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HomeMy WebLinkAboutPermit D05-164 - TRAVERSE BAY CONFECTIONS - CHOCOLATE ROOM, RESTROOM AND OVENTRAVERSE BAY CONFECTIONS 1025 INDUSTRY DR EXPIRED 04 -25 -06 CL 2. J U UO CO C3 WI N LL W OO' LL Q I- W i- O Z uj U� O - W W H U ro uj Z, U 52 O N DEVELOPMENT PERMIT Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 2523049071 Permit Number: DOS-464 Address: 1025 INDUSTRY DRTUKW Issue Date: 08/16/2005 Suite No: Permit Expires On: 02/12/2006 Tenant: Name: TRAVERSE BAY CONFECTIONS Address: 1025 INDUSTRY DR, TUKWILA WA Owner: Name: CALWEST INDUSTRIAL PROP Phone: Address: C/O DELOITfE & TOUCHE LLP, 2235 FARADAY AVE #0 Contact Person: Name: RICHARD ANDERSON Phone: 206 725 -0099 Address: 5028 WILSON AV S, SEATTLE, WA Contractor: Name: DESTEFANO ENTERPRISES Phone: 800 - 276 -4958 Address: PO BOX 68, MONROE WA Contractor License No: DESTEE *044LN Expiration Date: 08/24/2006 DESCRIPTION OF WORK: INSTALLATION OF CHOCOLATE ROOM, BATHROOM AND OVEN FOR THE MANUFACTURING OF COOKIES AND CHOCOLATE. Value of Construction: $30,000.00 Fees Collected: $908.01 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0010 Public Works Activities: Size (Inches): 0 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: .. D0 00 City o� Tukwila Department of Commiiiiity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tuktivila.wa.us Z W Q 2 JU UO N J �_ CO U. WO LL ¢ co =W Z F.. I— O Z I_ 25 U0 co O- 0 F_ WW UO W Z co O Z 1908 City o� Tukwila ' Steven Al Mullet, Mayor Departniew of Coniniuttity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DOS -164 08/16/2005 02/12/2006 Permit Center Authorized Signature: i / � A' — Date: e -7- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru r the p rformance of work. I am authorized to sign and obtain this development ermit. Signature: Date: n Print Name: _ _ 1\1 T`'VuJ Ill "vvl� 0 - This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -164 Printed: 08 -16 -2005 Z Z �W 2 D UO �o UJ J 0 O LL w� � J LL ?. � = w Z� t- O Z �-' w w, �25 U� O Cl) o� =U LL O w Z U =. Z G1 fA City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 2523049071 Permit Number: DOS -164 ;,- w Address: 1025 INDUSTRY DR TUKW Status: ISSUED LU Suite No: Applied Date: 05/16/2005 Tenant: TRAVERSE BAY CONFECTIONS Issue Date: 08/16/2005 0 0 rn C0 W J 1: ** *BUILDING DEPARTMENT CONDITIONS * ** � U_ W 0 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. Q 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center Cn 3: w (206/431- 3670). Z 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to u O start of any construction. These documents shall be maintained and made available until final inspection approval is g j granted. v o O- 5: All construction shall be done in conformance with the approved plans and the requirements of the International ~ Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. = W 6: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening —' 0 or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King UJ N County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On v = work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the 0 f' agency on the job site. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 13: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). doc: Conditions D05 -164 Printed: 08 -16 -2005 nn �� ; ...li:.i'..GW r T'G.`. c. lW u: i. w+ �:l �++ C:+ �' J1. �,\. i. LS: s�. JZS' t�� "•e�Y�.u�SvA \�h'.f1d�Y�CS'\. �A City of Tukwila tsae Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, Z any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits H z presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila 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. v UO 15: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** C/) 0 co UJI 16: Permittee shall install a test port downstream of the three- compartment sink and shall test the fats, oils and greases J = CO U_ monthly. Testing shall be performed by a certified testing lab. W O A copy of the results shall be sent each month to: Mike Cusick 6300 Southcenter Boulevard Suite #100 N CY Tukwila,WA 98188. = w If any test result is greater than 100mg per liter, Permittee shall install a grease interceptor meeting City standards. ~ 17: ** *FIRE DEPARTMENT CONDITIONS * ** Z it g UJ 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the � U U) following concerns: ~ W 19: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry "—' O chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) U 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or O �" brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation Z instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the appiicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 24: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle doc: Conditions D05 -164 Printed: 08 -16 -2005 ff:,•a c.:,.!,.r yT.. l•�i +.'+hiti.:aitiYu';ey,', xx4Y. �kiEi +S+'i'�fi�Y3 *' k �• ti City of Tukwila 19C8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 is engaged from inside the tenant space. (IFC Chapter 10) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) Z z 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress �w 2 travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress o travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access Cl ) o corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the cn w nearest visible exit sign. (IFC 1011.1) � N u. w O ! 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system Ua provided from storage batteries unitequipment or on -site generator. IFC 1006.1 1006.2 1006.3 P 9 � 9 ( � � ) u.? N = 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means w of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the Z = ` ~ floor level. The ower supply for the means of egress illumination shall normal) be provided b the premise's P PP Y 9 Y P Y P O electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less Z than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2 ? o 1006.3) v I ON 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition/ relocation of walls, closets or partitions may require relocating Ui H w and /or adding sprinkler heads. (IFC 901.4) v P 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate U- Z flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) v co 32: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and i= _ O ~ Z approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -164 Printed: 08 -16 -2005 *%•t« �.:` •r.. 4.7.i. .c.; :,a:.a , 1.'. s ..- 'a.r.aa�n �KitrsJ�it' 3tlG1l6f�di» da xK�. �+ d4' e�L' 1: t17. ��. i3: lzYti 'Y.ftb�..'+�.,4Ga'3ai�adda..: J.e'`§&�i4k i�.''E `wrark"�R7. : a�7` a3taxrL�S5pa7.! Ja AIuS; E��. t�disi�t vl� �`°• x,. �' 1 �rSi ^•5:n.��' #'n5k�it�:7��'S'�:'.. Oak 1908 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perfor ance of work. Signature: Date: 1 �� n doc: Conditions D05 -164 Printed: 08 -16 -2005 z ;= z �w _3 o moo U) =. J �. CO u. w O as =a w Z �. t-- O z F w 2 5 () cl N:. 0 H w U1 H U C~ W Z, V O H z � {� o k � 1906 CITY OF TUKWILA Community Developmenpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 plan, J.fee,: f355�q� Building Pem 10. Mechanical Permit No. Public Works Permit No. Project No. use Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: Site Address: 1 2 •� - LN9�cs. EL, Suite Number: F oor: Tenant Name: ��►vt?.c>3� g� ('b,•� c,r'f New Tenant: Yes ❑ ..No Property Owners Name: �I* Mailing Address: 6 fvt City State Zip CONTACT. PERSON Name: Day Telephone: ZpG 7 2 S -o° 1 Mailing Address: L./) rs 14V0- S 5-e�� cj A g eie-" City State Zip E -Mail Address: ro.• Fax Number: - GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: Mailing Address t 0 LJlA• Ci x o Z /� City State Zip Contact Person: / o `/ 4b6i Aq, Day Telephone: �aS" •7.�� " /y�i E -Mail Address: e e oqq �l Fax Number: Contractor Registration Number: Expiration Date: 0 SZZY1LOoL * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD All plans.must be wet stamped by Architect of Record Company Name: lJlou L� o�e4,c,,, / Mailing Address: /4 <` t�Glt�•n 1a�; A/ �'�es -1d� (� /� ?� , 2 ,2 7 City State Zi Contact Person: Day Telephone: 3 & gCl?S' ' 7- `1 E -Mail Address: Fax Number: 360 - A.3 - 15 ENGINEER OF RECORD - All plans. must be wet stamped by Engineer of Record . Company Name: i Mailing Address: j City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 1perntits plus\icc changeslpermit application (7.2004) { Page t I . 6 1 ZZ W � D UO W W �LL WO LLQ Cl) D = t .. W z X W W U rn 0 F-- WW LL O W Z U= O E- Z BUILDING PERMIT INFORMATION 206- 431 -3670 - I '' 'L o07 Valuation of Project (contractor's bid price): $ ,fib DOO Existing Ming Valuation: $ aDn Scope of Work (please p rovide ovide de information): .Z 0 _ 6 r� / /� -1(aL+ ��= I � / ��D��a / �"' • 6'r� .e - . 4 , 6,. 6W 7 t ar �Jbf� C(C.DCOIG�t Will there be new rack storage? ❑ ..Yes [. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: "� Handicap: Will there be a change in use? [ . ❑ ..No If "yes ", explain: 1140 4164li o g� FIRE PROTECTIONMAZARDOUS MATERIALS: 2 .. Sprinklers ❑..Automatic Fire Alarm []..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -112 z I I paper indicating quantities and Material Safety Data Sheets. i i 1pennits plus\icc chanses\pennit application (7.2004) Page 2 II Z '~ W JU UO Cl) 0 co LLI J = H CO W WO 9-1 CO LL = CY W Z H t— O Z F- LLI �5 O W 0 H- W W f U LL O W Z U= O Z Existin Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor N�. 2 nd Floor 3` d Floor Floors thru Basement Accessory Structure * .Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: "� Handicap: Will there be a change in use? [ . ❑ ..No If "yes ", explain: 1140 4164li o g� FIRE PROTECTIONMAZARDOUS MATERIALS: 2 .. Sprinklers ❑..Automatic Fire Alarm []..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -112 z I I paper indicating quantities and Material Safety Data Sheets. i i 1pennits plus\icc chanses\pennit application (7.2004) Page 2 II Z '~ W JU UO Cl) 0 co LLI J = H CO W WO 9-1 CO LL = CY W Z H t— O Z F- LLI �5 O W 0 H- W W f U LL O W Z U= O Z PUBLIC WORKS PERMIT INFORMATION - 206 - 433 -0179 `X x Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila El ... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate El ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Pronosed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ... Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ... Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... I V WO# — E] ...Temporary Water Meter Size.. WO# _ ❑ ... Water Only Meter Size............ WO# _ ❑ ... Sewer Main Extension. . .......... Public Private ❑ ... Water Main Extension ............. Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip \permits pluskicc chanscskpermit application (7.2004) Day Telephone: Page 3 Z Z �W 0 Cl) 0 CIO LU J h NW WO }} J. WQ N� = 1.. W Z F- ZO W U� O� 0 F- W H� �- O W Z CO O Z :MECHANICAL PERMIT INFATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....❑ Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ Replacement..... ❑ Replacement..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment :PERMIT APPLICATION. NOTES - Applicable to all permits in. this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT ZE AGENT: Signature: Date: 5 Print Name: t 1AW LT L 1 6t Day Telephone: — L© fo Z b O U Mailing Address: 5019 Cd l etn a a = City State Zip Date Application Accepted: Date Application Expires: I Staff Initials: 11 — a T \permits plus\icc changes \permit application (7 -2004) Page 4 _ _ y I I Z ;= Z �W 0 JU 0 U) 0 C0 LU J = CO LL WO LL <c = W Z F- h- O Z E- w �5 U� O -. OH WW H F- LL F- W Z U= OH Z Cit y of Tukwila E 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2523049071 Address: 1025 INDUSTRY DR TUKW Suite No: Applicant: TRAVERSE BAY CONFECTIONS Permit Number D05 -164 Status: PENDING Applied Date: 05/16/2005 Issue Date: Receipt No.: R05 -00690 Initials: SKS User ID: 1165 Payment Amount: 908.01 Payment Date: 05/16/2005 09:31 AM Balance: $0.00 Payee: TRAVERSE BAY CONFECTIONS TRANSACTION LIST: Type Method Description Amount Payment Check 4281 908.01 i t ACCOUNT ITEM LIST: . Description Account Code Current Pmts BUILDING - NONRES 000/322.100 547.58 PLAN CHECK - NONRES 000/345.830 355.93 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 908.01 z W U O N 0: w= U. w O LL Q CO) :) = Cy. �. W F- O z 1--. W �p U OS 0 H-. W UJ U- ~ O' .. Z W U co H= O Z 3:1 0 5/16 1- T 908-01 doc: Receipt Printed: 05 -16 -2005 INSPECTION RECORD Retain a copy with permit �' 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Pr ' t: VP /� Y-6 E ( J' C 4 Type of Inspection jV 4- Address: , _ 0 2� _Cud 1rs / i Date Called: 1 `7 /o S Special Instructions: Date Wanted: a.m. p.m. Requester: ' to Poe N J o Approved per applicable codes. Corrections required prior to approval. COMMENTS: 04: Inspect: \ Date: )221 8.00 REINSPECTIO FEE REQUIRE . Prior to inspection, fee must be P aid at 6300 Southce ter Blvd., Sgite 100. Call to sechedule reinspection. Receipt No.: Date: z H W' JU 00 rn 0 W = to LL W O U . N = F. w Z 2 I- 0 z I— �5 U� ON O F+- WW F- LL O lil z. U= O z INSPECTION RECORD Aa Retain a copy with permit INSPECTION NO.' