliance complies with the requirements of Leakage Current, Section 33, and Dielectric Voltage -Withstand Test, Section 39, as applicable to primary circuits; and d) Following the test and following 10 c of operation (opening and closing the door), the appliance complies with the requirements in 57.12. The radiation emission shall not xceed 5mW/cm2. Test Method: Section 57.2 requires that 4 potatoes each weighing between 150g and 200g be placed inside the oven under test and cooked using full microwave power and hot air (if applicable) until the potatoes catch tire. Note: The test must be repeated until it catches fire. During this test, pieces of tissue paper and cheesecloth are placed above, below and around the product to ensure that the fire and/or excessive heat generated is safely contained within the confines of the appliance. As it relates to grease handling, UL KNLZ specifies: UL KNLZ Guide Information Excerpt: "These appliances have been evaluated for the limit of 5 mg/m3 for the emission of grease -laden air to the room ambient in accordance with the recommendations of the National Fire Protection Association Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations, NFPA 96, using the EPA -202 test method prescribed for cooking appliances provided with integral recirculating air systems. " C:IWindowslTemplRar$DIOO.000IFire smoke and grease statement v2_11.doc Page 10.2 Test Method: The UL KNLZ category requires that products must have less than 5.0 mg/m3 of particulate matter emissions during 8 continuous hours of cooking a "worst case" food product as measured by EPA 202. Note: Our products were tested using full -fat pepperoni pizzas. As it pertains specifically to smoke: Smoke typically consists of visible grease particulate that escapes from a product during operation. Our ovens utilize a recirculating airpath that is catalytic scrubbed, thus the airborne grease is combusted as it crosses our catalyst. Given this, under typicallnormal operating conditions, our product does not emit smoke. If you have any issues or specific questions regarding the above, please contact me directly. Best regards, Tames K. Pool = James K. Pool III Vice President Engineering, TurboChef Technologies, Inc., Ph: 214.379.6020 Email: james.pool@turbochef.com C:IWindowslTemplRar$DIOO.000IFire smoke and grease statement v2_11.doc Page 11.1 NGO SBK Energy.xls NGO ENERGY ESTIMATE ASTM METHOD Chan eable Parameters Operating Time Energy Costs Snooze Mode Cook Cycles/Day Typical Cook Time 12 Hours kWHr Hours Cooks/Day Seconds $0.11 0.00 100 45 Do Not Chanae the following values ` Time (min) Power (Watts) Cost/Day Balance of Time (hrs) Warm up 15 3900 $0.11 11.75 Cooking 75 2800 $0.40 10.50 Snooze Idle 0 0 $0.00 10.50 Idle 630 750 $0.90 0 Total/Day Load kBtu/hr (ton of AC) $1.42 Yearly Total/Month 1029 3.51 $42.46 $509.51 HVAC Requirements Per Operating Time -- Note: Approximations Only Average Cooling Warmup Energy Total Energy Total average Total Environmental Requirement Average Energy Cooking And Idle (3) (7) (3) Power (W) Load kBtu/hr (ton of AC) - - --- -- - -_- --40950000- 3510000 44460000 1029 3.51 0.29 10/12/2009 Confidential James K. Pool Page 12.1 TURBOCHEF TECHNOLOGIES, INC. 2012712 NGO Oven Surface Temperatures TM The illustrations in this document represent the Surface testing data reported for the TurboChef oven model NGO during cooking after two and a half hours of idle at 520°F (2710c), simulating the highest temperature condition. Fahrenheit Measurements 84— 84-- 88--88---91-97 ocio 0' ---81 9 7--9 ff a ff-----o ji 84------ 84 . 90 ------ I E� 90 ill 109 10, 100--- -- 102 o 84 00 849 f ori 0&-- 10&-- 109-- o *11 ---97 93 88 8, 86---- 8,E"='97---§ -109- ---1067-00 115 0 97 ..-91 88-- 97-- - 108 108 111 '10� '=2K===2KD 86--- --90------ 104- - —118 --113 ---113-1-9-, 10:---....--90---....99... i -100 93 -----91 ---81 9 7--9 o --97--104--104-- -97--104-104-- I OE --99--- 100--- -- 102 o -91 9 0 8 106 ------99--95---- ---97 93 88 8, 115 :3 OFg---- 95 97 ..-91 —88---8, 100 '10� '=2K===2KD 01 =-109---100--. 95-93-84---8, 1 nr_ - - 0, ® 2009TurboCheffechnologies, Inc I — 91---91--- i I 91 ----95 9 7--9 7--- --97--104--104-- -97--104-104-- 100 100 106 104 -104 1 109----109- 106-106-106— '10� '=2K===2KD 01 1 #06-:51151 511. To <8 9 a A D <95 \1 99 99 99 Celsius Measurements 29 29 31 31 33 36 -3S--36--36- -35-36-36- -]6--4O--40- -36-40-40- 32 31min 29-29-32 29 -44 43 -4113 0418 � 38 41 43 39 | � ]-- -3S--36--36- -35-36-36- -]6--4O--40- -36-40-40- 32 31min --38--41----40- -38--41--40— 0 � -40-43-43— � | � - 3]--33--33---- L— | � ]-- -3S--36--36- -35-36-36- -]6--4O--40- -36-40-40- --38--41----40- -38--41--40— � -40-43-43— � | poue12.0 Page 13.1 =LDINGGAANDSAFETY CITY OF LOS ANGELES t]ONILOSSIONERS _ CAUFOFIi`11A MARSHAL. BROWN qtr VAN AM�� S VICTOR H. CUEVAS HELENAJUBANY ELENORE A WILLIAMS ANTONIO VIUARAIGOSA MAYOR James K Pool III File Number: M-100012 TurboChef Technologies Effective Date: 03/19/2010 4240 International Parkway Carrollton, TX 75034 Telephone: 214-379-6020 Manufacturer: SAME Item: WARMING OVEN Models: 1►IK� RTNEW41F BU JNNG AND SAFETY 201 NORTH FiGUEROA STREET LOS ANGSES CA 90M 2 ROBERT R `BUD'° OVROM GENERAL ASINAMR RAYMOND S. CHAN, C.E., S.E. EgE[FNE OFFWi PLEASE REFER TO THE APPLICATION NUMBER ON ALL CORRESPONDENCE, PHONE CALLS & SAMPLES The item processed under the above file number has been tested, examined and found to comply with applicable Los Angeles Plumbing Code (LAPC) and/or Los Angeles Mechanical Code (LAMC) and is hereby approved unless revoked for cause. This letter or the letterhead copy may not be reproduced for use in labeling or advertising, but copies of this letter may be used within your organization and shown as evidence of approval. CONDITIONS OF APPROVAL: 1. This product shall be used to warm pre-cooked hot food items only. Any other type of cooking shall not be allowed. 2. -Installation of this product is not required to have an exhaust system per Sections 95.507.1.5 and 95.507.1.6 of LAMC, 2008 Edition. 3. This product shall be installed, operated, and maintained in accordance with printed instructions from the manufacturer and LAMC, 2008 Edition. Each item shall have the name or trademark of manufacturer and model number where it will be visible for inspection. In order to renew this approval, an application and reexamination fee must be submitted on or before the expiration date shown above. Arrangement shall be made to remove any test samples remaining in the Laboratory. Samples remaining after 21 days from the date of this notice will be shipped collect by the most convenient carrier or disposed of in accordance with applicable regulation. Jason T Tran A -Michael Tharpe, Chief Mechanical Testing Laboratory, Test Engineer Plumbing / Mechanical Inspection Inspection Bureau COUNTY OF LOS ANGELES Public Health JONATHAN E. FIELDING, M.D., M.P.H. Director and Health Officer JONATHAN E. FREEDMAN Chief Deputy ANGELO BELLOW, R.E.H.S., Director Environmental Health KENNETH MURRAY, R.E.H.S. Director of Bureau of District Surveillance and Enforcement PLAN CHECK PROGRAM 5050 Commerce Drive Baldwin Park, California 91706 TEL (626) 430-5560 • FAX (626) 813-1444 www.oublichealth.lacounty,nov/eh/ June 2, 2010 James K. Pool III Senior Vice President, Engineering Turbo Chef Technologies, Inc. 4240 International Parkway, Suite 101 Carrollton, Texas 75007 Page 14.1 9-zw,6." or LOS BOARD OF SUPERVISORS Gloria Moline First District Mark Ridley-Thomas Second District Zev Yaroslaysky Third Distinct Don Knabe Fourth District Michael D. Antonovich Fifth District Ventilation Exemption Plan Check No. ME -2010-004 Application Type: Equipment specific-NGO (SOTA) 208 / 240 V, 6.7 KW Effective Date_ _ 5/18/2010 -- Expiration Date: _ 5/18/_2015 Telephone: _ 214 379-6020 Email: — James.Pool turbochef.com RE: EXEMPTION FROM MECHANICAL EXHAUST VENTILATION FOR TURBOCHEF TECHNOLOGIES, INC., Model: NGO (SOTA) OVEN Dear Mr. Pool: The County of Los Angeles Department of Public Health, Environmental I Iealth, Plan Check has completed a review of the Turbo Chef Technologies, Inc. Model NGO oven for exemption from the mechanical exhaust ventilation requirements of Section 114149.1(a) of the California Retail Food Code. You have provided documentation that these ovens have Underwriter's Laboratory KNLZ approval, and also provided the results of the eight-hour cooking emissions test conducted on the NGO oven. The test results indicate that the particulate matter concentration produced was 0.64 Mg/M3, which is below the limit of 5 mg/ m3 to be considered a low grease emission appliance. Therefore, additional mechanical ventilation in the form of a Type I or Type II hood is not required by the County of Los Angeles Department of Public Health, provided the following contingencies are met: Turbo Chef Technologies July 2, 2010 Page 2 of 2 1. There shall be no more than 2 unventilated model NGO ovens per food facility. 2. No other heat producing food related equipment requiring ventilation shall be permitted in a food facility without the addition of mechanical ventilation. 3. The equipment must be installed, serviced, and maintained according to the manufacturer's specifications. 4. The NGO oven shall be used for the cooking or warming of pizza, bread, bakery products, or similar items only. No raw animal protein products shall be cooked in the equipment unless mechanical ventilation is provided. 5. No items that generate grease -laden vapors shall be prepared or cooked in the unventilated NGO oven. 6. The NGO oven must be operated in a well -ventilated area approved for food preparation. 7. If ownership changes of a food facility that is operating the exempt equipment, then the new owner/ operator will be informed of the operating conditions. 8. This exemption from mechanical exhaust ventilation shall not be deemed to supersede any local building and fire code requirements pertaining to electrical and fire safety. This exemption shall be in effect for a period of five years from the date of this letter, or until revoked. However, this exemption shall not preclude this Department from requiring the installation of mechanical exhaust ventilation when operation of the NGO oven at a specific location creates a sanitation or safety problem. Should you have any questions or need additional information, please contact me at (626) 430-5565. Very truly PWjaawdffPgeonu, R.E.H.-S. hief Environmental Health Specialist Plan Check Program file DbTfrs'e Noborio, R.E.H.S. Environmental Health Specialist IV Plan Check Program Page 14.2 0 4.S o� �d •. �3 ala► 1 ao�s LABOULANOE ; arr'm. 2015 2nd Oven Install Program ► Design Approval Queue All Documents Type Namet Count= 224 Modified Modified By Design Approval Design Notes D IIs% FEB 2 7 2015 r%if,,. of Rrcmeartnn- nno 2 00104 PLAN SOLUTION PLAN 2/6/2015 5:14 AM nlyden Approved Design Level 1 02015 PLAN SOLUTION 2/16/2015 2:00 PM ksumrall Approved Design Level 1 l 02208 PLAN SOLUTION PLAN 2/6/2015 9:00 AM nlyden Approved Design Level 1 02309 PLAN SOLUTION 2/6/2015 8:57 AM nlyden Approved Design Level 3 QQ 02488 PLAN SOLUTION II 2/17/2015 12:41 PM ksumrall Approved Design Level 1 QQ 02511 Ftchburg,WI SOLUTION PLAN -REVISED 2/16/2015 2:37 PM ksumrall Approved Design Level 2 QQ '� 02641 PLAN SOLUTION 2/6/2015 9:53 AM nlyden Approved Design Level 2 QQ ( 02801 PLAN SOLUTION 2/6/2015 5:47 AM nlyden Approved Design Level 3 02945 SOLUTION PLAN 2/20/2015 9:50 AM ksumrall Approved Design Level 1 03346 PLAN SOLUTION 2/10/2015 6:19 PM ksumrall Approved Design Level 1 03446 PLAN SOLUTION 2/6/2015 5:14 AM nlyden Approved Design Level 1 03457 PLAN SOLUTION 2/6/2015 10:51 AM nlyden Approved Design Level 1 04213 PLAN SOLUTION - CANADA 2/6/2015 6:06 AM nlyden Approved Design Level 1 '- 04683 PLAN SOLUTION PLAN 2/6/2015 5:35 AM nlyden Approved Design Level 1 04703 PLAN SOLUTION PLAN - CANADA 2/6/2015 6:02 AM nlyden Approved Design Level 1 04717 PLAN SOLUTION PLAN 2/5/2015 1:34 PM nlyden Approved Design Level 1 04836 PLAN SOLUTION - CANADA 2/6/2015 5:54 AM nlyden Approved Design Level 1 04838 PLAN SOLUTION - CANADA 2/6/2015 5:53 AM nlyden Approved Design Level 2 04862 PLAN SOLUTION 2/12/2015 4:17 PM ksumrall Approved Design Level 1 existing hood, using NGCs QQ , 04864 PLAN SOLUTION - CANADA 2/19/2015 2:05 PM ksumrall Approved Design Removed from List QQ ° 04875 PLAN SOLUTION -.CANADA 2/6/2015 5:56 AM nlyden Approved Design Level 1 QQ 04917 PLAN SOLUTION -CANADA 2/19/2015 2:07 PM ksumrall Approved Design Removed from List QQ ' 05273 PLAN SOLUTION 2/6/2015 6:01 AM nlyden Approved Design Level 1 05294 PLAN SOLUTION 2/6/2015 5:20 AM nlyden Approved Design Level 1 05303 San Diego CA REVISED ONEw 2/23/2015 10:49 PM mpasqua Pending Design Approval ❑.� 05433 PLAN SOLUTION 2/6/2015 10:40 AM nlyden Approved Design Level 3 05471 SOLUTION PLAN 0 H 2/23/2015 10:53 PM mpasqua Pending Design Approval Q 05481 PLAN SOLUTION 2/16/2015 7:20 AM nlyden Approved Design Level 1 QQ 05509 PLAN SOLUTION 2/6/2015 5:44 AM nlyden Approved Design Health permit required, dwgs coming at later date Level 3 Q 05556 PLAN SOLUTION 2/6/2015 11:51 AM nlyden Approved Design Level 1 I 05618 PLAN SOLUTION PLAN 2/6/2015 2:36 PM nlyden Approved Design Level 3 d 05858 SOLUTION PLAN -3New 2/23/2015 10:53 PM mpasqua Pending Design Approval � �✓ 05880 SOLUTION PLAN DNEw 2/23/2015 10:53 PM mpasqua Pending Design Approval Q 05994 PLAN SOLUTION 2/10/2015 6:17 PM ksumrall Approved Design Level 1 (]✓ 'j 06349 Plano TX SOLUTION PLAN 2/16/2015 2:04 PM ksumrall Approved Design Level 1 t 06376 South lake TX SOLUTION PLAN 2/16/2015 2:05 PM ksumrall Approved Design Level 1 Q j 06397 PLAN SOLUTION PLAN 2/6/2015 8:59 AM nlyden Approved Design Level 1 Q✓ ' 06404 Plano TX SOLUTION PLAN 2/16/2015 2:05 PM ksumrall Approved Design Level 1 06410 Waco TX REVISED 2/16/2015 2:32 PM ksumrall Approved Design Level 3 dA 06418 PLAN SOLUTION 2/6/2015 10:26 AM nlyden Approved Design Level 1 10032 PLAN SOLUTION 2/11/2015 9:39 AM ksumrall Approved Design Level 3 i 06426 PLAN SOLUTION PLAN 2/6/2015 9:56 AM nlyden Approved Design Level 1 'n 06447 SOLUTION PLAN DHEw 2/23/2015 10:52 PM mpasqua Pending Design Approval i 06455 PLAN SOLUTION 2/6/2015 5:14 AM nlyden Approved Design Level 1 ' 06461 SOLUTION PLAN 0NEW 2/23/2015 10:50 PM mpasqua Pending Design Approval 06513 PLAN SOLUTION 2/6/2015 5:36 AM nlyden Approved Design Level 1 06532 PLAN SOLUTION PLAN 2/6/2015 10:48 AM nlyden Approved Design Level 1 06568 PLAN SOLUTION 2/6/2015 5:13 AM nlyden Approved Design Level 1 06578 PLAN SOLUTION 2/16/2015 7:13 AM nlyden Approved Design Level 1 06731 PLAN SOLUTION 2/6/2015 4:12 PM nlyden Approved Design Level 2 i 'I 06758 SOLUTION PLAN 0NEW 2/23/2015 10:51 PM mpasqua Pending Design Approval 06781 PLAN SOLUTION 2/16/2015 2:02 PM ksumrall Approved Design Level 1 06807 Sherman TX REVISED rrNEw 2/23/2015 5:39 PM ksumrall Approved Design Level 3 06856 PLAN SOLUTION 2/16/2015 7:18 AM nlyden Approved Design Level 2 06868 PLAN SOLUTION 2/16/2015 2:02 PM ksumrall Approved Design Level 1 0 06932 PLAN SOLUTION PLAN 2/10/2015 6:19 PM ksumrall Approved Design Level 3 i �✓ 06953 Odessa TX SOLUTION PLAN 2/16/2015 2:01 PM ksumrall Approved Design Level 1 J 06996 PLAN SOLUTION 2/19/2015 2:50 PM ksumrall Approved Design Level 2 'U 06997 SantaMaria CA REVISED 2/16/2015 12:18 PM ksumrall Approved Design level 1 �✓ 4 07311 PLAN SOLUTION 2/6/2015 11:46 AM nlyden Approved Design Level 1 Tj 07542 Virginia Beach VA REVISED 2/18/2015 9:36 AM ksumrall Approved Design Level 3 07866 PLAN SOLUTION 2/6/2015 11:43 AM nlyden Approved Design Level 1 0 08126 PLAN SOLUTION 2/10/2015 11:35 AM ksumrall Approved Design Level 3 'j 08214 Raleigh NC REVISED 2/19/2015 8:53 AM ksumrall Approved Design Level 3 j ❑� 08225 PLAN SOLUTION PLAN 2/6/2015 5:11 AM nlyden Approved Design Level 1 I 08253 PLAN SOLUTION PLAN 2/6/2015 8:59 AM nlyden Approved Design Level 1 0 L1 08411 PLAN SOLUTION PLAN 2/6/2015 10:54 AM nlyden Approved Design Level 3 08413 PLAN SOLUTION 2/6/2015 5:22 AM nlyden Approved Design Level 1 08444 Bellevue TN REVISED 2/16/2015 12:15 PM ksumrall Approved Design Level 1 Q ' 08552 PLAN SOLUTION PLAN 2/6/2015 5:37 AM nlyden Approved Design Level 2 08553 Cumming GA REVISED Ci NEW 2/23/2015 5:41 PM ksumrall Approved Design Level 1 Q Tj 08774 Chesapeake, VA SOLUTION PLAN 2/16/2015 2:01 PM ksumrall Approved Design Level 2 0 08909 SOLUTION PLAN 13 NEW 2/23/2015 10:52 PM mpasqua Pending Design Approval 09215 PLAN SOLUTION II 2/12/2015 4:32 PM ksumrall Approved Design Level 3 due to tile 09314 Arlington TX REVISED 2/18/2015 9:37 AM ksumrall Approved Design Level 3 j 09329 PLAN SOLUTION 2/6/2015 11:45 AM nlyden Approved Design Level 1 09425 PLAN SOLUTION PLAN 2/6/2015 5:11 AM nlyden Approved Design Level 1 09510 SOLUTION PLAN E3 NEW 2/23/2015 10:52 PM mpasqua Pending Design Approval 09513 PLAN SOLUTION PLAN 2/6/2015 10:54 AM nlyden Approved Design Level 1 09523 PLAN SOLUTION PLAN 2/10/2015 6:21 PM ksumrall Approved Design Level 1 09625 PLAN SOLUTION 2/6/2015 10:42 AM nlyden Approved Design Level 2 09671 PLAN SOLUTION 2/6/2015 5:10 AM nlyden Approved Design Level 1 I _ dA 09686 SOLUTION PLAN 2/20/2015 9:50 AM ksumrall Approved Design Level 1 i 09693 SOLUTION PLAN 2/20/2015 1:53 PM ksumrall Approved Design Level 1 i 09749 SantaRosa CA REVISED 2/16/2015 1:39 PM ksumrall Approved Design Level 1 09869 PLAN SOLUTION 2/16/2015 7:19 AM nlyden Approved Design Level 2 09903 PLAN SOLUTION 2/16/2015 7:15 AM nlyden Approved Design Level 1 09935 Mansfield TX REVISED 2/20/2015 10:20 AM ksumrall Approved Design Level 3 Need plumber Q✓ ' 09955 SOLUTION PLAN 2/19/2015 11:06 AM ksumrall Approved Design Level 1 i 10032 PLAN SOLUTION 2/11/2015 9:39 AM ksumrall Approved Design Level 3 i Add document 1-100 Terms of Use ©2012 DAVACO, Inc. 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Use of this site constitutes acceptance of our site agreement. j @0I 10041 PLAN SOLUTION 2/6/2015 6:04 AM nlyden Approved Design Level 1 JR) 1 r� / LJ 10042 Las Vegas NV REVISED -M NEW 2/23/2015 5:40 PM ksumrall Approved Design Level 3 I, 10054 SOLUTION PLAN 2/19/2015 9:17 AM ksumrall Approved Design Level 1 10075 PLAN SOLUTION 2/6/2015 9:57 AM nlyden Approved Design health permit required, dwgs to come at a later date Level 1 10085 Euless TX SOLUTION PLAN 2/16/2015 12:38 PM ksumrall Approved Design Level 1 10116 PLAN SOLUTION 2/6/2015 10:27 AM nlyden Approved Design Level 1 10174 PLAN SOLUTION PLAN 2/6/2015 9:03 AM nlyden Approved Design Level 2 10219 PLAN SOLUTION 2/6/2015 11:47 AM nlyden Approved Design Level 1 Q 10256 PLAN SOLUTION PLAN 2/6/2015 5:10 AM nlyden Approved Design Level 1 �✓ 10312 PLAN SOLUTION PLAN 2/11/2015 9:36 AM ksumrall Approved Design Level 1 Q 10319 Wyoming MI SOLUTION PLAN 2/16/2015 12:39 PM ksumrall Approved Design Level 1 Add document 1-100 Terms of Use ©2012 DAVACO, Inc. 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AS CA ► v 0 3 a I -A I a0►s J� G 8c&ru A x RR�Y LABOUVl A GE 2015 2nd Oven Install Program ► Design Approval Queue All Documents ❑ Type Namet Modified Modified By Design Approval Design Notes ASWITT4 FEB 2 7 2015 Count= 223 City of Bremerton, DCD 10331 PLAN SOLUTION PLAN 2/6/2015 10:52 AM nlyden Approved Design Level 1 10375 SOLUTION PLAN 2/20/2015 10:26 AM ksumrall Approved Design Level 1 10437 PLAN SOLUTION 2/6/2015 5:03 AM nlyden Approved Design Level 1 10445 PLAN SOLUTION 2/6/2015 5:58 AM nlyden Approved Design Level 1 10472 PLAN SOLUTION 2/6/2015 5:35 AM nlyden Approved Design Level 1 10492 PLAN SOLUTION PLAN 2/20/2015 10:04 AM ksumrall Rejected Design See redlines 10512 PLAN SOLUTION 2/6/2015 5:10 AM nlyden Approved Design Level 1 10587 YubaCity CA REVISED 2/16/2015 2:29 PM ksumrall Approved Design Level 1 10601 PLAN SOLUTION PLAN 2/6/2015 5:17 AM nlyden Approved Design Level 1 10617 SOLUTION PLAN 2/19/2015 11:06 AM ksumrall Approved Design Level 1 10619 BaytownTX SOLUTION PLAN 2/16/2015 12:42 PM ksumrall Approved Design Level 1 10625 PLAN SOLUTION 2/20/2015 9:53 AM ksumrall Rejected Design Revise per redlines 10635 Lemont IL REVISED 2/23/2015 5:44 PM ksumrall Approved Design Level 3 10652 PLAN SOLUTION 2/6/2015 10:02 AM nlyden Approved Design Level 1 10659 Downey CA REVISED 0NEm 2/23/2015 5:42 PM ksumrall Approved Design Level 1 10668 SOLUTION PLAN 2/20/2015 1:45 PM ksumrall Approved Design Level 1 10699 SOLUTION PLAN 2/17/2015 1:06 PM ksumrall Approved Design Level 1 10700 PLAN SOLUTION 2/6/2015 6:04 AM nlyden Approved Design Level 1 10753 Moore OK SOLUTION PLAN 2/16/2015 12:40 PM ksumrall Approved Design Level 1 -need leg 10754 PLAN SOLUTION 2/16/2015 7:16 AM nlyden Approved Design Level 1 10825 PLAN SOLUTION 2/6/2015 6:03 AM nlyden Approved Design Level 1 10830 PLAN SOLUTION 2/10/2015 6:22 PM ksumrall Approved Design Level 1 • 10882 PLAN SOLUTION 2/6/2015 10:39 AM nlyden Approved Design Level 1 10889 PLAN SOLUTION PLAN 2/6/2015 9:59 AM nlyden Approved Design health permit required, drawings coming at a later date Level 1 10990 PLAN SOLUTION 2/6/2015 5:09 AM nlyden Approved Design Level 1 11099 PLAN SOLUTION PLAN 2/6/2015 5:38 AM nlyden Approved Design Level 2 11103 SOLUTION PLAN 2/20/2015 9:50 AM ksumrall Rejected Design This store already has 2 ovens so it is removed from the List 11130 PLAN SOLUTION PLAN 2/6/2015 5:24 AM nlyden Approved Design Level 1 11146 Yukon OK SOLUTION PLAN 2/16/2015 12:40 PM ksumrall Approved Design Level 1 11269 Winston Salem NC SOLUTION PLAN 2/16/2015 12:40 PM ksumrall Approved Design Level 1 11288 Tulsa OK REVISED 2/16/2015 12:14 PM ksumrall Approved Design Level 1 11299 PLAN SOLUTION PLAN II MNEVI 2/24/2015 9:54 AM mbnggs Pending Design Approval Revised per Karin's email 02/20 11300 PLAN SOLUTION 2/16/2015 7:15 AM nlyden Approved Design Level 1 11313 PLAN SOLUTION 2 2/16/2015 7:22 AM nlyden Approved Design Level 1 11313 PLAN SOLUTION 2/6/2015 10:44 AM nlyden Approved Design Level 1 11377 SOLUTION PLAN 2/18/2015 2:31 PM ksumrall Approved Design Level 1 11556 PLAN SOLUTION 2/6/2015 2:36 PM nlyden Approved Design Level 3 11570 PLAN SOLUTION PLAN 2/6/2015 5:36 AM nlyden Approved Design Level 1 ' 11602 PLAN SOLUTION 2/16/2015 7:16 AM nlyden Approved Design Level 1 11698 PLAN SOLUTION PLAN 2/6/2015 5:09 AM nlyden Approved Design Level 1 See redlines Level 2 Level 1 Level 1 Level 2 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 2 Level 1 Level 2 Health permit required, expanded drawings to come at a later date Level 1 See redlines Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 level 2- tall oven cart Level 1 Level 1 Level 1 Level 1 Health permit required, expanded drawings coming at a later date Level 1. Level 2 Level 2 Level 1 Level 1 Level 1 Level 1 Level 1 Level 2 Level 1 Level 1 Level 1 Level 1 Level 1 11713 PLAN SOLUTION PLAN 2/20/2015 10:03 AM ksumrall Refected Design 11745 Morgan Hill CA REVISED 2/20/2015 10:06 AM ksumrall Approved Design 11768 SOLUTION PLAN 2/18/2015 2:30 PM ksumrall Approved Design 11771 PLAN SOLUTION PLAN . 2/6/2015 5:04 AM nlyden Approved Design 11789 PLAN SOLUTION 2/6/2015 10:44 AM nlyden Approved Design 11822 Desoto TX REVISED :.:IiE4! 2/23/2015 5:42 PM ksumrall Approved Design 11828 PLAN SOLUTION 2/16/2015 7:11 AM nlyden Approved Design 11969 Concord NC SOLUTION PLAN 2/16/2015 12:47 PM - ksumrall Approved Design 13275 PLAN SOLUTION 2/6/2015 6:02 AM nlyden Approved Design 13305 PLAN SOLUTION PLAN 2/6/2015 5:22 AM nlyden Approved Design 13369 PLAN SOLUTION 2/6/2015 11:50 AM nlyden Approved Design 13399 PLAN SOLUTION 2/16/2015 7:17 AM nlyden Approved Design 13411 SOLUTION PLAN 2/19/2015 11:06 AM ksumrall Approved Design 13418 PLAN SOLUTION PLAN 2/6/2015 5:38 AM nlyden Approved Design 13420 PLAN SOLUTION PLAN 2/6/2015 5:04 AM nlyden Approved Design 13463 SOLUTION PLAN 2/19/2015 4:15 PM ksumrall Approved Design 13498 PLAN SOLUTION PLAN 2/6/2015 5:08 AM nlyden Approved Design 13542 PLAN SOLUTION PLAN 2/20/2015 9:58 AM ksumrall Rejected Design 13547 Memphis TN SOLUTION PLAN 2/16/2015 1:48 PM ksumrall Approved Design 13674 SOLUTION PLAN 2/20/2015 1:52 PM ksumrall Approved Design 13760 PLAN SOLUTION 2/6/2015 5:34 AM nlyden Approved Design 13779 SOLUTION PLAN 2/19/2015 9:16 AM ksumrall Approved Design 13806 SOLUTION PLAN 2/18/2015 2:31 PM ksumrall Approved Design 13879 SOLUTION PLAN M E. 2/23/2015 10:51 PM mpasqua Pending Design Approval ? 13880 PLAN SOLUTION 2/6/2015 5:21 AM nlyden Approved Design 13908 Irving TX REVISED 2/23/2015 5:46 PM ksumrall Approved Design 13923 PLAN SOLUTION 2/6/2015 6:04 AM nlyden Approved Design 13945 PLAN SOLUTION PLAN 2/6/2015 5:35 AM nlyden Approved Design 13987 Spring Hill TN REVISED 2/23/2015 5:43 PM ksumrall Approved Design 14054 PLAN SOLUTION 2/16/2015 7:09 AM nlyden Approved Design T' 14071 Yuba City CA SOLUTION PLAN 2/16/2015 1:49 PM ksumrall Approved Design 14072 PLAN SOLUTION 2/16/2015 7:22 AM nlyden Approved Design 14168 PLAN SOLUTION PLAN 2/6/2015 5:06 AM nlyden Approved Design 14363 PLAN SOLUTION PLAN 2/6/2015 5:26 AM nlyden Approved Design 'j 14389 PLAN SOLUTION PLAN 2/6/2015 5:38 AM nlyden Approved Design '- 14410 PLAN REVISED 2/6/2015 5:40 AM nlyden Approved Design 14417 Portsmouth VA SOLUTION PLAN 2/16/2015 1:50 PM ksumrall Approved Design ? 14445 PLAN SOLUTION 2/16/2015 7:15 AM nlyden Approved Design 14446 PLAN SOLUTION 2 2/16/2015 7:14 AM nlyden Approved Design 14497 PLAN SOLUTION 2/6/2015 5:06 AM nlyden Approved Design 14637 PLAN SOLUTION PLAN 2/6/2015 5:23 AM nlyden Approved Design 14717 PLAN SOLUTION 2/6/2015 6:07 AM nlyden Approved Design 14771 PLAN SOLUTION 2/16/2015 7:12 AM nlyden Approved Design 14815 PLAN SOLUTION PLAN 2/6/2015 5:06 AM nlyden Approved Design 's 14860 PLAN SOLUTION PLAN 2/6/2015 5:05 AM nlyden Approved Design 15010 SOLUTION PLAN 2/19/2015 9:17 AM ksumrall Approved Design 'j 15627 PLAN SOLUTION 2/16/2015 7:18 AM nlyden Approved Design See redlines Level 2 Level 1 Level 1 Level 2 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 2 Level 1 Level 2 Health permit required, expanded drawings to come at a later date Level 1 See redlines Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 Level 1 level 2- tall oven cart Level 1 Level 1 Level 1 Level 1 Health permit required, expanded drawings coming at a later date Level 1. Level 2 Level 2 Level 1 Level 1 Level 1 Level 1 Level 1 Level 2 Level 1 Level 1 Level 1 Level 1 Level 1 Add document Terms of Use ©2012 DAVACO, Inc. ClearThread® is a trademark of DAVACO, Inc. All rights reserved. Use of this site constitutes acceptance of our site agreement. 15746 P�AN SOLUTION PLAN II NEW2/24/2015 9:51 AM mbriggs Pending Design Approval Revised per Karin's email 02/20 16053 PLAN SOLUTION PLAN 2/6/2015 5:22 AM nlyden Approved Design Level 1 16341 PLAN SOLUTION 2/6/2015 10:00 AM nlyden Approved Design Level 3 16345 PLAN SOLUTION 2/6/2015 10:56 AM nlyden Approved Design Level 3 16935 PLAN SOLUTION 2/6/2015 5:44 AM nlyden Approved Design Level 3 17358 CrystalLakeIL SOLUTION PLAN 2/16/2015 1:52 PM ksumrall Approved Design Level 3- need plumber 17562 PLAN SOLUTION PLAN 2/6/2015 5:23 AM nlyden Approved Design Level 1 17859 Lewisville TX REVISED 2/19/2015 8:55 AM ksumrall Approved Design Level 1 17955 FayettevilleAR REVISED 2/17/2015 1:05 PM ksumrall Approved Design Level 3 due to tile work 17992 Overland Park KS REVISED 2/16/2015 2:27 PM ksumrall Approved Design Level 3 18298 SOLUTION PLAN 2/19/2015 4:23 PM ksumrall Approved Design Level 2 18392 PLAN SOLUTION 2/16/2015 7:21 AM nlyden Approved Design Level 1 'A 18519 Lawrence KS REVISED 2/18/2015 9:34 AM ksumrall Approved Design Level 3- plumber needed 4 101-200 Add document Terms of Use ©2012 DAVACO, Inc. 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Use of this site constitutes acceptance of our site agreement. r V City of Bremerton Department of Community Development PERMIT NUMBER: BB14 00765 DATE .ISSUED: 05/01/2015 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 3933 KITSAP WAN (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 'ZONING: CC Name Phone Address Access Code APPLICANT: EXPEDITE THE DIEHL 804-859-7618 6529 HEMMINGFORD DR T6TMO-QLPRN CANAL WINCHESTER, 01143110 OWNER: D & R FAMILYLLC 12150 SE 16TH PL 4RIVR-TRCCF BELLEVUE WA CONTRACTOR: ICON INDENTITY SOLUTIONS INC 847-364-2250 1418 ELMHURST RD 8WX8X-V852N ELK GROVE VILLAGE, IL 60007 LENDER: SUBMITTED: 10/31/2014 APPROVED: 11/17/2014 EXPIRATION: 08/12/2015 STATUS: ISSUED VALUATION: $4,500.00 Sign Permit STARBUCKS KITSAP WAY - DIGITAL ORDER SCREEN WITH POST ON FOOTING AND 5 PANEL MENU ON EXISTING FOOTING STARBUCKS KITSAP WAY - DIGITAL ORDER SCREEN WITH POST ON Building Permit $10200 FOOTING AND 5 PANEL. MENU ON EXISTING FOOTING State Surcharge $450 Building Code Edition: % 1 Plan Review Fee $6630 ^ Occupancy Group:' 6 `� TOTAL FEES : $172.80 Type of Construction: Flood 'Zone: Setbacks: //// (F/L/RT/R/O)�� Sanitation Method: Number of Bedrooms: Inspection Requests: FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections: (360) 473-5870 HEALTH: Kitsap County health District (360) 337-5285 L&1: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by tilts permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can substantiate to the City of Bremerton that the concealed work meets or exceeds code requirements Any demolition, testing, or financial burden shall be borne directly by the permit holder Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction I hereby certify that I have read and examined this permit and know the same to be true and correct All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I ccrtity that I air exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967 All revisions to an approved plan require DC'D review and approval prior to performing work All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy SIGNATURE OF OWNER OR AGENT: PRINTED NAME: �� C��P /A LA DATE: l�ii-ter- CONDITIONS Citv of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by Mountjoy, Margret on 05/01/2015 11 47 AM Page I of City of Bremerton PERMIT NUMBER: BB14 00765 I Department of Community Development DATE ISSUED: 05/01/2015 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 3933 KITSAP WAl (360) 473-5275 Fax: (360) 473-5278 1 (DCD-47) DCD Reinspection Fee All approved plans, the printed building permit, and the permit inspection placard, are required to be t!� on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted In addition, a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted 2. (DCD-50) Final Inspection Required All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity 3. (LU 12) Signs must comply with BMC 20 52 A separate permit is required for any additional signs 4 (LU 19) Freestanding signs shall not block visibility pursuant to BMC 20 52 070 The base of the sign shall have a landscaped island 1D_Af3_ equal to or greater than the area of the sign pursuant to BMC 20 52 090(e) Landscaping needs to be installed prior to Final inspection of sign permit ****Please note that vour Certificate of Occupancy and Business License may not be issued until sign permit obtains Final inspection 5 (LU25) Signs may be illuminated directly, indirectly, or internally, provided the lighting is directed away from other land uses, and away from on -coming traffic 6 (DCD-91) Call before you dig Calling 811, two business days before you begin digging, will alert utilities to come out and mark THEIR buried Iines from the street to your house For FRED 7 (Custom) The following are prohibited Strobe lights or any other flashing, moving or animated features that are visible beyond any kn property line Readerboard or message center signs that change copy no more frequently than at two (2) second intervals, and time/temperature signs are exempt from this provision MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Inspection Description FOUNDATION - FOOT Foundation Footings, Property lines shall be properly identified ELECTRICAL FINAL L&I - Electrical Final Inspection FINAL - BUILDING Final Inspection - Building LANDSCAPE Landscaping FINAL - SIGN Final inspection for free-standing sign after landscaping complete Qty Fixture Type Printed by Mountjoy, Margret on 05/01/2015 11 47 AM FIXTURE LIST Qty Fixture Type Page 2 of 2 BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER Building Plumbing ❑ 3933 KITSAP WAY STARBUCKS KITSAP WAY - DIGITAL ORDER SCREEN WITH POST ON FOOTING AND 5 PANEL MENU ON EXISTING FO Mechanical ❑ Alarm/Sprinkler 0 This Placard must be posted on or near building and the Permit &"Approved" plans must be at the site. Permit # BB 14 00765 Call the followinci Aciencv Telephone Numbers for inspections: Building Department Inspections: (360) 473-5870 Water - Public Works: (360) 473-5927 PW - Public Works - Engineering_ (360) 473-5270 Kitsap Public Health: (360) 337-5235 Fire - Fire Department: (360) 473.5386 L&I - Dept. of Labor and Industry: (360) 415-4000 - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection APP DATE Notes Foundation Footings, Property lines shall be properly identified UA 17- i L&I - Electrical Final Inspection Z• i T �. A Final Inspection - Building -( S Landscaping Z- l5 Final inspection for free-standing sign after, landscaping complete W� FINAL BUILDING (360) 473-5870 .411 of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DL+:PAKTMN NT AYPKVVAL Page I of I kJ Business Name: Site Address: -� 66l4 o -7(p5- PERMIT 7cpsPERMIT CENTER COMMERCIAL Building Permit Application 473-5275 * Fax (360) 473-5278 * www.Mbrenaerton.wa.us To apply for a property Works at (360) 473-5270 -DiS, �rx, ordw, CONTRACTOR: OWNER: A?_ / L G Address:55 Address: o� City, State, Zip: V City, State, Zip: &1,, �v License # & Exp. Date: Phone #: Contact Name: Authorized Agent Name: Contact Phone #: Address: Email address: , State, Zi Tax ID/Parcel #: Phone #: (MV) F 1/3//U ❑ Sewer ❑ Septic lEmaii address: Z( What is the application for? (Please check) ❑ New Construction EK Atteration ❑ Addition ❑ NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK COMMERCIAL REMODELTENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION � W SIGN R�%Ce F7 COMMERCIAL REPAIR GRADING (Cubic Yards: ) ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION _ Interior _ Exterior** _ Foundation Wall** _ Roof / Section— " Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. ❑ OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES[::] NO jRf Scope of work proposed: G p e // J4_2ec/g.� I /i;_vh' ! 0 ` 1a i1 � ✓ . /n 7AQ- i_ ✓ lam' P,- . i M,l ' it Square Footage: Building: Construction Type: Valuation Plan Review Fee Permit Fee Surcharge Total Fees Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the apple t have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after piration, the applic hall resubmit plans and pay a new plan review fee. � ica is Sign r Dat a� WJv LUin C.) QM O W ao a�� LaLUm fto W Rev. July 2008 B814 oo-7 uc' �J ....... PERMIT CENTE CONMERCIAL Building Permit Application ri!. ka ty 0' LOil, Detmrtmem of Community DeveloBnemertou,1A 98337- 1878 (360) 473-5275 * Fax (360) 473-5278 wwvrxi.brpmertonwa-,L� . . . ....... Business Name: Site Address: '--<, To apply for a property Works at (360) 473-6270 fC;VfVIKAC;IFQR: I !Address: /1W ?Ywu OWNER: 1111- 4 Address: I'Q140 14�a-M;Tu /- -Ir' jCity, State, Zip: Vk- 136.� I/ 4I it C Y, State, Zip: �Je4 -U- T License, # & Exp. [)ate: Phone #. 1150 Contact Name: I -710 f, -,u Authorized Agent Name:- 7/'?I<-* Contact Phone # Address: Zq Email address: -141sa4� ,State, Zi Gtf Tax IDIParcel ❑ Sewer Septic Email address:!�v F] NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK 5RI COMMERCIAL REMODEL TENANT IMPROVEMENT WITHOUT WORK M COMMERCIAL ADDITION I WSIGN ❑ COMMERCIAL REPAIR GRADING (Cubic Yards: ❑ NEW MULTI -FAMILY ❑REROOF F-1 DEMOLITION — Interior _ Exterior— _ Foundation Wall" _ Roof / Sechort— ** Separate demolition permit and fees required. Contact Public Works for sewercep permit (473-5270). Sewer n7ust be capped prior to damoldion permit issuance, F --j OTHER: IS THIS PROPERTY WHIN 200 FEET OF A SHORELINE? YES[] NO Lp ; cgpe of work proposed: 56-, P(wil; abk;kecf Aaat-dlh o ,- ---t gir,&-- ION I ype: Valuation Plan Review Fee --r— Permit Fee Surcharge Total Fees 4500 1 1 /OR 06 1150 Do Application for which no permit is issued within 180 days following the date of application shall expire by tin'titation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing the circumstances beyond the control of the appl- t have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after piration, the appl'Cqffl'qha1l resubmit plans and pay a new plan review foe. b- WiGua rs Sign4 Dk- LU 03tLur 0 U 1E g LA W so t=561 1101 W C, 0. W Rov. July 2008 j, Store Number: 16935 Store Name Kitsap Way & NationalSubmitted by: Tanasha Harden 6f Area Number:A008 Address: 3933 Kitsap Way Vendor: AGI Survey Date: July 29, 2014 Store Hours' Mon -Fri 4 30am— 9:00 pm, Sun. 5:00am— 8:30 pm Jurisdiction: Bremerton, WA Bldg Permits: 2-3 Week Drive Thru Hours: Same Sign Permits. 2-3 Week Elec Permits: 2-3 Week Escalation(s) and Reasoning • There is no canopy due to the limited space In the order zone, a free standing digital order screen with 5 panel menu board is proposed. Schedule 4 Ip p Description Qty STD/OPT Existing -Marking -Removal 1 STD P Directional-Entry-w/logo 2 STD Directional -Exit 1 STD Clearance Bar 1 STD Pre Men u-Freestand Ing -Old 1 STD 5 -Panel -Menu -Wall Mount -Old 1 STD I Digital Order Screen 1 STD DOS -Base -Freestanding 1 STD Bollard Lover 3 STD Bollard -New 1 STD On Building Directional Sign, RH-62" 1 STD On Building Directional Sign, LH -62" 1 STD Footing-CIP-S 1 STD Footing -Bolt -Pattern -New 1 STD Footing -Remove -Large 1 STD 4 Condult-25-S 1 STD HME-Rept-Sawcut-Loop 1 STD Fujitsu -SOW 1 STD I E.R Double Chevrons_��_1 STD Important Site Details ® The drive tiff r one.�urface is pavers, therefore the thermoplasic pavement i14ii cfPtit�1ije irk ta4ed due to the numerous joints. s i�, •�,•.;. .r s ..,• 1.7 T 444 Z Crr, >, _ i�.'a site information Store # 16935 3933 Kitsap Way, Bremerton, WA 1313140C> -7 6 s the elevations east elevation west elevation Store # 16935 3933 Kitsap Way, Bremerton, WA t h e elevations Store # 16935 3933 Kitsap Way, Bremerton, WA 3 the multi -tenant sign Store # 16935 L 3933 Kitsap Way, Bremerton, WA OSquare sign format This l.wout best suced for a square presen'aion where the rano of hcrghl to length is less man I 1 and up to 1 15 or I to ' eo Horizontal sign format This layout best suhcd for a short horizontal pre.scntauon where the ratio of height to length Is between I 16 and 13 DRI V T H R 1 O 17 - Horizontal sign format This layout best suNd for a horizontal presentation where ora rano of height 1n Icngth Is between 13 1 and 14 9 OHorizontal sign format This layout best suded for a long honzon'al prrscnlaaon where ft ratio of height io length Is 1.5 or grea*er 'All ;i DRIVE THRU A B C D.j j Bacldn illuminated sign faces with vinyl graphics. Manufacava and Install 0 Sign faces to be cut -our, of translucent 177' poryeamonate.- wh is 1 © Background Is opaque 3M Sco;chcal Vinyl- Duranodlc #3630-69 applied first surface wwh'W, "DRIVE THRU' copy and circle reversed out to whre ro © Evolved Ingn is hackground Is iranslucenr 3M Scotchcal Vinyl- Ifolly Green #3630-76 applied first surface rIF-A, DRIVE THRU Multi -}enol pylon signage Format standards- Drive thru locations ?tote. All dimensions are for visual openings only the legend ® New Directional Signs: (3) D/F ® New Clearance Bar ® New Old -Style Preview Menu Board ONew Digital Order Screen 4* New Old -Style 5 -Panel Menu Board O Bollard -cover (3) O Bollard -new (1) ® Multi -tenant Sign (1) New Wall Directional (1 RH 62, 1 LH 62) See elevations pages Exit Double Chevron Entry Double Chevron Datum Point Car Stack Information: 4 Cars 67 feet long Primary Entrance Secondary proposed DT products A . Face A Face B Clearance Bar New Old -Style Preview Menu I� Board i Digital Order Screen o --a , New Old -Style 5 -Panel Menu Board -------- Entrance O I Face A Face B Store # 16935 C the proposed site 3933 Kitsap Way, Bremerton, WA v 2'-6" 6-0" EXISTING Order 70 Post Footing NEW Old-Style 5-Panel NEW Menu Board on Existing Footing Bollard W? kjjE / `� ❑ EXISTING - _ co f I Bollard Footing - N Ci 0 NEW Digital DATUM POINT Order Screen ;'�� 11? S�9 " " " Scale: 1/2" = V-0" 9 Solution 8, Custom Option (1) New Digital Order Screen with Post (1) New Old -Style 5 -Panel Menu Board at 7° e New Digital Order Screen with Poston new footing • New Old -Style 5 -Panel Menu on existing footing at 7' • New Bollard placed to protect Order Screen • Relocate Vehicle Detection Loop Before After the order zone Store # 16935 G 3933 Kitsap Way, Bremerton, WA V facilities, design & landlord notes / follow ups • None landlord/facilities notes Store # 16935 3933 Kitsap Way, Bremerton, WA 7 the legend All products listed below are EXISTING ® Existing Directional Signs: (3) D/F ® Clearance Bar (1) o Speaker Post (1) ® Preview Menu Board (1) 5 -Panel Menu Board Freestanding (1) DT Awning (1) Wall Disc (3) ® Multi -tenant Sign (1) • Existing Bollards (4) + Datum Point notes Car Stack Information: 4 Cars 67 feet long the existing site Primary Entrance M I Secondary Entrance Store # 16935 Q 3933 Kitsap Way, Bremerton, WA v �✓'�� ( ' t 'fir i. VY T VI/ N Approach to Primary Entrance Primary Entrance Approach to Drive-Thru Entrance the primary customer journey Store # 16935 3933 Kitsap Way, Bremerton, WA 10 Approach to Secondary Entrance Secondary Entrance P k' Approach to Drive-Thru Entrance ar ing Lot Drive-Thru Entrance the secondary journey Store # 16935 3933 Kitsap Way, Bremerton, WA 1 Drive-Thru Entrance Approach to Order Zone Order Zone - Approach to Pick -Up Window Pick -Up Window ty 4 Drive-Thru Exit LI ot� urive inru Dane journey Store# 16935 3933 Kitsap Way, Bremerton, WA 12 r----26)'4' [66.7cm]--I 4' [10.2cm] � �- �O/ i i �O1 5)'4' C13,4cm] �o/ 14Y2• O [36.8cm] J� DS SWIVEL u --_--__ — - - PATTERN IN #6 PLATES -4- - ---�- #1 13' [33.0cm]- - - — — - - — - - #2 254' [65.4cm] 234' [60.3cm] 19• [48.3cm] 164' [42.5cm] 14116 BY OTHERSI TOTAL - FRONT TO BACK 125.4cm] j� e• i[20,3crt] I I 10 Fo I II I I l i I li 00, OI I #3 , II I I I I I I 447/6' I I 1 1 i I [112.9cm] I I I ID FOR I MONITOR I I l l I I I I 2•X9• 41' 1104.1crt�f I I I C5CMX23 m] CUCENTO MOINI) OR I I SLOT N I II ( MAIN POST I I I !I I I II — - --�17 III BY SPEAKS 01)/x• 103B.1r,—� BY OTHERS (2 WALLS) 14'18' I ` # 137.1cm] 14�g' I I #4 1371c ] �J JVAL HOLES #1 - %4" STEEL BASE PLATE W/ 18deg OVAL HOLES #2 - 6X10.5 STEEL CHANNEL (6"x2"x%6") 4• [lo.2cm] BACK TO BACK DOUBLE POST 14' #3 - 3/16" WELDED STEEL MONITOR MOUNT - 1a° 135.6cm3 ADJUSTABLE 33/8" UP, 2%4" DOWN, 11/18" O -C T --(II 3/8-16 NUTS & BOLTS #4 -WELDED ALUMINUM BASE COVER #5 - WELDED ALUMINUM ELECTRIC ENCLOSURE #6 - 8 BASE WASHERS, 1/4" THICK (NUTS & BOLTS BY OTHERS) 4• _ [10.2cm] I I 0 28, I GTDJUST BOLT (4x) [71.icmi 62i'4" [159.4cm] 0 0 6314• _ NDUIT [161.9cm] OTHERS 31- 0%' [022.2,,] H❑ ES IN TOP PLATE - r i 5 EXTERIOR 15 I ' 0' 1016.0mm] 1RzTOGGLE SWITCH ' i '18THRU FRONT, m [35.9cm-1 I DIRECT TO SPEAKER METAL AC ( ENCLOSURE I I DIVIDER C10.5cm] 36'[2.2cm] OFF CENT 6• CUR REAR VIEW [15,2cm] STREET #6 SHOWING ENCLOSURE WELDED STEEL & ALUMINUM �— DT DIGITAL ORDERING SYSTEM POST =N"RTi5 WN OIND 19 ET IS IHE PgOP(gT' DSA/PHOTOTECH OF os. mnrorEa. +� ]696: Central Avenue, Carson, FINISH : nlsplS�pSrp,NODIIIDE—A ID=NpTrogEpp"Ep. RCggppp°Epq[VGl[p Tp, pq �q"tOt'RNTCp Ov pTl2q; (310) 537-5000 (310) 537-7 DESIGNED TO HOLD 5TARBUCKS MONITOR or INq�gTpq IN TIIHp f,WIHOM , fSA, 1,M • RAL7021 BLACK prpsnmprprECH H;srgiulis Nm�Np"us*Nm • phUbbelladSdphOt°teCh, CK GREY, 10% APPROVED NE NST IN—NANNEq pFMI.ENisLTp IHC IH EqS SHEEN, EXT. 14239 ORDER LIGHTBOX (not included) 02/04/14 °`OS'"ppR" DT DIGITAL ORDERING SYSTEM POST PAH 02/13/14 CQSBEDTMON I —E s 4 An— Vi�ee,, •.7 _ �;4.. , � •tea s.��''. -iti i�'`�;~Y'• , `-'.1'h.5 rt: .: a• ��,� ��; 4:5��:' +,.. � �' ti �• <� ,3•'� r,�� `=' --V :.,.�Y~�`,"ST7i� •`(jJ•j�w�T^�.Y✓i/�'_. "� .. . O+ .. J� .� � .�� r( ,_ (,ytr',ki,. � v` '- ? •li•_' : �..• `' ,` �K ` r: .0 � (,� u� � L„j. �`.t-�_ ' r,J I °' �. .,.. �.�'�:..;J: �Il V .YC �..�� C�i : �� '\ 1 v � y;,.�� - l � Z, '1^M.. '•14h ��'^•.n V � �.k� .4• � a- .i '� ,.sc r • ( j �q,,, "i. act(_ ,.� �>tSS" r � •.i_ ' �"y!-..:^ x^,*t. I Y' ...v4 c � tl AwR i i' • lr x4' c�'j (1 f _-7:CrS.IL�1}r�1!1 lyll:,�pJI T1314 At ist P f aU,�� j l.' '� Ott, �di .•J 5 f,'.'itA113f�Cr � " t(r ,• .. ei i.44f,N, LJ ` (-- UI— 1.•d1UilSY 1�7CL.7(.'Lr_f i• ,'i _.. i, t, y^..a • �-� a.l ... J �Ol I �� : •,: ,fit IF J S. Wan 10 S,a 1 y,' ! -.. - '•}14'1• �f1.,! - � 't. • � 1 .. it ( .. 3-2" pw6j - 35!4'x1/4' 173 -mi x 102mm x 6nm1 steel tube pain' Do black to match RAL 7021 M - malch sample 9'-0" 12713mm Front Elevation View 3"i?6mT1 z 0 =[1067=j> mU rn - 2-x5'x3/16- 151mm x 127mm x 5m] steel rectangular tube painted to match PMS 369 green Clearance bar height oay require adjustment toaccommodate [NOTE. curb and/or 0 undation height. Manufacturerprovide (2) 2'-6'1762mml cableFgths for such adjustment �— T� m� - Steel push -In plug for 1' d12 125mmJ hole (1'dia 125m lholefor locknut access) 35X4'xt/4' I?3mm z 102mm x emml steel tube cross bar -- 1/4'-20 PM -201 SS fJnylon Insert locknut /-1/4'-2016mm-201 type 316 i SS smooth eye bolt with shoulder palmed black to match RAL 7021 M - match sample ----- Type 304 SS oval compression sleeve ,- 3/16•dia 15mml type 316 SS wire rope (7x19 strand core) 3116-15mm1 type 316 SS We rope dip 2 SS nylon insert loeknuts per clip Right Side View End Section View I 5'-6' 11676—J — 3'-7' [1m2M]-�painted to match .il / PMS 369 green E I � E _Front View (a Placard - Graphic Detailc -' Copy, chevrons and striping :o be 3M #680.10 white € Scotchllte reflective vinyl film -- 5'-6' 1,676mm1 — co to 2'typ 161mmi–I--F t2'(yp.I61mm; Lt i Bottom View Placard Graehic nof�u� painted to match PMS 369 green 0 8'=—IrT: — 5" t127mm1 c2 Base Plate Detail 1/4'-2015mm-201 type 316 SS smooth eye bolt with shoulder painted black to match RAL 7021 M - match sample - 1/4'-2016mm-201 SS nylon insert locehut 244'0/16' 151mm x 127mm x smq steel rectangular tube placard Alum louvered van! for 1"dia 125mml hole (1' dia.125mm) hole for locknutaccess) �- 3/4" 119mml r steel base plate 7/85X2 3/4540' p2mm x 70mm x 30.1 radlused slot for 3/4.119mmJ anchor b 3'x41!•/4' t7311Wn x 102mmx 6mj .... .. ... steel tube cross bar Sign Specifications: Scraper Bar: 2"x5" i51mm x 127mm) steel tube painted to match PMS 369 green. • Flush steel end caps painted to match PMS 369 green.' • Copy and chevrons to be 1 st surface computer cut 3M #680-10 white Scotchllte refle lwe vinyl film. • Bottom striping to be 1st surface computer cut 3M #680.10 white Scotchlite reflective vinyl film Striping extends 3/8.11omm) onto front face. • Graphics protected wrth vinyl overlay film 3M Scotchgard 6 mil Clear Suspend from int Protection m upportilm with S#84808 S 0cable 8tarbucks hardware. Cabledprovided requires field adjustment for proper clearance height. Support: Supporting structure will be all welded steel tube construction painted black to match RAL 7021 M as per approved shop drawings. • Base tube will be constricted so that it can be retro-fittable to existing sign foundations All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other Projects or extensions to this project without the prior written consent of Starbucks Corporation. This drawing is a Design Development Document Site specific nodifications made under the responsible charge of the Architect and/or Engineer -of -Record will be required prior to using this locument for Bidding. Permitting, or Construction. 9'•9" (2972mm) ) 2,29 . :- AL' Starbucks does not manufacture the item(s) drawn or specked. Incorporation of design item is to be coordinated with item supplier and Architect and/or Enoineer•of•Record. Manufacturer's name and contact information clearly visible on finished item. All items manufactured to final engineering specifications, provided by Architect of Record. 03/16/14 lReplacement sign to use existing footer O O TOP VIEW. 8'- 1 1/4" -_ .._ ,-0' 2" - 2"x4"x118" welded steel frame /..0' - 1 1/2" 2' -'5 1/4" 0' - 1 1/4" 2'- 5 1/4" 0'- 1 1/4" 2'- 5 1/4" TThree Ilghlboxes - t r rlT I F- I---�. i II ; i t� l j I 1 LED light tubes i I! II Vii. II 11'1 li II i I I II it jl1 II I j I; j II II i� II I it II j Path of wiring thru - -- ---- - J -box and holes In 2"x4" I II i � of I 3/4" Steel mounting plate welded to 2" x 4'steel frame. Finished grade a U Z 0 in 3'- 0" Dia. FRONT VIEW AND FOUNDATION SECTION GMEN BOARD @DRIVE-THRU --- 41uminlum base skirt with recessed -enter and 118" aluminium base bac Primary electrical Inside UL conduit to menu board. 3/4" Diameter x 24" long anchor rod uvith 3/4' nuts and fender washers. (A325 Anchor Rods - 4 ea.) 3) # 3 Ties y3Ties 12"oc (6) 95 verticals Jc _L 6 318" 13' 61318" r� ro I F A BACK 150 VIEW SCALE : N.T.5 :ONDUIT FROM HOTO CONTROL TWITCH TO MAIN UNCTION BOX ZMOUNTIN HOLE 25 3/4" v BASE PLATE DETAIL N Starbucks Coffee, Menu Board and Foundation Standardized design @ 140 mph per Asce7-05 - installation only Wind Load per ASCE 7-05; Occupancy Category II; Importance factor = 1 V = 140 mph (FIg.6-1); Exposure C. Gust Factor, G = 0.85 (Sec. 6.5.8.1) F = q,,GC,A„,„ (Sec. 6.5.14) Note: Menu board and cover are prefabricated by Starbucks Supports: (2) 4"x 2"x 3/16" steel tubing (A500B); FL = 46 ksi x 0.66 = 30.36 ksl hip < 15'; K,, = 0.85 (Table 27.3-1); (K„ = 1.0; K, not applicable) q„ = 0.00256 x 0.85 x (140)' = 42.65 psf Cabinet: B = 8.104; s = 4.083'; A,,,, = 8.104'x 4.083'= 33.1 sf; h, = 6.08' h,, = 4.02'; B/s = 2; s/h" = 0.67; C, = 1.62 (Figure 29.4-1) F = 42.65 x .85 x 1 62 x 33.1 = 1.944 k# (kips) Base: b=2.17;s=2.0';A_=2.17x2.0=4.33sf hL, = 1,0'; B/s = 1.1: s/hp = 0.33: C. = 1.79 FLp" = 42.65 x 0.85 x 1.79 x 4.33 = 0.281 k# F,",p, = 1.944 k# + 0.281 k# = 2.225 k# h",pp„ = (1.944 x 4.02) + (0.281 x 1 0) 12.225 = 3 64' Check 4" x 2" x 3/16" steel tubes (Reference only): S_ = (2.225 / 2)k# x 3.64'x 12 / 30.36 = 1.60 in' 4"x 2"x 3116" tube, Sx, = 1.83 in' > 1.60 in' - OK Anchor rods: (2)'/.r"A325 threaded rods per side @4.0" c/c M = 2.225k# x 3.64'x 12 = 97.19 kpi (kip -in) Per rod (2 per side @ 4.0" c/c), P = 97 19 kpi / (2 x 4") = 12.15k# A325 rods; P,, =17.67k# > 12.15k# - OK; 21' embedment - OK steel mounting plate - OK 21" embedment - OK, Shear in anchor rods is negligible Augured foundation in sand: Unconstrained at surface B = 3' dia.; D = 5'-0": F = 2.225k#: h = 3 64' Soil, sand at 0.300ksf/f (Table 1806.2)( Sec. 1806.3.4) S, = 0.3 x 5.0 x 0.33 x 1.33 = 0.6585 k#/sf (Sec. 1806.2)(Sec 1806.1) D = 0.5A{1 + [1 + (4.36h / A)]`); (FBC 1819.7.2.1) A = 2.34F/S,b = (2.34 x 2.225) / (0.6585 x 3.0) = 2.636 D = (0.5 x. 2.636){1 + [1 + (4.36 x 3.64 / 2.636]''') (Sec. 1819.7.2.1) Valls 120101C Total Ak1P5 9 Cecuds 1 Visihle Discunnects I I I All rnatcr;ls and tastene15 meet 3004 t 2. AI electn,al components are UL fisted Brid aoprvvcd. 3 Slan grovndcd according io NEC ECD 7 4 Si.11 Toriirlaclur'a and lisled NEC 600 3 ano m.v cd per t1EC 600.4 .5 All branch circ[nls Der NEC 1,00 5(B,1 I ci (0) 2 bin 6 All Signs evntiullLd Ly vhvleLel' u' e cluck per FOC £Ota 505 2 3 ' Line wsitic 20 ami: dacc-nttt per sigo per urcr.r; per NEC EOO.E(A( I Dr_ = 1.318 (1 + 2.65) = 4.81'< 5.0' depth OK Code Provisions for Sign Installation Make foundations: 3' dia x 5'-0" deep Code Edition: 2010 Florida Building Code Use 20500 psi, 28 day concrete (approx. 1.4 cy concrete) Place rebar as shown Wind Load per ASCE 7-10, Augured foundation in clay: Unconstrained at surface (FBC sections 1609.1.1 & 1620) B = 3' dia.; D = 5-10" (5.83'); F = 2.225k#; h = 3.64' Exposure C Soil, clay at 0.200ksf/f (Table 1819 6, sec. 1806.3 1) Risk Category II S, = 0.2 x 5.83 x 0.33 x 1.33 = 0.5119 k#/sf; Wind Speed, V,,= 140 mph (Fig 1609A) D = 0.5A{1 + [1 + (4.36h / A)]"`); (FBC 1819.7.2.1) unconstrained A = 2.34F/S,b = (2.34 x 2.225) / (0.5119 x 3 0) = 3.390 ENGINEER INFORMATION D = (0.5 x 3.390) f + [1 + (4.36 x 3.64 / 3.390]1'2) (Sec. 1819.7.2.1) NAME: Theodore M MCAnlls. RE D,•.p = 1'.695 0 + 2 383 = 5.74' < 5 83' depth OK Make foundations: 3' dia x 5'-10" deep ADDRESS: No Box 14724 North Palm Beach. Florida 33408 Use 2,500 psi, 28 day concrete (approx. 1.6 cy concrete) E -Mail: ted.mcanlls@hotmail.com Place rebar as shown LICENSE No. 19239 Mv o� MOO= 0 • oo - DMnFL ?! ooe or �IIt71V IMl7D�ISTIRfBS CORPORATE HEADQUARTERS 1077 Wast J16C Heron Md.. Rnierd BudLh. FLA 33.104 Phc-r (5611553-61,59,(800)7724932 Fax (56'.)66.34294 NORTHEAST DIVISION 70% Commerce Or Concord, NC YF025 PRan' 1704)765.3843 www.atiassignindustries.us This design? engineer ng Is to remain Alias S gn Industries exclusive propaMy until aparoved and accepted lhru purchase by client named in drawing No par[ of design and or specifications may be duplicated wl[noul written a[dhon2a,lor: rAtlas Sian Industries 'C)Ccpvngh12013 Drawing No. 00000.0 -DET Sheet No. MENU BOARD Date --- -_-- 00/0012013 Path V- _- FL I City 1 Site# PM Drawn By B. Hodge SUNDERWRITERS LABORATORIES INC. LISTED 04( 'l i As witnessed by my seal, I certify that the sign structure and foundation meets or exceeds the requirements of the 2010 FBC Wind Speed, Vvnm 140 mph �\\ i j, oI a CIO I I 3'- 0" Dia. FRONT VIEW AND FOUNDATION SECTION GMEN BOARD @DRIVE-THRU --- 41uminlum base skirt with recessed -enter and 118" aluminium base bac Primary electrical Inside UL conduit to menu board. 3/4" Diameter x 24" long anchor rod uvith 3/4' nuts and fender washers. (A325 Anchor Rods - 4 ea.) 3) # 3 Ties y3Ties 12"oc (6) 95 verticals Jc _L 6 318" 13' 61318" r� ro I F A BACK 150 VIEW SCALE : N.T.5 :ONDUIT FROM HOTO CONTROL TWITCH TO MAIN UNCTION BOX ZMOUNTIN HOLE 25 3/4" v BASE PLATE DETAIL N Starbucks Coffee, Menu Board and Foundation Standardized design @ 140 mph per Asce7-05 - installation only Wind Load per ASCE 7-05; Occupancy Category II; Importance factor = 1 V = 140 mph (FIg.6-1); Exposure C. Gust Factor, G = 0.85 (Sec. 6.5.8.1) F = q,,GC,A„,„ (Sec. 6.5.14) Note: Menu board and cover are prefabricated by Starbucks Supports: (2) 4"x 2"x 3/16" steel tubing (A500B); FL = 46 ksi x 0.66 = 30.36 ksl hip < 15'; K,, = 0.85 (Table 27.3-1); (K„ = 1.0; K, not applicable) q„ = 0.00256 x 0.85 x (140)' = 42.65 psf Cabinet: B = 8.104; s = 4.083'; A,,,, = 8.104'x 4.083'= 33.1 sf; h, = 6.08' h,, = 4.02'; B/s = 2; s/h" = 0.67; C, = 1.62 (Figure 29.4-1) F = 42.65 x .85 x 1 62 x 33.1 = 1.944 k# (kips) Base: b=2.17;s=2.0';A_=2.17x2.0=4.33sf hL, = 1,0'; B/s = 1.1: s/hp = 0.33: C. = 1.79 FLp" = 42.65 x 0.85 x 1.79 x 4.33 = 0.281 k# F,",p, = 1.944 k# + 0.281 k# = 2.225 k# h",pp„ = (1.944 x 4.02) + (0.281 x 1 0) 12.225 = 3 64' Check 4" x 2" x 3/16" steel tubes (Reference only): S_ = (2.225 / 2)k# x 3.64'x 12 / 30.36 = 1.60 in' 4"x 2"x 3116" tube, Sx, = 1.83 in' > 1.60 in' - OK Anchor rods: (2)'/.r"A325 threaded rods per side @4.0" c/c M = 2.225k# x 3.64'x 12 = 97.19 kpi (kip -in) Per rod (2 per side @ 4.0" c/c), P = 97 19 kpi / (2 x 4") = 12.15k# A325 rods; P,, =17.67k# > 12.15k# - OK; 21' embedment - OK steel mounting plate - OK 21" embedment - OK, Shear in anchor rods is negligible Augured foundation in sand: Unconstrained at surface B = 3' dia.; D = 5'-0": F = 2.225k#: h = 3 64' Soil, sand at 0.300ksf/f (Table 1806.2)( Sec. 1806.3.4) S, = 0.3 x 5.0 x 0.33 x 1.33 = 0.6585 k#/sf (Sec. 1806.2)(Sec 1806.1) D = 0.5A{1 + [1 + (4.36h / A)]`); (FBC 1819.7.2.1) A = 2.34F/S,b = (2.34 x 2.225) / (0.6585 x 3.0) = 2.636 D = (0.5 x. 2.636){1 + [1 + (4.36 x 3.64 / 2.636]''') (Sec. 1819.7.2.1) Valls 120101C Total Ak1P5 9 Cecuds 1 Visihle Discunnects I I I All rnatcr;ls and tastene15 meet 3004 t 2. AI electn,al components are UL fisted Brid aoprvvcd. 3 Slan grovndcd according io NEC ECD 7 4 Si.11 Toriirlaclur'a and lisled NEC 600 3 ano m.v cd per t1EC 600.4 .5 All branch circ[nls Der NEC 1,00 5(B,1 I ci (0) 2 bin 6 All Signs evntiullLd Ly vhvleLel' u' e cluck per FOC £Ota 505 2 3 ' Line wsitic 20 ami: dacc-nttt per sigo per urcr.r; per NEC EOO.E(A( I Dr_ = 1.318 (1 + 2.65) = 4.81'< 5.0' depth OK Code Provisions for Sign Installation Make foundations: 3' dia x 5'-0" deep Code Edition: 2010 Florida Building Code Use 20500 psi, 28 day concrete (approx. 1.4 cy concrete) Place rebar as shown Wind Load per ASCE 7-10, Augured foundation in clay: Unconstrained at surface (FBC sections 1609.1.1 & 1620) B = 3' dia.; D = 5-10" (5.83'); F = 2.225k#; h = 3.64' Exposure C Soil, clay at 0.200ksf/f (Table 1819 6, sec. 1806.3 1) Risk Category II S, = 0.2 x 5.83 x 0.33 x 1.33 = 0.5119 k#/sf; Wind Speed, V,,= 140 mph (Fig 1609A) D = 0.5A{1 + [1 + (4.36h / A)]"`); (FBC 1819.7.2.1) unconstrained A = 2.34F/S,b = (2.34 x 2.225) / (0.5119 x 3 0) = 3.390 ENGINEER INFORMATION D = (0.5 x 3.390) f + [1 + (4.36 x 3.64 / 3.390]1'2) (Sec. 1819.7.2.1) NAME: Theodore M MCAnlls. RE D,•.p = 1'.695 0 + 2 383 = 5.74' < 5 83' depth OK Make foundations: 3' dia x 5'-10" deep ADDRESS: No Box 14724 North Palm Beach. Florida 33408 Use 2,500 psi, 28 day concrete (approx. 1.6 cy concrete) E -Mail: ted.mcanlls@hotmail.com Place rebar as shown LICENSE No. 19239 Mv o� MOO= 0 • oo - DMnFL ?! ooe or �IIt71V IMl7D�ISTIRfBS CORPORATE HEADQUARTERS 1077 Wast J16C Heron Md.. Rnierd BudLh. FLA 33.104 Phc-r (5611553-61,59,(800)7724932 Fax (56'.)66.34294 NORTHEAST DIVISION 70% Commerce Or Concord, NC YF025 PRan' 1704)765.3843 www.atiassignindustries.us This design? engineer ng Is to remain Alias S gn Industries exclusive propaMy until aparoved and accepted lhru purchase by client named in drawing No par[ of design and or specifications may be duplicated wl[noul written a[dhon2a,lor: rAtlas Sian Industries 'C)Ccpvngh12013 Drawing No. 00000.0 -DET Sheet No. MENU BOARD Date --- -_-- 00/0012013 Path V- _- FL I City 1 Site# PM Drawn By B. Hodge SUNDERWRITERS LABORATORIES INC. LISTED 04( 'l i As witnessed by my seal, I certify that the sign structure and foundation meets or exceeds the requirements of the 2010 FBC Wind Speed, Vvnm 140 mph Preview Menu will use existing footing ti 35 7/8' 26" 5 3/4" LED light tubes Primary electrical inside Ili UL conduit to menu board. ILI 1" x 8 5/8" x 25 3/4" Steel r "!L-1 - - mounting plate welded to ? j steel tubes. 3/4" Anchor bolts withI 18" embedment. (4) 1 10 5i;8'I Req'd. I Leveling nuts I I I (4) Req'd I I i Proposed below grade concrete foundation. _ #3 Rebar both ways - as shown I I� Starb cks #00000 - Add'ress City, FL 8" 14" Wit, I 120VAC Tial AN,PS 3 Cucuns 1 V15,tle DISCO CIS 1 1" Dia. mounting13" 6 3/8" 1 All ma:cna:s and lasrencrs must 300.1 : 1101e5. \ 2 All elecbi nt d icroren:e are e_ 600 and approved. 3 Slgn grounded accoN!r�' in NEC 6C0 7 3" % 3" % .1875'- 1 - 4 Signs nianulaclured and listed NEC EDO 3 arid -ai,ed per llLC 600 = Steel supports. _._ _ - _ ._ 5 All branch uin•uils per NEC LOO 5(8; 1 101 2 - I C Ali SnIm cerlrcllLd ty phulucell or lune Llai pur FOC N1050523 - - - - 7 One visible 20 amp dlscunnucr per s:gn oer cnun per '? NEC 6000(A.)1 4" x 4" x 25" Steel -- � - - - � - -- _--- - gussets. -..--- - -- -- -I - - -i L11 25 3/4' MOUNTING PLATE (PLAN) Starbucks Coffee, Pre -Menu Board & Foundation Standardized design @ V = 140 mph per ASCIE7-05; Installation only Wind Load per ASCE 7-05; Occupancy Category II; Importance factor = 1 V = 140 mph (Fig.6-1); Exposure C: Gust Factor, G = 0.85 (Sec. 6.5.8.1) F = q„GCAs,a" (Sec. 6.5.14) Note: Pre -menu cabinet & cover are prefabricated by Starbucks Cabinet & base: B = 4.08' (cab); = 2.01' (base); h" = 6.09 he, < 15'; K,, = 0.85 (Table 27.3-1); (K,, = 1.0; K„ not applicable) N qr. = .00256 x 0.85 x (136)2 = 42.65 psf Equiv "B": h, = 6.09'; (2.99 x 4.08) + (2.17 x 2.01) / 6.09 = 2.72' A = 2.72' x 6.09' = 16.56 sf; h,, = 3.04 + (0.05 x 6.09) = 3.34' (ground sign) (Fig. 29.4-1) Bills = 2.72 / 6.09 = 0.45; s/h, = 1.0; C, = 1.57 (Fig. 29.4-1) F = 42.65 psf x 0.85 x 1.57 x 16.56 sf = 0.943k# (kips) (Sec. 29.4-1) Check 3" x 3" support tubes (2) (Reference only) A500B steel tube; Fb = 46 ksi x .66 = 30.36 ksi S.�, = (0.943k# / 2) x 3.34'x 12 / 30.36 ksi = 0.62 in' (per column) 3" x 3" x .1875" tubes: S = 1.73 in' > 0.62 in' - CCK Anchor rods: (2) threaded 3/8" steel rods per side @ 4.0" c/c M = 0.943k# x 3.34'x 12 = 37.795 kpi (kip -in) P per anchor = 37.79 kpi / (4" x 2) = 4.72k# per anchor %" A325 rods; PA = 13.4k# per rod > 4.72k# - OK %"steel mounting plate - OK 18" embedment - OK; Shear in anchor rods is negligible 1 Slade foundation in sand: I D = 37" (3.08'); Width, W, =F (2.63h,u + 2.35D) / D -S, S, = 0.3 ksf/f; (Table 1819.6, sec. 1806.7) S, = 0.3 x 3.08 x 0.33 x 1.33 = 0.406 ksf; F = 0.9430; h,, = 3.34' W = 0.943(2.63 x 3.34 + 2.35 x 3.0) / (9.49 x 0.406) = 3.9' (48") Make foundation 48" x 14" x 37" deep in sand i I (Approx . 0.53 c.y. concrete); Place rebar as shown i Slade foundation in clay: D = 3'-7" (3.58'); Width, W; =F (2.63h,, + 2.35D) / D2S, Sh = 0.2 ksf/f; (Table 1819 6, sec. 1806.7) t - S, = 0.2 x 3.58 x 0.33 x 1.33 = 0.314 ksf; F=0.942k#; h„ = 3.34' -'� W = 0.943(2.63 x 3.34 + 2.35 x 3.5) / (12.82 x 0.314) = 4.0' (48") Make foundation 48" x 14" x 43" deep in clay (Approx . 