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HomeMy WebLinkAboutPermit D06-410 - Famous Dave's Restaurant - Tenant ImprovementFAMOUS DAVE'S 17770 SOUTHCENTER R PY D06 -410 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: 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: / /www.cttukwila.wa.us 3523049005 17770 SOUTHCENTER FY TUKW FAMOUS DAVE'S RESTAURANT 17770 SOUTHCENTER PY , TUKWII,A WA MRK NORTHWEST 7690 SW MOHAWK ST , TUSALATIN OR 97062 Contact Person: Name: BILL PARETTA C/O AUSTINCINA ARCHITECTS Address: 12202 PACIFIC AV, STE C , TACOMA WA 98444 Phone: 253 531 -4300 DEVELOPMENT PERMIT Contractor: Name: WASHINGTON APPLETREE CONST LLC Address: 136 E SOUTH TEMPLE #1650 , SALT LAKE CITY UT 84111 Phone: 801532 -5108 Contractor License No: WASHIAC963K8 Permit Number: Issue Date: Permit Expires On: Expiration Date: 07/12/2008 Steven M. Mullet, Mayor Steve Lancaster Director D06 -410 01/31/2007 07/30/2007 DESCRIPTION OF WORK: MODIFY EXISTING CUCINA CUCINA RESTAURANT TO MEET FAMOUS DAVES RESTAURANT CORPORATE STANDARDS. INTERIOR IMPROVEMENTS AND COSMETIC UPGRADES TO EXTERIOR. PUBLIC WORKS ACTIVITIES INCLUDE: CURRENT REPORT FOR DOMESTIC RPPA, UPGRADE IRRIGATION DEDUCT METER TO AMR, AND INSTALL STORZ ON THE FDC. Value of Construction: $555,079.38 Type of Fire Protection: SPRINRLER/AFA Type of Construction: VB doc: IBC - 10 /06 Fees Collected: International Building Code Edition: Occupancy per IBC: * *continued on next page ** $7,487.90 2003 4 006410 Printed: 01 -31 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature I hereby certify that I have read an governing this work will be complie Print Name: 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: httn.• //www.ci.tukwila.wa.us Date: Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start mime: End Time: Permit Number: D06 -410 Issue Date: 01/31/2007 Permit Expires On: 07/30/2007 Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Steven M. Mullet, Mayor Steve Lancaster, Director permit and know the same to be true and correct. All provisions of law and ordinances er 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 construction or the rformanae of work. I am authorized to sign and obtain this development permit � D � Date: / 3 Jr D 7 TS u L . ( nn Al t A \Ai1 t-t 1 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 -10106 D06 -410 Printed: 01 -31 -2007 Parcel No.: 3523049005 Address: Suite No: Tenant: 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: / /www.ci.tukwila.wa.us 17770 SOUTHCENTER PY TUKW FAMOUS DAVE'S RESTAURANT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D06 -410 ISSUED 11/03/2006 01/31/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 8: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 8: Partition walls that are tied to the ceiling and all partitions greater than 8 feet in height shall be laterally braced to the building structure. 9: Readily accessible access to roof mounted equipment is required. 10: 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. 11: All food preparation establishments must have Seattle/Sing County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (208/296 - 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a net of plans approved by the agency on the job site. 12: All wood to remain in placed concrete shall be treated wood. 13: Masonry construction shall be special inspected. 14: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building doc: Cond -10/06 006 -410 Printed: 01 -31 -2007 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: / /www.cttukwila.wa.us inspector. No exception. 16: 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. 17: Manufacturers installation instructions shall be available on the job site at the time of inspection. 18: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 19: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 20: 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. 21: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 22: 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. 23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 24: 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). 25: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provision 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. 26: ** *FIRE DEPARTMENT CONDITIONS * ** 27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 28: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. «PC 906.3) (NFPA 10, 3-2.1) 29: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation 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 3.8 feet (1067 mm) above the floor. The clearance between the Boor 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) doc: Cond -10/06 D06-410 Printed: 01 -31 -2007 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: / /www.ci.tukwila.wa.us 30: 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) 31: 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 906.6) 32: 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 applicable 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) 33: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class X rated portable extinguisher. (IFC 904.11.5) 34: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire- extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) 38: All new automatic fire- extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 36: Doors shall swing in direction of egress travel where serving an occupant load of SO or more persons or a Group H occupancy. (IFC 1008.1.2) 37: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (1FC 1008.1.8.3 subsection 2.2) 38: Each door in a means of egress from an occupancy of Croup A or E having an occupant load of 100 or more and any occupancy of a Group H -1, H -2, H-3 or H-8 shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 39: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 40: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 41: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word EXIT' shall have letters having a width not less than 2 inches (61 mm) wide except the letter "P', and the minimum spacing between letters shall not be less than 0.378 inch (9.8 mm). Signs larger than the minimum established in section 1011.8.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT' shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.8.1) 42: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 doe: Cond -10 /06 D06 -410 Printed: 01-31-2007 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: / /www.ci.tukwila.wa.us minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1008.1, 1006.2, 1006.3) 43: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 44: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 45: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 46: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 47: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 80 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) 48: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 49: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (WC 104.2) 80: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 81: An electrical permit from the Washington State Department of Labor and Industries is required for this project. 52: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 83: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 54: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.8 inch (12.7mm). (IFC 805.1) 85: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2081) 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 87: These plans were reviewed by Inspector 811. If you have any questions, please call Tukwila Fire Prevention Bureau at doc: Cond -10/06 006-410 Printed: 01 -31 -2007 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: httn.• / /www.ci.tukwila.wa.us (206)578 -4407. 58: ** *PUBLIC WORMS DEPARTMENT CONDITIONS * ** 59: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 60: Prior to final inspection - Reference Domestic Water - Provide a current test report for the new Reduced Pressure Principal Assembly (RPPA). An RPPA was installed within the last two years under Public Works permit no. PWO5 -100. 61: Prior to final inspection - Reference to Fire System - Provide five (8) inch Locking Storz Caps on Fire Department Connection(s). Contact Fire Department to order material(s). 62: Prior to final inspection - Reference to Fire System - The fire Department Connection (FDC) shall have the dual siamese connection replaced with Stortz connection per City of Tukwila Detail WS-18 sheet 2 of 2. 63: Prior to final inspection - The irrigation deduct meter shall have an ECR -WP register that is compatible with the Serums Automatic Reading System. 64: Prior to final inspection - Owner /Appllicant shall provide a Non - Residential Sewer Use Certificate. * *continued on next page ** doc: Cond -10/06 006-410 Printed: 01 -31 -2007 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: / /www.ci.tukwila.wa.us 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 performance of work. Signature: Print Name: . ) Qnw.,tts n , P.n ItKLa Date: /` ^ doc: Cond -10/06 006-410 Printed: 01 -31 -2007 SITE LOCATION Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn: / /www. ci. tukw ila wa. us Company Name: ro b'G C YCQr/a Company Name: Ausidta Agrai/itcrs % Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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** ,,,��.�// King Co Assessor's Tax No.._7 Site Address: /1720 at % fftdfr. FMCC&%k7 Suite Number: Floor. Tenant Name: pA/ ftc)! flkvt S £P4S7A(J/Var New Tenant: Yes ❑..No Property Owners Name: Ail Ge, /AL CO/C/ atArnttf Mailing Address: t/'S4 /SAC MALL- SE t3P1/1vl.CC WA- 9AQrXo f state Zip City CONTACT PERSON - who do we contact when your permit is ready to be issued - .: _ rn. _ . Mailing Address: /it) PAG /f /G Ayr . t 4fo7G C. E-Mail Address: Lea rrl 0. L O�talt � iiNGV . 'att. GENERAL CONTRACTOR INFORMATION — : (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg S)) 't ' ay Telephone: 0.4.';• Sal- ylo0 rAcor/h- weir' gsy�y Ci State Zip Fax Number: (SS) A ?7 4 S ) Mailing Address: Tip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Expiration Date: Contractor Registration Number: state ARCHITECT OF RECORD us must be wet stamped by Architect of Record Mailing Address: /120..1 F Off C AVG . LIV/IL C Contact Person: ,QKd. PASZO ' --' E-Mail Address: bearre//da a daarh»cr is • AP •S• ri &YU ZIP Day Telephone: 0S9),4d / Fax Number: (5/) Ss7 -&cq?% ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: 14.4CCte alkM/C6f/A, Mailing Address: -I CC tine*/ syy MAil Sur ft i G O 1 �,,/.�'f„�M. Sung t lt* /€9t , Contact Person: MK/ V jSSGR n / 'I Day Telephoner t) /.)S • O$ /D m E-Mail Address: a V 2 V Rfd &/N ecoStls. £2P7' Fax Number; Q.tAppliadmeWom.- Appiiadom On Iim1/43-3006- Pan* Appdadoedoc Revised: 0.3006 Page I of 6 BUILDING PERMIT INFORMATION -206 -431 -3670 Existing Building Valuation: S Valuation of Project (contractor's bid price): S ),n) Scope of Work (please provide detailed information): Prat txi &'ad& COeuIA—g-JfAVithir lb titer fAHAU c4Vei aeSpitstAtir ee ►?r ■Ipidnbece . IdrtcIot jr,Pttoverf&7Y A0e natiltre, tne4'ti m arra . Will there be new rack storage? ❑ Yes taJ.. No If yes, a separate permit and plan submittal will be required. de All Building Areas in Square Footage Below Existing G fot. Interior Remodel 4 Jot .tf Addition to Existing Structure New Type of Construction per v - d Type'of Occupancy per IBC 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 1t): Floor area of principal dwelling: Floor area of 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? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 1131 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Cgt No If 'yes', attach list of materials and storage locations on a separate 8 4/2"x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Appuc.uaa\Fo,®- Mpuman. On urc3-2009 - Permit Application. doe Revised. 9-009 ba Page 2 of 6 PVBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): atria, Olefttc 1 t.rao%.c. addeeraIr rat, etisp a! Water District ,...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer Dist 'ct 13,...Tulcwila ❑...Va1Vue ❑...Sewer Use Certificate ❑...Sewer Availability Provided Proposed Activities (mark boxes that aoolv): ❑ ...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 ❑ ...Total Fill cubic yards cubic yards ❑ ...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 QAppliatiom\Foma- Applications 00 linet3 -2006 - Permit Applicationdoe Revised: 9 -2006 bh Call before you Dig: 1- 800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department Submitted with Application (mark boxes which appal): ❑ ...Civil Plans (Maximum Paper Size — 22" x34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size.. WON ❑ ...Water Only Meter Size WO ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public _ Private _ ❑ .. Right -of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Greases In ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size MJNANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑...Sewer ❑...Sewage Treatment Monthly Service Billingie; Name: Day Telephone: Mailing Address: City State Zip Water Meter Refimd/Billina: Name: Day Telephone: Mailing Address: City State Zip Page 3 of 6 • PERIVIIT 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 1053.2 International Building Code (current edition). Ph,mhing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 0 AfI AGENT: Signature: "'Cr (` Print Name: 4 /(L r/c/(e'T r Mailing Address: iao,J AMIfe. .. / t pht G rer(yk jOir 9>S�yY State Date Application Expires: I Date Application Accepted: ( Act/ Q:'Appata1ltntromn-Applications On Line'33006 - Permit Applicnricadoc Revised: 9-2006 en Date: a h 4 Day Telephone: Page 6 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 523.50 101 —1,000 $37.00 1,001 - 10,000 $49.25 10,001 — 100,000 549.25 for 1 10,000, PLUS 524.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 5269.75 for 1 100,000, PLUS 513.25 for each additional 10,000 or fraction thereof. 200,001 or more 5402.25 for 1 200,000, PLUS 57.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME TA jyiCAI s 1),4vE s f.3$I?q D - 4/0 (Q / rm S arm cerwrtR picwt) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 1tf. v. * 4 CWater/ /?ewer /Surface Water f l�so o Road/Parking/Access AU rf0, 54. fW A. Total Improvements 14 Soo Ant G 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 3 ' C. 2.0% of amount over $100,000, but less than $200,000 of A. — I N CR` D. 1.5% of amount over $200,000 of A. — 4. TOTAL PLAN REVIEW FEE (B +C +D) $ 3" 7 'S.- (4) C ACbli 5. Enter total excavation volume cubic yards Enter total fill volume — cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ Z €1 So The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. (1) (5) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 —1,000 $37.00 for 1s 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the l 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 Approved 09.25.02 Last Revised Jan. 2006 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ i (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p S. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 2 $ 3? �% (6) (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 — 12.31.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 Approved 09.25.02 Last Revised San. 2006 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al 3 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Total A through E $ -- (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through G $ (10) e WHEN HEN PERMIT IS ISSUED (6 +7+8+9+10) $ Y7 i ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Temporary Meter 0.75" 2.5" $300 $ 1, 00 0 oiclm Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -01624 Initials: WER User ID: 1655 Payee: 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: //www.cttukwila.wa.us 3523049005 17770 SOUTRCENTER PY TUKW FAMOUS DAVE'S RESTAURANT AUSTINCINA ARCHITECTS TRANSACTION LIST: Type Method Description Payment Check 5150 ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 58.00 Current Pmts 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 D06 -410 ISSUED 11/03/2006 01/31/2007 Payment Date: 08/08/2007 10:07 AM Balance: 30.00 1253 08/08 9710 TOTAL 58.00 doc: Receiot -08 Printed: 08-08 -2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -01616 Initials: LAW User ID: 1632 Payee: 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: / /www.cttukwila.wa.us 3523049005 17770 SOUTHCENTER PY TUHW FAMOUS DAVE'S RESTAURANT JIM COLQUHOUN TRANSACTION LIST: Type Method Description Payment Cash ACCOUNT ITEM LIST: Description Account Code PW PERMIT /INSPECTION FEE 000/342.400 PW PLAN REVIEW 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: 5500.00 Payment Date: 08/07/2007 01:02 PM Balance: 50.00 Amount 500.00 Current Pmte 250.00 250.00 Total: $500.00 D06 -410 ISSUED 11/03/2006 01/31/2007 1197 08/07 9710 TOTAL. 