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V11 6300 Southcenter Blvd., #100, Tukwila, WA 98188~ (206)431 - 367 h j . '4 . i� l� ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ifs p t f: Date: / ZZ fe ZZ� $ 0 REINSPECTA FEE REQUIR . Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R ceipt No.: Date: z �z IIIJ C UO C) o. C0 J F. N LL WO LL Q N = CY F - w z F- 1-- O W 1-- U D Uj O� 0 F- LU W H ---- O U- liJ z U= O z sect: Type of Inspec" 0j U Date Called: Special Instructions: Date wanted: a. .m. Requester: C f Ph !76 04 N o �� ` ff j . '4 . i� l� ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ifs p t f: Date: / ZZ fe ZZ� $ 0 REINSPECTA FEE REQUIR . Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R ceipt No.: Date: z �z IIIJ C UO C) o. C0 J F. N LL WO LL Q N = CY F - w z F- 1-- O W 1-- U D Uj O� 0 F- LU W H ---- O U- liJ z U= O z j INSPECTION RECORD Retain a copy with permit INSPECTI N N0. 4 CITY F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ; Pr�ct: "n � Type of Inspection: S Ad r ss: � Date Called Special Instructions: Date Wantarl p. Requester: ; Pho a No: Cp Receipt No.: 1 5 7 7 1 - 1 i Z �Z W fY � _U 00 CO 0 • J = Co U WO U— co =W ?H H O' W 5 U� O� 0 H. W H� O Z U= O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION RECORD 5 Retain a copy with permit INSPECTION N0. PERMIT NP. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Ins ection: ^.� 5 ge j 1 unl ( �� h�� ✓ w l/ Address: 1 Date Called: �- a S a v o Special Instructions: Date Wanted-1 Requester:.,..- Phone / No: _ Approved per applicable codes. Corrections required prior to approval. / / ' cJ f .. S�j "n //;, ..✓ -- 0 T sp'� t � / Da / d/ v $i 00 R EINSPECTIO FEE REQUIRE Prior to inspection, fee must be at 6300 Southcenter Blvd., Suit 100. Call to sechedule reinspection. Receipt No.: I Date: Z W . UO Co D ca W N W WO LQ co = a �W Z E-- O W ~ W �:D U� O� � H WW U. H U. O Z U= O Z INSPECTION RECORD - � Retain a copy with permit INSPECTION N0. PER AO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3 7 6v1-f24z-g'6Ly 64 _ i -V- / �1 _ & kA Prpject: Tye f Insp ' AAAr. Approved per applicable codes. Corrections required prior to approval. OMMENTS: I ,, Date: 5.00 REINSPE ION FEE EQUIRED. Prior t inspection, fee must be P9 d at 6300 Southcenter B d., Suite 100. C l to sechedule reinspection. Re elpt No.: I Date: Z Z . W �QQ � JU UO CO 0 co Ill J H CO) LL: WO. LL Q N :D =a I- O W H 5 U� O� 1— W W ` 2 r U . u O W Z U= O~ Z S 1 l�/!. f t Ivy a Balled: 1 g Lo- Special Instructions: Date Wanted: a.m,, Requester: Phone No: 264 70 Approved per applicable codes. Corrections required prior to approval. OMMENTS: I ,, Date: 5.00 REINSPE ION FEE EQUIRED. Prior t inspection, fee must be P9 d at 6300 Southcenter B d., Suite 100. C l to sechedule reinspection. Re elpt No.: I Date: Z Z . W �QQ � JU UO CO 0 co Ill J H CO) LL: WO. LL Q N :D =a I- O W H 5 U� O� 1— W W ` 2 r U . u O W Z U= O~ Z INSPECTION RECORD Retain a copy with permit '�.�� S IN CTION NO. PE IT ti CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ect: j 7 U" a ' C Type of Inspe ti n: I r A dress: Date Calle . 7� D 7 Special In" ructions: gate wanted: �--' a.m Requeste . Pftne No �j C l .- ~ W / 154 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 58. 0 REINSPECTION F REQUIRED. P 'or to inspection, fee must be El pal dat 6300 Southcenter lvd., Suite 10 . Call to sechedule reinspection:, Receipt No.: Date: ; I Z Z WW QQ G JU 00. to W =" J H CO tL. W O. L L = Cy 1— W Z 1... ZO W co U� 0 1— WW LL O W Z U =. O Z l INSPECTION RECORD Retain a co py p ermit with �' Co t INSPECTION NO. PER No' CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431:3670 Projec : Type of Ins tion: , Ad ress: Date C ed: Special Instructions: Date Wanted: a. m. -, � �� � P.m. Requester: Phone No: Approved per applicable codes. C Corrections required prior to approval. Z W W� .J U 0 N07 J = �LL W O LL ?. U = W iF- _ ZO W D=p LLI O N 2 W. w z U CO) O Z Rs. ti. . TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No.` Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Qc Type: Authorized Signature v Final Approval Frm Rev. 5/2/03 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Far: 206 -575 -4439 GO ot Tukwila Fire Department Z z �w aa JU UO Cf) CO w w = U. w� UQ C/) D = �w Z F- F - O Z F- w W U� ON 0 F- W UJ H C.) W Z Co O Z CITY OF TUKWILA - BUILDING DIVISION 4 • 2003 Washington State Nonresidential Energy Code Comaliance Form 2003 Washington State Nonresidential Energy Juh Project Info Project Address ►OAS Nnwt , Date K a'3 For Builds g D partment Use RECEIVED CITY 0 FRKWILq .._, �.... . MAY i r' ' I''ERMI CENT -.. ..... Covered Parking (standard paint) Applicant Name: �, Irul�f►G11e✓f Applicant Address: Applicant Phone: app Project Description Compliance Option ❑ New Building ❑ Addition Alteration ❑ Plans Refer to WSEC Section 1513 for controls and commissioning requi Q Prescriptive Q Lighting Power Allowance (See Qualification Checklist (over). Indicate Presr U & LPA spaces ciegrly on JUL. 7 3 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and instaued lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) PILE Uory Location (floor /room no.) Occupancy Description r rNlowed � -. Watts per ft " Area in ft Allowed x•Area Covered Parking (standard paint) *S o S! A* A o(,4s / L Z 3 Q 10* 0.3 Wlft Open Parking � s 0.2 W 1ft a " From Table 15 -1 (over) document all exceptions on form LTG -LPA Total A owed Wafts Total Proposed Watts Notes: 1. Use manufacturer's listed maximum Input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 wafts per fixture. Proposed Lighting Wattage (Interibt)st all fixtures. For exempt lighting, not exception and leave Wafts /Fixture blank. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking (standard paint) f os�f✓�" $ c7 32 c7 aryu 0.3 Wlft Open Parking � s 0.2 W 1ft a Total Proposed Watts ay hot exceed Total Allowed Watts for Interior Total Proposed Watts 3 Maximum Allowed Lighting Wattage (Exterior) Location Description AIIow9d Watts per ft or per If Area in ft (or If for perimeter) Allowed Wafts x ft (or x 10 Covered Parking (standard paint) 0.2 W /ft Covered Parking (reflective paint) 0.3 Wlft Open Parking 0.2 W 1ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 WAf Note: for nultding exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watt Use mtgr listed maximum Input wattage. For fixtures with hard - 8'o !'Masts onid Proposed Lighting Wattage (Exterior) the default table In the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts ANNE ?� a 4 44. .9 fi '7FCtd?* wry" 4? l7Ye° � -tMYi ' i..'.wsi4!!:+/ . ,Y 1s77'tt �'tP;MyIY'x3h wras� .,.c�.,... dt' .. A^ .». Y; �... ...F!�.�mc; mv, s., ;, ....+,. •5 • ...� --. •yr'm... t w . V 4.. A .. , � I•, z �z � W aa � J UO Co 0 w� Ln LL WO 9_J U_ j C0 d = W WO U� UJ O� �H W Z F- I u" O W z U_N H = O z 200311\ . L � i ghting Summa 2003 Washington State Nonresidential Energy Code Prescriptive Spaces Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. , e e .p i N y y AI State Nonresidential Fortes Occupancy: Lighting Fixtures: Revised July O Warehouses, storage areas or aircraft storage hangers O Other Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorbscent, non - lensed, with only one or two lamps, and 2. Lamps are T- 1,3-2, T -4, T -•', T -6, T -8 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture 6. Screw -in compact fluorescent fixtures do not qualify Use LPA W/s Use LPA W/s welding, carpentry, machine shops 2.3 Police and fire stations 1.5 - Painting, Barber shops, beauty shops 2.0 Atria atriums 1.0 Hotel bang uet/conference/exhibition hall j ' 2.0 Assembly spaces', auditoriums, gymnasia", heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments Restaurants/bars 1.0 Factories workshops, handling areas 1.5 Locker and /or shower facilities 0.8 Gas stations, auto repair sho s 1.5 Warehouses", storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries 1.5 Retail , retail banking 1.5 Nursing homes�and,hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Onl Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies (except mall concourses 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools � os hospitals, institutions, museums, banks, churches 1.2 TABLE 15 -1 Unit Liqhtinq Power Allowance LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces; such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted'for only a portion of a floor, 'a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For Indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, lighting for free- standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w /f? of merchandise display luminaires are exempt provided that they comply with all three of the following: q). located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area nut covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Code Compliance Form I r'. Z ;�- Z �W QQ JU UO CO O W = H N LL W O LL Q F - W Z F- F- O Z H W 5 U � ON � H WW 2 F_ F- U_ O Z U =. O ~' Z I 2003 Washington State Nonresidential Enerqv Code Compliance Form 4' 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July Project Address Date Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTV -SUM. Adjusted Lighting Power Allowances (Interior) Location Allowed Ceiling Height Ceiling Height limit Adjusted LPA (floor /room no.) Occupancy Description Watts per ft "" for this room for this exception " Watts per ft From Table 15 -1 based on exceptions listed in footnotes + nINkIMnlIOM1 'id +NtlVwI�HASUtl�M}i4t4. Y �'�..4�F..v,r.. i i' i� Z Z W aa� JU 0 rn CO W = F— C/) LL WO J W Q N �W Z f� H O Z H W W U� ON 0 E- WW i F- 0 W Z U= OH Z 2003 Washinqton State Nonresidential Enerav Code Compliance Form Li ghting Permit Plans Che cklist 2003 Washington State Nonresidential Energy Code Compliance Fortes Revised July 2004 Project Address Date The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Comp Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control/access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timerw /backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning n. a. Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: Z '~ w JU U N ID . co III W = H NW W O 9-1 LL W� = F. W Z I H O Z H LU W U� O� W F F U - - W — O. W U� O Z 2003 Was 5 Washington Slate Nonresidential Energy Code Compliance Fors Nonresidential Erierav Code Compliance Form Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided With lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant - sensing automatic controls, which control the lights independent of general area lighting. i Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensom shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) is manually operated; d) allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. Z Z � W UO CO o J H Co LL WO J LL U) a = W H ZI. 1— O Z H W U� ON OH WW H� U. O W Z U= O Z Z {_- Z �W QQ� JU UO U) o J = 1-- CO LL WO r Wd U� 2 H W Z F- F- O Z F- w LLJ U� O� U�- w W I- u" O W U� O Z W WI 2, D JO: U 0. U) cl , CO) LLJ W co u- w LL Q. cf) I T W Z 0. Z 1—: W 5. 