0.62 c.y concrete); Place rebar as shown Code Provisions for Sign Installation - - I!I 12014 A.0 120 mmp Code Edition: 2010 Florida Building Code ENGINEER INFORMATION ovvirrh. Wind Load per ASCE 7-10, NAME: Theodore M McAnlls. P.E. ' (FBC sections 1609.1.1 & 1620) ADDRESS: P.O. Box 14724 Exposure C North Palm Beach, Florida 33408 Risk Category 11 E -Mail: ted.mcanlls r@hotmall com `':,•!^i `= f t•' Wind Speed, VULT= 140 mph (Fig 1609A) LICENSE No. 19239 SION INDUSTRIES CORPORATE HEADQUARTERS 1077 Wcst 811 u ;crow Blvd. RIVlcra Beach. FLA 33404 Phonr (561!861-66S9/(800)112.7932 Fat (SS1)5634294 NORTHEAST DIVISION 707 Cummen.c or C2"cL N• NC W.25 Phrn- Ir04)/8b-31731 f80n;/!2-%".:+2 F'u (1041/Fb.3843 www.atlassigninclustries.us Trus design! engineer ng is to remain Atlas Sign Industries exclusive property until approved and accepted thru ,lurchase by client named an dra.Mng. No part of design and or spe.ificatlons may be duplicated wlthuut vrlten authonzavon of Atlas Sign !ndustrlFs. iC Cupviphr 2013 Drawing No. _ 00000.0 -DET Sheet No. PRE -MENU BOARD Date -- 00100/2013 Path FL I City I Site# Drawn By �- B. Hodge SULUNDERWRITERS LABORAfOR1ES INC. p� USIEa As witnessed by my seal, I certify that the sign structure and foundation meets or exceeds the requirements of the 2010 FBC Wind Speed, VdLra 140 mph 3/8"o—o) 3/8" typ 3/8" typ. 'l—, _ 0Eli 1 UL label \—O Weather proof disconnect switch Side View with sealing boot Scale 1" = V -O" 5._T'o5n� j -3 3/4', 3'-13 1/2"oon—) 3/,4" _11-1 5/8";3171-.) --11 3/8`,-:--; tl: Painted Black to match RAL 7021 (satin finish) oFront View Scale 1" = V-0" 1/2",,,.., wide neoprene gasket around inside perimeter of filler U!wl I GE MiniMax 7100k LED's P. Vertical Cross Section View Typical Weather-proof--" GE GEPS1 2-60 •%9 Scale 3/41' = V-011 =iL;U[1111dLL Switch power supply with sealing boot Hingable wilb continuous piano hinge Service Posillion- Section View Typ. Scale 1 1/2" = V-0" a Copy, Chevrons to be routed out of aluminum face and backed with 125",,, translucent polycarbonate- white 3 7/8" 3 7/8" 31/2" 3 1/2" 1 3/8"mr. dia. grade 5 bolt with nut, flat & \ i lock washers C�l 61 16 jl A L Installation Details- Section View Typ, Framed Wall Scale 1 1/2" = 1'-0" DT fliuminatOad Arrow Series Flush Mounted -R - 62in 1575mm 1a3 112" 1 3/8"typ o 3/8" typ. Applied 3M vinyl - White #3650-10 Aft Side View %W Scale: 1" = 1'-0" CO i?� C�l ( ) Single faced backlit illuminated drive thru wall mounted cabinet signs. Fabricate and install: Qi Cabinet to be fabricated from 090"(2mnli aluminum, painted Black to 125`j3-1 match RAL 7021 M(satin finish), with Applied 3M vinyl- White #3650 - aluminum 10 end caps. back -0 3/8,,;Ic_dia. Hilti HLC-HX sleeve anchor with 1 1/4" 1321-1 embedment T. Installation Details- Section View Typ. - Brick Wall Scale 1 112" = 1'-0" Arrow Graphics and "DRIVE THRU" copy to be routed out of aluminum face and backed with 125"(31 Otranslucent polycarbonate - White. Note: all polycarbonate elements to be attached to back of aluminum faces with welded studs. Cabinet to be welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in assembly of internal components shall be coated to prevent corrosion. Internal structure shall be constructed as per approved shop drawings. (D Graphic elements are internally illuminated using GE Tetra MiniMax 7100k LED system or Starbucks approved equal. Led's to be mounted sign back with self contained power supply. All electrical components are removable for service. Attach flush to wall. Anchor fasteners as required for existing wall structure. Support structure be constructed as per approved shop drawings and shall be integral to the sign cabinet. QSign must meet all regulations in the National Electric Sign Code as well as any local or state codes As per NEC 600 6 sign is equipt with a service disconnect switch Sign must be listed as an Electrical Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL, CUL, or GSA relevant certification marks. Primary power by electrical contractor per NEC. a,-) '00 's OT Illuminated Arrow Series Flush Mounted-RH - 62in 1575mm #XXXXX Size Sq.,Ft. Sg.yptt; Amlp� 621'11175Tfi7..31_ _L .679 J120 0.85 a , a 0 31 0- 3/8" typ i T10 N 0r I I I 3/8" typ. O UL label O Weather proof disconnect switch Side View with sealing boot Scale 1" = 1'-0" 3/8 1'-15/8"(247":1„ 3/4" T-61/2`oce%._, F cc _ DR.IVE ■ lli n 0 Painted Black to match - "Copy, Chevrons to be routed RAL 7021 (satin finish) (J out of aluminum face and backed with 125"p„; translucent polycarbonate- white Front View Scale 1" = 1'-0" ?-O 1/2"113,x, wide neoprene - ° gasket around inside _ — I perimeter of filler IA -7 ¢:'s j �. ``. °1-c_..�' t GE MiniMax 7100k LED's Vertical Cross Section View TVpical Weather proof t GE GEPS12-60 Scale 3/4" = V-0" disconnect switch power supply with sealing boot I -! C3 Hingable with continuous piano hinge 711 iN !47 Service Service Position- Section View Typ. .. Scale 1 1/2" = 1'-0" . 3 7x18" . N ��i o it i'`•. �� Installation Details- Section View Typ.- Framed Wall Scale 1 1/2" = V-0" 3/8",:c , dia. grade 5 bolt with nut, flat & lock washers OT Muminat d Arrow Series Flush Mounted -LH - 13"Z n V 57 m 3 3/4" 3 112" ar8" typ10, d ) Single faced backlit illuminated drive thru wall mounted cabinet signs. Applied 3M vinyl- Fabricate and install: White #3650-10 t Cabinet to be fabricated from .090"(2mm) aluminum, painted Black to 1251';3x„ match RAL 7021 M(satin finish), with Applied 3M vinyl- White #3650 - aluminum 10 end caps. o back (� Arrow Graphics and "DRIVE THRU" copy to be routed out of aluminum face and backed with 125"p,,,r. translucent polycarbonate - 3/8" typ White. Note: all polycarbonate elements to be attached to back of aluminum faces with welded studs. Cabinet to be welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in A&% Side View assembly of internal components shall be coated to prevent Scale. 1" = 1'-0" corrosion. Internal structure shall be constructed as per approved shop drawings. Q Graphic elements are internally illuminated using GE Tetra MiniMax 7100k LED system or Starbucks approved equal. Led's to be mounted sign back with self contained power supply. All electrical components are removable for service. (� Attach flush to wall. Anchor fasteners as required for existing wall structure. Support structure be constructed as per approved shop drawings and shall be integral to the sign cabinet. QSign must meet all regulations in the National Electric Sign Code as well as any local or state codes. As per NEC 600.6 sign is egwpt with a service disconnect switch. Sign must be listed as an Electrical Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL, CUL, or CSA relevant certification marks. Primary power by electrical contractor per NEC 3 7!8" ' $p � 3 1/2"-, - - ��i -0 3/8",,-__.; dia. Hilti HLC-HX sleeve anchor with 11/4" ", embedment N Installation Details- Section View Typ. - Brick Wall Scale 1 1/2" = 1'-0" DT Illuminated Arrow Series Flush Mounted -LH - 62in 1575mm #XXXXX t 1 Volts1 62" (1575mm) 7.31 — If - _679 120 1 0.85 JEXX X 4E islon, 1D 0,,X, 6' 1152mm1 halo41t logo is first surface vmy! film to match PMS 3425 on 316' 11Omm1 #1328 while polycarbonate for push-thru Street Side View Front Elevation View Store Side View Rear Elevation View Weatherproof disconnect switch with scaling boot Vertical Cross -Section View. Typ. GE GEPS12-60 power supply orequal - GE Tetra MInlMax LEDs *or Sterbucle approved equal I access screws n box Hingeable face (one side only) Service Position View Cover opening for electrical 6" 1152mm �- 1 112'ruamml die. hole for elac7dcal conduit }- I/ I E (� 7/8' 122mml dia hole for 3/4' 119mm1 anchor bolts Section View at Anchor Detail (base cover removed for clarity) Sign Specifications: Cabinet: • Fabricated .090" [2mm] aluminum housing painted black to match - RAL 7021 with white end caps as shown. • Directional copy and chevrons backed up with 125" 13mml #7328 white polycarbonate. Siren logo is 6" [152mm] diameter, 318" [comm] #7328 white polycarbonate routed to push thru aluminum face. Decorate logo with 1st surface computer cut vinyl film to match PMS 3425. Edges of push thrl logo are to be polished. All polycarbonate face elements to be attached to aluminum face panel with weld studs. • Interior aluminum surfaces of sign cabinet to be painted white with Lacryl Starbrite. Welded aluminum construction with no visible fasteners Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in the assembly of Internal components shall be coated to prevent corrosion. • Internal structure of cabinet shall be per approved shop drawings. • Graphic elements are Internally illuminated using GE Tetra MiniMax LED system or Starbucks approved equal. LED's to be mounted on an internal baffle with self-contained power supply. All electrical components are removable for service. Support: • Suppoding structure will be all welded aluminum tube and channel construction painted black to match RAL 7021 as per approved shop drawings and shall be Integral to the sign cabinet. • Base tube will be constructed so that it can be retro-fttable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. Regulatory: • Sign must meet all regulations In the National Electric Code as well as any local or state electrical codes. • As per NEC 600.6, sign is equipped with a service disconnect switch • Sign must be listed as an Electric Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL, CUL or CSA relevant cedificetion marks. • Primary power by electrical contractor per NEC. P. O °UL, These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which Is the owner of the copyright In this work. They shall not be reproduced (In whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. This drawing Is a Design Development Document Site specific modifications made under the responsible charge of the Architect and/or Engineer -of -Record will be required prior to using this document for Bidding: Permitting, or Construction. Size 8iq� Ft.' kirips 46" (7t68mm) 1.51 1 9.90 120 i 0.85 1 Figured as illummated center part 2=lgured as complete signage Starbucks does not manufacture the item(s) drawn or specified. Incorporation of design item is to be coordinated with item supplier and Architect and/or Engineer -of -Record. Manufacturer's name and contact Information clearly visible on finished Item. All items manufactured to final engineering specifications, provided by Architect of Record. 3/8' CLEAR POLYCARBONATE FOR PUSH-THRU HALO -LIT LOGO (POLISHED EDGES). IST SURFACE GREEN VINYL LOGO TO MATCH PMS 3425. VINYL TO EXTEND TO EDGE OF POLY FACE. 2ND SURFACE APPLIED WHITE DIFFUSER .090' ALUM. FACES PeIWTgn Tel MATrlI STREET VIEW ELEVATION STORE VIEW .OW' ALUM. TOP d BOTTOM FILLER PAINTED TO MATCH RAL 1021 BLACK PAINT TO MATCH RAL 1021 BLACK PAINT WHITE PAINT TO MATCH RAL 1021 BLACK .090' ALUM. FILLER PAINTED BLACK a WHITE AS SHOWN NOTES: I. Design is based on 90 mph 3 second Cust design wind speed per 15C 2006. ategory l I, Exposure C. 2. Support members sha I I be free from defects. Aluminum shapes shall be extruded from 6061-T6 alloy. Aluminum plate shall be fabricated from 5052-HI4 alloy. Aluminum sheet shall be fabricated from 3003-HI4 alloy. 3. Structural fasteners shall be zinc coated A301 unless otherwise noted. 4. Aluminum welds shall be made with 4000 series filler bg persons qualified in accordance with AIDS standards within the past two years. 5. This design is prototypical and should not be used for site specific applications unless reviewed and deemed suitable for use at that site bg a competent Professional Engineer. ALL EXPOSED FASTENER HEADS SHALL BE PAINTED TO MATCH THE EXTERIOR CABINET FINISH i'I ��afL �= Gia �. _ : ❑H.h/7• .�� 11 11/2'x3/4'xl/8' ALUM. TUBE DSO' ALUM. FILLER B 0.125' 01328 WHITE POLYCARBONATE 010 ALUM. WELD STUD W/ NYLON LOCKNUT 8 WASHER HINGED FACE TUBE TO 1 TUBE, TYP. � V-7 CS 3x1b0 ALUM. CHANNEL 0.090'x3/4'x3/4'xl' LONG FABRICATED ALUM. ANGLE WELD TO FACE % FLAT HEAD COUNTERSUNK THREAD ROLLING SCREW, TYP. M, ® .125"xl'x3/4' FABRICATED ALUM. ANGLE. WELD TO TUBE ® BOTTOM AND CHANNEL o TOP. (4) REQ'D B 1' LONG AND (2) REQ'D s 2' LONG FABRICATED JUNCTION BOX W/ LIQUID -TIGHT RIGID CONDUIT 2'x4'x3/16' ALUM. BASE TUBE TUBE TO I/8' CHANNEL, TYP. l 0.M0'x3/4'x3/4'xl' LONG FABRICATED ALUM. ANGLE WELD TO FACE 08 FLAT HEAD COUNTERSUNK THREAD ROLLING SCREW, TYP. 30' LONG PIANO HINGE, ADHERE TO FILLER a FACE W/ LORD 0400/19 STRUCTURAL ADHESIVE (CENTER ON FILLER) 5' .090' ALUM. FILLER —i ----------------------- C5 r' W�ppppp_ �. . • c; :a i cptm �= Gia �. _ : ❑H.h/7• .�� 11 11/2'x3/4'xl/8' ALUM. TUBE DSO' ALUM. FILLER B 0.125' 01328 WHITE POLYCARBONATE 010 ALUM. WELD STUD W/ NYLON LOCKNUT 8 WASHER HINGED FACE TUBE TO 1 TUBE, TYP. � V-7 CS 3x1b0 ALUM. CHANNEL 0.090'x3/4'x3/4'xl' LONG FABRICATED ALUM. ANGLE WELD TO FACE % FLAT HEAD COUNTERSUNK THREAD ROLLING SCREW, TYP. M, ® .125"xl'x3/4' FABRICATED ALUM. ANGLE. WELD TO TUBE ® BOTTOM AND CHANNEL o TOP. (4) REQ'D B 1' LONG AND (2) REQ'D s 2' LONG FABRICATED JUNCTION BOX W/ LIQUID -TIGHT RIGID CONDUIT 2'x4'x3/16' ALUM. BASE TUBE TUBE TO I/8' CHANNEL, TYP. l 0.M0'x3/4'x3/4'xl' LONG FABRICATED ALUM. ANGLE WELD TO FACE 08 FLAT HEAD COUNTERSUNK THREAD ROLLING SCREW, TYP. 30' LONG PIANO HINGE, ADHERE TO FILLER a FACE W/ LORD 0400/19 STRUCTURAL ADHESIVE (CENTER ON FILLER) 5' .090' ALUM. FILLER J I I II I I I I I I I I I1001 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I SECTION A -A 1/4' FLAT HEAD COUNTERSUNK SCREW W/ RIVET -NUT, TYP. 11/2'x3/4'x1/8' ALUM. TUBE 11/2'x3/4'x1/8' ALUM. TUBE, NOTCH TO CLEAR CHANNEL® 0.090' ALUM. FACE WELD TO FILLER 2'xl/2'xl/8' ALUM. CHANNEL WELD TO TUBE 0.125' 01328 WHITE POLYCARBONATE '10 ALUM. WELD STUD W/ NYLON LOCKNUT 8 WASHER (BEYOND) 1/8' TUBE TO 11/8CHANNEL, TYP. 2'x2'xl/8' ALUM. TUBE CS 3460 ALUM. CHANNEL NOTCH FOR 2'x2' TUBE ----------------------- J I I II I I I I I I I I I1001 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I SECTION A -A 1/4' FLAT HEAD COUNTERSUNK SCREW W/ RIVET -NUT, TYP. 11/2'x3/4'x1/8' ALUM. TUBE 11/2'x3/4'x1/8' ALUM. TUBE, NOTCH TO CLEAR CHANNEL® 0.090' ALUM. FACE WELD TO FILLER 2'xl/2'xl/8' ALUM. CHANNEL WELD TO TUBE 0.125' 01328 WHITE POLYCARBONATE '10 ALUM. WELD STUD W/ NYLON LOCKNUT 8 WASHER (BEYOND) 1/8' TUBE TO 11/8CHANNEL, TYP. 2'x2'xl/8' ALUM. TUBE CS 3460 ALUM. CHANNEL NOTCH FOR 2'x2' TUBE ®1/32' MAX DW' ALUM. FACE WELD TO FILLER I I/2'x3/4'xl/8' ALUM. TUBE 3/8' CLEAR POLYCARBONATE FOR PUSH-THRU HALO -LIT LOGO (POLISHED EDGES) I - E J�mma 5 15/16' 1/4' ® 11/2'x3/4'x1/8' ALUM. TUBE, II/SIN /TUBE TO /8' CHANNEL NOTCH TO CLEAR CHANNEL-, 7 "Qw KJ/T A.0' ? Al LVIV.Z FABRICATED ALUM. ANGLE WELD TO FACE JL7 xi "/4- rAOKI(.AIZV ALU'(. A\%sLt.— WELD TO TUBE a BOTTOM AND CHANNEL a TOP. (4) REQ'D @ 1' LONG AND (2) REQ'D is 2' LONG 2' -l' POLYCARBONATE FACE TO FLUSH WITH OUTSIDE EDGE OF END FILLER ON CHEVRON END ONLY, END FILLER TO BE NOTCHED AROULD POLY FACE LEAVING FACE EDGE EXPOSED ON END VIEW 0.125' 01328 WHITE POLYCARBONATE ® SECTION B -B (VIN v- ®1 1/2'x3/4'xl/8' ALUM. TUBE A t I/f0..4LAl..tiel WELD TO TUBE FABRICATED (HEMMED OR EQUIV) DOUBLE THICKNESS END FILLER AT CHEVRON CUT ONLY TYP-/ MO ALUM. WELD STUD W/ NYLON LOCKNUT 4 WASHER-,, OW' ALUM. HINGED FACE MAW Al i M r-er-P .090' ALUM. \-CS 3x1b0 ALUM. CHANNEL HINGED FACE NOTCH FOR 2'x2' TUBE 10 In COVER OPENING WITH 0.050' ALUMINUM PLATE. COVER 15 TO BE SEALED WITH NEOPRENE GASKET. ATTACH W/ (4) No FLAT HEAD CS THD ROLLING SCREWS 51/0, ®® EXPOSED LIQUID -TIGHT 5 3/4' RIGID CONDUIT a CONDUIT CONNECTOR PAINT BLACK TO MATCH ALUMINUM CHANNEL I I I I i o I I I I I I I I REMOVE TOP WALL OF TORSION TUBE AT THIS LOCATION ONLY LEAVING PULL BOX AND ANCHOR BOLTS ACCESSIBLE 5 3/4' CS 3x1b0 J0OW'ALUM END PLATES TYP. 11!2' DIA. HOLE \-1/8'01A. HOLE FOR ALUM. CHANNEL WELD CONT. TO TUBE WALLS ®® SECTION D -D FOR ELECT. ENTRANCE EXISTING 3/4' ANCHORS (COVER PLATE FMIOVED FOR CLARITY) CS 3x1b0 CONDUIT CONNECTOR LIQUID -TIGHT RIGID CONDUIT TO FABRICATED PULL BOX 1 TYPICAL LIQUID -TIGHT RIGID CONDUIT s CONDUIT CONNECTOR "' ''x3/16' ALUM. 6 TUBE. TOP WALL IOVED AS INDICATED 2'x4'x3/16' ALUM. BASE TUBE SECTION THRU PULL BOX ALUM. CHANNELVOW' ALUMINUM SHEET CNC ROUTED 3N ALUM. CHANNEL COVER OPENING WITH 0090' ALUMINUM FACE PLATE AND END PANELS TO COVER. COVER IS TO BE SEALED _ _ _ _ RECESS INTO AND WELD TO ALUM. WITH NEOPRENE GASKET. ATTACH W/CHANNEL 01450' ALUM END PLATES (4) % FLAT HEAD CS THD ROLLING SCREWSF-7 WELD CONT. TO CHANNEL EXPOSED LIQUID -TIGHT RIGID CONDUIT d CONDUIT CONNECTOR PAINT BLACK TO MATCH ALUMINUM CHANNEL 08 FLAT HEAD COUNTERSUNK THREAD ROLLING SCREW, TYP. J EXPOSED LIQUID -TIGHT RIGID CONDUIT 8 CONDUIT CONNECTOR PAINT BLACK TO MATCH ALUMINUM CHANNEL JUNCTION BOX CONSTRUCTION DETAIL (COVER PLATE FW IOVED FOR CLARITY) --------------------------- li II II II II CS 3xIb0 ALUM. CHANNEL 0063' ALUM. END CAP WELD TO BASE COVER 0.125' ALUM. END CAP WELD TO BASE TUBE II I II I -- -- ---�---------- ---LL--- -- DIA. HOLE FOR 2'x4'x3/16' ALUM. EXISTING 3/4' ANCHORS BASE TUBE ®® BASE COVER ELEVATION JUNCTION BOX TOP VIEW N L 4 1/4' 2 ATTACH COVER PLATE TO FACE PLATE WITH (4) % FLAT HEAD CS THREAD ROLL ING SCREWS SEALED COVER PLATE OVER CNC ROUTED FACE PLATE. WELD FACE PLATE TO CHANNEL ATTACH COVER PLATE TO FACE PLATE WITH (4) % FLAT HEAD CS THREAD ROLLING SCREWS SEALED COVER PLATE OVER CNC ROUTED FACE PLATE. WELD FACE PLATE TO CHANNEL ® TYPICAL SECTION 0063' ALUM. BASE COVER 2'x4'x3/16' ALUM. BASE TUBE A ATTACH POWER SUPPLY W/ (2) 1/4-20x1' LONG MACHINE BOLTS, HEX NUTS AND LOCK WASHERS GE 'IGEP6I2-60 LED 2'xl/2'xl/8' ALUM. CHANNEL POWER SUPPLY a 026A--\ E --I \WELD TO TUBE DISCONNECT SWITCH W/ SEALING BOOT LIQUID -TIGHT RIGID CONDUIT FROM JUNCTION BOX E ®® ELECTRICAL ELEVATION i ®® GRAPHIC LAYOUTS 0.125' ALUM. LED PANEL - FABRICATE IN (2) HALVES. ATTACH TO ANGLE CLIPS W/ 08 THD ROLLING SCREWS GE TETRA MINIMAX AGEMMII-1 I10M WHITE LED (26 REQ'D PER SIDE) ONLY STARBUCKS APPROVED EQUAL TO BE USED FOR SUBSTITUTION .125"xl'x3/4' FABRICATED ALUM. ANGLE. WELD TO TUBE 9 BOTTOM AND CHANNEL Q TOP. (4) REQ'D 5 1' LONG AND (2) REQ'D g 2' LONG 08 PAN HEAD TWO ROLLING SCREW, TYP. ELECTRICAL REQUIREMENTS: LED: (52) GE TETRA MINIMAX 0GEMM11-1 1100K WHITE (26 EACH SIDE) POWER SUPPLY: (1) GE *GEPS12-60 ® 0,85A TOTAL LOAD: 0B5A 9 120VAC CIRCUITS: (1) 20 AMP REQUIRED 13/140 _C Nt C SECTION E -E IST SURFACE GREEN VINYL LOGO TO MATCH PMS -3425 EXTEND TO EDGE OF LOGO FACE .090 ALUM FAC PANE 2ND SURFACE WHITE DIFFUSER FILM. EXTEND TO EDGE OF FLANGES 3/8' CLEAR POLY- CARBONATE LOGO FACE WITH POLISHED EDGES LOGO DECORATION DETAIL ,5, Er I I I I --- - --- -- I I r-- - - - - - - -- -, .--, r - - - - -- '` ', ;' - - - - --- - - - - -- , �- - - -- i i ----- -- - o 0 0 0 O,O O o 0 000 I I D_p0 o d0/O °'O� O "'C'c00: I I O I I j l l OOOo 000° l II r-------' 000° 000° ---- OOOo QOOo I I II 00 0 I I 1 1 ___ i___ --------- r-� r-, r__ __ __ i i 00 O ° -------------- II II o000 0000 ® � I I I I I 1 I I I I I I I I I I I I I I I I ------- I -----II I I 1 DISCONNECT SWITCH W/ SEALING BOOT LIQUID -TIGHT RIGID CONDUIT FROM JUNCTION BOX E ®® ELECTRICAL ELEVATION i ®® GRAPHIC LAYOUTS 0.125' ALUM. LED PANEL - FABRICATE IN (2) HALVES. ATTACH TO ANGLE CLIPS W/ 08 THD ROLLING SCREWS GE TETRA MINIMAX AGEMMII-1 I10M WHITE LED (26 REQ'D PER SIDE) ONLY STARBUCKS APPROVED EQUAL TO BE USED FOR SUBSTITUTION .125"xl'x3/4' FABRICATED ALUM. ANGLE. WELD TO TUBE 9 BOTTOM AND CHANNEL Q TOP. (4) REQ'D 5 1' LONG AND (2) REQ'D g 2' LONG 08 PAN HEAD TWO ROLLING SCREW, TYP. ELECTRICAL REQUIREMENTS: LED: (52) GE TETRA MINIMAX 0GEMM11-1 1100K WHITE (26 EACH SIDE) POWER SUPPLY: (1) GE *GEPS12-60 ® 0,85A TOTAL LOAD: 0B5A 9 120VAC CIRCUITS: (1) 20 AMP REQUIRED 13/140 _C Nt C SECTION E -E IST SURFACE GREEN VINYL LOGO TO MATCH PMS -3425 EXTEND TO EDGE OF LOGO FACE .090 ALUM FAC PANE 2ND SURFACE WHITE DIFFUSER FILM. EXTEND TO EDGE OF FLANGES 3/8' CLEAR POLY- CARBONATE LOGO FACE WITH POLISHED EDGES LOGO DECORATION DETAIL ,5, City of Bremerton Department of Community Development PERMIT NUMBER: BB14 00764 DATE ISSUED: 05/01/2015 ' 345 - 6th Street, Ste. 600, Bremerton W.4 98337 (360) 473-5275 Fax: (360) 473-5278 SITE ADDRESS: 3933 KITSAP WA1 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC Name Phone Address Access Code APPLICANT: EXPEDITE THE DIEHL 804-859-7618 6529 HEMMINGFORD DR T6TMO-QLPRN CANAL WINCHESTER, OH 43110 OWNER: D & R FAMILY LLC 12150 SE 16TH PL 4RIVR-TRCCF BELLEVUE WA CONTRACTOR: - ICON INDENTITY SOLUTIONS INC 847-364-2250 1418 ELMHURST RD 8WX8X-V852N ELK GROVE VILLAGE, IL60007 LENDER: SUBMITTED: 11/13/2014 APPROVED: 11/17/2014 EXPIRATION: 08/12/2015 STATUS: ISSUED VALUATION: $250.00 Sign Permit STARBUCKS KITSAP WAY - MONUMENT SIGN STARBUCKS KITSAP WAY - MONUMENT SIGN Building Permit $2600 Building Code Edition: Plan Review Fee $1690 Occupancy Group: State Surcharge $450 Type of Construction: TOTAL FEES: $47.40 Flood 'Lone: Setbacks: //// (F/L/RT/R/O)`� V Sanitation Method: Number of Bedrooms: Inspection Requests: FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections: (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&1: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 'I his permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are imide Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can substantiate to the City of Bremerton that the concealed work meets or exceeds code requirements Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction I hereby certify that 1 have read and examined this permit and know the same to be true and correct All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction If I isting the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967 All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy SIGNATURE OF OWNER OR AGENT:Cn�� D PRINTED NAME: �� , x;r� 6 J�l"�Pbb��/1/A DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by Mountjoy, Margret on 05/01/2015 11 42 AM Page I o(2 EBRE RTON City of Bremerton Department of Community Development PERMIT NUMBER: BB14 00764 DATE ISSUED: 05/01/2015 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 3933 KITSAP WAl (360)473-5275 Fax: (360) 473-5278 I (DCD-47) DCD: Remspection Fee- All approved plans, the printed building permit, and the permit inspection placard, are required to be r^'` on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted In addition, a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted 2 (DCD-50) Final Inspection Required All building permits shall have a final inspection performed and approved by the City of �1Nli Bremerton Department of Community Development prior to permit expiration The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity 3 (LU 12) Signs must comply with BMC 20.52 A separate permit is required for any additional signs.U� 4 (LU 19) Freestanding signs shall not block visibility pursuant to BMC 20 52 070. The base of the sign shall have a landscaped island '�vL equal to or greater than the area of the sign pursuant to BMC 20 52 090(e) Landscaping needs to be installed prior to Final inspection of sign permit ****Please note that your Certificate of Occupancy and Business License may not be issued until sign permit obtains Final in away(LU25) Signs may be illuminated directly, indirectly, or internally, provided the lighting is directed away from other land uses, and away from on -coining traffic. 6 (DCD-91) Call before you dig Calling 811, two business days before you begin digging, will alert utilities to come out and mark THEIR buried Iines from the street to your house For FRED MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and he sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Inspection Description FOUNDATION - FOOT Foundation Footings, Property lines shall be properly identified ELECTRICAL FINAL L&I - Electrical Final Inspection FINAL - BUILDING Final Inspection - Building FINAL - SIGN Final inspection for free-standing sign after landscaping complete Qty Fixture Type FIXTURE LIST Qty Fixture Type Printed by Mountjoy, Margret on 05/01/2015 1142 AM Page 2 of 2 BUILDING PERMIT INSPECTION CARD Building Plumbing 3933 KITSAP WAY STARBUCKS KITSAP WAY - MONUMENT SIGN Mechanical Alarm/Sprinkler This Placard must be posted on or near building and the Permit &"Approved" plans must be at the site. Permit # BB 14 00764 Call the followina Aaencv Teleohone Numbers for inspections: Building Department Inspections: (360) 73-5870 Water - Public Works: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 Kitsap Public Health: (360) 337-5235 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 415.4000 - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection APP DATE Notes Foundation Footings, Property lines shall be properly identified G�10 L&I - Electrical Final Inspection L Final Inspection - Building Final inspection for free-standing sign after landscaping complete �F V1 p - (Z l FINAL BUILIDING (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUTKU1LUINU DEVAKrlvllN N! ArrKvvAL Page I of I 00 -7(o CONEVMCUL Building hermit Application Department of Community .Qevetonrment - 345 - 6th Street, Suiae 600 - Bremerton, WA 98W -10$v c (360) 473-5275 `? FFaalx (360) 473,527$ * www.ci.bremerton.wa us � Fl. Ow erorittzarsFtrC iaTi2d: Business Name: Site Address: G To apply for a property Address, conte blit Works at (360) 473.5270 CONTRACTOR: [:] OWNER:- 11 G G Address: 5 Address: a Valuation: $250. C' ,State, Zi : Ci ,State, Zip:6. ( License # & Exp. Date: Phone #: Contact Name: Authorized Agent Name:—T/5 ContactPhone k Address: imil Email address: { , Stale, Zi Tax ID/Parcel #: Phone k (WV) 1-/3/10 ❑ Sewer ❑ Septic Email address: W 3 ! My, "--i-a— NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK COMMERCIAL REMODEL TENANT IMPROVEMENT WITHOUT WORK [� COMMERCIAL ADDITION W SIGN Ileo 1--, cc M"sry- 51 C/- (),1 [� COMMERCIAL REPAIR GRADING (Cubic Yards: } ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION _ Interior ` Exterior— Foundation Wall-- Roof / Section— *' Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demo/dion permit iswance. ❑ OTHER: IS THIS PROPERTY WITHIN 200 FEET OF Ap SHORELINE? _I YESj� NO ,jgk Sgop of work proposed: S>f Pal S G�.terr r�A'G& I6'a 1--, '0/i7 r.. nn —/- 'lit Square Footage: Building: Construction Type: Valuation Pian Review Fee Permit Fee Surcharge Total Fees Valuation: $250. a� 00 ( IV -7 Application for which no perm;t is issued Mhln 180 days following the date of application shall expire by iimRation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the app,' t have prevented action from being taken. No applicant shall be extended more than once. in order to renew action on an application after piration, the appl hall resubmit plans and pay anew plan review fee. A07iciffits Sign r Dat '--77j`��------- --- 9 10 0i c LAWN Mc x 0. La _ „r n F , Rev. July 2008 ,y of L/,91�{ d0 -004 I"I, CENrFER MMERCIAL 1 Permit Application L%N Qt N)"i%3-5275 * Fax (360) 473-5278 * www.c1.bremerton.wa.us Applicant: ❑ Owner ® Contractor © Authorized Agent Business Name: Site Address. -� To apply for a property Address, contactIPublic Works at (360) 473-5270 " Mor1 u, m2nt Si 111 CONTRACTOR:OWNER: /9-/ /V L t G Address: SG Address: City, State, Zip: V Ci , State, Zi : License # & Exp: Date: Phone #: Contact Name: Authorized Agent Name: �l[ Contact Phone #: Address: ' Email address: - , State, ZiAliv'114v Tax ID/Parcel #: Phone #: (,5�d) ❑ Sewer ❑ Septic 11=mnil address: What is the application for? (Please check) ❑ New Construction ® Alteration ❑ Addition ❑ NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK COMMERCIAL REMODEL TENANT IMPROVEMENT WITHOUT WORK ❑COMMERCIAL ADDITION X WSIGN R (acCe�vl9n� ,J/C�n� ❑ COMMERCIAL REPAIR GRADING (Cubic Yards: ) ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION _ Interior _ Exterior*" _ Foundation Wall** _ Roof / Section— " Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped pnor to demolition permit issuance. ❑ OTHER - IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? _D YES❑ No � Scope of work proposed J �� P(ans CGt IT D,Yi (4i n 0 4)/A it C ✓ /' it r !/9 d7 / � 4M - . yio T,- In Pb.- el Square Footage: Building: Construction Type: Valuation Plan Review Fee Permit Fee Surcharge Total Fees Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applic t have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after piration, the applic hall resubmit plans and pay a new plan review fee. Ica Ys SignTw6 SignDat Rev. July 2008 Margret Mountjoy From: Jenny Hedlund <jhedlund@iconid.com> Sent: Friday, May 01, 2015 7:09 AM To: Margret Mountjoy Subject: RE: Receipt for Starbucks Margret - the project is scheduled to begin on Tuesday, May 26. 1 will need the permit extended. I will see about getting an ICON representative out to City Hall by May 15. Let me know if you need any further information. Thanks! Jenny -----Original Message ----- From: Margret Mountjoy [ma iIto: Margret. Mountioy@ci.bremerton.wa.us] Sent: Wednesday, April 29, 2015 11:43 AM To: Jenny Hedlund Subject: FW: Receipt for Starbucks Good morning, The 3 permits for Starbucks on Kitsap Way in Bremerton Expire tomorrow April 30, 2015. To avoid having to reapply for these permits we need to have the contractor or an authorized agent come into our office by May 15 2015. Could you please let me know the status of this? Also if you need to have the permit extending due to unforeseen circumstances please let me know. Thank you Respectfully, Margret Mountjoy City of Bremerton Building Development Specialist. 360- 473-5211 -----Original Message ----- From: Margret Mountjoy Sent: Thursday, April 16, 2015 1:36 PM To: 'Jenny Hedlund' Subject: Receipt for Starbucks Good afternoon, Thank you for your payment. I've attached your receipt for permits BB14 00766, BB14 00765 and BB14 00764. Margret Mountjoy From: Tracey - Expedite The Diehl <tracey@expeditethediehl.com> Sent: Tuesday, November 04, 2014 5:10 PM To: Margret Mountjoy Subject: RE: Starbucks sign permit Thank you, I will arrange for the fees to be sent. I will also be the point of contact. When the permits are ready I will have the local installer pick them up. Best Regards, Tracey Diehl Owner 6529 Hemmingford Dr. Canal Winchester, OH 43110 Office 804/859.7618 Office 614/828.8215 Fax 206/350.1097 Web expeditethediehl.com CONFIDENTIALITY NOTICE: The information contained in this communication may be confidential, and is intended only for the use of the recipient(s) named above. You are hereby notified that any dissemination, distribution, or copying of this communication, or any of it's contents, to any other party, is strictly prohibited. If you have received this communication in error, please return it to the sender immediately and delete the original message and any copy of it from your computer system. If you have any questions concerning this message, please contact sender. P Please consider the environment before printing this e-mail -----Original Message ----- From: Margret Mountjoy [mailto:Margret.Mountioy(@ci.bremerton.wa.us) Sent: Tuesday, November 04, 2014 4:30 PM To: 'Tracey - Expedite The Diehl' Subject: RE: Starbucks sign permit Good afternoon Tracy, The plan review fees for the 3 Starbuck sign permits is as follows: BB14 00766 $30.55 BB14 00765 $66.30 BB14 00764 $16.90 For a total of $113.75 Once we receive payment for the plan review fee, the permits will routed for approval. When the plans are approved. Who will we be contacting for final payment and to pick up the approved plans?? Respectfully, Margret Mountjoy City of Bremerton Building Development Specialist. 360- 473-5211 -----Original Message ----- From: Tracey - Expedite The Diehl [mailto:tracev@expeditethediehl.com] Sent: Tuesday, November 04, 2014 3:43 AM To: Margret Mountjoy Subject: RE: Starbucks sign permit Margret, As you've requested please find the applications attached. If you need anything else please let me know. Best Regards, Tracey Diehl Owner 6529 Hemmingford Dr. Canal Winchester, OH 43110 Office 804/859.7618 Office 614/828.8215 Fax 206/350.1097 Web expeditethediehl.com CONFIDENTIALITY NOTICE: The information contained in this communication may be confidential, and is intended only for the use of the recipient(s) named above. You are hereby notified that any dissemination, distribution, or copying of this communication, or any of it's contents, to any other party, is strictly prohibited. If you have received this communication in error, please return it to the sender immediately and delete the original message and any copy of it from your computer system. If you have any questions concerning this message, please contact sender. P Please consider the environment before printing this e-mail -----Original Message ----- From: Margret Mountjoy [ma iIto: Margret. Mountioy@ci.bremerton.wa.us] Sent: Friday, October 31, 20141:46 PM To: 'tracey@expeditethediehl.com' Subject: Starbucks sign permit Hello Tracey, We received your permit for the signs at Starbucks on Wheaton Way in Bremerton. However with the different types and location of signs we actually need 3 separate Permits. 1. Monument Sign 2. New digital order screen with post on footing and new old style 5 panel menu on existing footing 3. all of the signs on the building can be on one permit. If you could please change the scope of work on each permit to reflect this change. I've attached 3 permits. You can return these to me via email. Also on each permit we need a valuation. Cost of materials and labor only, no mark up or tax. If you have any questions please call our office. Thank you Respectfully, Margret Mountjoy City of Bremerton Building Development Specialist. 360- 473-5211 Expedite The Diehl October 22, 2014 City of Bremerton' Sign Permits R;'$ `�'" ��! 3456 1h Street Suite 600 OCT 2 9 ?014 , ; �✓ Bremerton WA 98337 4. � To Whom It May Concern: Ci of Bremerton, DCD � Enclosed you will find plans pertaining to the sign project located at Starbucks located 3933 Kitsap Way. If you need fees or additional drawings please email me. Starbucks would like to: Replace the existing Drive Thru directional Wall Signs (2) Install 3 ground sign directionals Install replacement clearance bar Replace Preview Menu Board with existing footer Replace 5 Panel Menu Board using existing footer Install Digital Menu Replace tenant panel in existing multi tenant ground sign See plans attached for details Please email me for the fees, I will have a check sent in right away. Expedite The Diehl (ETD) has been hired to process the permit application(s) that are enclosed. ETD is the point of contact for any information regarding the enclosed application(s). ETD will facilitate communication with the contractor, the owner and/or responsible parties. ETD will provide any fees necessary and shipping labels if needed to mail issued permit(s). If you require any additional information please call Tracey at ETD. Please do not contact anyone else as the client(s) has contracted ETD to handle the procurement of said permit(s). We thank you in advance for your cooperation. ETD can be reached at 804.859.7618 or by email at Tracey@ExpediteTheDiehi.com for anything at all that you may need regarding this project. Sincerely, Tracey D Permit Manager Enclosures: Sign Permit Application 2 sets of plans 6529 Hemmingiord Drive, Canal Winchester, Ohio 431109 804.859.7618 Store Number: 16935 Store Name: Kitsap Way & National Submitted by: Tanasha Harden s vendor: AGIs f Area Number:A008 Address: 3933 Kitsap Way ' I Survey Date: July 29, 2014 .. l Store Hours: Mon -Fn 4:30am - 9:00 pm, Sun: 5:00am- 8 30 prn Jurisdiction: Bremerton, WA Bldg Permits: 2-3 Week I Drive Thru Hours: Same Sign Permits: 2-3 Week Elec Permits: 2-3 Week I Escalation(s) and Reasoning Y There is no canopy due to the limited space in the order zone, a free standing digital order screen with j 5 panel me rd I s .e issuance or granting of a ermlS 1 nJ�}?8�y o;��l't�R. � 9 9 P shall not be construed to be a permit for, or an approval a of, any violation of the provisions of the International I Codes or any other ordinance of the City of Bremerton. I _, _ __ Pzrmjts �re�tnp t��jve augri to violate or cancel Schedule rdmances of the City of Bremerton shall not be valid. (IBC 105 & IRC 105.4) Description Qty STD/OPT Existing -Marking -Removal 1 STD Directional-Ent ry-w/logo 2 STD Directional -Exit 1 STD Clearance Bar 1 STD PreMenu-Freestanding-Old 1 STD 5 -Panel -Menu -Wall Mount -Old 1 STD Digital Order Screen 1 STD DOS -Base -Freestanding 1 STD Bollard -Cover 3 STD Bollard -New 1 STD On Building Directional Sign, RH-62" 1 STD On Building Directional Sign, LH -62" 1 STD Footing-ClP-s 1 STD Footing -Bolt -Pattern -New 1 STD Footing -Remove -Large 1 STD Conduit -25-S 1 STD HME-Repl-Sawcut-Loop 1 STD Fujitsu -SOW 1 STD Double Chevrons 1 STD PRIOR TO PERFORMING MUST COMPLY WITH ALL WASHINGTON _QZ,, , �"_ fir Store # 16935 site information�°` 3933 Kitsap Way, Bremerton, WA the elevations east elevation west elevation Store # 16935 3933 Kitsap Way, Bremerton, WA 2 nom..+h -1-. ,-4.:-- the 4.: - the elevations Store # 16935 3933 Kitsap Way, Bremerton, WA the multi -tenant sign Store #16935 3933 Kitsap Way, Bremerton, WA 0 Square sign format This laycln best sorted fnr a square preservation where the rain o' height:o Ir.nTr.h is lass than I t and up !a 1.1 5 1.. hf- L E- . . ^I Horizontal sign format This layout burst suited for a short horizon•al presenia+.ion whore the ratio o' height to length is heev:cen 1 16 and 13 Ed r THRUL.j Horizontal sign format This layout bes! sidled for a homontal presemahon where'hc ratio n' height to Icng;h is between 12 1 and 1 4 A F&A )R THRU OHorizontal sign format This layout hest suited for a long honzorral preserann where rhe rare of beight ro lengh is 15 or greater 9 �i y W 1 F.rrG JE. 0000 Bacldit illuminated sign faces with vinyl graphics. Manufacture and Install. 0 Sign 'aces to be.. cu! -our of translucent 177 nolyearbonate.- whl7e © Background is opaque.. 3M Scotchcal Vinyl- Durannduc #3630-69 applied first sur'ace •wnh "TM'. "DRIVE TIIRU' copy and circle reversed ou-�o whore © Evolved loan is background is lranslurcor 3M Sro-chcal Vinyl- 11011y Breen #363D-76 appliedforst surface Mulli-tenant pylon signage Format standards- Drive thru locations Note All dnnenslons are for visual openings only the legend ® New Directional Signs: (3) D/F Entry Double Chevron + Datum Point Car Stack Information: 4 Cars 67 feet long Primary Entrance Secondary .mss �,Pa proposed DT products Face A Face B Clearance Bar J New ! Old -Style i Preview Menu I Board D Digital j Order Screen O New Old -Style 5 -Panel Menu - Board ® I II Entrance O I Face A Face B Store # 16935 C the proposed site 3933 Kitsap Way, Bremerton, WA New Clearance Bar New Old -Style Preview Menu Board ONew Digital Order Screen ® New Old -Style 5 -Panel Menu Board 0 Bollard -cover (3) Q Bollard -new (1) Q Multi -tenant Sign (1) New Wall Directional (1 RH 62, 1 LH 62) See elevations pages Exit Double Chevron Entry Double Chevron + Datum Point Car Stack Information: 4 Cars 67 feet long Primary Entrance Secondary .mss �,Pa proposed DT products Face A Face B Clearance Bar J New ! Old -Style i Preview Menu I Board D Digital j Order Screen O New Old -Style 5 -Panel Menu - Board ® I II Entrance O I Face A Face B Store # 16935 C the proposed site 3933 Kitsap Way, Bremerton, WA 2'-6" . ......... EXISTING Order 7' Post Footing NEW Old -Style 5-Panel _vv u" NEW Menu Board on Existing Footing Bollard C"I F1 EXISTING G C B 0 Bollard Footing Z0 0 NEW Digital DATUM POINT Order Screen !,32 7 A 12 ....... Scale: 1/2" = V-0" Solution 8, Custom Option (1) New Digital Order Screen with Post (1) New Old -Style 5 -Panel Menu Board at 70 • New Digital Order Screen with Poston new footing • New Old -Style 5 -Panel Menu on existing footing at 7' • New Bollard placed to protect Order Screen • Relocate Vehicle Detection Loop Before After Store # 16935 the order zone 3933 Kitsap Way, Bremerton, WA design f landlord notes / follow ups • None land lord/facolitses notes Store# 16935 3933 Kitsap Way, Bremerton, WA the legend All products listed below are EXISTING ® Existing Directional Signs: (3) D/F Clearance Bar (1) O Speaker Post (1) dW Preview Menu Board (1) ® 5 -Panel Menu Board Freestanding (1) ® D7 Awning (1) Wall Disc (3) 0 Multi -tenant Sign (1) • Existing Bollards (4) + Datum Point notes Car Stack Information: 4 Cars 67 feet long 0 the existing site _ a — T�� I I I I ) 7 —II �Fdri IIII ------------- II � I j Ili I •Y: hl Secondary Entrance Primary Entrance Store # 16935 3,933 Kitsap Way, Bremerton, WA 8 n � t F r \ r _ r ih, %vt4` vyio..w'�s t[.�+. .. s ; +F 3`� I �_ . +F _ -~ _ •4 t , r � r r 7 1 - � J�-•�.r,. r �fr+rwr L=-^ _ 777 µ 1 ; _ f C R y V77 r' r � 1 Approach to Primary Entrance Primary Entrance Approach to Drive-Thru Entrance the primary customer journey Store # 16935 3933 Kitsap Way, Bremerton, WA Approach to Secondary Entrance Secondary Entrance I - LZ -i:l �-Mw -A� L Approach to Drive-Thru Entrance 7 the secondary journey Parking Lot Drive-Thru Entrance Store # 16935 3933 Kitsap Way, Bremerton, WA Drive-Thru Entrance Approach to Order Zone Order Zone Approach to Pick -Up Window Pick -Up Window Drive-Thru Exit the drive thru lane journey Store # 16935 3933 Kitsap Way, Bremerton, WA 12 �— --261/4' E66.7cm] -7 ' cmi VAL HOLES /0') �� 5k'4' [, #1 - %4" STEEL BASE PLATE w/ 18deg OVAL HOLES #2 - 6X10.5 STEEL CHANNEL 141/2• ° -1 1 4' C10.2cr] (611)(2"X116") BACK TO BACK DOUBLE POST _ 136.8cr] I ; Ds SWIVEL i!#5 _ , 14' #3 - 3/16 WELDED STEEL MONITOR MOUNT 19° 135.6cn] =J� - - PATTERN IN PLATES ADJUSTABLE 3%all UP, 2Y4" DOWN, 1%-' O -C NUTS & BOLTS ---- _-_-- -- __ WELD #4 -WELDED ALUMINUM BASE COVER F- — ------ -- ----- _ _ L_ _ 13• [33.ocr1] - WELDED ALUMINUM ELECTRIC ENCLOSURE #z 25�' C65.4cr] #6 - 8 BASE WASHERS, 1/a" THICK 23'4' [60.3cn] 19' [46.3cm] (NUTS & BOLTS BY OTHERS) 63/' [42.5cr1] `14116 BY OTHERS — — - - -W-- - - — - - TOTAL FRONT TO BACK 125.4cmi /, Fr' B. f— 1 — - — - -- - — C 10.2c m] o l I O° I I I o 0 o I I o I ° #3 447/6' I I 1112.9cm] I I GT DJUST ± I I ID FOR MONITOR 1 I CPRI BOLT (4x) I I I I 2•x9„ 41' C104.1cM'] CURB TO MOND I I 62 '4' []R [ 3N ] CENTERLINE I C159,4cr1] I� SLOT rn II I MAIN POST0 I 1 tltltl I I ° ° I j 63314" 1 — ONDUIT E161.9cr,] I I III BY OTHERS 15.7cm II i +i i 31- 036' 1022.2 m3 SPEAKE 011/2• [03B.1nr,] I HOLES IN TOP PLATE I I j L ---` — i i r -- --- BY OTHERS (2 WALLS) 14%' 1 I 05 EXTERIOR 15 1 0%, 1016 omm] »1 - - J #4 137.1am] 145/x' I 141/g• TOGGLE SWITCH j I 1 THRU FRONT, 137.1cm] u 135.9cr] I DIRECT TO SPEAKER ENCLOSURE METAL AC —1 DIVIDER ' EI0.5cm) %'12.2cM] OFF CENT 6' CURB REAR VIEW 115.2cn] STREET-, #6 SHOWING ENCLOSURE WELDED STEEL & ALUMINUM FINISH TO HOLD STARUCKS RAL7021 BLACK GREY, 10% SHEEN, EXT. 114239 ORDER LIGHTBOX (not ncluded)TOR or APPROVED oz/oa/1.a I4Uou J Kid; �r✓' . 42 IF .- .. - .- . 1•.Y•'. ! � '4' , -r 4 ^� ` _ iT . ,�� '._ _ r--� �Jpt r./�,., "�. "•'. `J.,'�', F' -I ... - 1 -'l:..4 . -.... . .ter >''� ,•� .�^ .� I �-+�� Yom, y^_� /�� _ .. �..r, l,_,�j''��'�" `'y��!-yrgb i/•a' F'J� . Y � / r n ^' - _ - ., - ,• — - -- ------ �� ;� rel: < . r � - - '•� �� - .. 1::' � � ( �'� -P. . .. _ ( ��< lir";^.._�--\;•_,,, • _ - �. 1 n: • _ _ _ - i' 't �'•," -j.�.+ ,.!`:� 9'-D" t27:3mm1 NOT= Clearance bar heigh! may require adjustment to accommodate curb and/or foundation height, Manufacturer 10 provide (2) 2''6" 1762mm1 cable lengths for such adjustment — Front Elevation View 5-6' 11-76..,; — -- 3'-7" 11as2mmJ CV� 3"176mm; Riiaht Side View painted to march PMS 369 green Front View (a) Placard - Graphic DetailsR) Copy, chevrons and striping / to be 3M #680-10 whfto r Scotchlite reflocirve vinyl film 2"typ t51mm;-1—�— -2"— �— —{ �-typ.!51rmJm�J /! I B ottom View (y Placard - Graphic Details painted to match PMS 369 green 8' t203mmJ 5" f27mm; Steel push -in plug for �— l ----� 1" dia 125mm1 hole steel base pla'o (1' dia 125mm1 hole for locknutaccess) �A 3 m"x1/4' I 1 \\ 113mm x 102mm x 3mml " -- steel tube cross bar 3"x4'k+/4" - 1/4'-2016mm.2C1 SS i nylon insen locknut Z, I 1/4"-2016mm.2011ype 316 — L--�' SS smooth eye boll W:h I. shoulder painted black to match RAL 7021M- ��-�� match sample -Type 304 SS oval compression sleeve I'tl --- 3/16' dia 15mmi y type 316 SS wire rape (7x19 strand core) 3116" 15mm1 type 316 SS rl wire rope. dip 2 SS nylon insert locknu's per dip �a I I i-�-r _ -1;4•-20 fc,nm-201 type 316 SS smooth eye bol; wth �• shoulder painted black to match RAL 7021M - match sample 1/4'-2016mm-201 SS nylon insert locknut III II `� 25c5"0/16' VII i 15; mm x 127mm x 5mmj I steel rectangular �I tube placard IISI U J - Alum louvered vent for / 1" dia 125mmJ hole (1' dia 115mmlholo far lodmu: access) End Section View 8' t203mmJ 5" f27mm; 314" vii.m1 �— l ----� steel base pla'o I �A 7/8"x2 3/4500' ^ 1221nmX73mma30•lrackusccl I 1 \\ slot for 3;4" tlsmmJ anchor bolt " -- 11II 3"x4'k+/4" �. n LL _ 173mm x x Z, I ste01 lube cross bar e cro barm LI t � �i 3!16'15mmj✓ Base Plate Detail Sign Specifications: Scraper Bar: 2"x5" [51mm x 127mm] steel tube painted to match PMS 369 green. • Flush steel end caps painted to match PMS 369 green. • Copy and chevrons to be 1st surface computer out 3M #680-10 white Scotchlite reflective vinyl film • Bottom striping to be 1st surface computer cut 3M #680-10 white Scotchlite reflective vinyl film. Striping extends 3/8" pomm] onto front face. Graphics protected with vinyl overlay film 3M Scotchgard 6 mil Suspend from int protection film O m support with SS cable &8 or t hardware. Cable prow ded requires field adjustment for proper clearance height. Support: Supporting structure will be all welded steel tube construction painted black to match RAL 7021 M as per approved shop drawings. Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (In whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. This drawing is a Design Development Document. Site specific nodificatrons made under the responsible charge of the Architect Ind/or Engineer -of -Record will be required prior to using this focument for Bidding, Permitting, or Construction. (2972m m) I 2.19 Starbucks does not manufacture the Item(s) drawn or specked. Incorporation of design item is to be coordinated with item supplier and Architect and/or Engineer-of•Record. Manufacturer's name and contact information clearly visible on finished item. All items manufactured to final engineering specifications, provided by Architect r -of Record. 03/181,4 lReplacement sign to use existing footer TOP VIEW. 00000.0 -DET Sheet No, MENU BOARD Date 8'- 1 1/4" Path -^ - FL I City I Sittig PM Drawn By B. Hodge a 0' 2" ----- l 2"x4"x1/6" welded steel frame 0' - 1 1/2" o !.,' 9'- 5 1/4" U-1 1/4" 2' - 5 1/4" 0' - 1 1/4' 2' - 5 1/4" : ---; Three Ilghtboxes 7,K" - - --... - I_ � LED light tubes ��i iii c1 'l li.. I I ;i II I i I III I I II II l i I I Path of wiring thru -- - --- - - --- J-box and holes in 2"x4" ljl O 3/4" Steel mounting plate- -- - i o . v' welded to 2' x 4'steel frame. ' f I , Finishedrade - g I in i M i T- 0' Dia. i �- y FRONT VIEW AND FOUNDATION SECTION Aluminium base skirt with recessed center and 1/8" aluminium base bac \ Primary electrical inside UL conduit to menu board. 3/4" Diameter x 24" long anchor rod with 3/4" nuts and fender washers (A325 Anchor Rods - 4 ea ) (3) # 3 Ties J MENU BOARD @ DRIVE-THRU DETAIL -- -- #3 Ties 12"oc (6) #5 verticals BACK 150 VIEW SCALE: N.T.5 IJ 6 3/3" 13" 6t3/5' _ T7 LMOLIN TIN'' 0\ NOLE 25 3/4" BASE PLATE DETAIL N CCNDUiT FROM PHOTO CONTROL SWITCH TO MAIN JUNCTION BOX Starbucks Coffee, Menu Hoard and Foundation Standardized design @ 140 mph per Asce7-05 - installation only Wind Load per ASCE 7-05; Occupancy Category II; Importance factor = 1 V = 140 mph (FIg.6-1); Exposure C. Gust Factor, G = 0.85 (Sec. 6.5.8.1) F = q„GCA,,.,„ (Sec. 6.5.14) Note: Menu board and cover are prefabricated by Starbucks Supports: (2) 4"x 2"x 3/16" steel tubing (A500B); F, = 46 ksi x 0.66 = 30.36 ksi hr, < 15'; Kh = 0.85 (Table 27.3-1); (K„ = 1.0; K, not applicable) q., = 0.00256 x 0.85 x (140)'= 42.65 psf Cabinet: B = 8.104; s = 4.083; A_ = 8.104'x 4.083'= 33.1 sf,- h.. = 6.08' h,., = 4.02'; B/s = 2; s/h� = 0.67: C, = 1.62 (Figure 29.4-1) F=4265x.85x 1.62x331=1.944k#(kips) Base: B = 2.17'; s = 2.0'; A,_= 2.17 x 2.0 = 4.33 sf hL, = 1.0'; B/s = 1 1: s/h, = 0.33: C. = 1.79 F,.,,,,=42.65x085x 1.79x4.33=0.281 k# FIS,' = 1.944k# + 0.281 k# = 2.225 k# h„.,...=(1.944x4.02)+(0.281 x1.0)/2.225=3.64' Check 4" x 2" x 3/16" steel tubes (Reference only): S,,,. =-(2.225 / 2)k# x 3.64'x 12 / 30.36 = 1.60 in' 4"x 2"x 3/16" tube, Sxx = 1.83 in' > 1.60 in' - OFC Anchor rods: (2) %" A325 threaded rods per side @4.0" c/c M = 2.225k# x 3.64'x 12 = 97.19 kpi (kip -in) Per rod (2 per side @ 4 0" c/c); P = 97 19 kpi / (2 x 4") = 12.15k# '/4" A.325 rods; PA=17.67k# > 12.150 - OCC; 21' embedment - OK '/4" steel mounting plate - OFC 21" embedment - OK; Shear in anchor rods is negligible Augured foundation in sand: Unconstrained at surface B = 3' dia.; D = 5'-0"; F = 2.225k#; h = 3 64' Soil, sand at 0.300ksf/f (Table 1806.2)( Sec. 1806.3.4) S, = 0.3 x 5.0 x 0.33 x 1.33 = 0.6585 k#/sf (Sec. 1806.2)(Sec 1806.1) D = 0.5A{l + [1 + (4.36h /A)]'*); (FBC 1819.7.2.1) A = 2.34F/S,b = (2.34 x 2.225) / (0.6585 x 3.0) = 2.636 D = (0.5 x 2.636){1 + [1 + (4.36 x 3.64 / 2 6361"`1 (Sec 1819 7 2 1) Val:s 120'JAf. Tntal A61PS p ceculls1 Lhsedv Discunnecis 1 1 I. All rawer=': a�d tastuncrs muat 3004 e 2 Al electn:al cumponents are I.L listed and a3pmved 3 m Si, arr.unded areerdmg :r. NEC ECO 7. 4 scars rrcnuO:clured and lisled NEC 600 3 and inaren per NEC 60:14 5 Al. bnr.rh arcnns per NEC. bOn 5(6) I ci IB) 2 h Ali Signs wrilrullcd h/ uhotccul ur time clock pur FEC 2010 505 P. 's ene viside 20 an p dlsea. necl D-.- b191 per circnt per NEC EDO 6(A) 1 D,,, = 1.318 {1 + 2 651 = 4.81'< 5.0' depth OK Code Provisions for Sign Installailon Make foundations: 3- dia z 5'-0" deep Code Edition. 2010 Florida Building Code Use 2,500 psi, 28 day concrete (approx. 1.4 cy concrete) Place rebar as shown Wind Load per ASCE 7-10, Augured foundation in clay: Unconstrained at surface (FBC sections 1609.1.1 8t 1620) B = 3' dia.; D = 5'-10" (5.83'); F = 2.225k#; h = 3.64' Exposure C Soil, clay at 0.200ksf/f (Table 1819 6, sec. 1806.3 1) Risk Category II S, = 0.2 x 5.83 x 0.33 x 1.33 = 0.5119 k#/sf; Wind Speed, V = 140 mph (Fig 1609A D = 0.5A11 + 1 + 4.36h / A p °`T - p ( 9 ) { [ ( )] `}, (FBC 1819.7.2.1) unconstrained ENGINEER INFORMATION A=•234F/Sb=(234x2225)/ 05119 30'-3 I ( x . ) - .390 D. = (0.5 x 3.390) {1 + [1 + (4,36 x 3.64 / 3.390]"') (Sec. 1819.7.2.1) NAME: Theodore M McAnlls, RE D,,, = 1.695 {1 + 2 383 = 5.74'< 5 83' depth OK Make foundations: 3'dia x 5'-10" deep ADDRESS: P.O Box 14724 Use 2,500E psi, 28 da concrete a North Palm Beach, Florida 33408 p y (approx. 1.6 cy concrete) E -Mail: ted.mcanlisC,bhntma,l.com Place rebar as shown LICENSE No. 19239 • i 9, - -r!. a, - =1 0 lmmw- M111111W WN low� asaiv itivousTi81ES CORPORATE HEADQUARTERS IC; ]'Nest ruu Huron Blvd. R'viErd Bunch. FLA 33 - Pnom ff6'!F.63-6657; (600)!/2 102 Fax !861).563-0204 NORTHEAST DIVISION 707 Cunmvrcr er cur:ccrd, NC ; x025 Plc^^ Ir]41l9F-3 /.i,9 /!600!772-.032 Fax !,-74;!!t6-364.1 www.atlassignindustries.us This design ' engineering is to remain Atlas S'gn Industries exclusive grope1y until approved and accepted lhru purchase by client named on drawing Ng parl cl design and or speelfications may be duplicated wilnuut written authon.altor! VAllas Sion Industries 'C . c;:pvnghl 2013V Drawing No. 00000.0 -DET Sheet No, MENU BOARD Date _ 00100/2013 Path -^ - FL I City I Sittig PM Drawn By B. Hodge SUNDERWRITERS LABORATORIES INC. LLS'ED FAs itnessed by my seal, I certily that the structure and foundation meets or ds the requirements of the 2010 FBC Speed, V,,,= 140 mph 1• jPreview Menu will use existing footing ti 35 7/8' LED light tubes �I I: II I II I I I i �. _ I_. _..__..__-I_ r _ li Primary electrical inside L` !--- -- UL conduit to menu board. 1" x 8 5/8" x 25 3/4' Steel mounting plate welded to steel tubes. 3/4" Anchor bolls with 18" embedment (4) Req'd _ Leveling nuts (4) Req'd Proposed below grade concrete foundation. - #3 Rebar both ways as shown. 5 3/4' 1" Dia. mounting --- 1 13' holes 3" x 3" x .1875" - Steel supports. 4" x 4" x 25" Steel gussets I -- 25 314` PAOUNTING PLATE (PLAN) UL 127VHC 120 Fdn1t7 1 tnr00ie type Ai5uon�lcct. J iJ i'YI KiI�. Valls I i MAI; Tural AMPS 3 CIND115 1 V s31e Disconncels 1 1 All ma:era 5 and (astenurs meet 3604 1 e AS elear,sa cumpuneri s WE UL 6sad End approved 3. Sign arounced acccN'tid ir. WC 600 7 4 Signs fn'MrUln'ed .nd list -d NEC F.00 3 rid -a-kedper IIV 6U0 ' 5 Ali biwiO cugucF per US 600 S(B) I ur (B) 2 C A.I. Signs tenlydled ty ohulurel Of 11.1[ 0a4 ter BC 2010 505 2 3 7 Une visbr, 20 arfr dlscumuct ;e- sign per wuuit per r EC E006(A'• 1 Starbucks Coffee, Pre -Menu Board & Foundation Standardized design @ V = 140 mph per ASCE7-05; Installation only Wind Load per ASCE 7-05; Occupancy Category II; Importance factor = 1 V = 140 mph (Fig.6-1); Exposure C: Gust Factor. G = 0.85 (Sec. 6.5.8.1) F = q„GC,Aslan (Sec. 6.5.14) Note: Pre -menu cabinet &r cover are prefabricated by Starbucks Cabinet & base: B = 4.08' (cab); = 2.01' (base); h,, = 6.09 h„ < 15'; KI, = 0.85 (Table 27.3-1); (K�, = 1.0; Kd not applicable) q,, = .00256 x 0.85 x (136)` = 42.65 psf Equiv "B": h„ = 6.09'; (2.99 x 4.08) + (2.17 x 2.01) / 6.09 = 2.72' A = 2.72' x 6.09' = 16.56sf; h,, = 3.04 + (0.05 x 6.09) = 3.34' (ground sign) (Fig. 29.4-1) B/s = 2.72 / 6.09 = 0.45; s/h, = 1.0; C, = 1.57 (Fig. 29.4-1) F = 42.65 psf x 0.85 x 1.57 x 16.56 sf = 0.9431[# (kips) (Sec. 29.4-1) Check 3" x 3" support tubes (2) (Reference only) A500B steel tube; F6 = 46 ksi x .66 = 30.36 ksi S„, = (0.943k# / 2) x 3.34'x 12 / 30.36 ksi = 0.62 in' (per column) 3" x 3" x .1875" tubes: S = 1.73 in' > 0.62 in' - OK Anchor rods: (2) threaded 3/8" steel rods per side @ 4.0" c/c M = 0.943k# x 3.34'x 12 = 37.795 kpi (kip -in) P per anchor = 37.79 kpi / (4" x 2) = 4.72k# per anchor %" A325 rods; PA = 13.4k# per rod > 4.72k# - OK 3/4"steel mounting plate - OK 18" embedment - OK; Shear in anchor rods is negligible Blade foundation in sand: D = 37" (3.08'); Width, W, =F (2.63h,p + 2.35D) / D'S, S, = 0.3 ksf/f; (Table 1819.6, sec. 1806.7) S, = 0.3 x 3.08 x 0.33 x 1.33 = 0.406 ksf; F = 0.9430; h,., = 3.34' W a 0.943(2.63 x 3.34 + 2.35 x 3.0) / (9.49 x 0.406) = 3,9'(48") Make foundation 48" x 14" x 37" deep in sand (Approx . 0.53 c.y. concrete); Place rebar as shown Blade foundation in clay: D = 3'-7" (3.58')- Width, W, =F (2.63h,p + 2.35D) / D'S, Sb = 0.2 ksf/f; (Table 1819.6, sec. 1806.7) S, = 0.2 x 3.58 x 0.33 x 1.33 = 0.314 ksf; F=0.942k#; hr, = 3.34' W = 0.943(2.63 x 3.34 + 2.35 x 3.5) / (12.82 x 0.314) = 4.0- (48-') Make foundation 48" x 14" x 43" deep in clay (Approx . 0.62 c.y. concrete): Place rebar as shown Code Provisions for Sign Installation Code Edition: 2010 Florida Building Code ENGINEER INFORMATION Wind Load per ASCE 7-10, NAME: Theodore M MCAnlis, PE. (FBC sections 1609.1.1 & 1620) ADDRESS: PO. Box 14724 Exposure C North Palm Beach, Florida 33408 Risk Category II E -Mail: ted mcanllsCDhotmall.com Wind Speed, VDLT = 140 mph (Fig. 1609A) LICENSE No. 19239 Isom strrc m ►ntousrnius CORPORATE HEADQUARTERS 1077 Wr_t Nix' enor, Bh'd. Rrvlera Beach. FLA 3340� P'j.^.c f F1+F.F?-66531 t800j1T2 °32 Fax. i!,6';613-02,94 NORTHEAST DIVISION 707 Cusimill"LL or CVnCl.'d. NC 18025 Fhc-? rr?4'7r!6-i; 33i f600. 7l2 :032 Fu (e041eSh-3h42 www.atlassignindustries.us T'.1s design) engineenng is to renlainAtlas S gn Inoustrles Exclusive prope•ty tint I approved and accepted thru purchase by client named on drawing. No pari of design and or specifications may be duplicated wlthuut wrltlen authonzauan :)'Atlas Sigr, IndusIms tC-Cup0ghi 20 I:! Drawing No. 00000.0 -DET Sheet No. PRE -MENU BOARD Date- _ _M 0010012013 Path FL I City 1 Site# PM Drawn By B. Hodge UNDERWRITERS LABORATORIES INC. LLSr FD As witnessed by my seal, I certify that the sign structure and foundation meets or exceeds the requirements of the 2010 FBC ( Wind Speed, UUe1=140 mph 3/8" typ. 3/18" typ 5' -2"o ---i 3'-6 3/4" 1'-1 5/8",2-:,,r 3/8", "---p Weather proof disconnect switch oSide View with sealing boot Scale: 1" = 1'-0" Painted Black to match RAL 7021 (satin finish) !Ik Front View Scale 1" = 1'-0" �—®1/2"ol.1::, wide neoprene _a gasket around inside li [�.=.��:i'I'e•:, r�•�- ` -�-_f1 ter- perimeteroffiller �� I ' ... ' GE MiniMax 7100k LED's R Vertical Cross Section View Typical \fit Weather proof GE GEPS12-60 ftf Scale. 3/4" = V-0" disconnect switch power supply with sealing boot � I Hingable with p.�, continuous piano hinge A-!& Service Position- Section View Typ. VJ Scale 1 1/2" = 1'-0" 3 7/8" 00 N i uvpy, unevium, w ue iuuteu out of aluminum face and backed with 125 translucent polycarbonate- white -Q 3/8"..,,, ri dia. grade 5 bolt with nut, flat & lock washers Installation Details- Section View Typ.- Framed Wall W7 Scale. 1 1/2" = 1'-0" DT fflumin-ated Arrow Series Flush Maunt d- IH - 62in 15`7 3/8"i1E:-,,. 3/8" typ. o I' 3/8" typ A Side View Scale: 1" = 1'-0" Applied 3M vinyl - White #3650-10 ( ) Single faced backlit illuminated drive thru viall mounted cabinet signs. Fabricate and install: Cabinet to be fabricated from .090"i2min, aluminum, painted Black to 125"I3—. match RAL 7021 M(satin finish), with Applied 3M vinyl- White #3650 - aluminum 10 end caps. back 9 3/8"j,--, dia. -- Hilti HLC-HX sleeve anchor with 1 114"32111.1 embedment f: LII -J installation Details- Section View Typ. - Brick Wail Scale 1 1/2" = 1'-0" 0 Arrow Graphics and "DRIVE THRU" copy to be routed out of aluminum face and backed with 125 translucent polycarbonate - White. Note: all polycarbonate elements to be attached to back of aluminum faces with welded studs. Cabinet to be welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in assembly of internal components shall be coated to prevent corrosion. Internal structure shall be constructed as per approved shop drawings. (� Graphic elements are internally illuminated using GE Tetra I'dliniMax 7100k LED system or Starbucks approved equal. Led's to be mounted sign back with self contained power supply. All electrical components are removable for service. Attach flush to wall. Anchor fasteners as required for existing wall structure. Support structure be constructed as per approved shop drawings and shall be integral to the sign cabinet. QSign must meet all regulations in the National Electric Sign Code as well as any local or state codes As per NEC 600.6 sign is equipt with a service disconnect switch. Sign must be listed as an Electrical Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL, CUL, or CSA relevant certdication marks Primary power by electrical contractor per NEC. DT Illuminated Arrow Series Flush Mounted-RH - 62in 1575mm #XXXXX r tVolts 6E" (t575mm) 7.31 ! .679 126 i. 0.85 - ) ---- - -1— --- ---. - - � p to 3/8`0-.1 ) 3'8" typ.r J 3/8"o3 --i; V-15/8"(347..",) 13/4" 3'-61/2"4.,:w"-) 33/4" 318" typ UL label ` 0 Weather proof disconnect switch o Side View with sealing boot Scale 1` = 1'-0" IT oFront View Scale 1" = 1'-0" IVL�/- .?e Y 1. . R__ • �6:-_-A::? IL -r+-1_ Y. �4 Vertical Cross Section View Typical Scale. 3/4" = V-0" J a Hingable with I.., continuous piano hinge Service Position- Section View Typ. WY Scale 1 1/2" = 1'-0" 1/2".N,,) wide neoprene gasket around inside perimeter of filler GE MiniMax 7100k LED's Weather proof GE GEPS12-60 disconnect switch power supply with sealing boot 3�` 3 1/2" backed with 125"r3,,, translucent polycarbonate- while 13 3/8",.o:,, dia. grade 5 bolt with nut, flat & lock washers N i Installation Details- Section View Typ.- Framed Wall fil Scale 1 112" = 1'-0" Off' Illuminated Arrow Series Flush Mounted -LH - 1162in 1575mm 3/8" typ o 3/8" typ 3 Single faced backlit illuminated drive thru wall mounted cabinet signs. Applied 3M vinyl- Fabricate and install: White #3650-10 Cabinet to be fabricated from .090"12mn„ aluminum, painted Black to match RAL 7021 M(satin finish), with Applied 3M vinyl- White #3650 - aluminum back 10 end caps. Arrow Graphics and "DRIVE THRU" copy to be routed out of aluminum face and backed with 125 translucent polycarbonate - White. Note: all polycarbonate elements to be attached to back of aluminum faces with welded studs. i (3 Cabinet to be welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in A Side View assembly of internal components shall be coated to prevent Scale. 1" = V-0" corrosion. Internal structure shall be constructed as per approved shop drawings. Graphic elements are internally Illuminated using GE Tetra MiniMax 7100k LED sysiem or Starbucks approved equal. Led's to be mounted sign back with self contained power supply. All electrical components are removable for service. ( Attach flush to wall. Anchor fasteners as required for existing wall structure. Support structure be constructed as per approved shop drawings and shall be integral to the sign cabinet. 