500.00 doc: Receiot -06 Printed: 08-07 -2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: 1107 -01571 Initials: WER User ID: 1695 Payee: 3523049005 17770 SOUTRCENTER PT TUICW FAMOUS DAVE'S RESTAURANT JIM COLQUROUN TRANSACTION LIST: Type Method Description Payment Cash 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 : //www.ci.tukwila.wa.us ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Amount 58.00 Current Prate 58.00 DO6 -410 ISSUED 11/03/2006 01/31/2007 Payment Date: 08/02/2007 02:51 PM Balance: 5500.00 1003 08/02 9710 TOTAL 58.00 doc: Recelot -06 Printed: 08-02 -2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -01189 Initials: JEM User1D: 1165 Payee: 3523049005 17770 SOUTRCENTER PT TUKW FAMOUS DAVE'S RESTAURANT WASHINGTON APPLETREE CONSTRUCTION TRANSACTION LIST: Type Method Description Payment Cash City tf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431 -3670 Fax: 206431 -3665 Web site: http: //www.ci.tukwila.wa.us ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 58.00 Current Pmts 58.00 Total: $58.00 Permit Number: D06410 Status: ISSUED Applied Date: 11/03/2006 Issue Date: 01/31/2007 Payment Amount: $58.00 Payment Date: 06/21/2007 10:35 AM Balance: $0.00 9563 06/21 9716 TOTAL 58.00 doc: Receiot -06 Printed: 06-21-2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07-00977 Initials: User ID: Payee: JEM 1165 TRANSACTION LIST: Type Method Description Payment Check 5079 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. / /www,ci.tukwila.wa.us 3523049005 17770 SOUTHCENTER PT 'MEW FAMOUS DAVE'S RESTAURANT AUSTINCINA ARCHITECTS, P.S. ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Amount 58.00 Current Pmts 58.00 D06 -410 ISSUED 11/03/2006 01/31/2007 Payment Date: 05/31/2007 09:29 AM Balance: $0.00 8793 06/01 9716 TOTAL 58.00 doc: Receiot -06 Printed: 05-31-2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -00916 Initials: JEM User ID: 1165 Payee: 3523049005 17770 SOUTHCENTER PY TURW FAMOUS DAVE'S RESTAURANT AUSTINCINAARCHITECTS, PS TRANSACTION LIST: Type Method Description Payment Check 5076 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: //www.cLtukwila.wa.ur ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 58.00 Current Pmts 58.00 Total: $58.00 Permit Number: D06 -410 Status: ISSUED Applied Date: 11/03/2006 Issue Date: 01/31/2007 Payment Amount: 358.00 Payment Date: 05/23/2007 11:09 AM Balance: 30.00 8534 05/23 9716 TOTAL 58.00 dac: Receiot -08 Printed: 055-23 -2007 Parcel No.: 3523049005 Address: 17770 SOUTHCENTER PT TUNNY Suite No: Applicant: FAMOUS DAVE'S RESTAURANT Receipt No.: R07 -00773 Initials: BLH User ID: ADMIN Payee: AUSTIN CINA ARCHITECTS TRANSACTION LIST: Type Method Description doc: Receiot -06 Payment Check 9225 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: / /www.ci.tukwila.wa.us ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 558.00 Amount 58.00 Current Pmts 58.00 D06 -410 ISSUED 11/03/2006 01/31/2007 Payment Date: 05/08/2007 01:00 PM Balance: 50.00 7956 05/08 9716 TOTAL 58.00 Panted: 05-08 -2007 Parcel No.: 3523049005 Permit Number: D06 -410 Address: 17770 SOUTHCENTER PT TUHW Status: APPROVED Suite No: Applied Date: 11/03/2006 Applicant-. FAMOUS DAVE'S RESTAURANT Issue Date: Receipt No.: R07 -00139 City of Tukwila Initials: JEM Payment Date: 01/31/2007 11:07 AM User ID: 1165 Balance: $0.00 Payee: APPLETREE CONSTRUCTION, LLC Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT TRANSACTION LIST: Type Method Description Amount doc: Receiot -06 Payment Check 126577 4,668.32 ACCOUNT ITEM LIST: Description BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 4,337.82 250.00 38.00 38.00 4.50 Total: 34,668.32 Payment Amount: $4,668.32 4342 01/31 9 TOTAL 4663.7.2 Printed: 01 -31 -2007 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: / /www.cttukwila.wa.us RECEIPT Parcel No.: 3523049005 Permit Number: D06 -410 Address: 17770 SOUTHCENTER PY TURSV Status: PENDING Suite No: Applied Date: 11/03/2006 Applicant: FAMOUS DAVE'S RESTAURANT Issue Date: Receipt No.: R06 -01758 Initials: JEM Payment Date: 11/03/2006 08:56 AM User ID: 1165 Balance: 54,342.32 Payee: GARY L. SNIDER TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description doc: Receipt -06 Payment Check 3155 2,819.58 PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 2,819.58 Total: $2,819.58 Payment Amount: 52,819.58 1417 11/03 9710 TOTAL 23,19 F i ted: 11 -03 -2006 Project: - ti /�/ai /S , , i Type of Inspec /7,10 / a Address: /7770 <G Date Called: Special instructions: Date Wanted: : — ?f —r07 'Requester: Phone No; W Approved per applicable codes. Corrections required prior to approval. COMMENTS:, / // /), S0) A ,J, t a 1e / /°f/9( ,?75 ,.( / ,4,-t itC //A /2 tn ie /.."/--7,..4 nat.- 1 „ f f i 6 .94-6, :4) .040.e5 - r h ar y�� row .bereet forri a 2 - Aie u frel, 01€ EMI Proj , f t � < of 'S Type of Inspection: • � 1,t� Fn�Q Ad ess: ess: /77 6 ��/ 5.0 . rrI'S Date Called: oqbila7 Special Instructions: Date Wanted: O /a1/ (C: Requester: - Phone No 90/ S56 - a59 Approved per applicable codes. Corrections required prior to approval. COMMENTS: , '7/2 sec P,6-J-rc 0 m; ki 4 5 'i li /•i) 1 r -v 0^, - acputt 91-2(13 1--t A. c, l AttA n 9/i llJ7 C(, t Ar t err F "' INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: 6 h (Date: 7/ /`57 $58.00 REINSPECTlON FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: (Date: COMMENTS: Type nspection: liltIP .L.JPntYtor Address: /7� j Lath eivier ( Date ailed: t [7/ ? 3 /07 (Oti 9- L -tj-�\ f / )7 a.m. P.m. kequester, - ).. 1K - 10 -rte / j r1 ( J % ; / � 5 b IcL 1 1i �' 41(16.-- / 4' L/61-the Oz-flu t k Q7 /6 A U,( . Q// y, / j ' xi -but (4-tit i (�, : . • Ara/ CI 1 S Project: mil M/aes Type nspection: liltIP .L.JPntYtor Address: /7� j Lath eivier ( Date ailed: t [7/ ? 3 /07 Special Instructions: OS �!� ✓�` U 5 77 ( f SS i /, 1 ° Date Wanted: Okl2Y76 a.m. P.m. kequester, - ).. 1K Phone No: '-- - -- / / , 6 d IV- 9726 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit l( -0 PERMIT NO. INSPECTION P40. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. Inspector: (Date: g /(y 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 1 Prole t i/9 - 0!5 ,)>A/G S Type of Inspection: � jL, SI GA/OF O rev /) C Address: /7 O Sd>"Xei✓& ice/ Date Called: Special Instructions: Date Wanted: a- 2 —0 7 a.m. P.m. Requester: Phone No: a5 3 ',64i -7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -670 COMMENTS: Al(- //riacl-47 , flf 1/1 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. ID[ i Corrections required prior to approval. 0 $58.00 REINSPECfON FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: �AAt tiC hJ " Type nspection: � / 4,oeii A /C 'D x t"i/eT Address: Date Called: Special Instructions: Date Wanted: / - �1 ay Win Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 1� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 67 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p A 67TC) /2c/C wy. ,,:. / f- / -r7 Inspec r: (Receipt No.: /u 1 - r 7 —4 7 l; .00 REINSPECTION E RE4tJIR Prior o inspection, fee must be id at 6300 Southcente Blvd.. Suit 0. Call the schedule reinspection. Date: Project: � 1 ,14. -0(JS ar Type of Inspection: S�/ Z / 7,41 i Address: 7770 S 144-- Date Called: Specie Instructions: / Dite Wanted: , Requester: Phone No 25 3S/ 77,9 p proved per applicable codes. Corrections required prior to approval. CO 6 /f-ov 4/ / ler" aHG C4� / ///,- /r At"'tn /� / . /5 _ INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0$58.00 RE paid at Receipt No.: CTION FEE REQUIRED. Prior o inspection, fee must be Southcenter Blvd., Suite 100. Call the schedule reinspection. (Date: INSPECTION RECORD Retain a copy with permit COMMENTS: "04 // r ] c , 6/- � - A >�1/.A/4 1 /.0UG41_N cps, .v wr / � r'. � //�I-A s A /,ris,.orz/, �,.J K /4f4✓ /�•9 d e r it c2c)n/ /i.or'-/c✓ 24/e / � 1) ) - < � r7,7 f 4 /h» A/ - (. tarn fre 1 ,v5ihi l: 71A /,tls /.4 //.,v_s ,. Special Instructions: - r Date Wanted: - /,`� a.fn" p.m. Requester: Project f4. J// ✓C s Type of Inspection: . C—� A G/e// /Jug, Address: /7770 SJIv/hestlkr AJ Date Called: - Special Instructions: - r Date Wanted: - /,`� a.fn" p.m. Requester: Phone No: o / 41017 7c/37 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 El Approved per applicable codes. Spector\ n. . Dolor 1/10 Ej Corrections required prior to approval. Dat REINSPECTION F REQUIRE6. Prior o inspection. fee must be pa at 6300 Southcenter bid.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: ProJec . , » K 4 tic U `" J Type of Inspection:, _ 7-/ /1f 67 ( � J Address: /777v . ,I%(f iukr t Called: � Special Instructions: Date Wa d: ` 0 7 -- / D tJ / p.m. Requester: Mgt 3 °( /- WY, !3 INSPECTION RECORD Retain a copy with permit INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval.- - - COMMENTS: 1 (2, 1?» w 6 ,.O &c (l; kl /0S r)(r % f ri >tl / 11 1 )eyfor ii /Af ttiR, 2 . i('.V, (Date: 1 -- REINSPECTION E REOUIRED4rior o inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Recei No.: (Date: (206)431-3670 COMMENTS: // /J a / J �— l'/ 'fKJ �7" r "1-/1t/tY/fT 'C 4-7>( __c /� !)� SAL s )70f2 -/r Q% r y r°C�2/11/2 i Special cia Instructions: //11 & & • lO T l Date Wanted: a. �' � ' � m. f Requester i Requester/ ( O Phone No: 114-4 Project:. p ari ;vi�n ut�cs Type of Inspection: ,twi FCC iirii Address: P/0 4 >u h e#u,ks a Date Called: . Special cia Instructions: //11 & & • lO T l Date Wanted: a. �' � ' � m. f Requester i Requester/ ( O Phone No: 114-4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ej Approved per applicable codes. spector: r 56 .00 REII ISPECTBON FEE RE p JIRED. Pr r o inspection. fee must be aid at 6300 Southcenter Blvd., Suite 1 Call the schedule reinspection. re eiptNo 4 INSPECTION RECORD Retain a copy with permit (Date: t Corrections required prior to approval. Da( _ 3 06)431 -3 7 Project :� � ,A /o ��, I`/�/Nig Type o / r�h / 1s J pection: Type "'�/ Aid, /7 <i /r Address: / 7 7 70 S G /3.c, Date Called: Instructions: / Date Wanted _ Ca; ( ,- LC -07 p.m. Requester: Phone No: zs3 — /! 7 7 4 7; INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 t 6)431 -3 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: (,`' 0 /nSc./4 /,fl-, /h(� /4/1' 17 , a f 9 "/< a-r-11.e 0 $58.00 REINSPECTIOIy45EE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project , L / ^� Min, �CtC.rt.�} Ty/p inn y spection: - U (Ci / �-r -7,4 . Address: -7 � s: / ` �l Ace Date Called. Speci��ru Wanted:, �/� Cu m� Requester: Phone No: _c /% / -7,V9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / v. '1-7 LS f ! b 57),..--. '41 b/'A, ,.,,l/ / c 4- 1/17-, , 1 c pti AC G '/.//1ge 2) 1r-,ts s ,. / 7 j 7 U -r 42nof /dc Ott / f /7 ,7751.44_ 694 15-i ),--zd t- ` /' /S // i Inspector i In / = /144i/Y1 Date: h /P to INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 0 $5&00 REINSPECTION F REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. !Receipt No.: !Date: Project: ,1 i c �I�JUt/K c ��° Type o(jps n: ,� , , u [COMMENTS: Address: C / j Date ailed: 2 ,t?,4r <che ,60/is ; stern /p/n4" / 2 /'F.)4 fop y/( Special Instructions: Date W;nteJ (�� V a. p.m. Requester: ,o/4 Aiye .5 Y 17,0 sP. /glee 2.410 rt#1 -#1 /4/19 // ft ,s/ 6e i n yr St Phone No: PO s.. z/ 06 0 4 Ry/,v 5 Roe)! ��F ,S q /7 SL Approved per applicable codes. r3.c7ctions required prior to approval. [COMMENTS: / fikevtidAifin /k,refyyfrtil —;A/ 2 ,t?,4r <che ,60/is ; stern /p/n4" / 2 /'F.)4 fop y/( 1.5 l) T7 d '1 i / / in IA./ 5V A/ g /4 / /f7 /w'na»' AC M/ /r//-i,LhU5 //1J . /4 < 1 ; Iii +a Qom. / -/ ,o/4 Aiye .5 Y 17,0 sP. /glee 2.410 rt#1 -#1 /4/19 // ft ,s/ 6e i n yr St PO s.. z/ 06 0 4 Ry/,v 5 Roe)! ��F ,S q /7 SL I p ec r: Date: I in I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 00 REINSPECI1*N FEE REQUI . Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. S to 100. Cal the schedule reinspection. I ceipt No.: INSPECTION RECORD Retain a copy with permit 'Date: (2 i • 431-3670 Project: Type of Inspection: - Address: / / )7O 5,/44 It -N., Date Called: Special Instructions: Date anted' — 7 ��yfi - d P.m. Requester: Phone GNo) 9 ! l 77/2 INSPECTION RECORD Retain a copy with permit o I tliv 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 t 6). 1.36 0 INSPE ON CITY OF TUKWILA BUILDING DIVISION PERM COMMENTS: nspec 'Receipt No.: 0 .00 REINSPECTION FbE REQUIRE rior o inspection. fee mu be d at 6300 Southcenter Blvd., Suit 00. Call the schedule reins ction. 'Date: Approved per applicable codes. Corrections required prior to approval. Proje ,t 11 7,7167 ?5 : /�UrS Type of I T k' �pecti "' �S Af //, ��� �� Address: / 77 7t: Siii /h i,1M' Date Called: P'/ r Special Instructions: ^ n r�J Date anted: Imo -- 7 0 (a.r 7 P.m. Requester: �j6 / / Phone ^}, ,2. -3 - - y / ` / 9 INSPECTION RECORD Retain a copy with permit INSKG7i0N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2'.)431 -3670 proved per applicable codes. El Corrections required prior to approval. COMMENTS: ' .00 REINSPECTION E REQUIRED. P for o inspection, fee must be aid at 6300 Southcenter Blvd., Suite 10 . Catl the schedule reinspection. 'Receipt No.: 'Date: Project- !' eiirn 5 , €.a 1 of Inspection: 4l 44 �� �. rS Address: 7 770 S l I� = Date ailed: 7x/ A/P !'7A 5Xi.eLiS >7l/r C h i t/ Special Instructions: to Wanted: p.m. Requester: ` vv� / > Phone No: Approved per applicable codes. iyyt Corrections required prior to approval. (7 COMMENT S: 7x/ A/P !'7A 5Xi.eLiS >7l/r C h i t/ G ,lei CI -tea c / L6 � � �� ` vv� / > INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 $58.00 REINS FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit 'Date: t Y �� Project: � . `'�1/X/S /-27-e.4__ TY� of /l/ ct /7 � t�s r . Address: /7 S ate Called: Special Instructions: Da 0 J ted: / � / /�� p.m. Requester: Phone No: 7_ C 77 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206)431- 6 Approved per applicable codes. aorrections required prior to approval. 3 COMMENTS: p /Hl1! " `JAe /H> t'/ 4 %rL4 Inspector (Date:& _1/ j 7 Ej $58.00 RBI. - - ECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: ssppe Ion: Type � [j i Add eF sS,, cm"( 47- () v &Q. / (. C O L'fl va V.10.. 70 r�oy �� �4P / 1,... a 7 /7a //Oil; ay e MP7 f / QX/�'i !. / /... Mc, • ea rt. rJn1i ✓' 7) /a A.--t / \ 7s' (s e AtS 0 a . / /l 1 Phone No: Project: �/ /� 4.1.404'., ar4.0 : : ssppe Ion: Type � t � Add eF sS,, cm"( 47- Date led. y0 / 70 r�oy �� 5 e ial ns truc[ions: r / Date Wanted . p.ni` Requester: Phone No: • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. 066 - Ord PERMIT NO. Ei Corrections required prior to approval. Date: 1 $58. 0 REINSPECT h E REQUIRED. Prior to inspection, fee must be paid at 6300 Sout center Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: / 7-- '9 mini s /)A! /.0 / ert 7 Type of lnspen: l "IudooliAla i4Voi Address: / 7770 5 Qate Called: Special Instructions: Date W ted: a.m. Requester: p. Phone No: g4/- ya 9 - INSCTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Ifflilla PERM (206)431 -367 El Corrections required prior to approval. COMMENTS: 1.3 /) /-'? rah iz v 'v7 C7r✓/y 4pp t nspecto IDat .1.1�•2 "fr" 3 --0 : 00 REINSPECTION I[EE REQUIRED or to inspection, fee must be d at 6300 Southcent Blvd., Suite 00. Call to sechedule reinspection. Receipt No.: (Date: l ... ,.. Project: .., rainvis 13 vg) f Typ �of tion: /)07 sir Address: / /` e s e a[eCalle 2 _1+-, Special Instructions: Date Wanted: a.m �� Requester: Phone No: o± roved per applicable codes. Corrections required prior to approval. C' I4MENTS: PA 0 K. Tn 6 •5/�di n 7Cfn / . tent . y [7' �/.n 0 °0 �/Cf `, f/Jn I./ !h C.... t0.. 3 0$58.00 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D064201 PERM NO. 06 43136 Dater 7{1Y07 ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: / /)/9CSS /2 I Type of Insge c ion: . f /2/�rr7 /AI 6 Address: /7770 $o , (P+.0 {or PQ Date Called: Special Instructions: Date Wanted: `J y — -- C7 P.mL Requester: Phone No: 8/b -76- -20a) 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r -9 SS - s-e„? o 61 11 rare t Gf G�h EY , AOL'1 S 22 d 1-5 2X7.1 /e. ,Z ,f, frL:J) en n.a`... f . (Date: 3- -27-'7 ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: • Project: EA/ /CV c /0 41( Alm- Type of Inspection: it 7-o om e/1 ?i/ J e ■ Address: 77 $m/A ^a•t/b, ?9 Date Called: Special In ructions: r � Y oviti 6(4.61. Shy'uv�rC Date Wanted: �� 7 U 4m9 lEJtr ,. Requester: Phone No: COMMENTS: ° J > O "7 e/1 ?i/ J e ■ n /9�j/d� Crd , - . �f e,A An e Y /zr ‘-se; 9 A ( 0'7i 2 - , t c qC tilt .44, ha..e- %e/ c /z, /J i Jz Jz. . A l/u /A Y o /12-, 4 0 Al-n h-, r^, f .i.,,.rih, 070 • 0 11 Inspector: J� /O^ D Date: z . tom 7 2 ❑Approved per applicable codes. .. INSPECTION RECORD Retain a copy with permit DO V ") INSPECTION NO. P IT NO. CITY OF TUKWILA BUILDING DIVISION f�►�� i . I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.361 IY 1 Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: �� FAs /ob5 l)r9UE ,4 ' isi Type of Inspection: f-ODf/ n/ 5 Address: - / 7 7 76 _id? //% r'r.t/ /i,- Date Called: Special Instructions: Date Wanted: a Requester: Phone No: 'c /- 76g INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 Approved per applicable codes. COMMENTS: !j /� / � y � ) � r a y- / 9. at /.! / Dater t' ri $58.0f31FEINSPECTION /'EE REQUIRED. Prior to inspection, fee mu t be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 07 -197 Project: Famous Dave's Restaurant T.I. Address: 17770 Southcenter Pkwy, Tukwila Inspector. Dwayne Helgeson Description/Location: Resteel Verified: Yes Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: No Placement Data Corliss 81550A 4t1" 5 ±1.5% 11 Chute Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Time Made Cast Samples: 1-4 8:40 am Weather. Sunny Date Samples Picked Up: 8/13 /2007 Note From Office: Received fax from Specimen Number 1 8/17/07 2 9/7/07 3 9/7/07 4 9/7/07 •- Discarded Tested In general accordance to: Copies to: Client ❑ Architect ❑ Engineer CONCRETE REPORT Report Number: RC67374 Permit Number: D06 -410 Client: Thompson Builders Address: PO Box 754, Salem Date: 8/11 /2007 RECEIVED NOV 2 0 1007 Slab on grade at SE end of building (rear) with monolithic footings. DEV ELOPM QN T *Note: slab and footings were placed with grade 40 rebar, plans call for grade 60, contractor placed concrete anyway against my advisement not to. 8/11 /2007 by Dwayne Helgeson Grade: 40 Mfg: Cascade Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs/type): 517# Type: 1/II Fine Agg. (lbs): 1383# Coarse Agg. (lbs/size): 464# 3/8" Slag (lbs): Coarse Agg. (lbs/size): 1234# 7/8" Coarse Agg. (lbs/size): Fly Ash (lbs): 245# Water (lbs or gal): Admixtures (specify): 5.5 oz. MBAE 90 Test Field Date Cure ❑ Contractor ® Building Dept Batch Plant Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket Yards Added C 143 C 231 C 1064 Temp No. No. 11.00 5 gal. 4.5" 5.1% 72 °F Age Size Area Weight Max Load Strength (Days) (In.) (Sq.ln.) (Lbs.) (Lbs.) (psi) 8 4 x 8 12.54 8.6 36,490 2910 27 4 x 8 12.53 8.62 52,520 4190 27 4 x 8 12.53 8.54 53,380 4260 27 ASTMC39 ® ASTMC617 ❑ ASTMC1231 65 °F 151 95548 Slump Range: 4-5" Air % Range: 5.1% Initial Curing Method: &acing 031.12.1,5 Initial Curing Temp: FnudirgASrM C31 -10.12 Comments Mike Visser, P.E. stating that grade 40 resteel is acceptable. REINFORCING / PLACEMENT: Conforms 0 Does Not Conform ❑ COMPRESSIVE TEST RESULTS Fracture Type (other than cone) Technical Responsibility. 