0 Mi UJ U 0: Z;, CO) r O 1N3Wn000 3H1 =IO JllllbrnD 3H1 Ol 3f10 SI 1130110N SIHl NVHJ, NV310 SS31 SI 3WdN=I SIHl NI 1N3Wn00a 3H1 =1I :30110N j y. Lateral Loading: Area, Height & Weight Data Page 1 MaxQuake All Rights Reserved ©1995 -2004 Archforms ]Ltd. Lateral Load Analysis & Date: MAY 5, 05 Firm: Double Arch Design Job: TRAVERSE BAY CONFECT. By: Kurt Dittmar Q04.21W Construction Design Software FLOOR PLAN AREAS & SHEAR WALL GRID SPACING TYPICAL DEAD LOADS -Establish Grid Spacing loor Con ' atio ach 1• -Establish Dead Loads (Ibslsf)- Left 1 2 3 4 5 6 7 8 Right Roof Interior Wall Roof Floor Roofing Gyp.Bd 4 Shear Wall Spacing 40 Block Block Perim Overall Sheathing 1.5 Framing 4 ack Area Area Wall Width Framing 2 Int. Finish A Roof FL wdth Snow Other 2nd FI /Rf 16.3 R 663.26 40 3.5 8 1st FI 1 652 80 40 Ceiling Roof Roof at 2nd FI 40 Insulation Exterior Wall 2nd FI /Rf TypOH Framing Ext Finish 2 7 1st FI I L to R I Gyp. Bd. 2 Shear Roof 0.1 Other 1 Framing 4 2nd FI /Rf HzProj Vt 3 Insulation 1st FI hRe= Oe= Floor Gyp. Bd. 2 Roof Floor 4 Int .Finish 2nd FI /Rf - 0.0 2.44 Sub. FI. 2 Other - 1st A hRi= Oi= Framing 3.5 8 Roof Insul 0.5 2nd FI/Rf 2.4 0.86 Other 1st FI WI Area 10 Roof We= 2nd A /Rf FLOOR HEIGHTS & WIND AREA G 1St A 96.0 -Establish Floor to Floor and Roof Heights (ft)- Roof Wi= Roof Roof Floor 2nd Fl/Rf Pitch Height Height 1st A 34.4 X112 ront N L Plan wl both Roof Typical Overhang F to B 0.1 Le s >15% of Plan.Y? Roof Roof Block Area Rf Area + OH 0.1 0.1 2fid FI /Rvof Overall Depth a= 3 hRe= hRi= Vt vRe (no OH) 2nd FI / Roof 16.3 Overall Depth of Roof at 2nd FI Oe= vRi (no OH) 2nd A Depth Roof Block Area 663.26 Rf Area +OH 663 A to A Height 8 1st Floor Floor Block Area Oi= Floor Area Perimeter Wall WI Perimeter 1st A Dp - S if Zero S lBa Overall Depth 16.3 a= 3 hRe= 0.0 hRi= 2.4 vRe (no OH) 480 Ave. Sill to FI Ht p 1St Floor Depth 2nd FI We= Wi= Oe= vRi (no OH) 172 Slab /Foundaticn Floor Block Area 652 2.44 Floor Area 652 Wind HL @Ridge 8.10 Perimeter Wall 32.6 Oi= WI Perimeter 113 Wind Ht. @Gable 8.05 Ridge F to B L to R Overall Depth 16.3 a= 3 We= 96.0 Wi= 224.0 5.6 Mean Roof Ht. 8.05 Runs? Y Y a= Edge Strip =less 00% of least horiz. dim. or 40% of ht. but not less than 4% of least horiz. dim. but at least aft. Hips? '1N3Wf1000 3H1 =10 Jllll` nt) 3H1 Ol Elm SID 301ION SIHl NVHl NV310 SS31 SI 3WV1=l SIHl NI 1N3Wf1000 3H131 :30110N. Lateral Load Analysis Page 2 MaxQuake ©1995 Archforms Ltd. Date: MAY 5, 05 Firm: Double Arch Design All Rights Reserved Lateral Load Analysis & Job: TRAVERSE BAY CO By: Kurt Dittmar Q04.21W Construction Design Software SEISMIC LOADS -Establish Dead Loads* Mat. Weights 2nd Floor 1st Floor Base Level Item DL(psf) Area (so DL(lbs) Area(sf) DL(lbs) Area(sf) DL(lbs) Wt Roof 3.5 663.26 2321.41 Wt Ceil 3 652 1956 Wt Ext WI 8 450.4 3603.2 Wt Int WI Table 1616.3(1 &2) Fv= 1.60 Table 1615.1.2(2) Site Coef: Fa= Wt Floor 10 Table 1615.1.2(1) Sml= 0.64 Eq(16 -39) Sum 2nd Sum 1st 7880.61 Base interior wall default: 10 psf of floor area Sum 2nd,1st & Base 7880.61 -Distribute Weights to Various Levels- Sec. 9.5.5 ASCE 7 Sd1= 0.43 (1641) Roof 2nd FI 1st FI Wt Tributary Weight Line Line Line Sum Wt Roof 2nd Wt Ceil 2nd 112Wt Ext WI 2 Wt Int WI 2 Wt Floor 2 Wt Roof 1st Wt Ceil 1 112 Wt Ext WI 1 Wt Int WI 1 Wt Floor 1 112Wt Ext WI Bsmt Wt Ceil Bsmt Line Sum 7880.61 W= 7880.61 2321.41 1956 3603.2 2321.41 1956 3603.2 BUILDING CODE -Select Code - 96 BOCA 97 SBCCI 97 UBC X 03 IBC -Determine Base Shear- Analysis Procedure per 1617.4.1 IBC Section 1615 Force at Level x = V (Wtx)(Htx)ISum(Wb)(Hti) HORIZ Re 10.0 10.0 Class D 1615.1.1 Mapped %g Acl: Ss= 125 1615(fig.1 -10 odd) Group II 1616.2.1 -3 %Acl:S1= 40 1615(fig.1 -10 even) le= 1.00 Table 1604.5 Seismic Category= D Table 1616.3(1 &2) Fv= 1.60 Table 1615.1.2(2) Site Coef: Fa= 1.00 Table 1615.1.2(1) Sml= 0.64 Eq(16 -39) Max Acl: Sms= Fa Ss 1.25 Eq(16 -38) R= 2.0 Tbl.1617.6 Cs= Sds le 1 R = 0.42 Sec. 9.5.5 ASCE 7 Sd1= 0.43 (1641) Sds = 213 Sms 0.84 Eq(16110) Oi -16.4 LRFD V= CsW Sec. 9.5.5 ASCE 7 LRFDIASD= 1.4 Eq(16 -1) 224 VI1.4= 2357 ASD Ibs For Code Table references used by MaxQuake see Code Sections cited or App endix A (b -Distribute Shear to Various Levels Sec 9.5.5 ASCE7 Roof Trans Force at Level x = V (Wtx)(Htx)ISum(Wb)(Hti) HORIZ Re 10.0 10.0 Ht is measured from plate to foundation E =Eh'p (30 -1) Ri 10.0 Wt x Ht x (Wt)(Ht) Fx p F to B p L to R Roof 2 We 11.5 11.5 2nd FI1Rf 1 7881 8 63045 2357 1.00 1.00 1st Floor 10.0 Ht & Exp.Coef. 1.00 Table 1609.6.2.1.(4) Sum 7881 8 63045 2357 -13.8 WIND LOADS -Wind Pressure- IBC Section 1609 Adjusted Wind Zone Loads Tbi.1609.6.2.1(1 &4) Roof Fig.1609.6 Longit Trans Roof Trans V 85 Figure 1609 HORIZ Re 10.0 10.0 10.0 Ex b Section 1609.4 Ri 10.0 10.0 10.0 Category II Table 1604.5 We 11.5 11.5 11.5 Iw_ 1.00 Table 1604.5 Wi 10.0 10.0 10.0 Ht & Exp.Coef. 1.00 Table 1609.6.2.1.(4) VERT Re -13.8 -13.8 -13.8 0 Ri -10.0 -10.0 -10.0 2 Oe -20.6 -20.6 -20.6 Oi -16.4 -16.4 -16.4 i Ier..a i ,..,a in C" k n.,.rOnn At Fnrh I oval Ilhcl• _ Trib Area F to B Trib Area L to R Wind Load Horizontal 2a +OH Inter SumP'At 2a +OH Inter SumP`At F to B L to R Roof Roof 2 0 2 24 0 2 24 2nd FI 1,696 748 1st Floor 96 224 3,344 96 34 1,448 Uplift Re Oe Oi Ri Oe Oi F to B L to R Roof Roof 2 480 2 6 172 2 1 8,486 8,408 GOVERNING LATERAL LOADS -Maximum Total Load In Each Direction At Each Level (lbs)- Front to Back Left to Right Roof 2nd FI/Roof 2 2,357 Seismic 2,357 Seismic 1st Floor J '1N3Wf10Oa 3H1 3O J1111`df1) 3Hl Ol 3na SI 113O11ON SIHl NVH HV310 SS31 SI 311WHA SIHl NI 1N30f10Oa 3H13I :3011ON �y u C4 Shear Wall Segm ents Data, Lines 1 -8 Page 3 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: MAY 5, 05 Firm: Double Arch Design Job: TRAVERSE BAY CONFECT. By: Kurt Dittmar Q04.21W Construction Design Software Line 1 Line 2 1 Line 3 1 Line 4 I Line 5 1 Line 6 Line 7 7 Line 8 Segment (Seg) names a -g appear to show possible quadrants (q). Remove Segs not used. Move and add 1,2 ... to denote multiple (m) seg's in a quadrant, ie., b2. Seq Variables; L : Seg loth. Ht: Seq h ht from oQ 1). X: WI 0 enin . B: Bearing Wall? - B= es. E: Ext. /Int. Wall? - E or I. S: Stacked Seq above, same row, -m & s L . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level _ q -m Lg Ht_ X B E g -m Lq Ht X B E g Lg Ht X B E q -m _ Lg Ht XB E q-m_Lg Ht X B E q = m_ Lq_ Ht X B E q -m Lg Ht X B E q m 9_ Ht X B E 1Nall Friom:::: Q".' " sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables leve g m L� Ht X B E S g m L� Ht X B E S q -m Lg Ht X B E S g m_ Lg Ht X B E S q -m L� _Ht X B E S q_m _ Lg Ht X B-- S q -m Lg_ Ht X B E S g_m L Ht X B E S a 16 8 n a 16 8 n sum 16 Syst WS sum 16 Syst WS sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level q m Lg Ht X BE S q -m Lg Ht X B E S q -m Lg Ht X BESq - m Lg Ht X B E S q -m . _Lg Ht X B_E S _q - m Lg Ht X BE S g - m Lg Ht X B E S q Lg_Ht X BE S sum Syst sum Syst:' sum Syst _.: sum Syst:. . sum Syst sum Syst sum Syst sum Syst . :: Shear Segment Height/Length ratio is limited to 211 for ed a blocked anel. "HUL >2 limit" appears if exceeded. See Code Ch.23 for HYL limits for other assemblies. '1N3Wf1OOa 3Hl =10 Aland 3H1 01 3n Si 11 3011ON SIHl WHINV31O SS31 S13W` NA SIHl NI 1N3Wf1OOO 3H1 Al :3O11ON Shear Wall Segments Data, Lines A -H Page 4 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: MAY 5, 05 Firm: Double Arch Design Job: TRAVERSE BAY CONFECT. By: Kurt Dittmar Q04.21W Construction Design Software Line A ILine B ILine C I Line D Line E ILIne F Line G Line H Segment (Seg) names 1 -7 appear to show possible quadrants (q). Remove Segs not Move and add a,b ... to denote multiple (m) seg's in a quadrant, ie., 2b. S Variables L : S I th. Ht: Se h ht from 1 . X: WI 0 enin . B: Bearin Wall? - B= es. E: Ext. lint. Wall? - E or I. S: Stacked S above same row -m & 5 L . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level q -m Lg Ht X B E q -m Lg Ht X B E_ q -m Lg Ht X B E q -m Lg_ Ht X B E q = m Lg Ht X B E q m Lg Ht_ B E q -m Lg_ Ht X B E q - Lg Ht X B E 1N211::�: .lines �: Riin .:: .from sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level _ - q -m L Ht X B E S q -m Lg H X BE S q -m L g - Ht X BE S - -- q -m Lg Ht_ X BE S q -m Lg Ht X BE S — q -m Lg Ht X B E S - q -m Lg Ht X B E S q_m Lg Ht XB E S - 1 40 8 B 1 22 8 n :- 1B 5 8 n sum 40 Syst WS sum 27 Syst WS sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level Lg_ Ht X B E SX B E S q _m Lg Ht X BE S q -m Lg Ht X B E S q -m Lg Ht X B E S q -m Lg Ht X B E S q -m Lg_ Ht X B E S q_m Lg Ht X BE S sum Syst sum Syst...., sum Syst sum Syst _ :. sum Syst., sum Syst : sum Syst. sum Syst :I': Shear Seqment Hei htl en th ratio is limited to 3.511 for ed a blocked panel. "HVL >3.5 limit" appears if exceeded. See Code Ch.23 for Htfl-q limits for other assemblies. '1N3Wn000 3H1 _AO A1llbrnD 3Hl 013110 Sl 1130110N SIHl NVHl NV310 SS3 SI 3104"A SIHl NI 1N3Wn00a 3H1 =1I :30110N Lateral Load Distribution &Overturning Moment Page 5 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: MAY 5, 05 Firm: Double Arch Design I Job: TRAVERSE BAY CONFECT. By: Kurt Dittmar Q04.21W Construction Design Software Lateral Line 1 Line 2 Line 3 wt/ft =- Line 4 RM= ifw.67 Line 5 Line 6 Line 7 Line 8 Force Seis %= Wind %= uplift/ft, if "w ", -snow If s .9D- .2SdsD /1.4 OTM= if St'k Vnet'ht Vadj= V= SumV= Distrib trib fl A/Sum flA trib wl A/Sum wIA Sum lev. w'trib area 'Wt/ft'L ^2/2k SumV*Ht*Lq/5*Lq SumV from ad' Ln Ln %*Vmax SorW Vadi +Vabv +V 2nd % Sm % sm % S/W % S!W % Sm % Sm % SMA % Sm Level Se /k RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg _W /ft RM OTM Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadi line 6 or 8 Vadj line 7 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st % S/W 50 50 % SM 50 50 % SAW % S/W % Sm % Sm % Sm % Sm Le Seg W/ft RM OTM Seg W/ft OTM Seg RM OTM Seq W/ft RM OTM Seg_ W/ft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Si:ismio: a 13 1.3 9.43 _RM a 13 1.3 9.43 _WlIt <= 2,357: :: Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 :-1:OU:: r= V above r- V above r- V above r- V above r- V above r= V above r- V above r- V above 0.31 1st lev V 1.18 0.31 1st lev V 1.18 1st lev V 1st lev V 1st lev V 1st lev V 1st lev V 1st lev V S Sum V 1.18 s Sum V 1.18 Sum V Sum V Sum V Sum V Sum V Sum V Base % SM! % SAW % SAW % S/W % S/W % S/W % S/W % S/W Level Sew W/ft RM OTM Seg Wlft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Seg W!ft RM OTM Seg Wlft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 = r= V above r- V above r- V above r- V above r- V above r= V above r- V above r- V above Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V '1NWYnooa 3H130 Ail yno 3H1013na SI 11301ION SIHI N`dHI NV310 SS31 SI 3VYVM=l SIHI NI 1N3vYn000 3H1 =1I :30IION �. Q Lateral Load Distribution &Overturning Moment Page 6 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: MAY 5, 05 Firm: Double Arch Design Job: TRAVERSE BAY CONFECT. By: Kurt Dittmar Q04.21W Construction Design Software Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= W /ft= if "w ", -snow RM= if 'w'.67; s'.9 OTM= if St'k Vnerht Vadj= V= SumV= Distrib trib fl A/Sum flA trib wl A/Sum wlA Sum lev. w'tdb area Wtlft'L ^2/2k SumV*HrLqIYLq SumV from ad' Ln Ln %`Vmax SorW Vad' +Vabv +V 2nd % SAN % SAN % Sm % SAN % SAN % SAN % SAN % SAN Level Seg W/ft RM OTM Seg WIft RM OTM Seg WIft RM OTM Seg Witt RM OTM Seg WIft RM OTM Seg W /ft RM OTM Seg W/ft RM_ OTM Seg W/ft RM OTM Vadj line B Vadj line A or C Vadj line B or D Vadj line C or E Vadj tine D o r F Vadj line E or G Vadj line F or H Vadj line G 2nd level V/ft 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st % SAN 50 50 % S/W 50 50_ % SM % SAN % S/W % sm % SAN % SAN Level Seg WIft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg WIft RM_ OTM Se_g W/ft RM OTM Seg_ Wlft _RM OTM Seg W/ft RM Se g WIft RM_ 0_T_M Seismic 1 53 33.1 9.43 1 13 2.46 7.68 . ::Z, , 357.:: 1 B 13 0.13 1.75 : rmax: Vadj line B Vadj line A or C Vadj line B or D Vadj line C or E Vadj line D o r F Vadj line E or G Vadj line F or H Vadj line G r V above r V above r V above r= V above r- V above r= V above r- V above r- V above 0.13 1st lev V 1.18 0.19 1st lev V 1.18 1st lev V 1st lev V 1st lev V 1st lev V 1st lev V 1st lev V s Sum V 1.18 s Sum V 1.18 Sum V Sum V Sum V Sum V Sum V Sum V Base % S/W % SAN % Sm % S/W % SAN % SAN % S/W % Sm Lev el Seg WIft R M O TM Seg WIft RM OTM Seg W /ft RM OTM Seg W /ft RM OTM Seg W/ ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Se _ RM OTM g W/ft Vadj line B Vadj line A or C Vadj line B or D Vadj line C or E Vadj line D o r F Vadj line E or G Vadj line F or H Vadj line G r= V above r- V above r V above r- V above r- V above r- V above r- V above r- V above Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V l '1N3vgnooa 3Hl =10 JllmnIO 3Hl Oi ana SI II 30IION SIHI NHH, NV310 SS31 SI 3MMA SIHI NI 1N3vYnooa 3Hl =1I :30IION Shear Wall and Hold Down Requirements Page 7 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: MAY 5, 05 Firm: Double Arch Design Job: TRAVERSE BAY CONFECT. By: Kurt Dittmar Q04.21W Construction Design Software Line 7 I Line 2 Line 3 1 Line 4 Line 5 Line 6 Line 7 Line 8 Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). MAXimum required Hold Down HD T e selected from Hold -down and all Strap Schedule on Pa a 11. 2nd HD HD HD HD HD HD HD HD Level _Seg Uplift _ Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg_ Uplift_ Type =11Va11 :... Auri:- V (plf) V (plf) V (plf) V (plf) V (plf) V (plf) V (plf) V (plf) Back : ::` _ _ W _ W WIA W_le_ WIA WI A WIA and Ri ht Ext. Walls _ WIA _ Detail @ Rf 2 & Ext Wl NA Roof Uplift from Side to _ Side Winds resisted b Left _ _ U _ lift If Rf 2 @ Ext WI Uplift 1st HD HD HD HD HD HD HD HD Level Seg_ Uplift Type Seg Uplift Type Seg Uplift Type Seg_ Uplift Type Se g _Uplift Type Seg Uplift ape Seg Uplift Type Seg_ U Ip ift Type a 508 a 508 K Y� G - 7'`L V (plf) 74 V (plf) 74 V (plf) V (plf) V (plf) V (plf) V (plf) V (plf) WIA DW WIA DW WIA WIA WI A WIA W WIA Roof Uplift from Side to Side Winds resisted by Left and Right Ext. Walls Uplift (plf) Rf 1 @ Ext WI 210 Uplift Detail @ Rf 1 & Ext WI A V Straps/Hold-Downs must run continuous down throw h the Wall below to the Foundation. If no Wall below; be to Beams, sized for Hold -Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift_ Type Seg Uplift Type Seg Uplift Type Seg Uplift T�►pe Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type V (plf) V (plf) V (plo V (plf) V (plo V (plo V (plf) V (plo WIA WIA WIA WIA WIA WIA WIA WIA Shear per Linear Foot (V (plQ) = Sum of Shear at that Line & Level (Sum V) ! Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth) :: =: MAXimum required Shear Wall Construction or Shear Frame for Wall Type Symbol is selected from Shear Wall Schedule on Page 11. '11NI3Wncloo 3H130 A1mnp 3H1 Ol 3n(3 SI ii 30IION SIHl NVH.1 NV310 SS31 SI 31114"3 SIHl NI 1N3Wf1000 3H1 Al :30110N. Shear Wall and Hold Down Requirements Page 8 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: MAY 5, 05 Firm: Double Arch Design Job: TRAVERSE BAY CONFECT. By: Kurt Dittmar Q04.21W Construction Design Software Line A ILine B ILine C I Line D Line E Line F Line G Line H Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). MAXimum required Hold D own HD T e se lected from Hold -down and all Strap Schedule on Pa a 1 2nd HD HD HD HD HD HD HD HD Level Seg Uplift _Type S� Uplift ape Seg Uplift _Type Seg Uplift Type Seg Uplift Type Seg_t� lift Type Sew Uplift Type Seg_ Uplift _ — ype .lj ... .to :. "- V (Plo V (Pif) V (plf) V (plf) V (plf) V (plf) V (plf) V (Plf) WIe Wle WIe WIe WIe WIe WIe WIe Roof Uplift from Front to Back Winds resisted b U lift(plo Rf 2 P Ext Wl Uplift Detail @ Rf 2 & Ext WI NA Front and Back Ext. Walls 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 NA 1 238 Seg Uplift Type . Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg_ Uplift Type - - 113 324 V (plf) 29 V (plf) 44 V (plf) V (plf) V (plf) V (A V (plf) V (plf) WIe OW Wte DW WIe WIe WIe WIe WIe WIe Roof Uplift from Front to Back Winds resisted by Front and Back Ext. Walls Uplift(plf) Rf 1 @ Ext WI 87 Uplift Detail @ Rf 1 & Ext WI e U Straps/Hold-Downs must run continuous down rough the Wall below to the Foundation. If no Wall below; tie to Beams, sized for Hold -Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg_ Uplift Type Seg_, Uplift Type Seq Uplift_ TYpee V (plf) V (plf) V (plf) V (Plf) V (plf) V (plf) V (plf) V (plf) WIe WIe WIe WIe WIe WIe WIe Wle : =: Shear per Linear Foot (V (plo) = Sum of Shear at that Line & Level (Sum V) / Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth) :: MAXimum required Shear Wall Construction or Shear Frame for Wall Type Symbol is selected fiom Shear Wall Schedule on Page 11. '1N3Wft�Oa 31-11 :10 AllIVnt) 31-11 Oi ana St li 3MON SIHl - NVHj W3�0 SS31 SI 3WV U:1 SIHl NI 1N3wn000 3Hl AI :30IlON _ : CollectorlTie & Diaphragm Loads, Lines 1 -8 Page 9 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: MAY 5, 05 Firm: Double Arch Design Job: TRAVERSE BAY CONFECT. By: Kurt Dittmar Q04.21W Construction Design Software Line 1 1 Line 2 1 Line 3 1 Line 4 Line 5 1 Line 6 Line 7 1 Line 8 Seg C/T Load (back) - max. load on the Collector Me between this and Seg above. CIT Type - min. adequate Collector/Tie. Seg beg - feet Seg begins front of Quad Line. front - CIT load at front side of the front most Se ment. Shear - the averse Diaphragm Shear lonq the Line. IF *Gap" appears correct Line C/T discontinuity. 2nd C/T Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg Roof Seg back Type _b_ Seg back Type be Seg back Type beg Seg back Type beg Seg back Type beg Seg_ back Type bed Seg back Type beg Seg_ back Type beg - From Frorft to:' :: ::: front front front front front front front _ — _ front :Back;::. Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph IRf Diaph Rf Diaph 1 Rf CIT Load CIT Sec CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Se C/T Load CIT Seg CIT Load C/T Se C/T Load C/T Seg 2 FI _ Seg back Type_ b Seg_ back Type b Seg back Type beg Seg back Type be Seg back Type be Seg back Type be Seg back Type be Seg back Type beg . fro nt 22 NA front 22 NA front front front front front front Shear(plf) 72 Shear(plf) 72 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Diaph A R6 Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph FI Diaph e ? FI Diaph e ? FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph 1st CIT Load CIT Se CIT Load C/T Seg CIT Load C/T Seg CIT Load CIT Se CIT Load CIT Seg CIT Load Cfr Seg C/T Load C/T Seg C/T Load CIT Seg Floor Seg back Type .. b eg Seg back Type beg Seg back Type beg Seg back Type be Seg back Type be Seg back Type b Seg back Type b Seg back Type bed front front front front front front front front Shear(plf) 4 _ Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph If Rf or FI Diaph return "block ? ", load values are higher than the dia hra m capacity. Change to blocked diaphragm or fastener Option 10 or add Shear Wall 3or4 J '1N3WtlaOa 31-11 =110 Ap 3H1 Ol 3na SI li 30IION SIH1 Nbri- i�-HVM3 SS31 SI 3Wd2i� SIHl NI 1NavYnooa 3Hl �I :3011ON Collector/Tie & Diaphragm Loads, Lines A - Page 10 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: MAY 5, 05 Firm: Double Arch Design Job: TRAVERSE BAY CONFECT. By: Kurt Dittmar Q04.21W Construction Design Software Line A I Line B I Line C I Line D Line E I Line F Line G Line H Seg CIT Load (left) - max. load on the Collector Me between this and Seg to left. CIT Type - min. adequate Collector/Tie. Seg beg - feet Seg begins right of Quad Line. ri ht - C/T load at ri ht side of the right most Se ment. Shear - the avers a Diaphragm Shear lonq t Line If "Gap" a opears correct Line CIT discontinuity. 2nd CIr Load CIT Seg CIT Load CIT Sec CIT Load CIT Seg CIT Load CIT Sec UT Load UT Seg Crr Load CIT Seg UT Load CIT Seg CIT Load Crr Seg Roof Seg left _Type I�eg Seg left Type beg Seg left Type beg Seg left Type be Seg left Type _be Seg _left Type be Seg left Type be Seg left Type beg 1iVa11:: . �t:ines�: From:: :Side ;: right right right - -- - -- ri g h t -- — ri - - -- -- right- -- - - -- ri g h t - - -- ... - right--- - -- :Side.::: _ Shear(plf) - - - -- - Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Diaph Rf Dia h Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph 1 Rf CIT Load CIT Sec CIT Load CIT Seg UT Load CIT Seg CIT Load UT Seg UT Load CIT Seg CIT Load CIT Seg CIT Load CIT Sec CIT Load CIT Seg 2 F! S_eg left Ty b e Seg left Type be Seg left Type beg Seg_ left Type be Seg left Type be Seg __ left Type be Seg left Type be Seg left Type beg 1 1 221 NA 8 113 91 NA 35 right right- right ri ght - - - right right -- - - - -- Shear(plf) 29 Shear(plf) 29 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Diaph A R6 Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph FI Diaph ? FI Diaph e ? FI Diaph Ft Diaph FI Diaph FI Diaph FI Diaph FI Diaph 1st CIT Load CIT Sec CIT Load CIT Seg CIT Load Crr Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Sec CIr Load CIT Seg Floor Seg left Typ b eg Seg left Type beg Seg left Type beg Seg left Type be Seg left Type beg Seg_ _ left Type be g Seg left Type beg Seg_ left Type beg ri g h t -- - right - -- - - - - ri g h t -- - — - righ -- - - - ri ght -- - -- - right - - - right - — - - - Shear(plf) - - - Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) = FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph If Rf or FI Diaph return "block ?" toad values are higher than the dia hra rn cap Change to blocked diaphragm or fastener Option 10 or add Shear Wall 3or4 Food Processor License Application Final Check List 1. Reviewed Enclosed rules and regulations: FILE copy 2. Completed application form. ; ✓ 3. Completed Attachment A — SANITATION SC DOLE. +� 4. Completed Attachments B — INGREDIENTIPROCESSING INFORMATION 5. Completed Attachment C — FLOOR PLAN 6. Completed Attachment D — LABEL INFORMATION �7. Completed Attachment E — WATER SUPPLY TYPE & TESTING REQUIREMENTS. A1,k. S. Enclosed documentation verifying a potable (drinkable) water supply system (if required under Attachment E for your type of food processing operation). , A- 9. Documentation attached from a Process Authority if "product testing" is required. AA • 10. Proof of registration/certification with the Food & Drug Administration for low -acid and acidified foods. Low -acid and acidified foods present potential serious health hazards and . are subject to regulations specified in Title 21 of the Code of Federal Regulations, Parts 113 & 114. ��- 11. If you checked Low Acid Canning, do you have a person certified to supervise the operation of the retort? a ~6 12. If ou checked Acidified Foods, do y ou have a Y y person certified in acidified foods to supervise the processing? tJsk. 13. If handling or processing a seafood product have you reviewed or do you fall under the seafood HACCP requirements as outlined in Title 21 Part 123 — Fish $ Fishery Products? ❑ Yes ❑ No. If yes, do you have a Seafood HACCP (Hazard Analysis & Critical Control Point) Plan completed? p Yes ❑ No Forward application and attachments with a check or money order to: Department of Agriculture Food Safety Program P.O. Box 42591 Olympia, WA 98504 -2591 Please note that the processing time from the receipt of your application to the time of an inspection can take 4 — 6 weeks. it will take longer if you do not complete and attach all the documentation required for licensing. Include additional sheets as necessary. Upon receipt of the application and review by the Olympia office, a local Food Safety Officer will contact you at the phone number provided on your application. If you have any questions that cannot be answered by the information provided in this packet, please call the Olympia Food Safety Office at 360 -902 -1876. APPLICATION ATTACHMENTS A — E 1 Z �}- W D UO W W �U- w U. =W Z �O W Do U O co O F-- WW O Z U= O Z OFFICE USE ONLY N ISSUED LICENSE NO. Washington state Deperunent of Agriculture Food Safely. Animal Health & Consumer Servioes PO Box 42591 Olympia WA 98504 -2591 (380) 902 -1876 CASHIER USE ONLY APPLICATION FOR FOOD PROCESSING PLANT LICENSE Please tvna or nrint cleartv UCENSE EXPIRATION DATE: JUNE 30 FIRM NAME: T I &AW4 3 6 CG '0� CT'+ � t PL PHYSICAL ANT LOCATION: r : $"A# �� !( APPUCAI, N.VrE 1T ,� , ! 0 2 tN 4 wsre�,� MAILING ADDRESS: '� b Q,S �vusc 94 ( L4)* T � q gt g8 I— MKL.VLA 1 UA r l' Q l gg NAME OF: INOWNER D MANAGER L llhMA TELEPHONE NUMBER 1 2� Oa` `� COUNTY ('r`nl �r Firm operates as: $500,001 to $1, 000, 000 ........ ............................... ❑ Individual ❑ Partnership ❑ Cooperative OCorporation ❑ LLC List name and address of all partners and/or officers below: NAME TITLE ADDRESS (Include City, State, Ep Code) r� . >o� t•c.t /mss T '' At 550.00 Greater than $10, 000, 000 ........ ............................... $ 825.00 If firm is out of state, provide name and address of individual residing in Washington State who is authorized to receive and accept service of summons and legal notice. Name: /vim Address: Type of food(s) processed: 6 &*Kser f (!Zco /444c_ APPLICANT STATEMENT 1 certify that the above information is correct and that the fee enclosed corresponds to the estimated gross annual sales for the initial license period. Signa Applit Title: FEE SCHEDULE* If gross annual sales are: The license fee Is: $0 to $50, 000 ........ ............................... $ 55.00 $50,001 to $500, 000 ........ ............................... $ 110.00 $500,001 to $1, 000, 000 ........ ............................... $ 720.00 $ 1, 000,00 1 to $5, 000. 000 ............... ........................$ 385.00 $5,000,001 to $10, 000, 000 ............... ........................ $ 550.00 Greater than $10, 000, 000 ........ ............................... $ 825.00 AGR 425-209ON (R11104) Date: REMITTANCE The license fee is determined by estimating the gross annual sales for the initial license period. TOTAL LICENSE FEE REMITTANCE: $ 9.2 6 . 0 - 0 Checks returned by the bank will be charged a handling fee of $25.00. (RC W 62A.3.515(a) and 62A.3.520) ity Z Z �w aa JU UO W= S2 LL w 9Q Cl �. w z HO Z �5 U� ON oI.- W U- O •Z W 0 O Z ATTACHMENT B: Intended Type of Process Type of product(s) to be processed: Type of processing (circle appropriate processes) 1. Acidified - Picklina Foods A. Acidifying (Adding vinegar, citric acid to a low acid food) B. Pickling by Natural Fermentation 2. Acidified - Condiments. Vineries A. Vegetables B. Vinegar (only if other products added) C. Salsa (shelf stable) D. Dressings E. Sauces (Bar -B-Q, etc.) 3. Acidified — Low Acid Canned Foods A. Low Acid Food (vegetables, mushrooms, fish, etc.) 1) Retortable Pouches 2) Rigid Metal Cans 3) Other (describe) B. High Acid Food (Fruit, tomatoes) 4. Baking 5. Blending, Dry Mixing 6. Candy Making 7. Coffee/ Tea Roaster 8. Flour Grinding/Milling 9. Fruit Processing A. Freezing B. Dehydrating, drying C. Cider, juice, processing D. Jams, jellies, syrups, sauce APPLICATION ATTACHMENTS A — E 3 NOTE: Low Acid and "Low -acid food" means: Food with a pH greater than 4.6. (canned fish, vegetables) and water activity greater than 0.85. Acidified Food - means: A low -acid food do which acid or add foods are added to attain a finished pH at or below 4.6.