3 7,/8" ' Q 3/8".:1::,,r; dia. ;I Hilti sleeve anchor with k embedment i 'r.. N FF 1 Installation Details- Section View Typ• - Brick Wall Scale 1 1/2" = V-0" Sign roust meet all regulations in the National Electric Sign Code as well as any Iota! or state codes. As per NEC 600 6 sign Is equipt with a service disconnect switch. Sign must be listed as an Electrical Sign per Underwriters Laboratories UL48 aacvcr CSA and bear the appropriate UL, CUL, or CSA relevant certification marks. Primary power by electrical contractor per NEC DT Illuminated Arrow Series Flush Mounted -LH - 62in 1575mm #XXXXX oIfl.r o i L 62" (1575mm)..L— 7.31 .679--_ 120 I. _.._._ 0.85 -- 6' 1'52mm) halo41t logo is first surface: vinyl film - .o match PMS 3.425 on 3/11" 1lomm) #7328 vfine polycarbonate for push thru Street Side View Front Elevation View Store Side View Rear Elevation View - Junction box i Hingeable face (one side only) Vertical Cross -Section View Tvo Service Position View Cover opening for electrical •— 6" 1/2' Perrin] dice. hole for elecedcal condur, �— f� 1 _ _ :.1 a t 7/8' 122mm) dia hole for 3/4' 119mml anchor bobs Section View at Anchor Detail (base cover removed for clarity) Sign Specifications: Cabinet: • Fabricated .090" [2mm] aluminum housing painted black to match RAL 7021 with white end caps as shown Directional copy and chevrons backed up with .125" [3mm] . #7328 white polycarbonate. Siren logo is 6" [152mm] diameter, 3/8" [lomm] #7328 whlte polycarbonate routed to push thru aluminum face. Decorate logo with 1st surface computer cut vinyl film to match PMS 3425. Edges of push thru logo are to be polished. All polycarbonate face elements to be attached to aluminum face panel with weld studs. Interior aluminum surfaces of sign cabinet to be painted white with Lacryl Starbrile. Welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible All fasteners used In the assembly of internal components shall be coated to prevent corrosion. • Internal structure of cabinet shall be per approved shop drawings. • Graphic elements are internally Illuminated using GE Tetra MlniMax LED system or Starbucks approved equal. LED's to be mounted on an internal baffle with self-contained power supply. All electrical components are removable for service. Support. • Supporting structure will be all welded aluminum tube and channel construction painted black to match RAL 7021 as per approved shop drawings and shall be Integral to the sign cabinet. • Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations. existing and new must be analyzed for suitability and must meet all local city or state codes regulations. Regulatory: Sign must meet all regulations in the National Electric Code as well as any local or state electrical codes. • As per NEC 600.6, sign Is equipped with a service disconnect switch. • Sign must be listed as an Electric Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL. CUL or CSA relevant certification marks. • Primary power by electrical contractor per NEC CSPU` r UL These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the ,opyright in this work. They shall not be reproduced (in whole or in )art), shared with third patties or used in any manner on other 3rojects or extensions to this project without the prior written consent 3f Starbucks Corporation. This drawing Is a Design Development Document. Site specific modifications made under the responsible charge of the Architect ind/or Engineer -of -Record will be required prior to using this focument for Bidding, Permitting, or Construction. 46" (11611mm) ' 1.51 9.90 — 120 0.85 1 Flgured as Illuminated center pan 2 Figured as complete signage Starbucks does not manufacture the item(s) drawn or specked. Incorporation of design item is to be coordinated with item supplier and Architect and/or Engineer -of -Record. Manufacturer's name and contact information clearly visible on finished item. All items manufactured to final engineering specifications, provided by Architect of Record. _ - GE GEPS1.2-60 power supply _ orequat ,Kc=d \ ®_ - GE Tetra MlmMax LEDs *or Starbucks approvedequal Weatherproof Service access screws disconnect sW:ch with Liquid -Tight scaling boo; rigidcondui'. Junction box - Junction box i Hingeable face (one side only) Vertical Cross -Section View Tvo Service Position View Cover opening for electrical •— 6" 1/2' Perrin] dice. hole for elecedcal condur, �— f� 1 _ _ :.1 a t 7/8' 122mm) dia hole for 3/4' 119mml anchor bobs Section View at Anchor Detail (base cover removed for clarity) Sign Specifications: Cabinet: • Fabricated .090" [2mm] aluminum housing painted black to match RAL 7021 with white end caps as shown Directional copy and chevrons backed up with .125" [3mm] . #7328 white polycarbonate. Siren logo is 6" [152mm] diameter, 3/8" [lomm] #7328 whlte polycarbonate routed to push thru aluminum face. Decorate logo with 1st surface computer cut vinyl film to match PMS 3425. Edges of push thru logo are to be polished. All polycarbonate face elements to be attached to aluminum face panel with weld studs. Interior aluminum surfaces of sign cabinet to be painted white with Lacryl Starbrile. Welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible All fasteners used In the assembly of internal components shall be coated to prevent corrosion. • Internal structure of cabinet shall be per approved shop drawings. • Graphic elements are internally Illuminated using GE Tetra MlniMax LED system or Starbucks approved equal. LED's to be mounted on an internal baffle with self-contained power supply. All electrical components are removable for service. Support. • Supporting structure will be all welded aluminum tube and channel construction painted black to match RAL 7021 as per approved shop drawings and shall be Integral to the sign cabinet. • Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations. existing and new must be analyzed for suitability and must meet all local city or state codes regulations. Regulatory: Sign must meet all regulations in the National Electric Code as well as any local or state electrical codes. • As per NEC 600.6, sign Is equipped with a service disconnect switch. • Sign must be listed as an Electric Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL. CUL or CSA relevant certification marks. • Primary power by electrical contractor per NEC CSPU` r UL These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the ,opyright in this work. They shall not be reproduced (in whole or in )art), shared with third patties or used in any manner on other 3rojects or extensions to this project without the prior written consent 3f Starbucks Corporation. This drawing Is a Design Development Document. Site specific modifications made under the responsible charge of the Architect ind/or Engineer -of -Record will be required prior to using this focument for Bidding, Permitting, or Construction. 46" (11611mm) ' 1.51 9.90 — 120 0.85 1 Flgured as Illuminated center pan 2 Figured as complete signage Starbucks does not manufacture the item(s) drawn or specked. Incorporation of design item is to be coordinated with item supplier and Architect and/or Engineer -of -Record. Manufacturer's name and contact information clearly visible on finished item. All items manufactured to final engineering specifications, provided by Architect of Record. -1 4 1/4' 3/8' CLEAR POLYCARBONATE FOR PUSH-THRU HALO -LIT LOGO (POLISHED EDGES). iST SURFACE GREEN VINYL LOGO TO MATCH PMS 3425. VINYL TO EXTEND TO EDGE OF POLY FACE. 2ND SURFACE APPLIED WHITE DIFFUSER ®®® i'-5 5/8' 090' ALUM. FACES PAINTED TO MATCW ---1 41/4' STREET VIEW ELEVATION STORE VIEW OW' ALUM. TOP a BOTTOM FILLER PAINTED TO MATCH RAL 1021 BLACK PAINT TO MATCH RAL 1021 BLACK PAINT WHITE PAINT TO MATCH RAL 1021 BLACK .090' ALUM. FILLER PAINTED BLACK a WHITE AS SHOWN NOTES: L Design is based on SO mph 3 second �ust dealgn wind speed per 15C 2006. ategorg ll, Exposure C. 2. Support members shall be free from defects. Aluminum shapes shall be extruded from 6061-T6 alloy. Aluminum plate shall be fabricated from 5052-1-1I4 alloy. Aluminum sheet shall be fabricated From 3003-1-1I4 alloy. 3. Structural fasteners shall be zinc coated A301 unless otherwise noted. 4. Aluminum welds shall be made with 4000 aeries filler bg persons qualified in accordance with AWS standards within the past two years. 5. This design is prototypical and should not be used for site specific applications unless reviewed and deemed suitable for use at that site bg a competent Professional Engineer. ALL EXPOSED FASTENER HEADS SHALL BE PAINTED TO MATCH THE EXTERIOR CABINET FINISH ®® GRAPHICS ON REVERSE SIDE a, �t3f4t 1-f of the owner is strktly prohibited. I I ` T"'""" I �""" """ l cam T kE&=PT d I e7. I ,oma M/K t-'XUUu(' i iL^• I GROUND DIRECTIOML W/ MEDALLION I ® I O.OW' ALUM. FILLER WELD TO TUBE CA ®u i u ---------- I ------ I I- - -- I r- ------ I I I I I I I I II __ ------- _j ---_ II I II II 1 1/2'x3/4'xl/8' 30' LONG PIANO HINGE, ALUM. TUBE ® ADHERE TO FILLER d FACE W/ LORD 0406/19 STRUCTURAL .090' ALUM. FILLER ADHESIVE (CENTER ON FILLER) 5' I —IV 090' ALUM. FILLER 0.125' 01328 WHITE POLYCARBONATE 010 ALUM. WELD STUD W/ NYLON LOCKNUT d WASHER HINGED FACE TUBE t0 TUBE, TYP. 1IeV i A—J I ' i 0.090'x3/4'x3/4'xl' LONG 125"xl'x3/4' FABRICATED i 2'x2'xl/8' FABRICATED ALUM. ANGLE ALUM. ANGLE. WELD TO TUBE ALUM. TUBE WELD t0 FACE I a BOTTOM AND CHANNEL 0 I 08 FLAT HEAD COUNTERSUNK TOP. (4) REQ'D 6 1' LONG i THREAD ROLLING SCREW, TYP. AND (2) REQ'D 0 2' LONG FILLER 1 NON -HINGED FACE SHALL BE WELDED I TOGETHER I I I INTERIOR TO BE PAINTED LACRYL STARBRITE WHITE. I I ® .125"xl'x3/4' FABRICATED ALUM. ANGLE. 1'-5 3/16' I WELD TO TUBE ® BOTTOM AND CHANNEL ® TOP. (4) REQ'D ® 1' LONG I AND (2) REQ'D 0 2' LONG I ® I I FABRICATED JUNCTION BOX i W/ LIQUID -TIGHT RIGID CONDUIT I ALUM. H i ALUM. CHANNEL TUBE t0 1/8° CHANNEL, TYP. I I 0.090'x3/4'x3/4'xl' LONG I I ® FABRICATED ALUM. ANGLE FABRICATED JUNCTION BOX WELD TO FACE I I I W/ LIQUID -TIGHT RIGID CONDUIT I I I I I CONDUIT i 08 FLAT HEAD COUNTERSUNK CONNECTOR THREAD ROLLING SCREW, TYP.- 2'x4'x3/16' ALUM. - ------------- ----- --===–=------------ I BASE TUBE I ®ELEVATION ® 0W13 0WO=POLYTOaMEXWGEVFAtk MBB .. FAM• BABE COVER a CABINET ELECTRICAL W'9OVED FOR CLARITY I A 106/4A31 CUAPM FULL erne J.Arne era, i Fn PARI I W, I- J I I I I I � I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I SECTION A -A 1/4' FLAT HEAD COUNTERSUNK SCREW W1 RIVET -NUT, TYP. 11/2'x3/4'xl/8' ALUM. TUBE 11/2'x3/4'x1/8' ALUM. TUBE, NOTCH TO CLEAR CHANNEL® 0.090' ALUM. FACE WELD TO FILLER 2'xl/2'xl/8' ALUM. CHANNEL WELD TO TUBE 0.125' 01328 WHITE POLYCARBONATE 010 ALUM. WELD STUD W/ NYLON LOCKNUT e WASHER (BEYOND) 1/8' TUBE TO I/BCHANNEL, TYP. 2'x2'xl/8' ALUM. TUBE CS 3x1/v0 ALUM. CHANNEL NOTCH FOR 2'x2' TUBE ------------------------- cn I J I I I I I � I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I SECTION A -A 1/4' FLAT HEAD COUNTERSUNK SCREW W1 RIVET -NUT, TYP. 11/2'x3/4'xl/8' ALUM. TUBE 11/2'x3/4'x1/8' ALUM. TUBE, NOTCH TO CLEAR CHANNEL® 0.090' ALUM. FACE WELD TO FILLER 2'xl/2'xl/8' ALUM. CHANNEL WELD TO TUBE 0.125' 01328 WHITE POLYCARBONATE 010 ALUM. WELD STUD W/ NYLON LOCKNUT e WASHER (BEYOND) 1/8' TUBE TO I/BCHANNEL, TYP. 2'x2'xl/8' ALUM. TUBE CS 3x1/v0 ALUM. CHANNEL NOTCH FOR 2'x2' TUBE ®1/32' MAX 5 15/16' .l .090' ALUM. FACE WELD TO FILLER 17 I I/2'x3/4'xl/8' ALUM. TUBE 3/8' CLEAR POLYCARBONATE FOR PUSH-THRU HALO -LIT LOGO (POLISHED EDGES) —'� LI/4' TI IG= r^ 2'-l' 0.125' °1328 WHITE POLYCARBONATE ®1 I/2'x3/4'x1/8' ALUM. TUBE ® SECTION B -B A 1 POLYCARBONATE FACE TO FLUSH WITH OUTSIDE EDGE OF END FILLER ON CHEVRON END ONLY. END FILLER TO BE NOTCHED AROULD POLY FACE LEAVING FACE EDGE EXPOSED ON END VIEW FABRICATED (HEMMED OR EQUIV.) DOUBLE THICKNESS END FILLER AT CHEVRON CUT ONLY TYP—/ 90 ALUM. WELD STUD W/ NYLON LOCKNUT 4 WASHER —\ --. • l Biu I- A -1- .OW' ALUM. HINGED FACE FABRICATED ALUM. ANGLE WELD TO TUBE BOTTOM AND WELD TO FACE ,& CHANNEL a TOP. (4) REQ'p 6 1' LONG AND (2) REQ'D 6 2' LONG WELD TO TUBE .090' ALUM. '--CS 3xlloO ALUM. CHANNEL HINGED FACE NOTCH FOR 2'x2' TUBE Ln COVER OPENING WITH 0.090' ALUMINUM PLATE. COVER IS TO BE SEALED WITH NEOPRENE GASKET. ATTACH W/ (4) % FLAT HEAD CS THD ROLLING SCREWS 51/8, 1 1/4' - EXPOSED LIQUID -TIGHT 5 3/4' 6'— RIGID CONDUIT 4 CONDUIT CONNECTOR PAINT BLACK / / ;iT'Ti.�� ;% //7/ / TO MATCH ALUMINUM CHANNEL �! /j/ CS 3x1160 ALUM. CHANNEL 0.090' ALUM END PLATES TYP. WELD CONT. TO TUBE WALLS REMOVE TOP WALL OF TORSION TUBE At THIS LOCATION ONLY LEAVING PULL BOX AND ANCHOR BOLTS ACCESSIBLE 5 3/4' / /L/_�Lz /1 `1 1/2' DIA. HOLE \-1/8'01A. HOLE FOR ®® SECTION D -D FOR ELECT. ENTRANCE EXISTING 3/4' ANCHORS (COVER PLATE R@1OvW FOR CLARITY) CS 3x1/00 ALUM. CHA _ COVER OPENING WITH 0.090' ALUMINUM COVER. COVER IS t0 BE SEALED WITH NEOPRENE GASKET. ATTACH W/ (4) % FLAT HEAD CS THD ROLLIWz SCREWS EXPOSED LIQUID -TIGHT RIGID CONDUIT 4 CONDUIT CONNECTOR PAINT BLACK TO MATCH ALUMINUM CHANNEL 1 TYPICAL LIQUID -TIGHT RIGID CONDUIT 4 CONDUIT CONNECTOR "`°x3/16' ALUM. >E TUBE. TOP WALL IOVED AS INDICATED 2'x4'x3/16' ALUM. BASE TUBE SECTION THRU PULL BOX CS 3x1.60 0.090' ALUMINUM SHEET CNC ROUTED ALUM. CHANNEL FACE PLATE AND END PANELS TO RECESS INTO AND WELD TO ALUM. CHANNEL 0.090' ALUM END PLATES WELD CONT. TO CHANNEL EXPOSED LIQUID -1 RIGID CONDUIT 4 CON CONNECTOR PAINT BL TO MATCH ALUMINUM CHA1 ATTACH COVER PLATE TO FACE PLATE WITH (4) % FLAT HEAD CS THREAD ROLLING SCREWS SEALED COVER PLATE OVER CNC ROUTED FACE PLATE. WELD FACE PLATE TO CHANNEL ATTACH COVER PLATE TO FACE PLATE WITH (4) % FLAT HEAD CS THREAD ROLLING SCREWS SEALED COVER PLATE OVER CNC ROUTED FACE PLATE. WELD FACE PLATE TO CHANNEL '1 1—nsent of the owner is strictly prohlblted. I I "' """'� I �j`'"" " "� �V• I DATE DEscRIP1IaN BY, APR. rvie rlKvuur_ I IL^.( OBD DIRECTIONAL W1 MEDALLION JUNCTION BOX CONSTRUCTION DETAIL (COVER PLATE REMOVED FOR CLARrtY) JUNCTION BOX TOP VIEW CONDUIT 08 FLAT HEAD COUNTERSUNK S 3x1/00 CONNECTOR THREAD ROLLING SCREW, TYP. UM. CHANNEL 0063' ALUM. END CAP 4 1/4' TO BASE COVER°---------- --- ------------------------------ L------------------------- =______-------0.125'ALUM. --------------WELD fl 0.063 ALUM. t END CAPIm BASE COVER WELD TO BASE TUBEcN------------------------�---------- ---LL-------------------------l/8' LIQUID -TIGHT RIGID CONDUIT DIA. HOLE FOR EXISTING 3/4° ANCHORS 2'x4'x3n6' ALUM. BASE LUBE 1 ®TYPICAL SECTION 2'x4'x3/16° ALUM, TO FABRICATED PULL BOX ® ® BASE COVER ELEVATION BASE TUBE ® ® OWl3 GIAfVf�IAGOfi0LT100.EAKE>f�OC14YPALE M89 -- '1 1—nsent of the owner is strictly prohlblted. I I "' """'� I �j`'"" " "� �V• I DATE DEscRIP1IaN BY, APR. rvie rlKvuur_ I IL^.( OBD DIRECTIONAL W1 MEDALLION & ATTACH POWER SUPPLY W1 (2) 1/4-20x1' LONG MACHINE BOLTS, GE AGEPS12-60 LEE) HEX NUTS AND LOCK WASHERS--\ POWER SUPPLY o 085A -------------- 000 0 000 j000g� 000 ---------------- 0000 I—cf \-[)IWXMECT SWITCH W1 SEALING 500T LIQUID -TIGHT RIGID CONDUIT FROM JUNCTION BOX E \2'xI/2'xI/8' ALUM, CHANNEL WELD TO TUBE -I--i-1 3/16' i111/8, E ,&,& ELECTRICAL ELEVATION &A GRAPHIC LAYOUTS ZL a —1/161 1/161— lie � L ---------- -------- --------------- -- o---o-,—ol ON \0\ --- ------ - 0000 0000 0000 Q000 0 ' -- --------- i 000 .� ----- 1 : ----- iI Ir n 191 : ------ : --- ----------- — — — — — — — — — — I ----- — — III, " ------ I ------------------0------- 1 — ----- — -------- -I--i-1 3/16' i111/8, E ,&,& ELECTRICAL ELEVATION &A GRAPHIC LAYOUTS ZL a —1/161 1/161— 81/8, 0.125' ALUM. LEE) PANEL - FABRICATE IN (2) HALVES. ATTACH TO ANGLE CLIPS W/ 08 TWO ROLLING SCREWS GE TETRA MINIMAX AGEMMII-I 1100K WHITE LED (26 REQ'D PER SIDE) ONLY STAFZ5UCKS, APPROVED EQUAL TO BE USED FOR SUBSTITUTION & .I25'xI'x3/4' FABRICATED ALUM. ANGLE. WELD TO TUBE * BOTTOM AND CHANNEL* TOP. (4) REQ'D I' LONG AND (2) REQ'D o 2' LONG A 08 PAN HEAD TWO ROLLING SCREW, TYP. ELECTRICAL REQUIREMENTS: LED: (52) GE TETRA MINIMAX 41C�11-1 1100K WHITE (26 EACH SIDE) POWER SUPPLY: (1) GE tGEPS12 -60 6 0,85A TOTAL LOAD: 026A 9 120vAc CIRCUITS: (1) 20 AMP REQUIRED I 3/1(o Nt -i IST SURFACE GREEN VINYL LOGO TO MATCH PMS -3425 EXTEND TO EDGE OF LOGO FACE DW ALUM FACE PANEL 'NDW WHITE DIFFUSER FILM. EXTEND TO EDGE OF I 3/6' CLEAR POLY- CARBONATE LOGO FACE WITH POLISHED EDGES LOGO DECORATION DETAIL � L 81/8, 0.125' ALUM. LEE) PANEL - FABRICATE IN (2) HALVES. ATTACH TO ANGLE CLIPS W/ 08 TWO ROLLING SCREWS GE TETRA MINIMAX AGEMMII-I 1100K WHITE LED (26 REQ'D PER SIDE) ONLY STAFZ5UCKS, APPROVED EQUAL TO BE USED FOR SUBSTITUTION & .I25'xI'x3/4' FABRICATED ALUM. ANGLE. WELD TO TUBE * BOTTOM AND CHANNEL* TOP. (4) REQ'D I' LONG AND (2) REQ'D o 2' LONG A 08 PAN HEAD TWO ROLLING SCREW, TYP. ELECTRICAL REQUIREMENTS: LED: (52) GE TETRA MINIMAX 41C�11-1 1100K WHITE (26 EACH SIDE) POWER SUPPLY: (1) GE tGEPS12 -60 6 0,85A TOTAL LOAD: 026A 9 120vAc CIRCUITS: (1) 20 AMP REQUIRED I 3/1(o Nt -i IST SURFACE GREEN VINYL LOGO TO MATCH PMS -3425 EXTEND TO EDGE OF LOGO FACE DW ALUM FACE PANEL 'NDW WHITE DIFFUSER FILM. EXTEND TO EDGE OF I 3/6' CLEAR POLY- CARBONATE LOGO FACE WITH POLISHED EDGES LOGO DECORATION DETAIL BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER Building Plumbing 0 3933 KITSAP WAY STARBUCKS KITSAP WAY - 2 DIRECTIONAL SIGNS ON BUILDING Mechanical L1 Alarm/Sprinkler ❑ ThislPlacard must be posted on or near building and the Permit &"Approved" plans must be at the site. Permit # BB 14 00766 Call the followina Aaencv Telephone Numbers for inspections: Building Department Inspections: (360) 473-5870 Water - Public Works: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 Kitsap Public Health: (360) 337-5235 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 4154000 POST ON SITE - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection APP Ida— DATE Notes Final Inspection - Building Z—tfr FINAL BUILDING (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require .separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WI, I HUU I lfUILDINU ue,rAKI IVIV,111 Arrr %J V t%L, Page I of 1 FA City of Bremerton Department of Community Development PERMIT NUMBER: BB14 00766 DATE ISSUED: 05/01/2015 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 3933 KITSAP WA1 j (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC Name Phone Address Access Code APPLICANT: EXPEDITE; THE DIEFIL 804-859-7618 6529 HEMMINGFORD DR T6TMO-QLPRN CANAL WINCHESTER, OH 43110 OWNER: D & R FAMILI' LLC 12150 SE 16TH PL 4RIVR-TRCCF BELLEVUE WA CONTRACTOR: ICON INDENTITY SOLUTIONS INC 847-364-2250 1418 ELMHURST RD SWX8X-V852N ELK GROVE VILLAGE, IL 60007 LENDER: SUBMITTED: 11/13/2014 APPROVED: 11/17/2014 EXPIRATION: 08/12/2015 STATUS: ISSUED VALUATION: $1,200.00 Sign Permit STARBUCKS KITSAP WAY - 2 DIRECTIONAL SIGNS ON BUILDING STARBUCKS KITSAP WAY - 2 DIRECTIONAL SIGNS ON BUILDING Building Permit $4700 Plan Review Fee $3055 Building Code Edition: State Surcharge $450 Occupancy Group: _., Type of Construction: 1 TOTAL FEES: $82.05 Flood Zone: Setbacks: //// (F/L/RT/R/O) Sanitation Method: Number of Bedrooms: Inspection Requests: FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections: (360) 473-5870 HEALTH: Kitsap County health District (360) 337-5285 L&1: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time ager the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can substantiate to the City of Bremerton that the concealed work meets or exceeds code requirements Any demolition, testing, or financial burden shall be borne directly by the permit holder Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction If listing the owner as general contractor, 1 certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967 All revisions to an approved plan require DCD review and approval prior to performing work All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy SIGNATURE OF OWNER OR AGENT: PRINTED NAME: %�cU�i �/I lli //a L's DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by Mountjoy, Margret on 05/01/2015 11 45 AM Page I ol'2 City of Bremerton Department of Community Development 345 - 6th Street, Ste. 600, Bremerton WA 98337 (360)473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB14 00766 DATE ISSUED: 05/01/2015 SITE ADDRESS: 3933 KITSAP WAN 1 (DCD-47) DCD• Reinspection Fee- All approved plans, the printed building permit, and the permit inspection placard, are required to be t� on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted In addition, a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted have inspection by the City 2 (DCD-50) Final Inspection Required All building permits shall a final performed and approved ofKti Bremerton Department of Community Development prior to permit expiration The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity 3 (LU 12) Signs must comply with BMC 20.52 A separate permit is required for any additional signs.iCi 4 (I.0 19) Freestanding signs shall not block visibility pursuant to BMC 20 52.070 The base of the sign shall have a landscaped island equal to or greater than the area of the sign pursuant to BMC 20.52 090(e) Landscaping needs to be installed prior to Final inspection of sign permit ****Please note that your Certificate of Occupancy and Business License may not be issued until sign permit obtains Final inspection 2jL--- 5 (LU25) Signs may be illuminated directly, indirectly, or internally, provided the lighting is directed away from other land uses, and away from on -coining traffic DO -It DO1 6 (DCD-91) Call before you dig Calling 811, two business days before you begin digging, will alert utilities to come out and mark - THEIR buried lines from the street to your house For FREEi THEIR 7 (Custom) Per BMC 20 52 040(1) Incidental signs intended for public information or convenience and which consist of no more than ten D&_ (10) square feet for a combination of such signs These may include restroom signs, hours of operation signs, address numbers, help wanted, credit card signs, and similar MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Inspection Description FINAL - BUILDING Final Inspection - Building Qty Fixture Type Printed by Mountjoy, Margret on 05/01/2015 11 45 AM FIXTURE LIST Qty Fixture Type Page 2 of 2 r 6614 oo-t(o(p PERMIT CENTER ��3��.�.y�l.:��, ;�I�� I'M COMMMCUL „i b i �i 2 ` t•4 Building Permit Application Denarnnent of Communiw Develonment * 845 - 6th Street, Suite 600'Bremerton. WA 98337 -?<$1 - of (360) 473-5275 * Fax (360) 473.5278 ' www.d.brern rton.vsa.us tApp�, . ,tem .: flamer +bar . -too Y, Business Name: Site Address: To apply for a property Iddress, contact/Pubric Works at (360) 473-5270 CONTRACTOR: OWNER:— WNER:Address:-6 Permit Fee Address:-0766-6 Address: 1200 City, State, Zip: V C' , State, Zi License # & Exp. Date: Phone #: Contact Name: mw Authorized Agent Name: 1zl. Contact Phone #: Address: Email address:iAIR Tax ID/Parcel #: , State, Z/ el Phone* (&t/) g31A) ❑ Sewer ❑ Septic What ls�t . � �' :: 'tel . air<fo��l'1es'�e � lEmail address: ' �'' • � � . ❑ ;{�fekt"�t�s�rtai�ia' _gal} t - ❑ NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK COMMERCIAL REMODEL TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION W SIGN Rep f,,rCe ❑ COMMERCIAL REPAIR GRADING (Cubic Yards: / ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION _ Interior _ Exterior—_ Foundation M11—i Roof! Section— '" Separate demolition permit and fees required, Contact Public Works forsewer cap permit (473-5270). Sewer must be capped prior to demolition permR issuance. ❑ OTHER: IS THIS PROPERTY Vi07T`HIN 200 FEET OF A SHORELINE7 YES❑ No Scope of work proposer!: J ��l STd�c4,vd jZ_-q r -r %r _q ��rR to .kv LIN . 'r R.� (TI C�� 19 >;" x Square Footage: Building: Construction Type: Valuation Plan Review Fee Permit Fee surcharge Total Fees 1200 0 T5 1 r-7 °" S:,? Application for which no permit is Issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for ac8on by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the appy have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after piration, the apps' hall resubmit plans and pay a new plan review fee. T /01-1zi- s Sign r D Rev. July 2008 r ly bb-7(o(p `SER Irl, CENTER COMMERCIAL � J 4 .building Permit Application Departmen idf E'ommiuuty Development'' 345 - 6th StreetSuite 600 * Bremerton WA (360) 473-,5187Otax (360) 473-5278 * www.ci.bremerlon.wa.us Applicant ❑ 4w�. �`�' ® Contractor © Authorized Ager. Business Name: Site Address:vn ' G To apply for a properly Address, contact Public Works at (360) 473-5270 CONTRACTOR: 4alOWNER: / / L G Address: 55 Address: o� Cit , State, Zip: V City, State, Zi eV Pv License # & Exp. Date: Phone #: Contact Name: Authorized Agent Name: 1l( Contact Phone #: Address: ' Email address: , State, Zi �i/I lJr� Tax ID/Parcel #: Phone #: (MV) 1/31A) ❑ Sewer ❑ Septic Email address: What is the application for? (Please check) ❑ New Construction fK Alteration ❑ Addition ❑ NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK COMMERCIAL REMODEL TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITIONW SIGN F1COMMERCIAL REPAIR GRADING (Cubic Yards: ) / ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION _ Interior _ Exterior*' _ Foundation Wall" _ Roof / Section*" ** Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. ❑ OTHER: IS THIS PROPERTY WITHIN 20/0 FEET OF A SHORELINE? YES ❑ NO LR Scope of work proposed: '5ef Pans CLeCt U4_9e_qaJr�q �(Q O O Square Footage: Building: Construction Type: Valuation Plan Review Fee I Permit Fee Surcharge Total Fees -T Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the appi37"'ti� have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application aftern, the applic hall resubmit plans and pay a new plan review fee. d1-)-Zj ica t'S Sign r Dat MW 0 � U m uat�T:r u)z(0tu 0� 000) x aF U)LUMO W UIL L IL ua U Rev. July 2008 Store Number: 16935 Store Name: Kitsap Way & National Submitted by: Tanasha Harden Area Number:A009 Address: 3933 Kitsap Way Vendor: AGI Survey Date: July 29, 2014 Store Hours: Mon -Fri 4:30am-9:00 pm, Sun S:00am-8:30 pm Jurisdiction: Bremerton, WA Bldg Permits: 2-3 Week Drive Thru Hours: Same Sign Permits. 2-3 Week Elec Permits: 2-3 Week wEscalation(s) and Reasoning 0 There is no canopy due to the limited space in the order zone, a free standing digital order screen with a 5 panel menu board Is proposed. Validity of permit. The Issuance or granting of a CHANGES MUST BE APPROVED shall not be construed to be a permit for, or an �t�tf,fl-T,r,i-��OCf1CltM1�fP►-.iNnO�--------act�rtvrrtrT+e+tr,r,-r,t•-lhsrrnnVls�eR3�f-ib6-1F►t8LR8t Schedule Description Qty STD/OPT Existing -Ma rk Ing -Removal 1 STD Directional- Ent ry-w/logo 2 STD Directional -Exit 1 STD Clearance Bar 1 STD PreMenu-Freestanding-Old 1 STD 5 -Panel -Menu -Wall Mount -Old 1 STD Digital Order Screen 1 STD DOS -Base -Freestanding 1 STD Bollard Lover 3 STD Bollard -New 1 STD On Building Directional Sign, RH•62" 1 STD On Building Directional Sign, LH -62" 1 STD Footing-CIP-S 1 STD Footing -Bolt -Pattern -New 1 STD Footing -Remove -Large 1 STD Conduit -25-S 1 STD HME-Repl-Sawcut-Loop 1 STD Fujitsu -SOW 1 STD Codes or any other ordinance of the City of Brem Permits presuming to give authority to violate or r the provisions of the International Codes and ordinances of the City of Bremerton shall not be) (IBC 105 & IRC 105.4) MUST COMPLY WITH ALL WASHINGTON STATE CODES NQV 13 20S Reviewed for Code Compliance Store # 16935 site information By: . S. For s v. 3933 Kitsap Way, Bremerton, WA 1313114 00 -7 b6 . the elevations east elevation west elevation Store # 16935 3933 Kitsap Way, Bremerton, WA AL south elevation the elevations Store # 16935 3933 Kitsap Way, Bremerton, WA the multi -tenant sign Store # 16935 3933 Kitsap Way, Bremerton, WA IQ Square sign format This layout hest surretl for a square presenauon where The rain o' height to enrph is less than I 1 and tin 'o I 1 5 Horizontal sign format This layout best suited 'or a short honznwal presentation where the rano o' heigh: to length is between 1 1 6 and 13 "i JJT DRIVE w i U QHorizontal sign format This layout hest suited for a horizontal presen:anon where, #to rano o' height to Irng.h is between 13 1 and 14 9 m �= DRIVE THRU OHorizontal sign format This laynu: best suited for a Inng horizontal preseir.imn where the ratio of heigh- in Icng:h is 15 or gn:a'cr 0066 Bacldit illuminated sign faces with vinyl graphics. Manufacnlre and Install Sign 'aces to he curt -nut o'translucent 177' polycarbonate- white © Background is opaque. 3M Srutcheal Vinyl- Duranodle #3030-69 applied 5rst surface wrh 'TM". 'DRIVE TI IRU' copy and circle reversed oir to white © Evolved logo is background is transhicnin 3M Scotchral Vinyl. Holly Green 0630-76 applied 9rst surface Multi -tenant pylon signage Format standards- Drive thru locations Yote All dimenslons are. for visual openings ony the legend New Directional Signs: (3) D/F Entry Double Chevron + Datum Point Car Stack Information 4 Cars 67 feet long Secondary Primary Entrance +� X ! MERV 1 New Clearance Bar New Old -Style Preview -� Menu Board ONew Digital Order Screen . New Old -Style 5 -Panel Old -Style Menu Board 0 Bollard -cover (3) Q Bollard -new (1) 0 Multi -tenant Sign (1) Menu New Wall Directional (1 RH 62, 1 LH 62) Board See elevations pages Exit Double Chevron Entry Double Chevron + Datum Point Car Stack Information 4 Cars 67 feet long Secondary Primary Entrance +� X ! MERV 1 ; r Clearance Bar I i Digital !� Order Screen o ,- - New EL Old-Style —J 5 -Panel Menu Board i .�-- Entrance O Face A Face B Store # 16935 the proposed site 3933 Kitsap Way, Bremerton, WA 5 -� New Old -Style Preview Menu Board I i Digital !� Order Screen o ,- - New EL Old-Style —J 5 -Panel Menu Board i .�-- Entrance O Face A Face B Store # 16935 the proposed site 3933 Kitsap Way, Bremerton, WA 5 Solution 8, Custom Option (1) New Digital Order Screen with Post (1) New Old -Style 5 -Panel Menu Board at 70 e New Digital Order Screen with Poston neWfooting e New Old -Style 5 -Panel Menu on existing footing at 7' e New Bollard placed to protect Order Screen w Relocate Vehicle Detection Loop Before After Store # 16935 the Order zone 3933 Kitsap Way, Bremerton, WA 6 EXISTING Order Post Footing NEW Old -Style 5 -Panel NEW Menu Board on Existing Footing Bollard a ❑ EXISTING _ Bollard Footing ---- - °D o - - NEW Digital %�� hti��e _ -." - -' - DATUM POINT Order Screen �: ,,',�� -T 17........... g- - Scale: 1/2" = V-0" Solution 8, Custom Option (1) New Digital Order Screen with Post (1) New Old -Style 5 -Panel Menu Board at 70 e New Digital Order Screen with Poston neWfooting e New Old -Style 5 -Panel Menu on existing footing at 7' e New Bollard placed to protect Order Screen w Relocate Vehicle Detection Loop Before After Store # 16935 the Order zone 3933 Kitsap Way, Bremerton, WA 6 oacilities, design & landlord notes / follow ups • None landlord/facilities moles Store# 16935 3933 Kitsap Way, Bremerton, WA the legend All products listed below are EXISTING ® Existing Directional ® Signs: (3) D/F Clearance Bar (1) Q Speaker Post (1) the existing site Primary Entrance 02 Secondary Entrance Store # 16935 Q 3933 Kitsap Way, Bremerton, WA v Preview Menu Board (1) ® 5 -Panel Menu Board Freestanding (1) DT Awning (1) • Wall Disc (3) 0 Multi -tenant Sign (1) • Existing Bollards (4) + Datum Point notes Car Stack Information: 4 Cars 67 feet long the existing site Primary Entrance 02 Secondary Entrance Store # 16935 Q 3933 Kitsap Way, Bremerton, WA v oxo?":-r'a"''S� �• � ' �s .�" ,. i .�r 'F•• - s E �t �r - .."'SOY'„ L• y *' - - +'� _ " . a ' v 7 t 7=_ s 's - r nd r. Approach to Primary Entrance Primary Entrance Approach to Drive-Thru Entrance the primary customer journey Store # 16935 3933 Kitsap Way, Bremerton, WA 10 Approach to Secondary Entrance Secondary Entrance Approach to Drive-Thru Entrance Drive-Thru Entrance Parking Lot the secondary journey Store # 16935 3933 Kitsap Way, Bremerton, WA f�SR Drive-Thru Entrance Approach to Order Zone Order Zone Approach to Pick -Up Window s _I Pick -Up Window Drive-Thru Exit I i �- .7-1i ..rte.-: -s,. the drive thru lane journey Store # 16935 3933 Kitsap Way, Bremerton, WA 12 -264' [66.7cr,] int TF -77 7 53'4' [13.4cm] 4' 110 2cm] 143' 2�I ' N [36.Bcrg] _ r'^ , DS SWIVEL PATTERN IN #6 ------ PLATES --------.---__ 13' [33.Ocr1]- -- - - - - - — - - - - - -- J #z 25 4" [65.4cm] I I I I I I I i I i I I i SPEAKER-, BY OTHERS \ #11 19' [48.3cro] 4116 BY OTHERS TOTAL - FRONT TO BACK _I g. [20.3cm] I II I � I 4 4 ?�6" [112.9cr1] ID FOR I MONITOR �I 2•x9;I 41" 1104.Icr I I [5c,X23tr1] CURB TO MONI�OR I I SLOT IN CENTERLINQ MAIN POST -01Y2 [03B.lnn] I Q WALLS) 14�g' [37.icrr] 6• CURB--' [15'2cn] STREET ]VAL HOLES #1 - 3/4" STEEL BASE PLATE W/ 18deg OVAL HOLES #2 - 6X10.5 STEEL CHANNEL (6"x2"x%6") E4'[107.2cm] BACK TO BACK DOUBLE POST 14' #3 - 3/16" WELDED STEEL MONITOR MOUNT Te• 135.6cr] ADJUSTABLE 33/8" UP, 23/4" DOWN, 1%" O -C I 3/8-16 NUTS & BOLTS #4 - WELDED ALUMINUM BASE COVER #5 - WELDED ALUMINUM ELECTRIC ENCLOSURE #6 - 8 BASE WASHERS, %4" THICK (NUTS & BOLTS BY OTHERS) F-- - - -- - - - - — - -- - --- l 4-7 — I o _ o 0 O i 1 GT DJUST 28' [71.Icn] BOLT (ox) I � [159.4cri] UNDUIT ?I�• r5 7-1 li I BY OTHERS I i KENCLOSURE1439'[35.9cr1] I �i O O 63 • I _ I [161.9crn] [022.2rrri] 1444 HOLES IN TOP PLATE EXTERIOR 15 1 0%' [016.0nr,] TOGGLE SWITCH I THRU FRONT, � � DIRECT TO SPEAKER METAL AC � J DIVIDER L I 6f'g' 115.7cn7, b'[2,2cm) OFF CENT REAR VIEW SHOWING ENCLOSURE WELDED STEEL & ALUMINUM FINISH TO HOLD STARUCKSRAL7021 BLACK GREY, 10% SHEEN, EXT. 114239 ORDER LIGHTBOX (Bot nd clONd;TOR or APPROVED ozioa/ia 1'IUJU r - 95 X P 95 X 9-0"r7o3 " 3'-6" cic 3-2" `- 2"xFx116" 15'm27mm x5-1 s:cel rectangular tubo painted ;o match PMS 369 green. 3'x4'x1/4' 173m x 1.02mm x 6mn1 steel tube painted black to match RAL 7021M - match sample Front Elevation View I NOTE Clearance bar height o maY mquim adjustment to 5" 1127mr; r7_ aocwn,oda:e curb and'or 0 foundation height. Manufactumr 0 F- to provide (2) 2'-6"]762mm] Cable E lengths for such adjustment 5'-6" ;t676m"9 - 3'•7"11c92mmJ ----- \` 1a o„ n ag MUM [�Gc 0 n3"175-1 Right Side View painted to match PMS 369 green Front View Ca Placard - Graphic Details Copy, chevrons and striping to be 3M #680-10 white — _ Scotchhlite reflective vinyl film 2" tvv. I51mm1-1-- f --r--2" typ. Bottom View (� lacard -Graphic Details palnted to march PMS 369 green Steel push -in plug for ":"dia 125mmlholo (1'dia (25mmlholefor locknln access) 3"x4 MA" 173mm x 1 C2mm x 6mml Sleet tube cross bar 1/4'-20 IGM-201 SS nylon lnser.locknut 174"-2016mn-201 typo 316 SS smooth eye bolt with shoulder paimed black to match RAL 7021M - in.atch sample Type. 304 SS oval compression sleeve 3/16"dia 15mml type 316 SS wire rope (7x19 strand core) 3/16" ]5mml type 3 6 SS wire rope dip 2 SS nylon insert iocknum per clip - 114'-2016mm-201 type 3'6 SS smooth eye bolt w .h shoulder painted black :o match RAL 7021 M - ma:ch sample 1/4•-2016irmh-201 SS nylon insert locknut 2'x5'x3/16' 151mm x 127mm x 5mm] steel rectangular tube placard Alum louver edvent for die. 125mm] hole (1"dia 125m lholefor locknutaccess) End Section mew Base Plate Detail Sign Specifications: Scraper Bar- 2"x5" ar2"x5" 151mm x 127mm] steel tube painted to match PMS 369 green. • Flush steel end caps painted to match PMS 369 green. Copy and chevrons to be 1st surface computer cut 3M #880.10 white Scotchlite reflective vinyl film. • Bottom striping to be 1st surface computer cut 3M #680.10 white Scotchlae reflective vinyl film. Striping extends 3/8" 11emm] onto front face. • Graphics protected with vinyl overlay film 3M Scotchgard 6 mil clear paint protection film #84808 or Starbucks approved equal, Suspend from support with SS cable & hardware. Cable provided requires field adjustment for proper clearance height. Support: Supporting structure will be all welded steel tube construction painted black to match RAL 7021 M as per approved shop drawings. Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. rhes drawing is a Design Development Document. Site specific nod cations made under the responsible charge of the Architect Ind/or Engineer-of-Reoord will be required prior to using this locument for Bidding, Permitting, or Construction. (2972mm)_ __2.29.__ " - • - . _.. - j„: --; - -^'1r,- jam'-1.•\,'j:,•.�—'.. Starbucks does not manufacture the t r hdrawn tem is to coordinated with Manufaturer's name and contact information clearly or v visible on finished item. Al koration of erns manufactured to final engineering specifications,lier and rprtotvided by A chite teof Record. 03;18;14 8" t203mn1 5" 1127mr; r7_ ::FI 3/4" 119mm1 _ steel base plate —r (,.-/ 7/652 314'730' ,. 122mm x 70mm 130.1 radiusLd •� slat for 374" 119 -mi anchor bolo, 3-x47(1/4" 173-h x 102m steel tube crossoss bar bar 3/' 6' 15mm1 V Base Plate Detail Sign Specifications: Scraper Bar- 2"x5" ar2"x5" 151mm x 127mm] steel tube painted to match PMS 369 green. • Flush steel end caps painted to match PMS 369 green. Copy and chevrons to be 1st surface computer cut 3M #880.10 white Scotchlite reflective vinyl film. • Bottom striping to be 1st surface computer cut 3M #680.10 white Scotchlae reflective vinyl film. Striping extends 3/8" 11emm] onto front face. • Graphics protected with vinyl overlay film 3M Scotchgard 6 mil clear paint protection film #84808 or Starbucks approved equal, Suspend from support with SS cable & hardware. Cable provided requires field adjustment for proper clearance height. Support: Supporting structure will be all welded steel tube construction painted black to match RAL 7021 M as per approved shop drawings. Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. rhes drawing is a Design Development Document. Site specific nod cations made under the responsible charge of the Architect Ind/or Engineer-of-Reoord will be required prior to using this locument for Bidding, Permitting, or Construction. (2972mm)_ __2.29.__ " - • - . _.. - j„: --; - -^'1r,- jam'-1.•\,'j:,•.�—'.. Starbucks does not manufacture the t r hdrawn tem is to coordinated with Manufaturer's name and contact information clearly or v visible on finished item. Al koration of erns manufactured to final engineering specifications,lier and rprtotvided by A chite teof Record. 03;18;14 )Replacement sign to use existing footer TOP VIEW 8'- 1 114" L=_- 2"x4"x1/8" welded steel frame / 0'- 2., -0'- 1 1/2" o %r Three li htboyes I'. 2 5114" 0'-11/4" 2'-51/4" 0'-1114" 2'-5114" - g -FIF.. o O LED light tubes -77 Q M !I b o Ijl II I II II cv Path of wiring thru --- ----- III J -box and holes in 2"x4" i 0 3/4" Steel mounting plate welded to 2" x 4" steel frame. Finished grade -- - e ,(_ 8 \ - Aluminium base skirt with recessed center and 1/8" aluminium base batt _Primary electrical inside UL conduit o: \ to menu board Z z 3/4" Diameter x 24" long anchor rod -with 3/4" nuts and fender washers 7' .I o (A325 Anchor Rods - 4 ea ) to '�-= ` ` \ (3) # 3 Ties - # 3 Ties 12" o c. --3_-0"Dia. - - j l' (6) #5 verticals I FRONT VIEW AND FOUNDATION SECTION C2�) MEA11 BOARD g DRITE-TMR111 J� _L �� rI= 6� 13 b�L BACK 150 VIEW SCALE: N.T.5 `MOLINTIN HOLE 25 314" T BA5E PLATE DETAIL N Starbucks Coffee, Menu Board and Foundation Standardized design @ 140 mph per Asce7-05 - installation only Wind Load pW ASCE 7-05; Occupancy Category II; Importance factor = 1 V = 140 mph (FIg.6-1); Exposure C: Gust Factor. G = 0.85 (Sec. 6.5.8.1) F = q:,GCA,,,,,, (Sec. 6.5.14) (Vote: Menu board and cover are prefabricated by Starbucks Supports: (2) 4"x 2"x 3116" steel tubing (A500B); F,, = 46 ksi x 0.66 = 30.36 ksi h,,, < 15': K,, = 0.85 (Table 27.3-1); (K„ = 1.0; K, not applicable) q, = 0.00256 x 0.85 x (140)' = 42.65 psf Cabinet: B = 8.104; s = 4.083'; A,.,, = 8.104'x 4.083'= 33.1 sf; hr, = 6.08' h,, = 4.02'; B/s = 2; s/h" = 0.67: C, = 1.62 (Figure 29.4-1) F = 42.65 x .85 x 1.62 x 33.1 = 1.944 k# (kips) Base: B=2.17%s=2.0';A_,=2.17x2.0=4.33sf h,, = 1.0'; B/s = 1.1; s/h,. = 0.33: Cf = 1.79 F_ = 42.65 x 0.85 x 1.79 x 4.33 = 0.281 k# F,_, = 1.944k# + 0.281 k# = 2.225 k# h,,,__(1.944x402)+(0.281x10)12.225=364' Check 4" x 2" x 3/16" steel tubes (Reference only): S,,,,,=!2.225/2)k#x3.64'x 12/30.36=1.60 in' 4"x 25'x 3116" tube, Sxx = 1.83 in' > 1.60 in' - OK Anchor rods: (2) 3/V A325 threaded rods per side @4.0" c/c M = 2.225k# x 3.64'x 12 = 97.19 kpi (kip -in) Per rod (2 per side @ 4 0" c/c); P = 97 19 kpi / (2 x 4") = 12.15k# A325 rods; PA = 17.67k# > 12.15k# - OK; 21" embedment - OK 3/4x9 steel mounting) plate - OK 21" embedment - OK, Shear In anchor rods is negligible Augured foundation in sand:- Unconstrained at surface B = 3' dia.: D = 5'-0"; F = 2.225k#; h = 3.64' Soil, sand at 0.300ksf/f (Table 1806.2)( Sec. 1806.3.4) S, = 0.3 x 5.0 x 0.33 x 1.33 = 0.6585 k#/sf (Sec. 1806.2)(Sec 1806.1) D = 0.5A(1 + [1 + (4 36h / A)]")- (FBC 1819.7.2.1) A = 2.34F/S,b = (2.34 x 2.225) / (0.6585 x 3.0) = 2.636 D = (0.5 x 2.636)(1 + [1 + (4.36 x 3.64 / 2.636]'`2) (Sec. 1819.7.2.1) VpCs I 120vAC. Total AIAPS 0 Circuits 1 t9SISle Discunnucts 1 I All mater -.16 and tastenc's meet 3004 a 2 .AII olectncai compor�ent+ dre LL IIs:Ed and 'topniv (I 3 Sinn g-einded nceurdmo tc• NEC 600.7 4 Sions rran.daciu .d and Iis:ed NEC 600 3 ann nlar;ed per NEC 600 4 5 All hunch urr.mic per NEL 00 5(B) I r.i IB) 2 6 All Sinris uechured h, phplutel: u' lime cock per Fel' 2010 505 2 3 7 One gas Lle 20 ar:p disccrram DL"SIPper er�ua per NEC 600.6(A.)1 D.r, = 1.318 (1 + 2 651 = 4.81'< 5.0' depth OK Code Provisions for Sign Installation ;ONDUIT FROM Make foundations: 3' dia x 5'-0" deep HOTO CONTROL Use 2,500 psi, 28 day concrete (approx. 1.4 cy concrete) Code Edition: 2010 Florida Building Code TWITCH TO MAIN Place rebar as shown Wind Load per ASCE 7-10, UNCTION BOX Augured foundation in clay: Unconstrained at surface (FBC sections 1609.1.1 & 1620) B = 3' dia.: D = 5-10" (5.83'); F = 2.225k#; h = 3.64' Exposure C Soil, clay at 0.200ksf/f (Table 1819.6, sec. 1806.3.1) Risk Category II S, = 0.2 x 5.83 x 0.33 x 1.33 = 0.5119 k#/sf; Wind Speed, V11T= 140 mph (Fig 1609A) D = 0.5A(1 + [1 + (4.36h / A)]12), (FBC 1819.7.2.1) unconstrained A = 2.34F/S,b = (2 34 x 2.225) / (0.5119 x 3.0) = 3.390 ENGINEER INFORMATION D = (0.5 x 3.390) f + [1 + (4.36 x 3.64 / 3.390]72) (Sec. 1819.7.2.1) NAME: Theodore M. McAnlls, PE D„a = 1 695 11 + 2 383 = 5.74'< 5.83' depth OK Cake foundations: 3' dia x 5'40" deep ADDRESS: P.O Box 14724 Use 2,500 psi, 28 day concrete (approx. 1.6 cy concrete) North Palm Beach, Florida 33408 Place rebar as shown E -Mail: ted mcantis@hotmail.com LICENSE No. 19239 w • ° i tilll�lltitill soon solic Jorni ffs CORPORATE HEADQUARTERS 1077'Nest 31tx Hurun eh•d. R;VILrd Beach. FLA 3340) Phony (^6'1F.63-6659; t j772-1932 Fax 1551)663-4294 NORTHEAST DIVISION 707 Commew. 11r Lur•ncrd, NC 78025 Plirre i)n4)794.37.9;,• f600!7724922 Ru 1734)755.3843 www.aflassignindustries.us Tb4s design i engineer ng Is to ren aln Alias S.gn Industnes exclusive properly unt I approved and accepted thru purchase by client named an draaving. No part of design ar.d of specifications may be duplicated %itnout 1irdten authonzatio? :dAtlas Slgr. Induslnes C:� 'c.:pvnp1i1201.3 Drawing No. ^ 00000.0 -DET Sheet No. MENU BOARD Date- _-^ 00/00/2013 Path __- FLI-City ) site# Drawn By B. Hodge UNDERWRITERS LABORATORIES INC. LWED R As witnessed by my seal, I certify that the sign structure and foundation meets or 3 exceeds the requirements of the 2010 FBC y Wind Speed, V,,,N 14D mph jPreview Menu will use existing footing 35 7/8' 5 3/4 28" I iI Ili LED light tubes i l i i i iii l l I I --.. . _- _' .. _ .. _ -.__ Primary electrical Inside J'! UL conduit to menu board 1" x 8 5/8" x 25 3/4' Steel mounting plate welded to U, I steel tubes. r•'.i 3/4' Anchor bolls witn 18" embedment (4) � Req'd. I I Leveling nuts. (4) Req'd Proposed below grade concrete foundation. #3 Rebar both ways as shown 1" Dia. mounting - -� i3` 6 3i8' holes \\ . T 3" x 3" x .1875'- -- =>;-, - - --- Steel supports. 4" x 4" x 25" Steel gussets. I i - 25 314' MOUNTING PLATE (PLAN) Volt 120VAC Tu:al AMPS 3 Circuits 1 visihlc Disconnrclti I 1 i All manna's and lastencrs meet 3001 1 2. AI ele.o:ca components arc U: listed end a,provEcl. 3. Slg" orounded ac.ordlna t.. I.IEC SOL 7 4 Signs rnanulzdtced ann 1:512 -NEC E.DO 3 a•,d corked per uEC 60D = 5 Ali branch uircads pr, h'EC SOD 519J I ;.r ie; 2 F AI: I'Ins curl¢I!ed ty eholoccl! or nrnc L r.er FRC 2010 SOS 3 7 Ura' vr_ltL 20 nip dlscanwst per s;gn oci citiud per %EG Coo E(.4'.' Starbucks Coffee, Pre -Menu Board & Foundation Standardized design @ V = 140 mph per ASCE7-05; Installation only Wind Load per ASCE 7-05: Occupancy Category II; Importance factor = 1 V = 140 mph (FIg.6-1); Exposure C: Gust Factor, G = 0.85 (Sec. 6.5.8.1) F = q„GC,A„,a (Sec. 6.5.14) Note: Pre -menu cabinet & cower are prefabricated by Starbucks Cabinet & base: B = 4.08' (cab); = 2.01' (base): h„ = 6.09 hep < 15'; K,. = 0.85 (Table 27.3-1); (K,, = 1.0; Kd not applicable) q„ = .00256 x 0.85 x (136)` = 42.65 psf Equiv "B": h„ = 6,09` (2.99 x 4.08) + (2.17 x 2.01) / 6.09 = 2.72' A = 2.72' x 6.09' = 16.56 sf; h,p = 3.04 + (0.05 x 6.09) = 3.34' (ground sign) (Fig. 29.4-1) B/s = 2.72 / 6.09 = 0.45; s/hp = 1.0; C, = 1.57 (Fig. 29.4-1) F = 42.65 psf x 0.85 x 1.57 x 16.56 sf = 0.943k# (kips) (Sec. 29.4-1) Check 3" x 3" support tubes (2) (Reference only) A500B steel tube; F, = 46 ksi x .66 = 30.36 ksi S„„ = (0.943k# / 2) x 3.34'x 12 / 30.36 ksi = 0.62 in' (per column) 3" x 3" x .1875" tubes: S = 1.73 in' > 0.62 in'- OK Anchor rods: (2) threaded 3/8" steel rods per side @ 4.0" c/c M = 0.943k# x 3.34'x 12 = 37.795 kpi (kip -In) P per anchor = 37.79 kpi / (4" x 2) = 4.72k# per anchor %" A325 rods; PA = 13.4k# per rod > 4.72k# - OK W'steel mounting plate - OK 18" embedment - OK; Shear In anchor rods is negligible Blade foundation in sand: D = 37" (3.08'); Width, W, =F (2.63h,.r, + 2.35D) / D1S, S., = 0.3 ksf/f; (Table 1819.6, sec. 1806.7) S, = 0.3 x 3.08 x 0.33 x 1.33 = 0.406 ksf; F = 0.9430; h,F = 3.34'. W = 0.943(2.63 x 3.34 + 2.35 x 3.0) / (9.49 x 0.406) = 3.9'(48") Make foundations 48" x 14" x 37" deep in sand (Approx . 0.53 c.y. concrete); Place rebar as shown Blade foundation in clay: D = 3'-7" (3.58'); Width, W; =F (2.63h., + 2.35D) / D` S, Sh = 0.2 ksf/f; (Table 1819.6, sec. 1806.7) S, = 0.2 x 3.58 x 0.33 x 1.33 = 0.314 ksf; F=0.942k#; h•. = 3.34' IN = 0.943(2.63 x 3.34 + 2.35 x 3.5) / (12.82 x 0.314) = 4.0' (48") Make foundation 48" x 14" x 43" deep in clay (Approx 0.62 c.y. concrete): Place rebar as shown Code Provisions for Sign Installation Code Edition. 2010 Florida Building Code ENGINEER INFORMATION ; t7 nvc-t Wind Load per ASCE 7-10, NAME: Theodore M McAnlis. P,E. (FBC sections 1609.1.1 & 1620) ADDRESS: P.O Box 14724 Exposure C North Palm Beach, Florida 33408 Risk Category II E -Mail: ted.mcanlis(,Dhotmall.com Wind Speed, V111T= 140 mph (Fig 1609A) LICENSE No. 19239 a 1. _;:::.� i ae , S. Siam IN011167"J1L's CORPORATE HEADOIJARTERS 10.77 West yloc Torun Blvd Rivim Bcach. FLA 33.10- P^.31: I .61!W-6hS9r [800;772-/932 Fax iESI. 66342r14 NORTHEAST DIVISION 07 Cummea,c or. C:nul.-d. IJC !EVE Pnr,n.1/; 1800:772-.432 F,. llD4!/8i-3Na? www,atlassignindustries.us T -Is design' engineering Is to remain Atlas Sign Industries exclusive property, tint approved and accepted thru aurchase by cllenl named un dravino. No part of design and or specificatlons may be duplicated withuut lWaten dulhonzall0-1 o`Atlas Sian Industries. %c' C Jp,.ngh, xn1:s Drawing_ No. 00000 -0 -DET Sheet No. BOARD _-- Date_ _-PRE-MENU 00/0012013 Path_+ _ _ FL 1 city / site# PM_.. Drawn By B. Hodge UNDERNJRiTERS LABURA10MES INC. Elr.' ED Fwitnessed by my seal, I certify that the re and foundation meets or requirements of the 2010 FBC , brut,=140 mph 3/8";-r, ' 3 1/12" 3,18" typ 3/8" typ t'v ''i = 5'-2" 3 3/4" 3'-6 3/4" 1'-1 -p Weather proof disconnect switch in Side View with sealing boot Scale- 1" = 1'-0" Painted Black to match RAL 7021 (satin finish) oFront View Scale 1" = 1'-0" 1/2 wide neoprene gasket around inside ell .1 I -51 K+ _� a: ,:.. ,= o ° perimeter of filler sL_ o'.`. to `\,' :. X. je— _ s.. GE NliniMax 7100k LED's ° � Vertical Cross Section View Typical Weather proof r GE GEPS12 60 W Scale 3,14" = V-0" disconnect switch power supply with sealing boot Hingable with r,1 continuous piano hinge Y. .. "c...._.... G f Service Position- Section View Typ. W Scale 1 1/2" = V-0" t,upy, urievruns to oe routea out of aluminum face and backed with .125 translucent polycarbonate- white 3 7/8" 331/2" —� ,^ �4 3/8 dia. 1: —' grade 5 bolt with nut, flat & lock washers H I 1 i ll =� Installation Details- Section View TO, Framed Wall ' Scale 1 112" = 1'-0" T ffluminated Arrow Series Flush Mounted -RHI bin 1 3/8" typ o i 3/8" typ. t;.,r-, = 3 1/2" 3" t y Single faced backlit illuminated drive thru recall mounted cabinet signs. Applied 3M vinyl- Fabricate and install: White #3650-10 Cabinet to be fabricated from .090" Omrnl aluminum, painted Black to .125".,T„ match RAL 7021 M(satin finish), with Applied 3M vinyl- White #3650 - aluminum 10 end caps. back C1 Arrow Graphics and "DRIVE THRU" copy to be routed out of aluminum face and backed with 125",.., ,; translucent polycarbonate - White. Note: all polycarbonate elements to be at!ached to back of .. aluminum faces with welded studs. Cabinet to be welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in Side View assembly of internal components shall be coated to prevent WO Scale- 1" = 1'-0" corrosion. Internal structure shall be constructed as per approved shop drawings. 1D Graphic elements are internally illuminated using GE Tetra MiniMax 7100k LED system or Starbucks approved equal. Led's to be mounted sign back with self contained power supply. All electrical components are removable for service. Attach flush to wall. Anchor fasteners as required for existing wall structure. Support structure be constructed as per approved shop drawings and shall be integral to the sign cabinet. 3 7/8" 3" — �II I-7 m N 3/8"m:.°; dia. Hilti HLC-HX sleeve anchor with 1 1/4" 13: embedment Sign must meet all regulations in the National Electric Sign Code as well as any local or state codes As per NEC 600.6 sign is equipt with a service disconnect switch Sign must be listed as an Electrical Sign per Underwriters Laboratories UL48 and%or CSA and bear the appropriate UL, CUL, or CSA relevant certification marks Primary power by electrical contractor per NEC. 4 f: SI'USi� r& DT Illuminated Arrow Series Flush Mounted-RH - 62in 1575mm #XXXXX SIZO SP., �Ftl Volts r 62" (1575mm)—7.31 I— .679 120 - - 0.85 I. �- - Installation Details- Section View Typ. - Brick Udall Scale 1 112" = 1'-0" 'I iXXXXX° 1 8 . ) i� - I-7 m N 3/8"m:.°; dia. Hilti HLC-HX sleeve anchor with 1 1/4" 13: embedment Sign must meet all regulations in the National Electric Sign Code as well as any local or state codes As per NEC 600.6 sign is equipt with a service disconnect switch Sign must be listed as an Electrical Sign per Underwriters Laboratories UL48 and%or CSA and bear the appropriate UL, CUL, or CSA relevant certification marks Primary power by electrical contractor per NEC. 4 f: SI'USi� r& DT Illuminated Arrow Series Flush Mounted-RH - 62in 1575mm #XXXXX SIZO SP., �Ftl Volts r 62" (1575mm)—7.31 I— .679 120 - - 0.85 I. �- - Installation Details- Section View Typ. - Brick Udall Scale 1 112" = 1'-0" 'I iXXXXX° 1 8 . ) 3,/8" typ 3/8" typ 3/8", A. o 1 3 UL label �p Weather proof disconnect switch Aft Side View with sealing boot Scale 1" = Painted Black to match RAL 7021 (satin finish) Front View Scale, 1" = 1'-0" DIL 5'-2"t;s-,-,.) (31/2 wide neoprene gasket around inside `:,- a_, • _ _ _ Ta perimeter of filler°II .Ja L+, ".� _` r GE MiniMax 7100k LED's I Vertical Cross Section View Typical Weather proof r GE GEPS12-60 Scale 3/4" = 1' o' disconnect switch power supply with sealing boot Hingable with continuous j piano hinge ,r i. r. �1 Service Position- Section View Typ. Scale 1 1/2" = 1'-0" 3 7/8" 31/2" —T—• --../-- 3'-61 _ 3 3/4" a 1 /9" (76*- 3/8" typ 3/8" typ Copy: Chevrons to be routed out of aluminum face and backed with 125';3,,; translucent polycarbonate- white --C3 3/8";.s.,,,,, dia. grade 5 bolt with nut, flat & lock washers n. EO N Installation Details- Section View Typ.- Framed Wall Scale 1 1/2" OT fflu in ed Arco , Series lu l'l Mounted -LH - IBM 1 75mm A Side view Scale 1" = V-0" 4pplied 310 vinyl- Nhite #3650-10 125";.r aluminum back 3 � IT) 3 _ _ —.£. I.I - ._r.. a 3/8".,,:,,,:. dia. t Hilti HLC-HX sleeve anchor with embedment rff, i117 J I - �'i.� installation Details- Section View Typ. - Brick Wall Scale 1 1/2" = 1'-0" ( ) Single tared backlit Illuminated drive thru wall mounted cabinet signs. Fabricate and install: Cabinet to be fabricated from .090°(2mrn) aluminum, painted Black to match RAL 7021 M(satin finish), with Applied 3M vinyl- White #3650- 10 end caps. C) Arrow Graphics and "DRIVE THRU" copy to be routed out of aluminum face and backed with 125 translucent polycarbonate - White. Note: all polycarbonate elements to be attached to back of aluminum faces with welded studs. ° Cabinet to be welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in assembly of internal components shall be coated to prevent corrosion. Internal structure shall be constructed as per approved shop drawings. Graphic elements are internally illuminated using GE Tetra NliniMax 7100k LED system or Starbucks approved equal. Led's to be mounted sign back with self contained power supply. All electrical components are removable for service. Attach flush to wall. Anchor fasteners as required for existing wall structure. Support structure be constructed as per approved shop drawings and shall be integral to the sign cabinet. QSign must meet all regulations in the National Electric Sign Code as well as any local or state codes. As per NEC 600 6 sign is equipt with a service disconnect switch. Sign must be listed as an Electrical Sign per Underwriters Laboratories UL48 andlor CSA and bear the appropriate UL, CUL, or CSA relevant certification marks Primary power by electrical contractor per NEC DT Illuminated Arrow Series Flush Mounted -LH - 62in 1575mm #XXXXX r r r 62"(1575mm) 7.31 _--.675 i —120— 0.85— 6' 1.52mml halo -lit logo is first surface vinyl film -. 2-7" p87mm1 to match PMS 3425 on 318' 110mm) #7328 while polycarbona'e for push-thru I� 6" �] [•— 117/8" — ps2m 1 I I i352.:.m1 T-5 5/8" ;m==.rT; - --I41/4^ 108mm Street Side View Front Elevation View - GE GEPS12-60 power supply orequal GE Tetra MlniMax LEDs *or Starbucks approved equal �r�U..... i weatherproof Sonice access screws disconnea: switch with . - Liquid -Tight f scaring boo rigid conduit - Junction box - Junction box . Hmgeable face i (one side only) -T Vertical Cross -Section View, Tvo. Service Position View Store Side View Rear Elevation View i Cover opening for electrical — 6-^--� 1 112' 138mmt dia hole for elec:dcal conduit 1 7/8' 122mml dia hole for 314' ltsmml anchor bolts Section View at Anchor Detail (base cover removed for clarity) Sign Specifications: Cabinet: • Fabricated .090" [2mm] aluminum housing painted black to match RAL 7021 with white end caps as shown • Directional copy and chevrons backed up with 125" [3mm] #7328 white polycarbonate. Siren logo is 6" [152mm] diameter, 3/8" [comm] #7328 while polycarbonate routed to push thru aluminum face. Decorate logo with 1st surface computer cut vinyl film to match PMS 3425. Edges of push thru logo are to be polished All polycarbonate face elements to be attached to aluminum face panel with weld studs. • Interior aluminum surfaces of sign cabinet to be painted white with Lacryl Starbrde. Welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in the assembly of internal components shall be coated to prevent corrosion. • Internal structure of cabinet shall be per approved shop drawings. • Graphic elements are internally illuminated using GE Tetra MiniMax LED system or Starbucks approved equal. LED's to be mounted on an internal baffle with self-contained power supply. All electrical components are removable for service. Support: • Supporting structure will be all welded aluminum tube and channel construction painted black to match RAL 7021 as per approved shop drawings and shall be integral to the sign cabinet. • Base tube will be constructed so that it can be retro-fittable to existing sign foundations All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. Regulatory: • Sign must meet all regulations in the National Electric Code as well as any local or state electrical codes. As per NEC 600 6, sign is equipped with a service disconnect switch. • Sign must be listed as an Electric Sign per Underwriters Laboratories UL48 andlor CSA and bear the appropriate UL, CUL or CSA relevant certification marks. • Primary power by electrical contractor per NEC. 00. uL r u& These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which Is the owner of the copyright in thiswork. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. This drawing is a Design Development Document Site specific modifications made under the responsible charge of the Architect and/or Engineer -of -Record will be required prior to using this document for Bidding. Permitting, or Construction. Vcilts� Amps. 46" (1168mm) 1.51 9.90 120 0.85 1 Figured as illuminated center part 2 Figured as complete 91 linage ..,�._�,,r.r'-ms s:- i_ A7,= Starbucks does not manufacture the item(s) drawn or specified. Incorporation of design item is to be coordinated with item supplier and Architect andfor Engineer -of -Record. Manufacturer's name and contact information clearly visible on finished item. All items manufactured to final engineering specifications, provided by Architect of Record. �I 4 1/4' STREET VIEW .090' ALUM. FILLER PAINTED BLACK d WHITE AS SHOWN PAINT TO MATCH RAL 1021 BLACK PAINT WHITE PAINT TO MATCH RAL 1021 BLACK LABEL DISCONNECT SWITCH W/ SEALING BOOT Cn 3/8' CLEAR POLYCARBONATE FOR PUSH-THRU HALO -LIT LOGO (POLISHED EDGES). IST SURFACE GREEN VINYL LOGO TO MATCH PM5 3425. VINYL TO EXTEND TO EDGE OF POLY FACE. 2ND SURFACE APPLIED WHITE DIFFUSER. ®®® 2'-1' n I I '_� OPEN I I'-5 5/8' 1 ELEVATION LM OVER .090' ALUM. FACES TURN / PAINTED TO MATCH .090' ALUM. TOP A BOTTOM RAL 1021 BLACK I-5 3/I6' FILLER PAINTED TO MATCH I —r RAL 1021 BLACK PAINT WHITE -'-- PA INT TO MATCH ®® ® RAL 1021 BLACK C5 3460 ALUM. CHANNEL PAINTED TO MATCH RAL 1021 BLACK 0.063' ALUM. BASE COVER PAINTED TO MATCH RAL 1021 BLACK GRADE ° ---I 41/4' STORE VIEW .090' ALUM. FILLER PAINTED BLACK 8 WHITE AS SHOWN NOTES: I. Design is based on SO mph 3 second Cust design wind speed per iBC 2006. ategory ll, Exposure C. 2. Support members sha I I be free from defects. Aluminum shapes shall be extruded from 6061-T6 alloy. Aluminum plate shall be fabricated from 5052-H14 alloy. Aluminum sheet shall be fabricated from 3003-H14 alloy. 3. Structural fasteners sha I I be zinc coated A301 unless otherwise noted. 4. Aluminum welds shall be made with 4000 series filler bg persons qualified in accordance with AWS standards within the past two years. 5. This design is prototypical and should not be used for site specific applications unless reviewed and deemed suitable for use at that site bg a competent Professional Engineer. ALL EXPOSED FASTENER HEADS SHALL BE PAINTED TO MATCH THE EXTERIOR CABINET FINISH ®® GRAPHICS ON REVERSE SIDE M 0.090' ALUM. FILLER WELD TO TUBE I I/2'x3/4'xl/8' ALUM. TUBE .090' ALUM. FILLER B 0.125' 01328 WHITE POLYCARBONATE "10 ALUM. WELD STUD W/ NYLON LOCKNUT 8 WASHER HINGED FACE TUBE TO C TUBE, TYP. 1 A ' �0.090'x3/4'x3/4'xl' I I LONG 125"xl'x3/4' FABRICATED i FABRICATED ALUM, ANGLE 2'x2'x17m\\_48 ALUM. ANGLE. WELD TO TUBE ALUM. WELD TO FACE I e BOTTOM AND CHANNEL a I FLAT HEAD COUNTERSUNK TOP. (4) REQ'D 6 1' LONG i THREAD ROLLING SCREW, TYP. AND (2) REQ'D 0 2' LONG 1 I FILLER i NON -HINGED FACE SHALL BE WELDED I I I I TOGETHER I I I 1 INTERIOR TO BE PAINTED LACRYL STARBRITE WHITE. I I I I UL 0.090' ALUM. FILLER WELD TO TUBE I I/2'x3/4'xl/8' ALUM. TUBE .090' ALUM. FILLER B 0.125' 01328 WHITE POLYCARBONATE "10 ALUM. WELD STUD W/ NYLON LOCKNUT 8 WASHER HINGED FACE TUBE TO C TUBE, TYP. 1 a 30' LONG PIANO HINGE, ADHERE TO FILLER d FACE W/ LORD 0406/19 STRUCTURAL ADHESIVE (CENTER ON FILLER) 5' .090' ALUM. FILLER -7---------------------- i i I I I ' I I I I I I I I I I I I -------------- I I I I I I I I I I I I SECTION A -A 1/4' FLAT HEAD COUNTERSUNK SCREW W/ RIVET -NUT, TYP. I I/2'x3/4'x1/8' ALUM. TUBE 11/2'x3/4'x1/8' ALUM. TUBE, NOTCH TO CLEAR CHANNEL® 0.090' ALUM. FACE WELD TO FILLER 2'xl/2'xl/8' ALUM. CHANNEL WELD TO TUBE 0.125'01328 WHITE POLYCARBONATE 010 ALUM. WELD STUD W/ NYLON LOCKNUT d WASHER (BEYOND) 1/8' TUBE TO 1/8' ►� \CHANNEL. TYP. 2'x2'xl/8' ALUM. TUBE CS 3x1.60 ALUM. CHANNEL NOTCH FOR 2'x2' TUBE a I A ' �0.090'x3/4'x3/4'xl' I I LONG 125"xl'x3/4' FABRICATED i FABRICATED ALUM, ANGLE 2'x2'x17m\\_48 ALUM. ANGLE. WELD TO TUBE ALUM. WELD TO FACE I e BOTTOM AND CHANNEL a I FLAT HEAD COUNTERSUNK TOP. (4) REQ'D 6 1' LONG i THREAD ROLLING SCREW, TYP. AND (2) REQ'D 0 2' LONG i I FILLER i NON -HINGED FACE SHALL BE WELDED I I I I TOGETHER I I I 1 INTERIOR TO BE PAINTED LACRYL STARBRITE WHITE. I I I I ® .125"A'x3/4' FABRICATED ALUM. ANGLE. 