1 t2 c / ]' j ,( /— Majefe4 David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN (Rev 09/06) Page 1 of 1 COMMENTS: hrtve 'S Fire Alarm: y Type of Inspection: 14 r - of 4y 5 . c . ny Contact Person: . ,:xNKIe2 _ he-y 5 L c ca f-lvri L - 6 /644-r) Phone No.: Ve I - 5 a; e l 5PRwtle1-- F ti C C2. in - 1-.10 4 1 nefr Fivipf5FM) 4c/dal /9 /.) /� s 4a 6 14f ?Fir, - P9-664- - oe PP S,' 6;7- r - oo 6 Project: /-n- <S‘c hrtve 'S Fire Alarm: y Type of Inspection: 14 Address: )) 7 70 Suite #: 5 . c . ny Contact Person: . S ttn Special Instructions: Phone No.: Ve I - 5 a; e l Needs Shift Inspection: Al Sprinklers: - Fire Alarm: y Hood & Duct: v Monitor: 4- A Ai - Pre -Fire: nJ Permits: PA Occupancy Type: INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Word /Inspection Record Form.Doc 1/13/06 0 - F - 000 I I Corrections required prior to approval. Date: eth�/�0 Hrs.: ( 2 Inspector: /r/ IQ/ WE $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: rokev.00s Ditut.5 Type of Inspection: SP4 i N lC Address: 1 9 Soar+tc.Exrt-2 Qv Suite #: Contact Person: -- Da,_;,;-, Special Instructions: Phone No.: - zs3— 861 - 74LI S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER - {4tApproved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 - DOb- Vg23 I IO 03 -5- 14(0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: o K -RD CLo JE-9... K1 - eticj- rJ A -in; Inspector: 1.40/5 Date: g/ ZY> Hrs.: 80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: ri rv a u s 04 ■L 5 Type of Inspection: <PR /n /K Hood & Duct: Address' / 777 70 Suite #: S C P Contact Person: --- DA01 - 0 Special Instructions: Phone No.: Zs3 Seat - ?7q9 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ` it proved per applicable codes. COMMENTS: 4-v-o b L t> f A k ooM5 4 *Au AO-A1 < Ai.A FV \_A /L-b L' nNA So VFiF. - r% S v — KEN P ax 1 Ni jCo — Inspector: / V / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t\ th City of Tukwila Finance Department. Call to schedule a reinspection. 12- Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit Date: 9 /z /o? Doh-4(0 o PERMIT NUMBERS n Corrections required prior to approval. Hrs.: 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: of Inspection: /mo -e- i ti Address: r'y ? 70 S fC . Suite #: plow ` Contact Person: S , Iv-- Special Instructions: Occupancy Type: Phone No.: tvl _ S5-6- a ss? 1• CkANS - `fi •Okix rt. 14Rar)5 10 tJO!< - yn/ P-6--iov -c Cor'Jw {- r nn svR K ip j3 4 I le Ir✓ 3 . (oci I•q r 1 VA (Li-C. of-) I. 12t c SLv.__ (le ut 12.c-oC ,.e i..r„ hr{d , edit, vmY Project: rein tiin1ouf IJAJt Sprinklers: of Inspection: /mo -e- i ti Address: r'y ? 70 S fC . Suite #: plow ` Contact Person: S , Iv-- Special Instructions: Occupancy Type: Phone No.: tvl _ S5-6- a ss? Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Inspector: A, Date: c /l/ 4/07 Hrs.: / INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 7p06 -y /o PERMIT NUMBERS Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 07 -197 Project: Famous Dave's Restaurant T.I. Address 17770 Southcenter Pkwy, Tukwila Inspector: David Lyal Placement Data Supplier: Miles Mix Number: 0155A Slump Spec: 4" W/C Ratio Spec: 0.680 Air Spec: Total Yards: 22 Placed Via: Chute Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 12:15 pm 2 9/14/07 3 9/14/07 4* 9/14/07 Copies to: Client ❑ Architect ❑ Engineer ❑ Contractor © Building Dept O Batch Plant CONCRETE REPORT Report Number: RC67226 Permit Number: D06 -410 Client: Thompson Builders Address PO Box 754, Salem Date: 8/18/2007 Description /Location: Slab on grade restaurant front doors, thickened edge at perimeter per plans. No rebar in thickened slab per A2.6- section #1 city approved set dated 8/7/2007. Resteel Verified: N/A Grade: Mfg: Design Q Actual ❑ Batch Weights /Cubic Yard Cement (lbs/type): 517# Fine Agg. (lbs): 1370# Coarse Agg. (lbs/size): 1860# 7/8" Slag (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (lbs or gal): 30 gal. Admixtures (specify): 3.5 oz. MBAE 90 Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket Yards Added C 143 C 231 C 1064 Temp No. No. 11.00 8 gal. 65 °F 70 °F M134191297 Weather: Sunny Slump Range Air % Range: Date Samples Picked Up: 8/20/2007 Initial Curing Method: &aiding ASTMC31- 72.1.5 Initial Curing Temp: Excluding ASTM -,or2 Comments Samples (4) right side of front entry, street side in bag. See ORA report #64288 for masonry details. REINFORCING / PLACEMENT: Conforms 22 Does Not Conform ❑ 27 4 x 8 12.49 8.67 69,360 5550 27 4 x 8 12.49 8.75 66,550 5330 27 • L. Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Technical Responsibility: COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 8/24/07 6 4 x 8 12.57 8.68 43,000 3420 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 September 24, 2007 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Famous Dave's Tukwila Permit Number: D06 -410 Address: 17770 Southcenter Parkway, Tukwila Job Number: 07 -197 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with — the approve plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are endosed. An reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: • Soil bearing Reinforcing steel (pending Engineers acceptance of 40 grade steel In slab/monolithic footings at SE end of building) • Reinforced concrete • Reinforced masonry Sincerely, OTTO ROSENAU & ASSOCIATES, INC. SiXCt n IZief a -m r Susan Rosenau -Moser vice President Fax c: Jim Calhoun OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED OCT 0 2007 COMMUNITY DEVELOPMENT 'OTTO ROSENAU & ASSOCIATES, INC. Geotechnicat Engineering, Construction Inspection & Materials Testing Job Number. Project: Famous Dave's Restaurant T.I Address: 17770 Southcenter Pkwy, Tukwila Date: 08/24/2007 Type of Inspection: Periodic patio walls per approved plans. Resteel Verified: Yes Resteel Grade: 60 Mix No./Type: 0360030 Grout Temp: 73 °F Grout Ingredients: Mix NoiType: Mortar temp: Date Constructed: Date Grouted: Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units/Blodcs Grout: Mawr. 07 -197 Report Number. Avg. Compressive Strength of Grout Specimens (psi): MASONRY REPORT Client: Address: Inspector. Description / Location 70275 Permit Number. D06 -410 Thompson Builders PO Box 754, Salem UT John Reeder Continuous Q On site to inspect resteel and grout placed at 2 fin at trash enclosure waits and Date: 8/24/2007 Pos)tioners in Place: No Manufacturer. Nucor Grout Information (ASTM C1019) (excluding paragraph 12.1.5) Grout Supplier. Miles Grout Preparer: Grout Slump: 10 Method of Consolidation: Mortar Information (ASTM C270 / ASTM C780) Mortar Supplier. Mortar Prepares Mortar ingredients: Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5,11) Constructed By (mason): Block/Unit Supplier: Bbck/Unit Type: Number of Sample Specified Ambient Samples Size Strength (psi) Temp Weather & Mean Daily Temp: Protection Methods: Date Samples Picked Up: N/A No samples were made. GROUT AND MORTAR COMPRESSION TEST RESULTS Specimen Test Age Size Area No./Tvoe pge (Days) fly (Sa.ln.) Webht REINFORCING / PLACEMENT: Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsbility. Engineer Max Load Strength Lb1 fosil This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. except in full, without written permission from our firm is strictly prohibited. Miles Vibration Truck No. Comments No sampling done today; 1 inspector did not ask Contractor to make prisms and there was nothing on site today for any kind of samples to be made. Other Test Methods / Standards Used: Ticket No. X Does Not Conform inr r C. a nsen, Project Manager Reproduction of this report, Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1 888 - Fax (206) 723 - 2221 Form No.: ADMIN -72 -03 (Rev 12/04) Tested in general accordance with ASTM C 39 ASTM C 109 ASTM C 1019 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 07 -197 Project: Famous Dave's Restaurant T.I. Address: 17770 Southcenter Parkway, Tukwila Inspector: Darren Reid Description/Location: Resteel and concrete placed for 6" slab -on -grade with thickened footings, per 13, 14, 15, and 16/S3.1, note 4 of city approved plans, at southwest corner of building, north half of slab. Resteel Verified: Yes 8/4/2007 by Darren Reid Grade: 80 Mfg: Nucor Placement Data Supplier: Miles Mix Number: 01500 Slump Spec: 5" W/C Ratio Spec: 0.680 Air Spec: WA Total Yards: 22 Placed Via: Chute Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 11:00 am Copies to: Client ❑ Architect ❑ Engineer Design ❑ Actual ® Batch Weights /Cubic Yard Cement (lbs/type): 514# Type: 1/6 Fine Agg. (lbs): 1563# Coarse Agg. (lbs/size): 1902# 7/8" Slag ( @s): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): 169# Admixtures (specify): ❑ Contractor © Building Dept Batch Plant CONCRETE REPORT Report Number: RC67000 Permit Number: D06 -410 Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket Yards Added C 143 C 231 C 1064 Temp No. No. 11.00 0 gal. 4" N/A 72 °F 67 °F M019190387 Weather: Overcast Slump Range - Air % Range: - Date Samples Picked Up: 8/6/2007 Initial Curing Method: Excluding ASTM1C31.12.1.5 Initial Curing Temp: Exalting ASTM1C31- 10.1.2 Comments REINFORCING 1 PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 8/10/07 8 4 x 8 12.54 8.83 49,730 3970 2 8/31/07 27 4 x 8 12.62 8.89 81,570 6460 3 8/31/07 27 4 x 8 12.62 8.9 75,630 5990 4* 8/31/07 27 4 x 8 12.62 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Technical Responsibility: Client: Thompson Builders Address: PO Box 754, Salem Date: 8/4/2007 C David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except In full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -82 -03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 07 -197 Project Famous Dave's Restaurant T.I. Address: 17770 Southcenter Pkwy, Tukwila Inspector. Dwayne Helgeson Description/Location: Slab on grade at SE end of building (rear) with monolithic footings. 'Note: slab and footings were placed with grade 40 rebar, plans call for grade 60, contractor placed concrete anyway against my advisement not to. Resteel Verified: Yes 8/11/2007 by Dwayne Helgeson Grade: 40 Mfg: Cascade Placement Data Supplier. Cortiss Mix Number: 81550A Slump Spec: 4t1" W/C Ratio Spec: Air Spec: 5t1.5% Total Yards: 11 Placed Via: Chute Consolidated: No Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Alr % Conc.Temp Ambient Truck Ticket ASTM C in, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 8:40 am 11.00 5 gal. 4.5" 5.1% 72 °F 65 °F 151 95548 Weather: Sunny Date Samples Picked Up: COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (Psi) (other than cone) 1 8/17/07 6 4 x 8 12.54 8.6 36,490 2910 2 9/7/07 27 4 x 8 12.53 8.62 52,520 4190 3 9/7/07 27 4 x 8 12.53 8.54 53,380 4260 4* 9/7/07 27 • = Discarded Tested In general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Copies to: eS Client ❑ Architect ❑ Engineer Slump Range: 4-5" 8/13/2007 Initial Curing Method: Excluding ASTM 031- 12.1.5 Comments Li Contractor Building Dept Batch Plant CONCRETE REPORT Report Number. RC67374 Permit Number. D06 -410 Client Thompson Builders Address: PO Box 754, Salem Date: 8/11/2007 Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs/type): 517# Type: VD Fine Agg. fibs): 1383# Coarse Agg. (lbs/size): 464# 3/8" Slag (lbs): Coarse Agg. (lbs/size): 1234# 7/8" Coarse Agg. (lbs/size): Fly Ash (lbs): 245# Water (lbs or gal): Admixtures (specify): 5.5 oz. MBAE 90 Air % Range: 5.1% Initial Curing Temp: Eicudins ASTM C31- 10.1.2 REINFORCING / PLACEMENT: Conforms ❑ Does Not Conform 0 Technical Responsibility: David Lyal, Technifal Director This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our fine is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN -62-03 (Rev 01/06) Page 1 of 1 ,OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 07 -197 Project: Famous Dave's Restaurant T.I. Address: 17770 Southcenter Pkwy, Tukwila Inspector. David Lyal Specimen Number 1 Copies to: Client ❑ Architect ❑ Engineer ❑ Contractor ® Building Dept Batch Plant CONCRETE REPORT Report Number. RC67226 Permit Number: D06 -410 COMPRESSIVE TEST RESULTS Technical Responsibility: Client: Thompson Builders Address: PO Box 754, Salem Date: 8/18/2007 Description/Location: Slab on grade restaurant front doors, thickened edge at perimeter per plans. No rebar in thickened slab per A2.6- section #1 city approved set dated 8/7/2007. Resteel Verified: N/A Grade: Mfg: Placement Data Design ® Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 517# Mix Number: 0155A Fine Agg. (lbs): 1370# Slump Spec: 4" Coarse Agg. (lbs/size): 1860# 7/8" Slag fibs): W/C Ratio Spec: 0.680 Coarse Agg. (lbs/size): AIr Spec: Coarse Agg. (lbs/size): Total Yards: 22 Fly Ash (lbs): Placed Via: Chute Water (lbs or gal): 30 gal. Consolidated: Yes Admixtures (specify): 3.5 oz. MBAE 90 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C in, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 12:15 pm 11.00 8 gal. 65 °F 70 °F M134 191297 Weather Sunny Slump Range: Air % Range: Date Samples Picked Up: 8/20/2007 Initial Curing Method: Excluding ASTM C37- 12.1.5 Initial Curing Temp: Excluding ASTMC31 -10.12 Comments Samples (4) right side of front entry, street side in bag. See ORA report #64288 for masonry details. REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 8/24/07 6 4 x 8 12.57 8 68 43,000 3420 • or Discarded Tested In general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 avid Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN -62 -03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT Job Number: 07 -197 Report Number: Project: Famous Dave's Restaurant T.I Client: Thompson Builders Address: 17770 Southcenter Pkwy, Tukwila Address: PO Box 754, Salem UT Date: 8/18/2007 Inspector. David Lyal Description 1 Location Type of Inspection: Periodic ® Continuous ❑ 8 CMU block wall at kitchen back door 1 lift to bond beam. Rebar per S3.1 section #15 city approved plans set dated 1/25/2007. Resteel Verified: Resteel Grade: Mix No./rype: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Date Constructed: Date Grouted: Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Unfts/Blocks Grout: Mortar: 64288 Permit Number: D06-410 Yes Date: 8/18/2007 Positioners in Place: None yet 60 Manufacturer: Nucor-16-5-4 Grout Information (ASTM C1019) (excluding paragraph 12.1.5) Grout Supplier. Grout Preparer. Grout Slump: Method of Consolidation: See Notes for Details Mortar Information (ASTM C270 / ASTM C780) Mortar Supplier: Mortar Preparer: Mortar ingredients: Prism Information (ASTM C 1401 ASTM C 1314) (excluding paragraph 5.11) Constructed By (mason): Block/Unit Supplier. Number of Sample Samples Size N/A BlodWnit Type: Specified Ambient Strength (psi) Temp Weather & Mean Daily Temp: Sunny 70 °F Protection Methods: Date Samples Picked Up: No Samples RECEIVED AIM 3 n 71107 COMMUNITY DEVELOPMENT Truck No. Comments Block wall grouted with same Miles Mix as front slab on grade for front doors. See ORA concrete report #67226 for details. Other Test Methods / Standards Used: Ticket No. REINFORCING 1 PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Specimen Test Age Size Area Max Load Strength Tested in general No./Tvce Date (Days) fin.) (Sq.ln.) Weight fib.) si accordance with ASTM C 39 ASTM C 109 ASTM C 1019 Avg. Compressive Strength of Grout Specimens (psi): Copies to: X Client Contractor Architect X Building Dept Technical Responsibility Engineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & except in full, without written permission from our fine is strictly prohibited. a - - n, Project Manager ociates, Inc. Reproduction of this report, Page 1 of 1 6747 M.L. IGng Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1 - Fax (206) 723 Form No.: ADMIN -72 -03 (Rev 12/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 07 -197 Project: Famous Dave's Restaurant T.I. Address: 17770 Southcenter Parkway, Tukwila Inspector: Darren Reid Description/Location: Resteel and concrete placed for 6" slab -on -grade with thickened footings, per 13, 14, 15, and 16/S3.1, note 4 of city approved plans, at southwest comer of building, north half of slab. Resteel Verified: Yes 8/4/2007 by Darren Reid Grade: 60 Mfg: Nucor Supplier. Mix Number: Slump Spec: W/C Ratio Spec: Air Spec Total Yards: Placed Via: Consolidated: Required Strength (psi): 3000 Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 11:00 am Weather. Overcast Date Samples Picked Up: 8/6/2007 Specimen Number 1 Copies to: Client ❑ Architect ❑ Engineer Placement Data Test Date 8/10/07 Miles 01500 5" 0.680 N/A 22 Chute Yes CONCRETE REPORT Report Number: RC67000 Permit Number: 006-410 Field Age Cure (Days) ❑ Contractor ® Building Dept ® Batch Plant Design ❑ Cement (lbs/type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (lbs or gal): Admixtures (specify): Initial Curing Method: Client: Thompson Builders Address: PO Box 754, Salem Date: 8/4/2007 Actual ® Batch Weights /Cubic Yard 514# 1563# 1902# 7/8" 169# Cubic Water Slump Air % Conc.Temp Ambient Yards Added C 143 C 231 C 1064 Temp 11.00 0 gal. 4" N/A 72 °F 67 °F Slump Range — Air % Range: — Excluding ASTM C31 -121.5 Type: 1/11 Initial Curing Temp: opi WOO 0404 1 - 1 y Slag (Ibs): Truck Ticket No. No. M019190387 Excluding ASTM C31- 10.1.2 Comments REINFORCING /PLACEMENT: Conforms 0 Does Not Conform ❑ COMPRESSIVE TEST RESULTS Size (in.) 6 4x8 • • Discarded Tested In general accordance to: ASTMC39 ® ASTMC617 ❑ ASTMC1231 Area Weight Max Load Strength Fracture Type (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 12.54 8 83 49,730 3970 Technical Responsibility: (00 tag eau David Lyal, Technical Director This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1 888 OTTO - US - Fax (206) 723 Form No.: ADMIN -62 -03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction inspection & Materials Testing Report Number. 