(picides) Unless an analysis shows otherwise, WSDA considers sauce, dressing, and salsa products low -acid or acidified foods. Low -acid and addified foods present potential serious health hazards and are subject to regulations specified in Title 21 of the Code of Federal Regulations, Parts 113 and 114. The Federal Drug Administration (FDA) requires processors of Low -acid and addified foods to: • Register with the FDA; (no later than 10 days after first engaging in the manufacture, processing or paddng of Acidified Foods or Low Add Canned Foods.) • File scheduled processes for each product and container size; Receive appropriate training from an FDA approved processing school; Maintain specific processing records; and Use equipment that meets certain requirements. r ti Regional FDA Office FDA Center for Food Safety P.O. Box 3012 and Applied Nutrition 22201 23rd Drive SE LACF Registration HFS -618 Bothell, WA 98021 -4421 200 "C" Street SW (425) 486 -8788 Washington, DC 20204 (202) 205 -5282 Z Z �w D 00 , Co 0 w= J F-, U) LL w LL rn d =w z f .. t— O. Z E-- w w U0 co off w �O .. z w O z J, i Type of processing (cinde appropriate processes) Continued: 10. Ice Maker o 11. Pasta Manufacturing if } 12. Rabbit / Poultry Butchering '{ 13. Refrigerated Products A. Salsa B. Salad Dressing `! C. Ready to eat products D. Other. 14. Salad Manufacturer A. Cut Green B. Coleslaw, Potato, Macaroni, . C. Seafood 15. Sandwich Making (If more than 3% raw or 2% cooked meat by volume in finished USDA) 16. Seafood A. Butchering B. Freezing C. Processing 17. Smoking (fish, seafood) A. Hot Smoke 1 B. Cold Smoke ! C. Vacuum Packaged (Does your label contain a statement "Keep less ") 18. Snack Foods i s 19. Soft Drink Bottler 20. Soup Making 21. Dry Mix 21. Liquid 21. Tofu Manufacturing 22. Vegetable Processing A. Freezing B. Dehydrating, drying C. Juice processing 23. Water Bottling 23. Other (exulain) i APPLICATION ATTACHMENTS A — E 4 contact Z �a �w 2: u�l D moo CO) =' J.� CO)LL w LL ¢ C = w ., p' Z P'. w w o F-' W W' 2U L uj Z, U CO O 'Y Attachment E Water Supply Testing Requirements TVD9 91 wate system City Municipal u Well Spring u Other Private Water Supply u Answer the following It you are using Well, Spring or other private water supply To determine the water supply testing requirements for your facility, please complete this questionnaire and refer to the requirements on the following pages: Questions YE NO 1. Do you process bottled water or Ice at your facility? If YES, your facility must comply with the Group A Water System requirements (See2A page 9). If you process bottled water, your facility must also meet specifications outlined in Title 21 CFR, Part 129. 9 If NO, go to question no. 2. } 2. is any of your facility's water supplied from a well, spring, or other private water system? If YES, go to question no. 3. If NO, there are no special testing requirements (See 1 ► page g). 3. Does your business employ 25 or more people each day for 60 or more days per year? If YES, your processing facility meets definition for Group A Water System (See Answer 2A- page 9). If NO, go to question no. 4. 4. Is your processing facility located at your single - family residence, where you employ only Immediate family members? 7M 0 ZA FUA -f If YES, you must have your water analyzed before a processing license can be issued (See 2C- page 9). If NO, your processing facility meets the definition for a Group B Water System (See 2B - page 9). See next page for Inorganic chemical and physical characteristic water analysis requirements. APPLICATION ATTACHMENTS A - E 8 z �z w w W D UO CO W= f-. Co U . w O ai D i- _ Z z o. w UJ Do U N. = U. - O �i Z o� Z Eastern Washington Regional Office West 1500 Fourth Avenue Suite 305 Spokane, WA 99204 Phone: (509) 456 -2457 Fax: (509) 456 -2997 Northwest Washington Regional Office 1511 Third Avenue, Suite 719 Mail Stop K17 -12 Seattle, WA 98101 Phone: (206) 4647670 Fax: (206) 464 -7059 Southwest Washington Regional Office 2411 Pacific Avenue P.O. Box 47823 Olympia, WA 985047823 Phone: (360) 6642657 Fax: (360) 664 -8058 Note: Bottled water processors must also meet requirements of the Good Manufacturing Practices for Bottled Water (Title 21 CFR, Part 129). APPLICATION ATTACHMENTS A — E 9 Attachment E cont.. WATER SUPPLY AND TESTING REQUIREMENTS z Your water supply must meet the State ppy Department of Health (DOH) requirements for potable ;� w water. If you are on a public water supply (city or municipal water supply or water association), g it meets these requirements. If you are using a well or other private water supply you must 's meet the State Department of Health (DOH) requirements for a Gawp A or Group B water 0 0 system, (the A or B type will depend on the number of employees and how many days you w operate). A single family food processor using a private water system with no outside w� � >; employees must meet equivalent water testing requirements required under WSDA. These requirements are further defined below by system type: W o (VCity, Community, and Other Municipal Water Systems: a Except for bottled water and ice processors, food processors on any of these water do NOT U Cl) D supply systems m need to test their water supply If you process Mottled water or w ice, see 2A. z 2A. Bottled water / ice processors OR food processors with water supplied from a z O well, spring, or other private water system that employ 25 or more people each day for 60 or more days per year: D N. These processing facilities must comply with the Washington State Department of Health's ~ Group A Water System requirements. Contact the Department of Health Division of Drinking 2 v LU Water for approval of the water system. Written approval from the Department of Health �- } ✓ Division of Drinking Water is required before a food processor license can be issued. z, U= Washington State Department of Health Division of Drinking Water Contacts: } Z Eastern Washington Regional Office West 1500 Fourth Avenue Suite 305 Spokane, WA 99204 Phone: (509) 456 -2457 Fax: (509) 456 -2997 Northwest Washington Regional Office 1511 Third Avenue, Suite 719 Mail Stop K17 -12 Seattle, WA 98101 Phone: (206) 4647670 Fax: (206) 464 -7059 Southwest Washington Regional Office 2411 Pacific Avenue P.O. Box 47823 Olympia, WA 985047823 Phone: (360) 6642657 Fax: (360) 664 -8058 Note: Bottled water processors must also meet requirements of the Good Manufacturing Practices for Bottled Water (Title 21 CFR, Part 129). APPLICATION ATTACHMENTS A — E 9 AUL Attachment E cont.. 213. Food processors with water supplied from a well, spring, or other private water system that employs less than 25 people each day (other than immediate family members) AND/OR operate for less than 60 days per year. These processing facilities meet the Washington State Department of Health's definition of a Group B Water System Contact the Department of Health Division of Drinking Water or the County Health Department for approval of the water system. Written approval from the Department of Health Division of Drinking Water or the County Health Department is required before a food processor license can be issued. See "Contacts" listed above or the County Heath Department Roster provided in the Application Packet Appendix. 2C. Food processors with water supplied from a well, spring, or other private water system that operate in a single-family residence and only employ immediate family members: The water systems for these food processing facilities are regulated by the Department of Agriculture and must meet the Department of Health's Group B requirements for a satisfactory bacteriological analysis. These food processors must submit a recent (within one month) satisfactory bacterial analysis report for their water supply before a processor license can be issued and every 12 months thereafter. See next page for bacteriological water analysis requirements. If the water is used as an ingredient in the processed product see 2D below. 2D. Water from a private wafter system used as an ingredient in processed food: If a food processor uses water as an ingredient in their food processing, the water supply must also meet the Department of Health's Group B inorganic chemical and physical requirements for potable water. This includes water used in brine and glazing solutions or water used to reconstitute concentrates or dehydrated products. These food processors are required to submit a recent (within one month) satisfactory inorganic chemical and physical analysis report for their water supply before a food Qrocessor's license can be issued. A satisfactory Nitrate analysis is also Mguired every three years thereafter See page after questionnaire on water supply for Inorganic chemical and physical characteristic water analysis requirements. APPLICATION ATTACHMENTS A — E 10 Z �_-- w oC � D U0 CO o co w J X co �. w O. LL a =W z� zo �o U ;o N: W Mo U- ui O ~. Z y I Physical Characteristics If the water is used as an ingredient in the processed food a satisfactory Physical characteristic analysis is required prior to licensing After initial satisfactory analysis, the Department of Health determines the monitoring frequency on a case -by -case basis. Substance MCL Turbid' 1-0 NTU Color 15 color units Hardness No MCL estabished Specft Condue ivi 700 umhostcm ToW Dissolved Solids 500 rnglL Attachment E cont.. Bacteriological Water samples taken for bacteriological analysis must be sampled from the furthest end of the water distribution system. The Maximum Contaminant Level (MCL) for coliform is the presence of coliform in the water sample (WAC 246 -291 -320). A satisfactory bacteriological water analysis is required prior to licensing and every 12 months thereafter. Inorganic Chemical Water samples taken for inorganic chemical analysis (primary and secondary chemicals) must be collected at the water source or well field before treatment Review tables below for the Maximum Contaminant Levels (MCLs) allowed for each primary and secondary chemical (WAC 246- 291 -330). K the water Is used as an ingredient In the processed food, a satisfactory Inorganic chemical water analysis is required prior to licensing. Primary Chemic Secondary Chemicals Substance Primary chemical MCLs (mglL) Antimon 0.006 Arsenic 0.05 Barium 2.0 Beryl lium 0.004 Cadmium 0.005 Chromium 0.1 Cyankle 0.2 Fluoride 4.0 0.002 Nickel 0.1 Nitrite 1.0 seterrium 0.05 Sodium I no MCL established Thalpum 1 0.002 Substance Secondary chemical MCLs (mglL) ChWde 250.0 Fluoride 2.0 Iron 0.3 Manganese 0.05 Silver 0.1 sulfate 250.0 Zinc 5.0 Nitrate The Maximum Contaminant Level for Nitrate is 10.0 mg/L. A satisfactory nitrate water analysis is required prior to licensing and every three years thereafter ..J I A satisfactory water analysis is required before licensing and according to the monitoring frequency thereafter, as noted above. APPLICATION ATTACHMENTS A — E 11 z u 4 l � U 0 wLU CO U- 0 u_ Nd = W ~_ ZO LLJ 2 � U� ON o� WW H U u. ~O .. z W U= O ~. z ATTACHMENT A Sanitation Schedule APPLICATION ATTACHMENTS A - E 2 N 5028 Wilson Ave South Seattle, WA 98118...206 - 725-0099 Farx..206- 722-0196 f•ich((Dtrnverseh m�corn f eet io iS. co112 SANITATION SCHEDULE 1. Hobart 60 qt. mixer/ Cleaned daily after use and run through the dishwasher. 2. Cookie King depositor/ Cleaned daily after use and run through the dishwasher. 3. Polin Oven/ Outside wiped down daily and cleaned monthly. 4. Walk-in/ Straighten daily and wiped down weekly, making sure to clean fans and blowers. Compressor needs to be blown out quarterly. 5. Dough Boy Wrapping machine/ Cleaned daily after use. 6. Cookie sheeter/ Cleaned daily after use. 7. Counter tops/ Cleaned daily. Hand sink, mop sink, and dish area to be cleaned daily. 8. Floors/ Swept and mopped daily. 9. Spatulas, and pallet knives run through dishwasher daily after use. 10. Spatulas and pallet knives put away on magnet strips or on hangers. 11. Chocolate machines wiped down daily. 12. Air Conditioners cleaned monthly with the filters being wiped out. 13. Restrooms cleaned weekly making sure to replenish hand soap, paper towels, and toilet tissue.\ 14. Please note cleaning is to be done with warm water and 1 T of bleach per gallon of water. 15. Surface walls to be cleaned monthly. Z W u� D . JU 00 CO 0 w W U.. w O. 7- � 9J U. j N �w z� !