1'-5 3/16' WELD TO TUBE ® BOTTOM AND CHANNEL ® TOP. (4) REQ'D ® 1' LONG AND (2) REQ'D B 2' LONG I ® FABRICATED JUNCTION BOX I IGS 3x1b0 I W/ LIQUID -TIGHT RIGID CONDUIT ' i ALUM. CHANNEL TUBE TO\_�I/8-'n CHANNEL, TYP. I� I I 0.090'x3/4'x3/4'x1' LONG I I ® FABRICATED ALUM. ANGLE FABRICATED JUNCTION BOX WELD TO FACE I I I I W/ LIQUID -TIGHT RIGID CONDUIT I I I I CONDUIT 08 FLAT HEAD COUNTERSUNK CONNECTOR THREAD ROLLING SCREW, TYP. 2'x4'x3/16' ALUM. BASE TUBE ------- -------------- a 30' LONG PIANO HINGE, ADHERE TO FILLER d FACE W/ LORD 0406/19 STRUCTURAL ADHESIVE (CENTER ON FILLER) 5' .090' ALUM. FILLER -7---------------------- i i I I I ' I I I I I I I I I I I I -------------- I I I I I I I I I I I I SECTION A -A 1/4' FLAT HEAD COUNTERSUNK SCREW W/ RIVET -NUT, TYP. I I/2'x3/4'x1/8' ALUM. TUBE 11/2'x3/4'x1/8' ALUM. TUBE, NOTCH TO CLEAR CHANNEL® 0.090' ALUM. FACE WELD TO FILLER 2'xl/2'xl/8' ALUM. CHANNEL WELD TO TUBE 0.125'01328 WHITE POLYCARBONATE 010 ALUM. WELD STUD W/ NYLON LOCKNUT d WASHER (BEYOND) 1/8' TUBE TO 1/8' ►� \CHANNEL. TYP. 2'x2'xl/8' ALUM. TUBE CS 3x1.60 ALUM. CHANNEL NOTCH FOR 2'x2' TUBE a I ®1/32' MAX .OW' ALUM. FACE WELD TO FILLER `-I 1/2'x3/4'xl/8' ALUM. TUBE 3/8' CLEAR POLYCARBONATE FOR PUSH-THRU HALO -LIT LOGO (POLISHED EDGES)zL 5 15116' 1 1/4' ® 11/2'x3/4'xl/8' ALUM. TUBE, NOTCH TO CLEAR CHANNEL FABRICATED ALUM. ANGLE WELD TO FACE WELD TO TUBE 6 BOTTOM AND CHANNEL a TOP. (4) REQ'D a I' LONG AND (2) REQ'D 6 2' LONG POLYCARBONATE FACE TO FLUSH WITH OUTSIDE EDGE OF END FILLER ON CHEVRON END ONLY. END FILLER TO BE NOTCHED AROULD POLY FACE LEAVING FACE EDGE EXPOSED ON END VIEW, 0.125' 01328 WHITE POLYCARBONATE ® SECTION B -B ®1 I/2'x3/4'xl/8' ALUM. TUBE A, WELD TO TUBE FABRICATED (HEMMED OR E(2UIV-) DOUBLE THICKNESS END FILLER AT CHEVRON CUT ONLY TYP—/ 10 ALUM. WELD STUD W/ NYLON LOCKNUT a WASHER—, O90' ALUM. HINGED FACE .090' ALUM. FACE WELD TO FILLER .090' ALUM. `—CS 3x1:60 ALUM. CHANNEL HINGED FACE NOTCH FOR 2'x2' TUBE 1. 1 ®® EXPOSED LIQUID -TIGHT RIGID CONDUIT 8 CONDUIT CONNECTOR PAINT BLACK TO MATCH ALUMINUM CHANNEL C COVER OPENING WITH 0.090' ALUMINUM PLATE. COVER IS TO BE SEALED WITH NEOPRENE GASKET. ATTACH W/ (4) % FLAT HEAD CS THD ROLLING SCREWS 51/8' . 5 3/4' I --- i REMOVE TOP WALL OF TORSION TUBE AT THIS LOCATION ONLY LEAVING PULL BOX AND ANCHOR BOLTS ACCESSIBLE l 1/4' 6' 5 3/4' /��/: / o I'-5 3/16' CS 3x11o0J 0.090' ALUM END PLATES TYP. 11/2' DIA. HOLE l/8' DIA. HOLE FOR ALUM. CHANNEL WELD CONT. TO TUBE WALLS ®0 SECTION D -D, FOR ELECT. ENTRANCE EXISTING 3/4' ANCHORS (COVER PLATE REMOVED FOR CLARITY) CS 3x1:60 CONDUIT CONNECTOR TYPICAL LIQUID -TIGHT RIGID CONDUIT 8 CONDUIT CONNECTOR "x3/16' ALUM. iE TUBE. TOP WALL iOVED AS INDICATED Vx4'x3/16' ALUM. BASE TUBE SECTION THRU PULL BOX ALUM. CHANNEL 0090' ALUMINUM SHEET CNC ROUTED CS 3xL60 COVER OPENING WITH 0.090' ALUMINUM FACE PLATE AND END PANELS TO ALUM. CHANNEL COVER. COVER IS TO BE SEALED RECESS INTO AND WELD TO ALUM. WITH NEOPRENE GASKET. ATTACH W/ CHANNEL � (4) % FLAT HEAD CW S THD ROLLING SCREWS WELD ALUM END PLANES WELD CONI. TO CHANNEL EXPOSED LIQUID -TIGHT RIGID CONDUIT a CONDUIT CONNECTOR PAINT BLACK TO MATCH ALUMINUM CHANNEL J EXPOSED LIQUID -1 RIGID CONDUIT 8 COT CONNECTOR PAINT B1 TO MATCH ALUMINUM CHA JUNCTION BOX CONSTRUCTION DETAIL (COVER PLATE REMOVED FOR CLARITY) 08 FLAT HEAD COUNTERSUNK THREAD ROLLING SCREW, TYP. 1'-5 5/8' ---L-----------_------_-----------J--- ----------------i I CS 3xIb0 ALUM. CHANNEL 0063' ALUM. END CAP WELD TO BASE COVER 0.125' ALUM. END CAP I WELD TO BASE TUBE I I - - - - - - - - - - - - - -------- -- ---1'— — 1/8' DIA. HOLE FOR 2'x4'x3/16' ALUM. LIQUID -TIGHT RIGID CONDUIT EXISTING 3/4' ANCHORS BASE TUBE TO FABRICATED PULL BOX ®® BASE COVER ELEVATION ® 0VI/13 GWALaGOFOLTTOQ.EAf;,DRWCIEYFALE MI88 ATTACH COVER PLATE TO FACE PLATE WITH (4) % FLAT HEAD CS THREAD ROLLING SCREWS SEALED COVER PLATE OVER CNC ROUTED FACE PLATE. WELD FACE PLATE TO CHANNEL JUNCTION BOX TOP VIEW ATTACH COVER PLATE TO FACE PLATE WITH (4) % FLAT HEAD CS THREAD ROLLING SCREWS SEALED COVER PLATE OVER CNC ROUTED FACE PLATE. WELD FACE PLATE TO CHANNEL ® TYPICAL SECTION 0063' ALUM. BASE COVER .'x4'x3/16' ALUM. BASE TUBE ® ATTACH POWER SUPPLY W/ (2) 1/4-200 LONG MACHINE BOLTS, GE PGEP512-60 LED HEX NUTS AND LOCK WASHERS—, POWER SUPPLY Q 085A L W/ SEAL INCs BOOT LIQUID -TIGHT RIGID CONDUIT / FROM JUNCTION BOX J C — ®® ELECTRICAL ELEVATION C •r L ®® GRAPHIC LAYOUTS 81/8, - 1-1/16' '2,vin'xl/A' Al roti rijANNFl 0.125' ALUM. LED PANEL - FABRICATE IN (2) HALVES. ATTACH TO ANGLE CLIPS W/ 08 THD ROLLING SCREWS GE TETRA MINIMAX #GEMMII-1 110M WHITE LED (2(o REQ'D PER SIDE) ONLY STARBUCKS APPROVED EQUAL TO BE USED FOR SUBSTITUTION .125"xl'x3/4' FABRICATED ALUM. ANGLE. WELD TO TUBE 0 BOTTOM AND CHANNEL STOP. (4) REQ'D 9 1' LONG AND (2) REQ'D 9 2' LONG 08 PAN HEAD THD ROLL ING SCREW, TYP. 13/16'-1 f --- FT :7 C ,It SECTION E -E 1st SURFACE GREEN VINYL LOGO TO MATCH PMS -3425 EXTEND TO EDGE OF LOGO FACE .090 ALUM FACE PANEL 2ND SURFACE WHITE DIFFUSER FILM. EXTEND TO EDGE OF FLANGES 3/8' CLEAR POLY- CARBONATE LOGO FACE WITH POLISHED EDGES LOGO DECORATION DETAIL I L E BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER Building ,L Plumbing ❑ 3933 KITSAP WAY STARBUCK'S - NEW LOGO SIGN TO SOUTH SIDE OF BLDG Mechanical [] Alarm/Sprinkler This Placard must be posted on or near building and the Permit & "Approved" plans must be at the site. Permit # BB12 00333 Call the followina Aaencv Teleohone Numbers for inspections: Building Department Inspections Call: (360) 473-5870 WATER - Public Works - Water: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 HEALTH - Kitsap Co. Health District: (360) 337-5285 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 415-4000 L&I - Electrical Final Inspection Final Inspection - Building � S . M._ - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Approved Date If�IS- Notes FINAL BUILDING (360) 473-5870 All of the above must be approved. Occupancy approval for SFR only - Commercial 6Q rr structures require a separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENTAPPROVAL PROTECT THIS CARD FROM THE WEATHER Print Parcel Search Map t i j http://kcwppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP?CMD=S... Kitsap County Parcel Search DISCLAIMER This map is intended for display purposes only and is not intended for any legal representations. [Click here to Print] Legend Parcels Road Names RECEIVED City of Bremertoa JUL 10 2012 Department of Community Development 1 of 1 7/9/2012 8:02 AM Bremerton 0 2012 tment of Development PERMIT CENTER COMMERCIAL. Building Permit Application Deparnnent of Community Development ' 34.5 - 6th Street, Suite 600 ' Bremerton, WA 98337-1873 (360) 473-.5275 " Fax (360) 473-5278 ' vvvAv.ci.brcmcrton.vva.us Applicant: Owner Contractor ✓ Authorized Aunt ✓ Business Name: Site Address: To apply for a property address, contact PJblic Works at 3 CONTRACTOR: HANSON SIGN CO. OWNER• LL Address: P.O. BOX 928 Address: City, State, Zip: SILVERDALE, WA 98383 City, State, Zi : VMU License # & Exp. Date: HANS01221J1 5/8/ Phone #: 5 aJ 0 Contact Name: SONNIE MAYER Authorized Agent Name: CONNIE MAYER Contact Phone #: 360 613-9550 Address: P.O. BOX 928 Email address: CONNIE.MAYER@WAVECABLE.COM City, State, Zip: SILVERDALE, WA 98383 Tax ID/Parcel #:378 3 — Phone #: (360 )613-9550 Sewer Septic lEmail address: CONNIE.MAYER@WAVECABLE.COM What is the application for?. (Please check) ' FTNew Construction Alteration Addition NEW COMMERCIAL FITENANT IMPROVEMENT WITH WORK COMMERCIAL REMODEL ❑ TENANT IMPROVEMENT WITHOUT WORK COMMERCIAL ADDITION NEW SIGN COMMERCIAL REPAIR GRADING (Cubic Yards: ) 8 NEW MULTI -FAMILY REROOF DEMOLITION[_] Interior Exterior" Q Foundation Wall— E—1 Roof / Section— ** Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. MOTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? []YES ]�J NO of work proposed: Square Footage: Building: Construction Type: Valuation Plan Review Fee Permit Fee Surcharge Tonal//Fees .21f70 ��0 n 2"'0 - Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application affel expiration, theapplica shall resubmit plans and pay a new plan review fee. Ila /12 '0.4 17 pplicant's Signature Date Rev. July 2008 3929 Kttsap Way, Bremerton, WA - Google Maps CHANES MUST BE APPROVED PRIOR M PERFORMING WORK SUBJECT TO E€1EL0 0NSP:—:!�`Ta0N http://maps.google.com/maps?hl=en&tab=wl To see all the details that are visible on the screen, use the "Print" link next to the map. Validity of permit, Tho 1880CtAo© ©F granting of a permit hall not be construed to be a permit for, or an approval any viol on of the provisions of the International odes t:^•er ordnance of the City of Bremerton. Perrrgit esuming to give authority to violate or cancel t e ons of the International Codes and 5tinances of the C4 of Bremerton shall not be valid. IBC 105 & IRC 105 ?j P1 s incl d Lateral erUc eng nemne documents at must remain ate; to approved plans. MUST COMPLY WITH ALL WASHINGTON STATE CODES 7� 8y' Q CS 1 of 1 7/9/2012 7:50 AM E b From Ylew Scale 1/2" = 1'-0" Power Supply A 67'-0" (20.422mm) SPECIFICATIONS: Quantity( Q Single faced internally illuminated wall mount logo disk. Cabinet to be 3"(75mm) deep, fabricated aluminum sidewalls and back Paint cabinet black polyurethane. Faces to be 3/16"(5mm) Acrylrte 015-2GP. 2"(5ore.) black trim cap with square head screws retainer edging. Graphics of logo to be 1 st surface 3M Translucent Scotchcal vinyl- Holly Green #3630-76. Siren to show thru White. Q Internally Illuminate logo disk with LumificienI7 white LED's installed to back of disk. Power with Lumificent" power supply contained with an U L. enclosure remote behind wall Fasten to wall with required fasteners. Sign must be approved by the National Electrical Code, Underwrhers Laboratory, CUL, and all appllcable local codes Disconnect switch In prlmary to be within sight of sign (sign Includes power supply enclosure) REF NEC 110.3[8] 600.2, 600.4 Primary electrical source 1/21(13mm) conduit minimum) REF NEC 600-6. 600-21 (provided by Installer). 12'-0" E (3658mm) 12-0" (3658mm) (3353mm) 12'-0" N (3658mm) c 12'-0" E g` (3656mm) ~ 8'-0" (2438mm) W LED Detail Scale 1/2" = V-0" s mi channel returns 2%o 2';smm) trim cap edachetl to relums with square head scre Discpnnem switch LED illumination Remote Power supply UL approved Power supply tiox graphics 063 alur A Disk Section View ryp. NTS i 1/2"(89mm)0.c m) typ• 3' II � Section low Scale: 1/2" = V-0" Aluminum return Counter sunk screw — 2"(5omm) trim cap i l 3/16"(smm) Acrylrte oEnla. 3!d Detail Scale: 3" = 1,0" "Side Vlew Scet�7 e. 1/p" = V -0 - RECEIVED City of SremerW]k JUL 10 2012 Department of Community Development — 3/e� x O/� 1 f faS�P [�► Q lis i � �o rvooc� Disk 601n 11524..) S/F Illuminated Flush Mounted Wall Sign EVOLVED Size rVolts 60'(1524mm) 19.62 1.82 128 Design 64 TN -eq .__ .B _..__ __—._ �. _...._.—__... ...__. ._... _.__....—. ..—_...—_.� ._.._.. ..—....._. ._..� ID 13166 _ 11 50' Illuminated logo dlok align with height of existing logo on west elevation — I -i 17' '- 1 iI F nSouthh Elevation FIRST FLOG. R � 0—' �T EXTERIOR ELEVATION NOTES A OENERNc CTORTD COCWDrIATEANO a EDME MONADS P6TALUnONNiTNn aDNAOE mM ORPRDVIDRO A WWM 6o1FD.lNG No= OF AWEM Aro 1 NEEIT PRIOR T06DEWID DATE OF WaTA .A11M. BiNEGLTpi m6TPUCIION NNIOERTO MMI). GENERAL WATRACTOR VTMK WGWE COMRAGTOR OOMACTNFORMTIM BOENERN COLOCRO.CMFURORM MAIDLL 6AUELATEICALCAMM NCLUDIRGALL CMDW. WMECTIOM. D BREAKER AT PAHELBOARD ¢EOESSArc To SERVE I M9IfiE O.OENER4 CONTRACTOR TO PROVIDE FM MATED WOOD BTW eu)D G OAED.AU.ERTTO EIDPMRT SIGNAGE. GMGNADE WNIRACTOI MINIVExFVM1E ANDLl1GMAa NII' AND PROVIDE 6HOP —G(Sr ORT FAIRCA WIN LNpIOPD ND PRONDE6NOPDRNMNO A1. io FABNO�na4 i0 RAPfiLgN DF90NER FMd ANNWK E SMOG. CONTRACTOR To NFALL MAN N CDR CE WIM IDOA COEDS 4 OBTAA PFaARTAND LAWORD APMIOVAL F saxAaE raxmAt.TaTO MpPLraIDP Muvala6ro 6TMUCKB CGAB W IDnDN M VIDDA AYD TO ME oETFJII GONRICTMRABXEEDED WEINLCaVTRACTORTONOn" STARKM CONGTRIICnDNNNILER WWEDLAMIMSHOP MANAGE OR RefA W IDN e A DOMFPNLY'MIN 6TARBIIM ARWTECMILOUNTNDa a MARAL OONtRALTOR TO MEW. PATMI FAD REPAIR EAI..TAO MfIDBM1 ARREa6Ea H.6EE 61W NDt FOR 6CHMLU3 SHEET NOTES 1 PRMJDE 6'xGM MACNAOi1'ID 6TME ADrrFe. oN m •+ua o s 0�� Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 95734 206)31 8-`1575 Tn-DmWA wdte.WC en eo t—w""D—.- •.b --W of BIPlww coerce°^ TMrand,br e. .•p. d M NM• a W PN). NsrM eM1W4d Irma or u.d h •er mrwr m m w INWo• SIF a.ba•eea b nr pmlad WMoul Wr PrI> vWllon PwrrN of eRreum ceFPentlm TI•u emw D.,1aeetl6Talb,am inanW b tlor•(.Won I. u6laalb eRr aal6tl Fnyl:me � Seem MAAd m•Yaoe4? . NeawlrRr arrF MR•NY ob6B•6Pe Yeegrbma onar IaeaM a• al•La4 coeval umu •.nll.n •orwnam r e6M eeeRme I>y eon Irma Architect of RamM R:Freiheit & Ho architects d C m Q is C 0 co Z N C aM0 N > °f > n c �a J 3 a.2 aim Stas fJ• T.S D. Project Fh 53455-001 Carr[ M.S Peleea—5-14Na0 FORGED la•ua Del oMOM?o,1 Deep, Men TORI TTIAMEB LEED®M TO,— W 9— TOW Exterior Elevations sod. A.IntlkalW 9Nee1 NunipT A-402 CITY OF BREMERTON PERMIT NUMBER: B1312 00333 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 08/09/2012 345 - 6th Street, Bremerton, WA 98337 (360)473.5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-012-0006 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: HANSON SIGN CO PHONE: (360) 613-9550 ADDRESS: PO BOX 928, SILVERDALE, WA 98383 LENDER NAME: PHONE: ADDRESS: SUBMITTED: 07/1012012 APPROVED: 08/08/2012 EXPIRATION: 02/05/2013 STATUS: ISSUED VALUATION: $2,100.00 Sign Permit Building Permit $80.00 2211 STARBUCK'S - NEW LOGO SIGN TO SOUTH SIDE OF BLDG Plan Review Fee $52.00 16.4580 Building Code Edition: State Surcharge $4.50 0236 Occupancy Group: TOTAL FEES: $136.50 Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337.5285 Lft Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473.5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor. I certify that I am exempt from the requirements of the Slate Contractor's Registration Law under Section 3. Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the conditions of this permit Including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR ` AGENT: / Q PRINTED NAME: e Y DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. n �,' l 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit V/►�y inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and _plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 11. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has ,,� ) passed with no activity. 1✓/! v 12. (LU12) Signs must comply with BMC 20.52. A separate permit is required for any additional signs. 14. (LU25) Signs may be illuminated directly, indirectly, or internally, provided the lighting is directed A away from other land uses, and away from on -coming traffic. Page 1 of 2 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345.6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB12 00333 DATE ISSUED: 08/09/2012 ASSESSOR NUMBER: 3783-008-012-0006 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: HANSON SIGN CO PHONE: (360) 613-9550 ADDRESS: PO BOX 928, SILVERDALE, WA 98383 LENDER NAME: PHONE: ADDRESS: SUBMITTED: 07/1012012 APPROVED: 08/08/2012 EXPIRATION: 02/05/2013 STATUS: ISSUED MINIMUM INSPECTIONS REQUIRED To request an Inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. L&I - Electrical Final Inspection Final Inspection - Building Page 2 of 2 Print Parcel Search Map Kitsap County Parcel Search DISCLAIMER: This map is intended for display purposes only and is not intended for any legal representations. [Click here to Print] Page 1 of 1 Legend Parcels Road Names http://kcwppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP?CM... 8/28/2012 Kitsap County Assessor's Property Report Page 1 of 1 Property Report Tax Account No. Process No. Situs Address 766-001-006-0000 1446632 133 11TH ST Pro e Class: 111- Single family residence Parcel Information Tax Code Area: Jurisdiction: Sec-Twp- Rng: Neighborhood: ooio BREMERTON 14 24N lE 7100541 Taxpayer Information go Buildings: View Rating: Zoning: Last Inspected: Acres: Status: Name: ITHOMAS ROBERT & MARCIA Mailing Address: 12133 11TH ST BREMERTON WA 98312 3848 A - Active http://kcwppub2.co.kitsap.wa.us/pls/ilisw/lis.online_lis_info_pkg... 8/28/2012 BUILDING PERMIT 3933 KITSAP WAY INSPECTION CARD STARBUCK-S - NEW DRIVE-THRU SIGN ON SOUTH WALL PROTECT THIS CARD FROM THE WEATHER Building Plumbing Mechanical Alarm/Sprinkler [] This Placard must be posted on or near building and the Permit & "Approved" plans must be at the site. Permit # BB 12 00445 POST ON SIVE Call the followinq Agencv Telephone Numbers for inspections: Building Department Inspections Call: (360) 473-5870 WATER - Public Works - Water: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 HEALTH - Kitsap Co. Health District: (360) 337-5285 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 415-4000 - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection Approved Date Notes Final Inspection - Building - Lb FINAL BUILDING (360) 473-5870 All of the above must be approved. ,r,` `� 1-2— ZOccupancy Occupancyapproval for SFR only - Commercial structures require a separate Certificate of Occupancy. DO NOT OCCUPY BUILDING W11 HUU I BUILVENLY UhrAKIMEIN It ^rrnvvr+i. PROTECT THIS CARD FROM THE WEATHER Print Parcel Search Map 1 of 1 http://kcwppub3.co.kitsap.wa.us/Parce]Search/PRINT.ASP?CMD=S... Kitsap County Parcel Search [Click here to Print] 8/27/2012 8:31 AM 3929 KIsap Way, Bremerton, WA - Google Maps littp://niaps.google.com/Tnaps?hl=en&tab=wl I To see all the details that are visible on the screen, use the "Print" link next to the map. RIUMMM.M.—M� 1 of 1 7/9/2012 7:50 AM 7-1 t;4) J�K '41 r littp://niaps.google.com/Tnaps?hl=en&tab=wl I To see all the details that are visible on the screen, use the "Print" link next to the map. RIUMMM.M.—M� 1 of 1 7/9/2012 7:50 AM F—� I - (leuV dry v e, �.� �T` �o ve✓ - - r O O r Q i — I -- -- --- -- -- - i ti FIRST FLOOR OSouth Elevation — – — --- — – — — ---- -- – -- — – — EXTERIOR ELEVATION NOTES . ; �w, ,vlrR•c�l w ro mxdwa ua f rmlr. sE:vrE .,mR.4r,R R.,.ofA. w,.ERA wlfev.E.`s n�.,'R--�,%Iv,EF,l�q �f�neER • rCxwlrvecYlLF rDvmn:rpa W CGRr•L p�W[U,fP.[ eou:0ulrfO`11E1, mRE CW.ft'1C10 uA eIExERx' R•da• 9u>J.ECE95W v : p SLNE sG W Of d➢CE ORidMi.EVr-OwrJ+F� ..mR• eJVM1V�tiPA -rws.+u_vEasr ss•o'-am.uw'riwo oEylnvcw P- CR--- ro nMwexs - .rAvroR�ro wsmE slPueE x ccwArE m>w .eu- m2a N cerw rcAUIr.wD �.0>tF] •rrw'�,LL c Fwm+.iroR roeaRE• slrnouwxa n rsuleuusca,;;xx^cuI �d:ru ro-.moamu ov,R.c+muwE�n o: rwm.ca�s1°irrs� seMM.va�d50� M:v]elwu•felEtllv-v n�isxvnml5r•F�XYS i. n�unia-IucnnmoFu...r„wo�v.wvs+xe - sEEs»<FI Imp =aRsxaxrs SHEET NOTES 0 I RI- 12El114e.WtA:Rnis-as¢1mdEmO— Key.Plan e � Starbucks Coffee Company 2401 Mh Avenue South S,sWe. Washingmn 98134 208 316-15]5 Ieu drxvpilW �r�.ek lnrwY Pw•nvA :I.ry mwF rcl x C.^yu.m °�;,»n�ryw�enemm mll<�� weew�wm Arohlbct W R—d ReFreiheitha Ho arccts M Z N C m ca � m M cc n � 00 c / ' Dai N se ._ Lk Y o°i do Y SWI 0 TBO P'I., 53488-001 EEoe I M' f � Exterior Elevations A-002 ; 4� 9 � T t. Lc � Imo' I: �Fa I OEastElevation F _—-- EXTERIOR ELEVATION NOTES . ; �w, ,vlrR•c�l w ro mxdwa ua f rmlr. sE:vrE .,mR.4r,R R.,.ofA. w,.ERA wlfev.E.`s n�.,'R--�,%Iv,EF,l�q �f�neER • rCxwlrvecYlLF rDvmn:rpa W CGRr•L p�W[U,fP.[ eou:0ulrfO`11E1, mRE CW.ft'1C10 uA eIExERx' R•da• 9u>J.ECE95W v : p SLNE sG W Of d➢CE ORidMi.EVr-OwrJ+F� ..mR• eJVM1V�tiPA -rws.+u_vEasr ss•o'-am.uw'riwo oEylnvcw P- CR--- ro nMwexs - .rAvroR�ro wsmE slPueE x ccwArE m>w .eu- m2a N cerw rcAUIr.wD �.0>tF] •rrw'�,LL c Fwm+.iroR roeaRE• slrnouwxa n rsuleuusca,;;xx^cuI �d:ru ro-.moamu ov,R.c+muwE�n o: rwm.ca�s1°irrs� seMM.va�d50� M:v]elwu•felEtllv-v n�isxvnml5r•F�XYS i. n�unia-IucnnmoFu...r„wo�v.wvs+xe - sEEs»<FI Imp =aRsxaxrs SHEET NOTES 0 I RI- 12El114e.WtA:Rnis-as¢1mdEmO— Key.Plan e � Starbucks Coffee Company 2401 Mh Avenue South S,sWe. Washingmn 98134 208 316-15]5 Ieu drxvpilW �r�.ek lnrwY Pw•nvA :I.ry mwF rcl x C.^yu.m °�;,»n�ryw�enemm mll<�� weew�wm Arohlbct W R—d ReFreiheitha Ho arccts M Z N C m ca � m M cc n � 00 c / ' Dai N se ._ Lk Y o°i do Y SWI 0 TBO P'I., 53488-001 EEoe I M' f � Exterior Elevations A-002 t. Lc 4- Ise 60' Irurmzd bec dsF_.._ .. ._. C—, by LL v,dwen Wing lyU EXTERIOR ELEVATION NOTES . ; �w, ,vlrR•c�l w ro mxdwa ua f rmlr. sE:vrE .,mR.4r,R R.,.ofA. w,.ERA wlfev.E.`s n�.,'R--�,%Iv,EF,l�q �f�neER • rCxwlrvecYlLF rDvmn:rpa W CGRr•L p�W[U,fP.[ eou:0ulrfO`11E1, mRE CW.ft'1C10 uA eIExERx' R•da• 9u>J.ECE95W v : p SLNE sG W Of d➢CE ORidMi.EVr-OwrJ+F� ..mR• eJVM1V�tiPA -rws.+u_vEasr ss•o'-am.uw'riwo oEylnvcw P- CR--- ro nMwexs - .rAvroR�ro wsmE slPueE x ccwArE m>w .eu- m2a N cerw rcAUIr.wD �.0>tF] •rrw'�,LL c Fwm+.iroR roeaRE• slrnouwxa n rsuleuusca,;;xx^cuI �d:ru ro-.moamu ov,R.c+muwE�n o: rwm.ca�s1°irrs� seMM.va�d50� M:v]elwu•felEtllv-v n�isxvnml5r•F�XYS i. n�unia-IucnnmoFu...r„wo�v.wvs+xe - sEEs»<FI Imp =aRsxaxrs SHEET NOTES 0 I RI- 12El114e.WtA:Rnis-as¢1mdEmO— Key.Plan e � Starbucks Coffee Company 2401 Mh Avenue South S,sWe. Washingmn 98134 208 316-15]5 Ieu drxvpilW �r�.ek lnrwY Pw•nvA :I.ry mwF rcl x C.^yu.m °�;,»n�ryw�enemm mll<�� weew�wm Arohlbct W R—d ReFreiheitha Ho arccts M Z N C m ca � m M cc n � 00 c / ' Dai N se ._ Lk Y o°i do Y SWI 0 TBO P'I., 53488-001 EEoe I M' f � Exterior Elevations A-002 41/2" 6'-0"(1829mm) _ (114mm) 1 "(25mm) Side View Scale: 1" = 1'-0" ft Front View Scale: 1" = V-0" '`_,117\`. Section View typ. Back Section View I L LUMifident Scale: 11' = V-0" W Scale: 1 " = V-0" Q LED path ®-Eanh tmnper sheen indicates l'•R n"nd atrlp nt LED's •_. .— i • 1 . t w Power Supply A 8'-6" (2590mm) IPower Supply B 8'-0" (2438mm) ,f I. �i I. SPECIFICATIONS: Quantity ( ) I� Q Cabinet to be constructed from extruded aluminum IMN-81927 or using .090 aluminum sheet over aluminum frame. Depth of cabinet to be 41/2"(114mm) deep. Cabinet to be painted to match EIS -MTF -3 Charcoal. Face to be 3/16"(5mm) White acrylic with 1"(25mm) X 1"(25mm) X 1/16"(2mm) alum. angle painted to match Duranodic vinyl #3630-69. Graphics to be first surface translucent 3M Scotchcal vinyl- Duranodic #3630-69. "DRIVE THRU 24 HOURS" copy to show thru white on the background. Q LED illumination to be Lumificient- white LED's Q Power supplied to be self contained within cabinet, mounted within a clear polycarbonate box. ' . © Weatherproof disconnect switch, mounted,within a clear polycarbonate box. © Fasten cabinet flush to wall B R EMFgTo'Y AUGrn U-1 2 8 V By: MUST COMPLY W" ALL WASHINGTON STATE CODES Sign must be approved by the National Electrical Code, Underwriters Laboratory, CUL, and allSU1®J��y- TO local codes. Disconnect switch in primary to be within sight of sign (sign includes p� 6• � power supply enclosure) REF: NEC 110-3[B] 600-2, 600-4. Primary electrical source 1/2"(13mm) tl_LD I SSPE TION conduit minimum) REF: NEC 600-6, 600-21 (provided by installer). c SP. UL r O 1. AI++OLC hW,er)+ to c" ) s 3 la X yj " �aS4et'12rS 1n4O wood 51A.0P0V- '-:1q- 3 a,s regi re CHANGES MUST BE APPROVED PRIOR TO PERFORMING WORK Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the International Codes or any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the International Codes and ordinances of the City of Bremerton shall not be valid. (IBC 105 & IRC 105.-0) 72in (1829mm) S/F Illuminated Drive Thru 24 Hours Cabinet Volts t 72" (1829mm) 9.25 .859 120 0.4max _ i — _. I i �'• ' i i ? � _�-- --_;. -- •r s__ - - ----- - - - - -- -- -- -k-- -_-- _ - �.-,•tom-i' '`_,117\`. Section View typ. Back Section View I L LUMifident Scale: 11' = V-0" W Scale: 1 " = V-0" Q LED path ®-Eanh tmnper sheen indicates l'•R n"nd atrlp nt LED's •_. .— i • 1 . t w Power Supply A 8'-6" (2590mm) IPower Supply B 8'-0" (2438mm) ,f I. �i I. SPECIFICATIONS: Quantity ( ) I� Q Cabinet to be constructed from extruded aluminum IMN-81927 or using .090 aluminum sheet over aluminum frame. Depth of cabinet to be 41/2"(114mm) deep. Cabinet to be painted to match EIS -MTF -3 Charcoal. Face to be 3/16"(5mm) White acrylic with 1"(25mm) X 1"(25mm) X 1/16"(2mm) alum. angle painted to match Duranodic vinyl #3630-69. Graphics to be first surface translucent 3M Scotchcal vinyl- Duranodic #3630-69. "DRIVE THRU 24 HOURS" copy to show thru white on the background. Q LED illumination to be Lumificient- white LED's Q Power supplied to be self contained within cabinet, mounted within a clear polycarbonate box. ' . © Weatherproof disconnect switch, mounted,within a clear polycarbonate box. © Fasten cabinet flush to wall B R EMFgTo'Y AUGrn U-1 2 8 V By: MUST COMPLY W" ALL WASHINGTON STATE CODES Sign must be approved by the National Electrical Code, Underwriters Laboratory, CUL, and allSU1®J��y- TO local codes. Disconnect switch in primary to be within sight of sign (sign includes p� 6• � power supply enclosure) REF: NEC 110-3[B] 600-2, 600-4. Primary electrical source 1/2"(13mm) tl_LD I SSPE TION conduit minimum) REF: NEC 600-6, 600-21 (provided by installer). c SP. UL r O 1. AI++OLC hW,er)+ to c" ) s 3 la X yj " �aS4et'12rS 1n4O wood 51A.0P0V- '-:1q- 3 a,s regi re CHANGES MUST BE APPROVED PRIOR TO PERFORMING WORK Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the International Codes or any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the International Codes and ordinances of the City of Bremerton shall not be valid. (IBC 105 & IRC 105.-0) 72in (1829mm) S/F Illuminated Drive Thru 24 Hours Cabinet Volts t 72" (1829mm) 9.25 .859 120 0.4max ;Zmrl e: C,C RECEIVED 8 City ofBi-em PERMIT CENTER AUG 2 8 2092 COMMERCIAL Departrnei,t of Building Permit Application C052muttity Develet?rten Department of Community Development * 345 - 6th Street, Suite 600 * Bremerton, WA 98337-1873 (360) 473-5275 * Fax (360) 473-5278 * www.ci.brcmcrton.wa.us Applicant: Owner ' ' Contractor ✓ Authorized Agent ✓ Business Name: Site Address: 3'33 :: J50_'n WOLLi To apply for a property address contact Pub ' orks at (360) 473-5270 CONTRACTOR: HANSON SIGN CO. OWNER: , I LLC_ Address: P.O. BOX 928 Address: City, State, Zip: SILVERDALE, WA 98383 City, State, Zi eU lA.) Aq�3 1)04 License # & Exp. Date: HANS01221 J 1 518/14 Phone #: Contact Name: SONNIE MAYER Authorized Agent Name: CONNIE MAYER Contact Phone #: 360 613-9550 Address: P.O. BOX 928 Email address: CONNIE.MAYER@WAVECABLE.COM Ci ,State, Zi :SILVERDALE, WA 98383 Tax ID/Parcel #: _ Phone #: (360 )613-9550 []Sewer ❑Septic Email address: CONNIE.MAYER@WAVECABLE.COM What is the application for? (Please check) New Construction Alteration Addition ❑ NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK ❑ COMMERCIAL REMODEL ❑ TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION NEW SIGN ❑ COMMERCIAL REPAIR GRADING (Cubic Yards: ) NEW MULTI -FAMILY ❑ REROOF DEMOLITION ❑ Interior ❑ Exterior" ❑ Foundation Wall" ❑ Roof I Section— ** Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. MOTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? Scope of work propose4: * ) A $tpl 1 ( rle-LL) IA 1' Square Footage: Building: Construction Type: DYES [M NO Valuation Plan Review Fee Permit Fee Surcharge Total Fees ,4.:)►oo 5L U -00 45 5 Application for which no permit is issued within 180 days following the date of application shall expire by limit tion, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The build official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstan beyond the conTrci of Fr applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application a expiration, the applicant shall resubmit plans and pay a new plan review fee. ),!a / I Applicants Signature Date Rev. July 2008 CITY OF BREMERTON PERMIT NUMBER: BB12 00445 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 08/28/2012 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: D & R FAMILY LLC PHONE: ADDRESS: 12150 SE 16TH PL, BELLEVUE, WA 98005 OWNER NAME: D & R FAMILY LLC PHONE: ADDRESS: 12150 SE 16TH PL, BELLEVUE, WA 98005 CONTRACTOR: HANSON SIGN CO PHONE: (360) 613-9550 ADDRESS: PO BOX 928, SILVERDALE, WA 98383 LENDER NAME: PHONE: VAWSUBMITTED: 08/2812012 APPROVED: 08/28/2012N: 02/24/2013 STATUS: ISSUED VALUATION: $2,100.00 Sign Permit Plan Review Fee $52.00 16-4580 STARBUCK'S - NEWRIV -THRU SIGN ON SOUTH WALL UNDER NEW LOGO State Surcharge $4.50 0236 Building Code Edition: Building Permit $80.00 2211 Occupancy Group: TOTAL FEES: $136.50 Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the Cityagainst any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under S c1tion 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are require to pass' final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide Jy the, onditlons of.thls permit including all conditions of zoning, building codes nd State and Federal laws. SIGNATURE OF OWNER O f AGENT: i�� ' �� PRINTED NA ` !' D CONDITIONS City of Bremerton'' a royal of this application pertains only to the City's re latory jurisdiction, and thus compliance with City regulations does no necessarily ensure compliance with federal or state la s. 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. �� '' 11. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and l/�""'u approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. 12. (LU12) Signs must comply with BMC 20.52. A separate permit is required for any additional signs. 14. (LU25) Signs may be illuminated directly, indirectly, or internally, provided the lighting is directed 64 away from other land uses, and away from on -coming traffic. Page 1 of 2 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB12 00445 DATE ISSUED: 08/28/2012 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: D & R FAMILY LLC PHONE: ADDRESS: 12150 SE 16TH PL, BELLEVUE, WA 98005 OWNER NAME: D & R FAMILY LLC PHONE: ADDRESS: 12150 SE 16TH PL, BELLEVUE, WA 98005 CONTRACTOR: HANSON SIGN CO PHONE: (360) 613-9550 ADDRESS: PO BOX 928, SILVERDALE, WA 98383 LENDER NAME: PHONE: ADDRESS: SUBMITTED: 08/28/2012 APPROVED: 08/28/2012 EXPIRATION: 02/24/2013 STATUS: ISSUED 15. (OTHER) Development must comply with BMC Title 20. 014J. 16. (LU12) Signs must comply with BMC 20.52. A separate permit is required for any additional signs. j?4 to MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Final Inspection - Building Page 2 of 2 •21P BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER 3933 KITSAP WAY STARBUCKS - SIGNS Building ❑ Plumbing ❑ Mechanical ❑ Alarm/Sprinkler This Placard must be posted on or near building and the Permit & "Approved" plans must be at the site. Permit # BB12 00269 Call the followina Aaencv Telephone Numbers for insaections: Building Department Inspections Call: (360) 473-5870 WATER - Public Works - Water: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 HEALTH - Kitsap Co. Health District: (360) 337-5285 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 415-4000 Inspection L&I - Electrical Final Inspection Final Inspection - Building [Z@1* ffe L &I it - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Approved Date Notes FINAL BUILDING (360) 473-5870 All of the above must be approved. Occupancy approval for SFR only - Commercial structures require a separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENTAPPROVAL PROTECT THIS CARD FROM THE WEATHER i�� f� I aoda�q PERMIT CENTER COMMOMCIAL Building Permit Application Department of Community Development * 345 - 6th Street, Suite 600 * Bremerton WA 98337-1873 (360) 473,5275 * Fax (360) 473-5278 * wmv.ci.bremdrton.vva.us Business Name:go Site Address: To apply for a property address, contact Public Works at (360) 473-5270 CONTRACTOR: J j3t'� OWNER: ,5'Gp12 ?;0je_ V_5 Addressjj-115 SE. 151H51. Address: IE t�D SS Ci , State, Zi : t) City, State, Zip: License # & Exp. Date: 'fJ 31iQ5 b t Phone #: Contact Name: 5Ake-JO 4 Authorized Agent Name: Contact Phone #:VZI$ ► ZZ- Address: �T/LAC ftP_ Email address: g 6vi City, State, Zip: Tax ID/Parcel #: QO2 Phone #: ( ) ❑ Sewer ❑ Septic Email address: . if M WORIN" l ca f l r��._.. a ham) R s i . ❑! o ❑� . ❑ NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK ❑ COMMERCIAL REMODEL ❑ TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION ,,EE'9W SIGN ❑ COMMERCIAL REPAIR ❑ GRADING (Cubic Yards:----) ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION — Interior —Exterior** _ Foundation Wali" __ Roof / Section" ** Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. ❑ OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES❑ NO,;?!r' Scope of work prpposed: IN S-CPtI'L 't } S 25v0 • t -:-%A . d We C Square Footage: Building: Construction Type: y Valuation Plan Review Fee Permit Fee Surcharge Total Fees inn ¢-5 ° �� AppllcatIbn for which no permit is Issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond'the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. in order to renew action on an application after expiratio t shall resubmit plan d pay a new plan review fee. 2-" r A Annllan . tnr . Date [� r _ Rev. July 2008 i - c.I ity o, permit. The i9quanoti or a `✓ = - - ___ , -4s �, - •_— .. sh'all nc',+b- construed SCS be A pFlrmitlor. or an ap of, ,any v t :fion of tho prnv'y or.g n t" o IrlivrnlUol ' ate Cntlns o t other brLi i�oltira o(iht, c' sum+ng to Ity Of Swill { 1�`JB tltltn;jllty tL-1 vlt�late or c _ the hILAV;S ns of the IntSrnntignal GSvQla: and cm,,iinanees of the City of Bremerton shall not be v w-7, (ib(; 105 8 IRC 105.4) _ , rte,_' . •J.a . •:. -- -'�: _ i�ti.z R, - rr i J = . 1- Al 0 _ CHANGES _ MUST BE APPROVED PRIC `' TO PERFORMING WORK - / 2'�° -� MUST COMPLY WITH I ALL WASHINGTON / I STATE CODES EXISTING., TA((��I�B'W �)IFFE I WALGREEIJS p 13 _ r 1 I x2001 N1 F I \ I PROPOSED L _PRO ."BUCKS:OFr D • _: I F GBID I I pl ' E � I • � I O i• 2 .4 o Site Plan _ _ t N J Scale:1" = 20'-0" 3 a Irmit Dro tat irton. • ancel aliciTUBE ART GROUP Seattle Office 1705 4th Ave South Seattle, WA 98134-1514 206.223.1122 800.562.2854 IR Faa206223.1123 This original artwork is protected under Federal Copyright Laws. Make no reproduction of this design concept without pemlission from Tube Art Group. 7200 Customer Number 119006 Quote Number Stafhocks• Bremerton,WA, Kitsap Way 6 National 119006 File Name House Salesperson Mark Mahaa Drawn By w• Checked By April 26,2012 Date Revisions [ ]Approved [ ]ApprovedWllhChanges Noted Customer Signature Date Landlord Signature Date OTM ICitsap Way & National Bremerton, WA Colors on print may not accurately depict specific colors. i Fn r Fn W,,..,A. ,..... e.......-_.. .....-. ok North Elevation (Kitsap Way facing) Scale: 1/81, = 1'-0" FLOOR - West Elevation (National facina) Scale: 1/8' = V-0" TUBE ART GROUP Seattle Office 1705 4th Ave South Seattle, WA 98134-1514 206.223.1122 800.562.2854 Fax 206.223.1123 This original artwork is protected under Federal Copyright Laws. Make no reproduction of dds design concept without permission from Tulse Art Group. 7200 Customer Number 119006 Quote Number Starbucks- Bremertan, WA, Kitsap Way 6 National 119006 File Name House Salesperson Mark Mahan Drawn By r• Checked By Apr1116,2012 Date Revisions [ ]Approved [ ]ApprovedWllhChanges Noted Customer Signature Date Landlord Signature Date OTM Kitsap Way & National Bremerton, WA Colors on print may not accurately depict specific Colors. South Elevation Scale: 1/83 = T -0 - FIRST FLOG D' - East Elevation drMngs, typ Scale: 1/8' = V-0" TUBE ART GROUP Seattle Office 1705 4th Ave South Seattle, WA 98134-1514 206223.1122 800.562.2854 Fax 206.223.1123 This original artwork is protected under Federal Copyright Laws. Make no reproduction at this design concept without permission from Tube Art Group. 7200 Customer Number 119006 Quote Number Star bucks. Bremerlon,WA, Hltsap Way & National 129006 File Name House Salesperson Mark Mahan Drawn By i4 Checked By April 16,2012 Dale Revisions [ ]Approved [ ]ApprovedWilhChanges Noted Customer Signature Landlord Signature I. TM Kitsap Way & National Bremerton, WA Colors oat print may not accurately depict specific colors. 0J 21'-7" (6579mm) 12'-6" (3810mm) I 8'4' (2438mm) aSmrARBUCKS0 Front View Scale 3/8' = 1'-0" Terminal 1 Terminal 2 23'-5'(7163mm) + 4'-0^(1219mn) = 271-6-(8382mm) 22'-6'(6856mm) + 5'-0"(1524mm) = 2P-6'(8382mm) 34" 2-0" 3'-D' 4'-0' 5'-6" 3'-0' 2'-6' 2'-6" 3'-6" 2'-6' 4.01- 2'-0' 2'-0' 3'-0" 3'-0' (1067mm) (610mm) (914.,nm) (1219mm) (1676mm) (914mm) (762tiun) (762mm) (1067mm) (762mm) (121gmm) (610mm) (610mm) (914mm) (914mm) S IRRUC192 ( Power Supply A 55'-0"(16,764mm) LED Detail Scale 3/8' = 1' D" t-UMlft^ lery LED path �*Each jumper shown indicates 1'-0"(3o5mm) additional strip of LED's SPECIFICATIONS: Quantity- (1) Q Intemally Illuminated channel letters to be fabricated from 0.040 / 3003 aluminum with pre painted White Interiors and painted Black polyurethane exteriors, 31(76mm) deep. Letters backs to be .063 Black & White aluminum pop - riveted to sidewalls and sealed. Q Faces to be 3/16°(smm) White acrylic with 1 "(25mm) Black Tdmcap retainer edging. Letter face vinyl Is 1st surface 3M 3630-76 Holly Green vinyl with scratch borders. ® Intemally Illuminate letters with Lumiflcienf" White LED's attached to Inside of letter backs. Power with 120v Lumlflcient power supplies. Power to be located behind wall. (DFasten letters flush to wall with required fasteners. Sign must be approved by the National Fleetricai Code, underwriters Laboratory, CUL, and dapplicable tical codes, cus ©s O Disconnect swath b primary N be within slptd of sign (sign Includes S U power supply enclosure) REF: NEC 116318) 600-2.600-4 Primary electrical source (lfr(13mm) condull minbnum) REF: NEC 600.6.600-21 (laovlded by InsfaOerl 161n yoomm) In-line Illuminated Letters Green Flush Mounted t 1 1 1 I .:'Amps 16" (406mm) 28.8 2.67 24.92 2.32 120 0.6max 1.) Figured as one rectangular area 2.) Figured as extreme perimeter of copy area Exposed white border dimension provided on production patterns 16"(4osmm) Specification note: *Scratch border width measured from outer edge of cut and acrylic loam face (prior to tdmcap). 'Actual scratch border width (after trbncap) will be apprashnately .063' less. IMPDRTA1Jr NOTE: NEVER ADD AN ONLAY TO THE LETTERS Always use the green letter Wordmark version with the proper Inlay already set. To produce white letters, delete green Inlay. 3"(76mm) Deep channel 1'(25mm) BlackTrimcap with square head screws 3/161(5mn) White acrylic with applied vinyl White LED illumination— Disconnect switch — Class II supply wire— Power supply installed behind wall .063 Aluminum Letter Wall Letter Section View NTS IV40n9 ?> tloc* [ A cq " 3 ail A p.<-jz TUBE ART GROUP Seattle Office 1705 4th Ave South Seattle, WA 98134-1514 206.223.1122 800.562.2854 Fay 206.223.1123 This original artwoff(is protected under Federal Copyright Lai -is. Make no reproduction of this design concept without pemtission from Tube Art Group. 7200 Customer Number 119006 Quote Number Starbucks. Bremerten,WA, Kltsap Way & National 119006 File Name House Salesperson Mark Mahan Drawn By Checked By April 16,2012 Date Revisions [ ]Approved [ ]Approved With Changes Noted Cuslomer Signature Dale Landlord Signature Date "T. Kitsap Way & National Bremerton, WA Colors out print may not accurately depict specific colon. 91 Slde Vlew WA Scale: l" = 1'-0" j (25mm) — 6'-0"(1829mm)- 5'-1 5/8"(1565mm) � 1".-W- 0 DSC] Section View tyll.Back Section View ntnn—a< Scale: l" = 1'-0" - Seale: l" = V-0" QLED pan ®•Each jumper sfaan 14MC 01 V4r.6MIm W rale al lEVs V wtHo, W nod 3 (Qfr-Af1jC 4 ,�•c`t' e�T� - SPECIFICATIONS: Quantity (1) Q Cabinet to be constructed from extruded aluminum IMN-81927 or using .090 aluminum sheet over aluminum frame. Depth of cabinet to be 41/2"(114mm) deep. Cabinet to be painted to match EIS -MTF -3 Charcoal. I) Face to be 3/161(5mm) White acrylic with 1"(25rmn) X 1"(25mm) X 1/161(2mm)alum. angle painted to match Duranodic vinyl #3630-69. Graphics to be first surface translucent 3M Scotchcal vinyl- Duranodic #3630-69. "DRIVE THRU" copy to show thru white on the background. ® LED illumination to be Lumfficient- white LED's 0 Power supplied to be self contained within cabinet, mounted within a clear polycarbonate box. Weatherproof disconnect switch, mounted within a clear polycarbonate box. Fasten cabinet flush to wall Sign must be approved by the National Electrical Code, Underwriters Laboratory, CUL, and all applicable local codes. Disconnect switch in primary to be within sight of sign (sign Includes power supply enclosure) RE: NEC 11D -3[B) BOD -2,6004. Primary, electrical source 117(13mm) condull minhnum) REF: NEC 600-6, 600-21(proNded by Installer). ARM UL s 9i-su )(2896mm) Power Supply A 5'4. 721n (1829mm) S/F Illuminated Drive Thru Cabinet (1524mm) Size t m r t 72" (1829mm) 9.25 .859 120 0.2max TUBE ART GROUP Seattle Office 1705 4th Ave South Seattle, WA 98134-1514 206.223.1122 800.562.2854 Fox 206.223.1123 This original artwork is protected under Federal Copyright Laws. Make no reproduction of this design concept without permission from Tube Art Group. 7200 Customer Number 119006 Quote Number Starhooks. Bremerlon,WA, Kit so Way R National 119006 File Name House Salesperson Mark Mahan Drawn By Checked By April 16,2012 Dale Rovislons r ]Approved I ]ApprovedWlthChanges Noted Customer Signatire Date Landlord Signature Date Kitsap Way & National Bremerton, WA Colors on print may not accurately depict specific colors. 0" 2 I Disconnect Switch Front View VP Scale: 1/2" = 1'-0" SPECIFICATIONS: Quantity (2) ID Single faced internally illuminated wall mount logo disk. Cabinet to be 3"(76mm) deep, fabricated aluminum sidewalls and back. Paint cabinet black polyurethane. Faces to be 3/16"(5mm) Acryiite 015-2GP. 2"(5omm) black trim cap with square head screws retainer edging. Graphics of logo to be 1 st surface 3M Translucent Scotchcal vinyl- Holly Green #3630-76. Siren to show thru White. ® Internally illuminate logo disk with Lumificient white LED's installed to back of disk. Power with Lumiticent" power supply contained with an U.L. enclosure remote behind wall. Fasten to wall with required fasteners. Sign must be approved by the National Electrical Code, Undfi wtilers Laboratory, CUL, and all applicable local codes. Disconnect switch In primary to be Kitidn sight of sign (sign Includes power supply enclosure) REF: NEC 110-3(B] 600-2, 6004. Primary electrical source 1/2"(13mm) conduit minimum) REF: NEC 600-6, 600-21 (provided by installer). l//��►►1 ur �L uL C " �,.�3s• Disk 601n (1624mm) S/F Illuminated Flush Mounted Wall Sign EVOLVED t t t 60" 0524mm) 19.62 1.82 120 ,mLED Delall Scale: 1/2, = 1'-0" wMrflTtex,C 3"(76mn) channel returns —(, 21(somn) trkn cap allched to returns with square head screws—a Disconnect switch --0 LED Illumination Remote Power supply--& UL approved Power supply box -6 - Acrylic face with vhryl--(} graphics .063 aluminum back--.G- wan lasleners—;1 `.r Ank Disk Section View Typ. NTS 31/2"(89mm)o.c. M) typ• INTO w10- D 151icle--r-li4C� Aft Section View Scale: 1/2, = 1'-0" Aluminum return Counter sunk screw ` 21(58mm) trim cap 3/1611(5mm) Acryiite Enlar ed Detail W Scale: 3" = V-0" Side View Scale: 1/2" = V-0" TUBE ART GROUP Seattle Office 1705 4th Ave South Seattle, WA 98134.1514 206.223.1122 800.5622854 Fax 206.223.1123 This original artwork is protected under Federal Copyright Laws. Make no reproduction of this design concept without permission from Tube Art Group. 7200 Customer Number 119006 Quote Number Starbucks- Bremerloa,WA, Kitsap Way & National 219006 File Name House Salesperson Mark Mahan Drawn By Checked By April 16,2012 Date Revisions I ]Approved I ]Approved With Changes Noted Custaner Signature Date Landlord Signature Date I(itsap Way & National Bremerton, WA Colors on print may not accurately depict specific colors. a 12'-0' E r E (3658mm) � 12658mm'-tr' E o (1312618L) ~ rn 11'-0" Power (335(3353—)10' Supply A 67'-0" 121-0" (20A22mm) E (3658mm) N E 0 (3658mm) P9-, ►— m 8'-Ou (2438mm) SPECIFICATIONS: Quantity (2) ID Single faced internally illuminated wall mount logo disk. Cabinet to be 3"(76mm) deep, fabricated aluminum sidewalls and back. Paint cabinet black polyurethane. Faces to be 3/16"(5mm) Acryiite 015-2GP. 2"(5omm) black trim cap with square head screws retainer edging. Graphics of logo to be 1 st surface 3M Translucent Scotchcal vinyl- Holly Green #3630-76. Siren to show thru White. ® Internally illuminate logo disk with Lumificient white LED's installed to back of disk. Power with Lumiticent" power supply contained with an U.L. enclosure remote behind wall. Fasten to wall with required fasteners. Sign must be approved by the National Electrical Code, Undfi wtilers Laboratory, CUL, and all applicable local codes. Disconnect switch In primary to be Kitidn sight of sign (sign Includes power supply enclosure) REF: NEC 110-3(B] 600-2, 6004. Primary electrical source 1/2"(13mm) conduit minimum) REF: NEC 600-6, 600-21 (provided by installer). l//��►►1 ur �L uL C " �,.�3s• Disk 601n (1624mm) S/F Illuminated Flush Mounted Wall Sign EVOLVED t t t 60" 0524mm) 19.62 1.82 120 ,mLED Delall Scale: 1/2, = 1'-0" wMrflTtex,C 3"(76mn) channel returns —(, 21(somn) trkn cap allched to returns with square head screws—a Disconnect switch --0 LED Illumination Remote Power supply--& UL approved Power supply box -6 - Acrylic face with vhryl--(} graphics .063 aluminum back--.G- wan lasleners—;1 `.r Ank Disk Section View Typ. NTS 31/2"(89mm)o.c. M) typ• INTO w10- D 151icle--r-li4C� Aft Section View Scale: 1/2, = 1'-0" Aluminum return Counter sunk screw ` 21(58mm) trim cap 3/1611(5mm) Acryiite Enlar ed Detail W Scale: 3" = V-0" Side View Scale: 1/2" = V-0" TUBE ART GROUP Seattle Office 1705 4th Ave South Seattle, WA 98134.1514 206.223.1122 800.5622854 Fax 206.223.1123 This original artwork is protected under Federal Copyright Laws. Make no reproduction of this design concept without permission from Tube Art Group. 7200 Customer Number 119006 Quote Number Starbucks- Bremerloa,WA, Kitsap Way & National 219006 File Name House Salesperson Mark Mahan Drawn By Checked By April 16,2012 Date Revisions I ]Approved I ]Approved With Changes Noted Custaner Signature Date Landlord Signature Date I(itsap Way & National Bremerton, WA Colors on print may not accurately depict specific colors. a A CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB12 00269 DATE ISSUED: 06/18/2012 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: TUBE ART DISPLAYS, INC PHONE: (206) 223-1122 ADDRESS: 2730 OCCIDENTAL AVE S, SEATTLE„ WA 98134 LENDER NAME: 11. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and PHONE: ADDRESS: SUBMITTED. 06/06/2012 APPROVED: 06/13/2012 EXPIRATION: 12/15/2012 STATUS: ISSUED VALUATION: $10,50000 Sign Permit 14. (LU25) Signs may be illuminated directly, indirectly, or internally, provided the lighting is directed Plan Review Fee $109.20 1613580 STARBUCKS - SIGNS Page 1 of 2 State Surcharge $450 0236 Building Code Edition: Building Permit $168.00 2211 Occupancy Group: TOTAL FEES: $281.70 Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at anytime after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be bome directly by the permit holder Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work All building and tenant occupancy permits are requiredto pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the conditions of t permit includj. g all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNEOR ' AGENT: PRINTED NAME: DATE:_J�_4 CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 11. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. 12. (LU12) Signs must comply with BMC 20.52. A separate permit is required for each sign. ' 14. (LU25) Signs may be illuminated directly, indirectly, or internally, provided the lighting is directed away from other land uses, and away from on -coming traffic. Page 1 of 2 I CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: BB12 00269 DATE ISSUED: 06/18/2012 MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. L&I - Electrical Final Inspection Final Inspection - Building I Page 2 of 2 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY ASSESSOR NUMBER: 3783-008-029-0007 APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: TUBE ART DISPLAYS, INC PHONE: (206) 223-1122 ADDRESS: 2730 OCCIDENTAL AVE S, SEATTLE„ WA 98134 LENDER NAME: PHONE: ADDRESS: SUBMITTED: 06/06/2012 APPROVED: 06/13/2012 EXPIRATION: 12/15/2012 STATUS: ISSUED MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. L&I - Electrical Final Inspection Final Inspection - Building I Page 2 of 2 ABBREVIATION LIST III TIII PALTI LIIIITII AlI TTL'�'.'1AL1IIA IT11111 MLA � I I"' I A" '=& TIL� I I 2XIAL.1 ALI AI ALI . - I � IIII 11111 j, JI. IAP— A. ATTIOMAI I.—IIIII11T LL LAIILIII AL. AL'M A1% M9'TI'Tll. MI rl-MAL IIITIALTII III ml I M ME, MNl I1.11TI FIIIIIIAII 17 1'1' � M' I I I MN" MR�1111 ILlITILALA11PL-I'Ll IMI 11alIT .11 MFI I,F_" 1. I—AT m. ml ILI Il V'ITI- I MTL �M �L' �',Tll` L2111 11 MIT �I� -%- IMIAT11 FIIIIATII� M. MTN- I I'Al' 'I I I �IIALLI I I, IT gnMILI1 U �1 LMM�ITI I NM NM ��ALTMIIT IT. P, MT 9 nT'I'I'I'Tl �&p 411=111111- I I K TM 'TMI' III UT.' 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TaI INDEX OF SHEETS D D A 1.11 DAIII-1M III, A D A III IIIAIIIIII III, A A EIAIII A—l— I'LA- I I I IT E III, E E�22 A D��I'= DIIII D�: IIID`D'A.11� I 111 1-11 DA.11� IVAI P "I IIIIIII1.1 DAIII E I E III III �� Z==I. 11.111A DIIIII. E E 11 E I'A I_ III, E E IILI'Ipl��LTIIIIIIII IIIIII III, E E DAII� PP P 0 Starbucks Coffee Company 2401 U.h A,.... South S..ftl. wadi ,gt., 98134 (206) 31 &1 5/5 ."The,e Dlaw spel�a�'e I_ LLI n IT PTll`,'hh.!n.'Ibhinfra pTohgeft An oloNpieal hs �Lo,e (w,DA h III hI(eeeenle aM -11 h.e In, The, p— Architect of Record 10' 4reiheitsHo O Z T o E aY 2 Store I, TB. D P sq.ct # 5348M01 LE - TLA.Al -E�DuIt ALTIAIT D-lne' 1heIle,l I, Information G-001 General Conditions General Conditions (Continued) General Conditions (Continued) L� Site Construction o»uE:,ra,o»�i� ora o�ao��a�a o,a.Na�,ei ia�ea� anemai. D.Qua II lo=Ion wro)eE w�e,aoe��a��pma.ape,aa�a Nne,�e�m=e��e ,3A 0 D�"T'r'o;ioaepvepe��e�eNoe�a��p��a�a�ew aaNee��o= antis aeme�n�e a�ea�a�� wamam�ea��I— 11.....ae e,•a anieaar�rmmeaen n�mm�, ,s R EXE—as-Mee--Elenl—1 rem=:- aep�ea �e��1�es Dv ion o 'immte naaeeia�ma�e ;i ° ° e. emmr mrte��ee win maa, r�Ns, �,ai�, tiaiw�s ge" on Ple" on peam'a pGe aa01e��aa`�e�aa�a,��epe�ea,eownere�ee��e�ne a.�ewn°�ee mem ��a��eme��ne�m�� A uaawaarwue mmemu—e: „ WARRAN A Eln,---° I.ell..,.a aures—ren .ne e,.a�ln.. n mss 5 e. uospervieesxena M empanialEiel, ai systems ems oypasea topnnenre� �pr�vem� imemipuon to orcupieaxa�assts �0�� Starbucks Coffee Company 2481 U ., Avenue South Sl,, Washington 98134 ISO6) 318-157 5 peM m eappnCwnoie�o�r napan)�sn oloNe n.e e�m Th— 1 o=n"ipsn��uoieetpto an anNime)ana paM (c�enpl��eatatea aow�e)�un m Architect f Record 1' FreiheitsHo N C a 0 Store# TB.D. Project# 5348M(Dl reN: ND TOR "AMEI EEDOO aP. e TORI TRaMEs eN Design Specifications eN Nemoee G-002 Concrete (Continued) Masonry (Continued) Wood and Plastics Wood and Plastics (Continued) L� �0�� Starbucks Coffee Company 2481 U[ah Avenue South Seattle, Washington 98134 (286) 318-157 5 peM m eappnC behotr 11h bbabe, b, ued nottbethIld otoNe n.te et lm ere(wn eh ipse��uoieetpto an anNime)ana paM (e«e�plstateaa�w�e)nun 'u y ed by both bblm Architect of Record 1' FreiheitsHo N c a 0 Store# TB.D. Project# 53 BMO1 reN Tll EED OO AP. e Tobi TAA_ Ihetled by eN Design Specifications eN Nemoee G-003 Thermal and Moisture Protection Thermal and Moisture Protection (Continued) Thermal and Moisture Protection (Continued) Thermal and Moisture Protection (Continued) Doors and Windows L� Starbucks Coffee Company 2401 U[ah Avenue South Saattla, Washington 98134 (286) 31 &1575 peM m eappnCtimoie�o�r napan)�an Th— oloNe nal e�ml ore(wn en ipsn��uoieetpto an anNime)ana paM (c�e�pl��eatatea aow�e)�un m Architect f Record Freiheit s Ho Store# TB.D. Pojed# 5348M()i N ND reN Tll EED OO AP. e roar TA_ eN Design Specifications eN Nemoee G-004 Doors and Windows Doors and Windows (Continued) Doors and Windows (Continued) Finishes (Continued) L� �0�� Starbucks Coffee Company 2401 U[ah Avenue South Seattle, Washington 98134 (206) 318-1575 peM m �l the Th— eappnCtimoie�o�r napan)�an oloNe nal e�ml ore(wn en ipsn��uoieetpto an anNime)ana paM (c�e�pl��eatatea aow�e)�un m Architect f Record Freiheit s Ho Store# TB.D. Pojed# 5348M()l N ND reN Tll EED OO AP. e roarTA_ eN Design Specifications eN Nemoee G-005 Finishes (Continued) i„ SUMMARY malone �lleeppinDte Deers. A. ,. A'IMone Inemae Den en preel�lpwemee waned Dv �e�nee4 ASTM 11 MIER AUS A. e1 Monevpe�sr.m)mnesen4 mne,menunau.nDpmDune. e: i'—"`---] m+aeieiw �en�n,ea�rs° alrnieme,. e,maene, . nlBSirons.�u I ienentei%a eemiimenmuuew.�aaDuaemaieamun�m amie) a. meuSze ieevemeneMnszev+�n•nn is ov+zmeneMnszev msn nz ov+z �ne'�s ov ms mm� rzm m mo nmu+s ov +e mene:,ur ov an nmmms m mo .nuaemnmam). Dot SO v_ a Dimietu�merat Ib1I—.1MNU-1Mnn. 11 1 UPS ITTAUS Toot V to, elh bReb 1-h 2 s, en1 Tnm Sa mI I UN (ao6mm) 5„N!(e II1-h bnD,olo, ualV NUbI1et A,bRape ,Y DE e eNneee dude ne,�n �Menenm nuele „ ISMema 1UP,EREeaAETMGIIT MATERIALS th „eoelIea°, a",a see awelem�MU, I . AINTAh. le U, T11I ,. aGse memDanence4 wenev, Fenn 2—Telte4, n°n, °mm)Ue' DO It oDv,"Im� , a1eNAWII�on� oalll,mPne�IDeewnnpe,MeDAn� Femz,�n,(eDeD,P emE nPn ame=aoDv,L10I AT m� G� M Rom a°='ma'Oe le'=a�aeGe6Peie7A ,,Nl 11-h Perm,-n,(eBeb,P.emGE nen am—UA 1oDv,L10 m� Molft TI, t'11 FIE. bnl oe,asm�„�RmnD�Dsz,amael a° �°e,,--„enpepedepent,toteaeeeual-1peneleempnenpe, 11 WOMP NTE ROM -1 Aho,, AIM Pbnel� I . ndrz�a•'eea+mm� ammeeosz nmmsmmeeo�mm�It ncnDeUh mmi,1°ine�a,m�sene>. a. tn,semem+smnn raamem+smnn ,+m n.na mmeetzsmaemnn aepn.1 s. mmain ranee<ea Min ,aea�eaam„aea , ,a�mv�masa, �,em,enmme, ane�nn,en>. L� Finishes Finishes (Continued) ,gino peat e�4 theepp-- NO NUt ISM—onbleno,euDr— ITALTO 13 A. ¢�alhS tNnnems enIend nen PmDune ux en4 MPIA2nneaual Pe�m�ne Speen��uen I AN AP�aP�mM I"I(II�e eels , a ae;RASblem to.) MPI TAIL —I (seml,bo.) MPI 11(Gloss Level d. I A. nry te=meMPI EXT a,A. 6. nzesyslem MPl ExTau. I IT MI YOU, Elmel P aezbylsnm MiPeePAT 53A MPI EXT5,A. E. 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A'Coftb�Ta�nn nt�eoelnb 011ull EVA— NI —1 MSTMSITP°IN,E63 a,entlae env ER n ,�bellA ,eDE�nnn1— Inlle,-emnnn,,,t,Ie , �0�� Starbucks Coffee Company 2401 U[ah Avenue South SARNIA WaShington 98134 (2068 318-157 5 peM m eDppnGwnonotr nepa4)GAsn NO btbhbutl� 10110G` on otory,,.I bb 9tamed uas ere(em en lesn-,e,ittto an anNlme)and aM ON— a ) m IT , ed DO both Obl- Architect ¢f Record 1' freiheitsHo c a 0 Store# TBE) Pq ed# 53 BI3001 MIS NABU IN IND TOI THIS El EAR OO AP. e TOP I THAMES Ihetled DO ea Design Specifications ea NumDe, G-006 ❑ cuvn SvvcEN9 oEa Mux. O //zo/�r ra ocE sS LBc cc®BN ncnn/ ouu ePx�PEn all _■I ■101 ■ILII _1�■1 �� j �ri�l■ ■li�l% ® 1 �� IIIIII� 111111 �IIIIII I i -0— .n n .nasnnECE,. � � "wome � Mens I o R��_yttrRe�stryoolm m n 1, ISO ISO Ves \ v v �1 Health Department & Accessbility Plan L� Health NotesnEMnxcv WA EnaNn IIIIIMINI IIA -1— 11-1-11MI-INII-T ADA nNotes InM„aN.,EI a<,ao„caa,EcnnEs. 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A S -h Seattle, Washington 98134 (201) 3181 . ea sMe'sa2 hs' hon PNTLh)ke, shN11 n,h he 'he 'Ipw hc1'hS101' o�oN mNnne, I N, ,Ans h p,NeN Ao,e P aM sha have h 0,1'hA he(xx, unx Architect of R.,," 10' FreiheitsHo O co Z co co E dY co Y P"j.1 53486 001 � T1h1 T—Al =Des,ne' 1heckeN N, j Interior Elevations As 1-211 n FRONTBAR - CUSTOM ER SI DE Vl �. era =, n C I FRONTBAR- PARTNER SIDE — "1-11 0 D o WORKROOM -NORTH _��1-1��li�iJ•: _--:'�\ —JAL-1�i�ii II�IIIII�III�IIIII,IIIIIL--.I��• •�II��IIL._—.JIIII FIINI o n BACKBAR - WORKROOM WALL vii �. as =, n 11 BACKBAR HE 'i`' III■IIII VIII � ��is� � ____ ®� I � I hliiiliill � ■�I�� I�■ � IIII I � 'I'. a'll■III■II � — ■I �_�=� - �� . _ �'�� i■i■� ®iii ®�IIII�IIW 1 SII■III■ 'i�I;Ivl AW111li��llr� I��lll��gt1� 11��11•II��I��I:a�+l_I�"�` �i1��0w��llll�ll Starbucks Coffee Company 2461 Utah Avenues -h Seattle Washington 98134 (266) 31815/5 amen arems in opeM os ea elner.moleror The, anP o'*Pimal eramuxks Dare (wn en is e�oe�tator rre)ana on xabIINNo inermne, aM (exxe�q ae9aleaaatiwe)xun nrlb wecurea by Archi[ t d RBCO�d 1' freiheitsHo N c N Q m c 0 co z c m co � m > m > � c N N E IZ QY- U z N t m E m m N N dY co Y store tt leu. Prjec[& 53486661 ° ��o sPxer T-T—H ee.ra�e Interior Elevations e�N—er: I-212 P5lSEe 0 0 �VESTIBULE-RR NORTH nVESTIBULE-RR SOUTH nSOUTH ENTRANCE - NORTH nSOUTH ENTRANCE -WEST 0 0 0 &SOUTHENTRANCE-SOUTH nVESTI BLE - EAST L/ �. ee =, o Starbucks Coffee Company 2401 Utah Avenue Boum S... Washington 98134 (206) 31815/5 sMe'sa2 hs' opeM of ea hon The naPTh)e sn o�oNPimal9�amuxks me (wn eb is subeex�b�o abP rre)antl (exxe�pl on ae9aletlbatiwe)xunx ablln Noa1h eerrem �exx�eb b ASehitett d Ree05h �' FreiheitsHo EnoAP. T1h1T—H Ihecleh h, ee.Tb�e. Interior Elevations e�Nx�e. I-213 QI I W! a,e OM EN'S RR _-NORTH =, o n MEN'S RR - NORTH LJ K ya=, n Li n WOMEN'S RR - WEST n MEN'S _RR- WEST VJ a®. ye =, v n WOMEN'S RR - SOUTH q) e,b =, e 0 Q o n M EN'S RR - SOUTH n� o OMEN'S RR- WEST Starbucks Coffee Company 2461 U Avenue S -h S' 11 Washington 98134 (206) 31sMe'sa2 hs, -hh815 5 opeM of ea (SnCwnole,or naPan)) o,oNPimal9,amuxks me (wn eb is �ubeexb�o abP rre)antl aM (exxe�pl ae9aletlbatiwe)xun,tlx ablln Noa,9 eerrem s u b wecu,etl by bo,b pan A¢hlle(i 11 RBCOIh Feeiheit a Ho T-T—H Ihecleh h, 'Enlarged Restroom Plan & Elevatlo�s 1-411 OTypicae,a =, el Restroom Plant exnm � awa® Typical Restroom at Door (Typical Restroom at Side Typical Restroom at Front Restroom Signage L/ �. ye=, o Ll a,e =, 1 spa al Restroom Details Notes b�,minrra�Pe��'� �aubnneasxnsaab ammenme� � NSPermwei 6tL�Li�l1 _ —_ _ a M�bt�TbPtP,Pt�bMMtNbAT�bN, P�eI�Nb�Nb,TAT�bI. bbtbwITI EQUIPMENT MOUNTING HEIGHT CHANGING STATION MOUNTING PLATE DIAPER CHANCING DEAL &Typical Restroom at Sink Side n Diaper Changing Equipment Details Ll �. ye=, o VJ 114 =, v �0�� Starbucks Coffee Company 2461 JAh Aven ue South Seattle, Washington 98134 (266) 3181575 opeM of ea hon The naPTh)ehe sn o,oNPimal9,amuxks me (wn eb is subeexb�o abP tre,axb aM abIINNo �ine�mner (exxe�pl ae9aletlbatiwe)xunx nilb wecu,etl by Architect 6f RBCO�d 1' FreiheitaHo b��wToesPxe,. Tow—H ebe ADA Restroom Details As 1-412 �I Channel - Seam mmw—I. A Wainscot Application - U Channel - Section IIIIIIIER MIUITT I R1 A' IURRIZE 1111RAL MIUNT ��M-'U IN 1=1'1sTIEINMs IRE—ERIIIE III IINIIIIIN _P�5 det Mounting E__ �EEIEAREARLE- IM IULLIE11IRI A NIER E. I N '�h NETIT"I'111 AL IN 1IT nN'IRT�ZR�Z�' �—'TINTANER I INITALTATIN NIIRMATIIN 1� RE I IRLI IT Na I I N I 1� ZT.EIT I EE ILEAN IRARNIIARI IE— T: ILI— EAR EINI IAUIEh 11 IIR.ARNh IANITEER *3,1'OMPSINK I L DIRTY (LI1 MIUNT IL11 I— I IIIJIMENT TI IDALL—RE TIE 11- EIIA 11 TIE 11NI INLI I EIURE TU.1NN TI IALL—RE EINI AIIE 1.1 — Ell TRE MIUNT TEET ITRII .11 TI — MR TIE I— IRAN. 1.1 Click -San Wash Install spa VeiAymwall modXng or A, opening ft'CII A EA E.. EA IN IN IN RI'-� lox loner - - - - - - - - - - - - Ah-1—IIIIII,hhhmII 'ANNNI A AN) .11 —1-1-1 hR II -IN N- Y) III A—III) @reawuelem)T9 10 Ep,per Cabinet Attachment LJ 1, 'A —ER IRATER MIDIII'l, ILAN IRET U N'.4' %AX-TIUNIA p2 R51'=TITEIEh T IIRT IIWANIERA T" MIRI—I"- . 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E, co t t m E 53486001 sp"T11% 111 TIDIT—H Ihecled Ny I—The Design Details EcNle As 1-501 I OF TO EFT � RE AIR, OF Ill T�bAbwnnb x��a��nesabM,w�xnxw� Backbar Wall Tile Pattern - Artisan Tile Base at Wall me ila =1 0 `/ me. 3 =1 v LE OF 11-1 L T. oxlP� nba�o�rs�T�xb�b� n Wall Tile Above Stainless Steel Backsplash 2 Steel End Cap \_J _ z =, v �/ — I s CUSTOMER SIDE OF CAS—RK LjannumbeIbIll FDiI mT CL'TTAen To STACTEEASESS STEEL cEGS@ CUSTOMER SIDE OF I r�_, xxnw n Clip On Toe Kick Cut Tile Base - Top Set at Die Wall �vaa�eewxa a.au (D2'p=v-v Ll a.=„e T MAT11-AcFIF.wAu PFA«eeAP oPPAA,oT '�°o'�;aNTa�k Aeo N�Puu�KPFFMAT bTbbaPAb�Ne —Ell =l'I'I �ab� o F m AL TALLE T ILII 1oANFAaFAa, FA _ a LEFobF�NFFo ELTA 11�F —L AFE Ll 1.1 n .FFS:.eo: NN � PUEA Nva T1 1 MToo ovvlavc c. .. SOFFIT DETAIL n Wainscot Vertical Corner Trim Section Concrete / Walk -Off Mat �.,,a=,o=,v Ll vn=,v L� Starbucks Coffee Company 2461 FULL MID AvenueSoum Seattle Washngton 98134 (206)3 1 &1575 opeM of ea Onewholeror naPan)) o�oNPiLe eed �amuxks aM anabIINNo �1be tuber (exxe�pl ae9aletlbatiwe)nunn nilb wecu�etl by A,hifeQ Of R...rd Freiheit s Ho N c Q O ICU z M � W ICU � m > m N N E Q Q Y l U TE N m N E SED dY A Y stoFe tt i e u. PrjeR# 53486001 TowT—H 1hecled F, ee.Tb�e. Design Details As eA Nxnbe,. 1-502 e��aeNem�e�� zs��mm�Aa:xee e��aeN 00 Brew 09 - Electrical onlnaame,Tia''ryl Onm) O O U � Brew 09 - Plumbing n Espresso33 - Electrical �an,�mme5mm,��ooeaN�xaa� w,aaa m�ax,�e,wooNne,�e,aa.�,rae� m�ax,�e,waaNneMNe�a.�xxa a�e,rae� n Espyaresso 33 - Plumbing =, v L� 16 - Electrical 2 Espresso 16 -Plumbing 1211 I nv a �e ,vemve�x, ve�m�ae N,a�eaae,�zs�som��,. �b aea�ex bows, oe.