46405 Description: Soil Bearing Verification Project Address: Client Inspector and Date Craig Bechtold, L.G. 3/28/2007 GEOTECHNICAL INSPECTION REPORT Famous Dave's Restaurant T.I. 17770 Southcenter Parkway, Tukwila, WA Thompson Builders Permit Number. Job Number. Client Address: Remarks D06 -410 07 -197 PO Box 754, Salem, UT RECEPiJJ MAY 01 2001 OEVELOP On site as requested for follow up visit for soil bearing verification of 1,500 pounds per square foot (psf) for footing subgrade. As recommended in ORA report #47253, dated 3/28/2007, the oversaturated material has been removed from the canopy footing subgrade. The exposed subgrade soils appear to be capable of providing the 1,500 psf assumed allowable pressure. Recommend that any water present on subgrade be pumped/removed prior to placing concrete. Copies to: Owner X Client/Contractor Architect X Building Dept. Technical Responsibil Engineer Sec °'•TL•A L.G. This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 or 1 - Fax (206) 7232221 Form No.: ADM /N- 100-01 (Rev 01/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 47253 Description: Soil Bearing Verification Project: Address: Client: Inspector and Date Craig Bechtold, L.G. 3/28/2007 Copies to: Owner Architect Engineer GEOTECHNICAL INSPECTION REPORT Famous Dave's Restaurant T.I. 17770 Southcenter Parkway, Tukwila, WA Thompson Builders Permit Number: Job Number: Client Address: X Client/Contractor X Building Dept. Technical Responsibility: u112 Opt F NT D06 -410 07 -197 PO Box 754, Salem, UT Remarks On site as requested to verify assumed allowable bearing capacity for (4) canopy footings. The approved plans, dated 1/25/2007, list a required 1,500 psf (pounds per square foot) allowable bearing pressure. In general, the exposed subgrade (gray silty sand or gray sandy silt) is capable of providing the 1,500 psf bearing requirement. The eight foot deep footings were probed using a 20 -foot long piece of #4 rebar. Penetrations of 4 to 6 inches were observed in various locations. The penetrations were in oversaturated material. The soil conditions under the oversaturated material allowed little to no penetration. I advised the contractor to remove all of the oversaturated material and to protect the footings from wet weather. I will re- inspect the footing subgrade on 3/29/2007, in the a.m. This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888-OTTO -4-US - Fax (206) 723-2221 Form No.: ADMIN- 100-01 (Rev 01/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 62022 Description: Epoxy - Grouted Anchor Bolts, Holdown installation Project Fairway Lane Permit Number See below Address: 7806 Fairway Avenue SE, Snoqualmie Job Number: 06 -671 Client Kilburn Architects, LLC Client Address: 1661 E. Olive Way, Suite 200, Seattle Inspector and Date Remarks Denny Newman Inspected contractors installation Of 5/8' diameter all thread anchors into clean epoxy filled holes of 3/30/2007 proper depth, in existing concrete for PHD2 holdowns/plate anchors of building #9 as per approved plans and specifications. The epoxy used was Simpson ET 22 with an expiration date of 11/2008. Conforms Copies to: X Owner X Contractor X Client/Architect X Building Dept. X Engineer CONSTRUCTION INSPECTION REPORT Technical Responsibility: Bob Schaefer, Project Manager This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In fun, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1.888- OTTO4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63-01 (Rev 05'03) M Engineering Services Company July 23, 2007 Mike Cusick Senior Engineer City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 -2544 SING DIVISION Subject: Famous Dave's Grease Interceptor (Tukwila, WA) PACE Project #07501.00 Submittal Letter and Sizing Calculations c/o Bill Parretta, Austin Cina Architects Dear Mr. Cusick: This letter and the attached items are for the sizing of a new grease interceptor for the tenant improvements of Famous Dave's located at 17770 Southcenter Parkway in Tukwila, WA. The new grease interceptor is being required to be brought to current standards due to the relocation of the existing grease interceptor. The new grease interceptor was sized using the 2003 Universal Plumbing Code - Appendix H as adopted by the City of Tukwila. Per the attached calculations, a 1.000 Gallon grease interceptor is required. The new grease interceptor will be located approximately 10 feet west of the existing interceptor location, please see the attached site plan. Should you have any questions or comments, please do not hesitate to contact me at (425) 827 -2014 or by email at ieremysaoaceengrs.com. Sincerely, REVIEWED FOR CODE COMPLIANCE APMOVED REV1 PACE E • - - e Inc. eremy Engineer II Attachments: Site Plan, Grease Interceptor Sizing AUG - 3 2007 City Of Tukwila UIa_C ti DWI ION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal may de ad9itionai plan revieQF4 ,IV MLA JUL 2 5 2007 _i.,. -. ;s. hr/ EXPARES 1/6/ 0/ 1Xtr11lO PACE Engineers, Inc. Kirkland Office 11255 Kirkland Way I Suite 300 1 Kirkland, WA 98033 p 425.827.2014 1 j 425.827.5043 p ac e e ng rs.com ■ (PAC) An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, Washington 98033 Phone: 425.827.2014 • Fax: 425.827.5043 I I l i 1 r '6P �s Mir AGE ProR t Pt, i ✓R I DER a?3 uPG f}I' PENP'Ki H (41 —04 r°Gy I~` -F W�'-f "T ate-42; (!� N AM b r.._tf. (z) 56 meals; �, 7 /aims/ 51�b ' ttL r~s $t _ sjfs = 1 s-- �4lla , (mot d, wtn sh, 7 , 'v a cL r„ ) 7 : i)cn''5 JMa.d.iAt ,2.5 ho L.-rs (co "n -- JOB NO. 0750 1 .oO JOB NAME FA MOU.s PAVES C•t. SHEET NO. / OF / CALCULATED BY J1_5 DATE 7 /// /O 7 CHECKED BY DATE I r r Gon1erV.}RYJ � S K,,e I 2.1.1 kr opt e.re..}Lion ( - J 4 z < 5 kr GI ry of ;rUK I LA : MIN, GREAse INTERS-Pt 1,QOO yRJh a. Usk; , DO0 CA OnJ !NTCRC.EFTQ Z_ PER_ 6 TA M DARD DETAIL- 55 -1 BIS/ED OR CQDq COMPLIANCE th' oVwD; AUG' -3 2007 ' tty Of Tukwila BUD DING DIVISION omwo LlilO cGwo Ila --- - - - --- 1 I Cp. FAMOUS DAVE'S RESTAURANT O ` 17770 SOUTHCENTER PARKWAY 1 TUKWILA, WA 98188 n 1 ` m GRAY WATER FROM .p RESTAURANT TO BE ROUTED THROUGH 1 PROJECT SEE p NEW GREASE INTERCEPTOR 9�G 2 S U1/ CO. ODEL NOTES 1 do /448"A 1,000 GALLON CAPACITY BUILDING FOOTPRINT --\ 5 LF — 6' PVC ",\-"j S =0.020 MIN. USE CAUTION WHEN 0 INSTAWNG VAULT TTELE AND GAS LINES. 1 5 LF — 6' PVC S =0.020 MIN. APPROXIMATE LOCATION- MOSTING CO GRAPHIC SCALE '° ° '. 20 GREASE INTERCEPTOR PLAN IN PEST ) I Inch - 10 feel L, p p n1 a ii- O =y •B r, ;lj• p S „p it t O Ci d O rJ w .y O �O A. V, � �" •y y ; ; U3 COi4p R, O O 97 •Z .0 -+ .D a- v 0 0 >~ 0 0 D cu o a y e�cri•+ En U CV Ca . -+ C1f U O .. � � ;a� a:d p °sf E: cd W 'd a a o a) va cc ti d D W CC .:n .0 �eU o 'COOv � w� �1 Q IATE LOCATION CO ii► Iii_ iilllil •il�Ilil- it ^I_I_liii_iiilllllif � Inch 1/16 2 Since 18�a *• EXISTING SEWER SERVICE LOCATION PREVIOUS CURRENTLY ABANDONED GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 208=433 -0179. ' 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY 'CALLING 206 -433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES, AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DES/GNAND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6, ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS'REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7, ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DES/GNAND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL.' 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR, VERTICAL DATUM SHALL BE NAVD 1986. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12, REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. PROJECT NOTES 1. CONTRACTOR SHALL VERIFY DEPTH OF EXISTING SEWER LINE AND CLEAN OUTS TO ENSURE SLOPE OF NEW SS PIPE IS AT A MINIMUM OF 2 %. 2, NEW GREASE INTERCEPTOR SHALL CONFORM TO CITY OF TUKWILA STANDARD DETAIL SS -14: - 3. ONLY GRAY WATER FROM SINKS, FLOR DRAINS, DRAINS UNDER GARBAGE COMPACTORS TO BE ROUTED THROUGH THE INTERCEPTOR. DO NOT ROUTE DISHWASHERS THROUGH THE GREASE INTERCEPTOR. CONTACTS PROJECT MANAGER: BILL PARREITA, AUTIN C/NAAJCHITECTS (253),531;4300 D FOR CONTRACTOR: JIM COLQUHOUN , APPLE TREE CONSTRUCTION (801)556- 2559°1- ")'1' —" DESIGN ENGINEER: JEREMYSATHER, PACE ENGINEERS ( 425): 827 =2014 , �•*,'�r''t'7 I I AUG - 3 7007 b1, Ils��l�� 1. 1�1�1��1�` Illl�l� •I�I:�I�Ill.11l.l�l.�lll.l�lali J �i Ste° ,.1rLc�y, 1'y'.I..• ', a .t,C v 19� 5 4 E Z 4 WO IIII�IIlllllll�lllllllll�llllll�ll�illllllll�lllllllll�lll .Il AL,t . Air, 1 s, p.s. 122021 ci0c Av Suite C w.tsV On 984425 .537.6542 0, ino.com �3 ARCK RE0 MICHAEL CINA srArEOfwulmlcloN An Engineering Semim Omfwy 11255 KYkIT Way, Sdte 300 IOrMand, WA 98033 P. 425.82720141 f. 425.827.5043 Civil I S W cW211 Planning I SwY paceengrs.c rn CL LU LU Z LL Q LL ckf 00 a C 0 rn c N a N E o_ a> �'. O Z) E C Q U U 0 0 i PACE Job #: 07501.00 Date: October 6, 2006 Revs: Date Cl .0 SIZING CHART DESIGN Number Of Meals x Waste Flow x Retention x Storage = Capac'ty FORMULA: Per Peak Hours Rate Time Factor In Gallons GALLON CAPACITY 1000 1250 1500 1750 2000 2500 2750 3000 4000 5000 6000 • „•. :4 A .12 A •12 A _ :1 A - DIM "R" 5' -0" 5' -0" 5'$" 5'-8" 6' 41" 6'-0" 6'-8" 8'-0" 8' -0" W-11" 9' -11" DIM "C" r-r 7 7' -r 7-2" 8' -0" 8' -0" w -o- 8' -7" 8' -7" 8' -11" 1(7-5" WATER DEPTH DIM "E" 3' -10" 4' -10" 4' -0" 4'4" 3' -10" 4' -9" 5'3" 4' -7" 6' -1" 4' -9" 5' -D" • DIM. A INLET DI 1' 8" VENT PIPES CONCRETE PLAN VIEW ADJUST TO GRADE SLOT BOTH SIDES 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577 -GA) OUTLET REWEwED ` ODE COMe)� ,. AUG — 3 20 1 NOTES: SECTION A -A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. City r 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 8 I r 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318 -83 BUIILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H - 20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. NOT TO SCALE City of Tukwila GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: SS -14 REVISION 111: 08.03 I LAST REVISION: 08.04 APPROVAL: B. SHELTON CLEAR ACCESS OPENINGS ' ' t ' I yyy�y i INSPECTION ' TEE = EP 3 TYP _ r 0 L 1' TYP �I iii 2' T -0" . .. mom, "... GROUT ALL AROUND . BOTH SIDES 2/3 LENGTH SLOT 1/3 LENGTH • DIM. A INLET DI 1' 8" VENT PIPES CONCRETE PLAN VIEW ADJUST TO GRADE SLOT BOTH SIDES 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577 -GA) OUTLET REWEwED ` ODE COMe)� ,. AUG — 3 20 1 NOTES: SECTION A -A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. City r 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 8 I r 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318 -83 BUIILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H - 20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. NOT TO SCALE City of Tukwila GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: SS -14 REVISION 111: 08.03 I LAST REVISION: 08.04 APPROVAL: B. SHELTON CLEAR ACCESS OPENINGS GROUT PRECASTDMOER I • DIM. A INLET DI 1' 8" VENT PIPES CONCRETE PLAN VIEW ADJUST TO GRADE SLOT BOTH SIDES 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577 -GA) OUTLET REWEwED ` ODE COMe)� ,. AUG — 3 20 1 NOTES: SECTION A -A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. City r 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 8 I r 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318 -83 BUIILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H - 20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. NOT TO SCALE City of Tukwila GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: SS -14 REVISION 111: 08.03 I LAST REVISION: 08.04 APPROVAL: B. SHELTON Project Info Pro)ectAddress . -7/J 1VYnkf4 /7Q,CPAlec&Ay Del , en Area In ft 77 jfle w.4 , .t%4— lI For Building Depenment Use ME M ,:� 6 , , w � Yru - ( Plans r Appfcant Name: k, Akidk / ,i t , n c Applicant Address: .� ! . nic Aviv ruin. c � r r ' t x f ., Applicant Phon j tv—VSc ' rA"..-7 � -0. ‘444 -lP Project Description Co "ii-- I -- ❑ New Building ❑ Addition lg. AAllte�rrat�loon �P p ❑ Included.... In��� Refer to WSEC Section 1513 for contrblscrQeMr(dssiorig an(en — 'ts.' c, Compliance Option 0 Prescriptive ellghllng Power Allowance 0 Systems Analysis (See Qualification Checklist (carer). indicate Prescriptive & LPA spaces dearly on plans.) . g Alteration Exceptions (check appropriate box - MC. 1132.3) ❑ No changes are being made to the lighting II Less than 50% of the Ibdures new, Instated Wattage not Increased, & space use not changed. Location (floor/room no.) Occupancy Description Allowed i Wad per ft **1 Area In ft .. Allowed x Area Watts/ Fixture Watts Proposed r r 1 .c__ air/Mir 7b /L4/8" dila- o. .-$ Co ?rev "ii-- I -- -- - --- " From Tade 15-1 (over) - document all exceptions on form LTO -LPA Total Allowed Watts _ _ice i�.." _ l� _ . g 02 WM Location (floor/room no.) Desaiption Future Description Number of Fixtures Allowed Watts x ft (or x If) Watts/ Fixture Watts Proposed r r 1 .c__ met- �, ��• ft t ' 4/ Lllorr/ak CORRECTION Open Parking /fa enitfrat LT R # Outdoor Areas 02 WM Bldg. (by facade)' 0.25 W/ft Bldg. (by perlm)' Toml P Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts Location Desaiption Allowed Watts per ft per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking paint) ( r, /}r',s7 02 We CO1e'ed Paridng (reflective paint) �, ��• ft t ' 4/ Lllorr/ak 0.3 W/R CORRECTION Open Parking / / rite/ 02 w/lt2 LT R # Outdoor Areas 02 WM Bldg. (by facade)' 0.25 W/ft Bldg. (by perlm)' -- '7.5 WM pct �Tp�� a the Choose her e facade area or the perimeter thod, fMtiMfie A ED rO rnnrr- rn , n TAnt/'F . . - - - Total Allowed Watts - • 2004 Washl . 1• State Nonresidential Energy Code Compliance Form Lighting Summary LTG-SUM 2004 Weaingtcn ante Na..wa dal raspy Cods amWrence Fan. Maximum Allowed Lighting Wattage Mterior Proposed Lighting Wattage (Interior) Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Ext Location Fixture Total Proposed Watts may not i or) the default table In the NRE p ,.. -1+SV ' 'P "' JAN 2 Sinn? BU Reeled May 2005 i1 it 'J- et .ot x - t Notes: 1. Use manufacturer's listed maximum Input wattage. For hardwired ballasts only, the default table In the NREC Technical Reference Manual may also be used 2. Indude exit lights unless less than 5 watts per Podure. 