-- O w w. 2 5 U� N O —. D I-- w W �U ui z U= Z ' LUU;-" a I 1 i i ATTACHMENT B (continued) INGREDIENTIPROCESSING INFORMATION INSTRUCTIONS: (MUST BE TYPED) Attach additional sheets as needed. Provide the following information for each type of product you intend to process (for example: Cookies, Bread, Jam, Juice, etc.) 1) A flow diagram of each step of the process and a complete ingredient list for each product. 2) Include in your flow diagram time and temperatures the product stays at for each step of the process. Include process details: Receiving List all Ingredients — include the source of supplier. Indicate how they are received such as frozen, refrigerated, or as dry goods. Storage Frozen, refrigerated or room temperature. Processing Describe basic preparation. Include a general flow chart or diagram. Packaging Describe packaging details such as bulk pack or retail size, and type of packaging. Distribution Frozen, refrigerated, dry goods or combination and type of transportation. When processing potentially hazardous food products including Low Acid Canned Food (LACE) or acidified products, you are required to provide written documentation from a "Processing Authority' for each process prior to licensing. For example, pickled vegetables, pickles, barbecue sauce, mustard, condiments, bakery products in a modified atmosphere package (MAP), seafood (canned, glass jars or MAP pouches), jerky products, salsas, sauces, vinegar with added ingredients, oils with added ingredients should all be reviewed for shelf stability. Documentation from a "Processing Authority" is not required if product(s) are "Keep Refrigerated' only products. APPLICATION ATTACHMENTS A — E z Z : 2 u� D UO wo W =.. J � w LL Q cn = c� �. w t-- O. z� 2 fi U 0. ON ' D 1- wW u. O ..z Z ,:.: ' , , ..., ... :, .� • .: ,., : . s,�_.. � s .�1 .eau �. . . r , „ �:��; 8.i <,i.�M ^r.., �s,...%.r y.+.s, i ivu:...a�.:l,iii,' :,t::,a:d'.LwLy L.l .,.aC: 4d y.i:..,. i,.n•n:.aay:: �• .:�'A1'� :'t'Sr: �. Affilk i i i ATTACHMENT B INGREDIENT/ PROCESSING INFORMATION 1.Receiving: See attachment 2.Storage: See attachment 3.Processing: See flowchart 4.Packaging: Cookies are placed in food grade plastic trays and a high oxygen grade film is placed over the cookies. Chocolate is placed in heat sealed bags. Weight on cookies is 6.5o& and chocolate is 7oz. 5.Distribution: Daring cool months the coolies and chocolate are shipped UPS or LTL during warm months the chocolate is shipped in thermoses or refrigerated track. z Z �w U OCR: N cn w: J = U-; w O D i d. �w � :Z �- o". OS-, 0 H W W H V U- ! LL! Z U N ' OF Z Caramel Apple Bark - Raw Products Inaredients Units Amount Cost Received /Storage Extended Cost Supplier White Appeals # 2 1.198 dry 2.40 Bakemark Milk Chocolate # 50 1.801 dry 90.05 Bakemark Walnuts Diced Apples # # 1.5 2.5 2.700 13.000 dry 4.05 Bakemark Apple Powder # 0.75 13.743 dry dry 32.50 10.31 Van Drunen Van Drunen Caramel Powder # 0.75 8.90 dry 6.68 FONA Bark oz. 912 145.98 Bark oz. 1 0.16 Bag 1 1.16 Procedures: 1. Temper white chocolate 2. Temper milk chocolate 3. Place a piece of parchment paper on each sheet pan 4. Spread chocolate 1/8 "over parchment paper and sprinkle with apple pieces 5. Drizzle with white chocolate 6. Break in pices and place in bags French Apple Crisp Cookies - Raw Product Ingredients Units Amount Cost Received /Storage Extended Cost Surlier Unsalted Butter # 10 2.00 refrigerate 20.00 Bakemark Confectioners Sugar # 5 0.37 dry 1.86 Bakemark Honey # 2 1.20 dry 2.40 Bakemark Pastry Flour # 11.5 0.18 dry 2.06 Bakemark Buttermilk Powder # 0.35 1.49 dry 0.52 Bakemark Salt T 3.3 0.07 dry 0.23 Bakemark Oatmeal # 2.5 0.31 dry 0.77 Bakemark Apple Durarome # 0.75 14.74 dry 11.06 FONA Freeze Dried Apple Pieces # 1.25 14.3U dry 17.88 Van Drunen Cinnamon Ground # 0.6 0.71 dry 0.43 Majestic Spice Allspice Ground # 0.2 3.25 dry 0.65 Majestic Spice 6.5 oz Cookies Bag 82 57.8460 6.5 oz Cookies Bag 1 0.7054 PROCEDURES: 1. Mix butter, sugar on speed three for 5 minutes 2. Add all remaining ingredients and mix on-speed 3 for 5 minutes 3. Remove dough and run through the depositor Oink d UQ 0 0 o� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR'fiHAN THE DOCUMENT. THIS NOTICE IT IS DUE TO THE QUALITY OF ATTACHMENT C: (USE IN Floor Plan Please sketch the floor plan of your operation. Include the location of sinks, floor drains (if needed), placement of equipment, doors, restroom(s). Please indicate approximate dimensions of building and rooms. APPLICATION ATTACHMENTS A — E 6 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAkTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ATTACHMENT D PROPOSED LABELING PROVIDE A TYPED PROPOSED LABEL FOR EACH TYPE OF PRODUCT you intend to process. Place below or attach a copy of the TYPED proposed label to this sheet. Your label must Include the following: 1. Name of Product — The common or usual name of the product must be prominently displayed such as "Pickled Asparagus". 2. Manufacturer and/or Distributor Name & Address - Full business name and address must appear on the label. Required information must include your business name, address (street or a P. O. Box), City, State and Zip Code. If your business address is listed in the current phone directory then the street or P. O. Box may be omitted from the label. We recommend that you include your phone, fax or web information if desired. 3. Net weight - Both English and metric values are required. Example: 12 FL oz (355ml). 4.. Ingredlents — Each ingredient and any sub - component of that ingredient must be listed in descending order of predominance by weight. When a processed food ingredient is fabricated from two or more ingredients then the sub - components must be listed in parenthesis after the ingredient For example: If butter (which is a multi - component product) is an added ingredient to your product you will list Butter (cream, salt, annatto). If flour or other types of flours such as unbleached flour are listed as an ingredient it should be listed as Wheat flour or unbleached wheat flour on your ingredient statement. Please be advised that due to their serious nature all allergens must be identified, such as: Wheat, peanuts, milk, eggs, tree nuts, soybeans, fish, crustacea (crab, shrimp, lobster), sulfites, yellow dye #5 oo SM00tb, creamy white cbocolate blended with natural raspberry flavor then drizzled with decadent milk chocolate. NET Wr. 7oz (19f3GRAMS) APP Co 00 Z o` c � 0 voa o 0 vc�o�. O U v r4 N u O d cq ai u d u .N W�� vv�•C C > u W H N Y 00 H I o • O N l(1 M 7. t' Raspberry Bark aediets: Whits confection Mtear. Partially *oRmWd palm KOMI Oil, COCOA Bdtff, mrst Milk Cream Whey. Mono aid Dielviceride. N Lecithin, Pun Vaills), MILK CHOCOLATE upr, CocoaBuWr, Mile Chocolate Liquor, Soy icithin, Vni11s). Natural rssobary flavor. and Mberry Dims. This Produdrs Made In A cility 7hd Also Processes Peapts and Other Nut oducts. Place Store Between 62deg F nd 72deg TRAwRay. AAV cONf+RrTIONS sr. ITT W A 9 8118 w � ww.trewarwbaycoaTictions.com z Z �W 2 0 JU 00 N (n W J � C0 W W I ? � =W z� t O z �- W5 U O - o F- Ww U- 0 z W U= O z Z H i� D JU UO UO Cl) ui J = CO LL w O: LLQ Cl) D = d �W Z F- O Z F- LU w U� O - 0 F-- LU =U u. O Z W U= O Z 0�� 03 -03 -2006 RICHARD ANDERSON 5028 WILSON AV S SEATTLE, WA 98118 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RR: Permit Ivo. 1105 -164 1025 INDUSTRY DR TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. Z Z �U U to 0 to UJ J f- S2 LL wO 9-J U. to V Z O W gy U O - � H W W S O tll Z CO) Z If such determination is made, the Building Code does allow the Building Official to approve a one or more extension of time for additiona perios not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04/25/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ±ifetarshall, Permit Technician xc: Permit File No. D05 -164 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i r REGE @M Double Arch Design Kurt Dittmar, architect DEVELOP " 14815 Chain Lake Rd, suite D Monroe, WA 98272 tel 360- 805 -9293 r ow z ;3: z �w JU 0 N 0: J � N U. w LL Q CO a = w Z �.. t-O z �- w 2: Do 0 o �- w W: LL O W z U CO O ~` Z r O = City of Tukwila Steven M. Mullet, Mayor J: 1 Q• • W •. r N'• = Department of Community Development Steve Lancaster, Director 1908 July 6, 2005 Richard Anderson 5028 Wilson Avenue S Seattle, WA 98118 RE: CORRECTION LETTER #3 Development Permit Application Number D05 -164 Traverse Bay Confections —1025 Industry Dr Dear Mr. Anderson: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throuuh the mail or by a messen -ger service. If you have any questions, please contact me at (206) 433 -7165. S' cerely, � Y Brenda Holt i Permit Coordinator encl xc: File No. DOS -164 i PAplanning %rend,005 -164 — correction Itr k3.doc bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 Z �Z w UO Cj) J = F- �w w LL U � = E .. w Z 1— O Z F-- w W , DU O N. o � W w . u- O W Z O f " Z Building Division Review Memo Date: July 5, 2005 Project Name: Traverse bay Confections Permit #: D05 -164 Plan Review: Allen Johannessen, Plans Examiner A follow -up Building Division plan review has been conducted on the subject permit applications. Only one item of concern remains. Please address the following comment with revised plans, specifications and/or other applicable documentation. J. 1. The revised plans show the addition of a freestanding wall supporting the ceiling adjacent to the parry wall. This has now created a fee standing room that does not meet code requirements for conventional wall bracing every 25 feet for seismic design category (D) (IBC 2308.12.4). Provide details with notes that show a brace wall panel distributed along the brace wall line to qualify wall bracing for the room or provide an engineered method for bracing. 4 f Should there be questions concerning the above requirements, contact the Building Division at 206431 -3670. No further comments at this time. 1 i I z w: u� D . UO CO o. V) W. W =: J �. DLL W O LL I d. F- _ F- 0 z F- w �5 U� O U D F- : W U LL ~; - O: fii z. UN H =. O ~. Z Ap- V i . M June 20, 2005 ; C h t l of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Richard Anderson 5028 Wilson Avenue South Seattle, Washington 98118 RE: CORRECTION LETTER #2 Development Permit Application Number D05 -164 Traverse Bay Confections —1025 Industry Drive Dear Richard: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time, the Building, Public Works and Fire Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. Z w w 2 JU UO N Lu CO LL. WO 9: 1L d +a + Z� 1— O Z l'— UJ 5. �p O co , o I— w U- .. Z W co O I- Z El In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Correctionslrevisions must be made its person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefani pencer Permit Technician encl xc: File No. D05 -164 TALinks\Docs \D05- 164\D05 -164 - Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: June 16, 2005 Project Name: Traverse Bay Confections Permit #: D05 -164 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The proposed ceiling over the Food Prep Area page (3) shows a ceiling ledger connection to the existing assumed firewall. The concern is whether the prescribed method for attaching the ledger is sufficient to withstand lateral loads especially if the assumed wood wall framing is metal studs. Provide details with calculations that qualify the proposed lag -bolts are sufficient or provide another method of attaching the ledger to withstand lateral and vertical loads for the combined ceiling framing, sheathing and fixture loads. Include in the details a reference that show how the integrity of the existing firewall shall remain in tact. 2 In addition to the ledger mentioned in item (1), the plan detail shows joist hangers prescribed. Primarily the hangers provide support for vertical loads. Specify the type of hangers intended for the ceiling joist. Show how the ceiling framing shall effectively connect at the wall ledger and support lateral force loads. Should there be questions concerning the above requirements, contact the Building Division at 206A31- 3670. No further comments at this time. • Page 1 Z i� Z �W QQ JU L) 0 Cl) o. CO J �- S2 LL WO J W= CO a =W � �o Z �- 2 5: U o N, 0 H-. W w . 