�wa�ea,aaw®��a�aea��ea I -oh -1., -1—°d R97' 1 o _ 3 CBS 02 - Electrical xee,�e��a,,vaa o,fi�a�,xx,aa�a�x��xaaaa�e n CBS 02 -Plumbing Starbucks Coffee Company 2401 Utah A..... S"th Seattle Washington 98134 (206) 31815/5 sMe'sa2 hs' opeM vt ea hon The naPThe sn o,oNa�°'a� s°,an'�xke otlei a a=tl'Cee!(Pv`ga � axd a abIINNo �inelM mner (exxe�q ae9aletlbatiwe)xunx nilb wecu,etl by A,,hi[ td R .... d 1' freiheitsHo a��wvoesaxe,. ,owT—H Ihecleh h, Casework Details 1-503 a�N�,a�a��mm��taa�eaNeaeexne� Tee��e�ex, -- ----------- -------- --- ---- O OJEEL L� x ntasommAsmml9uPup peneo-eeon %power, oata,ana vnonemndu�x n POS 05 -Electrical 10 M31, -Electrical L� �mm��nexw�e�� roe aamemxt n MCS ELECTRICAL SCL 05 MCS -PN =, o n Warming 03 -Electrical n Handsink 15in (381 mm) - Plumbing e aema�ee,ee, n MCS PLUMBING ADD 04 MCS -PN Starbucks Coffee Company 2401 Utah Aven ue South Seattle Washington 90134 (200) 31sMe'sa2 hs, -hh815/5 opeM of ea (Snewnole,or naPan) o,oNa�°'a� s°,ab'�xke otlei a a=tl'Cee!(Pe`aa � axd a abIINNo �ine,M mner (exxe�q ae9aletlbatiwe)xunx nilb wecu,etl by hM Architect Of RBCO�d 1' FreiheitsHo N � M c W co � m > m > � c N N co E co Q Y U (n E m m N N dY dMm Y stege Pp., 53406001 conceo Des, T11 I"EI eoAP. e TewT._ Checleh h, Casework Details 1-504 L� Starbucks Coffee Company 2461 Utah Avenues -h Seattle, Washington 98134 (266) 3181575 sMe'sa2 hs' opeM of ea hon The naPThe sn o�oNPimal9�amuxks me (wn eb is subeex�b�o abP rre)antl a abIINNo �inelM 'he, (exxe�pl ae9aletlbatiwe)xunx nilb wecu�etl by Architectd RBCO�d 1' FreiheitaHo EnoAP. ,6n�T—H Ihecleh h, Schedules e�Nx�e. 1-601 L� Starbucks Coffee Company 2461 Utah Avenues -h Seattle, Washington 98134 (266) 3181575 sMe'sa2 hs' opeM of ea hon The naPThe sn o�oNPimal9�amuxks me (wn eb is subeex�b�o abP rre)antl a abIINNo �inelM 'he, (exxe�pl ae9aletlbatiwe)xunx nilb wecu�etl by Architectd RBCO�d 1' FreiheitaHo EnoAP. ,6n�T—H Ihecleh h, Schedules e�Nx�e. 1-602 HVAC SYMBOLS LEGEND HVAC ABBREVIATIONS LANDLORD REQUIREMENTS GENERAL HVAC NOTES TYPIGL SUPPLY DUCT UP/DN 01 DUCT HEATER INDICATES UNLINED tY • B' O.D. SHEETMETAL 12 X B ((Sl FIGURE = SDE SHOWN, AFF ABWE FINI-D FLOOR LL LANDLORD AHJ AD OW HAVNC UJRISDICIIW LV LW VOLTAGE APPROt PPROXINAIE RIOR lO I0 A P .THE CONTRACTOR SHALL COTRUTION WITH LANDLORD/BUILDING OYNER FOt ANY COMTRUCTION REOUIRENENIS/SPECIFICATIONS If LANOLORD/BIIILDING OWNER GOES HAVE 1 ALL G NEW UNLESS ONERWISE NOTED 2. NC SHALL VERIFY THE LOCATION OF ALL EXISTING DUCINORK, UNITS AND MISE. TYPICAL RETURN DUCT UP/DN MANUAL VOLUME DAMPER 31ND FIGURE = 50E NOT SHOWN) MAX AAXIYLN BLDG BUILDNG REOUIRENENI$ CONTRACTOR SHALL BECOME COMPLETELY FAMNAR NTH PRIOR 10 CONSTRUCTION AND BE RESPONSIBLE FOR WE INVESTIGATION PRIOR BACK DRAFT DAMPER INDICATED 14' 1D' O.D. SHEETMETAL W NECH uECHANICAL MC M[CIANICAL CONIRACIdt REOUIRENENTS/SPECIFICATIONS AND ADHERE TO THEM. WERE i0 START OF WORK i0 REVEAL THE FULL SOW[ O WORK. IN ADCTIOU, THE W SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EOUPMENT, DUCTING AND BAROMETRIC DAMPER 12 X B x 1' SDUNDLINER (U.N.O.), 12' x B' I.D. NET ttG CEILING NEP MECHANICAL. DfCIRICAI LAMLCRD/BUILDING DINNER REQUIREMENTS ARE MORE STRINGENT NPN HVAC UNITS WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT TURNING VANES DUCT SMOKE DETECTOR Q CONST CONSTRUCTION AND PLUMING N CEILING DIFFUSER SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER), LANDLORD/BUILDING OWNER REQUIREMENTS SHALL GOVERN. PREVENTS ME PROPER INSTALLATION OF ME HVAC WORK. FLEXIBLE CONNECTION LING NnMFACIURER CO2 CARBON DIMIDE uN MINIMUM I NC SHALL COMMNATE NN TIE GC TO PATCH AND REPAIR ALL EXISTING EEQUIPMENT DESIGNATION MOTORIZED DAMPER I QB LANDLORD'S SCOPE O WORK: THE LANDLORD SHALL COMPLETE THE SCOPE WALLS. FLOORS. CEILINGS OR OVER SURFACES IDENTIFIED i0 REMAIN THAI MAY BECOME DAMAGED WRING ME COURSE O MRK. COMBINATION SHONE AND THERMOSTAT FIRE DAMPER A FLEXIBLE DUCT DEG DEGREES NIS NOT 10 SCALE DN DEINL U WORK AS AGREED UPON NIM STARBJCKS IN THE LANDLORD'S WORK o SPIN -IN TAKE -OFF AND 12"0 NECK SIZE ON STARNCKS DESIGN MANAGER MA OU150f AIR [N GWx LEITER. WHERE LANDLORD'S SCOPE OF WORK 15 INDICATED/CLARIFIED IN THESE PLANS, IT SHALL SE FURNISHED AND INSTALLED AS 4. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT O SYSTEMS. F ALL COMPONENTS NEEDED WIENER C CO2 SENSOR O VDLUME DAMPER CD 40 DESIGN CFM (WHERE A�CABLEI IXL{S) DRANNCIS) PM PRICE MANAGER SPECIFIED/INDICATED. ANY OUESTIONS PND/N DISCREPANCIES SHALL BE BROUGHT TO SIARBUCKS ATTENTION FOR CLAMFICAIION. INDICATED OR NOT i0 PR OE A COMPLETE AND OPERATING SYSi[M. ® SENSOR o-> UNDERCUT DDDR -1 REN AIR - OCCUPIED NDCCUPIED EA EACH RfF REFERENCE 5. COHRAC70R 70 VERIFY ALL DIMENSIONS. INCLUDING CLEARANCES REQUIRED BY OTHER 1RME4. AND NOTIFY SIARBUCKS CN O ANY DISCREPANCIES PRIOR TD SUPPLY AIR ARROW DIFFUSER TYPE, REF. SCHEWLE EC ELECTRICAL CONTRACTOR RfM(TI) RfCUREID) PROCEEDING NN TIE WORK. ALL DIMENSIONS ARE TO THE FAO O THE T ELEC EIECIRIGL RfV Rf &W RfNBW EM EMERGENCY FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL NMEMONS, TO BE TAKEN FROM FROM ACTUAL BULDNG DIMENSIONS MECHANICAL SHEET INDEX J4" RETURN/EXHAUST AIR ARROW CEILING DIFFUSER (FLOW PRRDNS SHDNN OO ®y RG RfVSO /NUE to (E) OR (EX) EXISTING RT ROOFTOP 8. ME SHALL [NRDNA E HMA[ WORK WIN OTHER 1RAIDE5 THE INDCATE DIRECTIO OF AIR FLOWS) EXTENd EG EXHAUST GRILLE SXT SHEET ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. SEE ARCH. DRAWINGS FOR DIMENSIONED DIFFUSER LOCATIONS AM SPECS SPEDFICATIM(5) MOUNTING HEICMTS MERE EXPOSED. CEILING RETURN/EXHAUST GRILLE FN FURNISH d INSTALL SF SOAR[ F[El FOR FLOOK 55 STAHL[SS STEEL N -DD MECHANICAL SPECIFICATIONS -M1 MEM CAL HVAC PLAN 7. NOTE ACT USED. FT FODI/TE I TEMP TYPICAL RY N-501 MECHANICAL DETAILS W C DUCTWORK AND EQUIPMENT SHALL SE SUPPORIED FROM M30 DETAIL MARK G GAS APING CC GENERAL COTRACTOR IMP TYPICAL STRUCIURE fCWFIRN) AND NO1 FROM OTHER DUCT$ PIPING CONWITS DR CEILING SUPPPORTS UND UNLESS NOTED OTHERWISE NEW DUCTAM EQUIPMENT SHALL NOT BE INSTALLED WHERE Ii 9WORK HR HDR WATER HEAIER HVAC HEA W. V[NTILATIW. LP . DBSiRUCTS ANY EXISTING OR NEW AREAS THAT REQUIRE ACCESS PATER SOURCE HEAT PUMP AR CDNDITIONNG MECHANICAL SPECIFICATIONS AIR HANDLING EQUIP. & MATERIALS CONTROLS & OPERATION LEED SYSTEM COMMISSIONING DUCTWORK & ACCESSORIES GENERAL SPECIFICATION NOTES AIR HANDLING UNITS CONTROL HIRING SHEETMETAL WCIWORK AIR HANDLING UNITS SHALL BE AS SPECIFIED N THE MECH. SCHEDULE AND SHALL BE FURNISHED AND INSTALLED PER NE LANOLOROS WORKLETTER OR GC WHERE THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING IN CONDUIT NECESSARY FOR THE COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL CONTRACTOR SHALL PROVIDE SUPPORT AM WORK AS SPECIFIED. NEEDED AND ALL NETWORK SHALL BE RIND SHEENETPL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN ACCORDANCE MIM SNACNA LOW VELOCITY DUCT CWSIRUCTNN xOIE. 'CNTRACTCR' MEANS 'MECHANICAL CONTRACTOR" WHEN REFERENCED ANYWHERE THERE IS NO NORKLETIER THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DELIVERY, PROVIDING COLBPLETE INSTALLATION INCLUDING SYSTEM INCLUDING ALL NODES OF OPERATION AND INTERLOCKS. REQUIRED TO CONDUCT AM FACUTATE STARBUCKS STAFF WILDING COMMISSIONING EFFORTS 1X15 WORK WILL GE COMPRISED O THREE DISTINCT EFFORTS. 1) STANDARDS. FIBERGLASS DUCiBMRD IS NOT ALLOYED. ALL EXPOSED NETWORK SHALL BE ROUND, FLAT OVAL, SPIRAL, OR RECTANGULAR LOCK -SEAM TYPE, AS N ME MECHANICAL CONSTRUCTION DOCUMENTS UNLESS WORK AND EQUIPMENT HAS SEEN COORDINAIED BETWEEN ME MECHANICAL AND GENERAL CONTRACTORS CURBS, PIPE$ VIBRATION ISOLATION AND NECESSARY ACCESSORIES AS HELL AS CONTACT WARRANTY. FOR COORDINATION O DELIVERY AND SPEC(ICATIDN THERMOSTAT THERMOSTnIES) SnnLL ¢ nONEmfLL PROGRnuuneLE 1 -]]SRF Vnln REMDT[ SUPPORT STARBLCKS COMMISSIONING AUNT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; 2 PERFORM TESTING, SHOWN W HVAC PLAN. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOWMEO INDOIRY PRACTICE FOR ACHIEVING NR UGIT LSV LEAKAGE) AND TO DE PROVIDED BY OTHERS 'NEEDED', 'PRWDE', AND 'INSTALL' MEANS ALL GEMS CALLED OUT IN ME CONTRACT DOCUMENTS AND ANY ADDITIONAL ITEMS CONTACT LENND% NATXNAL ACCp1NiS, DALLAS. TEXAS (800)367-6285, GARNER CORPORATIONCURELATIONS, SYRACUSE, OR ROOM SEN50 5 77770 FURNISHED AND INSTALLED PER SCIEWLE. W[ ppJUSTING BALANCING AND SYSTEM STARTUP AND SII�pRT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY NOISELESS ENO OBJECTIONABLE NgSE) SYSTEMS, CAPABLE I% PERFORMING EACH INDICATED RVICE. FURNSH ALL RE HIRED DAMPERS. TRANSITIONS. CONNECTIONS SE ll NOT CALLED CUT BUT REWRED 10 MAKE A COMPLETE AND OPERATIONAL NEW YORK (830)227-7437, 1RANE IN REDMOND, NA AT (425) 6414310. THERMOSTAT AN SENSOR SHALL BE PROVIDED FOR EACH AR HANDLING UNIT. MWNT THERMOSTAT AND ROOM SENSORIS) IN LOCATION(S) INDICATED ON FUNCTIONAL PERFORMANCE USING AND SUBMIT REPORTS CONTRACTOR SHALL 10 AIR TERMINAL% AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE SYSTEM. DRAWNGS. MECHANICR)L CONTRACTOR SHALL PROVIDE THERMOSTAT AND ROOK PERFORM AM PROVE THE FOLLOWING OPERATING SYSTEM. NO VARIATION O DUCT CONFIGURATION OR SIZES WILL BE SCOPE FILLERS PROVIDE THREE (a S[IS O Y NERVI 6 PLEATED DISPOSABLE FILTERS FOR EACH SENSOR IDENTIFICATION LABELS WITH 1/B' HIGH BLACK LETTERS PRINTED ON CURABLE CLEAR STICKER LABELS IE.G `RTU WORKRNY' AND 'RTU A. SYSTEMS SUB.CCi 10 COMMISSIONING MAY INCLUDE. Wi ARE Ml UNITED l0. PERMITTED EXCEPT BY PERMISSION FROM THE ENGMER. FLEXIBLE WCTWORK THE INTENT OF iK SPECIFICATIONS AND THE DRAWINGS I5 TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANCAL SYSTEM. THE MECHANICAL UNIT. USE WE YET UNTIL COMPLETION OF CONSIRUCTON INSTALL ONE SET AT COMPLETION O CONSTRUCTION AND DELIVER ONE SET O FILLERS TO SIAROUO(S -1 : -2 : OUSIONER AREP7. OOMESIIC HOT WATER GENERAIIW, HVAC SYSIENS. ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, LIMITING CONTROLS, AIR CURTAINS. WILT -IN FLEXIBLE OUCH WORK SHALL ONLY BE INSTALLED AS SHOWN IN PLAN. FLEXIBLE DUCTWORK SHALL BE PULLED TAUT AND APPROPRAIELY FASTENED TO RIND CONTRACTOR SHALL FURNISH AM INSTALL ALL LABOR, MATERIAL AND EMIPNENT NECESSARY 10 COMPLETE THE MECHANICAL WORK. LABELED TD DENOTE THEIR RESPECTIVE AIR HANDLING UNIT. FILTERS TD BE FARR, OR SIMILAR. THERMOSTAT SETUP INSTRUCTIONS PROVIDE NE FOLLOWING SETUP: REFRIGERATION EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. W CONTRA TM . SHALL INCLUDE CWNISSIONING ACTMIIES IN PROECI SCHEDULE BRANCH DUCT 8 DIFFUSER. BENDS 9MLL GE MINMZED AND WHERE NEEDED GE A FULL RADIUS BEND SUPPORT BANDS SHALL BE INSTALLED 50 AS TO NOT CRIMP EXHAUST FANS AND SHOW INTERVALS FOR PERFORMANCE U WORK FOR WHICH CDNTRACIOR IS FLEX DUCT. FLEXIBLE WClWORK SHALL BE UL 181 LISTED AS A CLASS I AIR PERMITS AND LEES EXHAUST FANkr SWILL BE AS SCHEDULED AND SHALL U FURNBIEO IT IN 1. FOLLOW INSIRNTICKS IN THE MANUAL WHICH COMES WITH THE THERMOSTAT. ADDITIONAL INFMMAIIW AVAILABLE FROM HmYMLL RESPOUSIBIE AM INTERVALS FOR WORK PERFORMED BY SIARBUCKS CXA. CON ACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TD MCI. THE MECHANICAL CONTRACTOR SHALL PROCURE AM PAY FOR ALL PERMITS FEES AND INSPECTIONS NECESSARY 10 COMPLETE THE MECHANICAL SCOPE O WORK. PER ME LANOL�DY WORI(LETIER OR (T WHERE TIER[ IS NO WORKLEiiER. THE MECHANICAL IS RESPONSIBLE FOR COORDINATING DISdIARGE LOCATION WIN NEW INC., HOVE AND BUILDING CONTROL gVISIW. Cq.IMIS510NNG ACTINllES ON ALINE ITEM IN THE SCHEDULE OF VALUE OUCI SEALANT SEAL ALL LONGITUDINAL AND TRANSVERSE KANTS WITH A NON -HARDENING AND E%ISIING VENTS AND INTAKES, PROVDING COMPLETE INSTALLATION INCLUDING 2. SET DIP SNTDHES nM —PERS AS FOULOYS CCONTRACTOR SHALL INSTALL EWIPMENI IN ACCORDANCE WITH THE NONMICRARNG MASTIC N LIQUID [LASTIC SEALANT O A TP[ RECOMMENDED BY DUCTWORK iROM RESTROOM OWLLE 10 WIT PND NECESSARY Af1ES50RIES ANO PROVIDING WARRANTY. COORDINATE ALL REOUIRFMEN75 WITH OTHER CONTRACTORS A DEEREES F DISPLAY NAMFACTURER'S REQUIREMENTS AND ALL CONTRACT DOOUMENiS ENSURE THAI ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE, AND ACCESSIBLE TO ME MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCiWYUM. COVER ALL FIELD JdNiS, JOINTS AROUND SPIN -111 FITTINGS ANO FASTENING WARRANTY THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK 70 B 12 HOUR CLOCK C CONTINUO5 FAN OPERATION IN OCCUPIED MME SIARBUCKS CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE 7ES11NG PRIOR 70 THE SCHEDULED START O INSTALLATION SOt[VS VIN MASTIC. SUPPORTS BE FREE O DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIN O ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE 8Y ARCHITECT AND WILL REPAIR OR D DISABLE KEYBGRD PROGRANNNG E CUT JUMPED IF UNIT IS A HEAT PUMP VERFICATION. PROVIDE HDI -DAPPED GALVANIZED STEEL, FASTENERS, ANCHORS RODS STRAPS, REPLAGE ANY DEFECTIVE MRK PRWPiLY AND NNWi CHARD AND RESTORE 3 SET CLOCK AM DIY. SANTA B PERFORMED BY INSTALLATION VERT CXA. D. INSTALLATION SHALL CWIRTS AS SHALL WPPORT STARBUCKS A CXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND EQUIPMENT Ry TRIM, AND ANGLES FOR SUPPORT O DUCTWORK. F ANY OTIER EXISTING WORK DAMAGED IN THE COURSE O REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. 4. SET 70 DISPLAY CURRENT TEMPERATURE. INSTALLED FOR STARWCKS STAFF 10 VERIFY MAT ME EQUIPMENT IS INSTALLED CORRECTUY E. CONTRACTOR SHALL BE READILY AVNLABU WRING INSTALLATION VERIFICATION WHEREFURNISH AND NSIALL OPPOSED -BLADE, MUL1I-LEAF VDLUME CWTR0. DAMPERS WHERE INOICAlEO W DRAWINGS AND Al POINN W LOIN PRESSURE SUPPLY, RETURN AND EXHAUST DUCTS MERE BRANCHES ARE TAKEN FROM LARGER WCIS CODES PERFCRM ALL WDM N ACCORDANCE WIN ME WRRENl MECHANICAL COO, TESTING, ADJUSTING, BALANCING S SET OCCUPIED START TIME Al 12 HOUR GEFO E OPENING SET // UNOCCUPIED START TIME A7 1/2 HOUR AFTER CLOSING VERIFY OURS wIM STORE MANAGER OR _,_C CHMANAGER. NO CORRECT PINY DEFICIENCIES OR DEFECTS DISCLOSED BY THE INSTALLATION ERFICATION PROCESS NRREClIONS SHALL SE NAGE IN A TINGLY MANNER WITHOUT ONO THE COSTR1CIION SCHEDULE. PROVIDE UL LISTED FIRE DAMPERS AND/OR COMBINATION FIRE SMOKE DAMPERS VHERE NEEDED AND IN ACCORDANCE PITH NEPA AND LOCAL CODES COORDINATE VIN GC AND ELECTRICAL FOR FIRE ALARM INTERFACE AND POWER. PROVIDE STALE AM LOCAL CODES/ORDINANCES AND AHJ. ALL WORK SHALL ALSO BE IN CONPIIPNO WITH BULDNC OWNER'S CRITERIA. N CASE OF CONFLICT BETWEEN THE DRAWINGS, SPECFICATIONS, CODS, ORDINANCES. ANO AHJ, THE MOST MLL MECHANICAL CONTRACTOR OR AN INDEPENDENT AIR BALANCE CONiRACIOR IHIRED BY MECHANICAL CONTRACTOR SHALL ACCURATELY BALANCE THE AIR R HYDRONIC 6. SET POINTS SHALL BE AS FOLLOWS: F. ALL HVAC EQUIPMENT SHALL BE TESTED, ADJUSTED AM BALANCED BY THE CWiRACTOR'S TESTING ADJUSTING AND I4LANCE AGENT SEE TESTING ( CONVENIENTLY LOCATED ACCESS DOOR5 O AMPLE SIZE AND QUANTITY FOR SERVICING ME DAMPERS WHERE REQUIRED BY ONE M AN, FM NOTDRZEO STRINUNI STANDARD TIN THE OPINION O NE ENONEER) APPLY. HE MEDIA CAL CDNTRACTOR SHALL SATISFY CODE, AHJ. DRAWINGS, AND ((WHERE APPLICABUE SYSTEMS TD PROVIDE AR k WATER QUANTITIES (WHERE PPLIGIE) O ON THE DRAWINGS THIS SPEDFICATION. gTLPIED ADIUSIIM AND BALANCNC) AFTER THE SYSTEM IS VERIFIED Tp B[ fLMPLEIE DA FOR DSA (NOT NECESSARILY SHOMQ. SPECIFICATIONS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST. INDICA AND N WHERE QUANTITIES ARE NOT INDICATED BALANCE PER INDUSTRY STANDARD 10 PROVIDE A UNOCCUPIED HEATING 68 Xg F 60 Ary f AND CORRECT BY STARBUCKS C%A, N ACCORDANCE WIN TIE REQUIREMENTS O THESE DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE USED M ENSURE DAMPER AIR LEAKAGE MOTORIZED AND NON -MOTORIZED DAMPERS USED FOR OUTSIDE AIR INTAKES. STANDARDS PROPERLY WORKING SYSTEM. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET PgN15. A NE6B OR MAB[ URTFIED SUPERVISOR SHALL BE IN CHARGE OF COOLING 73 tl F BO dA F 9 THAI CONTROL DEVICES, COMPONENTS. EWIPMENI AND SYSIEMS ARE CUBRAIED, AD.Kfi'TED AND OPERATE IN ACCORDANCE WITH MESE PLANS AND EXHAUST d RETURN W1L[TS fINCLNING THOSE WITHIN HVAC EOUIPMENi) SHALL EWIPM[N1 AND MATERIALS SHALL CONFORM WIN APPROPRIATE PROVISIONS O WORK SUBMIT TO (21 COPIES O TIE BALANCE REPORT TO THE ENGINEER FOR APPROVAL. INCLUDE A COPY O THE BALANCE REPORT AS APPROVED BY THE 7. SET M -OCCUPIED OVER -RIDE 10 3 HOURS SPEOFICAlI0N5 SEQUENCES OF OPERATION STALL BE TESTED 10 ENSURE MAT HAW p MAAIR LEAKA(E VALUE PER ME ENERGY CNE WHEN TESTED PER ANCA Si0 500 ARL, ASNE, ASTM, U4 NEMA, ANSISNACNA, ASH NFPA, OPER APPLICABLE AGENCIES AND AHJ AS AFPLICABLE 10 EACH INOIVIOd4L UNIT OR ASSEMBLY. ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. W SET OCCUPIED OVERRIDE FUNCTION 10 PROVIDE ME FOLLOWING U1 PCNA OMRRIDES THEY OPERATE IN ACCORDANCE WITH ME CONIRACT REQUIREMENTS DELIVERABLES: PRELIMINARY, WRITTEN TESTING AND AIR BALANCE REPORT CONFORMING 1D THE REOUIREMENN SPECIFIED HER, DOCUMENTING ME GRILLES, REGISTERS 8 DIFFUSERS GRILLES, REGISTERS AND DIFFUSERS SHALL BE MANUFACTURED BY 1TUS AND EATING Idl, F INFORLMTICN SPECIFIED. ETC TO ME SIARBUCKS CXA IMMEDIATELY WON SHALL BE FURNISHED AND INSTALLED BY TIE MECHANICAL CONTRACTOR. COOLING -2tleg F CON LIETON OF THE GCWTRACTM SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT G READY FOR THE MECIANICAFF MRS L CONTRACTOR SHALBE INSTALLED AS L PIRON C CATED ONME MARKINGSAND SCHEDULES. E%HAUST FANS RESTROOM EXHAUST FANS TO BE OPERATED IN CONJUNCTION WITH STORE FUNCTIONAL PEWORIAICE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL PERFORMANCE TESTING PRIOR TO STARTING TESTING CONTRACTOR NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF WALLS AND CEILINGS USED IN THIS PROJECT. HOURS (UNLESS WHERE NOTED/APPROVED). FAN TO BE CONIROLLED BY SHALL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY THERMAL INSULATION TMECL K (CVRD. W/ ELEC.). DEME CORRECT OPERATION OF EQUIPMENT, RESPONSE O SENSORS, AND PROPER EXECUTION O HVAC COMROL AND LIGHTING SEOMENGES PROVIDE EXTERNAL THERMAL INSULATION IN AN INTEGRAL VAPOR BARRIER INCLUDING BUT NOT LIMITED TD, AIR MOVEMENT, TEMPERATURE, AND FACING O WFD[IENi 1HICXNESS 10 MEET LNAL, Slni[ ENERGY [DOE, AND A.H.J. REOUIREMENTS PROVIDE INSULATION W EXHAUST AND OUTSIDE ARNDIUCTS, A RE, SO, ANY SECURITY ST ACCESS. HARDWARE, GENTLY OR NOR. RESPONSE. S NEEDED OTHER SUPPORT AS NEEDED FOR TIE CXA 6U, E AND ON CONCEALED PORTIONS O SUPPLY AND RETURN AIR WCIS DO NDI INSULATE EXPOSED DUMMA WITHIN TIE SPACE (UNLESS REWRED BY A.H.J.) SING.CKS ELY VA CX WITNESS AND DOCUMENT ALL IWIPMEN11ES1INC. SIARWGS CYA HILL RECORD NE EOUIPMENT OPERATION AND RESPOSE 1D TESTNG SEW[NC[S AND AND AND PORTIONS O WCIWORK NAT ARE INTERNALLY LINED. TIERBL INSULATION TO COMPLY NTH AN NFPA FLAME SPREAD U 25 OR LE AND PREPARE A LISI O ANY DEFICIENCIES NSCLNED BY THE FUNCTIONAL PERFORMANCE ISSN FOR CORRECTION BY MIE G NAC LIG EQUIPN TR INCLUDEEL BUT IS LIMITED i0. AIR HANDLING UNIT$ LIGHTING CUp SMOE D[VELOPED NO [B[A1ER THAN CO. INSULATE WCIWOR% W NOF PER CODE IF ANY OF THE ABOVE IS CONTRARY TD ME REQUIREMENTS OF THE A.H.J., REAM ETC. DELIVERABLES PROVIDE COMPLETED COPIES OF ALL START UP REPORTS, S: INSTALL PER A.H.J. FILLED OUT M ME MANUFACTURERSFORMS, TD ME STARTS M%A. H CCNNACiOR IS RESPON9B.E FOR CORRECTING ANY ISSUES OR DEFICIENCES ACOUSTIC DUCT LINER UNLESS OTHERWISE INDICATED ON ME PLANS, F. 1' CLASS RBER ACOUSTICAL MANCE TESTING PROCESS. DISCLOSED DURING TIE FUNCTIONAL PERFORMANCE CORRECTIONS SHq D BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION M DUCT L M SUPPLY AND RETURN DUCTMRK WITHIN 10 FEET OF THE DISCHARGE AND INTAKE O AIR HANDLING UNITS INCREASE OUCH SIZED INDICATED THE SYSTEM AND CWSIRLCTIGN SCHEDULE. I. CONTRACTOR SHALL BE READILY AVARABLE FOR ANY RE -TESTING OF EMINENT ON PLANS2-IN EA CI DIMEN90N TO ADCOIEMODATE LINER. LINER SHALL BE FASTENED TO MCI NM MECHANICAL LINER FASTENERS IN ACCORDANCE WITH DEEMED NECESSARY BY SIARBUCKS CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE IESTNG. CONTRACTOR IS RESPONSIBLE FOR SMAC A. CORRECTING ANY ISSUES M DEFICIENCIES FOUND IN ME SYS1EN DURING ANY AND ALL RE-IXSING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLEG FINAL BALANCE REPORT, DEFICIENCIES CORRECIIVE - LIST ACTING ACIIONS PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESNLiS. J CCNSiRUUTW AM POST CONSTRUCTION TESTING: ADDITIONAL TESTING MAY BE Q REWIRED BY LEED AND OVER PROCESSES THAI MAY OCCUR OUT O SEQUENCE NTH COMMISSIONING SERVICE. CONTRACTOR SHALL CON Cl. DOCUMENT, SUPPORT AND SCHEDULE THS IESTNG AS DIRECTED BY SIARBUCKS CXA. EffiHFS' -'C'•- �D �0 Starbucks Coffee Company 2401 Utah Avenue South Se ftl , Washington 98134 (206)318-1575 me a,�all aa„nlnr��c Q.��W ct c�enwaac�amwrt nsv m� saq a°rxdccc ra(wl,ici�9 G 1fc RENEON ENMINEERINO WWNANNNNMARNM Store#: TBD Project #: 53486-001 T�1w. Mechanical I6 Specifications M-001 GENERAL HVAC NOTES HVAC PLAN KEY NOTES DINAIE MI ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO Ibllny svuNi n9nl...... OTHERWISE ALL G, T2� T 5*3 12,12 2--. ALL IS NEW UNLESS NOTED UL MECHANICAL EQUIPMENT. —7-121— IN L - 11,11 F FTI 1 1 -1- FIIft, G. F,,e,I 111 7 1 TI, — --F, 3111 IF. INSULATE DUMB X PER CEDE AND SPEC REQUIREMENTS FILL SIZE SUPPLY AIR DISCHARGE PLENUM WITH 1* DUCT LINER WITHIN "�7'E'�'AA."�I�— IA SDHEM REQUIREMENTSD �SULOAOTRI& CLEARANCE 10 OF UNIT. I 'Un.1,1,�e REOUIREME DR A FULL WE RETU N AIR I' DUCT LINER RIIIHIN 16 1 UNIT IRTH .11 11 T- 311FL 2-2 2.2—Ie .111, 1 1 -- G,le I I T- 311FL 31— 3.21—e SEE ARM. SHEETS FOR PAINTING AND COLORS FOR VAL MOUNTED THERMOSTATPLENUM FOR HVAC UNIT AT W AFF. THERMOSTAT FTU 2 1 -1- FIIft, F,,e,I UnI Z,leE.TllA.17 I I TIn 2- IF. EXPDSED DUCT WORK, DIFFUSERS, GRILLES, ETC MALL B 7 -DAY PROGRAMMABLE WITH NIGHT SETBACK AND A MINIMUM .111, 1 11— 1, GI TIII� T- AA 12 IF 21 IF I— . Fp ori 1 11 F- EEF-1 1 1 7 2 . FX131" AFAE 122� U"P-" 5 DEGREE DEADBAND. CONFIRM HECHT COMPLIES WITH BAKER FREE, AND ALL OTHER LOCAL REDUIREMENIS. 0 840 LBS (-1 — 1) 141 IF With E.n—ze, --- Fel,l � Fl,e lelleIFI, REMOTE TEMPERATURE SENIOR Al 11 AFF ON WALL. EF 1 1 111— --F Fn I B MANUAL BALANCE CAMPER TYPICAL). LI B ,e,��I.e., '418no�.)T'N'll V, oe 1,IEnp 120v— �7 IMID EXHAUST DUCT TO EXTERIOR LOUVER. KEENING & MOTORIZED T 1 2 Fle---Fen— Tle—��F lIne,eIlT7311F DAMPER INSTALLED PER CODE. VERIFY EXACT ROUTING ON MAND Starbucks Coffee Company I len., lIne,,ell T7770 EXHAUST FAN TO RUN CONINUDUSLY WHEN STORE IS OCCUPIED SHALL TURN OFF WHEN SINE 19 NOT OCCUPIED. EXHAUST FAN CONTROL 2111 Utah Avenue S,F11 SHALL BE ACCOMPLISHED WITH LCR COGINDINAIE WITH EC S.attl., Washington 98134 ROOFTOP AC UNIT LOCATION SHALL BE FIELD VERIFIED R COORDINATED (206) 318-1575 WITH STRUCTURAL ENGNEER ENSURE SUPPLY A, RETURN DUCTS PENETRATE RDDF BETWEEN TRUSSES & THAT OU19DE AIR INTAKE Is 12.12 LOCATED 1OFT FROM ANY VENI. INSIALL NEW UNIT ON MANUFACTURERS 55D ROOF CURB NOTE NDI USED ThMITI'71 ITlh)e'SShh=nlbhehI, ttr 0 10 NOTE NDI USED 'Z7D'e:,,annInslM'ic tons are nienbeb to 11 MULIPUE THERMOSTATS MALL BE STACKED IN A VERTICAL CONFIGURATION WITH A MINIMUM W CLEARANCE BELOW EACH THERMDTTAT. Is nb -Lhe,pxM 12 F&I SAMPLING TUBE AND DUCT S—E DETECTOR IN AIR PLENUM. (.h ae he, INTERLOCK DETECTOR WITH RESPECTIVE RTU 10 W DOWN UNIT UPON DEIECTON OF SMO[E. COORD. EL CTRICAL AND SEE POWER SHEETS FOR V REMOTE ANNUCIA INTERCONNECT FURTHER REQUIREMENTS AN WITH CENTRAL SYSTEM F APPLICABLE. (SEE DETAIL) 4 11 @ NOTE NOT USED. 'TM ' ;:TC —11, 1, bo�I,es RENSCH O 14 ICE MACHINE RJF�R DISCHARGE LINE & 3jE' U UID IN MERINO PRECH RGED GERANT LINES FROM MACHINE T- CONDENSER. COORDINATE WITH M FOR EXAM LOCATION P. Up 1202 ".N U (6 12 DF CONDENSER ME DETAIL FDA R00` PENEIRATON. .2 0 FAN LOW VDILIACE MOTORIZED CAMPER, LOW VOLTAGE VNNC, 47D .......... MAN90NE AND INTERTIE TO EF -I 10 WEN WHEN AN IS RUNNING. CCORGNAIE W/EC FDR POWER (ALL NOT SIGINN). UO O � 29x22 012 � 14X24 12X12 1050 Ire xmzD (MOUNT ABOVE 3 BA9� LANDLORDS R SOFFIT) DFE LAND IRD �-W WORK DF @ALLNOT 4—� _ �H Tll SHEET �J%S T . X012 SEE ARCH. PLANS f01i (TYPO 12, I -A -N -.R_ R E E �LEF DIMENSIONED DIFNSER _.E M 470 ICE MACHINE O 0 8 0 NX14 (TYP.) BI— 5 SD 12 O ab 22% r tam 012 47D 12", 2 14', (ON ROOF AT O MECHANIC& WELL) (IYP.) 75D2 012 12% 26.18 CEE REMOTE IN ::-Iy IBM CONDENSER"M (ON ROOF o AT MECHANICAL WELL) (TVP.) 6 To" (ABOVE CORING) 0 o 0 0hDb ul 3 026 97D 14*1 Cu BXB 012 D 0 z (ON RDOF AT -0 MECHANICAL WELL)rtt 24111 Cu T OI 12'. 2'0 u 8o RIU-1 cL 1 NOTE: NOT ALL DUCIVORK DUC 10 D E cu Dn c, E > a HVAC SECTION NS Dt2 12x12 st— 9 TBD p'.j It 9 53486-001 280 CID—KN GIRM N DE M WC RI STITE NIENDNEITS AID ASHRIE SDDBARD -E A. =LAT. %Wl SF` ME.VRESS =All A. U�) Qlmm U.) IT= -(w Gz) MAR, � SOMED -- - ("') I AIL METNL 7.5 .12 B l.ue -e 1b-17_111 Lee'��n ZI, 11— 11WHEN �ls 2D 5 7.5 G. 2 GG 1. Ss 4 s 0.12 HVAC PLAN AL X i ITI'L 11Re—I — ATMG -1 1 AT CRUIT Il 7 D. De s, Bennec':� R-1- R o 1 2 3 9 a 12 .—El M—D.Mechanical Ilel Tllle 1. Ww S,. A.ERIGNE-) I.J. IA. WERMID I=- — --VXL-'j I. -MST -C. I EXHAUST HVAC Plan M-111 coatDlxATE coxx[nlauMnnoo OF CONNECTON TO STRUCTURE IN FIELD AND NI1H S1RUC1. PLANS (ttP.) UNIT AS SCHEDULED FULL SIZE CONDENSATE DRAIN (MIN 1/4') i0 NEAREST ROOF DRAIN R tr ATON. IG"i P[NETRATCN, ttP. BASHING t COUNTER NOTES 1. FIR IDE SUPPORT FOR DIFFUSER t CAP PER COO[. 2. DETAIL CAN BE ESU FON SUPPLY DR RETURN. 3 ftl EARTHQUAKE SUPPORT PER A.HJ. SUPPLY OR RETURN NOD DUCT. CONDUCTORS AS NEEDED. tzD v HVAC WOMEN PROVIDE CONTROL VARINSHUT FOR FAN SAM UNG TUBE SHUT DONN MEED FOR WCT KC. 9 N19 HANGER SWAP UNISTRUi SELF TAPPING "ANGER FLASHING RIGID ELBOW SCREWS THREADED ROU Lay WCT ROOF UP OVER WE P[R ROOFING CW TRACTOR'S RLWIREVENTS. FLEX DUCT. PULL IN50E LINER TAUT. DUCT MOUNTED SHONE DETECTOR VC. 4 P RE DUC D D BLAB[ DAMPER IONLY LOCALE IN THIS CLG DIFFUSER. FASTEN lO CAP #14 NDI LOCATED BELW CEILING NIEARRMANMTRlS OE5( SEASON, NDI "HVAC 2 FOR DUCTS OVER 48` WIDE, INSTALL CARE SEISMICRESTRAINSIS TURN UNDER BOT OF DUCT BOTH LONGITUDINALLY AND TRANVERSELY A, FASTEN PER SNACNA REQUIREMENTS. FACTORY CURB FRAMING SUPPORT LOCATION IF DAMPER CAN V/ SHT MIL SCR[VG NIN WE DI BE LOCATED NEAR PCR SIDE. MAL .DNI AIR TIGHT. BRANCH TAKEOFF). DUCT FLEX DUCT CLAMP. pppyIDE PHENDLIC NAMEPLATE NDICATED DUCT OR SRoV DETECTOR'. HOTEL 1) 10 PRDNO iH[ CDNPLETE DUCT DETECTOR, REMDIE S1ATON AND ALL ACCESSORIES AS Cbuc C Starbucks Coffee MR PENETRATIONS ROUND INSUL STUB DUC SANE SIZE AS FLEX DUCT. MECHANICAL NEEDED FDR A COMPLETE tr OCOMPLEE SYSTEM. P y MCI 5ZE HANGER SIZE AX. SPACING MCI H IV SUSP LAY -IN CEILING BOIIARE TO ROUND ND LABOR COLLAR. 2)%HEN STARBUCAS SPACE IS MONITORED BY CENTRAL WILDING FIRE ALARM SYSTEM, GC 10 2401 Utah Avenue South Seallle, Washington 98134 UP Z BO.Fi. 1' x 1 6' B'-0` 1 THRU 4 SOFT. 1' x 11 8'-0" REFER TO NECH PLAN FLE%IRE CONNECTONJ FOR MCI SIZES, TTP. COORDINATE WITH LNNkDRD`S ALARM CONTRACTOR TO CONNECT WILDING ALARM SYSTEM TO DUCT DETECTOR AUXILIARY CONIACTS (208) 318-1515 4 WRU 10 SO.FI. 1' • 1 B' G' -O' OYER 1D SOFT. 1' x 1187 4'-0` tt%GL NOTE: VERIFY RDOFING REOAREMENiS V/ LANDLORD'S ROOFING CONTRACiDR. CLG DIFFUSER. FASTEN TO CAP W/ SHT NR SCREWS, MIN ONE PER SIDE. SEAL ANT AIR TIGHT. 3)MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL DUCT DETECTOR WITH MINIMUM TVG SETS OF AUXILIARY CONTACTS. ELECTRICAL CONTRACTOR TD PROVIDE AND INSTALL CONTROL HIRING FROM OUDi DETECTOR TO AC 4) ELECT Oravxros ase sr�i iocassaro DUCT HANGING DETAIL n ROOFTOP AIR HANDLING UNIT LAY-IN CLG DIFFUSER DUCT DETECTOR DETAIL a `a [+ N.i.S N.i.S HIS N.i.S. 2O GA. axc Cxl it IsxsublwnmQ �nnvT mi N STOP FABRICATED SIT ROUND SUL STUB DUCT MIL WG DIFFUSER CAP SAM[ SIZE AS FLEX DUCT SHEET NALV HOOD METAL eo os ablltloAm nal�pys. c,rs Pay C�sT �svx� �nw�,„Ai �.sncc.�aRORQ c NET INSIDE DIN. SAME OPPOSED RADE DI4MPER ICE MACHINE REMOTE FILL OPENING NIT" FOAM INSIAATON AR TIGHT AnER by AS DIFFUSER N[CK THUS AG -15 DR EDIAL VHLN NEEDED EQUALIZING GRID PERPEND FLEXDUCT RAMP 1D STA WCT FULL FLEE DUCT PALL INSIDE §ZE ❑ DIFFUMR CAP. CLINE, IAUI CONDENSER MOUNT EQUIPMENT TO SLEEPER PER CODE AND MANUA. REO.ROOF (TV 4 LOCATIONS). CONFIRM SPACING NITH EWIFMENT VENDOR PRIOR 10 ROUGH -IN. LINES ARE INSTALLED. CURB FLASHING ROOFING AND RENtON INOINIERINO HEIGHT FROM DFFUMI \1 nRfl'ESL SEALING PER M�OFING"°NECK Jig i0 SNBON1RLN. FRW 22GATO 9%8 SLEEPER MOUNTED ROOF AND ORIENTED FLASH RODFING AND GALVAN2EDCONTRACTORS REpUIRENENISFABRICATE SHi MIL(316"RNO HOLESON 1/4 CN1RS)lliUS HORR. DISOHARM , Pq RALLEL TO DIRECTION MALING PER ROOFING CONTRACTOR'S REWIREM[NiS. SCREENINGTOP CF RDOF [fCKPERF IURFFUMR OF ROOF DRAINAGE. TOP OF ROOF DECK UNISiRU.R[fRIMRAM LINES 1. PROVE SUPPORT FOt CL//G DIFFUMR. FASTEN TO CAP DIFFUMR t CAP PER CLAMP REFRIGERANT LINES TO (INSTALL PER CDOE) AIIR TIGHT N ONE 2. EOMNLRINC GRID REDID PERSSDE TLMAL SCREWS, : UNISiRUI. ON SUPPLY AIR DFFUSERS TYP SITSP LAY -IN CEILING NOTE: THIS ROOFING PENETRATON DETAIL IS 10 BE USED FOR REFRIGERANT ONLY EXPOSED DUCT LINES SERVING CONDENSER AND/OR HEAT PUMPS. LAY -IN CLG DIFFUSER n DROPPED DIFFUSER n EQUIPMENT SUPPORT DETAIL ROOF PENETRATION DETAIL (FOR USE IN LIMITED CDLING SPACE) VN.T.S N.T.S NOT ALL a LANDLORD'S VORK IS � � SHDYA. ME SHEET M-001 fpt ZANOLOROS REWREM[N15' 2 Z N a � C oa � am Cl m c O z C`s Gni w Q> w E } N N aY<Ob Store#: TBD Project#: 53486-001 2ER c�c ncw. ' a w Mechanical Details M501 TELEPHONE SYSTEM NOTES: FIRE ALARM SYSTEM ELECTRICAL ABBREVIATIONS ELECTRICAL LEGEND LEED SYSTEM COMMISSIONING p GENERAL CONTRACTOR SHALL CONTACT SIA RBUCFS GLOBAL NETNtlRK O CONI ACiMt SHALL CONFIRM IF ANY ALARM SYSIEM 15 REQUIRED AND A FIE AE A" FINISHED FLOOR LL LANDLORD $ SNITCH ® JUNCTION BOX OPERATIONS CENTER (GMC) PRIOR 10 BEGINNING CDNSIRUCBON 1D AO ALARM CCNTRACTR SHALL DESGN, PERMIT AND INSTALL SYSTEM PER CODE IF ppp90X APFR UMATEHANNG MRIGDCTON LV LIM VOLTAGE - SFF F MR CMuhvMluG un1FS ORDER TELEPHONE LIES SYSIEM IS RE RED. ALL DEVICE LOCATIONS NALL BE AP u BY STARWCKS M PRIOR 10 FINALIZING DESIGN BLDG BUILDING MAX MAXIMUM MECn Y[CHANGL $3 NEE WAY SWITCH ® LA.N RECEPTACLE Q REPORT ANY TELEPHONE INSTALLATION ISSUES IHNEDIAIELY TO OPERATIONS CENTER (CANOE) NA EMAIL CLC CIILINC MC ECHANCAL CONiRAC10R $H t(` TIDE SECURITY SYSTEM NOTES ENERGY CODE CALCULATIONS GNOCIPPARBJCKSCDl1E1NtlRX © CONFIRM PER TO BEGINNING CONSTRUCTION THAT LANDLORD HAS CKXNI6T CR051RUCTXN uM MAIN DSTRUE ON PANEL M COD ONAGER MEP .ECHANCALEECTRICAL CN SU EATS CONST. AND PLUMBING $K DUPE[. SENSOR4EICXANCY) $ RECEPTACLE: (� \S0��J A STAR UCKS CONTRACTS DIEMLY WITH SECURIIY VCNDDR TO SUPPLY 8: INSTALL NE ME SEPARATE FORMS FOR ENERGY CODE COMPLIANCE. FUR 6HED AND INSTALLED 111 V$` CONDUIT INCLUAING PULL SIRING MMxAGER DL LIGHTS WAIN DAYLDHI ZONE uFG YAwfAC1Ut[R KEYED SWITCH 110 DEDICATED WEE% i 11 FROM THE 1ELEPHDNE MIN F PRESENCE 10 THE STARWCKS (SCE SED WORKROOM. NO11FI 5ONDUITIS CONSTRUCTION VIRE SECURITY SYSTEM. CONTRACTOR TO SCHEDULE INSTALLATION OF SECURITY SYSTEM FM HYO PES. ROUGH -N PROM TO DRYWALL INSIALLATON AE FINAL TIDY RIM D[G DEGREES MIN YNIMUM DO. D[IN1 NL xGHIU.T �$ SNIICHBANK � 91IIIDUPLEX NO GTO) IxuEDAIELY IF CONOl1i AND PULL STRING ARE x0i INSTALLED. TO STORE TURNOVER, SECURITY VENDOR REMRES A MINIMUM TWO WEEKS LEAD TIME DN STARBUCKS DESIGN MANAGER NIS NOT TO MAE OCP GVEROLMENT PROTECTION Starbucks Coffee LANDLORD REQUIREMENTS D ALL TCLEPHONE//NCTWORK CAMING IS THE SCOPE OF WORK OF THE O FOR EACH INSTALLATION. SECURITY VENDOR WILL CDRNNAM REGIONAL INSTALLERS. ALL ADDITIONAL EXPENSES INCURRED WE TO THE CONMACiR'S FAIWR[ TO DN DARN DYG(5) DRAWNG(S) PN PROJECT MNLIGER RECEPTACLE ` L1 TELEPHONE110 iELEPMNE NE1kORK COLING VENDOR AE NE SECURITY SYSIEM VENDER. iLLEPHONE/NEIWOW CABLING VENDOR SHALL BE SCHEDULED SCHEDULE ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONiRACII EA EACH REFRErtREwE Company O GRIR i0 BLD: THE CONTRACTOR STALL COORDINATE WITH SUM THAT CABLING IS COMPLETE PRIOR TO ARRIVAL T SECURITY SYSTEM SECURITY VENDOR EC IL CAL CONTRACIM REO(ID) REpIIRE(D) REV REVNON/REVBON p MERMOSIAT � R[CEPTAO[: 20BY R 220V 2401 Uiah Avenue South Seallle, Waehingion 98134 VENDOR. THE DEBUD COMPANY ON ELECIRICAL Eu [STINGKGNSO SHEET LANDLORD/BUILDING OWNER FOR ANY CONSTRUCTION E GENERAL WNiRAC10R SHALL SCHEDULE ON -SIZE WORT( PERFORMED BY O CONTACT: STARBUCKS PPOFCT MANAGENEM TEAM DOR (EX) EXISTING SECS SPEDFlCATIOx(S) NERMOBIAT SENSOR 1 GROUNDING ELECTRODE EOUREMENIS/SPECFICAIIONS. IF LANDLORD/BUILDING OWNER DOES HAVE RE IS. BECUME {20b)318-1515 THE H h. NES E/EPHO EYEABIWRK CABLING VENDOR SHR LR BE 5151EN 1lEE /AND ME EMAIL: DOCCS06 TARB CKSODIEMLD.CON EXT [Xi[RDR SF SURE FEET = CONNECTION COMPLETELY FAMILIAR WITH EWIEMENIS/SPECIFICATONS AND SCHEDULED WDH NAT hARLING IS COMPLETE PRIOR TO ARRNN O EG EXHAUST GRILLE M STANLEM STEEL FE FURNISH II INSTALL TEL BINE b D6WNNECI SYNIM. DIMMER FUSED, IF NEEDED ADHERE TO DEH, WHERE LANOORD/BULDING OWNER IS LarRrxam. 'r,cr s UI me POS /DATA LINE NOTES THE SECURITY SYSTEM VENDOR. MIA RR FLODR TEMP TEMPORARY EWIREMENlS ARE MORE SIRINGEN� THAN SHOWN IN THESE E MINIS BANS TIIN ME OPINION O THE ENGINEER), LANDLRD/BUILDING%ss°•ea E NGIN in otl6eaio�nrvws alnSan sU ��cccsa T RT/FEET uu 1APICAL GC GENERAL CONTRACTOR D UNLESS NOTED BROKER MO RwxD FAULT CIRCUIT VH WARR HEALER GNTERRUROUND FAU TC (D HARDWIRE CONNECTION TINE MOCK OWNER GREW SHALL BO LANDLORDS SCOPE OF BORK: THE SHALL COMPLETE xq a,auc cl,o rxim is s^me anonansoti nc� wm� ,f T / T1 NOTES: -MOBILE Q DATA CARING REFERENCED N MI6 SECTION 6 SEPARATE FROM IE TELEPHONE AND T-1 CRMYS VP WEPROOF MD GRCUND HR HEIR R RACEWAY TO PANEL M BETWEEN OUTLETS-CONEAL[D UNG. HIRE DUMMIES NOT SHOWNE SEE POWER AND LIGHTING SHEETS FOR LANDLORD THE SCOPE O WORK AS AGREED UPON WITH STARBUCKS IN THE LANDLROS WORK LEITER. WERE LANDLOW SCOPE OF FORK IS INDICATED/CL IN THESE PLANS, Il SHALL BE ss U=en nen arta p scare (wl ici�issuUWs ca arx^� ora �Ir a. cn Qy ImVc O ALL 10 1-1. NNETHOORK HDIVOT M VI -FI NALL BEE FURRNISHED`ANDMINSTAL ED BY OO STARWCKS CLAN CAS ANDMECTLYCO MN THE DATA CABLING EER TO SUPPLY AND INSTALL CATEGORY 5 LM CABS AND CONNECTORS FOR M[ PR SYSTEM. CONTRACTOR 10 SM[OE[ HVAC HEATING VEMILATIM, AR DOWNWIND ^ \ WRING REQUIREMENTS, LED A CBROU ANY FURNISHED AND INSTALLED AS spoil manaioocimaacexs. (,s�.,Fx =f", ^nw�� ap,. T-xOBLf' QB THE 1 -NOBLE T-1 CIRCUIT CULL BE MOORED BY T -MOBILE AND O WHA CABLING W/ DATA CABLING VENDOR DATA GWw VEEOR R[WRES MRA HW HOT VAINER CEE SHALL HE QUISIIONS AND/R DISCREPANCIES SHALL RE BROUGHT TO Mir �xccuc Ur wcl,pm , COORDINATED NRWGH STARBUCKS HOTSPOT DEPLOYMENT DEA.. NOl A LEAD TME CABLING YENMR BILL COORDINATE RE A. A READ TIE FR NSTALLAMIL INSTALLERS ALL AMMDM_ EXPENSES INCURRED DUE TO ME CDNIRACTOYS FAILURE 10 STAR RUCKS AT FOR CLARIFICATION. GENERAL ELECTRICAL NOTES ALL STORES ELL HSE THE CIRCUIT INSTALLED AT THE NEW STORE OPENING DAIS, BUT A CABLE EXTENSION FOR MIS CIRCUIT WILL BE SCHEDULE ACCORDINGLY FULL RE ME RESPONSIBLITY T ME CONTRACTOR. RENtON PROVIDED BY STARWCKS TELEPHONE/�N1JnFORK CABLING VENDOR AT THE SANE TIME AS THE TELEPHONE/NEIWORK EXTENSIONS FOR FLIM USE. © AT RE STMT DF CMSTRUCIEN, STARBUCES M SCHEDUES MLERY O CASH REGSIER//NANADERS NMKSTATION fCUPNfNT ANI IETALLATION BY A WHA CALMS 1. EC SHALL VERIFY THE LOCATION O ALL EXISTING UTURES PRIM TO 5. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT M ARRANGEMENT OF lNOINlERINO TECHNIC FM TWO DAYS PRIOR TO CONSTRUCTION NO CONTRACTOR TO AMFY DELIVERY SCHEME TWO V[IXS PRIOR 70 DELIVERY AND HSTALUIION WIRE. [WFYEM IS SHIPPED GREMLY TO THE SIRE, NNIRACTR TO ACCEPT PDS EQUIPMENT DELIVERY, DO NOT REFUSE CONS MUM AND BE RESPONSIBLE FOR 91E INAPGA DN PRIM TO START O SYSTEN(S). WRK 10 REPEAL ME FLLL SCOPE OF WRK. IN AMMON. THE EC SHALL TRADES THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, CRWII, AND WIRING WILL SPACE FO LOW DRAWINGS N LAYING OUT WORK AND CURD. EN OVER iO VERIFY SPACE CRDIIIONS AND CLEARANCES. NNNTAIN HEADROOM AND CMDITIM. MAKE APPRRRIAIE AWUSIMENIS AT STARWCKS DIRECTION. -_ MUSIC SYSTEM NOTES: WWRR AHN HERE..11E GELIVERY. Q CAWING 1C PRONE ALL CAIEGIMY 5 LAN CABLING AND CONNECTORS TO E INSTALLED AND ELL REPORT ANY CONDITION THAT PREVENTS THE PROPER B. COORDINATE INSTALLATION OF THE ELECTRICAL WORK. AND DEVICES Z. EC SHALL COMDNATE EN ME GC ID PATCH AND REPAIR ALL EXISTING Z UNLESS NTH DINER TRADES FOR PINY NEEDED LOW VOLTAGE COI ERINC MAT IS NEEDED BUT MAY NOT BE SHOWN IN NESE DRANNGS OTHERWISE ND1EDf5EE ARCH. SHEEiiSd THE CONTRACTOR SHALL REMOVE AO PROVIDE AND INSTALL A COUPLER VIKING SYSIEM FOR ALL SNEAKERS CONNECT ALL SPEAKERS 10 THE OWNER PRMIDED MUSIC SYSTEM. OU ONE FURNISHED SPEAKERS WHERE SHOWN AND IN COORDINATION ETH ALL ALL 0[GON[D AND NNRE CASH REGISTER LOCATIONS, AND MANAGERS BVRKSTATION. M FUTURE OE WTA CARING TECHNICIAN 70 R[NDYE PACKAMNG INSTAL AND TEST CASH R[tl51[RS CMH WALLS, FLOURS, CEILINGS OR DINER SURFACES IDENTIFIED TO REMAIN THAI MAY ALL EXISTING ELECTRICAL QUPMEM INCWDINIG WIRING CONDUIT AND ALL OTHER BE WE DAMAGED URINE TIE COURSE T WDM. MISCUEAS DIRECIEO BY ME M NAT IS NOT BEING SALVAGED M REUSED. ARCHITECTURALPLANE AND DETAILS FOLLOW MANUFACTURERS INSIALIATION REQUIREMENTS. DRAWERS AND MANAGERS'IRKSTAIION. L EXPOSED /SIRFAE HUNTED CONDUITS SHALL ONLY BE ALLOWED WHERE EOIPYEM INDICATED ON DRAWINGS TO BE REUSED SHALL BE INSPECTED AND IF NECESSARY IN EXPOSED CEILING AREAS. IF CONDUITS NEED TO BE SURFACE DEFECTIVE, REPLACED. WORD. WITH GC AND SIARBICKS © SIMMONS NEW SIM CROP IS RESPNS6LE FOR COMMAND SIARBUIXS POS SYSTEM ELI MY AND 11 ALARM FRH ME MIA CABLING ANDR. THIS GROUP MAY BE CONTACTED Al. NCBSTOEBSTARBUCKS.OR .UNITED TO WALLS. COORDINATE EN STARWCKS M FOR APPROVAL AND SEE B. THE EC SHALL BE RESPONSIBLE FOR DEENERGIZING CIRCUITS IN DEMWMDN AREAS SPECS FOR FURTHER INFORMATION. 10 INSURE A SAFE CONDITION. ELECTRICAL DEVICES AND ASSODAIED WRING A. VERIFY LOCATION T ALL OUTLETS AND SHIM S NTH ARCHITECTURAL DRAWINGS, LOCATED ERIN ME DEMOLITION AREA NAT WILL NO LONGER BE USED COMMUNICATION SYSTEMS INIERIM RIALS KNISH SCHEDULES, GENERAL CONIRACIM, EQUIPMENT SHALL A DORS, STARBUCKS AND EXISTING SE CONDITIONS VERIFY FINAL DOM HINGE UNLESS LOCATION GRKIR 10 SWITCH INSTALLATION AND ADJUST SEICH LDCAION IF 9. THE EC BE REMOVED AND PROPERLY DISPCHO OF AT CONTRACTORS EXPENSE OTHERWISE NOTED. STALL SCHEME ALL ELECTRICAL SYS1EM(S) OUTAGES NTH ME GENERAL Q SIARWCNS CONTRACTS DIRECTLY VNX THE LANDLRD i0 PRRE FOLK (A CATS IINiIEjj CMW.NICAMN CABLES TO THE SPACE. FOUR (4) CATS CABLES TARB NEEDED. DO NDT MUNI RECEPIACLES/SNIICHES IN LOCATIONS MAT WOULD CONiRACTR AND LANDLORD AT LEAST 21 HOURS IN ADVANCE. UNLESS APPROVED CONFLICT WIN MIRRORS, SWANS OF HALLS, WA,TILL iRANSRONS, ETC. ONERESE ALL OUTAGES SHALL OCCUR BETWEEN 11:OOPM AND S:OOAM (AND ARE Cf 10 STORE OPERAIMS/CCLEMICAONS DURING NON -STORE HOURS) RACEWAYS CONDUCTORS AND TERMINATIONS NAMEPLATES GENERAL PANELBOARDS PR IDE CODE APPROVED WIRING METHODS FOR RANCH ORCUMNG INDOORS, CONDUCTORS SHALL BE COPPER, INSULATED FM NOV. TYPE THFN/ HHN, NUMBER 12 PROVIDE PHENOLIC NAMEPLATES ON ELECTRICAL DEVICES SUM AS DISCONNECTS NOTE: 'CMIRACTR" MEANS `ELECTRICAL CONTRACTOR' MEN PANELBWRDS SHALL HAVE PLUG-IN M BUT ON BREAKERS AND MAIN 9JCH AS EMT CONDUIT WIN COPPER CMDUDORS M MC CABLE(PRONDED IT IS CONCEALED FROM VIEW AND NOT EXPOSED). ALL ABOVE RWNO CMDUIIi SHALL AWG MINIMUM LINO AM PANELS THIN NOIR DESIGNATION (E.G `PANEL Al. PROVIDE DIRECTORY FOR PANELS AND LABEL ALL BREAKERS F A TRANSFORMER IS NSIALLED, PROVIDE REFERENCED ANYMORE IN ME ELECTRICAL CUSTWCIION DOCUMENTS UNLESS WRK AND EQUIPMENT HAS BEEN CURDNATED BETWEEN ME LUGS ONLY R MAIN BEAKERS AS NEEDED OR REQUIRED. PANELBWRDS STALL BE CONSTRUCTED WIN ALUMINUM WE AND RE BE EM OR MGD, MINNUM t/2- IN SIZE (UON). CMDURS SHALL B[ SIZED PER MOTORS AND OTHER MOPING: THE ELECTRICAL COJIRACIR SHALL GRDVIDE ALL NEEDED NAMEPLATE ON iRANSFRNER AS FOLOWS 'HOT SURFACE, DO NOT PLACE ANY ELECTRICAL AND GENERAL CONTRACTORS 10 BE PROMDED BY THE `GRDVDE`, ENCLOSED N NEMA 1 HOUSING (OR AS RED 'D BY CUE) AS CUE AND AS NEEDED TO INSTALL CONUCIORS CMQUIT CONNECTORS STALL DW BE LWKNU7 TYRE. UL LISTED AND LABELED. ETH CONGRESSION R SET BE CONDUIT, WRING, CONNECTIONS, AND SAFETY SNITCHES FOR ALL MOTDRS AND EOUIMENT, EVEN IF THE ROTORS AND EQUIPMENT AR[ WPEIED BY OTHERS MOTORS. ITEMS ON TOP OR ON SIDES O TRANSFORMER`. GENERAL CONTRACTOR. HEEDED`, AND INSTALL` MEANS ALL TINEAS CALLED OUI IN iH[ WNiRACI OWUHENIS ANO ANY ADDITIONAL TINEAS NOT CALLED OUT BUT REQUIRE) TO MAKE A COUPLER AND MANUFACNREO BY `SQUARE D`, "CUTLER HANNER", R [DUAL AND CAPABLE OF ACCEPTING Cil BREAKERS MCLMUETS) SHALL BE SCREW FITTINGS PVC CONDUITS ARE NOT ALLOWED ABOVE SLAB UNLESS CODE AND AHRE J APPRDAISTED FOR THAT USE. CONTROLS, ETC. MAY BE FURNISHED BY THE SUPPLIER T ME DRIVEN EOUPMENI. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL WORK AND CONNECTI05 NEEDED TO MAKE OPERATIONAL SYSIEM. COMPLETE VIM A HINGED DOOR, CYLINDER LOOS. RN A NEATLY TYPED CIRCUIT BREAKER DIRECTORY UNDER PLASTIC WAR IN EACH PANEL (4 C MOUNTING CO CUT RUNS ON EXIERXM T WILDING STALL BE CONCEALED AND BE MGD STEEL THE SYSTEM COMPLETE AND OPERATIONAL. NE INTENT O ME SPECIFICATIONS AND THE DRAWINGS IS TO PROVIDE COMPLETE AND FULLY OPERATIONAL ELECIRICAL SYSIEM. ME DOOR. ALL YOIIPLE POLE BREAKERS (AND OTHER BREAKERS REOD BY EWE) SHALL HAVE A COMMON TRIP HANDLE. Q •— WNDUR WITH WEATHER PCM, CORROSION -RESISTANT RTTINCS (R PVC INHERE ELECTRICAL CONTRACTOR STALL FURNISH AND INSTALL ALL LABOR, CIOLISTED MOUNT DISCONNECTS ID STRUCTURE, INDEPENDENT O ME MECHANICAL MIT FOREXTERIOR-DIRECT SUNLIGHT USE). CONCUR SHALL NOT BE RUN EXPOSED WIN WI SPECIFIC PERMISSION FROM THE WNSIRUCTION MANAGER. ALL CWNEC110NS TO MECHANICAL EQUIPMENT SHALL BE DONE BY THE ELECTRICAL CONTRACTOR. MATERIAL AND EOUIPENT NECESSARY 10 COMPETE THE ELECTRICAL WORK. Z N RACEWAYS ME FOR OTHERS 10 OR FOR FUTURE HOUSING R NTH INDEPENDENT UNISIRUT SUPPORI. DISCONNECTS MUNIED 1D c"? WHERE INSTALLED USE, USE, PROVIDE MIN PULL STRINGS END TO MD WIN A LABEL ON BON ENDS SLATING USE AND LOCATION OF OTHER STUB (EG. DATA -FRONT POS). NC ELECTRICAL CONTRACTOR SHALL VERIFY EQUIPMENT LOCATION AND SIZES NTH MADE AND WNDM SUPPLYING ME EOAPMENI RIM 10 ROUGH -IN. THE MIS ARE ONLY ALLOWED WERE ACCEPTED BY THE LOCAL CWC MINORITY AND LOCAIED SO AS 1D NOT BLOCK ACCESS R LABELS OF UNIT. PERMITS AND FEES: THE ELECTRICAL CONTRACIR SHALL PROCURE AND PAY FOR ALL PERMIT$ FEES AND INSPECTIONS NECESSARY 10 COMPLETE ME ELECTRICAL SCOPE OF WORK PRIM 10 STARTING THE C W CIO OT >y LOW VOLTAGE GROUNDING PENEIRATONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED USING BH FIRE WRITER CAULK, NELSON ELECTRIC FLAMESEAL M TNB FLAESAFE DR OTHER IN RRANIY: ME ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY CIO > METHOD APPROVED BY THE ARCHRECI AND AHJ. WARRANT ALL WORK 10 BE FREE T DEFECTS IN MATERIAL AE WORKMANSHIP FOR A PERIOD OF ME HEAR FROM THE DATER > >> Q N G ALL LOW VOLTAGE WORK SHALL COMPLY, BE PERMITTED AND INSPECTED PER PAM ALL MAJOR PARIS NDI CARRYING CURRENT, INCLUDING BUT NOT LIMITED T0, WNDUIT RUNS CONCEALED IN WNCREIE OR UNDERGROUND SHALL DE 3/4' MINIMUM 61) FINAL ACCEPTANCE BY STARBUCKS AND ELL REPAIR OR REPLACE ANY GEFECIIVE WORK PROMPTLY AND NTHDUi CHARGE AND RESTORE ANY �7 E O UNLESS OMERESE NOTED W RIGID STEEL CEDES. CONDUIT WNNECIOItS NALL DOUBLE LOCKNUT TYPE, UL LISTED AND LABELED, NTH COMPRESSION M SET BE SIREN (AND AHJ) REOUIREMENTS ALL LOW VOLTAGE WORK SHALL BE INSIALLED BY A MCMDARY FEEDER CIRCUIT, EQUIPMENT AND PANELBOARD ENCLOSURES, PULL GED IN OTHER EXISTING WORK DAMAGED IN THE CURS: T REPAIRING FITTINGS LICENSED CONTRACTOR IN ACCORDANCE EN ME STATE AND AHJ REQUIREMENTS AND MJNU BOXES AND DRIERS DEFINED BY COR, SHALL BE PROPERLY GROUNDED. METALLIC RACEWAYS SHALL UTILIZE DOUBLE LOCISwTS AND O1ER DEFECTIVE HAIERIOR AND (>) Q) m IF CONCUR RACEWAYS CANNOT BE RECESSED N WALLS WE TO CDNSIRUCTIDN R ALL LOW VOLTAGE CABLING INSTALLED UNDERGROUND SHALL SE ROUTED IN A CONDUIT FITTINGS TO PROVIDE MOUND C0N NUIIY. POWERKUM GDOO )) .,,r� a` Y �+. (W? [O EXISTING CONDITIONS, PROVIDE A STEEL SURFACE MOUNTED RACEWAY SYSTEM (EREMOLO, HUM AFPRREO EQUAL) VIM ALL COMPATIBLE DEDUCES MIS TYPE RACEWAY AM CABLING/CONDUCIMS SHALL BE LISTED FOR USE IN NET LOCATIONS, FOR LOW VOLTAGE APPLICATION AE PER AHL SERVICE FOR TEMPORARY CONSTRUCTION IONNPL`ER� ALL RECUEPIACTE$ TO SE USED WRING CONSTRUCTION STALL E GFI RDIECIED. LIGHTING ELECTRICAL SHEET INDEX OF SYSTEM IS ONLY ALLOWED MORE APPROVED BY STARBUCKS INCLUDING LAYOUT. Store #: TBD CONFIRM CUR AE ANY CUSTOM FINISHES WITH STARWRS ALL LOW VMTAG[ CABLNG ROUTED INDOORS SHALL BE ROUTED CONCEALED IN A PERFMM ALL WORK IN ACCORDANCE WITH ME CURRENT NATIONAL ELECIRICAL EWE, STATE CODES, OTY ELECTRICAL CODES AND ALL INSTALL LIGHTING SYSIEN(S) COMPETE AND FULLY OPERATIONAL AND IN WALLS/CEILINGS N A CONDUIT RACEWAY UNLESS OWNER AND AHJ ANT AHJ T Il lO BE RUINED EXPOSED THROUGH WALL/CEILING. II APPROVED BY GM[R II AHJ TO BE OVER APPLICABLE CODES INCLUDING ANY STATE OR LOCAL ENERGY 1. CODES. ALL nORK SHALL ALSO BE IN COMPLIANCE NTH BUILDING Project #: 83486-001 ROU ED EXPOSED, CABLING SHALL BE PROPERLY FASTENED/WPPRED PER CODE, AHJ, AND IN0ISMY SIAEARDS CABLING NEXT ROUTED IN CONDUIT SHALL GE PLENUM RATW YAdNENIN PLONURu' BY CONE OR AHJ (CONFIRM WHETHER CEILING SPACE IS BEING USED AR CONFMHANCE WITH CODE, AN AND FIXTURE LISTING AGENCY REWIRfHENiS CLEAN ALL FIXTURES AT TIME OF JCB COMPLETION UTILIZING HANUFACIURERS 05RSC S NRBUCKS.IXNR[S AND LAMPS RECOMMENDED CAPPRO OWN CRITERIA. IN CASE OF CONFLICT BEIEEN lE ORAVINGG SPECIFICATIONS, CODES, RDINANCES, AND AUIHtDUTIES HAVING 1. SPIN NT NLLNSIME RH E -WI ELECTRICAL SPECIFICATIONS E -WR ELECTRICAL PANEL SCHEDULES II ME -LINE DIAGRAM E -t01 STE PARER RAN E-110 ELEC RICAL UNOERSLAB CMDUII PLAN oac^ os oir BASIC MATERIALS AND METHODS ALL LOW VOLTAGE CABLNG WRENS (E.G ON ROT) SHALL BE ROUTED N CONDUIT PER CODE AND AHJ REQUIREMENTS UNLESS SPECIFICALLY LISTED AND LABELED FOR SAPPHALOYBE AED ED LED ANDED BY fNIC ENGINEER SHALL pPRY. OR, DRAWINGS AND SPE FICATENS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COSI, E-111 POWER MAN E-112 URTING PLAN A. SCHEDULE E-501 ELECTRICAL DETAILS -i Sbll. uP ^ —Ur. cnns nanse, MATERIALS: PROVIDE ALL NEW MATERIAL AND EDUIPENT UNLESS NOTED OTHERWISE. ALL EOUIPVENT SHALL BE UL APPROVED, LABELED, AND USTED OR OTIER APPROVED SWITCHES AND RECEPTACLES HPING RWNZATIN WHICH HAS ACCEPTANCE BY THE AUNCRITES HAVING JI.RISNUIM FOR THE PURPOSE FOR ESM THEY ARE USED. IN ADDITION. MEETING EXTERIOR USE. EQUIPMENT AND MATERIALS STALL CONFORM WITH APPROPRIATE PROVISIONS T NEC, WAC, ASN, UL, En. NEMA, ANSI, AND OTHER Y n a ami a SNITCHES: LEMION COMMERCIAL GRADE R APPROVED EMAL NTH DURABLE ALL ALL REQUIREMENTS T THE CURRENT APPLICABLE CODES AND REULATIMS NO APPLICABLE AGENCY AS THEY APPLY 10 EACH INDIVIDUAL UNIT R 5 SUBSTITUTION T MATERIALS SPECIFIED ELL BE ALLOWED UNLESS NOTED OTHERWISE. ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. COVRPLATES COORDINAIE WITH STARBUCKS DN FOR W VERPLAIE TYPE (E.G. STAINLESS STEEL) AND FM COLOR OF SNITCH AND PLATE. RECEPIACLES: LEM10N COMMERCIAL MADE M APPROVED COAL NTH DURABLE ASSEMBLY. pLL ELECIRICAL SYSIENS SHALL BL TESTED FOR PROPER OPERATION BALANCE ALL BRANCH CIRCUIT LOADS BEIFEEN THE PHASES TRE c^c'raw Electrl Cal FUSED SWITCHES _ CUTTING AND FlTTNG PERFORM CUTTING [MING FITTING REPAIRING AND FINISHING T THE WORK NECESSARY FOR THE INSTALLATION OF THE EWPMENT. HOWEVER, NO CUTTING OF ME WORK OF OTHER TRADES R T ANY STRUCTURAL EMBER SHALL WVERPEAIES COORDINATE ETH STAMENS DN FOR COVERPEAIE TYPE (E.G MANESS STEEL) AND FOR CUM T RECEPIACLE AND P.M. INSTALL RECEPIACLES PLUMB, LEVEL. AND SECURE TO . BOX. PROVIDE TCI TYPE WHERE SYSTEM 10 MINN 101 OF ME HIGHEST PHASE LOAD IN EACH PANELWARM ` S eclfcatlon. p FUSED SWITCHES: HEAVY DUTY TYPE, HORSEPOWER RATED NTH INTERLOCKING COYER. BE ONE ETHOU ME CMSENI OF ME ARCHITECT, CMVSBRUCTION MANAGER, BE. AMID/M OWNER. PROPERLY FILL. SEAL. FIREPROOF. AND WATERPROOF ALL OPENINGS, NEMA 1 TYPICAL. UROR AND VET LOCATION SWITCHES SHALL BE RAINTIOHI TYPE NEMA M. ALL SNITCHES NALL BE LOCKABLE. FUSES IN CIRCUITS RATED Al GM INDICATED AND WHERE REWIRED BY CODE AND AHJ. GFCI RECEPTACLES SHALL BE CLASS A RATED FOR PERSONNEL PROTECTION. Ic. SLEEVES AND HOES IN SLABS, MALLS AND CASEWORK. AMPERES R LESS SHALL BE UL CLASS RNt MAL -ELEMENT, TIE DELAY, CURRENT OCCUPANCY SENSORS SENSORSNITCH WED SERIES FOR SINGE OCWPANI LIMRNG RISES FUSES IN CRWIIS RATED Al B01 AMPERES R LARGER STALL BE CLASS L TIME -DELAY, CURRENT LIMITING SWITCHES. UL D SENWRSNICH INS -PDT SERVES RESMOONS AND CLOSETSANITION ON(PR AND ULiRASC SOUND AC11VAMD) FOR PARTED RESNOS ON 4' ZO.V-,ALM c^c Numwr NO E: 1. EDUIPVENT AIC RATINGS SHALL EXCEED THE AVAILABLE FAULT CURRENT. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY PRIOR TO CONSTRUCIION. SYSTEM SHALL BE SERIES RATED IF NECESSARY 10 LIMIT SHORT CIRCUIT CURRENT 10 BELOW 22,000 AIC (FOR GFI BREAKERS). 2. ALL IS BY LANDLORD. ,POWER RISER DIAGRAM ,( NTS PANEL A AATAU: RJB v/tRW . 4R PMx xKAAER 400 AMP IMIRREXCEED RI IRE RISER) WMDE INSIDE PANEL A 4DOA PANEL B 4DDA 2CGV/12DV 34, 4W M Di�i��oi��®� PMN CB 2MV/30 IDEA MLD 208V/30 SERVICE CT CAN A PETER. RODR/GRADE 7!f QZ ______ 4E25011M AL. UNDERGROUND SERVICE /1 21/3PIN 2-1/Y EM1 LATERAL COmD. W/ PoY![R / CORAPANY FOR REQUIREMENTS 2 SET OF 2-,/2-C WITH 40'lSOtCN EACH AL, TPNH' NO E: 1. EDUIPVENT AIC RATINGS SHALL EXCEED THE AVAILABLE FAULT CURRENT. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY PRIOR TO CONSTRUCIION. SYSTEM SHALL BE SERIES RATED IF NECESSARY 10 LIMIT SHORT CIRCUIT CURRENT 10 BELOW 22,000 AIC (FOR GFI BREAKERS). 2. ALL IS BY LANDLORD. ,POWER RISER DIAGRAM ,( NTS PANEL A AATAU: RJB v/tRW . 4R PMx xKAAER 400 AMP IMIRREXCEED RI IRE RISER) PHASE 4� MNR DTA 411 L -A L u0H1xC LOAD - - D IOEVL NEI 1.1 LOAD - 12TH - 12THR - AECEPTACM LOAD La DTAL RECEPINCLE -A 7.1 T14 ML CWIxuM6 LDaD x uIXRIMM H - LUNG LARLEti AGUAR LOAD 0.00 X LRMF-7 I.25 0.M M - uPYAT MOIa Lao = o 0 bx. TOTAL ANIS F__]ANPR WPAAA B /U. ]PH H W - FAN HER 01 MOVERS (RATED FOR PERSDMfL PAGIFCTON PER CADQ AND DFMCAIED NEUMAIS FM THY ORCUBS 10 PREVENT FALY iVPNM0. ORPMEMI NIC RATHAPAW SHALL EUCCED THE ARAINELE FAULT C- CONTRACTOR SHALL RERIN ARAILABLE — SHALL RE SERIES RAED IF v —RI TO LIT SHORT man aARINT ID SELDA MMA(FOR UIDAW RAIN Ln PRm TO cxmRurnML cn BREAKERS). PANEL B VDS v/IAV YH, 4W YD RDR: PANEL A AA AC RATxx ALD AVAILABLE PAN Di�i��oi��®� ®moi©i�mi�i��i0imi�i©� � i© i0�i©i®mi{nim©�� Di�O�im �i®�m0 ®M®' m®MMM0' 0® im:,.. � PHASE 4� MNR DTA 411 L -A L u0H1xC LOAD - - D IOEVL NEI 1.1 LOAD - 12TH - 12THR - AECEPTACM LOAD La DTAL RECEPINCLE -A 7.1 T14 ML CWIxuM6 LDaD x uIXRIMM H - LUNG LARLEti AGUAR LOAD 0.00 X LRMF-7 I.25 0.M M - uPYAT MOIa Lao = o 0 bx. TOTAL ANIS F__]ANPR WPAAA B /U. ]PH H W - FAN HER 01 MOVERS (RATED FOR PERSDMfL PAGIFCTON PER CADQ AND DFMCAIED NEUMAIS FM THY ORCUBS 10 PREVENT FALY iVPNM0. ORPMEMI NIC RATHAPAW SHALL EUCCED THE ARAINELE FAULT C- CONTRACTOR SHALL RERIN ARAILABLE — SHALL RE SERIES RAED IF v —RI TO LIT SHORT man aARINT ID SELDA MMA(FOR UIDAW RAIN Ln PRm TO cxmRurnML cn BREAKERS). PANEL B VDS v/IAV YH, 4W YD RDR: PANEL A AA AC RATxx ALD AVAILABLE PAN PHASE DaRE MD ANP = DTA DTA L UGHMC b La - - IDEVL WIFCMII. LOAD - BM 20I RC - RECPIACL[ LOADD DTILIAL = =DuWW taM =-A L INA L - X i UA- MRYNDTM SI LOAD LARREXT : o X , TDTAL K. Lab , : o - )PERS RATED COM�AID IRIPRxO EaFAIENT SKIFY SINLL & YRI[S RAPD IF YFRSSAPY 1D LMl SH maR aNRDI1 LL 1D YIN 22,M0 ACUBCR AT:EAA[RS). N THEHm ro ACRI6TRUCRIW LEED SYSTEM COMMISSIONING CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REWIRED 1D DENWCT AND FROUTAIE SIARBUCKS STAFF BUILMNG COMMISSIONING EFFORTS. MS WORK WALL BE COMPRISED OF THREE DISTINCT EFFORTS 1) SUPPORT SIARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; 2) PERFORM TESTING, ADJUSIING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE 1ESIING BY SIARBUCKS CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS CONTRACTOR SHALL PERFORM AND PRDVDE ME FDLLOWANG a J REQUIRED BY LEED AND OTHER PROCESSES THAT MAY OCCUR W1 OF SEQUENCE WITH COMMISSIONING SERNCE. CONTRACTOR SHALL CONDUCT, DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBIICKS CAR. 0�� m IsFDRI5' Q EffiAFS' -'C'•- �0 Starbucks Coffee Company 2401 Utah Avenue South Raabe, Washington 98134 (206)318-1575 r we Hd a sagc�cc rc (w�.��9ss �Wna s�j aas fllly by .1 RENtON lNIvINlERINIv IEWHM,awIarMRMr m co Z N a � C oa � am W G O C`s Dpi z w } >O wN E N aYdM Store#: TBD Project #: 53486-001 -TI Electrical Panel Schedules & IIS. One -Line Diagram E-002 ®moi©i�mi�i��i0imi�i©� i0�i©i®mi{nim©�� mim©�� imp©i�m�� muni©dim 13 o oim©�� 11111111IM111111m��oomimio�� PHASE DaRE MD ANP = DTA DTA L UGHMC b La - - IDEVL WIFCMII. LOAD - BM 20I RC - RECPIACL[ LOADD DTILIAL = =DuWW taM =-A L INA L - X i UA- MRYNDTM SI LOAD LARREXT : o X , TDTAL K. Lab , : o - )PERS RATED COM�AID IRIPRxO EaFAIENT SKIFY SINLL & YRI[S RAPD IF YFRSSAPY 1D LMl SH maR aNRDI1 LL 1D YIN 22,M0 ACUBCR AT:EAA[RS). N THEHm ro ACRI6TRUCRIW LEED SYSTEM COMMISSIONING CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REWIRED 1D DENWCT AND FROUTAIE SIARBUCKS STAFF BUILMNG COMMISSIONING EFFORTS. MS WORK WALL BE COMPRISED OF THREE DISTINCT EFFORTS 1) SUPPORT SIARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; 2) PERFORM TESTING, ADJUSIING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE 1ESIING BY SIARBUCKS CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS CONTRACTOR SHALL PERFORM AND PRDVDE ME FDLLOWANG a J REQUIRED BY LEED AND OTHER PROCESSES THAT MAY OCCUR W1 OF SEQUENCE WITH COMMISSIONING SERNCE. CONTRACTOR SHALL CONDUCT, DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBIICKS CAR. 0�� m IsFDRI5' Q EffiAFS' -'C'•- �0 Starbucks Coffee Company 2401 Utah Avenue South Raabe, Washington 98134 (206)318-1575 r we Hd a sagc�cc rc (w�.��9ss �Wna s�j aas fllly by .1 RENtON lNIvINlERINIv IEWHM,awIarMRMr m co Z N a � C oa � am W G O C`s Dpi z w } >O wN E N aYdM Store#: TBD Project #: 53486-001 -TI Electrical Panel Schedules & IIS. One -Line Diagram E-002 SITE PLAN GENERAL NOTES / AO PROVIDE P d OPERATING SYSTEM. ALL MENS ARE NOT LECESSANLY SHOWN. SHRILL. } OPRDVIDE CORE DRILLS, CONCRETE THRONG, BORING, AND FLOOR ELECTRICAL SCOPE OVERVIEW: PARCHING ROUTE RACEWAY(S) THROUGH fLOOt SLAB INTO WALLS AND LME THE W 2 O3 (SEE THE LANDLORDS LORI( LETTER FOR FURTHER REQUIREMENTS) AND LOW E%ISTNG CONCRETE/PAVING COORDINATE WITH STARBUCKS AND LERAL CATONS.10R TO DETERMINE SPECIFIC APPROVED METHODS 1. ALL SRE CONWIM. FITTNGS AND PULL SIRINGS ETC ARE BY LANRDRD'S (ETC) AND EXACT LOCATIONS. ELECTRICAL ALCONTRASIARBUICKS TOR ELECTRICAL CONTRACTOR INCLUDING CONDUIT KID BUILgNG). ALL SIZE CDNWC10R5ARE © CCNTRACIOR IS RESPONSIBLE FOR SIZE INVESTIGATION PRIOR TO START OF BY ELECTRICAL CONTRACTOR. QUARK TO REVEAL THE WILL SCOPE O MORN. - - 2 3 2. LANGUID D'S CONTRACTOR SHALL ADHERE 1O ALL REQUIREMENTS OF THESE PLANS 8 INSTALL ALL SYSIENS PER CODE. Op A LOCATING SERVICE SHALL BE USED i0 LOCATE ALL EXISTING -{S} UNDERGROUND PIPES AND CONDOM PROR TO TRENCHING. -.CONTRACTOR LY - - - - 3. IF LANDLORD [HOGSES TD DEVIATE fROM ROUTES SHONN,IT SHALL O REVIEW ALL CINL DRAWINGS AN) COORgNAIE TENDING ROUTES PRIOR TO ONLY BE DONE NTH THE APPROVAL OF STARBUCKS AND THE LANDLORD. Starbucks Coffee 2 ' B -3A I _-^._ �. TRENCHING. Company FD SIARBUCKS CONTRACTOR IS RESPONSIBLE FOR ALL WORK NOR BEING v � v 2401 Utah Avenue South ❑ I 2 3 FGUURNISHED AND INSTALLED BY LANDLORDS CONTRACTOR (COORDINATE NTH Seallle, Washington 98134 {20b) 318 1515 SEE ARCHITECTURAL SHEETS FOR FURTHER SIGNAGE INFCRMAIIQU AND I � EXACT LOCATIONS v I (ITP.) RNSH AND INSTALL PULL STRINGS IN ALL CONDUIIS, ALL CONDUIT STUBS I O TV 'v I SHALL BE TYPE RMC CONDUIT NTH BUSHINGS 011ER PORTIONS Or t ) r=,,d v UNDERGROUND COLOUII MAY BE PVL F ALLOWED BY AHJ AND PER LOCAL CONDITIONS. ALL CONDUITS ABOVE GRADE SHALL BE ENT UNLESS q OTHERWISE NOTED. OI EXTERIOR SITE LIGHTING TO R ON A P.E. CELL (NOT SHOWN). K I LICHTNO REOUIRENENM 1.1 A) MINIMUM LIGHT LEVELS OF 1.5 FOOT 1 E CANDLES AT PATIOS K nwT 1 1 B) MINIMUM LIGHT LEVELS OF .75 FOOT 1 I CANDLES AT PAVED AREAS. SDEILALKG ETC. C) NO DARK AREAS ON SIZE, INCLUDING TRASH ENCLOSURE. RENtON r D) METAL HALIDE LIGHTING PREFERRED. 71 BH' OJ CONTRACTOR SHALL LABEL ALL CONDUITS SO THAI VENDORS WILL KNOW I WHICH CONDUITS TO USE. lNOINlERINO fdl HOUND HOES WHERE NEEDED PER CODE AND 10 INSTALL CABLE/VIRE. II LO CONDUCTORS ARE NOT SHOWN IN PLAN VIEW. FURNISH AND INSTALL PER I CODE, AHJ REQUIREMENTS AND AS NEEDED 10 LIMIT VOLTAGE DROP. II OM SEE E-001 FM LOW VOLTAGE CABLE AND SPECIFICATION REOUIRENENIS ii SITE PLAN KEY NOTES I I O I' SPEAKER ER POST POWER: Il 1202 POWER IPI SG, OlCON PLOVER PANEL. I 1 1' UNDERGROUND Cglglll WITH ] 410 8 1 (110 G QU [ONOU[iDAS I O DT SIGNAGE. PRE -MENU BOARD AND MENU BOARD: FAI 12W POWER FROI 1 STARBUCKS PANEL(S) NA Sl %S 11MECLOCK. 3/4' UNDERGROUND II CONDUIT NTH 2 010 & 1 210 G CU v I O3 CONDUIT STUBBED UP THROUGH FOUNDATION L II O NOTE NOT USED. y O NOTE NOT USED SPEAKER POST DATA- Fdl 1' UNDERGROUND CONDUIT 1O STARBUCKS DATA n RAN AND STUB IN WALL BEHIND RACK. / DETECTOR LOOP: SIM 3/4- UNDERGROUND CONDUIT FOR DETECTOR LODP. SPEAKER POST AUDIO/WIDER: ROUTE 1' CONDUIT UNDERGROUND ID STARBUCKS DT P.O.S AREA AT Dl WINDOW (SEE DETAILS FOR LOCATION) FOR AIAID/DETECTOR LOOP NRING (SEPARATE CARES - SAME CONDUIT). / / F DETECIM LOOP CENTERED ON SPEAKER O O E6 P021 R' BELIX1 TOP Of RMDNAY. 0 MD. NTH GENERAL SO THAT O B PAVEMENT DOES NOT NEED 10 BE Clll. 2' 2 I I STARBUCKS POM[R PANICS A d B � I I Z LCIP 1 ORM:-T1RU LANES N ---- SPEAKER POST: FN FACE OF CONCAEI[ CgiB CONDUIT BOX INSIDE SPEAKER CONOWIY ) POST AS NEEDED O\ E r - (SEF SRIF NU ATfORON) B 16 O\ LdNTNUB Q - - PPP `BOLLARD 2 ZL (SEE SITE PLAN A Qi m E <}C mM COT FOCONTINUATON)B N� q\L(Ii_�_(SEE SIE PLAN FOR CONTINUATION) WARD Sa'toY#' BD b-001OLU Project 5348 CONCRETE fW1INGJ O 3 \` _.-. _.,.._..,. ITYPJ I..... . oe lv�lr � MENU BOARD DETAIL DETAIL r. n, F NIS -EXACT ORIENTATION NOT SHOWN. omwi �r: vumi nom - SEE SITE PLAN d ARE,DETAILS. SITE POWER PLAN Q _ Site Power Plan u07 Au or uuDLOROs wDRN Is 0 5 1D A b � pNDLORDS REO IRENENIS� cct r f3'�P� E-1 11 7E - KEY NOTES Ot CONTRACTOR IS TO FURNISH AND INSTALL PULLST THROUGH ALL CONDUITS MB CONDUITS UP IN LOCATIONS n^ PER ARCHITECTURAL SHEETS QUANTITIES Of CONDUITS PER iH15 SHEET, NOT ARCHITECTURAL. O ALLUNDERSLAB (POWER A LAN) CONDUITS SILALL BE 3/4' PVC. U.O.N. ALL S1U8 UPS A ELBOWS FOR POWER, LAN d OTHER SHALL BE R&D STEEL. O�LY O ME PLUMSING PLANS FOR ADDITIONAL UNDER FLOOR V ITEMS (TYPICAL). SIO CDNTRACTOR SHALL FM CORE DRILLS CONCRETE CUTTRG AND PAICHYNG WHERE NEEDED TO PENETRATE EXISTING CONCRETE Starbucks Coffee FOOTINGS AB. COORWNATE WITH SIARWCKS AND GENERAL CWTRA OR TO DETERMINE SPECIFIC METHODS AND EXACT IDCATONS. Company OB PROTECT CONDUIT OPENINGS FROM CONTAMINANTS AFTER 2401 Utah Avenue South Se ftl , Washington 98134 COXIDUM ARE INSTALLED AND PRIM TD BACKFILL © IF POSSIBLE, ALL STUB UPS SHALL BE 4' OC MINIMUM. (206) 318-1575 OTND COUTS IROUTING TO POWER PANELS SHALL EXTEND UP WALL UNDER PANELS AND TERMNATE IN PANELS NTH APPROPMAIE r �rMI % tie Clem I -LAN POS EXPIDITOR/MOlITOR FIIIINGS AND BUSHINGS READY FOR WRE TO BE PULLED BY o�ed��amwQxYsyt cG emnnUr a ar sa 1 -LAN SPARE OTHERS FAH YBOXES/WREWAYS TO ACCONPLISH THIS IF rxd am�n saq .Nmauc oc HTrwr 1-LA8[LER,HOi HAP, REFRIG 10 1-AUDD/DEIECIOR LOOP I -ESPRESSO NECEARY. SS O LABEL ALL CONDUITS SO VENDORS WILL KWAY WHICH CONDUITS 7 1 -SPARE 1 - GENE R TO USE, SUCH AS 'TD DT SIGNAGE' OR 'TD SOUTH SIDE OF DI ENDOW FOR POS EWIP'. ❑ 1 -Di POS EQUIP. 1-WARNER/GNNDER 1 -SPARE Op CONDUCTORS ARE NOT SHOWN (TYPICAL). :Ha o.�r�y en oocm �a Qum G` ,�ni�w. �by t -WARNING OPEN A 1 -BLENDER 1-REFRIG/LABELER 10 SEE E -1D1 SITE PLAN FOR CONTINUATION. - 1-(2) REFRIG. 1 -LAN WARMING MEN/LABELER RENON ` D v �T ® 8 ..