3. List all fixtures. For exempt lighting, not exception and leave Watts/FbrWre blank. Technical Reference Manual may also be used. bet of Watts/ tts F T Y F Tt�k JAN 4 ruut pip 1 Tiq or Total Proposes a f D00 Proposed Lighting Wattage (interior) Dining Areas Type A (Festoon), 12 volt, 2.6 watt lamps on 24" centers. (12) 100 W and (3) 150 W Total: 1,650 watts Type C (Pendant) (21) 50 watts Total: 1,050 watts Type D (Lights above bar counter and bar area, vapor tight 42 watt fluorescent) (10) 42 watts Total: 420 watts Type E (Pendant) (7) 100 watts, Note: enclose the lamp in a glass globe at the bottom of the fixture, a manufacturer's option) Total: 700 watts Type 11 (Vapor Jar) (5) 42 watts Total: 210 watts Total 4,030 watts proposed as Dining Areas Type F (Dual Lampholder), and Type F (Track Lighting) Exempt lighting per Washington State Energy Code, Chapter 51 -11 WAC, Section 1512.2, Subparagraph 7: "Lighting for....Non - Retail Displays ". The wall surfaces will be decorated with Famous Dave's corporate decor package. The typical ceiling height is 13 feet. The allowed watts can be increased 2% for every foot above 9 feet, therefore 13 ft. minus 9 ft. = 4 ft. x 1.02 = 1.08 watts/sf Dining Area: 3,798 sf x 1.08 watts /sf = 4101.84 watts allowed, OK Common Areas Type B (Recessed Can) (10) 26 watts Total: 260 watts Type U (Vanity Fluorescent) (2) 25 watts Total: 50 watts Type J (Surfaced Mounted Fluorescent) (3) 62 watts Total: 186 watts Total 496 watts proposed 6i Common Areas Common Area: 625 sf x .8 watts/sf = 500 watts allowed, OK Proposed Lighting Wattage (Exterior) Type M (Surface Mounted Par 38 Bullet) (8) 150 watts Total: 1200 watts Type N (Surface Mounted Downlight Cylinder) Not Used Type 0 (Surface Mounted Downlight Cylinder) (6) 250 watts Total: 1500 watts Type P (Surface Mounted Accent Spotlight) (2) 42 watts Total: 84 watts Type Q (Surface Mounted Uplight Cylinder) Not Used Type R (Surface Mounted Decorative RLM Shade) (4) 200 watts Total: 800 watts Type S (Surface Mounted Metal Halide) (5) 50 watts Total: 250 watts Type T (Glass Globe) (16) 50 watts Total: 800 watts Type W (Ground Mounted Floodlight) (2) 250 watts Total: 500 watts Type X (Surface Mounted Wall Prism) (2) 175 watts Total: 350 watts Total 5484 watts proposed @ exterior Maximum Allowed Lighting Wattage (Exterior): Building perimeter: 350 lineal feet x 7.5 W/1f = 2,625 watts allowed Space Heat Type 0 Eleddc resistance other (see over for definitions) Glazing Area Calculation Note: Bela* g walls may be Included in the Gross Ederlor Wag Area If they we Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA-1. (' opening) doss Exterior (vertical & overhd) dMded by Walt Area times 100 equals % Glazing 366 sir + g X 100 = g. I 2 Concrete/Masonry Option Check here using this option a project meets requirements for the Concrete/Masonry o yes it and a erg Option. See Dedslon Poached (over) for qualifications. Enter requirements for each qualifying O ne assembly below. Envelope Requirements (enter values as applicable) Fully Aeated/cooledspace Minimum Insulation R- values Roofs Over Attic Date v. t C For Building Deparhne Ten / FILE copy '� /G�' r 14—' , All Other Roofs ,1 -2g Opaque Walls' Applicant Address: it Lo L P 4 1 1` �� /�'f(t ,.i .,T fc. r,* rt - Below Grade Walls .— Floors Over Unconditioned Space Slabs-on-Grade et .10 Radiant Floors Maximum (6lactors Opaque Doors O. env Vertical Glazing u. S$ Overhead Glazing Maximum SHGC (or SC) VerticatlOverheed Glazing Project Info Proieet Address /771n crevnitl / t �i � CIC Date v. t C For Building Deparhne Ten / FILE copy '� /G�' r 14—' Applicant Name: kicfoli* L.._lr.ry Applicant Address: it Lo L P 4 1 1` �� /�'f(t ,.i .,T fc. r,* Sea ApPAcantPhone: sal- y.7Co 2004 Washi State Nonresidential En ti Code Compliance Form Envelope Summary Climate Zone 1 ENV -SUM 2D:14 Washington sits Nonresidential Energy Code Combo* Fame Project Description • Compliance Option ❑ Prescriptive ❑ Component Performance ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Semi-heated space 2 Minimum Insulation R- values Roofs Over Semi- Heated Spaces 1 . Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: I ❑ New Building ❑ Addition tgAltbratlon ❑ Change of Use Opaque Concretelslasonry Wall Requirements Walt Maximum t/- factor 1s 0.15 (R5.7 continuous ins) CMU block wells with bsulated cores candy If project qualities for Concrete/Masotry Option, list walls with HC a 9.0 Bfu/A ;'F below (other wails must meet Opaque Wan requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) .-ODE OC MPL FOR 1 /s sene•+. JAN 2 5 Zn01 v (11 B UILDING 0 STON RECEIVED cITVnFTI NOV 032006 PERMITCENTER ew4ad Wry 2006 U-factor ` 2004 Washington State Nonresidential Envelope Summary (back) Climate Zone 1 ENV -SUM 2004 Washington State Nomesidenal Energy Code Compliance Fame Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualities for the optional Presalptve Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Spar Hat type: For Un repose of &nearing bolding amalcae requirements the foram two categories comprise all spar hating types Other: AI other spar haling systems Including Ws, Bond heel, alt, and propae specs Meting systems and those systems listed In the exception to electric replan. (continued alright) Concrete/Masonry Opti Assembly Description Below Gad Wall (end) R -10 Below Grd Wall (oth) R -19 Roof Over Attie R30.■ M Other Rod R -21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.80,/ No� Yes Mass Wan insulation Req Mass Wag U0.15/R5.7c1 CMU Block Irma Cass Wood Frame R19 Metal Framed R19 —Yes— Glazing Criteria Met? Glazing Ma% 030% 3045% a45% Vert OH UVal UVal SHGC 0.65 0.70 0.45 0.45 0.60 0.40 Not Mowed Assy.Tag Presa(ptive Path Allowed Component Performance or Systems Analysis Required MC" OS— Glazing Criteria Met? Glazing Van OH Ana UVal UVS SHGC 030% 0.40 0.60 0.40 >30 Not Moved Wall Heat Capacity (HC) Totals Code Compliance Form Area weighted HC: divide total of (HC x area) by Total Area Ma Ilsslriw: Specs bating systems rich use siscbic meteor elements r the primary haling system indsng Oaebred, mart, and lard Sr wt eases the And electric voidance heat capacity accede 1.0 WM' el the gross rnonirled gar era. axaptlon: Hser PUPS and tm re Pare resistance Mating In variable drvclunle distribution system. Below Grd WaS (sxt) Below Grd Wad (oth) Rod( Over Attic M Other Roo( Raised Floor Slab -On -Grade Radar Floor Oom ue Door Wood Metal R -10 R -10 R -19 U -0.082 R-38 0.0.031 R-30 U -0.034 R-30 U -0.029 R -10 R -10 R -10 RAO U -0.60 U -0 .60 All InsWtion Installed? Area (sf) Mass Wag Insulation Req Mots Wen U0.15/RS.7cI CMU Block Ina Cores Wood Frame R19 Metal Framed U0.062 HCxArea Revised May 2005 • f the area weighted heat capacty (HC) of the total above grade wall Is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume H unless calculations are prodded; for all other walls, use Section 1009. VISSER a ENGINEERING STRUCTURAL CALCULATIONS (Tenant Improvement) Project: Famous Daves Southcenter Tukwila, Washington Project No.: 06-179 Client: AustinCINA Architects 12202 Pacific Avenue Suite C Tacoma, WA 98444 By: Date: Mike Visser, P.E. October 9, 2006 RECEIVED CITY OFTIJKWILP NOV 0 3 2006 PERMITCENTER rt.\ FILE COPY CODE CO �� AN 252001 BUILD Tu wile G DIVISION ( EXfl E3 OCT. 21. 2001 1 DD(o410 VISSER ENGINEERING CAL.CLL o#-J Sccr,c .1 / F, jnt r la a.e STio,T 7.0 '- PAP- SLLT AS 4. o t ou float /1- Digntfc SGc.770,- S. v 5E-r---r/ o nJ 7. SLcr,oAi g.v Psf5f)coAy Sc e_n) -J4 Pcenv FA CALCULATION SHEET Title Project 04-1 Client. Date Page O 2�� yr Pointer 47:26.39:387 "N 122'45'38. VV, elev 25,11 1 tM 0 . 2006'Navteq 02006 Europ'a'Technologles Streaming I I(IIIII11 :100 % , MCE Ground Latitude = 47 Period (sec) 0.2 1.0 Motion - Conterminous 48 States .4440, Longitude = - 122.2610 MCE Sa ( % g) 132.9 MCE Value of Ss, Site Class B 045.7 MCE Value of 51, Site Class B C1, D 0 o_ 1<`zG /2 5 0.354 --- D. � VISSER Ci. ENGINEERING IR • F4`S IA4 ` zo.s lore A.F.F. Jtc n5' c;P�Zh- Title: CALCULATION SHEET Project' Client Date: Page: 6 Dead Load: Unit Weight Beg. Crib width End Crib width Roof: Floor: Int. wall: Ext. wall: 15 15 60 80 psf psf plf plf 2 feet 0 feet Wall beginning 2 feet 0 feet Wall ending 0 feet 0 feet 0 feet 0 feet Beam Reactions: DLL = 0 DSL = 0.0452 DSL +LL = 0.0452 Beam # 0 Beam # 0 Beam # 0 Location Reaction Beam # Beam # Beam # 0 0 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. nib width End nib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 405 psi 1,074 psi 150 psi 1,300,000 psi Location Reaction DLL = 0 DSL = 0.0452 DSL +LL = 0.0452 Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +live Dead+ Live +Snow Maxinum Bending Moment: Maximum Shear:* 271 tt. Ibs. 104 lbs. 722.5 h.-lbs. 278 lbs. Allowable Stresses Deflection (m.) Area, A = 2.42 in. " 2 Cd = 1 Cd = 1.15 Modifiers DDL = 0.02712 Bearg, perp to grain Bending, Fb Shear, Fv Elasticity, E 405 psi 1,074 psi 150 psi 1,300,000 psi 1,235 psi 173 psi 1,300,000 psi CF = 1.1 CR = 1.15 Cfu = 1 CL = 0.999116 DLL = 0 DSL = 0.0452 DSL +LL = 0.0452 Limit 1/ 360 1./ 240 DTL = 0.07233 Required Section Properties Provided Section Properties Area, A = 2.42 in. " 2 Area, A = 13.88 in. " 2 Sect. Mod., 5 = 7.02 in. ^ 3 Section Modulus, $ = 21.39 in. ^ 3 Mom. of Iner., I = 16.84 in. ^ 4 I = 98.93 in. ^ 4 VISSER ENGINEERING Simple Beam Design Beam Number: Rafters 10.16 Beam Length: 8.5 feet L 0 A D I N G D E 5 1 G N Project: 06 -179 Client: AustinCINA Date: 10/5/06 Page: 1.1 Snow Load. unit weight Beg. trib width End trib width Roof: 25 psf 2 feet 2 feet Beam Reactions: Location Reaction Beam # 0 0 feet 0 pounds Reactions Beginning End Dead Load 128 pounds 128 pounds Live Load 0 pounds 0 pounds Snow Load 212.5 pounds 212.5 pounds Total 340 340 Required Bearing Length 0.56 in. 0.56 in. *Taken distance 'd' from support, subject to NDS 3.4.3 Provide: 2 10 Hem -Fir #2 P.T.:I N I Flat :I N I Repetitive: Y I Braced @ I 0.1 ft spring VISSER IG1 -'C' ENGINEERING f Fr K_ !,L A -ti 5 p_ ,' 34o il% CALCULATION SHEET Title Project Client - Date Page /afiz) S e0.7 '' k e1/45 Y /G 5 •027,H3 7, 4 — Oc 0.6 - 66 ' //' ) ' 35ae a (Mt 3 5ov' /7 /1 l qci i j /7,n - K . #S5 k47- 5: 5.46.11 1 ,z.6 o —Al` S�« Z ( 74 Al-6 €s 40 VISSER la ENGINEERING rel /J— s LS= 4o Zv i C / CALCULATION SHEET Title Project Client Date Page. z35 e » 2_35 / /2 /2 4 3554' "&_ ,ija$ ‘- g -' 5 S,4 G -V-3 MAK VL t..7. co4L L13.40 /5 �•�/a�- /'"�lC�d_/2.di..STf L LOA L-> /A- ' AgP 4: — J'5 "i /14-4> /Ie /7,3 /05F 41 ,4 1 .- Vef -r \/(2°`C 15,E "1 /75 ; 8-5 = /551 41,01_44- ° /514 lio.5 - //S4,) Z5," 1e-fr 3v 5e,a _ �h,o3 VISSER ., ' ENGINEERING /445 CALCULATION SHEET Title Project Client Date Page S° /7 7 44 7 76. 3 4 /55 • 0 q 4 ) 3 F, 7V 7,70 • 74 e = 2 o Z e n 70.7 ,)I` 64o`O45 1 t'v°• 546 SE/Sri (%o Sr,,&tJ - u ,= z.S) or 25 j ag( 2d n = // era U = O.ziS4 - f l ovo 3gc4 foLL / 4 1 L V 1/4-) Pi 0 345'tiMtc (.ACS leStriesi ig L4 FU J Ai re 9'0 — /4c /00C-7 1 4550I•‘. d : 4 , 6= Z 5= 2.mo,cr ¢CI p A-• 1.34- /54 -¢ /6ao pr. Z = 4 VISSER ENGINEERING CALCULATION SHEET Title Project Client: Date / Page: /.5 d = D.5• 1.5 '( /; ( / 4 i3G./4. //•s Tr'Y —� S ' a .� 3.a 3 d: d, 5 3.a3' </* 772 0.91 7.5 3. = 7S° A = Z_4� c: 72G' 3 D c/ k - L e/ �= 7' h d _ 7/q' = �o 0 7.075 1 (n`^ c : 1111 ■III NM IIIII 11111 _ _ _ �I11I1 r -11111 � : RI F 111■ 11111111 BMW: 0 I � I. 1 1.4 0 1 1 1 • 10'- • 10' ETE PATIO „ .. 10' •• co ere , ,; „ TYP EW CONC EW PAR Dead Load: Unit Weight Beg. trib width End trib width Roof: Floor: Int. wall: Ext. wall: 15 15 60 80 psf psf plf plf 5 feet 0 feet Wall beginning 5 feet 0 feet Wall ending 0 feet 0 feet 0 feet 0 feet Beam Reactions: DLL = 0 DSL = 0.10597 DSL +LL = 0.10597 Beam # 0 Beam # 0 Beam # 0 Location Reaction Beam # Beam # Beam # 0 0 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 405 psi 1,105 psi 150 psi 1,300,000 psi Location Reaction DLL = 0 DSL = 0.10597 DSL +LL = 0.10597 Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +Live Dead+Live+Snow Maxinum Bending Moment: Maximum Shear:* 459 rt.-lbs. 228 lbs. 1225 tt. lbs. 608 lbs. Allowable Stresses Deflection (in.) Area, A = 5.29 in. "2 Cd = 1 Cd = 1.15 Modifiers DDL = 0.06358 Bearg, perp to grain Bending, Fb Shear, Fv Elasticity, E 405 psi 1,105 psi 150 psi 1,300,000 psi 1,271 psi 173 psi 1,300,000 psi Cl- = 1.3 CR = 1 Cfu = .1 CL = 0.999917 DLL = 0 DSL = 0.10597 DSL +LL = 0.10597 Limit IJ 360 1J 240 DTL = 0.16956 Required Section Properties Provided Section Proper ties Area, A = 5.29 in. "2 Area, A= 19.25 in. "2 Sect Mod., S = 11.57 in. ^ 3 Section Modulus, S = 17.65 in. ^ 3 Mom. of Incr., 1 = 23.51 in. ^ 4 1 = 48.53 in. ^ 4 VISSER ENGINEERING Simple Beam Design L 0 A D I N G D E S I G N Beam Number: Rafters 6.60 Beam Length: 7 feet Project: 06 -179 Client: AustinCINA Date: 10/5/06 Page: 4.1 Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 5 feet 5 feet Beam Reactions: Location Reaction Beam # 0 0 feet 0 pounds Reactions Beginning End Dead Load 263 pounds 263 pounds Live Load 0 pounds 0 pounds Snow Load 437.5 pounds 437.5 pounds Total 700 700 Required Bearing Length 0.49 in. 0.49 in. *Taken distance 'd' from support, sublect to NDS 3.4.3 7I Provide: 4 x 6 Hem -Fir #2 iI P.T.:I N 1 Flat:1 N 1 Repetitive:) n 1 Braced @J 0.11ftspcing Dead Load: Unit Weight Beg. trib width End trib width Roof: Floor: Int. wall: Ext. wall: 15 15 60 80 psf psf plf plf 4 feet 0 feet Wall be 'nning 4 feet 0 feet Wall ending Meet 0 feet 0 feet 0 feet Beam Reactions: DLL = 0 DSL = 0.10473 DSL +LL = 0.10473 Beam # 0 Beam # 0 Beam # 0 Location Reaction Beam # Beam # Beam # 0 0 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. crib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 405 psi 575 psi 140 psi 1,100,000 psi Location Reaction DLL = 0 DSL = 0.10473 DSL +LL = 0.10473 Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +live Dead+ Live+ Snow Maxinum Bending Moment: Maximum Shear: • /50 tt. - lbs. 263 lbs. 2000 it. ibs. 700 lbs. Allowable Stresses Deflection (m.) Area, A = 6.52 in. "2 Cd = 1 Cd = 1.15 Modifiers DDL = 0.06284 Bear'g, perp to grain Bending, Fb Shear, Fv Elasticity, E 405 psi 575 psi 140 psi 1,100,000 psi 661 psi 161 psi 1,100,000 psi CF = 1 CR = 1 Cfu = 1 CL = 0.999963 DLL = 0 DSL = 0.10473 DSL +LL = 0.10473 Limit U 360 IJ 240 DTL = 0.16756 Required Section Properties Provided Section Properties Area, A = 6.52 in. "2 Area, A = 41.25 in. "2 Sect Mod., S = 36.30 in. ^ 3 Section Modulus, S = 51.56 in. ^ 3 Mom. of Iner., 1 = 64.80 in. ^ 4 1 = 193.36 in. ^ 4 VISSER ENGINEERING Simple Beam Design L 0 A D I N G D E S I G N Beam Number: 1 Beam Length: 10 feet *Taken distanced' from support, subj to NDS 3.4.3 Project: 06 -179 Client: AustinCINA Date: 10/5/06 Page: 4.2 Snow Load. unit weight Beg. crib width End trib width Roof: 25 psf 4 feet 4 feet Beam Reactions: Location Reaction Beam # 0 0 feet 0 pounds Reactions Beginning End Dead Load .300 pounds 300 pounds Live Load 0 pounds 0 pounds Snow Load 500 pounds 500 pounds Total 800 800 Required Bearing Length 0.36 in. 0.36 in. Provide: 6 x 8 Hem -Fir #2 l l P.T.:I N Flacl N I Repetitivea n I Braced @I 0.1 ft spcing Dead Load: Unit Weight Beg. nib width End nib width Roof: Floor: Int. wall: Ext. wall: 15 15 60 80 psf psf plf plf 0.5 feet 0 feet Wall beginning 0.5 feet 0 feet Wall ending 0 feet 0 feet 0 feet 0 feet Beam Reactions: DLL = 0 DSL = 0.08654 DSL +LL = 0.08654 Beam # 0 Beam # 0 Beam # 0 Location Reaction Beam # Beam # Beam # 0 0 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. nib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 405 psi 850 psi 150 psi 1,300,000 psi Location Reaction DLL = 0 DSL = 0.08654 DSL +LL = 0.08654 Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead+Live Dead+ Live +Snow Maxinum Bending Moment: Maximum Shear:* 23 ft: lbs. 18 lbs. 62.5 lt.-lbs. 48 lbs. Allowable Stresses Deflection (in.) Area,A= 0.41 in. "2 Cd = 1 Cd = 1.15 Modifiers DDL = 0.05192 Bear' g, peril to grain Bending, Fb Shear, Fv Elasticity, E 405 psi 850 psi 150 psi 1,300,000 psi 977 psi 173 psi 1,300,000 psi CF = 1 CR = 1 Cfu = 1 CL = 0.999991 DLL = 0 DSL = 0.08654 DSL +LL = 0.08654 Limit Li 360 U 240 DTL = 0.13846 Required Section Properties Provided Section Properties Area,A= 0.41 in. "2 Area, A= 825 in "2 Sect. Mod., 5 = 0.77 in. ^ 3 Section Modulus, 5 = 2.06 in. ^ 3 Mom. of Incr., I = 0.86 in. ^ 4 1 = 1.55 in. ^ 4 VISSER �.. ENGINEERING Simple Beam Design L 0 A D I N G D E 5 I G N Beam Number: Decking Beam Length: 5 feet "Taken distance 'd' from support, subject o NDS 3.4.3 Provide: Project: 06 -179 Client: AustinCINA Date: 10/5/06 Page: 4.3 Snow Load: unit weight Beg. nib width End Crib width Roof: 25 psf 0.5 feet 0.5 feet Beam Reactions: Location Reaction Beam # 0 0 feet 0 pounds Reactions Beginning End Dead Load 19 pounds 19 pounds Live Load 0 pounds 0 pounds Snow Load 31.25 pounds 31.25 pounds Total 50 50 Required Bearing Length 0.02 in. 0.02 in. 6 x 2 Hem -Fir #2 P.T.:I N I Flat:I y I Repetitive:I n I Braced 0.1Ift spcing it VISSER ti ENGINEERING Pc •s A- 776 J.—J CALCULATION SHEET Title' Project Client Date Page 4 •- PA y VOLT i C AL_ /f 4o g s f 2 /a/ K /owl z : l� s � /o 50 / ,fi1nn ,� 4 � ,/ r�fl ' AJA>, . 5o6' " 8 T `/ i 6K G 5= 2_7.73 ,U / 752 d : 4 , 1..); z � of /4 = 2.3 cio / 711 1 °e t 44-42)7/ 1 (If i;; ei 448 4 1-‘41 X2¢1' Dead Load: Unit Weight Beg. trib width End trib width Roof: Floor: Int. wall: Ext. wall: 15 15 60 80 psf psf plf plf 4 feet 0 feet Wall beginning 4 feet 0 feet Wall ending 0 feet 0 feet 0 feet 0 feet Beam Reactions: DLL = 0 DSL = 0.56461 DSL +LL = 0.56461 Beam # 0 Beam # 0 Beam # 0 Location Reaction Beam # Beam # Beam # 0 0 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. trib width End Crib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 405 psi 1,232 psi 150 psi 1,520,000 psi Location Reaction DLL = 0 DSL = 0.56461 DSL +LL = 0.56461 Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:* 3000 it.