60 iii Z U =, o� Z p = i W ®fit 1908 May 26, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Richard Anderson 5028 Wilson Avenue South Seattle, WA 98118 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -164 1025 Industry Drive — Traverse Bay Confections Dear Richard: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the = attached memo. i Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. t In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. i If you have any questions, please contact me at (206) 433 -7165. i Sincerely, 1 Stefania pencer Permit Technician encl xc: File No. D05 -164 sks Page 1 T:\Links \Docs \D05- 164\D05 -164 - Correction Letter #1.DOC 05/26/2005 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Z �Z D _3 L) U N UJ J �LL W O LL to D = F . w Z t•- ' F- O wR �5 U� O N o t—. wW —O W Z co O Z al , Building Division Review Memo Date: May 25, 2005 Project Name: Traverse Bay Confections Permit #: D05 -164 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 Provide a plan detail that shows appliances intended for use in the kitchen. In addition, the details shall show kitchen hoods, hood shafts with details that meet 2003 IMC code requirements for location and installation. A mechanical permit is required for kitchen hoods, shafts, vents and fans. 2 Page (3) A and B Section details show a "Non Storage Ceiling ". Show on the plan indicating that signage shall be posted to say "No Storage Permitted over ceiling ". Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. Z W D UO CO LU moo. J = LL wO LLQ CO = = d Z =. F- z0 2 5, U 0. CO o E-- w U. ~O LLI Z O ~ Z 5028 Wilson Ave South Seattle, WA 98118...206 -725 -0099 Fax..206 -722 -0196 rich(&tra verseba i!confectiars. com May 14th, 2005 Dear Mike, This is an official letter asking for permission not to install a grease interceptor. Traverse Bay Confections is a small gourmet confections company. We make a line of cookies and chocolates. 1 realize your concern with the grease from the cookies and chocolate. The products we manufacture are very clean and there is minimal waste that would go down a drain. I will numerically detail our operations along with presenting pictures. It is our goal to gain a "reprieve" from having to install a grease trap. Your time and cooperation are greatly appreciated. 1. Our cookies are all natural the only fat product is butter which does not spread out of the cookies. 2. Our cookies are baked on parchment paper. The paper is discarded after every baking. 3. We manufacture one type of cookie a day using the same mixing bowl and depositor until the end of the day when the excess dough is scraped and added to later batches. The amount of waste is very minimal as is shown in the pictures. 4. The sheet pans are not washed. The paper is changed out for production. 5. We do not manufacture chocolate. 6 We buy chocolate and mix and temper the chocolate. The chocolate operation is completely self contained. The machines deposit chocolate into molds or on parchment lined sheet pans. There is no waste . 7. We will be willing to do monthly testing for one year. Again thank you for your time and I look forward to hearing from you. Sincerely, RECEIVED CITY OF TUKWILA Richard Anderson President MAY 16 2005 PERMIT CENTER Z 'r- W � JU U0 Cl) Cl W W NLL w LLQ Cl) D = a �- _ Z1-- z o- UJ U� O CO o H- w U- tli Z O Z �_asti n e L ire PLAN R7&Y94x6Wf1NG SLIP ACTIVITY NUMBER D05 -164 DATE: 7 -11-05 PROJECT NAME TRAVERSE BAY CONFECTIONS SITE ADDRESS 1025 INDUSTRY DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Issued DEPARTMENTS: Building Division 56 Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-12-05 Complete 1� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 8-9-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28 -02 .� _r ..a..; 1..i�,..�. ..3vt:.z, ui•..�'� ::� `��tir��»tti ,. '� 'i �a Yx`, ue � r ,.a ;, ;� ' "C >4r .. �1" 1u:.U` xr�vtw� � �� =.. •: 7+'' `i "�ti�` ��.��i � �i �' 'ws' EA�lfniw�wa 3 +�N l�: ' ya;�'i: '.y z Z �w QQ JU UO (1) D J f- CO L w U. a cl) = F- w z WO �5 U rn o�- wW F- F- U- O w z U= F- z PLAN REVIEWiI�UU l SLIP ACTIVITY NUMBER D05 -164 DATE 6 -28 -05 PROJECT NAME TRAVERSE BAY CONFECTIONS SITE ADDRESS 1025 INDUSTRY DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS:, Bu I Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6-30-0 Complete F� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 7 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: _ Documents /routing sllp.doc 2 -28 -02 i' z �w e� D JU UO U CO Lu LLI_ S2 U. w LLQ S� = f .. w Z Wo �5 U� O (D o �- wW L O W U= O F- z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -164 DATE: 06 -09 -05 PROJECT NAME: TRAVERSE BAY CONFECTIONS SITE ADDRESS: 1025 INDUSTRY DRIVE Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision #_after /before permit is issued DEPART EN 1 AV � Bull i g Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -14 -05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: El APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: ❑ No further Review Required DATE: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 6 - dS� Departments issued corrections: Bldg X Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 07 -12 -05 Not Approved (attach comments) Documents/routing slip.doc PERMIT C O O R D COPY 2.28.02 z Z �w QQ JU UO CO Lu J = F- CO w w� �a_j U. C = w F _ _ z F- o z�_ w 25 U O CO) OH w W . F-F- LL O. W z CO O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -164 DATE: 05 -16 -05 PROJECT NAME: TRAVERSE BAY CONFECTIONS SITE ADDRESS: 1025 INDUSTRY DRIVE X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTME TS: 11 M � 'fI MIA AA Wivis i n Fire Prevention ] Plahnin Division n99 Public y_1 1A s I M © C. ., Structural ❑ Permit Coordinator +o 111,It K - ��_n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -17 -05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R UTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS DUE DATE: 06 -1 4 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documentstrouting siip.doc 2.28.02 z J_ Z '~ w �g �U UO N CO W J H D) LL w J CO D =w Z� F- O LLJ Z F— U� O- 0 F- wW �F_ �6 W z U= z Jul 07 06 01.37p 2061 7)?2 01w� p.3 r" Ci of Tukwila Stevcn .4f. ,19111tet, Mayor Department of Cbinmwnitv Development Steve Lancaster, Dirc aw 6300 5outltcenter Brulewird, Suite t-M TIkwila, Washington 99189 Pnone:206-431 -3670 Fax: 206- 431 -366_ 'Web c.ite: ht1C•:. /��rwx��r ;1a.vva REVISION SUBMITTAL Revision subnritluls ncrest he submitted in person the Permit Center. Reri: :ions will not be accepted through t the mall, fru, etc. _ Date: ` ✓ Plan Cheek/Perrnie Number: D05- ❑ Response to Incomplete Letter # _ Response to Correction Leper ❑ Revision # -- after Permit is Issued ❑ Revision requested by a City Building brspector or Plans Examiner i i i i t i t i Project;N 'ume: TRAVERS I3AY CONFEC Pxaj6ct Address: 10 Industry Dri ve__________ Contact .Person: Richard Anderson _ ---J 'hone Number: Summary of Revision: Z " Z, �QQ W WD .J U 00 CO 0 J = F- CO LL WO CO d = W ? t— F- O Z F- LU 5 U0 O CO 0 F-. W LIJ MU O" W Z U CO O H-. Z RECEIVED PERMIT CENTER Sheet Number(s): "Cloud" or high eight it urercc cry revistri�: i ?tcludin� date r�rNrisirrrt Received at the Citi• of Tukwila Permit Center by: X Entered in Permits Plus on li�nlic�tr on's irras•u oTuitans on;uie evision s i — tn - �! ::rated: 8.1 ?•�QGA R: v►scil: i raverse Bay t,onfe-cAlons 1100 � REVISION SUBMITTAL City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /tivtivnv.ci.tukwila.wa.its Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. R eviSlons will not be accepted through the mail, fax, etc. Date: % Plan Checlk/Permit Number D05 -164 ❑ Response to Incomplete Letter # ® Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Traverse Bav Confections Project Address 1025 Industry Drive Contact Person: Richard Anderson Phone Number: e t t Summary of Revision: 4e im,- r a FlEe u C ITY OF TUK'JVILA PER.m eENTEP. Sheet Number(s): "Cloud" or highlight all areas of revision including btrof revision Received at the City of Tukwila Permit Center by: /1 Entered in Permits Plus on Z. Z w Q � W U U 0 Cl) = N LL w O. LLQ U� = F .. w z F- 0 Z F- w U� 1O N o t-- w W u' O. w z U_ O z pplications orms- applications on line evision submittal Created: 8 -13 -2004 Revised: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Di, -ector 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //wtivw.ci. tulnvila. wa. trs REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Ab Plan Check/Permit Number D05 -164 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name TRAVERSE BAY CONFECTIONS Project Address 1025 INDUSTRY DRIVE Contact Person Richard Anderson Phone Number: Summary of Revision: _ LL (i(f� RECENED oily DE 111KVA1 A PERMITCENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: SJ 5 [ Y Entered in Permits Plus on d r pplications orms- applications on line e-vision submittal Created: 8 -13 -2004 Revised: z �Z `~ w J U UO ND J H CO LL WO LL Q N =W z� z O I—: w Ua O cn o �-. W - a w z U= O z Non - Residential '� Department of Sewer Use Certification O Natural Resources and Parks King County (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or Questions regarding the capacity charge or this form should be referred to residential customer equivalent for a period of fifteen years. The purpose of King County's Wastewater Treatment Division at (206) 684 -1740. the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) At AetrLCf (t�Vr`r'Z Property Street Address i IV of r'�/ 4 39 - City, State, ZIP Property Tax ID # 262** - 1 907 Party to be Billed (if different from owner) /Party's Mailing Address: City or Sewer District l Date of Connection Side Sewer Permit Owner's Phone Number ( 7-0( ,, ) '?)-r 00 "7 1 1 or Owner's Mailing Address (if different from above) !g'o 3 L_i 4ay-3 A-4, S . 5e. � , c.•4 d78 [ 18 Property Contact Phone # ( ) Demolition of pre - existing building? O Yes No Type of building demolished Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. or Fixtures Total Fixture units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, t GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 1 6 3 Water closet, tank or valve, >1.6 GPF 1 8 4 Total Fixture Units L� Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of2 Units = RCE C. Total Residential Customer Equivalents: (add A & B) A +� B � RECEIVED CITY OF TUKWILA MAY 16 2005 OP CEfAMP (. RCE bo s ap �b I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a ised capacity charge. i--� AN Signature of Owner/ Representative B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: v Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day _ RCE 187 Al Print Name of Owner/ n Representative ' Date S� O 1056 (Rev. 1/03) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer ®rte • ? vyap h'%:' t' �f' h��' 7+ �k, TM¢` l":+ ryw. r,. Pf rrd�l' crt; u.' S{` fiaS+ �trtnt' C� :i�,�fi+31+Px^ts_ +.:w.�..,7:n.;* ors!*•,.; ...µ...r.,«,� :....,, ,...,...... , A f� Z ��- Z a , W QQ� JU UO to U) 1111 W H N LL WO } J U_ Q co = CJ �W Z H I-- O w �5 U� to o ff W W F_P U- O W Z U= O Z Look Up a Contractor, Electrici.> ,or Plumber License Detail 0 Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DESTEE *044LN Licensee Name DESTEFANO ENTERPRISES Licensee Type CONSTRUCTION CONTRACTOR U BI 601644456 Ind. Ins. Account Id Received Date Business Type INDIVIDUAL Address 1 PO BOX 68 Address 2 1 City MONROE _ County SNOHOMISH State WA Zip 98272 Phone 8002764958 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/15/1996 Expiration Date 8/24/2006 Suspend Date Separation Date Parent Company Previous License DESTEC *055MR Next License Associated License Page 1 of 2 Business Owner Information t i Name Role Effective Date Expiration Date DESTEFANO, THOMAS OWNER 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 CBIC P01109 08/24/2001 Until Cancelled 1 1 $12,000.00 08/24/2001 #2 CBIC P01109 05/01/1996 08/24/2001 $6,000.00 #1 CBIC P00040 07/14/1995 07/14/1996 06/25/1996 $4,000.00 Z �Z '~ W UO NO W= J F. N W W O 9Q to W ' ZX l— O 2 1-- U� O CO) o F— WW HF- O. 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A '1 f) r F% FIN" [) 1 '41 G +.! , 7 - T TOILET ELEVATIONS I � - j'�I� 0 • OrL I I PAEl R DiSPEVAP Gk AB FAR 1 T T— CD r 4 L 7 L .0p �� �' - - T t 2 4 11 Y li E)C N L r T ION UN-r[),� :_ R - SINK DRAiN F rv\ IITRJF A r") �j kA R, T OK FOUAL 4 E E; PF C\ s VIE n • -b r C X* J r G 100, lb c F c or 0 L 4L • Ir A 4 L_ A SECTION A& 4, ----------- _j - - - - - - - - - - - - - - RE MAX "01LET ROOM ACCESSIBLE 0 c I 7t4RE5H(lo TS ATI DOOR j 303 .3 AN W-f'Pf r% C 'qpiA";/4' r c— SMOOT►i, mARL) E L) E E P NON ABSORHAN I r Sltih M Ax M I M SURF ACE — T C4 N 7 S, FL USH CONTRO/ - mtjSl BE ON R N N ABS F� S( - ;Rt A �31 00 E V 4 A I 1 cy L 0 0 F C S CL f A r". A i s '\\ 1 • � � � � � - y , � � /� �. 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A 11 '1 Rj C r I. * AL T ;) ; AR' A! 4- 6019 9 A SHAT L W Ni ;IN S i R E APP 1, A I ION 0%; 2 50 k; H SW A(% I R t 5 S OF 2 t) 0 A! - C SNP _ AR = ORCE IN ; A�'F.Nf R 7;7 )e 0 Aj) D TE N SIL F V OP i ;-. ;N < <,`, ENE R OF DIW T 2 J e ;'OR C L P : jJ15 T HE V A v M ( - ;Mt TO FR--)M , * _S — - OAD SHk L BE -E'-*) T-AN A, . 