` \=-\ NDl ALL OF LPNOOtdS WY)RK 6 SHOWN SEE SHEET E-001 FOR 'LANOORDS INOINIERINO HHWAAAnpxanWKMa 000 AA 1 -SPEAKER POST REQUIREMENTS' 0 II ` 1 -Di SIGNS/NENU BOARD — ------- ELECTRICAL PANELS rII- I 1-POS/SAFE 1 -LAN CUP LABELER L��Jry�� ; �=-SPARE - ` 1 \ 1 \ 1 -LAN SPARE 1-LABELER/HOT TAP REFRIG ---- ------ �� 2 -ESPRESSO �� \\\�\�\�\ w 1 -SPARE 1 -LAN POS, 1 -LAN POS PHONE �� J\ 1 -LAN SPARE I -SCALE �� `t -SPEAKER GI MST DATA (1'C) (TW) 1 2 3 4 3 A B 9 I -FOOD CASE - 1 -IAN CUP LABELER - .DATA RACK I -SEATING RECEPTACLES --- o -SEATING RECEPTACLES i r- I ._o � - I I z N I � � � � 0 I I +N } N N aY<M I _ Store#: TBD I 53486-001 ❑Project#: � I ELECTRICAL UNDERSLAB CONDUIT PLAN 0 1 2 3 4 B tz Q- ElectricalUnderslab Conduit Plan E-110 IMPORTANT C.fl ANTI DRCIIII NO1FS ALL 12N DU1L[11 IN BACK BAR, CAT BAR, EMIRONA (AM AS DEFINED BY INSPECTOR k AHJ AND AS INDICATED EISEMERE SHALL BE IFI PRDIEC D. GFCI RECEPTACLES ARE ONLY ALLOWED WHERE SHOWN IN RAN. ALL DIMER GFCI PROTECTED CIRDAIS SHALL BE PROTECTED BY CFI BREAKERS RECEPIAMES AND FACEPLATE COLORS SHALL BE: BAR AREA: STAINLESS STEEL PLATES WITH MITE WTLEM SEATING AREA: CONFIRM VIN ON. WORKROOM AREA: STAINLESS SIEEL RATES NIM WHITE OUTLETS GENERAL POWER NOTES OPROVIDE ALL BRANCH CIRCUITING AND DEVICES, EVEN IF NOT SHOWN PROVIDE ALL ERNG AM VIRE QUANTITIES TO ACCOMPLISH ORCUMIN 10 MEET SPEC REQUIREMENTS AM APPLICABLE CODES OB ALL IS NEW UNLESS OTHERNSE NOTED. © WIRE QUANIMES ARE NOT SHOWN. FURNGH k NSIALL PER M1E5, CODE AND AS NEEDED WIN DENCATED NNiRALS FOR ALL CFI BREAKER PROTECTED CIRCUITS (10 PREVENT FALSE TRIPS). INSTALL A NEUTRAL CONDUCTOR FOR ALL CIRCUITS INCLUDING MV T -PHASE LOADS TO ALLOW FOR CONTROL POWER AND FOR FUTURE UPGRADES. O NOT ALL CONDUITS/CIRCUITS CALLED FOR IN NOTES AlE SHOWN IN PLAN MEW. OE VERIFY ALL EQUIPMENT RATINGS IN FIELD AND ADJUST CIRCUIT BREAKER RATINGS AS MAY BE NEEDED. CONFIRM CIRCUIT VOLTAGE 6 Al A VOLTAGE RECOMMENDED BY EOUIPMENT MANUFACTURERS IF NEEDED, THE CONTRACTOR SHALL PROVIDE AND INSTALL BUCK -BOOST TRANSFORMERS TO BE LOCATED INACCESSIBLE LOCATIONS ABOVE THE OBLING WITHIN 6' OF THE ELECTRICAL PANEL F LOCAL CODES DO NOT ALLOW INSTALLATION ABOVE TIE CEILING$ ME TRANSFORMERS SHALL BE MOUNTED TO THE WALL .VISE BELOY THE CEILING. ACCEPTABLE TRANSFORMERS INCLUDE ACME. ALL AND INSTALL ANY ADDITIONAL OCP. NEEDED. ©SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ANY EXPOSED IDDXES CONDUIT, ETC. (SEE GENERAL NOTES ON E -DOT FOR EXPOSED RACEWAY REOUIRENENM) © VENIFY ACTUAL RAIIWG/LSIIW5 DF EQUIPMENT AND ADMJST BREAKER, WTIEI k CIRCUIT SZES/RATIWS AS MAY BE NEEDED PER CODE. OIF ANY CORD AND PLUG IS OBSTRUCTED BY CABINET PARTITIONS PROVIDE ADORIWAL OUTLET. (DPROVIDE DATA d J -BOX W/ IBA 208V/1q CIRCUIT FOR FUTURE ENPMENI OQGAFE 8 RETAIL CRINGER/ SCALE: PROVIDE DUPLEX RECEPTACLE 0 26' AFF 3 INN BREVEW: NEMA 14-502 RECEPTACLE 026' AFF. 1 4'C -.1E6 ANDID GROUND, CONTRACIOR TD PROVIDE A NEMA 14 -SOP C MCAS EOR THE BREWER, BRYANT OR EQUAL FOR O ((HUBB�MEE6LLRMBLL(9367 SEESSO IRESFOR EQUAL ATURNISH AM 3D'AFF.. ROL)TE 3/4- CONDUTLL NEVA 6-5DR E M�iALLANENd1)6fSO ANGLED P�LUGN HUBIBELL HBL9ACK TO PANEL. FURNISH 368 SERIES OR DOUAL.ND 5 UNDER COUNTER REFRIGERATOR: PROVIDE RECEPTACLE O 2G AFF, 6 REFRIGERATOR AND/OR FREEZER RECEPTACLE AT 84' AFF. j ICE MACHINE IRENDIE CCOLEDI: CONFIRM POWER REQURNENiS 8: INi[RCWAEC INC VIRE FM ICC MACHINE k REMOTE COUBENSER. PROVIDE RECEPTACLE AM POWER CONNECTION PER MANUFACTURER AND COGS REQUIREMENTS. CONFIRM NWNIING HEIGHT. O FOOD AM: HARD WIRE EOUIRENT CONNECTION. PROVIDE SEPARATE (1) 12DV IM AND (1) 220V 20A DEDCARD CIRCUITS O DIS CASHER ( AIM TEMP): NEM. 19 501, RECEPTACLE 0 18' AFF, OU 10 CONVENIENCE RECEPTACLE 018'. 11 CRSCUIOW MOTION SENSOR LIGHT SEEM. SEE E-112 FOR REQUIREMENTS AND @ COFFEE WARNERS PROVIDE RECEPTACLE(S) 0 26' AFF. 13 BLENDERS RECEPTACLES O 26' LF IN 2 DUPLEX BOXES. 14 MUSIC BLACKBOX: PROVIDE RECEPTACLE NEXT TO BLACK BOX. VERIFY NWNIING HEMI k LOCATIONS. LOCATION OF SWITCHING SEE E-112 FOR FURTHER REQUIREMENTS AND CIRCUITRY. NOT ALL SWITCHES ARE NECESSARILY SHNM. PROVIDE ADDITIONAL OUTLET AND BO( AS NEEDED FOR SECURITY SYSTEM ABOVE CEILING COORDINATE WITH SEWRITY SYSTEM AMR/) MILER. SIGNAGE: MIND. W/ SIGNAGE VENDOR FOR CONNECTON k POKER REOUREVENTS AND SEE ARCH. FOR LOCATIONS. PROVIDE ALL WALL PENETRATIONS k CONNECTIONS 10 SIGNAGE. PRNIDE DISCONNECT SWIICH IF MT PROVIDEDW/ SG N PER CONE. ALL CONWITS, .FBOX, DIMNNECTS, ETC WILLBECONN ALED FROM VIEW IN CONSTRUCTION DR ON ROOF. SAFE: FURNISH AND INSTALL DUPLEX RECEPTACLE AND SECURITY J -BOX AT 18' AFF. CC TD FBI CABLING AND COORDINATE WIN DIEBWD FOR SAFE INSTALLATION k SETUP. POWER PLAN D 1 2 3 4 B 12 O HOT IAP: PROVIDE RECEPTACLE Al 26" AFF. ® SEASONAL RECEPTACLES SHALL BE MOUNTED ABOVE WINDOWS DR IN CEILING MEETING CODE 'SHOW WINDOW' REDUIRFMENTS. EXHAUST FAN: CONNECT TO IIMECLOCK SEE DETAIL ON E-501. FAN SHALL 21 RUN CONTINUOUSLY DURING OCCUPIED N�ODE. CDOMINATE NTH MECHANICAL 22 ON EE -MIK PROVIDE AND R[WREl1ENTS.ELECIALLADEVICES. ME DETAILS REQUIRED OUTLETS ARE NOT NECESSARILY SHOW 23 POS FURNISH AND INSTALL DUPLEX ISOLAIED-GROUNDING TYPE RECEPTACLE AT le AFF., INCLUDING GREEN GROUNDING WIRE AND ISOLATED GROUNDING MIRE BAD( TO SERVING POWER PANEL PER CDDE. FURNISH AND INSTALL (1) �BCM FOR DATA OUTLET AM (1) �BOX FOR PHONE DVI -ET Al IG AFF. O DUCT NNNIED SMOKE DETECTOR. COORDINATE WIN MECHANICAL FOR HVAC INTERLOCK SHUT DEMI AND FBI 12N CIRCUIT. (SEE DETAIL ON SHEET E-501). CODRD. W/ GC FOR ANY NEEDED ACCESS PANELS. p5 4- SOMRE YBDX MOUNTED ON 1/2- EMT CONDUIT O LOCATION SHOWN IN MAIING AREA FOR SECURITY SYSTEM STROBE LD1 -1. NNW AT 15-O'AFF (CONFIRM). ROUTE CDNWIT 10 SECURRY ALAN PANEL LOCATION. ®ALARM KEYPAD AND EMERGENCY CALL PHONE: MOUNT O 54' AFF. ROUTE CONDUIT IN WALL FROM J-BDX AND STUB UP ABOVE CEILING. 2] MOT NATER TANK: Fl 2ND/120V RECEPIACLE FOR POWER VENTED HOT WATER TANK ABOVE M40P SINK. 2B CO SEAMIN FURNISH O INSTALLED BY SECURITY VENDOR k CONNECTED TO SECURITY PANEL (CONFIRM). O NNWWITHR CEPIACLES IN BENCH SEAT. SEE ARM. PLANS & COORDINATE ® PHONEPANEL ABOVE CEILING (CONFIRM LOCATION). PROVIDE ADJACENT 4-PLEX RECEPTACLE. O STUB UP POWER, DATA, PHONE AND SECURITY CONDUITS B' AFF IN THIS LOCATION AS INDICATED ELSEWHERE f El ARCH, PLANS FOR DIMENSION ROUTE ABOVE FLOOR POWER CWOASoRS IN FLEXIBLE METAL CONDUIT ITH GROUND TIGHT TO WALL FROM RECEPTACLES 10 NEAREST RIGID STUB -UP AND BACK TO SERVING POWER PANEL. ROUIE MTA, PHONE AND SEWRITY CONDUITS UNDERFLOOR ""ATO DATA RACK NEAR MANAGERS WORKSTATION. LABEL DATA AM PHONE CONDUITS TOR DATA CARING, PROVIDE INSULATED OUSHINGS, AND PROVIDE RILL SIRING FROM END 10 EM. LABEL SEWRITY *CONDUIT FOR SECURITY' AND PRN DE PULL STRING FRDN END TD END. STUB UP LOCATIONS IN WALLS ARE NOT SHOWN. O NOTE NOT USED. O NOTE NOT USED. O CUP LABELER: PRNIDE ISOLATED GROUND RECEPTACLE AND BACKBOX FOR LAN CONNECTION O 26' AFF. ® FURNISH AM INSTALL NEAIHERPRDOF, CFI, DUPLEX NEVA 5-20R RECEPTACLE ON RDOF Al UNIT. MOUNT RECEPTACLE ON UNIT IN ME MANUFACTURER'S RECOMMENDED LOCAIIDN THAT DOES NOT OBSiRUCI ACCESS AND NAMEPLATES O LCP - LIGHTING CONTROL PANEL: SEE ME LIGHTING RAN k DETAIL FOR CONTROL k PANEL REQUIREMENTS WAMING EN 31 MAIM REEEPIACLE/CIRCO iR A11NG1V� RECEPTACLEPOWER EQUIPM NTULRATINGG (CONFIRM). ® WAR AD OVEN: -NISH k INSTALL NEMA 6 -.YR RECEPTACLE O 211' AFF, k ALL NECESSARY DOADUII, WIRE (/1DCU., MEN) k CONNECTIONS BACK TO SERVING PANEL. ® NOTE NOT USED. O D/F AUTOMATIC SLIDER WINDOW. PROVIDE (1) CONDUIT AND YBOX VIN 12N, 2DA BRANCH CIRCUIT. SEE MANUFACTURER'S SPECIFICATIONS FOR REO. qOj WARMING WEN DATA: FM FLUM MTA WHET 02GAFF AND CATS MIA CABLE FROM CUTLET BACK 1D DATA RACK. Z D///1 MISC. POS EOUIPAE//NT: PROVIDE A 4 -REX RECEPTACLE O 26' AFF. 13 RECEPA"CLEBASE UNLIT 4, OAVDED AT /OPOUMOCIRCUDVDE I2 CUP EX RCH DETAILS FOR MOUNTING HEICMS CC AA M D/i COMMUNICATION / CCN SYSTEM: PROVIDE RECEPTACLES AND (3) IBCMES J -BOX It (BELOY CWNIER HEIGHTZ N1ERC[Pi CONDUIT FROM OR Ru CICS SPEAKER POST OR NEW BMRD SPEAKER LOCATION AND REAR BUILDNG CCN CAMERA, PROVIDE 2 GANG .FBOt AND ROIJFE A 1' CONDUIT UP TD CCTV BOX. }BOX d2 (CCTV MONITOR HEIGHI): INTERCEPT CONDUIT FROM � BO( Yl, AND RWIE A 1' CONDUIT UP TO WIRELESS BASE SYSTEM J-BOX..FBOX 13 (WIRELESS BASE SYSTEM HEIMIi INTERCEPT CONDUIT FROM J -BOK CO2. (CONDUITS MT MDMN) SEE DETAIL M E -MI. AS COSIER PUMP: FM POSER PER CODE O MANUFACTURERS REQUIREMENTS (CONFIRM). 96 D/T REG&IER AM EXPEDITOR RENSTER: PROVIDE RECEPTACLE AND MTA OUTLET Al 26' AFF. ROUTE 3/4' DATA COUWI1 BACK TO DATA RACK. ND1 ALL DF LANDLORDS YMRK 6 SIHIXM SEE SHEET E -ODI EOR 'LANDLORDS REOUIREMENiS' �0 Starbucks Coffee Company 2401 Utah Avenue SOUth Sealile, Washington 98134 {206)318-1575 rM %pnxtdc�a m wnGi,Y77 s omexicG cl,im s aq rc (w �.., i�si GW�ta s�rtuaals sYallxava`x �e �tiM�.�, RENtON lNOINlERINO WRAMA00NMMKWMHa � C? ♦✓ W yT �y >Z N G E Q 7 ( O C`s Qui z w W m E } N N aY<M Store#: TBD Project#: 53486-001 Power Plan E-111 Q w NDIE: NOT ALL LIGHTING nXTURES OR MOUNTING ELEVATIONS ARE SHOWN. n LIGHTING SECTION E NTS COMMISSIONING REQUIREMENTS THE CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING CONTROLS AS INDICATED. TEST TO ENSURE THAI CONTROL DEVICES, CD.MPONENTS EOUIPMENT AND SYSTEMS ARE CAUBRA CD. ADJ157ED AND DPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SEWENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH THEY PLANS AND SPECIFICATIONS WITH STARBUCKS AGENT PRESENT. A COMPLETE REPORT Di TEST PROCEDURES AND REWLIS SHALL BE PREPARED AND FILED WITH STARBUCKS ALONG WITH A ONE PAGE NARRATIVE EXPLAINING HOW TO CONTROL THE SYSTEM FOR THE STORE PARTNERS SEE E-002 FOR FURTHER REQUIREMENTS. GENERAL LIGHTING NOTES I LIGHTING PLAN KEY NOTES O ALL IS NEW UNLESS OTHERWISE NOTED. OCOORDINATE WITH X AS 10 WHOM 15 TO PROVIDE ALL LIGHT FIXTURES AND LAMPS UNLESS NOTED OTHERWIY. © REFERI TO ARCHITECTURAL PLANS FOR EXACT FIXTURE Op NOIE NOT USED. OALL TAMPING IN FOOD PREP AREAS SHALL SHATTERPROOF LANDS IF THE FIXTURE DOES NOT HAVE A LENSE. ©REFER 10 ARCHFIECIURAL PLANS FOR EXACT FIXTURE LOCATIONS O CONDUCTOR QUANTITIES ARE NOT SHOWN. FOU PER CODE WITH SWITCHING AS INDICATED BY LETTER DESIGNATION, NOTE, ON LOCAL SWITCH. CONFIRM WIRING DIAGRAMS AND REDUREMENiS OF ANY SPECIAL LIGHTING COAnROLS El El LIGHT) O LIGHTING CNITRDL PANEL (LCP) NTH CURRENT LIMITING PANEL OLP) LDCAIED ABOVE. SEE DETAIL ON SHEET E-501 FOR LCP PANEL/CONTROL REDUIREMENTS. 2 GHTS IDENTIFIED NTH 'NL' & EMERGENCY FIXTURES 10 BE ON 24 HWR PER DAY LOCK -DN CIRCUT CONNECTED 10 THE UNSWIICHED HOT LEG. O MOTION DETECTOR SWITCH MOUNTED 48' AFF AND 1-1/7' FROM OUTSIDE EDGE Of ODOR FRAME. COORDINATE LOCATION WITH TILES, STUDS AND OTHER OBJECTS CONTRA LOCATION NTH GC. OEXTERIOR BUILDING LIMB AT DRIVE-MRU WINDOW 10 BE CONTROLLED BY LCP. SEE LCP DETAIL. O5 AOIUST TOWS OF ALL TRACK AND RECESSED DIRECTIONAL LIGHTING 10 FULLY ILLUMINATE ALL ARTWORK, MEW B04R0; AND NERCH BAYS. © EXTERIOR WILDING LIGHTS (NOT ALL SHOWN) TO BE CONIROLED BY LCP & PE CELL. (SEE DETAIL.) Oj NOT ALL SNITCHES NEEDED ARE SHOWN. SEE DETAILS ON SHEET E-501. © CONFIRM NIRING REDUREMENIS FOR EMERGENCY BATTERY BACKUP FIXTURE. LIGHT SHALL TURN ON/OF !IM LIGHTNG CONTROLS INDICATED WITHOUT TURNING DNF THE BATTERY. WHEN POWER IS LOST TO THE UNSWITCHED CIRCUIT, THE BATTERY SHALL TURN 'ON' AND ILLUMINATE THE FIXTURE. O9 OD NECI REMOTE EMERG LIGHT TO INTERIOR BATTER PACK (CONFIRM). LANDLORD MAY CHOOSE TO ELIMINATE THEY LIGHTS IF EXTERIOR LIGHTS ARE PROVIDED M/ BATTERY BACKUP AT EVER" EGRESS 1D HANG PENDANTS FROM MALL BRACKET (GROOK FAR' - G' IRON HOOKS). PROVIDE THIN AIRCRAFT CABLE TO SUPPORT WEIGHT OF FIXTURE & ROUTE PENDANT COED UP N ACROSS BRACKET TO A WALL IBOX d: CANOPY. (COORD. W/ SIARBUCKS OM.) O SEATING PENDANT LIGHTS PENDANT MOUNT AT HEIGHT INDICAIED. FM SNIVEL HANGER, 1/Y RIOD CONDUIT PENDANT TO J -BOX MOUNTED ON IOP OF LIGHT (CONFIRM). 12 MUSIC SPEAKERS SEE ARCH. SHEETS FOR INSTALLATION LOCATIONS AND MOUNTING HEIGHTS SPEAKERS PROVIDED BY OWER. E0Nllliiwalz rvo rQ: WKbNNW KWK1reK 1Wlr Mdertl WM MgNWnIL/N OUPHtNnwrMMNnMpprowdEy6lMBHtla L,1 1 2 1EXI&AF110 NNrbid UW16Bmre I LL INN, CFL —A, L,2 1 ExbNLNWNI Noui00onMIW-r EHLMFp.B1YW L8INIIIMVSPRN28CF12F1�4VRB LL IA RBI IA El El LIGHT) O LIGHTING CNITRDL PANEL (LCP) NTH CURRENT LIMITING PANEL OLP) LDCAIED ABOVE. SEE DETAIL ON SHEET E-501 FOR LCP PANEL/CONTROL REDUIREMENTS. 2 GHTS IDENTIFIED NTH 'NL' & EMERGENCY FIXTURES 10 BE ON 24 HWR PER DAY LOCK -DN CIRCUT CONNECTED 10 THE UNSWIICHED HOT LEG. O MOTION DETECTOR SWITCH MOUNTED 48' AFF AND 1-1/7' FROM OUTSIDE EDGE Of ODOR FRAME. COORDINATE LOCATION WITH TILES, STUDS AND OTHER OBJECTS CONTRA LOCATION NTH GC. OEXTERIOR BUILDING LIMB AT DRIVE-MRU WINDOW 10 BE CONTROLLED BY LCP. SEE LCP DETAIL. O5 AOIUST TOWS OF ALL TRACK AND RECESSED DIRECTIONAL LIGHTING 10 FULLY ILLUMINATE ALL ARTWORK, MEW B04R0; AND NERCH BAYS. © EXTERIOR WILDING LIGHTS (NOT ALL SHOWN) TO BE CONIROLED BY LCP & PE CELL. (SEE DETAIL.) Oj NOT ALL SNITCHES NEEDED ARE SHOWN. SEE DETAILS ON SHEET E-501. © CONFIRM NIRING REDUREMENIS FOR EMERGENCY BATTERY BACKUP FIXTURE. LIGHT SHALL TURN ON/OF !IM LIGHTNG CONTROLS INDICATED WITHOUT TURNING DNF THE BATTERY. WHEN POWER IS LOST TO THE UNSWITCHED CIRCUIT, THE BATTERY SHALL TURN 'ON' AND ILLUMINATE THE FIXTURE. O9 OD NECI REMOTE EMERG LIGHT TO INTERIOR BATTER PACK (CONFIRM). LANDLORD MAY CHOOSE TO ELIMINATE THEY LIGHTS IF EXTERIOR LIGHTS ARE PROVIDED M/ BATTERY BACKUP AT EVER" EGRESS 1D HANG PENDANTS FROM MALL BRACKET (GROOK FAR' - G' IRON HOOKS). PROVIDE THIN AIRCRAFT CABLE TO SUPPORT WEIGHT OF FIXTURE & ROUTE PENDANT COED UP N ACROSS BRACKET TO A WALL IBOX d: CANOPY. (COORD. W/ SIARBUCKS OM.) O SEATING PENDANT LIGHTS PENDANT MOUNT AT HEIGHT INDICAIED. FM SNIVEL HANGER, 1/Y RIOD CONDUIT PENDANT TO J -BOX MOUNTED ON IOP OF LIGHT (CONFIRM). 12 MUSIC SPEAKERS SEE ARCH. SHEETS FOR INSTALLATION LOCATIONS AND MOUNTING HEIGHTS SPEAKERS PROVIDED BY OWER. IbANW&WONT rb: 1. CmladoreM1almTeh NTh eWeLMrtlelNhuAb'w WMall(jMPoLrbhotlP�alKmmrrse plev'tl NlM1er'v PmirllpKarlrMr z FaH panmmesaeeamae xapWminawlmmmrmLmere m[paueagalw.-m�mm) 0 V� Starbucks Coffee Company 2401 Utah Avenue SOIRh Seattle, Washington 98134 (206)318-15]5 opeM or ea On wenoie oir�n Wm snarebn�Hin imrb re (SMT ebes subleb io ah mloNelal sa�burvs aM have abllmNtotbe mbar a11oo�10in�� me RENEON ENOINEERINO HHi1G,lb'rtlBPIW C Z N - M C W Cu TCA El E Q o cu C Y N zV E Q MO] S[ote # TBD Project# 53486.001 11 17 '111 w Desi n Manaeer. Kathy Olson De, Heb by. Inns Renscb em,ble. Lighting Plan E-112 rvo rQ: WKbNNW KWK1reK 1Wlr Mdertl WM MgNWnIL/N OUPHtNnwrMMNnMpprowdEy6lMBHtla L,1 1 2 1EXI&AF110 NNrbid UW16Bmre I LL INN, CFL —A, L,2 1 ExbNLNWNI Noui00onMIW-r EHLMFp.B1YW L8INIIIMVSPRN28CF12F1�4VRB LL IA RBI IA NPW IILxNO'MlbfrMr SYrrr 1.9 8 EMpHLPFEIn LLyysNW DHA' WNYe-EIAIIf� LL NameNAOW LIN—g FIA— c eslgn l0 crlpgon ResponslblllN qual n BI- VD qual 11878 nom V—,,B—d 25,, VC6 alt- 11lartDeioa wl,pl E_ Llghb,g Equryme,t 12290 1 1 -e vl,—, BIa d VD LEDNv-) PAR20 p aaenlDmber 12- 4 �- VD esp��a1 aaenitrmber 0140 2 -61, Juno PL618EU 2G VD CFL18W QT 2. I,pa X0141 14 a'�h- b 61,Ju,oTC2 Wlth.3^^1GWri VD 1OwPa�OLEDLamp tL—, %D14 DZ MRk Liltl�n ParwABSNer�iso-w N w LN1ypYYtlqq Sarre rioBL-oncuNnLNlr WDFNNNAY2TH1R120 04 ' ,,U ,,L E'C'LT BZgM-211, VD "I lea EWNl1BZHartl 4w LEDPer— 1=1171a x0140 ..,&.y&RLW-NNML UHQW BO W LED E.,.... ughblq Equlp— mergen.yExrcLlgM-WM1Re EnerW or Equal bBlacKaWV,EnergvorEqual muga... Exrc ugM A7 taI ughurlq CLP Equlp— 1Immng Panel -Juno CL64M(or EquaG t GC r", �hlllllkll per 4-8 pace oeq LCP 1 ughtlrlq Control Panel -LCD Bluebae LT 1E, ual. GC vughtlng Control Pane)R(S',q neral Cotle ulrvmuRs. (see req sol) IbANW&WONT rb: 1. CmladoreM1almTeh NTh eWeLMrtlelNhuAb'w WMall(jMPoLrbhotlP�alKmmrrse plev'tl NlM1er'v PmirllpKarlrMr z FaH panmmesaeeamae xapWminawlmmmrmLmere m[paueagalw.-m�mm) 0 V� Starbucks Coffee Company 2401 Utah Avenue SOIRh Seattle, Washington 98134 (206)318-15]5 opeM or ea On wenoie oir�n Wm snarebn�Hin imrb re (SMT ebes subleb io ah mloNelal sa�burvs aM have abllmNtotbe mbar a11oo�10in�� me RENEON ENOINEERINO HHi1G,lb'rtlBPIW C Z N - M C W Cu TCA El E Q o cu C Y N zV E Q MO] S[ote # TBD Project# 53486.001 11 17 '111 w Desi n Manaeer. Kathy Olson De, Heb by. Inns Renscb em,ble. Lighting Plan E-112 Y MOUNT FOR ' AFF. VIE AN OR NGE COVER P DEDICATED R' EMT CONDUIT i0 SECURITY TEL PHONE UNES-2 Gi5 CABLES � — — — — — — , � NOUN) 092' AFF. FRDVIDE AN ORANGE COVER PLATE. PANEL YBOX. . (BY OTHERS). — — — BOX FOR TELECOMMUNICATION WIRING -MOUNT DEDICATED 3/4" ENT CONDUIT 10 T 'HDTSPOT LINE -1 CATS CABIE 71 ABOVE C[ILNC, ROUTE BACK TO DEMARC PANEL. SECURITY J -BOX. 6 OTHERS (2) 1- EMT COMMITS FOR SECURITY (Y ) —SECURITY SIRDEE J-BDX STROBE DS /FRAME RELAY LINE -1 G15 AND VIDEO PLENIIN CARESJ� GRE (BY OTHERS) SECURITY PANEL . BOX -MOUNT 0 9Y DEMOTED 1/2' EMT COMMIT ID SECURItt E OF CEuxG LOCATION AFF d 15' DYER FROM ADJACENT DUPLEX. Lt PANEL J -BOX �SIROBE .FBD% DEDICATED POWER JL LOW CommNE VOLTAGE (If PREG[NT) SAFE ARE CIRCUIT TO PANEL WITH COVER LATE FOR NOW PLYING SERVER 7MMNTING \S0�� .FBDX EACH CAMERA B J-BDX NO110N DETECTGi OEDICAIED PDNER RECEPTACLE FOR MUSIC RACNBDX. (TP) (BY HE 3/4' EMT CONDUIT IBV OTHERS) GRCUII TO PANEL .FBG FOR DSL/FRAME RELAY LINE -MMMT O 9Y AFF. H CONFIRM MCROPHCUE/SPEANER fRMi DOOR CAMERA ,FSX CCIV BY DRIERS) SECURITY YS% POWER CIRCUIT TO PANEL DUPLEX FOR SECURItt PANEL -NOUN HEIGIliS O 92' AFF. W/ARCH' Starbucks Coffee Company YBU% FOR YBD% FOR POS TELEPHONE. = CUADPLEX FOR SEDIRM CAMERA SECURITY KEYPAD. SIEE15. ,-SWARF BOX fqt LUN. 2401 Utah Avenue South POWER SUPPLIES -MOUNT O 92' AFF. DEDICAIED D PUN FOR PDS Sea1De, Washington 98134 DUPLEX CUTLET FOR DUPLEX FOR SEMRItt-MOUNT O 46 RECEPTACLES FOR (206)318-1575 MUSIC SYSTEM 0 AFF. DISPLAY MONITOR, CCN, dEXPEDTOR CHECK VALIDATION MA 0 0 o COBAS[ POWER OUTLETS sATiaN SOAiiON sATiON d CASHDRAWERS SIanON �xovra MOLEX F D REGISTER/EXPEDITOR POW[R TQC �- WORKSTAIIDM DEIN man waao�amra p).rsfa��w�cG dire DAILY o (ORANGE) PLUG LY ISOBAR d GTA OUTLETS (T)P) WARMERemnzr nacr rxdsa saq HERE -MOUNT 042' An. CUTLET SAFE TI— J-BDX FOR PDS TELEPHONE. Ha amcMa 4 SQUARE BOX FOR LAN. TO DT CAMERA MISC. r�MwSi�si GWtt SQUARE BOX FOR MAD RECEPTACLE unxA[ERY 51.11IGJ Dl PDS EQUIPMENT LAx PF6 WITH SAF[ t2' AFF TO SPEAKER POST J -Box LOCATED stall lmvc my eeiiUonm J -BOX FOR (2) TELEPHONE JACKS. ADJACENT TO SAFE by - - - - DEDCATED CONDUIT DEDICATED DUPLEX NO El 10 SENRIIY PANEL J-BDX CUTLET FOR SAF[ R) COORDINATE ALL �FSX LOCATIONS,SAFE,WITH R VENDOR PRIOR ROUGH IN POWER CIRCUi(S) i0 PANEL RENtON INCLUDING SECURITY PANEL, SAFE, KEYPAD, STROBE, FRONT DOOR CAMERA, MDWON SEE E2.0 (ORANGE) , ST BE A lNOINlERINO DETECTOR, MA HOW/ AND CAMERA. 1) ENDER I SECURITY J-BDX' AND `SECURITY STROBE J -BOX* LSATDS WITH SECURITY LAN/POWER/PHONE/SECURITY SYSTEM DIAGRAM VENDER PRIOR 10 ROUGH -IN �,MFap; 01YR11i 3 CONDUCTORS ARE NOT SHOWN. �` PANEL B CKT.— 5 7 CMDUCTGRS AS NEEDED. 12D V I—I DLI I.� MANUAL OVERRIDE SWITCH M HVAC DUC1NtlR LOCATE PIgISLECIRIC CELL $ $ $ CONNECTEDORLI TO LMP NRNG FOPROMO R SHUT DOWN ABOVE ROOF FACING NORTH �` INTERIOR LIGHTS MELTING SAILING TUB B CODE REDAREMENIS SIZED FOR OUC1 75'C, 4 114 N I LCP (SEE E112 FOR MODEL) $ $ $ MMECHANICAL TO PRONDE DETECTOR, PANEL B CKT.— 3 } 5 HOUSING TYPE, REMOTE STATIM AND ALL 'ERIES. DETECTORBE C INSTALLED LAN OER1XVIDDN 115.LCONNECI DU T OU KFC, 9 A14 NTE CZ �g DETECTOR AS SHOWN. WNEMDETECTOR C1 REMOTE INTERIOR LIGATING OVERRIDE SWITCH MEETING ENERGY CME REQUIREMENTS CONTROL ZONE SCHEDULE NOTES EN STARBUCKS SPACE IS MOnIORED BY CENTRAL BUILDING FIRE ALARM SYSTEM, GC REMOTE ANNUNCIATOR / B-22 C - TRACK LIGHTS $INDICATES SWITCH CMi� OR 10 CONNECT WILDING ALARM RESET MIEN SENSOR, SYSTEM TO DUCT D[i[CiGt AUXILIARY LSAIEp BELOW CEILING NEAR B-1 1�--I� } RESTROOM EXHAUST FAN A - BAR LIGHTS c -SEATING LIGHTS CONTACTS MANAGERS DESA (MDT P B-3 ��H— INIERIDR LIGHTS BINLIGHTS tl I NURKROOM LIGHTS MI_PENDANTS (DAYLIGHT ZONE) MECHANICAL CONTRACTOR i0 PRWIDE AND SHOWN PNDICA PHENOLIC INSTALL DUCT DETECTOR WITH MINIMUM TVD ) _HVAC SETS G AUXILIARY CONTACTS INDUCT ORE INDICATING CUM' DUCT DR WOKE DEIECTGt'. INTERIOR LIGHTS I ELECTRICAL CONTRACTOR RING 10 PRDUCT AND WITS G FROM MCT STALL CDTO EXTERIOR BUILDING LIGHTS DETECTOR i0 AC UNIT. AC _ B-24 f— } DT BU UNNG LIGHTS FAU ANY NEEDED RELAYS/HOUSNC ETC. (Lj B-34 OT MENU BOARD/ SIGNAGE LIGHTING 2 0 +SPARE B -,O � II BULDNG SIGNAGE n CONTROL DIAGRAM TYP DUCT DETECTOR DETAIL 40 Z B-42 f + BULDING SIGNAGE FN ANY NEED[D RELAYS, ETC. (NOT SHOWN). SPARE C w SPARE A J MAIN WAGING AMMPER 1D NEUTRAL BUS SERVICE DISCONNECT SWITCH GROUND BUS DIE PANEL BOARD YO C BOND 10 BLDG. STEEL E Q w O PER COOS. Z C`s Dpi BUILDING STEEL N [L}IIMEQSK CONTROL W/MANUAL OVERRDE SWITCH: PROGRAM 10 LADIES `OF' BOND TO METAL WATER PIPE. MAN WATER BOND M SHUT -GF VALVE ECUPMENI NOi ALL O LPNRORD'S MURK IS SHOWN. SEE SHEET [-001 FOR ,> N d Store t TBD HMTN STORE MOVE TO TURN LIGHTS/EQUIPMENT AT CLOSING d 1. FURNISH d INSTALL (Ftl) CONTROL PANEL AS SCHEDULED AND PER 'CU` Al DPENNG. THE REQUIREMENTS G THE NEC AND SAME ENERGY CSE. 2 NOT ALL CONTROL COMPONENTS ARE SHOWN F81 AS NEEDED FORA ppy p GgpUJpI CONOIEIC10x5(ItP�C ELECTRODE fODTOproject#: C xYI I ` 5'-O' MAXNAX DGtF6 REQUIREMENIi` 53486-001 iC2 ASIRMMAIC TIM CLOCK CONTROL: PROGRAM TD TURN 'ON' Al CONPIETE d OPERA7ILYJAL SYSTEM. / 5:DGM, d `GF' AI I:MAM (CONFIRM V/STARBUCKS) d W/ASTRONOMIC 3 ALL RELAYS 10 BE RAID FOR 2GMp UNO ( ) Gp pp ppppppr�55 MAIN WATER SERVICE Rft CMTRG 10 TURN SIGNAGE 'Off' DURING GYLICM HpHIRS d'M" AT DUN. 4. CONSTANT HOT CIRCUITS FOR NIGHT LIGHTS AND EMERGENCY CIRCUITS SHALL NOT BE CONTROLLED BY THIS PANEL. COPPER WATER LINE `IFaLLO LNDERGXWND. AHJ) uc Dacc 05 i0 oi1 - '- ,i. gr 1 CQASTRONOMIC TIMEROCK CONTROL: PROGRAM TO TURN SIGNAGE AND S. OTHER LIGHTING SWATCHES AND CONTROL COMES NEEDED ARE NOT CONNECT 10 RECAR AT A CLEANED POINT Lr, cnns nmse LIGHTS 'CU OFT" NIMH STORE HOURS d WITH ASTRONOMIC CONTROL TD SHOWN IN THIS DIAGRAM. SEE THE LIGHTING PLAN SHEET FOR FURTHER / WITH EXOTHERMIC WELD. REBAR SHALL BE DIA. A MIN. Y`' AND 20 FT. IN LENGTH, n U xn umi a TARN SICNAGf/LICHIi 'Gf' DURING GTMt9Hi HMRS d 'W' AT DUSK. IN'ORMAigN. ENCLOSED BY MIN OF 2' OF CONCRETE, MODEL 1. THIS DETAIL 6 APPLICABLE WHEN STARBUCKS IS MUDDING, AN EXISTING OR INSTALLING A NEW BUILDING SERVICE. IF MAN BUILDING POWER SERVICE IS BY OTHERS, CONTRACTOR 2 ER ca T1. SHALL ENSURE GROUNDING SYSTEM INSTALLED BY OTHERS IS PER SDE. j - .,_" Electrical 2 CODES AND/ELECTRODE OR AUTH TESEHAVNGALLATION JURISDICTON LL BE IN STRICT COMPLIANCE WITH LOCAL /}° Details 2 LCP -LIGHTING CONTROL PANEL 1. ALL ORDUNDING ELECTRODE CONDUCTORS AND BONDING JUMPERS 10 BE SIZED PER CODE. w. 5 GROUNDING DETAIL"K aNmW= NTS E501 PLUMBING SYMBOLS LEGEND PLUMBING ABBREVIATIONS GENERAL PLUMBING NOTES SR NAG PA- LOGS— GC GEN:MI OONRACTOR REF REFERENCE 1. PC SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR 10 S CONTRACTOR TO VERIFY ALL OMEN90N$ INCLUDING CLEARANCES REWIRED S OR W SANITARY DR WASTE PIPING a BY BALL VALVE GFCI GRUND FAM-- RED(D) REWIRED) CONSTRUCTION AND BE RESPONSIBLE FOR SIIE INVESTIGATION PRIOR 10 BY OTHER TRADES, AND NDIFY STARWCAS CN OF ANY DISCREPANCIES BELOW SLAB U.NO. ( ) GV GALE VALVE AHF ABOVE FINISHED FLOOR CIRCLAT INIERRUPIER A A TH.TES HAVING REV BENSOM/RM9OM GW GREAff WASTE START OF WORK TD REVEAL THE FILL SCOPE OF WORK. IN ADDIRON, THE PC PRIOR TO PROCEEDING WITH THE WORK. ALL NMEN90N ARE TO THE FACE SHALL THOROUGHLY [%AMINE ALL AREAS WHERE EWIPMENI, PIPNG, AND OF ME FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE — V SANITARY WENT PIPING GW GREASE WAST PPI G �� CH. v CHECK VALVE JUR6DICIOM SNT SHE[1 APFROX APPROXIMATE HR FOUR SPECS SPECIFICAIOM(S) FIXTURES WILL BE INSTALLED AND WILL REPORI ANY CONDITION THAT TAKEN FROM FROM ACTUAL WILDING OMENSONS PIREVENIS THE PROPER INSTALLATION OF THE ANY WORK. 6. lIE PWMBNG CONTRACTOR SHALL COGNOMINATE PWMBING WORK VIN OTHER BELOW SLAB U.N.O. HVAC HEAING, VENTLAIION SF SWARF FEET Z. PC MALL COORDINATE WFIH THE GC i0 PRIM AND REPAIR ALL EXISTING TRADES. THE ARCHITECTURAL DRANNGS SHALL TAKE PRECEDENCE OVER ALL PRY PRESSURE REDUONG VALVE —CD— CD COND[NSAIE IRAN BTG WLDNG AND AR COMg11OMNC SS STAINLESS STEEL MY HOT NATER WALLS FLOORS CE LONGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT OTHER DRAWINGS SEE ARM. DRAWINGS FOR FIXTURES IN CASEWORK AND MAY BIECOME DAMAGED DURING THE COURSE OF WORK. PLUMBING DETAILS RV RELIEF VALVE CW COLD NATER PIPING CLG COLING HV MAN INK TEL TELEPIDNE CONST CdNSNUCIDx S HOT NATER SUPPLY 3 [XPoGEO/WRFACE MOUNTED PIPNG IS ONLY ALLOWED IN THE MR AREA 1. NOTE NOT UBE0. BF? BACNFLON PREVENIER TEMP TEMPORARY CV TOMESIE COLD NATER HVR FD1 NATER RETURN M TYPICAL UNDER COUNTERiCPS, WHERE IT DOES NOT OBSTRUCT CABINETS//�OEELACES AND VHER[ APPROVED BY STARBUCKS CM. IF ROUTED THROUGH CAI ET$ IT N ALL PIPING ANT M PLUMBING DEVICES SHALL BE SUPPORTED FROM MAX HOT WATER PIPING HB HOSE BIBS TMJ TEMPERAIUM MXNG VALVE SHALL BE ROUTED 10 MAXIMIZE STORAGE SPACE AND BE PROTECTED FROM STRUCTURE (NIST FROM MAC DUCTS OR OTHER PPES/DDNDUTS). —CWF— CM COLD NATER FILTERED nB DEC TEtltBS LL LANDLORD M TEMPERED NOT LAMER OIL DETAIL LV Lav VOLTAGE DAMAGE. 9. ALL IS NEW UNLESS OTHERMSE NOTED. STOCK ABSORBER W DOWN MAX MAXIMD IMO UNLESS WORD OTHERWISE 4. DRANNGS ARE OAGRAMWUTIC AND INDICATE GENERAL INTENT OR —CWN— CNN COLD MATER NAND MIEREO ~ STRAINER NEWS) DMIANG(S) NECH NfCHANIGL Y VENT MC MECHANICAL ARRANGEMENT O SYSTE S. FM ALL COMPONENTS NEEDED WHETHER NTICATED 0R NOT TO DE A COMPILER AND OPERATING SYSTEM. —CWS— CWS COLD NATER SOIENED WCD WALL DEANWT UFDN PANEL EA EACH NDP MAIN DISIMBM LEC PANEL AW SATRARY RAISE EC ELECTRCAL CWIRACTW MEP MECHANICAL EL[CiMCN M WATER HEATER TER — — 1W TEMPERED FIO1 WATER FCO FLOUR CLEANOUT I WEAKER PROD DEC ELECTRICAL AND PLUMBING KID EMERGENCY MFG MANUF NCD MALL CLEANOUT —GW— GW GREASE WASTE ® FS FLOOR SINK (E) OR (EX) EXISING MN MINNUMCIUR[R LANDLORD REQUIREMENTS EXT EXTERIOR MS MM SINK —G— G GAS PIPING Q NA WATER METER FD FLOOR BRAN NL .-LIGHT AQ PXtlt TO BID: THE CONTRACTOR SHALL COORDINATE NTH LAMDXMD/BUILDING O LANDLORD'S MORE OF WORK: THE LANDLORD SHALL COMPLETE THE OWNER FOR ANY CONSTRUCTION REOUIREMENTS/SPEDFICATIOMS IF SCOPE OF WORK AS AGREED UPON NTH STARBUCKS N THE FS FLOORSINK NIS ND1 TO SCALE FD FIIRNIM A: INSTALL POC CONNECT TO EXISTING FUR FLOOR PC PLUMBING CONTRACIOR LANDIUMD/BUILDING OWNER DOES HAVE REWIREMENiS, CONTRACTOR SHALL LANDLORD'S WORK LETTER. NHERE LANXMD'S MORE OF WORH IS • STOP VALVE AT FIXTURE Fl FOOT/FEE I PS PER SNA FCD FLOOR PC POC POINT O CONECRON BECOME COMPLETELY FAMILIAR MTH REOUIREMENTS/SPECIFICATIONS AND INDICATED/CLARIFIED TEN THESE PLANS, IT SHALL BE FURNISHED AND ADHERE TO THEN. WHERE LANDLORD/BUILDING OWNER REQUIREMENTS ARE INSTALLED AS SPEOFIED/INDICATED. ANY QUESTIONS AND41M Px PROJECT MANAGER MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE DIS CREPANCIES SHALL BE BROUGHT 10 STARBUCKS ATTENTION FOR ENGINEER), LANOLDRT/BUILDING OWNER REOUAREMENTS SMALL GOVERN. CLARIFICATION. PLUMBING SPECIFICATIONS BASIC MATERIALS AND METHODS PIPING INSULATION LEED SYSTEM COMMISSIONING GENERAL SPECIFICATION NOTES MATERIALS SOIL, WASTE AND VENT PIPING WATER APING NOTE: FROWNS ALL NEW MATERIAL AND FIXTURES UNLESS NOTED OIHERVISE. ALL SOIL, NASIE AND VENT PIPING 10' AND SMALLER SHALL BE SERVICE6EIOH1, FM THERMAL INSLUTOM ON PLL HO1 8 CQO WATER, PND HORRONTAL VASIE 'CONTRACTOR` MEANS *PLUMBING CONTRACTOR` WHEN REFERENCED FIXTURES AND MATERIALS STALL BE LABELED AND LISTED WHERE REWIRED BY CODE AND AHJ NO BLESS. CAST IRON %PE AND FITTINGS WIN NEOPRENE GASKET AID STAINLESS STEEL SHIELD AND CLAMP. PROVIDE HUB -TYPE RE AND FITTINGS BELOW GRABS PIPNG IN CEILING SPACES, AND ON ALL COLD WRIER PIING N CASEWORK AND CONIRACTM SHALL PROVIDE SUPPORT AND YORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FRDLIIAi[ STARBUCKS STAFF WILDING COMMSBONING ANN ME IN THE PWMBNG CINSIRUCRON DDCUMENIS UNLESS YORK AND [WIPNEN7 HAS BEEN WORDINAIED BETWEEN THE PLUMBING AND GENERAL MERE REQUIRED BY LOCAL CODES OR AHJ SCHEDULE 40 ABS AND FITTINGS NTH SOLVENT VELD MAY BE SUBSTITUTED FOR SOL, WASTE AND VENT PIPNG, BAR AREAS UK SELF-SEALING CLOSED CLL FOAM OR JACKETED FIBEROP55 INSULATION NTH MANUFACTURER APPROVED ADHESIVE$ SEALERS. AND EFFORTS THIS WORK WILL BE COMPRISED O THREE DISTINCT EFFORTS: 1) SUPPORT CONRACIORS TO BE PROVIDED BY THE GENERAL CONTRACTOR. 'NEEDED', 'PROVIDE' 'INSTALL' CUTTING, CORING AND FliiING ABOVE AND BELOW GROUND IF ALLOWED BY AHJ HOMZONIAL RUNS SHALL DRAIN COATINGS. ALL MAMMALS USED SHALL HAVE A FLAME SPREAD INDEX NOT STARBUCKS COMMISSONNG AGENT (CMA) WRING INSTALLATON AmMOCATON AND AND MEANS ALL ITEMS CALLED DUFF IN THE CONTRACT DOW EN(S AND ANY ADDITONAL ITEMS NOT CALLED OUT BUT REQUIRED TO PERFDRY REPAIRING AND FINISHING OF THE WORK NECESSARY FOR THE INSTALLATION OF THE FIXTURE. HOWEVER, NO CUIING OF THE WORK O Al A GRADE O I//4 INCH PER FOOT WHERE POSSIBLE BUT IN LA0 CASE LESS THAN 1/B' PER FI%II APPLY TO BUILDING DEPARTMENT FOR VARIANCE IF 1/B' IS MORE THAN 25 A SMOKE DEVELOPED INDEX NOT MORE THAN 50. UNLESS CORRECT DISCLOSED DEFIOENCIES; 2) PERFORM TESTING AD,U5DNG, MLANDNG AND SYSTEM STARTUP AND SUPPoRI FIMCIIONAL PERFORMANCE TESTING BY STARBUCKS MAKE A COUPLETS AND OPERATIONAL SYSTEM. OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL BE DOME VANDUT NEEDED. COORDINATE WITH AHJ FOR DRAINAGE REOAREVENTS FOR EOUIPME i OTHERWISE REQUIRED BY THE AHJ OR ENERGY CODES, THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS CKA. 3) CORRECT DEFICENCIES DISCLOSED BY FUNCTIONAL PERFDRMANCE IES1ING AND THE CONSENT OF THE ARCHITECT, CONSTRUCTION MANAGER, GC, ANO/OR TESOMAIEO WITH INDIRECT WAST[ 10 FLOOR BRAINS. PROVIDE RED GRAIN ID SUBMR REPoRiR CONTRACTOR SHALL PERFORM AND FRONDS THE FOLLQYING SCOPE OWNER. PROPERLY FILL, SEAL, FIREPROOF, AND WAIERPR00F ALL OPENINGS SLEEVES AND HOLES N SLABS WALLS AND CASEWORK. SANITARY IF REWIRED BY AHI. RELOCATE ANY VENTS M HVAC CO TO GIVE 1D FOOT CLEARANCE FROM HVAC INTAKE. COORDINATE WITH HVAC CONTRACTOR. PIPE 512E INSULATOu THICKNESB as INN N 1' A. SYSTEMS SUBJECT 70 COIYISSOUIUJG MAY INCLIAE, BUi ARE NOT LINKED iQ DOMESTIC HOT WATER GENERATION. WAC SYSTEMS ROOFTOP UNITS. EXHAUST THE INiFNF O TUE SURNISH AND I AND THE LABOR, IS TO PROVIDE A COMPLETE PND FULLY OPERATOMAL PLUMBING SYSTEM. M PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND HANGERS t SUPPORTS DOMESIIC WATER PIPING 2' AND SMALLER SHALL D COPPER TUBE NTH WROUGHT COPPER SWEAT FOUNDS EDAM ID K = FANS, HVAC CONTROLS, LIMING CONTROLS, AIR CURTAINS, MILT -IN KIRKERATNM EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WORK. THE PLUMBING CONTRACTOR SHALL F®I ALL PIPE SUPPORTS NEEDED FOR E0 IPMENI AND MATERIAL. ALL HORIZONTAL RUNS OF PIPING SHALL BE JOINED NTH LEAD FREE SOLDER. PROMDE TWE 'L' COPPER TUBE ABOVE GROUND D TWE 'K' BELOW GROUND. Y N. OR FRg1EIF 1-1/Y DOMAIN VALUE - A VALUE NOT EXCEEDING & CONTRACTOR, SHALL INCLUDE COMMISSONINS ACTMIES IN PRWECI SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE OF YORK FOR VHDH CONTRACTOR IS STANDARDS EOUPMENI AND MAIERMLS SHALL CONFORM WITH APPROPRIATE PROVISXNS SUPPORTED BY %BE HANGERS S'AC[D NOT MORE THAN 10 FEET D.C. FOR CDNCENSATE DRNNAGf PIPING 0.27 BTU • INCH ARM • F / RESPoxSIBHE AND Ix1ERVAIS FOR wORK FERFgtxED BY STARWCKS [VIA O ASN[, AS1N, UL, NEMA, NSF, ANS, ASHRA[, NEPA, IAPNO, OR ICBG, DR OTHER APPLICABLE AGENCY AS APPLICABLE TO EACH INDIVIDUAL UNIT M PIPES 1-1/4' AND LARGER, AND B FEET O.C. FOR PIPES SMALLER THAN 1-1/4' AND Al EACH JOINI FOR SOL OR WAST[ RPE. ADDITIONAL THE PLUMBING CONTRACTOR SHALL FM COMDENATE GRAINS FOR AIR HANDLING UNITS, REFRIGERATION EQUIPMENT, t ANY ON R APPLICABLE EQUIPMENT. SAFETY COVERS CONTRACTOR SHALL SLAV RESOURCES FOR PERFORMING ALL WORK RELATED TO COMMON NG ACTIVITIES DN A LINE ITEM IN THE SCHEDULE O VALUES ASSEMBLY. SUP—TS SHALL BE PRONDfD WHERE NEEDED 10 PREVENI SAGGING CONDENSATE DRAINAGE PIPINGSHALL BE TWE M' COPPER TUBING WITH WRWMi INSTALL NO -SCALD SAFETY COVERS NTH INSULAIED FGAM LINER AND TAMPER C. CONTRACTOR SMALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE CODES HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED CM11NGER NONMETALLIC COATED FOR HANGERS N DIRECT COPPER SWEAT FITTINGS JOINER WIN 50/SS SODER. PROOF STRAP UNDER AN SINKS AS FUBY STARBUCKS MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS ENSURE THAT ALL EOUIPMENT IS INSTALLED TOTALLY COMPLEIE, AND AECRaMWE TD STARBUCKS PERFORM ALL MONK IN ACCORDANCE WIN 111E CURRENT PLUMBING CODE, STATE PND LOCAL CODE PURGES URGES AND AHJ ALL WORK SHALL ALSO BE CFUCT ONTACT WITH CORNER TUBING ICE BIN DRAINS INSULATE ICE MN COPPER DRAIN UNES NTH 1/2 - THICK. SELF-SEALING [%A Fdt INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING REARTO THESCHEDULED START O INSIALLAIM VERIFIfATOM. D BE1NfENIN CON LITHE ORAWANCE �NIS�SPEC11 TWSOVCWE$ (ORDINANCN CASE E$ AONp AHJ, CWNECTYJNi SECIIMAL, CLOSED CELL FOAM. D.INSTALLATW YERIFICAIM SMALL BE PERFORMED BY STARBUfI(S' CXA. CONTRACTOR SMALL SUPPORT STARBUCKS CXA INSTALLATON VERIFICATION THE NOSH SIRINBENi STANDARD (( THE OPINION CF NE ENGINEER) SHALL TIE PLUMBING CONMGEAZ t SHALL S4TISF1' CODE, DRAWINGS, INSTALL UNIONS ADJACENT 10 EACH VALVE AND Al FINAL CONNECTOR M EACH %ECM O EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT RAIN CONDUCTORS INSULATE RAIN WRIER CDNWCIORS WHICH PASS THROUGH OCCUPIED AREAS EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND EOUIPMENT NECESSARY FOR SIARWCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED CORRECTLY. AppLY. AHJ, AND SPECIFICATIONS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COSI. PPING MATERIALS OF D159MILAR METALS SCREW MAT STEEL PIPING UP (WHERE APPLICABLE) WITH 1/2 -THICK FIBERGLASS. E.CONIRACTOR SHALL BE READLY AVAILABLE WRING INSIALLATION VERIFIGIION TO PERMITS AND FEES TO AND INCLUDING 1-1/2'. WELD PIPING USE NON -LEAD, NON -ANTIMONY PIPING CORRECT ANY DEFICIENCIES M DEFECTS DISCLOSCD BY THE INSTALLATION VERIFICATION PROCESS CORRECTOMS SMALL BE MADE IN A TIMELY NAMIER THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS. SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIP[.HVAC NS LA E COO NG COIL P11 NG AND CONDENSATE PIPING NTH CODE t NNDU1 DISRUPTION O THE COMSiWC11OM SCHEDULE. FEES AND INSPECTIONS NECESSARY i0 COMPLETE THE PLUMBNG SCOPE OF INSTALLATION INSTALL PIPING FREE O SAGS AND BENDS. PROVIDE BRACKET STANDOFFS IN OAMNWLAIE HVAC MAWFACIURER SIDED, ELF SEALING. CLOSED [ELL TEAM COMDENSOR WATER SUPPLY t RETURN PIPING SYSTEMS AND COMDENSATE %%NG F. ALL M/AC, EXHAUST EPN, AND AIR CURTAIN EDUIPN[N7 STALL BE TESTED. ADJUSTED AND BALANCED BY THE DDNIRACTOA'S TESTING, ADJUSTING AND WORK. WARRANTY GENERAL FROM SURFACES SUFFICIENT TO ALLOW 1' CLEANING SPACE LOW I CLELA PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS WITH NTH CODE t MANUFACTURER SIZED, HEAVY WW,, SELF SEALING, JACKETED FIBEROLA55. BALANCE AGENT ISEE TESTNG ADJUSTNG BALANCING) AFTER THE SYSTEM IS THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK AROUND ALL PIPING INCISING ANY ADDED lIW. INSTALL FITTINGS FOR CHANGES IN AND BRANCH CONNECTIONS. INSTALL NECESSARY FOR PROPER E AND OPERATION AND COMPONENT BRAIDS STAINLESS10 VALVES FOREACH FIXTURE AND ITEM O EQUIPMENT BRAIDED STAINLESS YANG CtIL, VERIFIED 10 BE RET[ AND CORRECT BSTARBUCKS CXA IN ACCORDANCE ALL HVAC CONTROL SYSTEMS THESE DONTROL NRH 1H[ RESTED BE FREE O OFETHE IN MATERIAL AND WORKMANSHIPBY FORA PERIOD O ONE YEAR FROM THE DATE FINAL ACCEPTANCE BY STARBUCKS AND G THROUGH FOR PI 15 PASSING THROUGH CONCRETE AND MASONRY WALLS, LVEPROVIDEAND SUED HOSE (UNLESS OTERNGE NOTA) BEINEEN VALVE AND EQUIPMENT IN NOT TO EN U D. EQUIPMENT SHALL BE TESTED TO ENSURE THAI CONTROL DEVICES WILL REPAIR REPLACE ANY DEFECTIVE YORK PROMPTLY AND WITHOUT RE DE WORK PROMPTLY CSLEEVESYMM GYPSUM -BOARD PARISIANS. E K ETR MOOR, AND ROOF SLABS/SiRINCIURE. SEAL PIPE PENETRATORS THROUGH RATED ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCALE SSMUT-DIFFBE VALVES ATHDIJ TO EWIPMENI FOR EASY SUCH THAT VALVES CAN BE REACHED IN ACCORD AND E PLANS ARE CALIBRATED. S. SEAT AND OPERATE A ACCORDANCE WITH TH[5[ PLANS AND SFECIFIGIONS. SEQUENCES O OPERATION SHALL BE TESTED CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE R Of REPAIRING DETECTIVE MATERIALS AND VORNM4NSHIP. NN FIRREMENTNG SEALANT MATERIAL MEETING ADE, AHI, STOP NTHOUI YOUNG EQUIPMENT. PROVIDE STOP VALVES FDR! ALL EQUIPMENT NETHER TO ENSURE THAT THEY OPERATE IN ACCORDANCE NTH THE CONTRACT TESTING DELIVERABLES PTHEREQUIR BALANCE AND ARUC110N AND ARGHIIECYS REQUIREMENTS SHOWN ON THE DRANNCS OR NOT. NIS. AND AIR WRITMEETS BALANCE REPORT CONFORMING 10 REQUIREMENTS SPECIFIED HEREIN, EOUIPMENI VALVES PLUMBING FIXTURES ED DOCUMENTING iHf INFDRNAIION SPEOFET ETC. TO THE STARBUCKS CXA IMMEDIATELY UPON COMPLETION OF THE WERK. THE PWMBING CGHIRACTOR SHALL VENFY ANY EOUIPMENI LOCATION AND 9ZES REWIRING PLUMBING CONNECTIM(S) WITH THE TRADE AND VENDOR PROVIDE VALVES FOR WORKING PRESSURE IN WATER PIPING O 125 P9 OR CREAMER CONFRM . UNLESS NOTED DiHERNIBE VALVES SHALL BE AS FOLLOWS (PO SHALL G CONTRACTOR SHALL INFMW STARBUCKS CXA NEN EQUIPMENT 6 READY FOR FUNCTIONAL PERFORMANCE USING ALL EQUIPMENT SHALL BE READY FOR FIRE SPRINKLER SYSTEM WATER HEATER SUPPLYING THE EOUPMENT PRIOR TO ROUGH -IN. ERIFY M DEL NUMBERS INDICATED ARE APPROPRIATE FOR APPLICATOM AND NOTFY ENGINEER O PLAY gSCREPANOES/MANGES PRIOR TO INSTALLAIOM): A.0. SMITH qt EOUIVALENi, OLA55-LINED, ENERGY EFFICIENT, GAS-FIRED OR ELECTRIC WATER HEAIER, WIN CFPADTY AS INDICATED IN THE PLANS PROVIDE FUNCTIONAL PERFORMANCE USING PRIOR TO SIARTNG USING CONTRACTOR SHALL OPERATE EWPMENI FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATION CLE ROUTS VALVE TYPE AUUFACTUBER MODEL LA0. INSTALLATION COMPLETE NTH FITTINGS AS SHOWN IN THE DRAWINGS THE WATER THE CORRECT OPERATION O EQUIPMENT . RESPONSE OF SENSORS. AND PROPER FM J.R. SMITH DR EOUIVALENI LLODR AND WALL CLEPNWIS AS INDICATED NECK VALVE (UP TO R' MECO AS -413 TEMPERATURE SHALL BE El AT TRO F FOR HOT WATER UNLESS REQUIRED EXECUTION OF HVAC CONTROL AMC LIGHTING SEQUENCES; INCLUDING BUT NOT LIMITED D. AIR MOVEMENT, TEMPERATURE, SOUND, AND CONTROL RESPONSE. W TIE DRAWINGS AND WHERE NEEDED IN ALL SOIL, WASTE, AND DRAIN LINE$ IN AREAS WITH CERAMIC 111E OR CARPETED FLOORING PRUDE FULL PORI BALL VALVE JUP TO 3') NBCD AS-FP-6GO MR VALVE IUP ID 3`) NIBCD AS -113 OTHERNSE BY A.H.J. WATER FILTRATION PROVIDE ANY SECURITY ACCESS. HARDWARE, SOFTWARE, OR OTHER SUPPORT AS NEEDED FOR THE STARWCKS CXA TO EFFICIENTLY MINERS AND DOCUMENT ALL CLEANWIS WIN 51UABE, ADJUSIABE, NICKEL BRONZE TOP. IN AREAS C Ri IE AND P SSLRE RELIEF VALVE WILKINS iP11OM PLUMBING CONTRACTOR TO INSTALL NATER FILTRATION SYSTEM FURNISHED BY EQUIPMENT TESTING STARBUCKS CXA WILL RECORD THE EQUIPMENT DPERATM PLUMBING SHEET INDEX NTH RESILIENT DOORING, PROVIDE CLEANOUIS WITH SUN . AOSSTABLE, TER HAUR NATER HAMMER ARRESTOR WILNINS 12'A BACKFLOW PREVENIER (VHDLE-HOUSE DOUBLE CHECK) WILKINS 5DXLU STAKBUCK$ AS INDICATED ON THE PLANS PROVIDE INSTALLATION COMPLETE WITH AND RESP SE 10 TESTING MOIENCES AND PREPARE A LIST OF ANY NICKEL BRONZE TDP WITH TILE RECESS CLEANWIS SHALL BE SAM[ SIZE AS PIPE EXCEPT THAT CLLAUJOUTS LARGER THAN 4' NLL NOT BE REWIRED. COMRM IF AHJ APPROVED BA FLOW PREVENIER DMC[) WILKINS ALL PIPING, FlT11NG$ AND EQUIPMENT AS INDICATED ON THE DRANNGS t AS NEEDED. DEFICIENCIES DISCLOSED BY THE FUWTIONAL PERFORMANCE TESTS FM BY THE CONTRACTOR. [WIPMENT INCLUDES, BUT UNITEDHAUST M. STALL COMIACT PROCESSOR SUPPLIER WHERE CLEANOUTS OCCUR IN WALLS O FINISHED AREAS, THEY SHALL BE (9N(E 47DD fCONFlRN IF AHJ APPROVED) AIR UNITS, RCO, ET AND SPLIT TYPE, COMDENGING UNITS', EXHAUST AIRNI S, E FANS, CONTROLS, ETC. DELIVERABLES PROVIDE COMPLETED OGRES OF CONCEALED BEHIND CHROME PLATED ACCESS COVERS VACUUM RELIEF VALUE WILKINS A35 PRESSURE REDUCING VALVE WILKINS ASDDY-1 WATER (FLIER) TEN DAYS MINIMUM TEN IS MINIMUM PRIOR TO NEEDING THE FILTER SYSIEM OPMAIIMAL , LIGHTING LIGHTING ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURERS' FORMS, 10 THE P_DB1 PLUMBING SPEDFICATMS P-111 PLUMBING 9RPLY PLAN d YIEWLE TESTING TRAP SEAL PRIMER JAY R. SMIN /]699-t (CONFIRM LEAD LIME NTH C.M.) STARBUCKS CXA. CONTRACTOR IS RESPOMSBE FOR CORRECTING ANY ISSUES OR DEFICIENCIES PLAN P-112 PLUVBING VET ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AUER USIING IS COMPLETE, THE PLUMBING THERMOSTATIC MXNG VALVE WILKINS TBD DISCLOSED DURING THE NNCTIONAL PERFORMANCE TESTING PROCESS. IL4MENT P-501 PWMBING DETAILS THE PLUMBING CONTRACTOR SMALL MAKE ALL RNAL CONNECTIONS M EWPYENT CONTRACTOR SMALL DISINFECT THE POIAWE WATER SYSTEM AS REOARED THERMOSTATIC MIXING VALVE INCLUDING REARED MATERIAL SUCH AS PI%NG, VALVES, FILTER$ TRAPS, CHECKS VALUES VACUUM BREAKERS AND FLEXIBLE AND RIGID TUBING. CORREC110NS SHOULD B[ NATE N A MARY MANNER WITHOUT DESS. N TO THE SYSTEM AND CONSTRUCTION SCHEDULE. BY AHJ. TEST WATER PURITY ACCORDING TO AHJ AND SUBMIT CERTIFIED TEST RESULTS TO AHJ FOR REVIEW AND APPROVAL PROVIDE A SINGLE THERMOSTATIC MIXING VALUE (TRV) LOCATED AT HOT WATER I. CONTRACTOR SHALL BE READLY AVAILABLE FOR ANY RE -TESTING O EOUIPMENT DEEMED NECESSARY BY SIAROUCKS CXA DURING INSIALLATIq! VERIFICATION AND TANK AND SET FOR 105'(OR AS REWIRED BY AHJ) 10 MRV[ HANB 9NKS FOR R[MDD[L$ FM MIXING VALVE UMBER HAND SN((5J IF THERE IS ND1 EXISING TMJ REFER TO SCHEDULES ON DRAWINGS (PLUMBING t ARCH. SCHEDULES) FOR A OESORPTIW OF LISTED ITEMS AND FURNISH PLAY AND ALL PLUMBING FIXTURES 'CC' FUNCTIONAL PERFORMANCE TESTING CW1RAClgt IS RESPONSIBLE FOR CORRECTING ANY ISSUES ON DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND E AND PI%NG MIXING VALVE 10 BE INSTALLED PER MANUFACTURER'S REOUIREWENTS LISTED AS UNDER THE R[SPONSBLIT^ DDLUMN. ANY DISCREPANCIES 1D PROVIDE PLUMBING FIXTURES THE SCHEDULE SHALL BE ALL RE -TESTING. CORRECTORS SHOULD BE MADE IN A TIMELY MANNER MTHOUT NTH CHECK VALVES Al SUPPLY INLETS PRESSURE REDUCING VALVE IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 P9, THEN PROVIDE ABOUT WHO IS IN BROUGHT TO THE ATTENTION O THE GC PRIOR 10 RE. THE GC SHALL C00RDN NTH SIARBLICKS FOR CLARIFICAIGH. INSTALL ALL FIXTURES LISTED =G NAS9 DISMPTION 10 THE SYSTEM AND COMSRUCTDN SCHEDULE. DEUVERABLI9 FINAL BALANCE REPORT, TEFIOENDES LIST NOTING CMRECIIVE ACTIONS PERFORW[D BY CONTRACTCR IN RESXMSE M NSIALLAIMN VERIFlGTION AND f {� IF PRESWRE REWLATM AT SERVICE ENTRY TO MAINTAIN WATER PRESSURE (NOT NECESSARILY MOWN DN DRAWINGS). EM OF ND SUPPLIES FUNCTIONAL PERFORMANCE TEST RESULTS J CONSTRUCTION AND POST COMSTUCIM TESTING: ADDITIONAL TESTING MAY BE REARED BY LEED AND OTHER PROCESSES THAI MAY OCCUR WT O SEQUENCE _jI" a NN COMMISSIONING SERVICE. CONTRACTOR SHALL CON OCT. DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY SIARSUCKS CXA. ` 3K ' . _ - �0 Starbucks Coffee Company 2401 Utah Avanua SCUth Saalila, Washington 98134 (206)318-1575 rM %pnxtdc�a m PanGi,Ys omexicG cl,im sagc�cc "` Hdccc rc (w �.., i�si GW�ta s�rtuaals sYallxava`x �e �tiM�.�, RENtON lNOINlERINO ni,MANNxNrMRNr N Ou W u } > Q N O z N C Y m N 7 N N aYd nm Store#: TBD Project#: 53486-001 64HYHW Plumbing IIS Specifications P-001 Cauig Plumdine FlAlure $d10NU18 peeariptlan ReepaneiNilib 9htke tOtiG 2 Smk-Rastroam W'allMwntul Sp GENERAL SUPPLY NOTES q SE[ P-ODt GENERAL PLUMBING NOTES FOR NRNER REQUIREMENTS. O 1 1.ner9arviw 1015, 2 sad Saroica LgwPnatt 10,7. 2 .a -avatar Tawar-12tH Sp Nat T'a Sp iG2x. t2.9gaare FbarSnk tzH care I'1mr ink nna to50i Smk-Bins. pray ln-27aoin 105.9 Smk-WaM pros In SST-t Uin 9p OO COLD WATER SUPPLY LINES INSIDE CASEWORK d BAR AREA TO BE COVERED WITH REFER1/2' THICK SELF SEALING. SECTIONAL CLDSED-CELL FOAM INSULAION. REQUIREAENNTTSS.dFICAlI0N5 FOR HOT WATER SUPPLY LITE INSULATION Qh.,1am 101x2 cat pa a Labar pant Sp �aearSlra-b 106,1 t 9 Sink all MaunNdw S ' SST 1071x 9 ,C 99T n VD 0.'6 yym Fbw Raelnaar. VD j © BEFOREE IFEE TIME IHAI THE FILTER SYSTEM 6 TO BE STARTED pp INIMIM) 0 fin_ OI-'+L-f� t02i6 , -saw- aba Labae wN19winy 9p 91»ut 10x06 12,Sink-May-lain 07 t Sink-Utaneil Rinea proyln.nm Ocala Sa vp O STOP VALVES SHALL BE TIM AT ALL PLUMBING FIXTURES EVEN IF NOT SHOWN IN PLAN L!'(f 0 Faw!-PrewaeY19inkaWallMwnladwilYl 9p YIt20PM Fbw RaelncNx SISI-LN-t.x20in 12,0, 1 &1k1111Rinea-111 w41 OraN VD O RUN ALL PIPING CONCEALED. Starbucks Coffee 10660, 2 " t O,O. 10x22 109., datdorrsylyrt 9p wt-,Caen 9inkwim9wi 9 Sp 9' amw win Sp W/nimaeyl ancp k a! Cauca S 'bar wN Swny Sp 661-RH-1.x201 Sacral WatarS a 1,075 ar-PreHiDratian9 Ha 1122052 ad load 11 N 1 n'a P.inti191 9p 9p Su O AERItt BAC ROW PRMH HER REQUIREMENTS OF EQUIPMENT WITH INSPECTEt BEFORE BID. BACKFLOW PREVENTERS SHALL BE FURNISHED, INSTALLED, d INSPECTED PER CODE d AHI (NOT NECESSARILY SHIXYN). © SEE ARCH. SHEEIS FOR PAINTING AND COLORS FOR ALL EXPOSED PIPES PAINING DF PIPES SHALL INCWGE ALL NEW AND EXISTING PIPES Company 2401 Utah Avenue South Saab., Washington 98134 (206)318-1575 11003 2 tipp,},.w Sp Matariny 020 t 60' G'a- GC S CGP 0 x0121 T XOt22 T XOt2a t aba Syaad pwxlarPwny pd tG airy rn 90 G MP GC L L a2 Wt.10VI GC t t 52 p Wt.1 GPF Landlord G u qpS-TSN, 1111 2Ld.6, PSI SUPPLY KEY NOTES Mnr a. 5 q O WATER HEATER: 1' CW SUPPLY B 1' HV FROM WATER HEATER. INSTALL 3/4` TEMPERATURE MIXING VALVE ANNE HOT NATER 1ANX. . at2"60yen, 20,v/tin, H 5HP O WATER HEATER AS SPECIFIED AND IN COMPLIANCE WITH APPLICABLE CDDES ssoao dncHa rtuas AND ORDIKNCES REFER TO WATER HEATER DETAIL O3 NOP SNK: 1/2' HW 8 CW SUPPLY TO FAUCET. PROVIDE APPROVED BACKFLOW PkREVENTION DEVICE oAl SERVICE FAUCET CAULK aro hvl,la, IssubWcc ca mo ttw)ob HpiailHeorG �mlponai AS NEEDED. AND SEAL BACK Of SPIN TO WALL. xux.a �baro 28 ,050 27 13 TOTS 3/4-CW 20 15 ID2,5 18 17 18 22 11 „OD3 12 0874 -_ �0 f 1DW 21 15 1094 19 10215 1054 19 1D15 GAS L (LOA SERVICE BY LL (LOCALE PER y CODE d UILIIY) NOT ALL OF LANOLMI WORK IS 91pVL SEE SHEET P-OO FOR 'LANDLORDS REOUIRENENIS' qO WATER FILTER: 3/4" CW SUPPLY d 3/1 CK FROM WATER FILTER. PLUMBING CONIRACTDR TO FOLDW MANUFACIURER'S INSTALLATION INSTRU[110NS AND ACTIVATION PROCEDURES FOR FILLERS. NSIALL ASSEMBLY ON WALL. REFER 10 WATER FILTER OIAIL. 0 CDMPARiMENI SINN: 1/2- HW d CW 10 FAUCET d SPRAY. CAULK AND p SEAL BACK OFF SIN T WALL // O OSE END (RING AiS18'LA.F.F. LINDEINSTALL RHUT-OFF WITH COMPARTMENilSNK. SHUT-OFF 10 INCLUDE PRESSURE REDUCING VALVE, PRESSURE GAUD (SET O O PSG, /- 5 PSG), LINE STRAINER, AND SHOCK ARRESIOR IN WALL CWNECi SANIIZER i0 HW SUPPLY MTH 7Z' LONG BRAIDED STAINLESS STEEL HOS[. RENtON CNOINIERINO Wni4u'aXeIl01YW 11i �t 4 5 1 �%-/- F11 ANY ADNTIONAL PIPING d DEMCES NEEDED, 7 ICE MACHINE: 1/2` CNF SDPPLY. REDUCE TD 3/8` Al MACHINE. _ d 8 HANDSNK: 1/2` TW k CW SUPPLY. B ,059 0000 I -- 1-1/,`G (BY LL) 9 COFFEE BREWER 1/2' LWF SUPPLY. INSTALL SHUT-OFF IN CARNET 024' AFF REDUCE 10 Y/B ' AT UNIT. o g 4 3/4-01, 3/,-CWF,, (ABOVE CEILING) _ 1/2-HW, 1/2-TN `" _ (BELOW SLAB) - - - ---- o " 28D - 1 - -- -- -- 17 1 1 11,53 6 O dy 3/4'HW 16 22 \ 1p581 B D IDED STAINLESS 10 STEEL HOSE TROY SHU72.Of i0 PUAP ROiHEN TO ENECT SPRESSO MACHINE NATER INET. „ DIPPERNELL FAUCET: I - CW SUPPLY. ,2 HOT TAP: 1/8' CNf SUPPLY. REDUCE 70 1/4 - AT UNIT. 11 WATER TOWER FAUCET: 3/B' CWF SUPPLY. „ TOILET..1/2-CW SUPPLY. o� d TSD 15 11215 - - 11 IIOO 10 1D 4 5 PSO PSD, 1'CW 3/4'CWF /// 3/,•HW, 1/2-TN ' of 15 BACKFLOW K, 3/8-TER. ,FM AIN EACH SUPPLY LINE. WATTS MODEL VENT DUAL dlEd(, 1/8' SIZE, ASSE 1012 APPROVED, W/AINDSPHERIC VENT PIPED TO NEAREST FLOOR SINK. FAN PER CODE. o - 12 0874 (BELOW SLAB) G RTU2 16 3/4- CW STUB-OUR THOU FLOOR VVI SHUT-DFF VALVE. ] 17 3/4' CNF SNB-W1 THRU BOOR VVI SHUT-OF VALVE. - - - IE 1'CV 25 1:A17 3/4-CWF i 45 1308 9 32 ulI " -�/2•OV 1x181 1-1/4-CW 'Ti- L 3/SIMV 0 012 i9 - - 0819 5 _—I-IY LL) (BY LL) 6 10719 094 1/2-IW OTS I 2 1'CN, 3/4RIW, TSB 3/9-IWLOCALE 1/2-C. 1-1/9 CV -- 109 3/4-OW 109 3 1 1, D 27 /2'CVV F X1,2, 14 II FI ~ 23 - ----- 1'G RN, © WDRIlf SI STUB-UP 1HRU FLOOR CW SUPPLY. SHUT-OFF VALVE. 19 WORK SINK FAUCET: 1/2' HW 8 CW SUPPLY. ® PITCHER RINSER FAUCET (2 HANDIEk 1/2' HW d CW SUPPLY. F01 BACKFLOW PREVENTERS 21 %ICIER MNSER FAUCET (1 HANDLE): 1/2'CW SI.PRY. FM BACKFLOW PREV-- ROUTE 22 RWiR %III,@(�CONCEALED BELOW COUNTER d TIGHT 10 BAR WALL (CARD. V/GC) 23 1' CNS Tp ROOTCP UNIT WITH DRi LEG AND LISTED G45 SHUT-OF. 24 SEE SHEET P-112 FOR TAG AMC LOCAIO. 25 CON NECT TO LANDLORD PROVIDED COLD WATER SERVICE. EXTEND LINE AND 9HUT-DFF VALVE AS SHOWN. APPROVED SERNCE SIZE 6 ,' METER W/ 1-1/2' LINE TO BUILDING W/ BOOSTER PUMP. 26 LOCATE FULL PORT BALL SHUT-OF VALVE ON WALL. FAU BACKFLOW O PREVENTER IF REQUIRED BY AHI. (CONFIRM). CHOSE BIBB: 3/,-CW INSTALL IN ALTERNATE LOCATION IF NEEDED OIIE TO CONSTMICIII]V. ROVE PIPING ON WARM SIO OF IN9ILATION. 28 3/4` CAS TO WA T[R HEATER W/gPPROVED GAB SHUT-OF VALVE, FLEXIBLE GIS CONNECTOR, EDIRT LEG 29 BOOSTER PUMP: FM PER MANUFACTURER'S RECOMMENDATIONS,NOUNi PUMP ABOVE CEILING W/ MPH PAN UNDER ENTIRE ASSEMBLY d INDIRECT DRAIN TO NW SINK. SEGET }p FNI D.5 CPM VANDAL RESISTANT FLOW CONTROL AERATOR. REMOVE d REPLACE STOCK SPRAY HEAD FLOW RESTRICIOR WITH OPTIONAL 1.2GPN FLOP RES1RICidR PROVIOD WITH FAUCET. _ (6 C Z' N L) N (SS Q N a% p E Q = _ _ S a +N- a` Y d M [O Store#: TBD Project#: 53486-001 m10116 32 REQUIREMENTSBEFORE LzQ 10116 D59 8 1059 B CONISTRUCTIONL MTMESIARBUCKS CLAIM Fdl WATER HEATER AIR INTAKE/TLE EXHAUST PER CODE d 33 MANUFACTURER'S REQUIREMENTS. LOCATE AT COO MINIMUM DISTANCE MANY FROM QUiSDE AIR INTAKES. uv prco. os-H'r-.oHt ince 0r: rk, BUI Bcnncl6r PLUMBINGSUPPLY PLAN xn . Rawrc w_Rco s. o6 Plumbing Supply Plan $ Schedule 2 ER GAS REQUIREMENTS: ))) SYSTEM IS SIZED FOR IOW PRESSURE PAS R1 -1 - 125,DOO BTUH `Ip r 0 1 2 } 9 8 12 MD1 WATER TTA K = 40.ODD BTUH ,DTAL = 237,D00 BTUH '2 `sPSFgp3K c6c Numwr P-111 4';. 2'V 3X2 INDIRECT DRAIN HUG PLUMBING WASTE / VENT PLAN 0 1 2 3 4 8 12 GENERAL WASTENENT NOTES O SEOU DDIIIMGENERAL PLUMBING NOTES FOR FURTHER O ALL IS NEW UNLESS OTHERWISE NOTED. ©MHEN W MING SEVERAL INDIRECT WASTE LINES TO DRAIN IN10 A FLOOR SINN, A UNISTRUT IS REDUIRED FOR SECURING AND BRACING ALL LNES ABOVE THE DRAIN, Op F 1 ALL NEEDED INWRECT DRAINS PER CODE INOT ALL SHOWN. INSTALL DRAINS AT 28 SLOPE WHERE PDSSBLI WITHOUT DIPS DR SNGS. ALL INDRECT ORRIS SHALL RUN SEPARATELY FROM EACH OTHER N INDIRECT DRAIN RECEPTOR AM SHALL TERMINATE II/AN AIR GAP PER CODE. OE NOTE NOT USED. © ALL P -TRAPS fWIM INTEGRAL UAl A TAIL PIECE TO BE TYPE ABS UP 10 ANO INCLUDNG THREAOEO COUPLING TO BASKET STRAINERS © FR WALL CLEANOUTS AT ALL INKS AND AS NEEDED AND PER CODE (NOT ALL SHOWN). OFWI ANY NEEDED INDRECT PIPING FROM BACKFLOW DEVICES TO FLOOR SINKS (IYP)(NOT SHOAN). NOTE: ALL BELOW SLAB WASTE W VENT PIPING ARE BY LL. CDORD. V/ STMBUCK CM. 1-1 4*GV LANDLORD TO PROVIDE CREASE INTERCEPTOR SIZED TO MEET CODE R AHI REDAREMENTS 01 711ELOCATION OF THE GREASE INIERCEPTOIR SHALL BE COORDINATED d APPROVED BY G STARBUCKS. YEWI I 4 07194 I TF � liI7 S a 072 LANDLORD TO PROVOS 3' VENT TO GREASE 17 w CAIL PLANS CML PLANS FOR GREAS[ INTERCEPTOR LOCATION. I X012D 1 2 2'V I vl�ami Mw PLUMBING WASTE / VENT PLAN 0 1 2 3 4 8 12 GENERAL WASTENENT NOTES O SEOU DDIIIMGENERAL PLUMBING NOTES FOR FURTHER O ALL IS NEW UNLESS OTHERWISE NOTED. ©MHEN W MING SEVERAL INDIRECT WASTE LINES TO DRAIN IN10 A FLOOR SINN, A UNISTRUT IS REDUIRED FOR SECURING AND BRACING ALL LNES ABOVE THE DRAIN, Op F 1 ALL NEEDED INWRECT DRAINS PER CODE INOT ALL SHOWN. INSTALL DRAINS AT 28 SLOPE WHERE PDSSBLI WITHOUT DIPS DR SNGS. ALL INDRECT ORRIS SHALL RUN SEPARATELY FROM EACH OTHER N INDIRECT DRAIN RECEPTOR AM SHALL TERMINATE II/AN AIR GAP PER CODE. OE NOTE NOT USED. © ALL P -TRAPS fWIM INTEGRAL UAl A TAIL PIECE TO BE TYPE ABS UP 10 ANO INCLUDNG THREAOEO COUPLING TO BASKET STRAINERS © FR WALL CLEANOUTS AT ALL INKS AND AS NEEDED AND PER CODE (NOT ALL SHOWN). OFWI ANY NEEDED INDRECT PIPING FROM BACKFLOW DEVICES TO FLOOR SINKS (IYP)(NOT SHOAN). NOTE: ALL BELOW SLAB WASTE W VENT PIPING ARE BY LL. CDORD. V/ STMBUCK CM. 1-1 KEY NOTES 01 WATER HEATER: 3/4' PRESSURE RELIEF TO NDP INK. O WATER HEATER: 1' INDIRECT DRAIN FROM WATER HEATER ORP PAN TO NDP IN(. O NDP INK: PROVIDE 3'W/2`V 04 COMPARTMENT INK: PROVIDE 2' WASTE/Y VENT FROM COMPARTMENT SINK MPNIfOLO. CONNECT SINK BASINS IOGEIHER IMO A SINGLE, CENTERED R -TRAP PER CODE. Fel AN INDIRECT HUB DRAIN FROM ME OR MORE COMPARTMENTS IF REQUIRED BY AN (CONFIRM). DO MT ROUTE 10 FLOOR INK. O SANIITZER: PRWEIDEB1-112INDIRECT DRAIN 10 ©INDRECTFLOOR INK. (S ICE HIORAI SR To OVIDFLA 151NN. DO MTINSU D INTEREDAN CT DRAINS Oj ESPRESSD MACHINE: PROVIDE FEMALE PIPE THREAD fROIM ESPRESSO MACHINE DRAN MAY TO 3%2 INDIRECT BRAIN HUG. Y INDIRECT LINE FROM HIR DRAIN 10 FLOOR INN © ESPRESSO MACHNE: PROVIDE FEMALE PIPE THREAD FROM ESPRESSO MACHNE DRAIN TRAY 10 FLOOR INK 09 ICE BIN: PROVE 1-1/Y IMIRECI INSULATED MAINLINE TO FLOOR SINK. 1D ESP 9NK: PROVIDE 1-1/2' INDIRECT (RAIN TO LOOK INK. 11 FLOOR SINK: PROVIDE 3' WASTE/2Y. 12 HAND INK: PROVIDE Y WASTE/1-1/2V. 11 TOIIET 4' WASTE/2'V FROM TOILET. 14 WORKINK: PROVIDE Y WASTE/1-1/2'V. 15 NOTE NOT USED. 16 FLOOR CLEAN WT, MATCH SZE 10 BRAIN LINE 17 WALL GLEAN -OUT, MATCH SIZE 1D BRAIN LINE. 18 NOTE NOT USED. 19 CBS DRANBOARD: PROVIDE 1' INDIRECT GRAIN TO FLOOR INK. 20 PITCHER RISER 9NK: PROVIDE YW/1.1/2'V. IF DIREC7 NOT ALLOWED. PROVIDE 1-1/2 I IF DRAIN NO NOT USED. 22 NOTE NOT USED. 23 F61 PIPE PROTECTOR FOR P -TRAP W SUPPLIES. TRUEBRO IAYGUARD2 OR EDUAL. NOi ALL Of LANOLDt05 MRK IS SHOWN. SEE SHEET P-001 fdt 'IANOMRDS REOUIREM[N15' CREASE NIERC[PTOR NOTE: CONNECT ALL FIXTURES i0 GREASE INTERCEPTOR E%CEPi RESlR00M FIXTURES AND FLOOR INN FOR SNNI112ER DISCHARCE. Q q EffiHFS' -'C'•— �0 Starbucks Coffee Company 2401 Utah Avenue South Sealile, Washington 98134 (206)318-1575 rW cue pnxtdc�a m �nwi,WTI— s4 °xa s aq rc (w .�9s .1Illy by .1 s jags RENEON ENOINEERINO FFKMRA WILXIIRLWNNNNi G S Z N 00 W � A � a . N c 00 z wC Y m (1) w E } N N aYd°m Store#: TBD Project#: 53486-001 64TW Plumbing Waste t Vent '° Plan P-112 4*GV LANDLORD TO PROVIDE CREASE INTERCEPTOR SIZED TO MEET CODE R AHI REDAREMENTS 711ELOCATION OF THE GREASE INIERCEPTOIR SHALL BE COORDINATED d APPROVED BY G STARBUCKS. YEWI I 4 07194 I TF � 1D299 11 S a 072 LANDLORD TO PROVOS 3' VENT TO GREASE 17 SV (CONFIRM EXACT POC). SEE CAIL PLANS CML PLANS FOR GREAS[ INTERCEPTOR LOCATION. I X012D 1 2 2'V I 099 1 I I xatzl I 13 KEY NOTES 01 WATER HEATER: 3/4' PRESSURE RELIEF TO NDP INK. O WATER HEATER: 1' INDIRECT DRAIN FROM WATER HEATER ORP PAN TO NDP IN(. O NDP INK: PROVIDE 3'W/2`V 04 COMPARTMENT INK: PROVIDE 2' WASTE/Y VENT FROM COMPARTMENT SINK MPNIfOLO. CONNECT SINK BASINS IOGEIHER IMO A SINGLE, CENTERED R -TRAP PER CODE. Fel AN INDIRECT HUB DRAIN FROM ME OR MORE COMPARTMENTS IF REQUIRED BY AN (CONFIRM). DO MT ROUTE 10 FLOOR INK. O SANIITZER: PRWEIDEB1-112INDIRECT DRAIN 10 ©INDRECTFLOOR INK. (S ICE HIORAI SR To OVIDFLA 151NN. DO MTINSU D INTEREDAN CT DRAINS Oj ESPRESSD MACHINE: PROVIDE FEMALE PIPE THREAD fROIM ESPRESSO MACHINE DRAN MAY TO 3%2 INDIRECT BRAIN HUG. Y INDIRECT LINE FROM HIR DRAIN 10 FLOOR INN © ESPRESSO MACHNE: PROVIDE FEMALE PIPE THREAD FROM ESPRESSO MACHNE DRAIN TRAY 10 FLOOR INK 09 ICE BIN: PROVE 1-1/Y IMIRECI INSULATED MAINLINE TO FLOOR SINK. 1D ESP 9NK: PROVIDE 1-1/2' INDIRECT (RAIN TO LOOK INK. 11 FLOOR SINK: PROVIDE 3' WASTE/2Y. 12 HAND INK: PROVIDE Y WASTE/1-1/2V. 11 TOIIET 4' WASTE/2'V FROM TOILET. 14 WORKINK: PROVIDE Y WASTE/1-1/2'V. 15 NOTE NOT USED. 16 FLOOR CLEAN WT, MATCH SZE 10 BRAIN LINE 17 WALL GLEAN -OUT, MATCH SIZE 1D BRAIN LINE. 18 NOTE NOT USED. 19 CBS DRANBOARD: PROVIDE 1' INDIRECT GRAIN TO FLOOR INK. 20 PITCHER RISER 9NK: PROVIDE YW/1.1/2'V. IF DIREC7 NOT ALLOWED. PROVIDE 1-1/2 I IF DRAIN NO NOT USED. 22 NOTE NOT USED. 23 F61 PIPE PROTECTOR FOR P -TRAP W SUPPLIES. TRUEBRO IAYGUARD2 OR EDUAL. NOi ALL Of LANOLDt05 MRK IS SHOWN. SEE SHEET P-001 fdt 'IANOMRDS REOUIREM[N15' CREASE NIERC[PTOR NOTE: CONNECT ALL FIXTURES i0 GREASE INTERCEPTOR E%CEPi RESlR00M FIXTURES AND FLOOR INN FOR SNNI112ER DISCHARCE. Q q EffiHFS' -'C'•— �0 Starbucks Coffee Company 2401 Utah Avenue South Sealile, Washington 98134 (206)318-1575 rW cue pnxtdc�a m �nwi,WTI— s4 °xa s aq rc (w .�9s .1Illy by .1 s jags RENEON ENOINEERINO FFKMRA WILXIIRLWNNNNi G S Z N 00 W � A � a . N c 00 z wC Y m (1) w E } N N aYd°m Store#: TBD Project#: 53486-001 64TW Plumbing Waste t Vent '° Plan P-112 KP, EI -AF CLEAVER GEl-AF MEANER SEE ESPRESSO MACHNE FLOUR SAX Yi FLUSH W/NP FIN. FLR. OEMIGIL PIPING COWECTDN DETAIL DISPENSER (CONTRACTOR TO CONFIRM WITH AHJ IF FLEX HOSE -MDIIN1 BRACKET W MOUNT iD BACK (WHERE APPUICABLE) FLOOR SINN IS TO Y ELEVATED ABOVE SAB) CENTER V/ BOTTOM Of WALL OF NOP WATER IUYER HOi TAP CAULK JOINT HALE HOSE END MEANER ISISPENSER SINK SURROUND FAUCET �' �� THIN Yi CERAMIC TLE TYP. DISHWASHER MDP SAN FAUCET" ^k FTHIN MON E WITH ELERPL . 1-1/Y, INOTAL L ABS DRAIN (W/ ATMOSPHERIC BREAK) ESP SINK //J �F�l TYPE OF FLOORING AND FLOOR NN. 12 TOTAL LENGTH REP HAW SYSTEM, EIC. SMWN FIELD SUPPORT WITH UNISIRUI `WASTING TEE* REGARD WTBM M S[E ARCH DEIALS FOR (LEFT HAND SM.) NRiHER INfORWA1ION COlC. INFILL Y TRENCH CppHENIGL MI%(S��YSi[M ))W/WICK FAUCE RINSE FOR BELOW GRADE (Y1�ESPLIITER'SIAILMNOi BE USED • UTILITIES FLARED END - EVEN If SHOWN ON ARCH DETAILS) TERMINATE ABOVE p' Qa • • 1 FLOOR RECEPTOR PER COU[. )o v�aQokpQ Qp�(q,,�, ,per GRAVEL BACKRL (CONFIRM BUILCING IS BACN'LIXY PREVENIER �R� `^d° "' SLAB ON GRADE BEFORE DD) MDDR BOOR RECEPTOR FRESH WATER HOSE pyp �ND-HUB CONNECTION W/OUICK OEG FITIING� NOP SIN( BASIN METERED FAUCET 1' WASTE TO DRAIN _ SHUT OFF VALVE FIR FLOOR SINK DETAIL DISHWASHER DRAIN DETAIL CHEMICAL MIXER DETAIL ESP SINK PIPING DETAIL NJ.S � N.i.S � A.T.S. `+ N.,.S. SNK/ICE BIN VENT IF REp(pUIRED BY CO AHJ CONNECT TO EWPYEM BRAIDED STAINLESS STEEL HOSE. 5/B' VIOREINgEINCORq DRAIN OF All u01fS PIPE HANGER SIPPdiI FOR TO OU ANY �R'YENn T CONJE iD\ 9 16-24 UNEF CPDD MIN. ESPRESSO ESPRESSO OSE 1. MIS DETAIL IS SCHEMATIC ONLY. S C ECTON tSI PLG uIN RISER (TVR. 2) PIPE CLAMP SUPPORT A ECT DRAINS -TRAP F REQUIRED RATING. (TVP. 2) MACHINE MACHINE SEE THE RAN DRAWINGS. NEEDED. PRDVID[ CLEANWTS IN CODE OR PHL 2' A@S DWV INDIRECT WASTE 2. ALL WARR HOSES SHALL BE THE ABS INDIRECT DRAIN PIPE TURNS, ENDS OF PIPE. WSNIE GRAINS -TRAP REWIRED CWNIER TOP PIPE TO FLOOR SNK SLOPE NININUM LENGTH NEEDED AND ((SEE PLAN FOR STIES)) LL PER MANUF./CODE REOUIREVENiS HORIZONTAL AT 1/4' PER FONT. SUPPORTED PS NEEDED TO AVOID ABS TREADED COUPLING FSS PPLAN FIRNAL OFFSETS AS WAR PUMP. INSTALL TO ALLOW STRESSING CONNECTIONS AND i0 BASKET STRAINER MAY BE NEEDED. MATERIAL SHALL BE PER THESE ACCESS TO INTEGRAL PUMP C01 ING EXCESSIVE HOSE. ROUTE S AND OR PER COOS. UY FlLIER. SEE PUMP ATTACHMENT HUD PIPING 11CHi 10 BACK TO AVOID KINKING AND ALLOW PIPE CLAMP SIIPPdti Al FIT 1011' 5 IF REQUIRED BY CONE/AHA WALL TYP. DRAIN ,ERMINA,ION DETAIL IN ARCH PLANS(TYR 2) \ ( ) SPACE FOR UNDER CWNIER CLEANEYI AT PLL CHAAOS�� (8 BLOCNINC-NOT SHU'M) SOPE PIPE PER CODE. �<% REFRIGERA,OR AND ACCESS ,O IN DIRECTION TOR AS ALLOYED SEE PLA S BRAIDED STAINLESS STEEL HOSE.— IWIPMEN, AND VALVES BY AHJ) DISCHARGE INTO OPEN AREA PLAN(S) FOR 92E. 9/IB-24 UNEF COMPRESSION BACK fWW PREVENTION DEVICE 3 ALL PIPING SHALL BE HELD TIGHT ABS DWV FITTINGS TVP. OF FLOOR 9NK W/2' AR CAP //—DISCHARGE INTO OPEN AREA (IYR CTIW tEOPSG WIN. RATION. PUMP PUMP MERE REQUIRED. VERIFY TYPE TO WALLS, MOPED WHERE NEEDED (TIP.) �� FLOW LOgR SINK W/2' AIR GAP (TYP. Z) AND LOCATION WITH LOU D ROUTED TO ALLOY ACCESS (OR AS ALLOWED Y CODE) t/Z' xPT l0 nOY HAI DRAIN JUNSgCTIN. TO EDIAPMENT AND VALVES FLOW SAN AD,ES COUPREMION CONNECTION 3/4 4, ROUTE HCRRONTAL PIPING A NOTES: 1. FM ALL WORK PER CODE AND AHJ REQUIREMENTS FLOOR SINK(DR FUNNEL (,YR. 2) CWF / CWf 3/4-CNf� 1 MINIMUM OF 6' ABOVE FLOOR. 1. F8I ALL WITH PER COU AND AHJ REOUIREAENI& EVEN F ND, SPECIFICALLY SHOWN. EVEN IF NOT SPECIFICALLY S1ONN. DRAIN) 1/Y BALL VALVE. (TYP. 2) J }/A' 1/2'HN , IRE ESP SINK DETAIL. S COORDINATE LOCATION AND 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS R PIPING SHALL BE MOUNTED 2. ALL PIPES SMALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS d PIPES SHALL BE MOUNTED 7/4' ELEVATION 6 ALL .WENNi OFF THE FLOOR FOR MEANING PURPOSES OFF ME FLOOR FOR CLEANING PURPCOES. Z2TS,. SIO',' 1/2—CW j WiH OTHER 1RPDE5. WENT FLOOR unRJ PER COD[. BALL VALVE W SNB UP (IYP.) PUMP AS NEEDED ALLOW 3. ALL INDIRECT DRAIN DISCHARGES SHALL OCCUR OVER CLEAR AREA OF FLOOR SINK AW NOT 1 ALL FLEXIBLE INDIRECT BRAIN LINES FOR APPLIANCES SMALL BE INSTALLED PER CCD[/AHJ AND MAINTENANCE. OVER GRATE. ANNUF. REOUIREMENTS WPPONT LINES SO THERE ARE NO SACS OR DIPS IN LINE. L 4. SLOPE ALL PIPES PER CODE AND FWl TRAPPED INDIRECT MAIN AND VENT IF REQUIRED BY TYPICAL CONDENSATE/EQUIPMENT SINK FILTERED' = fW CW[ ANO/qi AHJ. (WT SHOWN) ESPRESSO MACHINE PIPING CONNECTION DETAIL SYSTEM -CNF REFER TOSUPPY SINK INDIRECT DRAIN DETAIL INDIRECT DRAIN DETAIL B -SYSTEM -CNN pIPING DIAGRAM 5 C -SYSTEM - RD L N.1.S • IF ONLY ONE ESPRESSO IS .. IN PIAN VIEW AT THE FRONT LINE, FVI PIPE M FUTURE LOCATION 8 BALL VALVE. V N.T.S NT.S. NOTE SCHEMATIC - ADAPT PS NEEDED FOR EXACT 9,UA,IW. 48" ROUGH -IN RAIN UP HEIGHT k WATERPROOF ROOF PENETRATION GAS %PING EXTEND ABOVE INDREC PRESSURE RELIEF OCATION RDCi AS REO'D BY CODE. VE, F NEEDED 1/4' BY-PASS LINE BY-PASS VALVE (NORMALLY CLOSED) PER 2 _3's VENT/COMB. REFER TO PLANS FOR PIPE DRAIN CHROME CODE AIR PIPES 9ZE(S) t LOCATION(S]. UF CHECK 1-1/9 (TIP) ESWTCHEON / VALVE Epv)SCU �i 3/4 ` CVF OUT ROOF) E%PANSIDN TANK SIZED AND INSTALLED CUD WATER PER MAN F. RECOMMENDATIONS AND CODE TO FIXTURES�INCDNING uINI ECIRIC SEALANT BALL SHUFT BRASS UNION (TYP.) ON, TYR. VACUUM RELIEF VALVE 1-1COIR WAT[R WALL SMUT. OFF 11 VALVE (TYP.) } APPROVED DRAW BAND ( J GPSCON@INAIIW P 8 T SHE[i METAL iLU6H VALVE- SHU1-OFF RELIEF VALVE CONEDRIP AN UNDERFAI FLEXIBLE VALVE REUIPREFABRDAIED COYER ENTRE ASYMB Y. 1�4' DOMESTIC INDIRECT DRAIN 3/4 ' RELIEF DRAIN TO NOP SINK NOH LANDLORD. ROOFING PATCH IAP UP 7ATIRINALL THE WAY DOMESTIC OVER PINE INDIRECT- RECEPTOR. CAS WATER SiRPP lO WALL STWCII,RE DRAIN PRE -FILTER HEATER w/ Z 'WIDE 1CA SlE[L BAND �LAPLEWEEYALANER W/ STO NK LOON PRESSOR[DIRT LEG DRAIN VALVE UFC ANSDUCER S[EOUVER LPNPUNM SCHEDULE FILTER ` DRIP PAN WITH INDIRECT DRAIN TO �PRWIDE 1Z` NIN CLR BTM PIPE GAUGE (TYP.<) SU ORT PLMOP AN ATFORM PENENIRATION W OTHER NOT[: ti' BY OTHERS (SEE DETAIL) PENEMAI'W CURBS qt AD ES NOP SAN PARAPETS. F81 ALL CIYMPDNENi4 NOT PIROVIDED BY MANIFACIURER. 