-lbs. 544 lbs. 8000 lt.-lbs. 1450 lbs. Allowable Stresses Deflection En.) Area, A = 12.61 in. " 1 Cd = 1 Cd = 1.15 Modifiers DDL = 0.33877 Bear'g, perp to grain Bending, Fb Shear, Fv Elasticity, E 405 psi 1,232 psi 150 psi 1,520,000 psi 1,417 psi 173 psi 1,520,000 psi CF = 1.1 CR = 1 Cfu = 1 CL = 0.999809 DLL = 0 DSL = 0.56461 DSL +LL = 0.56461 Limit 1./ 360 L/ 240 DTL = 0.90338 Required Section Properties Provided Section Properties Area, A = 12.61 in. " 1 Area, A = 39.38 in. ^ 2 Sect. Mod., 5 = 67.77 in. ^ 3 Section Modulus, S = 73.83 in. ^ 3 Mom. of Iner., 1 = 375.16 in. ^ 4 1 = 415.28 in. ^ 4 VISSER .`� ENGINEERING Simple Beam Design L 0 A D 1 N G D E S I G N Beam Number: 5 Beam Length: 20 feet *Taken distanced' from support, subj to NOS 3.4.3 Project: 06 -179 Client: AustinCINA Date: 10/5/06 Page: 4.5 Snow Load: unit weight Beg. trib width End nib width Roof: 25 psf 4 feet 4 feet Beam Reactions: Location Reaction Beam # 0 0 feet 0 pounds Reactions Beginning End Dead Load 600 pounds 600 pounds Live Load 0 pounds 0 pounds Snow Load 1000 pounds 1000 pounds Total 1600 1600 Required Bearing Length 1.13 in. 1.13 in. I r Provide: 4 x 12 Hem -Fir Sel Struc 1 P.T.:I y 1 Flanl n I Repetitive:I n I Braced @I 0.1Iftspcing VISSER ENGINEERING /415 y t° /s4tt- C 7 1 "'VCco6v -( A/ / � /ne, /,J,tiJO r qZ c c 4 5Le5n c fr CALCULATION SHEET Tide Project Client Date Page c / 67 , o.00zsc. 0.7-�o ( l/ ‘) //6/: O. . C = 7, o /a • 7 / ( 5 6 0. Y= 0, Z4) 90 p - ZG,G ( c 2G. tic G0 /3Z8'_ / S �� )<� 0. Off' 06r Ok,i/D.61 oo.1tK o3Z -07 ,11 /ict 40)3.81 6,3z-11)' /G -997 Q, 5 7/.17/ //3/ / -d 4 < nN ,( -t VISSER ENGINEERING / » >(6 . //6 -6 A t. = 4c- 2 - n�fr CALCULATION SHEET Title G I v . a . J T F C . t . 7l T N(c. r t iVE - t.O 6L ,d rb- 1 w , /371 1 25 z g 5 /'7K Project Client Date. Page (o'Z e 32` 0- / /4 �fr 0-= 0.4 Se 3_B/- a .04% z 24.13 11 t 16,914A1:- /5> > 4t - o� C'.771 /6 " 74,25` ) = (21 ,00/27 - O.OU1- - O.OA /77 7 6 00O71�75 � I re Ca. D6 ,H /ft. 6) di Q 40 "c) a : o.z•6o o. ,tz a . ( z 60 (d - o, j 9z /t, /it. �Q Cd- e./?) C /3z S t @an • 0 . A14Ao - b = 1p" 4, /2-d c_ / elF H55 10x4x .0.5. I0' -6" A Dead Load: Unit Weight Beg. nib width End tnb width Roof: Floor: Int. wall: Ext. wall: 15 15 60 80 psi psf plf plf 5 feet 0 feet Wall beginning 5 feet 0 feet Wall ending 0 feet 0 feet 0 feet 0 feet Beam Reactions: DLL = 0 DSL = 0.00353 DSL +LL = 0.00353 Beam # 0 Beam # 0 Beam # 0 Location Reaction Beam # Beam # Beam # 0 0 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 405 psi 460 psi 140 psi 1,045,000 psi Location Reaction DLL = 0 DSL = 0.00353 DSL +LL = 0.00353 Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead+Uve Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:* 150 lt. -lbs. 103 lbs. 400 ft. 275 lbs. Allowable Stresses Deflection (in.) Area, A = 2.56 in." 2 Cd = 1 Cd = 1.15 Modifiers DDL = 0.00212 Bear'g, peril to grain Bending, Fb Shear, Fv Elasticity, E 405 psi 460 psi 140 psi 1,045,000 psi 529 psi 161 psi 1,045,000 psi CF = 1 CR = I Cfu = 1 CL = 0.999969 DLL = 0 DSL = 0.00353 DSL +LL = 0.00353 Limit L/ 360 U 240 DTL = 0.00564 Required Section Properties Provided Section Properties Area, A = 2.56 in." 2 Area, A = 41.25 in. " 2 Sect Mod., 5 = 9.07 in. ^ 3 Section Modulus, 5 = 51.56 in. ^ 3 Mom. of Iner., I = 5.46 in. ^ 4 I = 193.36 in. ^ 4 VISSER ENGINEERING Simple Beam Design L 0 A D I N G D E S 1 G N Beam Number: 3 Beam Length: 4 feet 'Taken distance 'd' from support, subject to NDS 3.4.3 Project: 06 -179 Client: AustinCINA Date: 10/5/06 Page: 7.1 Snow Load: unit weight Beg. nib width End trib width Roof: 25 psf 5 feet 5 feet Beam Reactions: Location Reaction Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Reactions Beginning End Dead Load 150 pounds 150 pounds Live Load 0 pounds 0 pounds Snow Load 250 pounds 250 pounds Total 400 400 Required Bearing Length 0.18 in. 0.18 in. Provide: 6 x 8 Hem -Fir #2 P.T.:1 y I Flat:I n I Repetitive:I n I Braced @I 0.1Ift spcing Dead Load: Unit Weight Beg. crib width End trib width Roof: Floor: Int. wall: Ext. wall: 15 15 60 80 psf psf plf plf 2 feet 0 feet Wall beginning 2 feet 0 feet Wall ending 0 feet 0 feet 0 feet 0 feet Beam Reactions: DLL = 0 DSL = 0.07099 DSL +LL = 0.07099 Beam # 3 Beam # 0 Beam # 0 Location Reaction Beam # Beam # Beam # 3 0 0 4.5 feet 0 feet 0 feet 150 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. crib width End nib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 405 psi 460 psi 140 psi 1,045,000 psi Location Reaction DLL = 0 DSL = 0.07099 DSL +LL = 0.07099 Beam # 3 Beam # 0 Beam # 0 4.5 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead+Live Dead +live +Snow Maxinum Bending Moment: Maximum Shear:* 641 it. -lbs. 191 lbs. 1710 tt. -lbs. 510 lbs. Allowable Stresses Deflection (in.) Area, A = 4.75 in. " 2 Cd = 1 Cd = 1.15 Modifiers DDL = 0.04259 Bearg, peep to grain Bending, Fb Shear, Fv Elasticity, E 405 psi 460 psi 140 psi 1,045,000 psi 529 psi 161 psi 1,045,000 psi CF = 1 CR = 1 Cfu = 1 CL = 0.999969 DLL = 0 DSL = 0.07099 DSL +LL = 0.07099 Luna 11 360 L/ 240 DTL = 0.11358 Required Section Properties Provided Section Properties Area, A = 4.75 in. " 2 Area, A = 41.25 in. ^ 2 Sect. Mod., S = 38.79 in. ^ 3 Section Modulus, S = 51.56 in. ^ 3 Morn. of Iner., I = 48.80 in. ^ 4 1 = 193.36 in. ^ 4 VISSER • Simple Beam Design L O A D I N G D E S I G N Beam Number: 4 Beam Length: 9 feet *Taken distance from support, subject to NDS 3.4.3 Project: 06 -179 Client: AustinCINA Date: 10/5/06 Page: 7.2 Snow Load: unit weight Beg. trib width End crib width Roof: 25 psf 2 feet 2 feet Beam Reactions: Location Reaction Beam # 3 Beam # 0 Beam # 0 4.5 feet 0 feet 0 feet 250 pounds 0 pounds 0 pounds Reactions Beginning End Dead Load 210 pounds 210 pounds Live Load 0 pounds 0 pounds Snow Load 350 pounds 350 pounds Total 560 560 Required Bearing Length 0.25 in. 0.25 in. Provide: 6 x 8 Hem -Fir #2 P.T.:I Y I Flat:) n I Repetitive:I n I Braced @I 0.1Ift spcing Dead Load: Unit Weight Beg. trib width End trib width Roof: Floor: Int. wall: Ext. wall: 15 15 60 80 psi psf plf plf 8 feet 0 feet Wall beginning 8 feet 0 feet Wall ending 0 feet 0 feet 0 feet 0 feet Beam Reactions: DLL = 0 DSL = 0.80815 DSL +LL = 0.80815 Beam # 0 Beam # 0 Beam # 0 Location Reaction Beam # Beam # Beam # 0 0 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 405 psi 850 psi 150 psi 1,300,000 psi Location Reaction DLL = 0 DSL = 0.80815 DSL +LL = 0.80815 Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +Live Dead + Live +Snow Maxinum Bending Moment: Maximum Shear: • 6000 it-lbs. 1068 lbs. 16000 tt: lbs. 2847 lbs. Allowable Stresses Deflection (in.) Area, A = 24.75 in. "1 Cd = 1 Cd = 1.15 Modifiers DDL = 0.48489 Beaig, perp to grain Bending, Fb Shear, Fv Elasticity, E 405 psi 850 psi 150 psi 1,300,000 psi 977 psi 173 psi 1,300,000 psi CF = 1 CR = 1 Cfu = 1 CL = 0.9998 DLL = 0 DSL = 0.80815 DSL +LL = 0.80815 Limit 1l 360 L/ 240 DTL = 1.29303 Required Section Properties Provided Section Properties Area, A = 24.75 in. "1 Area, A = 46.38 in." 2 Sect. Mod., S = 196.46 in. ^ 3 Section Modulus, S = 102.41 in. ^ 3 Mom. of Inc., I = 877.29 in. ^ 4 I = 678.48 in. ^ 4 VISSER ° -,,,,5 ° ; ENGINEERING Simple Beam Design Beam Number: EP Beam Length: 20 feet L 0 A D 1 N G D E S 1 G N Project: 06 -179 Client: AustinClNA Date: 10/5/06 Page: 8.1 Snow Load: unit weight Beg. Crib width End trib width Roof: 25 psf 8 feet 8 feet Beam Reactions: Location Reaction Beam # 0 0 feet 0 pounds Reactions Beginning End Dead Load 1200 pounds 1200 pounds Live Load 0 pounds 0 pounds Snow Load 2000 pounds 2000 pounds Total 3200 3200 Required Bearing Length 2.26 in. 2.26 in. *Taken distance 'd' rom support, subject to NDS 3.4.3 Provide: 4 x 14 Hem -Fir #2 P.T.:I N I Flat:l N I Repetitive:I n I Braced @I 0.1Ift spcing NG NG II Dead Load: Unit Weight Beg. nib width End trib width Roof: Floor: Int. wall: Ext. wall: 15 psi 15 psf 8 feet 0 feet Wall beginning 8 teet 0 feet Wall ending 60 plf 80 plf 0 feet 0 feet 0 feet 0 feet Beam Reactions: DLL = 0 DSL = 0.05051 DSL +LL = 0.05051 Location Reaction 0 pounds 0 pounds 0 pounds Beam # HVAC Beam # 0 Beam # 0 5 feet 0 feet 0 feet 1500 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. Crib width End Crib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 405 psi 850 psi 150 psi 1,300,000 psi Location Reaction DLL = 0 DSL = 0.05051 DSL +LL = 0.05051 Beam # HVAC Beam # 0 Beam # 0 5 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +live Dead+ Live +Snow Maxinum Bending Moment: Maximum Shear:* 5250 tt. -Ibs. 1218 lbs. 7750 k.-lbs. 1997 lbs. Allowable Stresses Detiection Ctn.) Cd = 1 Cd = 1.15 Modifiers DDL = 0.09597 Bear'g, perp to grain Bending, Fb Shear, Fv Elasticity, E 405 psi 850 psi 150 psi 1,300,000 psi 977 psi 173 psi 1,300,000 psi CF = 1 CR = 1 Cfu = 1 CL = 0.9998 DLL = 0 DSL = 0.05051 DSL +LL = 0.05051 Limit U 360 1J 240 DU = 0.14648 VISSER ENGINEERING Simple Beam Design L 0 A D 1 N G D E 5 I G N Beam Number: EP Beam Length: 10 feet Project: 06 -179 Client: AustinCINA Date: 10/5/06 Page: 8.2 Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 8 feet 8 feet Beam Reactions: Location Reaction Beam # HVAC 5 feet 0 pounds Reactions Beginning End Dead Load 1350 pounds 1350 pounds Live Load 0 pounds 0 pounds Snow Load 1000 pounds 1000 pounds Total 2350 2350 Required Bearing Length 1.66 in. 1.66 in. *Taken distance 'd' from sup on, subject to NDS 3.4.3 Required Section Properties Area, A = Sect. Mod., 5 = Morn. of Iner., I = 17.36 in. "2 95.16 in. ^ 3 198.76 in. ^ 4 Provided Section Properties Area, A = Section Modulus, 5 = I= 46.38 in. ^ 2 102.41 in. ^ 3 678.48 in. ^ 4 Provide: 4 x 14 Hem -Fir #2 �I P.T.:I N I FIat:I N I Repetitive:) n I Braced @I 0.1lftspcing A FESTOON: • TOKISIAR • EXBK- 12 -I24F - PROVIDED BY OWNER. INSTALLED BY ELECTRICAL pp CONTRACTOR (-! e - 24V7.Sw LAMP ,P�YBAAF�o �� ( HUNG FROM TRUSS- REFER TO DETAIL 6YAB.T ix IU& - REFER TO fLECTRCM DRAWINGS B i /49 to PLAN SYMBOL .2o I // /5Aofl_ I`-B ,to' 4 AI 5 iota° 9Zg I yAul) I 1 z �14� 11. BILE COPY Perm:t No. .. ., ..4 Q I ILUULt DESCRIPTION RECESSED CAN - FUND 1C2/230CBW N(IOOA - PROVIDED WI OWNER. RIS7ALLED BY ELECTRK:AI CONTRACTOR - 60APWIDDI TAMP - REFER 10 ELECTRICAL DRAWINGS PENDANT: - CA I- TX150-A -G%F -M - PROVIDED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR 6DWG9F TAMP - BOTTOM OF FIXTURE 0 -6" A.F.F. OF PLATFORM - REFER TO DEIAX 6 /A8.1 - REFER TO ELECTRICAL DRAWINGS KEYLESS LAAIPHOLDER: - PROVIDED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR - 50wPafl0n1 LAMP BOTTOM OF FIXTURE 09U AF.F., VERIFY WBH OWNER PRIOR 10 NSTALU110N -REFER TODlTAR 6/A8.1 - REFER TD ELECTRICAL DRAWINGS PENDANT: -H I L WHTNG254C96WIASICY - PROVDFD BY OWNER. NSFAUED BY ELECTRICAL CONTRACTOR -6()w A LAMP - BOTTOM OF FIXTURE 0 9'-P AF.F., VERIFY WITH OWNER PRIOR TO INSTALLATION - REFER TO DETAIL 61A8.1 - REFER TO ELECTRICAL DRAWINGS DUAL LAMPHOLDER'. - SIONCODOUBLE 34002 - PROVIDED 07 OWNER, INSTALLED BY ELECTRICAL CONTRACTOR • 50wPar2OM LAMP - BOTTOM OF FIXTURE 0 9'-0A.F.F. - REFER TO DEINL 6/A8.1 - REFER TO ELECTRICAL DRAWINGS TRACK LIGHTING: - JUNO TL301BL PROVIDED81 OWNER, INSTALLED BY ELECTRICAL CONTRACTOR SONMRI6 LAMP - MOUNT 0 BOTTOM OF TRUSS, U.N.O. - REFER 70 ELECTRICAL DRAWINGS VAPOR JAR: - H al LIGHTING 10409612 - PROVIDED BY OWNER INSTALLED BY ELECTRICAL CONTRACTOR 4OWAtAMP -1 /7 HUB - REFER TO DEEM. 3/A8. - REFER 10 ELECTRICAL CRAW WGS LAY4N FLUORESCENT'. - 2'4X -TP UIHOWA GT 42 Al2123GEB - PROVIDED AND INSTALLED BY ESECIRICMG.C. 32VIRS10 LAMP - PRISMATIC LENS • REFER TO ELECTRICAL DRAWINGS SURFACE MOUNTED RI/CRESCENT: - LITHONIA TC 2 32 120 010 L81 PROVIDED AND INSTALLED BY ELECTRICAL G.C. - 0I32• RS TB - REFER 10 ELECTRICAL DRAWINGS COOLER FLUORESCENT: 4f- FLORESCENT STRIP - PROVIDED BY COOLER SUPPLIER, INSTALLED BY I (-_ y ELECTRICAL CONTRACTOR V REVI FOR CODE CO r ..B,n�rcp JAN 25'L0 a il of TU !la 1UILDING ©N LIGHT FIXTURE SCHEDULE PLAN S ' L M j4 0 0 JaW t 801. S DESCRIPTION COOLER VAPOR PROOF LIGHT: • PROVIDED BY COOLER SUPPLIER, INSTALLED BY ELECTRICAL CONTRACTOR - REFER TO ELECTRICAL DRAWINGS SI IRFACEMOUNTED PAR 38 9IILLF7: BLACK FINISH -MOUNT E) UNDER AWNING - STONCO -3373 - 60PARSOIHAU4t30 -130V -LOCATE REMOTE BALLAST 04 ACCESSIBLE LOCATION - PROVIDEDBY OWNER. INSTALLED BY ELECTRICAL CONTRACTOR - REFER RI/ELECTRICAL DRAWINGS SURFACED M W NTED DOWN W HI CTUNOER: - HONEYCOMB BAFFLE AND AMBER COLOR FRIER BRONZE SARN RNISH - OK LIGHTING - APHIBZP -4.11 - SPECIAL FK UGHUNG - 90PAR3B/HAUSP I2/W -130V LAMP PROMO BY OWNER. RIRALLF08Y ELECTRICAL CONTRACTOR -REFER IO ELECTRICAL DRAWINGS SURFACED MOUNTED DOWNLIGHT CYUNDER: - HONEYCOMB BAFFLE AND AMBER COLOR FILTER - BRONZE SA1N ENV - OK UGMIING- AP- B- BZP -9-I I - SPECIAL FX UGHIING - 90PAR3RMAL/SPI2/LL -133V LAMP - ROMEO BY OWNER, INSTALLED BY ELECIRCAL CONTRACTOR - REFER TO ELECTRICAL DRAWINGS SURFACED MOUNTED ACCENT SPOTLIGHT: -MOUNT CANOPY WITH TRANSFORMER - OK LIGHTING - .511bSZP- 7- 9- A- PP- 5.12 48ZP - BRONZE SATIN FNISN -93W MRC1E/CCIWIDIAMP - PROVIDED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR - REFER 10 ELECTRICAL DRAWINGS SURFACED MOUNTED UPUGHI CYLINDER: - HONEYCOMB BAFFLE AND AMBER COLOR FILTER • BRONZE SHIN FINSH - BK LIGHTING - CK -0-BZP -9.11 - SPECIAL FX VOWING - SOPAR20/SR9 LAMP - PROVIDED BY OWNER. INSTALLED BY ELECTRICAL CONTRACTOR • REFER 10 ELECTRICAL DRAWINGS SURFACED MOUNTED DECORATIVE RIM SHADE: - H 11 LIGHTING FD- 156511096 - GALVANIZED MIEN -130 V LAMP - PROVIDED BY OWNER. INSTALLED BY ELECTRCAI CONTRACTOR - REFER TO ELECTRICAL DRAWINGS CUSS GLOBE: -H 8l WETTING FD- IR50MR - VAPOR TIGHT W/ TRANSPARENT RED OR GOLD GLASS GLOBE - MCHSONYMP/3K LAMP - LOCATE REMOTE BALLAST 04 ACCESSIBLE LOCATION - PROVDED BY OWNER, IdTMS D BY ELECIRCAL CONTRACTOR 0 6 SURFACED MOUNTED METAL HFM; -H &t UGH11NG FD-11850M0 - VAPOR 110011 W/ TRANSPARENT RED OR GOLD GLASS GLOBE - MCHSO/0)MP/3KLMAP LOCATE REMOTE BALLAST IN ACCESSIBLE LOCATION - PROVIDED BY OWNER. INSTALLED 51 MECTRCAL CONTRACTOR - REFER TO ELECTRICAL DRAWINGS 0 4- I LLE 31 L 3R d'. SB3 am S40 MUD NNfl16 RNH BL 0301: 53 gyp T41 LP NOV 0 3 2006 PERMVTCENTE LIGHT FIXTURE SCHEDULE PLAN SYMBOL DESCRIPTION VANRY RUORESCENT: - COLUMBIA LIGHTING 054-2 - PROVIDED AND INSTALLED BY ELECTRICAL G.C. - 32W RS TB LAMP - REFER TO ELECTRICAL DRAWINGS I I (O t i / 0 2� o.J"-o CORNICE LIGHT STRIP: - TOKISTAR - EX8K -6- 124 -R -EX -MD-BK - PROVIDED BY OWNER. INSTALLED BY ELECTRICAL CONTRACTOR - 24v7.5w LAMP - RED GLOBE t � - REFER TO aECTRICAL DRAWINGS N U GROUND MOUNTED FLOODLIGHT: - BK LIGHTING - AL-0A1P -9 -A- PPS -12-& BZP - SPECIAL FX LIGHTING - 45WPAR/HIR/SP LAMP - BRONZE SATIN KNISH, ANGLE SHROUD COLOR FILTER - REFER TO ELECTRICAL DRAWINGS SURFACE MOUNTED WALL PRISM: - STONCO - WPM175MA - 175W MH BT28MOGUL LAMP - CWA (FPF) BALLAST - REFER TO ELECTRICAL DRAWINGS 21 O k7 NOTES: 1.) REFER TO EEC. DWGS. FOR ADDITIONAL INFORMATION 2.) UGHT FIXTURES LOCATED IN SUSPENDED CHUNG SYSTEM GIRDS SHALL BE CENTERED IN NE GRID BAY - U.N.O. 3.) AU. DIMENSIONS ARE TO CENTERUNE OF UGHT FIXTURE AND /OR FACE OF FINISHED WALL - U.N.O. DI -4 DI -6 2 3 /0 a ` j+ b erif f L a k L Ld10 f rr l r` it:L.