0*4,SLi 6CH L.C)Puf, 9• ' 'Wf_c % I• AS"tls* R 044 SUP;.'ORTIN6 S7RUCT-JRE GP 'T I T BF FPFF AF i?A.R W) A�4v A .i ACF% *k SHAL, OF A Y C OR 4 O -LiWN']p EDGFr• SHALL HAVE A IAN RADIUS OF/ GRA6 84RI; SHAT NC' R(jTATF WllrilN TrIEA FiTTING", AV AT "IR:F '- F'O: PiPE.":, ANC) SURfACFS HOT OoATE14 SUPPLY ANO DRAJN PIPES UNDE4 AvA`0Rle_'.:, SHALL BF IN-;JLATUD OR :)THFR*ISF CCVFRf*Lr) N C - S► ,ARP OR ABRAS- WT SJRcA JN0FR _A%A7 C 5 7 DOOR MAW ES AN' PLUWSINC, Fi)i'rjRr'_'_�, SH-kL HAVE LEVER ")Q ()I" , EP SHAPE C>FQWT 4')PERA'l()N E?y WRIST OR ARM p u '43H T GR ASPING 'i; AND *H DIES Nk ,,T REQ %. FIVE POUND FORCE MAX T OPERA7c__ rALjCETS AND F!JSHI VAL VES 8 EX,T DOOP To E)( 7,P RIOR Tl,,_�, HAVE $3 5 POUNO OPENING c MAXIMUM Q PROVIDE SIGNAGE AT PX7ERIOR OF' * Al. t- NE AR DOOR THAT C( - IF S AiTH THE fNTFRNA7 SrMROL OF AC ',' CESSASIL I (ANC) WWITH TAC TACT LETTERING) Lm IPEC SWED 7197 197 REGIS CT C T T T 13JZ 1) J T T MA fl? OF A UFWASH 0 1 BljE D 0 L ARCII I _`� D I G N v— t 7 — %gp *A ta i - 4 6( 1 *v&'R A V F Rzz F B CON FECT110% _S % % 9,18e, 7 QF 290" Xkf%t t W- — 3k V. i,k K31 I 7t4RE5H(lo TS ATI DOOR Sf ' 303 .3 AN W-f'Pf A "HAJ'v C 4Ev4 IS GW ATFIR 'qpiA";/4' PP',.I[A A W-.1. l,F i 0-o(TiCk H,_ MAX 2 i 1`3 Sk)RF C)OR A I Tj•Ll 7 ROOM GRk-1 BAW AIN , SE'_ C>t - •' 9 .)V bAr< UiAME 'Lk�, ' 1V4 2 Ak W f, ARAN" l' TO wti . A 11 '1 Rj C r I. * AL T ;) ; AR' A! 4- 6019 9 A SHAT L W Ni ;IN S i R E APP 1, A I ION 0%; 2 50 k; H SW A(% I R t 5 S OF 2 t) 0 A! - C SNP _ AR = ORCE IN ; A�'F.Nf R 7;7 )e 0 Aj) D TE N SIL F V OP i ;-. ;N < <,`, ENE R OF DIW T 2 J e ;'OR C L P : jJ15 T HE V A v M ( - ;Mt TO FR--)M , * _S — - OAD SHk L BE -E'-*) T-AN A, . 0*4,SLi 6CH L.C)Puf, 9• ' 'Wf_c % I• AS"tls* R 044 SUP;.'ORTIN6 S7RUCT-JRE GP 'T I T BF FPFF AF i?A.R W) A�4v A .i ACF% *k SHAL, OF A Y C OR 4 O -LiWN']p EDGFr• SHALL HAVE A IAN RADIUS OF/ GRA6 84RI; SHAT NC' R(jTATF WllrilN TrIEA FiTTING", AV AT "IR:F '- F'O: PiPE.":, ANC) SURfACFS HOT OoATE14 SUPPLY ANO DRAJN PIPES UNDE4 AvA`0Rle_'.:, SHALL BF IN-;JLATUD OR :)THFR*ISF CCVFRf*Lr) N C - S► ,ARP OR ABRAS- WT SJRcA JN0FR _A%A7 C 5 7 DOOR MAW ES AN' PLUWSINC, Fi)i'rjRr'_'_�, SH-kL HAVE LEVER ")Q ()I" , EP SHAPE C>FQWT 4')PERA'l()N E?y WRIST OR ARM p u '43H T GR ASPING 'i; AND *H DIES Nk ,,T REQ %. FIVE POUND FORCE MAX T OPERA7c__ rALjCETS AND F!JSHI VAL VES 8 EX,T DOOP To E)( 7,P RIOR Tl,,_�, HAVE $3 5 POUNO OPENING c MAXIMUM Q PROVIDE SIGNAGE AT PX7ERIOR OF' * Al. t- NE AR DOOR THAT C( - IF S AiTH THE fNTFRNA7 SrMROL OF AC ',' CESSASIL I (ANC) WWITH TAC TACT LETTERING) Lm IPEC SWED 7197 197 REGIS CT C T T T 13JZ 1) J T T MA fl? OF A UFWASH 0 1 BljE D 0 L ARCII I _`� D I G N v— t 7 — %gp *A ta i - 4 6( 1 *v&'R A V F Rzz F B CON FECT110% _S % % 9,18e, 7 QF 290" Xkf%t t W- — 3k V. i,k K31 C, r4b C, I G E N F R AI_ IN01 I F S : ',h''JI:� )1� - ;lE Pt WOOn INP; X - U). PAN; 10 Akt' ("I i- N � 1 K', I A A` 'I I )( ".A ioN A-, F �)Ot /00 101's" - R T 0 C ON' R 4i ' 'J- I- %. Ok ("ANt 'NIERNA k t t)iN,.; , Ni ()� V� rani' IF A.' T jR! AN­ AN() A`) AM N cat A, ORk);N-'�N, t StI �24 IC SiZj 11L IN' I A­ LtIt) 1% E L 0 AL VFRIF Al ­ ON Sill DIIVIEN-)'IONS A,% % TI- ALI Vv,'Ot- I WOOD CC)P..NF- iON- At ` u 1-� A C L C; N 1 USE A C Ai 0k lAti r Q ;B�-' ');Yl N- 0% 6 GLIB -LAM LRF. AkAS. D',X!0 FIR (K!LN DRTD) Ai? S P E C, ANS 24+ V4 F I 00i ------- ---------- -- I ., ' 00.0 0 DISPLAY Aj S! 4VP t. A IT S AL GE 1 C, N C. ".-IF 1 - " -, i " : 0 ,4' T F y". R w to; "-4 t I L Pt WOOn INP; X - U). PAN; 10 R AT 0 N sv- f R S: 61 3 6 T v 2 4 N L F L T.A, 2304 Y Vi O'C k PC!0 D!APHKA"V- 10 r-1 NAI! FD PF R I AP 2104 9 ' 14H4 FOUNDATION PLAN: 4 HE AR A,A, N --,"ON R A, 10S T 0 CON' OR11 A" r !ON '305 2 IS TH '%-- 0 N R --'. R'F Ft'-) N H VFRIF Al ­ ON Sill DIIVIEN-)'IONS A,% % TI- ALI Vv,'Ot- I WOOD CC)P..NF- iON- At ` u 1-� A C L C; N 1 USE A C Ai 0k lAti r Q ;B�-' ');Yl N- 0% 6 GLIB -LAM LRF. AkAS. D',X!0 FIR (K!LN DRTD) Ai? S P E C, ANS 24+ V4 iIAN '! L � V F R jti ' N; (2 L 24- !Fh ' 00.0 0 DISPLAY Aj S! 4VP CoN -,ACT 7 PR0'v0F Lti AL! W") 0 C' I N, C 0 N ;N' !CA 7 t1 ON C7 T L PRE 1 R Mt I ) TREATELI. �I 1()p E X S E W e A 4 R 10 R R F 4-�� R 0 A ,0 -7 F . - 'U N' Ar: r! 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Ek-4- STJ'L)' ANO PLAF�F;��CC N 2 - 8d r 1 N `-) 0: A I ION" SHAi ,..)I "F R VA�10R P R R! F 1. X 8 SHEATHING OR LESS TO _BEARING. FIIACENAIL 2-8d "A� F A F AM E SPRF A0 RA NOT FO, FX 25 2 WJ T 1" X 8' SHEATHiNC v LESS 3 80 [ I 1 0 1 1 C.- A BE AR i, N1,,7. FACE NAi AN:­� A S-WJK� - UN`)111v N')T I FX-7HD 45(0j P�R U ST AN;' kIR T", 8 NAJL EACH LAYER I Od 4. IRI I I L I (P G R1 1F RS & BF AMS, 2- t- UMBt* R 32" 0 C A TOP AND E107 7 QM AND 'STAGC;FRF!" 2-10 ', A' LNDS ANIL) A ' LA SPLICE 7' PL ANK S d QnOc RAFTERS TC RIDGE. VAS LEA OR HIP TOENAIL 4 -16d -P FACENAIL 3-16d RAF jF -j TIF� TO RAF TFPC; FACENAIL 3-8d 126. WD ST R%- TURAL PANEL-S AND PAR-T!CLEK'W' Su8F _.,_ROO AND - $HEATHtNQ (TO FR--WING'- ANC LESS 0 3 60 OR 5 ENERGY NOTES: .. __ --- 7 7­1 4 __ _ . l : '17 F, 7. INSULATE SERVICE NATER PlIP-N." TO R 3 8d 5 CC 5Q�FI N R A.fkAENT (7 V F R AMIN AND JSS 60 DDES ORMED SHANK R 8,d CO 8c . 8 d T 0 F R AM I N 2- PANE, SIDING Sc - 2 - 8 - F! 8 E R g J SHE AT�I!iN6 -72- No. 11 gp $3 6d 71 SE-`, S(' F F 4'�S. N -:3c F -D;j�- T -V. JOfS ML 0SIL No. —18 4 Fi k j E FIX'r,-)RE ' - kNi"' PAR` "'N S T ', p 9 No.% 9 0 R A. NE L'N 4 d I L cp OF 3 - NAILIN A TtOL[ O 04 .9. G SCHEDULE: 1 2 0 0 3 1 R �. BUILDING SECTION: CO"CTION NOTE T BRIL IN TO jOi�!, !-1'1',IAJL b ---- . / LRY 61- IN,,k-ji AT ION RF01J1RE.Mk;N1-, At, AS Fot.LO)&­:� L 7: JOIST. rAC' NV N AIL . i Ft :� ? f0 J6 6'f OR _rAPOE"k, [I AN rAr-T' d 7 L - ",L - AT7 " JU117T (A -- 41 E Nc Na—k TOP PLArE TO STJQ FNC NAII ................. 16,3 S 1 1.11) L A7 F - OP 2 AR 9 L io coub. E L) A jQd A' &L ..� TOP P: P ATE�i. LAP L. k- E S - W­� - T TF RS N fff� 1. S - ­ ---- , ­ Y - 6 - 11 R� OrKi ife R;V 6. 0 c. T6 jl5iST T ;"cNAJL - - A - - 1 L - — TE - RSE C ACE N%JL I 6�, TN 'Y4 Fi--- P L I i i j , � ( .)p[ I' I wo P rF�; W/ 1 1 2 ' SPA( - - E R OR 16 0 7 -0N' 1NiIt1 f, i4f TWIL) PIC ('1 ALONG Lk. EDGE T j PLA'F, IOLNAII 3 -8 o J JLNAiL 4 - 8d L JO!Sr�� �SO TR PWTTITT?,S�N­ Aj — t OOSC Fjj N`jjI ATION SO4 COMP!. KP`�-Y V-H PAR"i t I RAF 10�C -A 3 10A _ PSC if iT 1209 �- W -`4 ' S rR p AJIN 119 .19 RA TER - C� P_A'E. TQLNA,L 2 160 20 1­ B�ACE T - j . Ek-4- STJ'L)' ANO PLAF�F;��CC N 2 - 8d r 1 N `-) 0: A I ION" SHAi ,..)I "F R VA�10R P R R! F 1. X 8 SHEATHING OR LESS TO _BEARING. FIIACENAIL 2-8d "A� F A F AM E SPRF A0 RA NOT FO, FX 25 2 WJ T 1" X 8' SHEATHiNC v LESS 3 80 [ I 1 0 1 1 C.- A BE AR i, N1,,7. FACE NAi AN:­� A S-WJK� - UN`)111v N')T I FX-7HD 45(0j P�R U ST AN;' kIR T", 8 NAJL EACH LAYER I Od 4. IRI I I L I (P G R1 1F RS & BF AMS, 2- t- UMBt* R 32" 0 C A TOP AND E107 7 QM AND 'STAGC;FRF!" 2-10 ', A' LNDS ANIL) A ' LA SPLICE 7' PL ANK S d QnOc RAFTERS TC RIDGE. VAS LEA OR HIP TOENAIL 4 -16d -P FACENAIL 3-16d RAF jF -j TIF� TO RAF TFPC; FACENAIL 3-8d 126. WD ST R%- TURAL PANEL-S AND PAR-T!CLEK'W' Su8F _.,_ROO AND - $HEATHtNQ (TO FR--WING'- ANC LESS 0 3 60 OR 5 ENERGY NOTES: .. __ --- 7 7­1 4 __ _ . l : '17 F, 7. INSULATE SERVICE NATER PlIP-N." TO R 3 8d 5 CC 5Q�FI N R A.fkAENT (7 V F R AMIN AND JSS 60 DDES ORMED SHANK R 8,d CO 8c . 8 d T 0 F R AM I N 2- PANE, SIDING Sc - 2 - 8 - F! 8 E R g J SHE AT�I!iN6 -72- No. 11 gp $3 6d 71 SE-`, S(' F F 4'�S. N -:3c F -D;j�- T -V. JOfS ML 0SIL No. —18 4 Fi k j E FIX'r,-)RE ' - kNi"' PAR` "'N S T ', p 9 No.% 9 0 R A. NE L'N 4 d File: D05 -0164 35mm D rawing #1 pr i . EXISTING GAS LINE ENTRANCE "293 FA -06 N .360 7 4586 - ALTERIskTION KITCHEN NOODS SHALL COMKY MTN C ON AVE 9 ONO BeTIONS Sky ..IMC 2003 SEC 506, 507. W8 -FLOOR PLAN 'TYPE 'HOOD SHALL BE WSTALLED OVER DISHWASHER SYSTEM 11-011 SCALE:' EXCEPT WHERE- HEAT AND WATO VAPOR EXHAMT SYSTEMS TUKWILLA vTA ARE SWIPLIED BY THE APPLM& MMWACtURER AND gales ARE INSTALLED PER MANW., 50712 IMC' TYPE•IN= AT OVENS-WWN PROD GREASE OR SMSMOKE --DAT .0 REVISION' UAT THEET qw J7 P� T O, 1 1 1 , 1 ITI It tj Inch I_ ... 1/16 PROJEC 7 II�IILI�LIII�II�I�. IL ILI: IIII�IIII�III _L�.Llll�llll��ill.l.�l �. �' •.''�, � ` "- ` ' J, 0 LIIII �lLI ILLLII�III!_ �!! lI�LLJIILII , �I_i.l.l�hl:lI�LIILI I 111111 II IIIIIi F File: D05 -0164 35mm Drawing #2 F' 'Y U O 0 U Z ' N ' W .O J T INN N 220 110 3r -6" 220 . 3 PHASE SCRPTIVE LWHTING PER 5EC §2A NITC EN• — NEM CLASS B OVEN UNLIMITED FIXTURES/ ENERGY WHEN USING FOOD PRDDE!!q A COMMERCIAL - ` TWO LAMP(BULB) , NOWLEWED..FLOUpIESCE NEW 11 /4" DIA GAS LINE FIXTURE WITH TYPE T -1, 7-2, T-4, T -5, T-A, T-81 2 -A RATED PER INTERNATIONAL. FUEL 2 LAWS AND ELECTRONIC BALLASTS VENT THROUGH WALL AT NON LENSED (SEE NOTE) EXISTMO 2 HR PARTY WAU CLM SAFETY LENSES ARE ALLOWED M FOOD O SURFACE MOUNTED FLUORESCENT O PREP. AREAS 0 SU 2 LAP, 40 WATT Va D 'L T N 220 110 3r -6" 220 . 3 PHASE NITC EN• — NEM CLASS B OVEN NEW OVEN FOOD PRDDE!!q A COMMERCIAL - ` FOOD PREP. NEW 11 /4" DIA GAS LINE TO OVEN 2 -A RATED PER INTERNATIONAL. FUEL 2 INTERNATIONAL MECHANIC VENT THROUGH WALL AT 10 FT ABV FIN. FLOOR C O FIRE' EXTING O S 0 Va D 5' J \ J O DOUBLE Sn AT DOOR OPWG 2X8 STUDS 1b 2 i Nw 220 t10 ' 220 110 ADJACENT TENENT SPACE ( VII •1 1 yD 220 110 8 FT HIGH WALL, 220 2-2X10 HD'R DOUBLE STUD AT DOOR OPNG 49 SQFT GROSS . tor• 2 -A RATED f-0/4" DIA 110 PROVIDE SPRROWERS TO NEW ROOM DISHWASH SYSTEM o - w, 12' 0" IDLE flRJSE PROVIDE MOISTURE PROOF SURFACES AT SINK AREA / � 2 J VENTLATIOM 15 CFM PER PERSON TAB.3-4 WSVXAO 10 PERSONS(MN PER TABLE) X 15 • 150 CFM EXHMIST TO EXTERIOR INTAKE OPEHIHGS SHALL BE 10 FEET FROM NOXIOUS OR HAZARDOUS CONTAMNMRTS NEW GAS LINE TO OVEN MOUNTED TO UNI"SWE OF CEILING 50 CFIi FANS 1 PANASONIC FV -07VO2 0.5 SOWS M• Or: VENT TO OUTSIDE TIST TH EXIST EXIST ACCESSORY OFFICE AREA 482 SOFT EXIT 1 NEW -:GAS LINE RISER !Y 0 •O Q CL 5+ . J tY O O M . Z) :J EXIST EXISTING GAS LINE ENTRANCE Y U IO 41Z 40 Q O 1 VERIFY ACCESSIBLE ROUT EXIST FIRE..EATING. _j D 0 uUP�13L�I 220' 1 2 -A RATED FIRE EXTING. VVV���YYY 110 A R H - - - - -.. G� AOJACEKT TENENT SPACE i(U •TYAR RT DIT 1 ARCHITECT ., 14815 CHAIN � AKE• RD' • `MD1JFt0E...MA . 98277 41 360- 805-9293 ' .. •, F�K.360= 963 -t 586 :.'`. .. PR0JQG7' ALTERATION: FOR KITCFEN SHALL COMPLY WI TH F L-O:O:R PL AN " VERSE 0 0NIF2 BAY R1C 2003 SEC SEC SOB, 507, SOB CON E9TION3 I' ' n 1025:,lNDU3TRY. D T 'HOOD SHALL BE INSTALLED OVER DISHWASHER SYSTEM SCALE• /4 D -0 1N RIKB EXCEPT WHERE' HEAT AND WATER VAPOR EXHAUST SYSTEMS TUi wu'LA ; WA ARE .SUPPLED BY TH IE APPLMN& MANUFACTURER AND 98188' ARE INSTALLED PER MANUF. 507.2.2 IMC HRC • TYPE•IHI000 AT OVENS pROb= GREASE OR SMOKE OAT •5-5 -0s 'REVISION` DATV 1- HEET 3 . (,) � 4t• 4 i 1 '' Inc 1/16 , '?I ° n. x. .. Inc , r a' I !' 5) I„ � 6I r "• } 1 i 1 � r r 4011 4>�rJr i k9r N p� . 1 •. �r I ! tl�1�fi:�y� I . C I �J I [� •. 7 1 I , I� ''1 ' . j !.J,.. f: y 1 I ./ Y I I �I V I I:� I✓ I ! �' F 1 I . �W . T .. Mx v. 1 tATi r - IIIIIII�IIIIIIILI�II • `� s y '''' z � W� III�ILI. I_ LIIII�LLIIIIIIl )IILIIII�IIIIJLLL�fi;l'lllllll� III IIII�IIIIIIIII�IIIIIIIII� I IIIIIIIIIIIIIII NITC EN• — NEM FOOD PRDDE!!q A 2 -A RATED 2 2 220 FIRE EXTNG. 1 2 -A RATED, C 1M 220 Ti0 FIRE' EXTING S 2 -2XIO HDIF DOUBLE Sn AT DOOR OPWG 2X8 STUDS 1b 16" OC ADJACENT TENENT SPACE ( VII •1 1 yD 220 110 8 FT HIGH WALL, 220 2-2X10 HD'R DOUBLE STUD AT DOOR OPNG 49 SQFT GROSS . tor• 2 -A RATED f-0/4" DIA 110 PROVIDE SPRROWERS TO NEW ROOM DISHWASH SYSTEM o - w, 12' 0" IDLE flRJSE PROVIDE MOISTURE PROOF SURFACES AT SINK AREA / � 2 J VENTLATIOM 15 CFM PER PERSON TAB.3-4 WSVXAO 10 PERSONS(MN PER TABLE) X 15 • 150 CFM EXHMIST TO EXTERIOR INTAKE OPEHIHGS SHALL BE 10 FEET FROM NOXIOUS OR HAZARDOUS CONTAMNMRTS NEW GAS LINE TO OVEN MOUNTED TO UNI"SWE OF CEILING 50 CFIi FANS 1 PANASONIC FV -07VO2 0.5 SOWS M• Or: VENT TO OUTSIDE TIST TH EXIST EXIST ACCESSORY OFFICE AREA 482 SOFT EXIT 1 NEW -:GAS LINE RISER !Y 0 •O Q CL 5+ . J tY O O M . Z) :J EXIST EXISTING GAS LINE ENTRANCE Y U IO 41Z 40 Q O 1 VERIFY ACCESSIBLE ROUT EXIST FIRE..EATING. _j D 0 uUP�13L�I 220' 1 2 -A RATED FIRE EXTING. VVV���YYY 110 A R H - - - - -.. G� AOJACEKT TENENT SPACE i(U •TYAR RT DIT 1 ARCHITECT ., 14815 CHAIN � AKE• RD' • `MD1JFt0E...MA . 98277 41 360- 805-9293 ' .. •, F�K.360= 963 -t 586 :.'`. .. PR0JQG7' ALTERATION: FOR KITCFEN SHALL COMPLY WI TH F L-O:O:R PL AN " VERSE 0 0NIF2 BAY R1C 2003 SEC SEC SOB, 507, SOB CON E9TION3 I' ' n 1025:,lNDU3TRY. D T 'HOOD SHALL BE INSTALLED OVER DISHWASHER SYSTEM SCALE• /4 D -0 1N RIKB EXCEPT WHERE' HEAT AND WATER VAPOR EXHAUST SYSTEMS TUi wu'LA ; WA ARE .SUPPLED BY TH IE APPLMN& MANUFACTURER AND 98188' ARE INSTALLED PER MANUF. 507.2.2 IMC HRC • TYPE•IHI000 AT OVENS pROb= GREASE OR SMOKE OAT •5-5 -0s 'REVISION` DATV 1- HEET 3 . (,) � 4t• 4 i 1 '' Inc 1/16 , '?I ° n. x. .. Inc , r a' I !' 5) I„ � 6I r "• } 1 i 1 � r r 4011 4>�rJr i k9r N p� . 1 •. �r I ! tl�1�fi:�y� I . C I �J I [� •. 7 1 I , I� ''1 ' . j !.J,.. f: y 1 I ./ Y I I �I V I I:� I✓ I ! �' F 1 I . �W . T .. Mx v. 1 tATi r - IIIIIII�IIIIIIILI�II • `� s y '''' z � W� III�ILI. I_ LIIII�LLIIIIIIl )IILIIII�IIIIJLLL�fi;l'lllllll� III IIII�IIIIIIIII�IIIIIIIII� I IIIIIIIIIIIIIII