2. ALL PIPING SHALL C COPPER. PEX TYPE PIPING OR FLEXIBLE CCONNECTORS ARE FIRM WHO INOTALLI "M ACCEP ABLE. �� INSTALL PER NANUFACTJRER'S RECOIINFNDATI0N5. FLOOR —\ A INDIRECT DRAIN T MDP9NK PIPE /ROOF PENETRATION "A" FILTER SYSTEM r. --,,GAS WATER HEATER � n BOOSTER PUMP DETAIL N.,.S NOTE. SCHENA - ADAPT AS EIEVATON N.T.S SEE LAWLORD REgAREMENiS V DRANIWS. L L N.i.S N.1.S LANDLORD REWIRENENIS GOVERN. NEEDED F GALVANIZED PIPE CUTUP DO NOT CLAMP ,TWT 4x6 • 12' ,REA,ED SUPPORT BLOCK W/ 1/4 ` z 1-I/2' GAL -OUCH LAG BOLT ND7 ALL O LANDLOW'S WORK IS ROOF WALK MAI SHOWN. SEE SHEET P-001 Fqt BASE SHEET "LANUORDS fEOUIREM[NTS" 18' x 18' x 1/2 ` THICK EXISTING ROOFING OVER ROOF DECK SUPPORT SPACING FON PIPE SZE: _ 3/4 - = 6', 1` = I', 1-1/4' = 8', 1-1/2'=9' I PLACE BAY SHEET OVER ROOFING GRAVEL IIF ANY. Yi BLOCKS FREE ON BAY SPITS STACK BLOCKS 8 NAIL i0(,�THER WHERE REDD. a ,0 ELEVATE PIPING. INSTALL GAS PIPE TO ALLOW FOR EXPANSION At CONTRACTION. PRIMER AND PANT EXT. PIPE LIGHT GREEN COLOR. PIPE SUPPORT N.TS YE LANOARD REWIREMENiS V ONAWINGS LANDLORD R[WIRENENIS GOV[RN. D y V� Starbucks Coffee Company 2401 Utah Avenue South 4.1, Washington 98134 (206)318-1575 fM %pnwidc�a In Ys omewnG cliim d TI— mad sYallxa°sx �e �tiM�.�i RENtON lNOINlERINO IIR4a, axexatlWNi Store#: TBD Project #: 53486-001 °°.w. Plumbing Details P", "IL. BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER Building Plum ing ❑ 3933 KITSAP WAY STARBUCKS COFFEE - SHELL ONLY Mechanical ® Alarm/Sprinkler This Placard must be posted on or near building and the Permit & "Approved" plans must be at the site. Permit # BBI 100673 Call the following Aaencv Telephone Numbers for insaections: Building Department Inspections Call: (360) 473-5870 WATER - Public Works - Water: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 HEALTH - Kitsap Co. Health District: (360) 337-5285 Fire - Fire Department: (360) 473-5394 L&I - Dept. of Labor and Industry: (360) 415-4000 POST ON SITE - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection Approved Date Geotechnical inspection for grading and fill Geotechnical Report for Structural Fill and Compaction, Soil Bearing Special inspection by 3rd Party - Pile or Pier Foundations Special inspection by 3rd Party - Reinforcement Special Inspection by 3rd Party - Concrete Strength Meeting/Consultation Foundation Footings, Property lines shall be properly identified jP-5/41- Foundation Walls / Hold downs Geotechnical Engineer Final Letter, Send report to Bldg Dept Concrete Masonry Unit/Grout/Resteel _ Special Inspection by 3rd Party - High -Strength Grout Special Inspection by 3rd Party - Structural Steel Special Inspection by 3rd Party - Welding Insulation - Slab, Special Inspection by 3rd Party - Chemical/Mechanical Fasteners Special Inspection by 3rd Party - Seismic Force Resisting System Concrete Slab, Reinforced R -M- 2— Special Inspection by 3rd Party -Slab Reinforcement j dp ngo Plumbing Groundwork .(7j -VZ toki 9�e"e k 2-$ lZ dry -- Shear Wall Panels/Braced Wall Panelsft 0 -i 22 _.. L&I - Electrical Cover Inspection Before Framing (State of _ -z- Washington) Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) FINAL BUILDING (360) 473-5870 All of the above must be approved. Occupanev approval for SFR only- Commercial structures require a sepai-ate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENTAPPROVAL PROTECT THIS CARD FROM THE WEATHER Insulation - Wall - Sheetrock Nailing _. gc ?-o 'Paved Driveway & parking areas Insulation - Ceiling L&I - Electrical Final Inspection `�u.a tA4 -2-7 1 Z Energy Code - Lighting Budget PW - Sewer Lateral _. - - FIRE - Final Inspection — WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) _ i_. _ PW - Driveway approach final 'P __Final Inspection - Public Works Final Inspection - Zoning j PW - Right -of -Way Other PW - Final Inspection - Utilities Electronic Submittal of As -Built Plans to DCD Final Inspection - Building FINAL BUILDING (360) 473-5870 All of'the above must be approved. Occupancy approval for SFR only - Commercial structures require a separate Certificate o/'Occupancy. DO NOT OCCUPY BUILDING WITHOUTBUILDING DEPAK I MEN I ArFRUVAL PROTECT THIS CARD FROM THE WEATHER CITY OF BREMERTON I L PERMIT NUMBER: 131311 00673 DEPARTMENT OF COMMUNITY DEVELOPME -, DATE ISSUED: 12/05/2011 DATE RE -ISSUED: 01/13/2012 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: JOSEPH LAHFDANY GEN CONTR IP PHONE: (253) 584-5308 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 09/12/2011 APPROVED: 11/30/2011 EXPIRATION: 07/11/2012 STATUS: RE -ISSUED VALUATION: $205,000.00 Commercial Building Permit w/ Mechanical/Plumbing Plan Review Fee $56.00 16-4580 Plan Review Fee $1,145.30 16-4580 State Surcharge $4.50 0236 Plumbing Fixture Fee $13200 2213 Building Permit $1,76200 2211 TOTAL FEES: $3,099.80 STARBUCKS COFFEE - SHELL ONLY Building Code Edition: Occupancy Group: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: IBC 2009 A-2 Type V, Unprotected Type X Flood Zone (Front) (Side) (Rear) (Other) Public Sewer System Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5394 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967 All revisions to an approved plan require DCD review and approval prior to performing work All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy I have read, and agree to abidey the conditio of thi pe mit i cluding all conditions of zoning, buildi g codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: �a PRINTED NAME: U�J DA .01 CONDITIONS City of Bremerton's app oval of this application pertin only to the City's gula ory jurisdiction, and thus compliance with City j regulations does not necessarily ensure compliance wi federal or stat aws. 10. (DCD-02) DCD: Validity of permit. The issu anting of a permit shall not be construed to be a ) permit for, or an approval of, any violation of any of the provisions of the Washington State / Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. — — .. ... — Page 1 of 6 CITY OF BREMERTON PERMIT NUMBER: BB11 00673 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 12/05/2011 DATE RE -ISSUED: 01/13/2012 345 - 6th Street, Bremerton, WA 98337 U (360)473-5275 Fax: (360) 473-5278 F_ ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: JOSEPH LAHFDANY GEN CONTR IP PHONE: (253) 584-5308 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 09/12/2011 APPROVED: 11/30/2011 EXPIRATION: 07/11/2012 STATUS: RE -ISSUED 10. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. 11. (DCD-060) Property lines shall be properly marked. Setbacks are measured to the fnished wall of the structure. 12. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for inspection. Any changes to plans shall be approved before construction is performed. Architect or engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. 13. (DCD-18) DCD: Main exit only may have a key -locking deadbolt. Other exit doors to be easily openable with no special effort or knowledge. Main exit door must be provided with a readily visible durable sign adjacent to the doorway stating "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". The sign shall be in letters not less than 1 inch high on a contrasting background. 14. (DCD-38) Shear Wall Inspection: Due to the complexity of the shear wall nailing patterns and hold- down requirements contained within the engineered lateral design, a separate shear wall inspection is required for this project. This inspection should be requested and performed prior to the installation of exterior wall coverings, prior to the framing inspection, such that all shear -wall nailing patterns may be observed, and the installation of all required hold-down devices and required straps, etc. are in place in accordance with the engineer's lateral design. 15. (DCD-39) EXIT signs shall be internally or externally illuminated and must be provided with an emergency power source. EXIT shall be in capital block letters not less than 6" high in height with a stroke of not less than 3/4". Provide Means of Egress Illumination at 1 footcandle at all times the building is occupied. The power to the fixture shall be supplied by the premises electrical supply. An emergency electrical system must illuminate all areas as required by IBC Section 1006. Provide sign stating "This door to remain unlocked when building is occupied." Exit doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. The unlatching of any leaf shall not require more than one operation. Provide lever -handled hardware. 16. (DCD-40) SPECIAL INSPECTIONS: 1704.1 General. Where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner's agent shall employ one or more special inspectors to provide inspections during construction on the types of work listed under Section 1704. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. 1704.1.2 Report requirement. Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any Page 2 of 6 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 3783-006-029-0007 KITSAP RETAIL PARTNERS LLC KITSAP RETAIL PARTNERS LLC ZONING: PHONE: PHONE: JOSEPH LAHFDANY GEN CONTR IP PHONE: PHONE: PERMIT NUMBER: BB11 00673 DATE ISSUED: 12/05/2011 DATE RE -ISSUED: 01/13/2012 CC SITE ADDRESS: 3933 KITSAP WAY (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 (253) 584-5308 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 0- ADDRESS: SUBMITTED: 09/12/2011 APPROVED: 11/30/2011 EXPIRATION: 07/11/2012 STATUS: RE -ISSUED discrepancies noted In the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work. See Page S1.1 for list of special inspections. 17. (DCD-42) Geotechnical inspections and tests shall be performed in accordance with the geo-technical engineer's requirement and recommendations. All inspection results or density tests shall be provided to the Department of Community Development prior to requesting any soils related inspections (such as footing or foundation inspections). Required geotechnical inspections: 1. Structural fill and compaction 2. Soil bearing 3. Retaining wall and rockery placement 4. Ongoing site monitoring during wet weather construction 5. Final grading 19. (DCD-54) Shell Only: This structure is to be constructed as a "shell only" and is not approved for any occupancy. Any use or occupancy of this structure will be in violation of the City of Bremerton Building, Fire, and Zoning Codes unless a separate "Tenant Improvement" permit is applied for, approved, issued, and completed. 20. (FIRE -01) Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal's office; Mike Six at Michael.Six@ci.bremerton.wa.us or (360) 473-5386 All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. All projects require a visible address during and after construction. Final fire inspection will not be signed off without a valid and usable address. Please contact the Public Works Department for address if need be, (360) 473-5337. All projects are required to have fire extinguishers unless exempt by the installation of a fire sprinkler system with quick response heads. All violations of the code and referenced documents is a $125 fine per violation. Deviating from the approved plans is a violation of the Fire/Building code. Any revisions need to be approved by the Fire Marshal. PLACE FIRE EXTINGUISHERS 12" ADDRESS NUMBERS EMERGENCY LIGHTING PANIC HARDWARE FOR SECOND EXIT Page 3 of 6 CITY OF BREMERTON PERMIT NUMBER: 8611 00673 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 12/05/2011 DATE RE -ISSUED: 01/13/2012 345.6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: JOSEPH LAHFDANY GEN CONTR It PHONE: (253) 584-5308 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME: All questions, to be binding, must be followed with an email re -stating the question and must PHONE: 0- ADDRESS: changes/alterations. SUBMITTED: 09/12/2011 APPROVED: 11/30/2011 EXPIRATION: 07/11/2012 STATUS: RE -ISSUED 20. (OTHER) Rough -in plumbing is covered by the Tenant permit. This permit covers only the plumbing underground piping. 20. (FIRE -01) Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal's office; Mike Six at Michael.Six@ci.bremerton.wa.us or (360) 473-5386 All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. All projects require a visible address during and after construction. All projects are required to have fire extinguishers unless exempt by the installation of a fire sprinkler system with quick response heads. FINAL FIRE INSPECTION WILL NOT BE SIGNED OFF WITHOUT A VALID AND USABLE ADDRESS. 21. (OTHER) Development must comply with BMC Title 20 and the Site Plan Reivew approval (BP08 00011). 22. (LU9) All driveways and areas used for loading, parking, and maneuvering motorized vehicles shall have a paved surface. j 23. (OTHER) This business must obtain a City of Bremerton business license prior to operation of the business. Please contact Jeanette Wischhoefer, (360) 473-5298 for more information or find the business license application at the City of Bremerton website. 24. (LU8) Landscaping is required per BMC 20.50 and per the landscaping plan submitted prior to Final Building Inspections. 25. (LU12) Signs must comply with BMC 20.52. A separate permit is required for each sign. 100. (UTILITY -02) All utility fees and assessment shall be paid prior to final occupancy approval. Sewer and storm inspection fees are required before connection. 101. (OTHER) Revision reviewed change foundation to pipe piles on north and west side of building. Special nspection for pipe piles added. Revised sheets and engineering to be kept with original approved set of plans and accompanying documents on site. Page 4 of 6 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 PERMIT NUMBER: 131311 00673 DATE ISSUED: 12/05/2011 DATE RE -ISSUED: 01/13/2012 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: JOSEPH LAHFDANY GEN CONTR It PHONE: (253) 584-5308 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME: PHONE: b- ADDRESS: SUBMITTED: 09/12/2011 APPROVED: 11/30/2011 EXPIRATION: 07/11/2012 STATUS: RE -ISSUED MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Geotechnical inspection for grading and fill Geotechnical Report for Structural Fill and Compaction, Soil Bearing Special inspection by 3rd Party - Pile or Pier Foundations Special inspection by 3rd Party - Reinforcement Special Inspection by 3rd Party - Concrete Strength Meeting/Consultation Foundation Footings, Property lines shall be properly identified Foundation Walls / Hold downs Geotechnical Engineer Final Letter, Send report to Bldg Dept Concrete Masonry Unit/Grout/Resteel Special Inspection by 3rd Party - High -Strength Grout Special Inspection by 3rd Party - Structural Steel Special Inspection by 3rd Party - Welding Insulation - Slab Special Inspection by 3rd Party - Chemical/Mechanical Fasteners Special Inspection by 3rd Party - Seismic Force Resisting System Concrete Slab, Reinforced Special Inspection by 3rd Party - Slab Reinforcement Plumbing Groundwork Shear Wall Panels/Braced Wall Panels L&I - Electrical Cover Inspection Before Framing (State of Washington) Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) Insulation - Wall Sheetrock Nailing Paved Driveway & parking areas Insulation - Ceiling L&I - Electrical Final Inspection Energy Code - Lighting Budget PW - Sewer Lateral FIRE - Final Inspection WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) PW - Driveway approach final PW - Final Inspection - Public Works Final Inspection - Zoning PW - Right -of -Way Other PW - Final Inspection - Utilities Electronic Submittal of As -Built Plans to DCD Final Inspection - Building Page 5 of 6 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 CONTRACTOR: JOSEPH LAHFDANY GEN CONTR IP PHONE: (253) 584-5308 LENDER NAME: PHONE: ()- PERMIT NUMBER: 131311 00673 DATE ISSUED: 12/05/2011 DATE RE -ISSUED: 01/13/2012 SITE ADDRESS: 3933 KITSAP WAY ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 ADDRESS: SUBMITTED: 09/12/2011 APPROVED: 11/30/2011 EXPIRATION: 07/11/2012 STATUS: RE -ISSUED FIXTURE LIST Qty Description Qty Description 5 C -Floor Sink and/or Indirect Waste 9 C -Sink (Lavatory, Kitchen, Mop, or Bar Sink) 2 C -Water Closet and/or Urinal Page 6 of 6 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: 131311 00673 DATE ISSUED: 12/05/2011 1' 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER 3783-008-029-0007 ZONING CC SITE ADDRESS. 3933 KITSAP WAY APPLICANT NAME- KITSAP RETAIL PARTNERS LLC PHONE. (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 t OWNER NAME KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 ADDRESS- 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: JOSEPH LAHFDANY GEN CONTR IP PHONE (253) 584-5308 ADDRESS 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME- PHONE- 0- ADDRESS• ' SUBMITTED: 09/12/2011 APPROVED- 11/30/2011 EXPIRATION: 06/02/2012 STATUS ISSUED' VALUATION: $205,00000 Commercial Building Permit w/ Mechanical/Plumbing Plan Review Fee $1,14530 16-4580 STARBUCKS COFFEE - SHELL ONLY State Surcharge $450 0236 Building Code Edition: IBC 2009 Plumbing Fixture Fee $132.00 2213 Occupancy Group: A-2 Building Permit $1,76200 2211 Type of Construction: Type V, Unprotected TOTAL FEES: $3.04380 Flood Zone: Type X Flood Zone Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Public Sewer System Number of Bedrooms: Square Footage Bid Price from Applicant TOTAL Inspection Requests FIRE Fire Inspections (360) 473-5394 DCD- Building Inspections (360) 473-5870 HEALTH Kitsap County Health District (360) 337-5285 L&I Department of Labor and Industries (360) 415-4000 PW&U Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the works commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstant,ate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967 All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy have read, and agree to abide by conditi sof this permit including all conditions of zoning, building codes, and State and Federal laws. iGNATURE OF OWNER OR 0 NAME: DATE: i 2- 1 / CONDITIONS 's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City not necessarily ensure compliance with federal or state laws. � I DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State \ Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official s\also authorized to prevent occupancy or use of a structure where in violation of the "ishington State Building code or of any other ordinances of the City of Bremerton. \ Reinspection Fee: All approved plans, the printed building permit, and the permit `ion placard, are required to be on-site for inspection purposes, and work to be �1 shall be complete and ready for inspection. If an inspection is called for and \ot available on site, or the work is not ready for inspection, approval will not be .'addition, a re -inspection fee will be charged and must be collected by the Page 1 of 7 1 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB11 00673 DATE ISSUED: ASSESSOR NUMBER- 3783-008-029-0007 ZONING. CC SITE ADDRESS. 3933 KITSAP WAY APPLICANT NAME- KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS' 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 ADDRESS- 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR JOSEPH LAHFDANY GEN CONTR IP PHONE (253) 584-5308 ADDRESS- 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME: PHONE- 0- ADDRESS SUBMITTED 09/12/2011 APPROVED 11/30/2011 EXPIRATION: 03/10/2012 STATUS APPROVED ! Department of Community Development prior to any further inspections being performed or approvals granted. i 10. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and \ approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. 11. (DCD-060) Property lines shall be properly marked. Setbacks are measured to the fnished wall of the structure. 12. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for Inspection. J ! Any changes to plans shall be approved before construction is performed. Architect or l/ engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. 13. (DCD-18) DCD: Main exit only may have a key -locking deadbolt. Other exit doors to be easily openable with no special effort or knowledge. Main exit door must be provided with a readily visible durable sign adjacent to the doorway stating "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". The sign shall be In letters not less than 1 inch high on a contrasting background. 14. (DCD-38) Shear Wall Inspection: Due to the complexity of the shear wall nailing patterns and hold- down requirements contained within the engineered lateral design, a separate shear wall inspection is required for this project. This Inspection should be requested and performed prior to the installation of exterior wall coverings, prior to the framing inspection, such that all shear -wall nailing patterns may be observed, and the installation of all required hold- down devices and required straps, etc. are in place in accordance with the engineer's lateral design. 15. (DCD-39) EXIT signs shall be internally or externally illuminated and must be provided with an emergency power source. EXIT shall be in capital block letters not less than 6" high in height with a stroke of not less than'/4'. Provide Means of Egress Illumination at 1 footcandle at all times the building is occupied. The power to the fixture shall be supplied by the premises electrical supply. An emergency j electrical system must illuminate all areas as required by IBC Section 1006. Provide sign stating "This door to remain unlocked when building is occupied." Exit doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. The unlatching of any leaf shall not require more than one operation. Provide lever -handled hardware. 16 (DCD-40) SPECIAL INSPECTIONS: 1704.1 General. Where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner's agent shall employ one or more special inspectors to provide inspections during construction on the types of work listed under Section 1704. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special — — — — — inspection.— Page 2 of 7 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: B131 00673 DATE ISSUED: SUBMITTED 09/12/2011 APPROVED: 11/30/2011 EXPIRATION: 03/10/2012 STATUS: APPROVED i 1704.1.2 Report requirement. Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work. See Page S1.1 for list of special inspections. 17. (DCD-42) Geotechnical inspections and tests shall be performed in accordance with the geo- technical engineer's requirement and recommendations. All inspection results or density tests shall be provided to the Department of Community Development prior to requesting any soils related Inspections (such as footing or foundation inspections). Required geotechnical inspections: 1. Structural fill and compaction 2. Soil bearing 3. Retaining wall and rockery placement 4. Ongoing site monitoring during wet weather construction 5. Final grading 19. (DCD-54) Shell Only: This structure is to be constructed as a "shell only" and is not approved for any occupancy. Any use or occupancy of this structure will be in violation of the City of Bremerton Building, Fire, and Zoning Codes unless a separate "Tenant Improvement" permit Is applied for, approved, issued, and completed. 20. (FIRE -01) Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities i Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal's office; Mike Six at Michael.Slx@cl.bremerton.wa.us or (360) 473-5386 All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer Is not given adequate information to address all issues. The onsite Inspection allows for a true representation of the project. All projects require a visible address during and after construction. Final fire inspection will Page 3 of 7 345 - 6th Street, Bremerton, WA 98337 * (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER 3783-008-029-0007 ZONING CC SITE ADDRESS 3933 KITSAP WAY APPLICANT NAME KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 ADDRESS 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME, KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR JOSEPH LAHFDANY GEN CONTR II` PHONE- (253) 584-5308 ADDRESS 8018 STEILACOOM BLVD SW, LAKEWOOD. WA 98498 LENDER NAME, PHONE. 0- ADDRESS: SUBMITTED 09/12/2011 APPROVED: 11/30/2011 EXPIRATION: 03/10/2012 STATUS: APPROVED i 1704.1.2 Report requirement. Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work. See Page S1.1 for list of special inspections. 17. (DCD-42) Geotechnical inspections and tests shall be performed in accordance with the geo- technical engineer's requirement and recommendations. All inspection results or density tests shall be provided to the Department of Community Development prior to requesting any soils related Inspections (such as footing or foundation inspections). Required geotechnical inspections: 1. Structural fill and compaction 2. Soil bearing 3. Retaining wall and rockery placement 4. Ongoing site monitoring during wet weather construction 5. Final grading 19. (DCD-54) Shell Only: This structure is to be constructed as a "shell only" and is not approved for any occupancy. Any use or occupancy of this structure will be in violation of the City of Bremerton Building, Fire, and Zoning Codes unless a separate "Tenant Improvement" permit Is applied for, approved, issued, and completed. 20. (FIRE -01) Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities i Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal's office; Mike Six at Michael.Slx@cl.bremerton.wa.us or (360) 473-5386 All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer Is not given adequate information to address all issues. The onsite Inspection allows for a true representation of the project. All projects require a visible address during and after construction. Final fire inspection will Page 3 of 7 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax- (360)473-5278 PERMIT NUMBER: BB11 00673 DATE ISSUED - ASSESSOR NUMBER 3783-008-029-0007 ZONING: CC SITE ADDRESS 3933 KITSAP WAY j APPLICANT NAME KITSAP RETAIL PARTNERS LLC PHONE (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME- KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR JOSEPH LAHFDANY GEN CONTR IP PHONE: (253) 584-5308 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME- PHONE- 0- ADDRESS - SUBMITTED: 09/12/2011 APPROVED- 11/30/2011 EXPIRATION: 03/10/2012 STATUS APPROVED not be signed off without a valid and usable address. Please contact the Public Works Department for address if need be, (360) 473-5337. All projects are required to have fire extinguishers unless exempt by the installation of a fire sprinkler system with quick response heads. All violations of the code and referenced documents is a $125 fine per violation. Deviating from the approved plans is a violation of the Fire/Building code. Any revisions need to be approved by the Fire Marshal. PLACE FIRE EXTINGUISHERS 12" ADDRESS NUMBERS EMERGENCY LIGHTING PANIC HARDWARE FOR SECOND EXIT 20. (OTHER) Rough -in plumbing is covered by the Tenant permit. This permit covers only the plumbing underground piping. 20 (FIRE -01) Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us To contact the Bremerton Fire Marshal's office; Mike Six at Michael.Six@ci.bremerton.wa.us or (360) 473-5386 All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. All projects require a visible address during and after construction. All projects are required to have fire extinguishers unless exempt by the installation of a fire sprinkler system with quick response heads. FINAL FIRE INSPECTION WILL NOT BE SIGNED OFF WITHOUT A VALID AND USABLE ADDRESS. 21. (OTHER) Development must comply with BMC Title 20 and the Site Plan Reivew approval (BP08 00011). 22. (LU9) All driveways and areas used for loading, parking, and maneuvering motorized vehicles shall have a paved surface. 23. (OTHER) _ This business must obtain a City of Bremerton business license prior to operation of the fageof 7 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 PERMIT NUMBER: 6611 00673 DATE ISSUED: ASSESSOR NUMBER 3783-008-029-0007 ZONING- CC SITE ADDRESS, 3933 KITSAP WAY i APPLICANT NAME KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR JOSEPH LAHFDANY GEN CONTR IP PHONE (253) 584-5308 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME PHONE: 0- ADDRESS SUBMITTED 09/12/2011 APPROVED- 11/30/2011 EXPIRATION- 03/10/2012 STATUS: APPROVED business. Please contact Jeanette Wischhoefer, (360) 473-5298 for more information or find the business license application at the City of Bremerton website. 24. (LU8) Landscaping is required per BMC 20.50 and per the landscaping plan submitted prior to Final Building Inspections. 25. (LU12) Signs must comply with BMC 20.52. A separate permit is required for each sign. 100. (UTILITY -02) All utility fees and assessment shall be paid prior to final occupancy approval. Sewer and storm inspection fees are required before connection. Page 5 of 7 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: 13611 00673 DATE ISSUED: SITE ADDRESS- 3933 KITSAP WAY ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 ADDRESS: SUBMITTED 09/12/2011 APPROVED- 11/30/2011 EXPIRATION. 03/10/2012 STATUS- APPROVED MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Geotechnical inspection for grading and fill Geotechnical Report for Structural Fill and Compaction, Soil Bearing Special inspection by 3rd Party - Reinforcement Special Inspection by 3rd Party - Concrete Strength Foundation Footings, Property lines shall be properly identified Foundation Walls / Hold downs Geotechnical Engineer Final Letter, Send report to Bldg Dept Concrete Masonry Unit/Grout/Resteel Special Inspection by 3rd Party - High -Strength Grout Special Inspection by 3rd Party - Structural Steel Special Inspection by 3rd Party - Welding Insulation - Slab Special Inspection by 3rd Party - Chemical/Mechanical Fasteners Special Inspection by 3rd Party - Seismic Force Resisting System Concrete Slab, Reinforced Special Inspection by 3rd Party - Slab Reinforcement Plumbing Groundwork Shear Wall Panels/Braced Wall Panels L&I - Electrical Cover Inspection Before Framing (State of Washington) Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) Insulation - Wall Sheetrock Nailing Paved Driveway & parking areas Insulation - Ceiling L&I - Electrical Final Inspection Energy Code - Lighting Budget PW - Sewer Lateral FIRE - Final Inspection WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) PW - Driveway approach final PW - Final Inspection - Public Works Final Inspection - Zoning PW - Right -of -Way Other PW - Final Inspection - Utilities Electronic Submittal of As -Built Plans to DCD Final Inspection - Building FIXTURE LIST Qty Description Qty Description i 5 C -Floor Sink and/or Indirect Waste Page 6 of 7 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax (360)473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING CC APPLICANT NAME KITSAP RETAIL PARTNERS LLC PHONE (425) 453-1909 OWNER NAME KITSAP RETAIL PARTNERS LLC PHONE (425) 453-1909 CONTRACTOR JOSEPH LAHFDANY GEN CONTR It PHONE: (253) 584-5308 LENDER NAME PHONE- 0 - PERMIT NUMBER: 13611 00673 DATE ISSUED: SITE ADDRESS- 3933 KITSAP WAY ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 ADDRESS: SUBMITTED 09/12/2011 APPROVED- 11/30/2011 EXPIRATION. 03/10/2012 STATUS- APPROVED MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Geotechnical inspection for grading and fill Geotechnical Report for Structural Fill and Compaction, Soil Bearing Special inspection by 3rd Party - Reinforcement Special Inspection by 3rd Party - Concrete Strength Foundation Footings, Property lines shall be properly identified Foundation Walls / Hold downs Geotechnical Engineer Final Letter, Send report to Bldg Dept Concrete Masonry Unit/Grout/Resteel Special Inspection by 3rd Party - High -Strength Grout Special Inspection by 3rd Party - Structural Steel Special Inspection by 3rd Party - Welding Insulation - Slab Special Inspection by 3rd Party - Chemical/Mechanical Fasteners Special Inspection by 3rd Party - Seismic Force Resisting System Concrete Slab, Reinforced Special Inspection by 3rd Party - Slab Reinforcement Plumbing Groundwork Shear Wall Panels/Braced Wall Panels L&I - Electrical Cover Inspection Before Framing (State of Washington) Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) Insulation - Wall Sheetrock Nailing Paved Driveway & parking areas Insulation - Ceiling L&I - Electrical Final Inspection Energy Code - Lighting Budget PW - Sewer Lateral FIRE - Final Inspection WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) PW - Driveway approach final PW - Final Inspection - Public Works Final Inspection - Zoning PW - Right -of -Way Other PW - Final Inspection - Utilities Electronic Submittal of As -Built Plans to DCD Final Inspection - Building FIXTURE LIST Qty Description Qty Description i 5 C -Floor Sink and/or Indirect Waste Page 6 of 7 CITY OF BREMERTON PERMIT NUMBER: 13611 00673 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 9 C -Sink (Lavatory, Kitchen, Mop, or Bar Sink) 2 C -Water Closet and/or Urinal I I I I.. Page 7 of 7 345 - 6th Street, Bremerton, WA 98337 � (360)473-5275 Fax (360)473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING CC SITE ADDRESS- 3933 KITSAP WAY APPLICANT NAME. KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME- KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 ADDRESS 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR- JOSEPH LAHFDANY GEN CONTR IP PHONE. (253) 584-5308 ADDRESS 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME: PHONE 0- ADDRESS SUBMITTED: 09/12/2011 APPROVED: 11/30/2011 EXPIRATION 03/10/2012 STATUS- APPROVED I 9 C -Sink (Lavatory, Kitchen, Mop, or Bar Sink) 2 C -Water Closet and/or Urinal I I I I.. Page 7 of 7 BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER Building ❑ Plumbing 11 3933 KITSAP WAY STARBUCKS COFFEE - MECHANICAL Mechanical Alarm/Sprinkler This Placard must be posted on or near building and the Permit & "Approved" plans must be at the site. Permit # BB 12 00082 Call the following Aciencv Telephone Numbers for inspections: Building Department Inspections Call: (360) 473-5870 WATER - Public Works - Water: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 HEALTH - Kitsap Co. Health District: (360) 337-5285 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 415-4000 Inspection Mechanical Rough -In L&I - Electrical Cover Inspection Before Framing (State of Washington)__ _ L&I - Electrical Final Inspection FIRE - Final Inspection WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) Final Inspection - Building POST ON SITE - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Approved Date Occupancy approval for SFR only - Commercial W Notes I FINAL BUILDING (360) 473-5870 All of'the above must be approved Occupancy approval for SFR only - Commercial structures require a separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENTAPPROVAL PROTECT THIS CARD FROM THE WEATHER Print Parcel Search Map 11 Kitsap County Parcel Search Page I of I [Click here to Print] http://kewppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP9CMD=INIT&PID=2499580 3/20/2012 Legend Parcels Road Names wLU 3783-008-029-0007 .Copyright@ 2011 Kitsap County This map is intended for display purposes only and is not intended DISCLAIMER- for any legal representations. [Click here to Print] http://kewppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP9CMD=INIT&PID=2499580 3/20/2012 FSSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: SUBMITTED: VALUATION: Building Permit Plan Review Fee State Surcharge TOTAL FEES: CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 3783-008-029-0007 KITSAP RETAIL PARTNERS LLC KITSAP RETAIL PARTNERS LLC EVERGREEN REFRIGERATION INC 03/01/2012 ZONING: CC PHONE: (425) 453-1909 PHONE: (425) 453-1909 PHONE: (206) 763-1744 PHONE: 0 - APPROVED: PERMIT NUMBER: BB12 00082 DATE ISSUED: 04/12/2012 SITE ADDRESS: 3933 KITSAP WAY ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS: 727 S KENYON, SEATTLE, WA 98108 $18,410.00 N-1 Commercial Building PermW $256.00 2211 STARBUCKS COFFE - $166.40 164580 Building Code Edition: $450 0236 Occupancy Group: $42690 Type of Construction: DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a Flood Zone: Setbacks: Sanitation Method: Building code or of any other ordinance of the City of Bremerton. Permits presuming to give Number of Bedrooms: 10/09/2012 STATUS: ISSUED HANICAL IBC 2009 A-2 Type V, Unprotected Type X Flood Zone (Front) (Side) (Rear) (Other) Public Sewer System Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415.4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967 All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are regwr9d to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide SIGNATURE OF OWNER OR AGENT: PRINTED NAME: y t e nditions of this permit including all conditions of zoning, building c es, and State and Federal laws. (� 4�VDA E: CONDITIONS City of Bremerton's approval f this application pe ains only to the City' regulatory jurisdiction, and thus compliance with City regulations does not necessa ' ensure compliance with federal or a laws. 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a A(� permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors In the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the l Washington State Building code or of any other ordinances of the City of Bremerton. h (�� 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit (\ inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. Page 1 of 3 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB12 00082 DATE ISSUED: 04/12/2012 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: EVERGREEN REFRIGERATION INC PHONE: (206) 763-1744 ADDRESS: 727 S KENYON, SEATTLE, WA 98108 LENDER NAME: residences).For more information, please contact Clean Air Agency through their web site at PHONE: 0- ADDRESS: SUBMITTED: 03/01/2012 APPROVED: 03/20/2012 EXPIRATION: 10/09/2012 STATUS: ISSUED 10. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final Inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has 10. (DCD-01) passed with no activity. ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean Air J Agency and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos -containing materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single family residences).For more information, please contact Clean Air Agency through their web site at www.pscleanair.org or by phone at 800-552-3565 or 206-343-8800. The L&I web site can be found at www.Ini.wa.gov/TradesLicensing/LicensingReq/Asbestos/default.asp. LEAD-BASED PAINT: A contractor or person receiving compensation who is performing renovation, repairs or painting on a residential building or a child -occupied facility built before 1978, must be trained and certified by an accredited training provider, and registered as a Renovator by the Washington State Department of Commerce- Lead -Based Paint Program. For further information please contact: The Department of Commerce website at: www.commerce.wa.gov/lead, or call: (360) 586 -LEAD (5323). 11. (DCD-060) Property lines shall be properly marked. Setbacks are measured to the fnished wall of the structure. 12. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on siteYi and be available for inspection. Any changes to plans shall be approved before construction is performed. Architect or engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. �t 13. (DCD-18) DCD: Main exit only may have a key -locking deadbolt. Other exit doors to be easily (J/ openable with no special effort or knowledge. Main exit door must be provided with a readily visible durable sign adjacent to the doorway stating "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". The sign shall be in letters not less than 1 inch high on a 14 contrasting background. Shear Wall Inspection: Due to the complexity of the shear wall nailing and hold- Ilk (DCD-38) patterns down requirements contained within the engineered lateral design, a separate shear wall inspection is required for this project. This inspection should be requested and performed prior to the installation of exterior wall coverings, prior to the framing inspection, such that all shear -wall nailing patterns may be observed, and the installation of all required hold-down devices and required straps, etc. are in place in accordance with the engineer's lateral design. 20. (FIRE -01) Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards j Bremerton Municipal Utilities i Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. I To contact the Bremerton Fire Marshal's office; Mike Six at Michael.Six@ci.bremerton.wa.us or (360) 473-5386 i All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed Page 2 of 3 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB12 00082 DATE ISSUED: 04/12/2012 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: EVERGREEN REFRIGERATION INC PHONE: (206) 763-1744 ADDRESS: 727 S KENYON, SEATTLE, WA 98108 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 03/01/2012 APPROVED: 03/20/2012 EXPIRATION: 10/09/2012 STATUS: ISSUED changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. All projects require a visible address during and after construction. All projects are required to have fire extinguishers unless exempt by the installation of a fire sprinkler system with quick response heads. FINAL FIRE INSPECTION WILL NOT BE SIGNED OFF WITHOUT A VALID AND USABLE ADDRESS. f -I 21. (OTHER) Development must comply with BMC Title 20 and the Site Plan Reivew approval (BP08 L5 00011). 22. (LU9) All driveways and areas used for loading, parking, and maneuvering motorized vehicles shall have a paved surface. 26. (CROSS -01) Install an approved reduced pressure backflow assembly on the domestic water supply u�(k where the supply enters the building. A cross -connection (source of potential contamination to domestic water supply) inspection is required prior to final inspection. Contact Earl Varner at (360)473-5927 to request an inspection. MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Mechanical Rough -In L&I - Electrical Cover Inspection Before Framing (State of Washington) L&I - Electrical Final Inspection FIRE - Final Inspection WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) Final Inspection - Building FIXTURE LIST Qty Description Qty Description 2 C -Air -Handling Unit > 10,000 CFM 1 C -Bath Fan and/or Exhaust Fan Page 3 of 3 J 66 /a o06gz Il,_ °_JI PERMIT CENTER Dept. of Community Development*345 - 6`h Street, Suite 600*Bremerton*WA*98337-1873 L� Mechanical ❑ Plumbing Type of Fuel: ❑ Electric ❑ has ❑ Oil ❑ Propane Occupancy: ❑ Residential EgfCommercial Site Address:�:�k3�p CONTRACTOR:.Fv NO. TYPE OF FIXTURE OWNER: WfS (4,47A Pj-, er5 Address: 727 S • 2 AIR HANDLING UNIT <I0,000 CFM Address: 1? o_ Bo,- ILD � City, State, Zip: Sewtft,, vA -1$108 City, State, Zip: Wi W License #: Pvj�,r Crib' LH 5'4 1Z z Phone # ( ) Contact Phone #: (206 ) -763 -1-714 q e,,+.. N-1 I Tax ID/Parcel #: '3-19'30 0 801 ZW O NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT >IO,000CFM ATMOSPHERIC VACUUM BRKR 1-5 2 AIR HANDLING UNIT <I0,000 CFM ATMOSPHERIC VACUUM BRKR >5 BATH FAN AND/OR EXHAUST FAN BACKFLOW DEVICE <=2" CLASS I HOOD & DUCT SYSTEM BACKFLOW DEVICE > 2" CLASS 2 HOOD & DUCT SYSTEM BUILDING SEWER CLOTHES DRYER W/ EXHAUST CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS DISHWASHER COMPRESSORS DRAIN PIPE/VENT PIPE ALTERATION COOK STOVE W/ EXHAUST DRINKING FOUNTAIN .DUCT CHANGE W/O NEW FURNACE FLOOR DRAIN ELECTRIC FURNACE/HEAT PUMP a o l I EVAPORATIVE COOLER FIREPLACE -GAS OR GAS LOG INSERT FIREPLACE -WOOD, OR WOODSTOVE �� e GAS WATER HEATER & VENT ,� fne 1, [a f J. GAS PIPING MISCELLANEOUS MECHANICAL NATURAL GAS FURNACE/DUCTING v 5 'E O PROPANE FURNACEJDUCTING PROPANE TANK (<2000 GALLONS) UNIT HEATER OTHER: P t g Y OTHER: MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: A Applicant's Signature ED on 3.:n1 ? 2 Department of Date Community Development BUILDING PERMIT 3933 KITSAP WAY INSPECTION STARBUCKS COFFEE -SHELL ONLY CARD (frok� ivk o Building Plumbing Mechanical ❑ Alarm/Sprinkler This Placard must be posted on or near building and the Permit & "Approved" plans must be at the sit, Permit # BBI 1 00673 Call the following Aaencv Telephone Numbers for inspections: Building Department Inspections Call: (360) 473-5870 WATER - Public Works - Water: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 HEALTH - Kitsap Co. Health District: (360) 337-5285 Fire - Fire Department: (360) 473-5394 L&I - Dept. of Labor and Industry: (360) 415-4000 - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not readyor corrections are not completed - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection Approved Date Geotechnical inspection for grading and fill Geotechnical Report for Structural Fill and Compaction, Soil Bearing Special inspection by 3rd Party- Reinforcement Special Inspection by 3rd Party -Concrete Strength Foundation Footings, Property lines shall be properly identified _ Foundation Walls / Hold downs _ Geotechnical Engineer Final Letter, Send reportto Bldg Dept Concrete Masonry Unit/Grout/Resteel Special Inspection by3rd Party- High -Strength Grout Special Inspection by 3rd Party- Structural Steel Special Inspection by3_rd Party -Welding Insulation - Slab Special Inspection by 3rd Party - Chemical/Mechanical Fasteners Special Inspection by3rd Party- Seismic Force Resisting System Concrete Slab, Reinforced Special Inspection by 3rd Party= Slab Reinforcement Plumbing Groundwork Shear Wall Panels/Braced Wall Panels L&I - Electrical Cover Inspection Before Framing (State of Washington) Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) Insulation - Wall i -------- Notes FINAL BUILDING (360) 473-5870 All of the above must be approved. Occupancy approval for SFR onlv - Commercial structures• require a separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENTAPPROVAL PROTECT THIS CARD FROM THE WEATHER Sheetrock Nailing Paved Driveway& parking areas Insulation - Ceiling L&I - Electrical Final Inspection Energy Code - Lighting Budget PW - Sewer Lateral FIRE - Final Inspection WATER -Potable Water Backflow Prevention (domestic, fir sprinklers, irrigation) PW - Driveway approach final PW - Final Inspection - Public Works Final Inspection -Zoning PW - Right -of -Way Other _PW- Final Inspection - Utilities Electronic Submittal of As -Built Plans to DCD Final Inspection - Building FINAL BUILDING (360) 473-5870 All of the above must be approved. Occupancv approval, for SFR only - Commercial structures require a separate Certif tate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPAR'I'MEN'I'APPROVAL PROTECT THIS CARD FROM THE WEATHER CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: 131311 00673 DATE ISSUED: SUBMITTED: 09/12/2011 APPROVED: EXPIRATION: 03/10/201&_STATt� PENDING VALUATION: $205,000.00 Commercial Building Permit w/ Mechanical/Plumbing'r �* I Plan Review Fee $1,145.30 16-0580 STARBUCKS COFFEE -SHELL ONLY State Surcharge $4.50 0236 t, s Building Code Edition: IBC 2009 Plumbing Fixture Fee $17000 2213 Occupancy Group: C � Building Permit $1,762.00 2211 Type of Construction: FELE ❑ HEALTH' D TOTAL FEES: $3,081.80 Flood Zone: Type X FIkip Setbacks: (Front) ( d �ar) eFiRE ❑ SCC D_ Sanitation Method: VE ❑ TRAFFIC ❑ Number of Bedrooms: Square Footage: Bid Price from Applicant TOTAL �1 Inspection Requests FIRE: Fire Inspections (360) 473-5394 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at anytime after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the conditions of this permit including all conditions of zoning, building codes, and State and Federal laws SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: CONDITIONS i City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City i regulations does not necessarily ensure compliance with federal or state laws. I 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-01) ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos -containing materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single Page 1 of 4 lIF '.0` �f; 345 - 6th Street, Bremerton, WA 98337 sx�taf$i (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 i i OWNERNAME- KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS. 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR: JOSEPH LAHFDANY GEN CONTR It PHONE- (253) 584-5308 ADDRESS 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME: PHONE- 0- ADDRESS: SUBMITTED: 09/12/2011 APPROVED: EXPIRATION: 03/10/201&_STATt� PENDING VALUATION: $205,000.00 Commercial Building Permit w/ Mechanical/Plumbing'r �* I Plan Review Fee $1,145.30 16-0580 STARBUCKS COFFEE -SHELL ONLY State Surcharge $4.50 0236 t, s Building Code Edition: IBC 2009 Plumbing Fixture Fee $17000 2213 Occupancy Group: C � Building Permit $1,762.00 2211 Type of Construction: FELE ❑ HEALTH' D TOTAL FEES: $3,081.80 Flood Zone: Type X FIkip Setbacks: (Front) ( d �ar) eFiRE ❑ SCC D_ Sanitation Method: VE ❑ TRAFFIC ❑ Number of Bedrooms: Square Footage: Bid Price from Applicant TOTAL �1 Inspection Requests FIRE: Fire Inspections (360) 473-5394 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at anytime after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the conditions of this permit including all conditions of zoning, building codes, and State and Federal laws SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: CONDITIONS i City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City i regulations does not necessarily ensure compliance with federal or state laws. I 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-01) ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos -containing materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single Page 1 of 4 \ U 1 CITY OF BREMERTON PERMIT NUMBER: 131311 00673 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: SUBMITTED 09/12/2011 VALUATION: Plan Review Fee State Surcharge Plumbing Fixture Fee Building Permit TOTAL FEES: $205,000.00 $1,145.30 16-4580 $450 0236 $170.00 2213 $1,762 00 2211 $3,081 80 APPROVED: EXPIRATION - Commercial Building Permit w/ Mechanical/Plur STARBUCKS COFFEE - SHELL ONLY Building Code Edition Occupancy Group: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: IBC 2009 STATUS- PENDING FILE HEALTH' ❑ Type X FI-oQc1�r�G ❑ FIRE ❑ (Front) (oi (tear) CyherbCC ❑- *UE L❑J +TRAFFIC ❑ �e ilk K d1 Square Footage: Bid Price from Applicant TOTAL i Inspection Requests FIRE: Fire Inspections (360) 473-5394 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I' Department of Labor and Industries (360) 415-4000 PW&U- Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at anytime after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All budding and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy I have read, and agree to abide by the conditions of this permit including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-01) ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos -containing materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single Page 1 of 4 345 - 6th Street, Bremerton, WA 98337 • (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER- 3783-008-029-0007 ZONING: CC SITE ADDRESS: 3933 KITSAP WAY APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 CONTRACTOR JOSEPH LAHFDANY GEN CONTR It PHONE: (253) 584-5308 ADDRESS: 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 LENDER NAME. PHONE: 0- ADDRESS SUBMITTED 09/12/2011 VALUATION: Plan Review Fee State Surcharge Plumbing Fixture Fee Building Permit TOTAL FEES: $205,000.00 $1,145.30 16-4580 $450 0236 $170.00 2213 $1,762 00 2211 $3,081 80 APPROVED: EXPIRATION - Commercial Building Permit w/ Mechanical/Plur STARBUCKS COFFEE - SHELL ONLY Building Code Edition Occupancy Group: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: IBC 2009 STATUS- PENDING FILE HEALTH' ❑ Type X FI-oQc1�r�G ❑ FIRE ❑ (Front) (oi (tear) CyherbCC ❑- *UE L❑J +TRAFFIC ❑ �e ilk K d1 Square Footage: Bid Price from Applicant TOTAL i Inspection Requests FIRE: Fire Inspections (360) 473-5394 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I' Department of Labor and Industries (360) 415-4000 PW&U- Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at anytime after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All budding and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy I have read, and agree to abide by the conditions of this permit including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10. (DCD-01) ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos -containing materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single Page 1 of 4 November 18, 2011 City of Bremerton Department of Community Development 345 6`h Street, Suite 600 Bremerton, WA 98337 RECEIVED City of $remertoa NOV 21 2011 Department of Community Development 131311 00673 Starbucks Coffee Shell, and BB 11 00677 Starbucks Coffee TI 3933 Kitsap Way We have reviewed the plan review permit response letter from you dated October 17, 2011 (see attached letter). We have addressed the various comments and the following numerical items are based on your letter. We have adjusted the revised total building area as defined in IBC section 202. See clouded area with delta 1 on Sheet A-0.1 Attached are three copies of Geotechnical Report as requested. See revised Site Plan, Sheet A-1.1, L-100 and C-101. We have indicated on Sheet A-0.1, "Deferred Submittal" that retaining wall shall be submitted to city as separated permit. See clouded and delta 1. Attached are two copies of energy report. See attached plumbing application for fixture count. In addition, we have revised front doors at Parking side and Patio doors, from (2) Y- 0" to (1) Y-0". Please see Sheet A-2.2 clouded area with delta 1. Partners Architectural Design Group, Inc. (4 sets) A-0.1, A-1.1, A-2.2, A-5.1, A-5.3, A-6.1, A-6.2, A-6.5, L-100, C-101, C-102, C-201, C-301 and C-401. 16398 NE 85`h Street, Suite 101 Redmond, WA 98052 425-636-8006 Partners 2150 North 107` TF St. _ - S u i t e 5 0 1 Seattle, WA 98133 Phone: (206) 361-1358 Fax: (206) 361-1467 Architectural Design Group, Inc. -` Transmittal To: City of Bremerton Dept. of Community Development 345 6th Street, Suite 600 Bremerton, WA 98337 Job #: 11-019 Subject: Starbucks Bremerton Via: Fed express WE ARE SENDING YOU THE FOLLOWING ITEMS: 0 Shop Drawings 0 Prints 0 Plans 0 Copy of Letter 0 Change Order 0 Samples Date: November 18, 2011 �BI I o0(,-73 skLq 0 Specifications 0 Computer Disks Hi Jeannie, Per our phone conversation, attached please find the following, as listed above. Thank you. Eric Koch Principal cc: REINED 'CltyofBremertoil NOV Z 2011 Depaftent of n'n'UWtY Developnyent Copies 1 Date No Descriptioll Response Letter to Plan review comments, plan review letter 2 Energy Calculations: envelop, mechanical, lighting and fixture application 4 A-0.1, A-1.1, A-2.2, A-5.1, A-5.3, A-6.1, A-6.2, A-6.5, L- 100, C-101, C-102, C-201, C-301 and C-401. 3 Geotechnical report Hi Jeannie, Per our phone conversation, attached please find the following, as listed above. Thank you. Eric Koch Principal cc: REINED 'CltyofBremertoil NOV Z 2011 Depaftent of n'n'UWtY Developnyent "ON, Department of Community Development Jeannie Vaughn Building Development Specialist iii jeennia.vaughn@cl.bromerton.wa.us October 17, 2011 Eric Koch 16398 NE 85"' St. Redmond, WA 98052 Freilheit & Ho Associates 5209 108"' Ave NE, Suite 530 Bellevue, WA 98004 RECEIVED city of Bremerton NOV 2 Y 2011 Department of Community Development Subject: BB11 00673 Starbucks Coffee Shell, and BB11 00677 Starbucks Coffee T.I. 3933 Kitsap Way Dear Applicants, Your plans for the building permit referenced above is in the process of being reviewed. Unfortunately, the review cannot be completed until we receive all the information relevant to the project as proposed. This letter reflects only those items that are necessary to continue the Building Division's review, and does not contain the findings of the review, or note the corrections that may be necessary once the review is completed, nor does it address any needs of any other city division or department. Please review the following comments, and then follow the re -submittal directions that follow. The code references in the following comments refer to the 2009 editions of the lntemational Building Code (IBC) or the 2009 Washington State Energy Code (WSEC), unless otherwise noted. PLAN REVIEW REQUIREMENT COMMENTS: 1) The total building area is determined by both the floor area within surrounding exterior walls and by the floor area beneath the horizontal projection of the roof if areas of the building are not provided with exterior walls. Please. provide the total building area of the building per the definition of building area. (IBC Section 202) 2) Please provide three copies of the geotechnical report for the site. y 3) An accessible parking spot is required to be located on the shortest possible route to the entrance of the business. Please provide an accessible parking spot in the parking lot adjacent to the project. RACommunity Development\Community DevelopmentOuildinglPlan Review Letters161311 00673 Starbucks Coffee Shell 3933 Kitsap Waystf L • Page 2 BBI 1 00673 &BB11 00677 Starbucks Coffee 4) Please be advised that separate permits are required for any retaining walls exceeding 4 feet in height as measured from the bottom of the footing to the top of.the wall, or for any wall supporting a surcharge. 5) Please provide two complete set of energy forms to show compliance with the 2009 Washington State Energy Code. 6) Please provide the total number of fixtures that will be connected to the building plumbing, including ice makers, coffee makers, etc., on one plumbing/mechanical form. Please make the required corrections and/or clarifications and. submit four sets of the revised sheets plus an electronic version in portable document format (pdf).. Please be sure to reference the building permit numbers noted above to identify the file to which all re- submitted documents belong. If you have any questions or comments regarding this review, please contact me by email at jeannie.vaughn@ci.bremerton.wa.us or by telephone at (360) 473-5212. Sincerely, Je nnie Vaughn Building Development Specialist III /1D14",t5( S kU__0 RECEIVED City of Bremerton 4,1� // o 0 6 7_3 NOV 2 1 2011 PERMIT CENTER Department of Community Development Dept. of Community Development*345 — 6`h Street, Suite 600*Bremerton*WA*98337-1873 ❑ Mechanical El Plumbing Type of Fuel: ❑ Electric 0 Gas ❑ Oil ❑ Propane Occupancy: ❑ Residential El Commercial Site Address: 3933 Kitsap Way CONTRACTOR: J Lahfdany General Contractors OWNER: Kitsap Retail Partners LLC Address: 8018 Steilacoom Blvd. SW Address: 600 108th Ave NE Suite 530 City, State, Zip: Lakewood, WA 98498 City, State, Zip: Bellevue, WA 98004 License #: JOSEPLG 066 QG Phone # 425 453-1909 Contact Phone #: 253 584-5308 Tax ID/Parcel #: 3783-008-029-0007 NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT >IO,000CFM I ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT <I0,000 CFM ATMOSPHERIC VACUUM BRKR >5 BATH FAN AND/OR EXHAUST FAN 2 BACKFLOW DEVICE <=2" CLASS I HOOD & DUCT SYSTEM BACKFLOW DEVICE > 2" CLASS 2 HOOD & DUCT SYSTEM BUILDING SEWER CLOTHES DRYER W/ EXHAUST CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS 1 DISHWASHER COMPRESSORS DRAIN PIPENENT PIPE ALTERATION EXHAUST COOK STOVE W/ EX DRINKING FOUNTAIN DUCT CHANGE W/O NEW FURNACE FLOOR DRAIN ELECTRIC FURNACEMEAT PUMP 5 FLOOR SINK/INDIRECT WASTE EVAPORATIVE COOLER t GREASE INTERCEPTOR FIREPLACE -GAS OR GAS LOG INSERT 2 HOSE BIBBS FIREPLACE -WOOD, OR WOODSTOVE INDUSTRIAL SAND/OIL INTERCEPTOR GAS WATER HEATER & VENT LAWN SPRINKLER W/ BACKFLOW DEV. GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/ BACKFLOW DEVICE NATURAL GAS FURNACE/DUCTING 9 SINK LAV, KITCHEN, MOP OR BAR PROPANE FURNACE/DUCTING SUMP PUMP PROPANE TANK <2000 GALLONS TUB AND/OR SHOWER UNIT UNIT HEATER 2 WATER CLOSET AND/OR URINAL OTHER: OTHER: OTHER: OTHER: MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: Applicant's Signature Date l�il1 /1l - .Shy I [ on t CITY OF BREMERTON PERMIT NUMBER: 6611 00673 DEPARTMENT OF COMMUNITY DEVELOYMEN , N< z� DATE ISSUED: 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3783-008-029-0007 ZONING: CC APPLICANT NAME: KITSAP RETAIL PARTNERS LLC PHONE: (425) 453-1909 OWNER NAME: KITSAP RETAIL PARTNERS LLC PHONE- (425) 453-1909 CONTRACTOR: JOSEPH LAHFDANY GEN CONTR IP PHONE. (253) 584-5308 LENDER NAME- Building Code Edition: PHONE: SITE ADDRESS: 3933 KITSAP WAY ADDRESS. 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS: 600 108TH AVE NE STE 350, BELLEVUE, WA 98004 ADDRESS, 8018 STEILACOOM BLVD SW, LAKEWOOD, WA 98498 ADDRESS: SUBMITTED 09/12/2011 APPROVED- EXPIRATION: 03/10/2012 STATUS: PENDING VALUATION: $205,000.00 Commercial Building Permit w/ Mechanical/Plumbing Building Permit $1,762.00 2211 STARBUCKS COFFEE - SHELL ONLY Plan Review Fee $1,14530 16-4580 Building Code Edition: State Surcharge $4.50 0236 Occupancy Group: FILE C3HEALTH /� ❑ TOTAL FEES: $2,911.80 Type of Construction: "G '❑ FIRE ❑ Flood Zone: t W ❑ CCC Setbacks: UE ❑ TRAFFIC jrt�� Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5394 DCD: Building Inspections (360) 473-5870 HEALTH- Kitsap County Health District (360) 337-5285 1 L&I: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy 1 have read, and agree to abide by the conditions of this permit including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 10. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a I permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. jZECEly Hoyt 10. (DCD-01) ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean AiPt`1 of'Biem Agency and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos -containing SEp 2 0 2011 materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single _ cntof CommunityDov pment— I� F_ !� ERMIT CENTER COMMERCIAL Building Permit Application 6e fnw 7-3 Dcvartmcnt. of Community Dcvcloomcnt ' 345 - 6th Strcet, Suite 600 ' Brcmcrtom WA 98337-1873 (360) 473-5275 * Fax (360) 473-5278 ' www.ci.hrcmctton.wa.us Applicant Owner Contractor Authorized Agent ✓ Business Name: Starbucks Site Address: 3933 Kitsap Way. Bremerton, WA To apply for a property address, contact Public Works at (360) 473-5270 CONTRACTOR: Lahfdany J. General Contractor OWNER: Kitsap Retail Partners LLC Address: 8404 83rd Ave. SW Suite H Address: 600 100th Ave. NE City, State, Zip: Lakewood, WA 98498 City, State, Zip: Bellevue, WA 98004 License # & Exp. Date: JOSEPLG 066QG Phone #: 425 453-1909 Contact Name: David Beach Authorized Agent Name: Eric Koch Contact Phone #: 253 584-5308 Address: 16398 NE 85th St. Email address: davidb@lafcon.com p - Ci , State, Zip: Redmond, WA 98052 Tax ID/Parcel #: - ®© � - &o0b Phone #: ( 425 )636-8006 aSewer ❑ Septic Email address: eric@padgi.com What is the application for? Please check) F,11 New Construction AlterationAddition ❑✓ NEW COMMERCIAL ❑ TENANT IMPROVEMENT WITH WORK ❑ COMMERCIAL REMODEL ❑ TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION ❑ NEW SIGN ❑ COMMERCIAL REPAIR ❑ GRADING (Cubic Yards: ) ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION ❑ Interior[::]Exterior**[::] Foundation Wall" ❑ Roof / Section— ** Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. ❑OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? ❑ YES p NO Scope of work proposed: Construct approx. 1906 SF of building shell. HVAC units, plumbing stubs outs and main electrical lines provided. All connections will be by TI Contractor. Square Footage: Building: 1906 SF Construction Type: =B RECEIVED City of Bremerton SEP 12 2011 Department of Community Development Valuation Plan Review Fee Permit Fee Surcharge Total Fees $205,000. 0_F 0 Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. Applicant's Signature Date Rev. July 2008 Kl" Bremerton Fire Department Fire Marshal's Office Construction Assistance Bulletin Operations checklist Project Address: 5F[ 3 3 Primary Contact: c eels Doc 7-3 I: gg c' @ +D6i co ti Below is a checklist of activities which this occupancy will be performing during day to day operations, not during construction. Please check all that apply. Also, please provide a copy (in both PDF and DWF/DWG format) of ALL. drawings and specifications forhiisprosect. Please check all that annly* dA Place a check next to any item that will be added/removed or otherwise modified DURING R1 CONSTRUCTION ONLY... city Electrical Aviation Fire Alarm Battery B ck Hood System Card swipe system HVAC Compressed Gases Building Access Site changes Windows u Elevator Doors Building 'Id' security ALL NEW CONSTRU0110iP Cooking Corrosives Cryogenics Emergency Generator Fireworks Flammable Flammable/Combustible Forklifts Material Liquids Gates Hot -work Large Ovens LPG Lumber/wood Motor vehicle Painting/powder coating Racks (12' or more In products repair height) Refrigeration Storage W Tire Storage Dust products will be System high produced Place a check next to any item that will be added/removed or otherwise modified DURING R1 CONSTRUCTION ONLY... city Electrical Plumbing Fire Alarm Fire Sprinkler Hood System Walls HVAC Storm/Septic Building Access Site changes Windows Stairs Elevator Doors Building 'Id' security ALL NEW CONSTRU0110iP )1220 ent of Items not"unit), Develop, mentioned: ,1 h City of Bremerton Department of Community Development 345-6 1h Street, Suite 600 Bremerton, WA 98337-1873 • Phone: (360) 473-5275 Fax: 360 473-5278 NON-RESIDENTIAL BUILDING PERMIT CHECKLIST Applicant %Ji —KC.4�- Building Permit #: D �� Date: All laps to be fully dimensioned or drawn to sca . Cover Sheet (w/occupancy & type of const.) ite Plan Scope of Work [�] Zoning District Indicated [� Completed Application Contractor Verification W loor Area Breakdown ❑ Landscape Plan V loor Plan Parking Plan ,EVraming Plan (cross-section) E]SEPA Checklist PZA levations ❑ Commercial Site Plan Review P�Foundation Plan [� Vicinity Map RECEIVED City of Bremertm SEP 12 2011 Deputmont of Barrier Free Compliance ❑ Special Land Use Conditions CommuaityDevelopmont [Architectural/Engineered Drawings Or Permits 9 /0 Street & Utility Permits Required9 ❑ Sign Plans Sy TC /� Mechanical Plan S T 1e0 a<<`�" E] Fire Department Information: Plumbing Plan ap I Co e-+ ❑ Alarm System ' ! Z t e&. F-1RiserDiagra l ❑ Sprinkler System PVI NREC Stamp/Compliance ❑ Lighting'BI r( 1�9W VA - ❑ Mechanical 7'I Ca1tVk4&40P. VEnvelope ELKErosion Control Plan Comments: Rev. 8/2010 2(storm Drainage Plan ❑ ealth Department Approval D of Drawings f on—Y .'-i,ts0-- 0 r C IIT OF BREMERTON n-fE CITY OF PkIDE.4M OPPORTUNITY May 11, 2009 W,l-1 Pacific Attn: Toni While CONDITIONAL WATER AND SEINER AVAILABILITY TAX LOT #137830008-012-0006 and 3783-008-029-0007 RECEIVED City of Bremerton SEP 12 2011 Department of Community Development In response to your application for utility services, the City of Bremerton is pleased to advise you that your project is situated within the City's Utility service area. "rhe Utility ]las facilities and adequate capacity and supply to provide sewer and water service to your proposed project. The requested services are conditionally available to this project as follows: Permitted Land Use Water Service is requested for Taylors Landinb a commercial retail development. Availability of utility services is subject to conformance to the City Comprehensive Land Plan and zoning ordinance. Please contact the Department of Community Development at 473-5275 for specific land use infonllation. The proposed project is located in the SW quarter of Section 15, Township 24 N., Range 1 E., Willamette Meridian; 'fax Assessor's Lot Nurrlbcr 3730005-012-0006 and 3783-008-029-0007 in Bremerton, Washington. Any change in this designated land use or property description will require a new application and render this notice of conditional utility availability null and void. Water service is available within the National Ave. right-of-way and consists of an 6 -inch ductile iron main located along the west side of the road. And is also available in the Kitsap Way riLght-of- way and consists of a 12 -inch cast iron main located along the south side of the road. Wastewater Service Wastewater sewer service is condilionally available in the National Ave. right-of-way and consists of an 8 -inch concrete main. 'Fills 1vastow"Iter systelll is located In the Oyster Bav Basile. Water and Sewer Hook-up Development of the proposed project and connection to the Utility System shall be completed in accordance with the Department of Utilities, Development and Construction Sttuidards, APWAIDO'1" Specifications, AWWA Standards, and Title 15 of the Bremerton Municipal Code. Payment of Assessments and Fees Payment of applicable assessments and connection fees will be required pursuant to Title 15 and the ibmiali ation of a Utility Service Ameement will be mquired prior to coytstruction. Utility services for the conditions stated herein shall be limited to 180 days from date of approval unless a Utility Service Agmeement with the City is executed prior to that time. Should you have .any questions,, please contact this office at 473-5265 for assistance. We look forward to working with you in providing these services for your project. Sincerely, Joseph L. Keller Engineerinb "Cechnician Iry r Partners 2150 North 107` St. S u i t e 5 0 1 Seattle, WA 98133 Phone: (206) 361-1358 Fax: (206) 361-1467 Architectural Design Group, Inc. Transmittal To: Marc Wilson Date: September 9, 2011 Kitsap Retail Partners, LLC 600 108th Ave NE Suite 530 Bellevue, WA 98004 c�cEIVED 425-453-1909, Ph. S tyOfBremenoi Job #: 08-019 ftp .2 Subject: Starbucks Bremerton Permit Set 2011 Via: Pick up r be Omni u WE ARE SENDING YOU THE FOLLOWING ITEMS. �f)ea °Pme At r 0 Shop Drawings 0 Prints 0 Plans 0 Specifications 0 Copy of Letter 0 Change Order 0 Samples 0 Computer Disks Copies Date No 1 Description CD of drawings 2 Full Architectural Permit Set — original signatures 4 Copies 2 Energy code envelope calcs 2 Structural Calculations 1 Permit checklist 1 Application — building permit Hi Marc, Here are the items for your permit submittal. Eric Koch Principal cc: 10-1 rrn72 i Ezi- lLiLVl �l��i CONSULTANTS, INC. Wilson Pacific Partners, LLC 600 —108th Avenue Northeast, Suite 530 Bellevue, Washington 98004 Attention: 'Marc Wilson 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 Subject: Transmittal Letter — Revised Geotechnical Engineering Study Proposed Retail Development 3929 Kitsap Way Bremerton, Washington Dear Mr. Wilson: February 18, 2008 JN 07150 RECEIVED City of Bremerton NOV 21 2011 Department of Community Development We are pleased to present this geotechnical engineering report for the property at 3929 Kitsap Way in Bremerton. The scope of our services consisted. of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for foundations and retaining walls. This work was authorized by your acceptance of our proposal, P-7328, dated April 5, 2007, and our Proposal for Additional Explorations dated May 5, 2007. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. Respectfully submitted, GEOTECH CONSULTANTS, INC. Gerry D. Bautista, Jr. Geotechnical Engineer GDB/MRM: jyb REVISED GEOTECHNICAL ENGINEERING STUDY Proposed Retail Development 3929 Kitsap Way Bremerton, Washington This report presents the findings and recommendations of our geotechnical engineering study for the property at 3929 Kitsap Way in Bremerton. Initially, we were provided with a preliminary site plan of the proposed development. W&H Pacific prepared this plan, which was dated June 11, 2007. We were subsequently provided with updated preliminary civil and landscape drawings for the proposed development. W&H Pacific also prepared these plans, which were revised on January 23, 2008. The plans that we reviewed included the landscape plan (Sheet L.1) and the civil plans (Cover, Sheets C1.0 through C7.1). All plans were provided to us in electronic format. Based on the plans provided to us and conversations with you, we understand that the existing building will be demolished. Once this is done, a new Walgreens drugstore will be constructed in the southern half of the subject property, and a new Starbucks Coffee shop will be constructed on the northwest corner of the subject property. Both buildings will be surrounded with new asphalt parking areas and, driveways. Access to the property will be by way of new entrances at the northeast, west -central, and southwest portions of -the subject property. The proposed Walgreens drugstore will have an approximate footprint of 105 feet by 138 feet and an approximate finish floor elevation of 240 feet. This will require cuts from 2 to 20 feet to peach the planned excavation bottom. The deeper cuts will be situated along the southern edge of the proposed building. The proposed Starbucks Coffee shop will have an approximate footprint of 50 feet by 40 feet and an approximate finish floor elevation of 237.5 feet. This will require fills of 8 to 10 feet to reach the planned pad elevation for the proposed coffee shop. A drive-thru lane will wrap around the new coffee shop. Extensive grading is anticipated to create the proposed driveways and parking areas around the buildings. Fills of up to 10 feet are anticipated on the northern half of the subject property, and cuts of up to 42 feet are anticipated to reach the planned grade on the southern half of the subject property. Retaining walls are proposed along the eastern and southern perimeters of the subject property, and at the northwest corner of the subject property. The proposed southern wall will run along the southern portion of the site, then turns northward near the southeast corner of the site. The southern wall will have an approximate bottom -of -wall elevation of 241 to 242 feet, except for the western end of the wall, which will have a proposed elevation of 245 to 248 feet. This wall will range in height from 6 to 46 feet. The proposed eastern wall will have an approximate bottom -of - wall elevation of 234 to 247 feet. This wall will range in height from 5 to 31 feet. Both the eastern wall and the eastern portion of the southern wall will be located within the property limits. The proposed northwestern wall will likely consist of a rockery and will range in height from 8 to 10 feet. The proposed Starbucks Coffee will then be set back approximately 5 feet from the top of this wall. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC February 18, 2008 SITE CONDITIONS SURFACE JN 07150 Page 2 The Vicinity Map, Plate 1, illustrates the general location of the site in Bremerton. The irregular- shaped subject property is comprised of two individual parcels. The first is situated at the southeast corner of Kitsap Way and National Avenue (address of 3929 Kitsap Way). This property occupies approximately 220 feet of frontage along the southern side of Kitsap Way and approximately 266 feet of frontage along the eastern side of National Avenue, and is approximately .85 acres in size. The second parcel lies south of the first parcel, has approximately 60 feet of frontage along the east side of National Avenue, and is approximately 1.14 acres in size. A used - car dealership previously occupied the subject property but has since been vacated. A small one- story building is located at the central portion of the site. This building has an approximate main floor elevation of 242 feet. The first floor of the building cantilevers to the north over the sloping ground and is supported on a concrete wall. Three level tiers of old asphalt parking are located on the property. These parking tiers were created by cutting and filling, and are separated by moderate to steep slopes, each approximately 6 to 8 feet in height. The currently undeveloped properties to the east of the subject property are heavily forested. These properties contain a steep slope approximately 50 to 60 feet in height that slopes from the east to the west and northwest. The top of this slope is located at Dora Avenue. These properties will not be included as part of the new development. An easement (6th Street) borders the subject property to the south. The western half of this easement contains a one-way (westbound) driveway serving the condominium complex to the south of the easement. The eastern half of the easement is unimproved. Based on conversations with property owners adjacent to the subject property, we understand that the construction of the existing driveway was a condition of Kitsap County in order for the then -proposed condominium complex to be constructed. A steep slope varying in height to approximately 50 to 60 feet separates the easement from the subject property. This slope generally travels from the south to the north and northwest. Also based on conversations with adjacent property owners, we understand that this slope has exhibited no significant signs of instability over at least the past 50 years. Based on our observations, it appears that at least the lower portion of the steep slopes has been modified by past grading for the existing pavement areas. This is evident from several areas where the slope has been oversteepened. SUBSURFACE The subsurface conditions were -explored by excavating twelve (12) test pits and drilling three borings at the approximate locations shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The test pits were excavated on April 20 and June 18, 2007 with a rubber -tired backhoe and trackhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plates 3 through 8. GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 3 The borings were drilled on July 16, 2007 using a track -mounted, hollow -stem auger drill. Samples were taken at 5 -foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2 -inch outside diameter, is driven into the soil with a 140 -pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical engineer from our staff observed the drilling process, logged the test borings,- and obtained representative samples of the soil encountered. The Test Boring Logs are attached as Plates 9 through 11. Soil Conditions The test pits and borings encountered similar subsurface conditions. Loose to medium - dense fill was encountered beneath the surface in the test pits excavated at the top of the existing slopes adjacent to the middle and upper parking tiers (Test Pits 2, 3, and 5). This fill ranged from approximately 6 to 12 feet below existing grade. A thin layer of loose fill (approximately 1 foot thick) was also encountered beneath the surface in the lower parking tier test pits (Test Pits 7 and 8). Our explorations generally encountered medium -dense, silty sand directly underlying the existing asphalt and/or a thin layer of topsoil. The native soils became dense to very dense with depth. These soils, generally consisting of silty sand, slightly silty- sand, and gravelly sand, have been glacially consolidated, and were exposed to the maximum explored depth of our explorations. The test pits were excavated to depths of 3.5 to 16 feet below existing grade and were explored until the native soils were very difficult to excavate using the trackhoe, or the trackhoe encountered refusal conditions. The borings were explored to depths of 35.5 to 46.5 feet below existing grade. Boring 2 (southeast corner of the subject property) could not be explored further due to the very dense, gravelly nature of the native soils. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Although our explorations did not encounter cobbles or boulders, they are often found in soils that have been deposited by glaciers or fast-moving water. Based on a review of the Soil Survey of Kitsap County Area, Washington prepared by the United States Department of Agriculture, the soils on the subject property are generally classified as Alderwood very gravelly sandy loam (6 to 15 percent slopes), Dystric Xerothents (45 to 70 percent slopes) and Urban land-Alderwood complex (0 to 8 percent slopes). Groundwater Conditions No groundwater seepage was observed in our explorations. The test pits and borings were left open for only a short time period. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We anticipate that groundwater could be found in - more permeable soil layers, and between the near -surface weathered soil and the underlying denser soil. This seepage is often localized and occurs during periods of extended wet weather. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. If a transition in soil type occurred between samples in the borings, the depth of the transition was interpreted. The relative densities and moisture GEOTECN CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 4 descriptions indicated on the test pit and boring logs are interpretive descriptions based on the conditions observed during excavation and drilling, respectively. The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. CONCLUSIONS AND RECOMMENDATIONS GENERAL THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test pits and borings conducted for this study encountered dense, silty sands and slightly silty sands within 4 to 15 feet of existing grade. These soils became very dense with depth. It is our opinion that conventional footings can be used for building support bearing on these dense to very dense soils, or on compacted structural fill placed over these soils. All existing fill should be removed from beneath buildings. With the possibility of seepage and the moisture sensitivity of the native soils, footing subgrades may need to be protected from disturbance by placing a mat of imported, granular fill. This prevents the subgrade soils from being softened under foot traffic during placement of foundation forms and reinforcing. All structural fill placed in, and around, potential building areas must be compacted to at least 95 percent of the maximum Modified Proctor (ASTM D-1557) dry density. We also generally recommend that the depth of structural fill beneath buildings be limited to 10 feet to limit the potential for excessive post -construction differential settlement. Any structures to be located in areas of deeper fill may require additional foundation engineering. However, it appears that the proposed Starbucks Coffee shop at the northwest corner of the development will be supported on structural fill of about 10 feet or less. Further recommendations regarding the placement and compaction of structural fill can be found in a subsequent section of this report. The native soils encountered in the test pits are typical for the vicinity, but some are fine-grained, making them moisture sensitive. These soils can be reused as structural fill only if they are 1) placed in dry weather, and 2) at, or near, the optimum moisture content. Reusability of the on-site, native sands and silty sands as structural fill will be weather- and time -dependent. These soils were generally at, or below, their optimum moisture content at the time of our explorations. Overly moist to wet soils will need to be dried by aeration during dry, summer days, or the addition of cement to kiln dust. Generally, this type of earthwork will require hot weather and grading over larger areas. In confined areas, such as utility trenches or behind retaining walls, the on-site soils will be difficult to impossible to reuse and obtain adequate compaction if they are wet. As a result of this, wet weather earthwork on sites such as this containing silty soils is typically more difficult and expensive than on sites that are underlain entirely by cleaner sands.. It will be very important that a qualified representative of a geotechnical engineering firm is present during the site stripping and the fill placement, and conducts frequent density tests as structural fill is being placed and compacted. Inadequate compaction of the structural fills can cause unacceptable settlement of foundations, slabs, utilities, and pavements that are supported on the fill soils. GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 5 Based on the latest site plans provided to us, it appears that rockeries are proposed for some of the shorter walls, such as the northeastern and northwestern portions of the site. Based on the soils found in our subsurface explorations, we recommend that cut rockeries be kept to a maximum of 10 feet tall. The face of the cut slope should consist of very dense, native soils. In addition, we recommend that geogrid-reinforced fill rockeries be kept to a maximum of 10 feet tall. The latest site plans show a proposed 10 -foot high rockery on the northwest corner of the site adjacent to the proposed Starbucks Coffee shop. The proposed building will be set back 5 feet from the top of the proposed rockery. The rockery itself will need to be geogrid-reinforced. Footings should not bear on compacted fill placed within the geogrid zone. At its current location, footings for the proposed building will need to be extended below grade such that a 2:1 or flatter inclination (Horizontal: Vertical) is maintained between the outside edge of the western footing and the inside face of the proposed rockery. Due to the minimum depth of geogrid required for a reinforced rockery of 10 feet, this would require that the building be shifted away from the rockery. If this is not desired, then either the building will need to be supported on pipe piles, or the rockery replaced with a concrete retaining wall, with a surcharge for the building incorporated into the design of this wall. We can provide design criteria and recommendation for geogrid-reinforced rockeries, pipe piles, or a surcharge for the proposed building, should any of these items become necessary and upon request. Cuts of up to 46 feet are indicated to reach the planned bottom -of -wall excavation for the proposed eastern and southern perimeter wall. This wall could be constructed as a soil -nail wall. The nail lengths are typically at least 70 percent of the wall's height. The potential of perched groundwater seepage, the potential for spalling of the dense soils, and the non -cohesive nature of some of the dense soils may likely require that the shoring contractor use additional methods to maintain stability of the temporary cuts. We recommend that you discuss with the shoring contractor the potential difficulties and possible extra costs that may result from anticipated, and unanticipated, soil and groundwater issues. We have included general design criteria and recommendations regarding soil nails in a subsequent section of this report. Section 20.14.620 of the Bremerton Municipal Code (the Code) designates the steep slopes along the eastern and southern .portions of the subject property as Geologically Hazardous Areas. Section 20.14.630(a) of the Code further states that a buffer of 50 feet from the top and toe of steep slopes is required, but can be reduced if supportable by a geotechnical report. A retaining wall/soil-nail wall will be necessary to make the excavation for the proposed development. This will require removing up to approximately 20 feet of the toe of the steep slope at the southeast corner of the subject property. We did not observe any indications of recent slope instability on the subject slopes. Thus, it is our professional opinion that no setback is required, beyond what is required to construct the proposed walls. Furthermore, it is our professional opinion that the construction of the proposed soil -nail wall will not adversely affect the stability of the existing steep slope. In fact, decreasing the height of the. slope will actually decrease the potential for slope instability. Because there is an ongoing potential for some shallow movement within the near - surface soils, we recommend that some form of mitigative measure, such as a catchment wall, be incorporated into the top of the soil nail wall. Based on the preliminary plans given to us, it appears that this wall should extend at least 3 feet above the top of the wall. We can provide more detailed recommendations regarding mitigative measures when the final plans are completed and upon request. GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 6 Storm detention/retention facilities and other utilities are often installed below, or near, structures. The walls of storm vaults must be designed as either cantilever or restrained retaining walls, as appropriate. Wall pressures for the expected soil conditions are presented in the Permanent Foundation .and Retaining Walls section of this report. It is important that the portion of the structure above the permanent detained water level be backfilled with free -draining soil, as recommended for retaining walls. Should drainage not be provided, the walls must be designed for hydrostatic forces acting on the outside of the structure. The backfill for all underground structures must be compacted in lifts according to the criteria in the pervious section of this report. Trenches for underground structures and utilities should not cross a line extending downwards from a new or existing footing at an inclination of 1:1 (Horizontal:Vertical), or a line extending downwards from a property line at an inclination of 1:1 (H:V). We should be consulted if these excavation zones will be exceeded for installation of storm facilities or other utilities. The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. Clearing in wet weather should be limited to areas that will be worked immediately. We anticipate that a silt fence will be needed around the downslope sides of any cleared areas. Rocked construction access roads should be extended into the site to reduce the amount of soil or mud carried off the property by trucks and equipment. Wherever possible, these roads should follow the alignment of planned pavements, and trucks should not be allowed to drive off of the rock -covered areas. Existing catch basins in, and immediately downslope of, the planned work areas should be protected with pre -manufactured silt socks. These inlet silt screens can clog, which has caused flooding. As a result, they must be cleaned and maintained until removed. Cut slopes and soil stockpiles should be covered with plastic during wet weather. Following rough grading, it may be necessary to mulch or hydroseed bare areas that will not be immediately covered with landscaping or an impervious surface. As with any project, additional erosion control measures may be needed depending on conditions encountered during construction. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS In accordance with Table 1613.5.2 of the 2006 International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by Soil Profile Type C (Very Dense Soil and Soft Rock). The Soil Profile is also C under the 2003 IBC. The site soils are not susceptible to seismic liquefaction because of their dense nature. GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC February 18, 2008 CONVENTIONAL FOUNDATIONS JN 07150 Page 7 The proposed structures can be supported on conventional continuous and spread footings bearing on undisturbed, dense to very dense, native soil, or on structural fill placed above this competent native soil. See the section entitled General Earthwork and Structural Fill for recommendations regarding the placement and compaction of structural fill beneath structures. Adequate compaction of structural fill should be verified with frequent density testing during fill placement. Prior to placing structural fill beneath foundations, the excavation should be observed by the geotechnical engineer to document that adequate bearing soils have been exposed. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively. Exterior footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. An allowable bearing pressure of 2,500 pounds per square foot (psf) is appropriate for footings supported on competent native soil, or on compacted structural fill as described above. An allowable bearing pressure of 5,000 psf could be used for deep footings, such as for detention vaults and retaining walls that bear directly on the dense to very dense soils. A one-third increase in these design bearing pressures may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post -construction settlement of footings founded on competent native soil, or on structural fill up to 5 feet in thickness, will be less than one inch. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: PARAMETER ULTBIATE Coefficient of Friction 0.50 Passive Earth Pressure 350 pcf Where: (i) pcf is pounds per cubic foot, and (ii) passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation -is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. PERMANENT FOUNDATION AND RETAINING WALLS Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC February 18, 2008 Where: (1) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. JN 07150 Page 8 The values given above are to be used to design permanent foundation and retaining walls only. It is not appropriate to back -calculate soil strength parameters from the earth pressures and soil unit weights presented in the table. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well -compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand -operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Retainin_a Wall Backfill and Waterproofing Backfill placed behind retaining or foundation walls should be coarse, free -draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the silty soils can be adequately compacted, a minimum 12 -inch width of free -draining sand and gravel should first be placed against the walls. For increased protection, drainage composites should be GEOTECH CONSULTANTS, INC. Active Earth Pressure * 35 pcf Passive Earth Pressure 350 pcf Coefficient of Friction 0.50 Soil Unit Weight 130 pcf Where: (1) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. JN 07150 Page 8 The values given above are to be used to design permanent foundation and retaining walls only. It is not appropriate to back -calculate soil strength parameters from the earth pressures and soil unit weights presented in the table. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well -compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand -operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Retainin_a Wall Backfill and Waterproofing Backfill placed behind retaining or foundation walls should be coarse, free -draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the silty soils can be adequately compacted, a minimum 12 -inch width of free -draining sand and gravel should first be placed against the walls. For increased protection, drainage composites should be GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC February 18, 2008 JN 07150 Page 9 placed along cut slope faces, and the walls should be backfilled entirely with free -draining soil. The later section entitled Drainage Considerations should also be reviewed for recommendations related to subsurface drainage behind foundation and retaining walls. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a. build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact a specialty consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. SLABS -ON -GRADE The building floors can be constructed as slabs -on -grade atop existing non-organic soils, or on structural fill. The subgrade soil must be in a firm, non -yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the new constructed space above it. All interior slabs -on -grade must be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of gravel or crushed rock that has a fines content (percent passing the No. 200 sieve) of less than 3 percent and a sand content (percent passing the No. 4 sieve) of no more than 10 percent. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture -sensitive equipment or products. ACI also notes that vapor retarders, such as 6 -mil plastic sheeting, are typically used. A vapor retarder is defined as a material with a permeance of less than 0.3 US perms per square foot (psf) per hour, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 10 although the manufacturers of the admixtures should be consulted. Where plastic sheeting is used under slabs, joints should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.00 perms per square foot per hour when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. In the recent past, ACI (Section 4.1.5) recommended that a minimum of 4 inches of well -graded compactable granular material, such as a 5/8 inch minus crushed rock pavement base, should be placed over the vapor retarder or barrier for protection of the retarder or barrier and as a "blotter" to aid in the curing of the concrete slab. Sand was not recommended by ACI for this purpose. However, the use of material over the vapor retarder is controversial as noted in current ACI literature because of the potential that the protection/blotter material can become wet between the time of its placement and the installation of the slab. If the material is wet prior to slab placement, which is always possible in the Puget Sound area, it could cause vapor transmission to occur up through the slab in the future, essentially destroying the purpose of the vapor barrier/retarder. Therefore, if there is a potential that the protection/blotter material will become wet before the slab is installed, ACI now recommends that no protection/blotter material be used. However, ACI then recommends that, because there is a potential for slab cure due to the loss of the blotter material, joint spacing in the slab be reduced, a low shrinkage concrete mixture be used, and 'other measures" (steel reinforcing, etc.) be used. ASTM E-1643-98 "Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs" generally agrees with the recent ACI literature. We recommend that the contractor, the project materials engineer, and the .owner discuss these issues and review recent ACI literature and ASTM E-1643 for installation guidelines and guidance on the use of the protection/blotter material. Our opinion is that with impervious surfaces that all means should be undertaken to reduce water vapor transmission. In areas of deeper structural fills isolation joints should be provided where the slabs intersect columns and walls. Control and expansion joints should also be used to control cracking from expansion and contraction. Saw cuts or preformed strip joints used to control shrinkage cracking should extend through the upper one-fourth of the slab. The spacing of control or expansion joints depends on the slab shape and the amount of steel placed in it. Reducing the water -to -cement ratio of the concrete and curing the concrete, by preventing the evaporation of free water until cement hydration. occurs, will also reduce shrinkage cracking. We recommend proof -rolling slab areas with a heavy truck or a large piece of construction equipment prior to slab construction. Any soft areas encountered during proof -rolling should be excavated and replaced with select, imported structural fill. EXCAVATIONS AND SLOPES Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the soil at the subject site would generally be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height should not be excavated at GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 11 an inclination steeper than 1:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. The above -recommended temporary slope inclination is based on the conditions exposed in our explorations, and on what has been successful at other sites with similar soil conditions. It is possible that variations in soil and groundwater conditions will require modifications to the inclination at which temporary slopes can stand.' Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. It is also important that surface water be directed away from temporary slope cuts. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose soil can cave suddenly and without warning. Excavation, foundation, and utility contractors should be made especially aware of this potential danger. These recommendations may need to be modified if the area near the potential cuts has been disturbed in the past by utility installation, or if settlement -sensitive utilities are located nearby. All permanent cuts into native soil should be inclined no steeper than 2.5:1 (H:V). Fill slopes should also not be constructed with an inclination greater than 2.5:1 (H:V). To reduce the potential for shallow sloughing, fill must be compacted to the face of these slopes. This can be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Adequate compaction of the slope face is important for long-term stability and is necessary to prevent excessive settlement of patios, slabs, foundations, or other improvements that may be placed near the edge of the slope. Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. All permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. Topsoil is often placed on regraded slopes to promote growth of vegetation. Proper preparation of the regraded surface, and use of appropriate topsoil is necessary to prevent the topsoil from sliding off the slope. This is most likely to occur following extended wet weather if a silty topsoil is used. On steeper slopes, it may be necessary to "track walk" the slope or cut small grooves across the slope prior to placing the topsoil. SOIL NAILING Soil nailing is a relatively new shoring system where closely spaced, tieback anchors (nails) are grouted into drilled holes in the cut face as the excavation proceeds, thereby reinforcing the cut face. More anchors are required for this system than for conventional systems, but steel soldier piles and timber lagging are eliminated. The anchored or nailed system essentially operates as a reinforced soil wall or a gravity wall, with the nails tying the soil mass together. We recommend that an allowable adhesion value of 2,000 pounds per square foot (psf) be used for the design of soil nails that are pressure -grouted, but are not post -grouted. This adhesion value should be substantiated by load -testing at least two anchors in each soil type to at least 200 percent of their design capacity, prior to installing production anchors. During shoring construction, at least 5 percent of the production anchors should be proof -tested to 130 percent of the design anchor capacity. GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 12 The process begins by making a 4- to 6 -foot vertical cut in the shoring area followed immediately by the placement of anchors. The cut face is then covered with a wire mesh, and shotcrete is placed over the mesh and soil face. Generally, no temporary, unsupported excavations for soil -nail walls should be -allowed to stand longer than 12 hours without the acceptance of the geotechnical engineer. Once the shotcrete has hardened, the excavation again proceeds and the nails are placed. A geotextile drainage composite must be placed over the face of the cut prior to shotcreting to prevent buildup of hydrostatic pressures behind the shotcrete facing. As the excavation progresses downward, the drainage composite strips are extended, until reaching the base of the excavation, where weep holes are placed through the shotcrete to be tied into an underslab footing drain. Because soil nails are passive elements (they are not pre -stressed as tiebacks are), soil -nail walls will typically deflect more than a soldier -pile wall. This involves more risk of causing damage to adjoining utilities, streets, and other on -grade elements. The shoring designer should provide an estimate of the lateral deflection that is anticipated for the soil nail wall. Caving of loose or granular soils, or in zones of seepage, can require that the shoring contractor modify their installation techniques. This can increase the cost and time necessary to install the nailed wall. We recommend that the shoring contractor be consulted regarding potential difficulties and modifications that can occur during the construction of a soil -nailed wall. The shoring designer will likely utilize one of several commercially available computer programs to design the nailed walls. We recommend that the following soil strength parameters be used in the nail wall design: Soil Type Moist Unit EffectiveTnternal Friction Weight (pef) JAnglel(degrees) Effective Cohesion (psi) Advance SandNery dense sandy sil Consideration of the loose condition of the near -surface soils and the presence of the slopes behind proposed walls must be considered in the design and construction of the system. Surcharges from adjacent existing structures and roads must be included in the design. EXCAVATION AND SHORING MONITORING As with any shoring system, there is a potential risk of greater -than -anticipated movement of the shoring and the ground outside of the excavation. This can translate into noticeable damage of surrounding on -grade elements, such as foundations and slabs. Therefore, we recommend making an extensive photographic and visual survey of the project vicinity, prior to demolition activities, installing shoring or commencing excavation. This documents the condition of buildings, pavements, and utilities in the immediate vicinity of the site in order to avoid, and protect the owner from, unsubstantiated damage claims by surrounding property owners. Additionally, the shoring walls, and any adjacent foundations, should be monitored during construction to detect soil movements. To monitor their performance, we recommend establishing a series of survey reference points to measure any horizontal deflections of the shoring system. Control points should be established at a distance well away from the walls and slopes, and deflections from the reference points should be measured throughout construction by survey GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 13 methods. Additionally, benchmarks installed on the surrounding buildings should be monitored for at least vertical movement. We suggest taking the readings at least once a week, until it is established that no deflections are occurring. The initial readings for this monitoring should be taken before starting any demolition or excavation on the site. DRAINAGE CONSIDERATIONS Foundation drains should be used where (1) a slab is below the outside grade, or (2) the outside grade does not slope downward from a building. Drains should also be placed at the base of all earth -retaining walls. These drains should be surrounded by at least 6 inches of 1 -inch -minus, washed rock and then wrapped in non -woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 13. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. No groundwater was observed during our field work. However, if seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to buildings should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. Additionally, a drainage Swale should be provided upslope of the buildings to intercept surface run-off and_ direct it into the storm drains. Water from roof, storm water, and foundation drains should not be discharged onto slopes; it should be tightlined to a suitable outfall located away from any slopes. PAVEMENT AREAS The pavement section may be supported on competent, native soil, or on structural fill compacted to a minimum 95 percent density based on Modified Proctor (ASTM Test Designation D-1557). Because 'the site soils are silty and moisture sensitive, we recommend that the pavement subgrade must be in a stable, non -yielding condition at the time of paving. Granular structural fill or geotextile fabric may be needed to stabilize soft, wet, or unstable areas. To evaluate pavement subgrade strength, we recommend that a proof roll be completed with a loaded dump truck immediately before paving. In most instances where unstable subgrade conditions are encountered, an additional 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evaluated by Geotech Consultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in the section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt -treated base (ATB). GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 14 We recommend providing heavily loaded areas with 3 inches of AC over 6 inches of CRIB or 4 inches of ATB. Heavily loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. Increased maintenance and more frequent repairs should be expected if thinner pavement sections are used. Water from planter areas and other sources should not be allowed to infiltrate into the pavement subgrade. The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. As with any pavements, some maintenance and repair of limited areas can be expected as the pavement ages. Cracks in the pavement should be sealed as soon as possible after they become evident, in order to reduce the potential for degradation of the subgrade from infiltration of surface water. For the same reason, it is also prudent to seal the surface of the pavement after it has been in use for several years. To provide for a design without the need for any maintenance or repair would be uneconomical. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. It is important that existing foundations be removed before site development. The stripped or removed materials should not be mixed. with any materials to be used as structural fill, but they could be used in non-structural areas, such as landscape beds. Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. Fills placed on sloping ground should be keyed into the dense to very dense, native soils. This is typically accomplished by placing and compacting the structural fill on level benches that are cut into the competent soils. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: Beneath footings, slabs 95% or walkways Filled slopes and behind 90% retaininq walls Where: Minimum Relative Compaction Is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557-91 (Modified Proctor). GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC JN 07150 February 18, 2008 Page 15 The General section should be reviewed for considerations related to the reuse of on-site soils. Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three -quarter -inch sieve. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits and borings are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits and borings. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Wilson Pacific Partners, LLC, and its representatives, for specific application to. this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. , This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation.and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on-site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. GEOTECH CONSULTANTS, INC. Wilson Pacific Partners, LLC February 18, 2008 The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 — 8 Test Pit Logs Plates 9 —11 Boring Logs Plate 12 Grain -Size Analyses Plate 13 Typical Footing Drain Detail JN 07150 Page 16 We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. GDB/MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. Gerry D. Bautista, Jr. Geotechnical Engineer MOO ANAL /(1/Z_0011 �f>4btP1�3E� i / 5 Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. --------------- t�� titi s, 1 `"mss fart'r:! .ate• '"�.1 '., 1 •"uI o.e.emivr "•1 ot :. �� ..� �" i •�" y..r; ^'rFfe S.'r.,�''1'• �• :`dim ••c i,.,r•-••. ter( ;;, ,e-,�'�',GI� v}j�'� ti' ,� p. • OYSTER BAY �� '.:"'+ ,: • ., � �'ap�`� �_��.y. o-.'1.. •<.' `.a"e;, ' ', ':�. ..,`.":.:�1%:i:n.� :-i,:5 �+';Ic��z•'4.�a ff'°ice ;w� '''IBP �f" ,�33 ; �.� 1'? ��:•• �••5wrq '''J �'�• • i2 •i - -fib i' ,�•� f ::LO �' `r' }� •. 1 ' ','•'' O:ro„y,F� r ._.1®S� + 'IL• lL:II O •a: i , :F Y.. • _ p ::^o� ' : S ITE KI ry•a :I '' iY. �lu 4® `F• � � i_'_' --"• �.V !. II. .. � °J�' "Y�li�.0 �'� Y• ?Y _ ,Y•�• .. . • r.�,�u� �2''' ti41 W P ' Is t (Sona e: Kltsap CountyAssessor, 2006) ' � 1 GEOTECH CONSULTANTS, INC. WIN= IVdA►P 3929 Kitsap Way Bremerton, Washington Job No, Date., Plate: 07150 1 August 2007 '� W z W J a z 0 a z K1TSpp WpY TP -7 TP -9 0 I j PROPOSED TP -8 BUILDINGS i TP -5 '_.._.._... D � . TP -6 TP -10 TP -3 -TP=2 D � 1 1 . 1 - � 1 TP -11 0 'TP -12 I B-2 TP -4 TP -1 Lid a � I--------�. � B-3 I GEOTECH CONSULTANTS, INC. Legend B-1 0 0 = Approximate Test Boring Location 0 = Approximate Test Pit Location —/-- = Proposed wall locations SITE EXPLORATION PLAN 3929 Kitsap Way Bremerton, Washington JobDate: Cale: Plate: 07150 Feb. 2008 Not to Scale 2 TEST PIT I Description Elevation -- 259' 2" asphalt over Brown/gray, gravelly, silty SAND, fine- to medium -grained, moist, medium -dense becomes dense Gray, slightly silty SAND, flne- to medium -grained, moist, dense * Test Pit was terminated at 10 feet on April 20, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. TEST PIT 2 Description Elevation - 254' silty SAND, asphalt chunks and construction debris, fine- to , moist, loose to medium -dense (FILL) ense * Test Pit was terminated at 13 feet on April 20, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. GE®TECH CONSULTANTS, INC. TEST PIT LOGS 3929 Kitsap Way Bremerton, Washington Job No: Date. Logged byr Pate. 07150 August 2007 GDB 3 i 5 10 15 0I1 Co 5 10 15 TEST PIT 3 Description- Elevation — 251' 2" asphalt over Brown, gravelly, silty SAND, fine- to medium -grained, moist, loose to medium - dense (FILL) - becomes medium -dense 1.10,,11mildense Gray, slightly silty SAND, trace gravel, fine- to medium -grained, moist, medium - to dense ! Gray, gravelly, silty SAND, fine- to medium -grained, moist, dense * Test Pit was terminated at 11 feet on April 20, 2007. * No groundwater seepage was observed during excavation. * Light to moderate caving was observed over the top 4 feet during excavation. TEST PIT 4 Description Elevation — 254' 2" asphalt over Brown/gray, gravelly, silty SAND, flne- to medium -grained, moist, medium -dense becomes slightly silty, dense * Test Pit was terminated at 8.5 feet on April 20, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. GE®TECH CONSULTANTS, r C. TEST PIT LOGS 3929 Kitsap Way Bremerton, Washington Jab No: Date: Logged by.- 1 Plate: 07150 August 20071 GDB 4 TEST PIT 5 Description Elevation - 246' Brown, silty SAND, asphalt chunks and trace gravel, fine- to medium -grained, moist, loose to medium -dense (FILL) FILL . 5 Gray, silty SAND, fine-grained, moist, medium -dense to dense SM ::i;l �i� Gra SAND fine- to medium -grained, moist, medlum-dense to dense sp Y g 10 * Test Pit was terminated at 10 feet on April 20, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. 'f 5 5 10 15 SM TEST PIT 6 Description Elevation - 241' FILL 1,5" halt it SAND, fine- to medium -gra ned, moist, medium -dense FILL Brown/gray, gravelly, silty SAND, fine- to medium -grained, moist, medium -dense to becomes dense fine- to moist, dense * Test Pit was terminated at 10 feet on April 20, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. GEOTECH CONSULTANTS, INC. TEST PIT LOGS_ 3929 Kitsap Way Bremerton, Washington Jab Ne:Date: Cogged by: Plate: 07150 August 200 GDB 5 10 15 5 10 15 1 Ae 10 X �Op 9 CF � 5 TEST PIT 7 Description Elevation - 232 1.5" asphalt over brown, gravelly SAND, fine- to Gray, gravelly, silty SAND, fine- to medium -gr - becomes very dense , moist, meds loose * Test Pit was terminated at 3.5 feet on April 20, 2007, due to'refusai. * No groundwater seepage was observed during excavation. . * No caving was observed during excavation. TEST PIT S Description Elevation - 232' over gray, gravelly, silty SAND, fine- to medium -grained, moist, loose (FILL) gravelly SAND, medium -grained, moist, medium -dense to dense M becomes very dense * Test Pit was terminated at 7.5 feet on April 20, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation, GE ®'ITE CSI CONSULTANTS, INC. TEST PIT LOGS 3929 Kitsap Way Bremerton, Washington. Job Na: Date., 'Loggedby., I Plate: 07150 1 August 2007 GDB 6 `l� TEST PIT 9 Description Elevation - 2 5 1 10 1 15 je, 10 'O�X 4, e, Wi 110 1 •15 2" asphalt over Brown to gray, gravelly, silty SAND, fine -to medium -grained, moist, medium- ; psm. dense - becomes gray, dense to very dense ray SAND, trace gravel, fine- to medium -grained, moist, very dense * Test Pit was terminated at 10 feet on June 18, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. TEST PIT 10 Description Elevation -• 24.4' 5" asphalt over -own, gravelly, silty SAND, fine- to medium -grained, moist, medium -dense becomes gray, medium -dense to dense becomes very dense * Test Pit was terminated at 10 feet on June 18, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. GE®TECH CONSULTANTS, INC. TEST PIT LOGS_ 3929 Kitsap Way Bremerton,. Washington No..-We' [lo&edby., I-Plaft 07150 August 2D07 GDB 7 5 10 15 10 15 "° oP 45°aro�� 'jet `� CP �5 TEST PIT 11 De= .i tion Elevation 250' Brown to gray, gravelly, slightly silty SAND, fine -to medium -grained, moist, medium -dense - becomes gray, medium -dense to dense becomes less gravelly, dense * Test Pit was terminated at 13 feet on June 18, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. TEST PIT 12 Description Elevation - 259' " asphalt over rown, to gray, gravelly, silty SAND, fine- to medium -grained, moist, medium- - becomes gray, dense Brown to gray, gravelly, slightly silty SAND, fine- to medium -grained, moist, dense silty SAND, trace gravel, fine-grained, moist, dense to very'dense * Test Pit was terminated at 16 feet on June 18, 2007. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. GE®TECH CONSULTANTS, INC. TEST PIT LOGS 3929 Kitsap Way Bremerton, Washington Job Nnr Date; Logged by.� Plate; 07150 1 August 2007 GDB S �o &� �e� 100, "'o'! 1 Description Elevation - 270' Grass over Light brown, slightly silty SAND, trace gravel, fine-. to Medium -grained, moist, medium -dense 36 31becomes less gravelly, with slit lenses, dense �jj 1jillGray, gravelly, silty SAND, fine- to medium -grained, moist, very dense 20 jiiiiii 50/6" 4 SM 25 5016" 5 1 �: trace gravel; becomes less silty I Brown, slightly silty SAND, medium- to coarse-grained, moist, very dense 30 50/6" 1 sm 5015" 7 35 . SP -becomes gravelly 1 ME 1 45 50/51,18 * Test boring was terminated at 40.5 feet during drilling on July 16, 2007. * No groundwater seepage was encountered during drilling. GEOTECH CONSULTANTS, INC. BORING LOG 3929 Kitsap Way Bremerton, Washington Job Date: Logged by., Plate: 07150 1 August 20071 GDB 1 91 SP SM 10 •M. f I 1111 becomes brown/gray, gravelly 25 .21 N11 i 36 31becomes less gravelly, with slit lenses, dense �jj 1jillGray, gravelly, silty SAND, fine- to medium -grained, moist, very dense 20 jiiiiii 50/6" 4 SM 25 5016" 5 1 �: trace gravel; becomes less silty I Brown, slightly silty SAND, medium- to coarse-grained, moist, very dense 30 50/6" 1 sm 5015" 7 35 . SP -becomes gravelly 1 ME 1 45 50/51,18 * Test boring was terminated at 40.5 feet during drilling on July 16, 2007. * No groundwater seepage was encountered during drilling. GEOTECH CONSULTANTS, INC. BORING LOG 3929 Kitsap Way Bremerton, Washington Job Date: Logged by., Plate: 07150 1 August 20071 GDB 1 91 5 10 15 20 25 30 35 40 no � e foo�� BORING 2 �'� Description Elevation 278' I r � � ; r rPedium-dense ht brown, sil'�}/ SAND, trace ravel, fine- to medium- rained, moist, 1111119 "+ 9 gSM 31 50 54 .61 50/611 67 44 55 52 !:i i ii I j=Gray, slightly silty SAND, fine- to medlum-grained, moist, dense '.itstl i 1 Sp SM 2 ; ; ; ; ; ; ; mOiSi, cense io very cense 11{1111 1111111 1111111 1111111 1 SM I 1111111 3 ;;;;;;; - becomes gray, very dense rrlrrrr Iillltl 1111111 Illtlll 1111111 1111111 I 4 1.1' Gray, gravelly, slightly silty SAND, medium -grained, moist, very dense LID 1 I Gray, silty SAND, trace gravel, fine- to medium -grained, moist, very 1111111 5 ,111111 dense 111111, 1111111 ,111,11 11111,1 1111111 1111111 1111111 � Ilillll 1111111 ' ��, 1,11111 6 ISI 1111111 IIGG�� 1 1 1 1 1 1, 1111111 1111111 1111111 1111111 7 1111111 - lens of brown sand, medium -grained 1111111 - becomes dense 8 �II 111111 1111111 1111111 1 Gray, silty SAND, interbedded with non -plastic sandy SILT, fine- to SM coarse-grained, moist, very dense ML I 1 91: 111111 111111 * Test boring was terminated at 46.5 feet during drilling on July 16, 2007, due to No Orounawarers GEOTECH CONSULTANTS, INC. BORING LOG 3929 Kitsap Way Bremerton, Washington Job Date. Logged by. Plate. 07150 August2007 GDB I 10 00� Ull AMEMMI" IM 10 15 15015" 12 IMI 1111 20 5016" 25 50/6" 30 m=1o.s% 50/5" 35 40 45 50/6,11 BORING 3 Description Elevation - 256' 12" asphalt over Gray, silty SAND, fine- to medium -grained, moist, medium -dense Gray, slightly silty SAND, with gravel, medium- to coarse-grained, moist, very dense Brown/gray, sandy SILT, non -plastic, moist, very dense ML 4 om" :Gra y, slightly silty SAND, fine-graine ,mos ,very ense i 1 1101 UL Gray, silty SAND, trace gravel, fine- to medium -grained, moist, very dense * Test boring was terminated at 55.5 feet during drilling on July 16, 2007. * No groundwater seepage was encountered during drilling. GJEOTECH CONSULTANTS, INC. BORING LOG 3929 Kitsap Way Bremerton, Washington Job Date: Logged by: Plate: 07150 August 2007 GDB l 1 Steve Opening (mm,) Slava Opening (US standard) •-s•�B•1, 35 to 4.915 meleluro �•-ad, 20leel, 4.SSG moalure —tea -0, 3a fw1, jO q%molelere Steve Opening (mm.) Steve Opening (US standard) • tTP•70, 77. m�e.eSi —o -7P-70. B, m•5.41G ^M-TP•7; 1G, m�4.9'/.--1FTP3, S, m=9.39i %Xjva H CONSULTANTS, INC. •o I CL GRAIN SIZE ANALYSES 3929 Kitsap Way Bremerton, Washington Jab Ala: Date: Plate: 07150 August 2007 1 12 Slope backfill away from foundation. Provide surface drains where necessary. Backfill (See text for requirements) Nonwoven Geotextile Washed Rock Filter Fabric (7/8" min, size) _ 110, a n ..0o 4" min. Tightline Roof Drain (Do not connect to footing drain) Possible Slab '. p ,. X1:0 : p ,.A:O: p ,•A :0 . p °.p.�0 : p ,.C.�O-. p ,.i �000�000'o00�pp0.000 0 0x000 p�0�000 0�0�00 • e :�Q C �l_CP 0 p a epQOp p. a b�.�. •b. �'o.n. b.n. b.n. 4" Perforated Hard PVC Pipe (invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Vapor Retarder/Barrier and Capillary Break/Drainage Layer (Refer to Report text) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. GEOT]EOH CONSULTANTS, INC. FOOTING DRAIN DETAIL 3929 Kitsap Way Bremerton, Washington Job Date: Scale: Plate: 13 07150 August 2007 Notto Scale I i