& f K 3 ai 3 Rao 44 GLOBE COLOR n I�It<wootc >2 CLEAR FROSTED AMBER GREEN BLUE RED VIOLET MULTI - COLORS LAMP STYLE 112 12V/2.6 WATT 212 12V/4.2 WATT 124 24V/7.5 WATT LAMP SPACING 6 6" 12 12" 24 24" I PRODUCT SELECTION GUIDELINES • The three key considerations in specifying the Exhibitor System arc: 1. LAMP SPACING Select the most distant lamp spacing necessary to meet the design goal. Spacing lamps closer together does not necessarily add more impact. If lamps are spaced too close together. the effect of distinct points of light will he lost from distant viewing perspectives. CABLE /SOCKET COLOR BK BLACK WH I WHITE MOI1N'TING DISKS EX-MD-W11 (WIIITC) IiX- M1)-I3K (BLACK) 2. LAMP STYLE The proper selection is influenced by surrounding light levels and viewing distance. For long -range viewing or higher - ambient settings. the 7.5 or 4.2 watt lainp may be required. The 2.6 want lamp is ideal for most applications within short viewing distance. SPECIFY BY CATALOG NUMBER EXBK -12 -212 -C CUSTOM SPACINGS AVAILABLE DISKS WITII ADAPTOR EX- MDA -W11 (wIl('lli) LX - }IDA -11K (111.A('K t MOUNTING OPTIONS TT Exe c- -i�- - � 3. VOLTAGE DROP Since this is a low - voltage system, consideration should he given to its voltage - drop characteristics. In some cases. the best product selection may be influenced by the fixture's maximum Ionia h. Refer to the chart on Iltc back page For this data. l YOU MAY COMBINE COLORS Iixhihitur Series can he securely snot nted to tiny structure with our screw - dow 1 mo disks or mounting straps. For fevuxm applications from 1 /8" or 3/16'0 wire rope. select our n punting disk with adaptor. MOUNTING STRAI'S Ex-ms - WH 1WHIlli) EX-MS-11K MI.ACK) PART N OUTPUT WATTS FUSES LAMP CAPACITY 112 212 124 APPROX SIZES AND WEIGHT LENGTH HEIGHT WIDTH WEIGHT T12 -100 12 VAC 100 1 0 10 AMP 34 21 N/A 5" 7" 5" 10 LBS T12.150 12 VAC 150 1 0 15 AMP 51 31 N/A 5" 7" 5" 12 LBS T12-300 12 VAC 300 1 0 25 AMP 102 63 N/A 5" 7" 6" 16 LBS T12 -600 12 VAC 600 2 ®25 AMP 206 126 N/A 5" 9" 6" 22 LBS T24 -100 24 VAC 100 1 0 5 AMP N/A N/A 12 5" 7" 5" 10 LBS T24 -150 24 VAC 150 1 0 7 AMP N/A N/A 18 5" 7" 5" 12 LBS T24 -300 24 VAC 300 1 0 15 AMP N/A N/A 36 5" 7" 5" 16 LBS T24 -600 24 VAC 600 1 0 25 AMP N/A N/A 72 5" 9" 5" 22 LBS T24 -750 24 VAC 750 2 0 15 AMP N/A N/A 90 7" 9" 5" 22 LBS 724.1000 24 VAC 1,000 2 0 25 AMP N/A N/A 120 7" 9" 5" 32 LBS LAMP SPACING 112 LAMP STYLE 212 12 6" 61 (30') 51 (25) 61 (30') C12") 46 (45') 36 (35') 56 (55) 24" 33 (64') 26 (50') 41 (80') The voltage drop chart indicates the maximum number of lamps recommended on an independent length of fixture. This chart is based upon a 5 foot lead wire from the first lamp. If additional lend wire is required, deduct that additional amount from the figures shown. For example, if you require a 15 foot lead, deduct 10 feet from the figure shown. For voltage drop data on custom spacings not shown, consult factory for recommended fixture length. All figures are based upon approximately 7% voltage drop. TAe The most efficient layout must take inn considetmion the fixture's maximum length and transformer output capacity. Longer tuns or product can be operated by centrally locating transformers and reeding fixtures no either side. i VOLTAGE DROP DATA TYPICAL SYSTEM LAYOUT 30' BX0K -12 -212 130 WAITS/12 VOLTS FIXTURE LLNGTI 5 Fr LEAD MAXIMUM B OF LAMPS (PI'.) PER FIXTURE TRANSFORMERS J Transformers are ETL Listed to UL Standard 1571 for use with lighting fixtures. and provided in Nema 3R raintight enclosures. Input voltage is 120 VAC/60 Hz. Secondary outputs are protected by fuses, with a maximum rating of 25 amps. Exhibitor Lighting fixtures are rated to a maximum of 20 amps. Non:, tit ANSfoRMl °.R CAPACI:1m INCI.IIDIi A arx. DIiRA'rIN(I PA( CONS' II :1' PA(9URY I•UR VUI :I'AGR*AVA'1 S Nor SI ID W N. T12-300 TRANSFORMER ,• 30' EXI3K -12 -212 130 WA'I'TS /12 VOLTS 1 1 at- f (4 ( TOKISTAR LIGHTING INCORPORATED 1561 N. Gemini Place Anaheim, California 92801 U.S.A. Phone (714) 772 -7005 • Toll Free In The U.S.A. (877) 340 -7633 • FAX (714) 772 - 7014 e -mail: info @tokistar.com internet: www.tokistar.com G1.1.1 Juno Project: Fixture Type: Location: Contact /Phone: PRODUCT DESCRIPTION TC Housing design for use in noninsutoted areas • 0 installed where insulation Is present, the insulation must be pulled bock 3" from all sides of the TC housing. PRODUCT SPECIFICATIONS Lamp Lamp ratings based on Trim solecled -we reverse. Socket Medium base porcelain with nickelplaled copper screw shell • Drop socket with sp irrg to accommodate groin trim insalotton. Trims Trim selection shown on reverse. Labels U.L. listed for through-branch wiring, dome locations and IP • Product thermally protected against improper use of amps or insulation • Union made AFL -CIO • Ul Listed /CSA certified • Trims 20, 21, 22, 240, 241, 242, 243 and 9900 are wet location approved or covered piling applications • Trims 28, 29 ore wet location approved or covered ceiling applications, when used withrutdoer rated lamps. Testing Ai reports ore based on published industry procedures; field performance may differ from laboratory performance, Product specifications subject to change without notice. INSTALLS: 110N Real Nag 3 Ser Hangers Telescoping, potentpending Real Ishii 3 system permits quick placement of housing anywhere within 24" O.C. joists or suspended ceilings • Integral 1-bar notch and clip secures housing in suspended ceiling grid - no occessory clips required • 24' expansion sap Bows quick placement of fixture in standard grid spacing • Bors scored in two locations for fast, clean breaking, allowing housing installation in tight applications • Bors copeve to mounting frame • Edge mounted or extra saength • Captive bugle - headed ring shank nail for quick one-step Insielaton and easy removal with claw hammer or fixture relocation • Ouickloc slot and oversized locking set screw lock fixture In position • Bar hanger foot contoured to align to bottom of construction joist • Alternate mounting holes included. Junction lox Pm junction box provided with l51 a and ( W knockouts, (4) Roman connectors ford ground wire, U.L. Rsted /CSA certlfied for through-brands wiring, moximum 8 No. 12 AWG 90' C branch circuit conductors (4 a, 4 out) • )unction box provided with removable access plates • Knocks" equipped with pryout slits. Mounting Manse 22-gouge die-formed galvanized steel mounting home • Rough-in section duncton box, mounting home, (rousing and bar hangers) fully assembled or ease of installation. Haudng TC housing, 22-gouge white painted steel • Housing is vertically adjustable to accommodate up to o 2' aging thkkness. 10 12Pr REV-4/06 6" DELUXE UNIVERSAL TC HOUSING INCANDESCENT LAMPS TC2 DIMENSIONS 6 7/8" CEILING CUTOUT TP y g2 � PRODUCT CODES 61dyWomba__ . ___ Art Whey _ .- _Int Ming _ 4J 7 12' re at 48 Id HAD A}- 419 1/ 1130/ BRSg /Mt16/PdelefilFmOAR3o/PA301/n43020 fRN (See an kg rm. tin aaW 20-WH• 0 204 • 2404814* 240419 • 21-WH• 0 214 • 241•41• 2414W • ?" s Cat) 22-10/H • Fres 248-WH 24848 • 2411-SC 348•ABZ 24W-WH 258-18111 1C4) 25848 251.5C 23WWH a e 226B-WH 226W-W14 229-W14 O 22941 22949 229-41Z o 248W-W51 249B-PB 249W-4111 0 TRIMS/LAMPS Ca Ma Desuipt•n fA2-W11 • 2424C • 242-ABZ • Ntxtino S-Fowv/Clos.)1491.4 All),15?? Rullockx Shooter/Wow liahf. bop 0. 4 Shcnve?,Clioso? bolo Drop Oral Wh R?)fietko Si hold 238-WH P4vA 4x Lr Cosi:xi! Hod Forge Cr rail Phd. ESP° Crico! Co-.00l Ek,4 px,114. CoNS il5W.e. Stroiobt b ock SI???■vil F. Ak f? 3o1;* S.0121 ( ...14 &;Iijt, 281-WH•• Ll,??? 211W-WW■l■ Cybco 29C • D???:o Ce - Cr, 29S•Wil• • Deep CT:w • W5.* 2448 $47,1/2w JukEIcl 2449/•914 Sho5,.... :hoe tile Ma. Sample:fin. 75W Ai 9 COVV A • 0 ?iWA (KW A 9 Mon. rm 20W FINP3b f Oka' Cesre Bat He-r ./P)Ck /30r. WPAU I Vvh:vc wi'A"*6'1;Tt 75W A IC 500/ I.M20y 75W P430I a WV ICK 150N PM35, I:051w.° 26C-WH SPott? C?3 Cjoo 2604104 S' t.'# O 268•W41 Srmig1/2r 6?.:o? 41?ot 26PT-SC :Tone Pew.? A.J7ok 26W 641,44 26HZ 5 I ;;:ev. 26W14845/51 44 n1 27C Tapered Co.. Can Xzo4 73vVWtk3i. 65W M30 270901 'repro:: I. o.o. Goio 27043 Tzw.j tctit (...;.•d 27B Foy A!zot - 27/95C 1 c 1 4" 4 " 'Icre °Oak:Al:al 27W41114 bp.e 6 C:yvt Ctio,s Whx. 27HZ414 klpe,!.iC oz 27W11Z41A4 Tope'? Cove Wiese:re 2794142 bpo'ed Cry • When: Fob.? 3 50VI 22 U' ICCIA'r A IA', 5t)W ' I 5aA.,/ FAR38 7,5W PARK 75W Pai3Ot 8.5W 8P50 120W WO COW? A IC • .5eW A1! IV* PAR56 . PO IC 75W P43. ■35W 67??. 20W WO ker?sed Esebo SCAN PAR20/R7O 5R ke Eye 75W PAR3et 65W BM fif 30 Not:sod Eyebel5 2.230 f�1.1; 8t30 ke-p (11t Ewaal R20 Eyec2 B3P. 50W 74272/220 84305Yen9 IS:col Saha 75W 942501 65W B430 8R30 f,ebt,IIr Skid &ha BR3O tr Wh& tinflb 75W PAR301301. 63W B530 247C 4451 Shuttoss Coot Clem Naafi W PAR30/301. O 247G4'M Yo lo Cone Gott? A!,t4 • 65W BUG 2478-WH Sir, ion Cone Black Abe' 24710E-WH 56Clow Cone Haze 247W142-W4Skber Wlytcr. Fo:e • 15 listed la use in my kosion. •9 It Deed lac use in wet location will, outdoor rated Lamp. Cot. No. 22411-WH ?,• w;.?, 230CWW14 Or w An.?! A. /*An 232C-WH /Wrlophio (At." /474 O 2320401 ?Waliwiuw Gi5.1 2324144/14 M04,ftl 'Mt& 232147-8114 Walla 1 'IVO 23214011-W14 .4191/ 4•0,300 0 233C-WH 25041H C5) 23048 250-5C 250988 231-Wit 23148 (aiii 2541-W14 234W-WH 257C-9414 peel COL. Oijcj ideXA O 25784911 DeTiCor.e BkG 4:01' 2370 Deit Cann (441,9t1 257142401 Dot, r. Corm Hon 257WH2 Doty Conf. Wow? toit 2618-16/41 261W-WH 26484IH 264W-WH 267C•814 FAP:50 Atic:sscie COD* C Alro? 75* l'AP30 2670-4404 P AcIpsinbh ?..•;Oei 4201 4,5) 2678-WH ROC) 4401'3,C:re ki 26711Z4VH PAE30 AtipiniAt Come vitt: 26711/1424101 PAt 30 Atits,14 Cone V5hro: ?i CS ) 291-W14 • tg, 932445 9324-5C O 9702 • 902491-W8 9524-111 9524-5C 99004411• 9900P11 99004C 41 4M1P40 91130101WH z ia - zoom a . 71301010P 101301012. TC2 Aka, lamp Ilating GnAw ig Wad. 34.e 150W W35/3 %tic ro?po Gwi:ot White 5d1;? Cog ?:ko he u9e.d witPed. W.WW:tost low5 Opt.- front. Op.. Flow Om I gni,. f Of ?porno ritv,, Oottp Scarp) .vilAtAl. (Ole 5cfm> Wall Wash ?.../Wbie t�k- £M30.4siot4-Cui W830 At4tAnbIe &Aro' %MIAMI?? be.x./51,0! SwAe5:Ex.e.t??? Crfr..:6?m ?)•.)V.? =; Ion ow? (:)4? tftot-,! Cf.A0 75W g 3f, Wit*CA:Dtprciwi,kiitIeBalIA (.5 bEtt) Blots Esard MW &13(. Need cpd ItAA 75W AK; Rtei CoI Leo: rt.?? apd ter AYOSTeGtr bol tog Wt.* 75W ROO 1(40 Soosre G;•-iti Poe 'bock kloreGsr.bol idt0So,oreGeto: pse s cei LOW VOLTAGE TRIMS WITH TRANSFORMER 1300 $ Wo• Roe; • P.O. Box 5065 • Des Nome,. t60075065 • Phone (847) 82748E10 • Fox (8471 827-2025 .u...sexr-exoe 220 Chtys6: Dnve • 8(ompx.m. Omorio • C000do 1.65 686 • Phone 19051 7927335 • Fox 1905) 792-0064 Vie! IJS, et WAN. lono:igntinsgroup corn 6.1.1013 In U.S A COOS bolo ligArng, bit iCrwAtA19. -. 5.5.1o 5 / 1(YI3W A ie. 50W A21 10;1W Al?.? !WIN A19 5 104)W A /9 '50V;A: kolti:4?. on Ai.xik' 3 10055` A 15' I SOW" A2 6StV BRIKI 1 2tAlv DAA(. 25C7P? k40 :51=q 75W PAM, 1(WW P.438 7515, PO'30. % PAC.55 75..?? AA?? 75W ;430 4248401 Cu44jhr at AchmotiewlEilna 6d8 .504/ MR16 4275-WH W�. eyied4. a.../Scr:1144/2lack Be.* SCA Ilk' ei 427•141H Whoa Cylwrin vi/White Wile/WI-re b4re! 428-4951 E6s1 C1/21.0.16/19.41 EcHte,114 baJ Trim Nee: ?Wan co. Nos. 20,21,22,278,229,240, 241, 251,9000, 9024. r o.o.,04. No. 9702 • nt- trim Finish: ASZ -Omsk .g .d 01• Slack GP • Graphite, P8 • Po/idled Brass, 919 Moak What (9e4canthe materiel Avower Not SC • Sotin Chrome 1914• While. • Use Amines specitecily designed &x law chops magnetic Iransiormen. /ha is a registered Irodematk of Akan Corp. Note. In Canada when insulaiton is present, Type IC INV.* mud be used SEiBiis • \ I cap i 426 Soule linen Sr.. Au r Cnnn Lrnhonp mnrrvrn the ( Ill:llu_ Illlllw1 ._ PIO Vet \Lnu•nul.n rn.,rn.p.,irll nr.,muin_. ro.dn.d , ..lLrlb.ril . ilit. m "pp lr.- aurrn. ‘ i 0 1 /11' - I.r uir nl 11.1.1 .•.Iii. Ir r.v1 I,. In Id _I.Iiu•I..1 in IL. d.. -'n..I 1' „It.•.0 r p..e 169 c+cnur_ r.IIi - n.dl •miu Iwi.L ■lit ,... !nom :d rim I nn %nil ;,_ , Lud:uur..,.1.:v.. rl. m - -i Ii. I•.1. ...Iva. „il I- :n• '•..ih6 �l :Junnumn n pnn nLununnn a ulr . L ni nrn.din bn1 - r. \,.riInI he low ...L:, :nP11.n villa_. Ln .:r, ..I nr.mirinc •.i kilt ..nu :twin :1, twit I'r,u,. m _Lr.. -LF LI .npph.•l L.: CL \tip: COLOR I. \ \ II' 'iurL141441` \\ \I f \GI. \1O1 NTINI: TX150 A G9F 60 M A TX150 -line voltage A -satin aluminum Line Voltage (amps 60 R - Rail mount TX15011.1/ -low vollago G9F -G9 frosted M - Monopoint' Low Voltage (amps GYF -GY 6.35 frosted MS 30 (14 Pemir 662.047 7212 FAX 802.641 5501 wer. cnp,diablmp cern aaa deal rn make rlmnlRn rnlhon1 newer 2005 an: -Brdr C.nr, ()mega is n Genlyio Conram. I I \ItI) \\.\III' I• IF II A - aluminum 50 1 Monopninl mount comes c nnpinIr wnh Cnnnpy suitable 10 atlnchmen: to anietion bm. 2. low Voltage supplied with elaermve imrslnrmer ma con, \I Ii 1 - 2 I Outlet Box Lampholders One -Piece Keyless Top Wired 660 WATT 600V DESCRIPTION/ IIL WHITE O.D. 2Terminal Screws 6" Pigtail Leads 4Terminal Screws 8829-CW1 41/2" 8829 -CW2 41/2" 8829 -CW4 41/2" One -Piece Pull Chain Top Wired 660 WATT 250V DESCRIPTION/ WHITE O.D. TERMINALS UREA 2Terminal Screws 8827 -CW1 41/2" 6" Pigtail Leads 8827 -CW2 4 2Terminal Screws 8827 -CW4 4 with Captive Clamps One -Piece Keyless Top Wired 660 WATT 250V D PORCELAIN O.D. 2 Screws* 2 Screws, no cage Hp 6" Pigtail Leads 4 Screws 4 Ouickwlre Push -In* 4e -Piece Pull Chain Top Wired 660 WATT 250V DESCRIPTION( PORCELAIN O.D. TERMINALS 2 Screws 29816 -C 4 6" Pigtail Leads 2 Screws weCaptive Clamps 49816 -C 41/2" for 4-Wire Terminals Interior Mechanism tor 29816 -CM" 2 -Piece Outlet Box Lampholders* When existing stack is depleted, this item will be DISCONTINUED. All devices are UL Listed. Also CSA Certified except where Indicated by* Cat No. 9875.2 9874 9875 9875 -2 49875 9883 41/2" 29816 -C2 4 34'4' 4 4 41/2" Cat. No. 29816 FITS BOX SIZE 3 or 4" 3 or 4" 3 or 4" FITS BOX SIZE 3 or 4" 3 or 4" 3 or 4" FITS BOX SIZE 3 3 or 4" 3 or 4" 3 or 4" 3 or 4" FITS BOX SIZE 3 or 4" 3 or 4" 3Y4" or 4" Cat. No. 8827 -CW4 SPECIFICATIONS & FEATURES • Twist -lock mounting • Pull chain models have bell at end of chain on 3 tool cord • Medium base TESTING & CODE COMPLIANCE • UL Listed (File WE -3810) • CSA Certified (File PLR -1863) L/ ail P.-- /J -� p , CZil�t' ¢ e 6&0a) ITEM NUMBER.: I-D- IS4IC96WI4BZCY WATTAGE: 200W MAX INC TYPE:BLK CORD, BRONZE CANOPY FINISH: GAL VA NIZJD GLA SS:N /A UL AND CUL APPROVED MADE IN THE USA HI -CITE MFG TYPE " 16" I1.1_'0 114(N 11: VISTA AVE'. CHINO_ CA. 0 I71 iN I' (i0.)- .1t.5..I f-( u0c..- 4055007 ti NI AIf_: III[.I'ff•:A4f'C air�EiAR'll ILINK.�'t 'I CATALOG NO. TYPE NO. 3300 FIXTURE — 1 3300 Seim lalnpholoer ACCESSORIES Medium Base Lampholder (150W max.) ORDERING INFORMATION r FINISH 1 BULK- Snloolh Zinc 11137.- Bronic BLit-Black WHT- 1Nlnle 48A-Amber 4 -3/4" diameter heat resistant PAR38 Ions 488 •Blue 4 -3/4^ diameter heat aiSistant PAR38 lens 48C -Clear 4.3/4" diameter heat resistant PAR38 lens TECHNICAL INFORMATION Medium base lampholclers accepts PAR38 lamps up to 150W 13een1 spread controlled by Parabolic Aluminized reflector. Lamp type: spot. flood. or wide flood. See page 8 -A for Lamp Data. UL Wei Location Listed. UL Fee Number: E57163 3400 3400 Series - Slllnelll nnc JOB NAME FINISH I 48G -Green 4 -3/4` diameter heat resistant PAR38 lots 48R - Reel 4 - 3/ 4" diameter heat resistant PAR38 lens 47-Snail-On holder 3350 -Who guard S tonco 6 -3 PRODUCT SPECIFICATIONS • Medium Dose IatnphWaers an. Ideal for t190 Over eltlraa ^.e under eaves. Over signs. any safety. Se00ni' tempo/ an: :IF recrcauon81 hghLng. Areas rertua tip C$xxl color 1?!1(h ; i. instant -OIL (lino Wing cepabilit.. ease installation and toe: h ilinl 0081. • Precision diC -cast aluminum r;ilh !teat s•lks aid rills to ITtixII Ill 0 heal (11SS4I`a1IOIL • Premium porcelain socket ,vilh reinforced SCIPw shell and ;eiItor contact. • 3300 Senes equipped with durable rubber paskei. 3400 ore molded neoprene. • 12: is/PT threaded adiuslable rum. locknut prevlstalled. pi elube(1 le facilitate mounting. • Cast •nl quadrants Wilh serrated teeth lock unit in place once aimed. • Extra long pintails for easy splicinc C /esessis m ixe I • tinii., Li 11108? • nnr, 011.I D3.1.0 Juno Project: Fixture Type: Location: Contact /Phone: 6 PRODUCT DESCRIPTION Uhro•minioture. singlecircuit Trac sections for operation with 12 volt or 24 volt seep down transformers as listed on pogos D3,1.2 and D3.1.3. Each trac section is supplied with on integral terminal block feed /straight connector and is compatible with right onglo, odjustoble joiner and conduit /J.box mounting accessories, as listed on bock of this page, to permit NEC code-compliant installations. Accepts all Trac 12 cove, accent and pendant Iompholdots. PRODUCT SPECIFICATIONS Construction Extruded ABS /Polyearbotsatc tot maximum strength and heal resistance • Injection molded polycarbonnte terminal block end.feed /straight connector assembly with decorative cover • Injection molded polycarbonate cleat-tend with set screw • Standard lengths may be cui4o.length by installer. Electrical Two 12 gouge solid copper conductors • Rated 20 amps at 12 or 24 volts. Labels Ul listed, CSA certified • Union mode AT4C10. PRODUCT INSTALLATION Terminal block connector, supplied with oach trac section, accepts up to 10 gouge solid secondary feed wire or allows connection to additional hoc sections • Use with T134 conduit adopter or T12 Outlet Box canopy for Class 1 installations over 60VA • Supplied with toggle bolts for surface mounting. PRODUCT CODES_ _ _ _ _ Catalog Number Description Actual Length Finish DAWN T Fa Satin 20'7; Whit TL]BL 7' Ira Salim 20 Black TI4WH 4' Ea Satin 44 ',," 176te T148L 4 Fa Sen.cc 44 ' biazl TL6WH h' in Saks' 68 'Mitt TL6BL 1 bc: S":'J'Y <f ' L::::1 'DAWN 8' Fa Salim 92 '/' Whin TLBBI F Fa Senior 92 Bbd riEV4Va6 Minialule Trac System TRAC SECTIONS, JOINERS, FEEDS & MONOPOINTS TL2, TL4, T16 and TES DIMENSIONS Surface Mounted Trac 12 TRAC 12 sr �j saute 0 .D3.1.2 p PRODUCT SPECIFICATIONS Catalog Number TL5548L Description 1 2V 150VA Magnetic Transfer mar • Potted corn and coil • For 50-150 walls • 13 volt boos) lop • Thermally protected primary • Manually reseaable circuit breaker on secondory • Primary and secondary circuits physicoliy (Itnl electrically isolated • Vertical maindhrg only. Labels UL/CUL listed. Catalog Number TL54981. Description 1 2V 240VA Magnetic Transformm • Polled core and coil • For 120240 wolfs • 13 volt boost top • Thermally protected primary • Manually reset/able circuit breaker on secondory • Primary and secondary circuits physically and electricolly isolated • Vertical mounting only. Labels UL/CUL listed Catalog Number TL5508L Description 121/480VA Dual Circuit Magnetic transformer • Potted core and coil • Contains two 240VA circuits, each lot 120240 watts • 13 volt boost top • Thermolly protected primory • Manually resellable circuit bleaker on secondary • Primary and secondary circuits physically and electrically isolated • Vertical mounting only. Labels UL /CUL listed INSTALLATION Consideration • Tres- run length • Transformerlocatinr. TRAC 12 1 2V transformer Date TL544N, TL546, TL547, TL548, TL549, TL550 and 11.554 3 5/8' Voltage drop is a function of the following Inners: Wire Length: As the wire length horn the supply to the fixture becomes longer, voltage drop increases. Wire Diameter: As the wire cross-sectional area becomes smaller, voltage drop increases phis is related to the resistance per loot of wire) Amperage of the Elgctrical Loap As the amperage of the electrical load increases, voltage drop also increases. Voltage drop hi 12 volt systems is 10 times greater than in 120 volt systems. This is because a load of the some wattage has 10 times greater amperage in 12 volts as compared to 120 volts. This is illustrated by the formula: WATT$ = VOLTS x AMPS Assuming o 120 wall electrical fond: 120 WATTS v 12 VOLTS x 10 AMPS 120 WATTS = I2O VOLTS x I AMP TL554 12V Magnetic Transformer • Usc for medium In l ore; nredinm In Maher wattage systems • Dimming • Use ally dimmers sperm ikon.- designed for use .der mngnel.c Messier mess • Install in welt vriirl /tad tomatoes where ambient temperature wit: not exceed 1 xO 1 IOU c:l Transformers most be occessoble VOLTAGE DROP CALCULATIONS (FOR MAGNETIC TRANSFORMERS) Remote Tr ansformer 4, op O TL549 11 3/8' D 0 0 TL550 12V Electronic Transformer • Line In. ova ro nnechun ro Nnolhs rrry 1 omv ter maskers, wonat,e waeoef • Ce•nrol3,r wrlh rung slur/lord itlrandcsccm dimmers For oMoroi results use dimmer dosiunc:i for Icor voltage e!crlro'ics • Inshdi seeker mount nnih in wervenhmreci luralton .here eaten, h^+m:a e..:ndcores 120 F150 CI Voltage Drop From A Magnetic Transformer To The First Lompholder on 1 2V Trnc 12 Can Be Calculated As Follows: VOLTAGE DROP = 2D x A x S2 WHERE: D = Distance From transformer to I sl lamp A = Toro! amperage load of ell lompholders on the tour V /ATTS WATTS (A — _ t VOLTS 12 - S2 = Resistance per fool of wire per the following chart Wire Gauu Restslonce Per Foot of Wire (OHMS; 48 .00065 0' .00104 812 .00166 D3.1.2 Juno Project: Fixture Type: Location: Contact /Phone: PRODUCT SPECIFICATIONS Catalog Number T1.544N.WH, TL 544N -BL Description 12V-60VA Surface Trn: nforme. • Low profile 17 volt electronic transformer • 6' Ihreewit• crud set and 4 1/2" leads with mating connector for TL43 monopoa t • Rocker on /off switch • Automatic reselling thermal, overloud and shoe circuit protection. Labels UL listed, CSA certified • Unior- mode. AFLCO. Catalog Number TL546WH, 51.546 BL Description 1 2V 150VA Outlet Box need • Canopy with 12 volt eloctronic transformer mounts over 120 volt outlet box to end-feed one or center feed two Troc sections .50 to 150 walls total • Supplied with mounting plate • Automatic resetting thermal, overloud and short circuit protection • Not designed for use with Trnc 12/25 troc Labels UL listed CSA certified • Unity. mode. All-CIO Catalog Number TL547WH, TL5478L Description 1 2V150VA Surface Tronsformer • 12 volt electronic transformer for loads 50 to 150 watt, • For in -line (Trot 12 troc only) or remote installation up to 5' awoy • Erd or lop feed supply wiring using 1 /2" electrical connectors • O,, 'off switch • Automatic resetting thermal, overload and short circuit psc>tectiws. Labels 111 listed CSA certified • Union made, AFL-CIO Catalog Number TL548WH, TL5488L Description 1 2V -60VA Portable Plug in Electronic Transformer • Powers up to 60 waits • Includes: 1 0' two cord and on.off line cord switch • Automatic reselling !her mot, overload and shoe circuit protection Labels Ul listed CSA cmtiliod. PRODUCT CODES Ceidag Numher Finish TU44N - WH C'hde _ T1344N -11L Oka, RS4SWH Wine _ R545BI. BM, TUS46WH 1'2has T1546BL Blest. MOWN While T1547BL Bbd TLS48WH V/hne TLS48BL Bind REVdr05 Description 6017 fl:: rank Sudmo 1 7V fmnlmme 6017 (k'armor Salem 12V Immlo'nlet 1501 f: ;chord: Recessed l2Vironstotme, 15017 Cemmnir Recessed I N Ironstone 1501711 ;monk Campy 17V lmnsImmm 15017 F ^monk (mom 12V Ironslamm' 15017 F' xtroni Sedate 12V imnslarme, 15017 E:;,bon's So'kce 17V hmsimmn 6017 Ela:6nnir PoImNe Phgin 121' Lamlormer 60VI fir thymic Pertnh'!e Plug-in 171' hnmlmmei TRAC 12 12V Transformer Dalo TL544N, TL546, TL547, TL548, TL549, TL550 and TL554 Surface Mount Transformer Noir R irw mote !boo 5 err , nommrottni due to,••Itr,pr drat. Canopy Transformer 4 3/4" 2 1/8 "l Notr Rrmor,nn morn than 5 u PO' rernmmcndrd 1 5 /8 "I 1 1,2 stature transformer Portable Plug-in Transformer oenpc• IOC Note Rcme:op mote the r S is not due tovoltage dwo PRODUCT CODES (spedfications on reversel Catalog Number finish Description 7LS54BL Bind 15017 lloanete IT: Transformer TL549111 Er.. ;an:vc; TWOS( 43117. erne'. °:': - na. e 0) D3.2.5 Project: Fixture Type: Location: Contact /Phone: PRODUCT DESCRIPTION The Universal halogen spotlight can be used alone for an "exposed Rasp" aesthetic, or in combination with Luminous Scoop or Perforated Metal Scoop accessories. These accessories add that touch of energy and color to liven up on interior. Tree 12 Universals ore designed for use with MR 161mnps to provide high intensity display and accent lighting. Lamp 20.50W MR 16 lamps • Must he used with MR 16 lumps with integral pens (cover gloss) except when combined with 2" accessories. Socket Ceramic bi'pin Lens Not provided • For use only with MR 16 lamps with integral lens (cover glass) except when combined with V accessories. Aiming 90" vertical diming capability oncl 358' rosaslon. Accessories Combine with Metal or Luminous Scoop accessories to liven up on interior • May be used with up to two 2' accessories and /or Barn Doors simuhoneously with Accessory Holder • May also be used with 119300 Pendant Shade es a bwprolrlo decorative accent lixture Labels Ut listed, GSA certified • Union made, AFUCIO. Low Voltage MR 16 - Universal Catalog NumberDescription Finish \ ` T301 SL Hornet TL3018L 0' 11.301 WH Kew! I:'hilc SAW I Perforated Metal Scoop Accessory Catalog Number Description TF3085L Peelmnhd Men1 Scoop_ TF30811L Pedmnted Metal Scalp 11308WH ?Semite MelOScoop Luminous Scoop Accessory Catalog Number Description Scoop Finish TAM free While hose 17hhe host Glue fmst TV309W -WH TF309W-BL 11309W -SL TV3098U - WH TF3090U -BL 1130911U-SL TF309YL -WH TF309Y1-BL TF309YL -SL REV -B'06 luminous keep Lumtnmx Scoop luminous Stoop Lumineus Scoop lummmn Swap Clue Nisi lnmimo Swsm Bhm Fmss luminous Scoop Yeerm Frost Luminous Scoop Yeposv host tumimus Scoop Yp!!mrfmsi UNIVERSAL LAMPHOLDER TL301, TF308, TF309 Lamp 20S017h1R16(G ooh inreiml lens (over 5hss., 12V m241' '6 rT 31/4' 70 /4E16CGwithMle_in! !en+ tearer glass 171 or 24V 71 - -. 1 —3 ACCESSORIES Cat. No. Description Cat. No. Description Cot. No. Description T74005A, el hcessmy (loan T74708L Ana Dom T7478_ liem Spread Lens T7414 Color Firers /tenses T7477 hismnlic Spread leis T7421 Dnihtmils lens T7401 -18 Mae Lenses T7420 Huse Sprewl lens 17422 Wren ten' T74598t fiend Lower See spe:ihm(an sheet 81.2.2 le Mats. Finish Sher Bret _ Vlhhe Cellar Finish Vthile Bind Silmr White BLd Sara Whto Bind. Seem 4 3/4' Miniajure 110( System 1 \ I— 4 112'—' F— - 5 V4' —I 31/2' 1 TRAC 12 • flame ITEM NUMBER: 1'D -IIG9G 12 WATTAGE: 100W MAX INC TYPE: 1 /2" CONDUIT MOUNT FINISH : GAL VA NIZED CJLA SS:CLLAR UL AND CUL APPROVED MADE IN THE USA • HI -CITE MFG I YPL "I " 13.150 M(N1f- VISTA AVI' (IIIN°. t' A. "1 7II' I t 1: iIIIIY.:lf\5 1' °') I X. O ICi_4 ,5 I11AI,I LAIAII.: 1IlLITFMCGu'LAR11I11\IKJ'I T Cross Section l am• �--�' *N± 1 1 13' /: k- 23 W 2' x 4' 4 Lamps Layln 24%" x49%' 2' x 4' 4 Lamps Flanged Flanged cut out dimensions tor single unit only: T4" x 48'/a" A • W Diameter Knockout K - 2' x Y trough hole for access plate. NOTE: All dimensions tie in India; dimensions and spedlicetlane ae subject* change without mace. Please consult factory e check sample for reification. Cawpr• orestmo Somata as toil. Or•ioM and ••••••• ewNd Io dslg •when nova. n • Nabbed Lighting. tip. J24 -4 PATTERN -LITE GRID TROFFER 2' x 4', 4 Lamps Ty 0 Job Description: Features • Roped fixture edges on grid units reduce risk of Injury during fixture handling and installation of grid fixture. • IMegral T•bar dips quickly secure fixture to the grid system without the need for time-consuming loose parts. • Snap -in ballast covers can be removed when lamps are installed. • Comer hlnging for easy insertion and removal of shielding frame. • Flush steel shielding frame, screw assembled for easy diffuser replacement. • Housing ends are secured by unique comer interlock and screws. • Heat sink embossments behind ballasts for cooler operation and longer Ise. • Metal to metal IigM leak protection on all four sides of shielding frame. Flanged Features • Four adjustable Uni -Lugs for quick easy installation. • Optional plaster frames available for individual or row mounting. • Fixture end flanges are removable for row mounting. Joiner channels are included. Housing Heavy gauge steel. Die formed for extra rigidity. Designed for Installation in standard inverted tee gold ceilings. Ballasts Energy efficien thermally protected, automatic resetting, Class P. Ngh power factor, GSM, sound rated A. unless otherwise specified. Finish Al metal parts are processed with a 5 phase phosphate bonding treatment Grid units are pre•painted with high gloss baked white enamel, 55% reflective. Flanged uNts are painted after fabrication w$th a polyester powder coat, reflectance of PA. Shielding 100% acrylic prismatic, extruded and roll-embossed, diagonally oriented female prisms. unless otherwse specified. Labels Al fixtures carry the UL bbel. (CSAapproval evadable. Use Suffix TSAI. Flanged Unit Installation Fixtures are Metalled from below the ceiling and have overlapping trim flanges. Adjustable UN-Lugs secure the fixture to the ceiling structure. Plaster frames are avatebie Y /squired. wew.polumbalighOng.Wm • 3808 N Suavan Rd, Bldg 29 • Spokane. WA99216 • (609) 924 - 7000 T12 C•fumbia 1 h, n h III 0 RC Lumens BO Fist. Wan 22.6 70 37.3 60 0 NW 70 50 30 10 70 50 30 10 50 30 10 0 BO 77 74 72 78 75 73 71 72 70 69 Sffi:7Yi5:t48X&° 74 69 64 61 72 67 63 BO 85 62 59 68 62 56 52 67 60 66 52 58 54 51 63 55 49 45 81 64 49 45 52 48 44 58 49 43 39 56 48 43 39 47 42 38 O 53 44 38 34 52 44 38 34 42 37 34 49 40 34 30 48 39 34 30 38 33 29 45 36 30 26 44 35 30 20 34 29 26 42 32 26 22 41 32 26 22 31 26 22 39 29 24 20 38 29 23 20 28 23 20 Zone Lumens Lamp Fist. Wan 22.6 31.2 37.3 61.5 62.1 85.7 8 6 72.5 100.0 0.0 0.0 72.6 100.0 J24 -4 - 2' x 4', 4 lamps ebb EmMwmrn611aboMOAsa .,O••i•IC WON ••••• IM, M 1.415 UIIISM •I•w. n•- •••••••• • • . 1Y— 041•0-,. Myna Snit YIMM tab '—S W Y St Mw us ir i.w r•• . °I snip w 4M0Y•.••.' 1.• . ••.. •n-••.4•• M .• Web M. ..• IOW 5.51 W Pan • WI • WE Pt •n. M tin M PPP n ben VI •,- IS ▪ • N •M M ben D S m0. w w •• IS • IN M a. n - ▪ . Won SW in•M w •Ii. •. ▪ M 5 »,. n.• •I.5 a I, m• an. Mm ••m. mN Isle. SIC w sin Ma. M- M•. Pen ma ' -• L •••. Ni PS. We tn. te4 In M. •mM.e• M. nn YV �aW c m lowyow ••w • s w: not . nail- awn. n..MLa,•..• w 1014••• , nap -•• • W • •M•IM •• « «� •.• some reeky M mN •ti 1 —u, - ♦IM •W. M.• •M.0 M in ••y..•w., •w.. e h. WOW M .YIM. WOWS •.wu,w, •nia •• Wm 50 an WOW .I f a. "POW ••w•.•e J24- 4326- FSAl2 -4EB8 Report Na 10314 Efficiency: 72.5 SIMH: Pad 1.25 Norm 1.35 Coefficients of Utilization Flew aeVMlsa 20 Zonal Summary Energy Data LER: 74 Energy Cost: 99.24• input Watts: 104 BF: .92 TM above mow cabernets sere conducted weg a meek WNW beast COrnalrodion Amin Hatt may may upon lie Iamp and ballast wed. Lamp and babas spedaamm are subject to theme Waal notice. M .+..Y-'-•.• one Pahang a n col per 1000 hams wad a 3000 hours and W.M pr Wra Ordering Information Example: J24- 440G- FSAI2- LE120- CWES- C488 -GLR J Seeks Fixture Size 24 -rx4' No. of Limps 4 -Four laseb000 40.40 Watt. T12 32.32 Wan. TS Coiling 'type 0 • •nvansdT•Bar F • Overlap Flange D oor Style 24 F8 - White Mush Steel (Standard) PS • Premium Steel TPFS - Tamper Resistant Flush Steel M - White Flush Aluminum RA • White Regressed Aluminum BFA • Slack Painted Flush Aluminum B RA • Black Painted Regressed Aluminum SFA - Silver Painted Flush Aluminum SRA - NNW Painted Regressed Aluminum 32 c - FS 7 » 'IT: An. - i/£84 Ballast Shielding Voltage 120 - 120V 277 -277V 341 -WV 111W- 120V/277V (T8 WI only) LE • Energy keg Magnetic T12 BSS - Seem* T5 695tH • Damp* Tel 00% ND 4E85 •4-tamp Eteaoric Tb 4EBSLH - 4-Lamp Electronic TO 410%7110 For sWedc beet vendor. dew as option. 11�Y - Options Al2 Pattern 12 Aayl c .100' Nominal (Standard) Al2.125 Pattern 12 Acrylic .125 Nominal Al2.125M Pattern 12 Acrylic .125 Minimum A19 Pattern 19 155' Male Prism WA .150 Nettlon WOW Aryyte .166' Mat Prism OOP White Dished Acrylic PC1 Sever Parabola Louver W a W a LY PC2 Steer Parabolic Louver 114' x 114" x1" For more shielding see options and accesiodes section. SLL - Spam Loaded Latches OMF • 6Ww Blow Fuse OLR •Fast Now use 0388 -1Y Flex with 3 No. 16 Wires C384 • WFlaxwtr 3 No. M Wires 0453 • W Flex with 4 No.111 Wkes C424 . W FlexWM 4 No. 14 Wires FCWES . T12 Cod Wine Energy Sang Lamps FurMat. FWWES • T12 Wa WWNte Energy Swing Lamps FumAnsl. F0730 - TS, 70CRI, 3000K Lamps, Fulled. F0735 - TB. 70CRI. 36008 Lamps, FurMml. F0741 • T5, 70CRI, 410 ( Lamps, Furies. CIA • Approved 1m Caneslen Standards Association EL • Emergency Battery Park Fa s oonptela set °option, see opens and accessories seder•. N • Unda pred Heat Eared 112 C•lumbta li NI I N G 3808 N Sultrwi Rd. Bldg 29 • Spokane. WA 99216 • (509) 924 -7000 • www.odumbmghtalp.nom PATTERN -LITE GRID TROFFER co asst• e Hubbell Lighting, ma. EXITRONIX. � = XEB-55 EMERGENCY LIGHTING EQUIPMENT XEB -55 FLUORESCENT EMERGENCY BALLAST Tt:('1INIUA►. SPECIFIC \ I IONS Input Voltage 120/277V, 60 Hz Input Wattage . 2.5 Watts Lamps Operated Most 2'-4' single, bipin T5 & T12 fluorescent lamps Emergency Operation 90 minutes Initial Illumination (I) lamp up to 550 lumens Approval U.L. Listed Weight 1.5 lbs Ft: l itiCS • U.L. Listed • Will cold start and operate all specified lamps • Long life high temperature NI-Cad battery • Painted steel case • Dual voltage 120277V, 60Hz • Includes test switch and charge indicator accessory kit • 5-Year warranty • Meets or exceeds all National Electrical Code and Life Safety Code Emergency Lighting Requirements • 90 minute emergency operation • Battery is recyclable through RBRC. Call 1400- 822 -8837 • International voltage models available ('AS: DI>II:NSIONS Length 93" Width 2.0" Height 10" Mounting Center 9.0" 11E D. 06 - EX270 The XEB-55 Fluorescent Emergency Ballast allows the same fixture to be used for both normal and emergency operation. In the event of a power failure, the XEB -55 switches to the emergency mode and operates one of the existing lamps for 90 minutes. The unit contains a battery, charger, and inverter circuit in a single can. The XEB -55 can be mounted in the wireway or on top of the fixture, and is IL Listed for factory installation or retrofit applications. The XEB -55 can be used with most 2'4 TB thru T12 lamps and 28W T5 lamps, with an initial output of up to 550 lumens for one lamp. TYPE SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE 2019 West Lone Cactus Drive • Phoenix, AZ 85027 • (623) 580-3948 • (800) 533 -3948 Fax: 623-587-4899 • Email: kdexitt@exitronix.com • Website: www.exitronix.com F. tandem dn,tir400Wh out add0'eAol.' Lrmmle:TC Nominal length 3 4 ' 6 PSG9 Features C/C AL 1,1 TC AL 1, C/C AL 1,2 CAL 1 TC/IC AL 1 TC/TC AL 2 C/C AL 1.2 CAL 1,2 TCBC AL 1 IC/IC Al 2 QC At 1,2 CAL 1,2 Intended Use For applications that require low to medium illu- mination levels. Suitable for general purpose ap- plications, Steel channel (standard) with high - gloss, baked enamel finish. Optional aluminum channel available - features corrosion - resistant fasteners for use in damp and harsh locations. Combination end plates/channel connector fur- nished for either unit - mounted or continuous- row application. White or specular reflectors available. Channel cover retained by quarter -turn fastener. Ordering Information 17 T I a Lamp type 17W T8(24') 20W 112 35W 112 800m4 (24_1 25W T8 (361 30W 112 (36'1 32W 18 (48'1 45W 112800mA (361 39W 112 slimline 1189 teW T128Wm &1481' 55W S6mline(72') 8SW T12800mA (721 110W 112800mA (969 59W T8 slimline (96'1 86W 18 380m 196' Sedes Numberoflamps' 1 forepema:abmeumdunnel. 2 sddMtnAttootakg number. Nm loomed. banpkC1%l$AtSee 10115: 1 Tan dem trbnptypesavabbkmombmpodr. 2 NOmodehawihdewim alumin urn channel only onoeeldwmlmimeleenenicSOnr 3 OMerre .36'lehemnfer7rrmmaadmole' rtmtmsim96'bnmes. 4 Marimnderabtorenterellamps . AvalLability amd Dimensions Lamps lumps per non per Lamp Series section fixture type C/C AL 1,2 CAL 1,2 1,2 1,2 1,2 1,2 1,2 32,48 1,2 4810 2 4 1,2 1,2 2 4 1,2 1,1 17,20 24110 25,30 36110 25.30 25,30 72 72110 32 32 9618, 96T810 96X0 17 20 24110 25 30 32 36110 48 41140 72 72110 96110 96T8 96T8H0 Listings UL Listed (standard) and CSA Certified (standard; except for 347V - see Options). NOM Certified (see Options). voltage Width Depth' Lagm in. (an) k (cm) M. Icml 49%110.61 2 "4. 24 (61.0) 49.(10.6) 3 "4.1961 24161.0) 44x(10.6) 2 36(91.4) 49. (10.61 3 "/s (9.6) 36 (91.4) P /x(10.6) 2"/1/173) 48(121.9) 4".,P06) 3 9 •19.6) 48(121.9) 44.110.6) 1 "4.(73) 72(182.9) 49.00.6) 2 721182.9) 4/. (10.6) 2"6,17.51 721181.91 47.(10.6) 3 "/" (9.6) 72(182.9) 49.(10.6) 2 4 4.(73) 96 (143.8) 4'4. (10.6) 2 "/x(7.5) 96(1431) 44,110.61 1 "/ "1731 96043.81 4'/,.(10.6) 3 "/,19.6) 96(243.8) www.lithonia.cmn, keyword:( MVOLT 1/4 One 4 -lamp ballast 120 6181015 15 electronic ballast, instant start 277 68810R5 18 electronic ballast, rapid start 347 Uff Low power factor Ifor20W or 30W only) HOT High power factor (for 20W Of 30W only) Reflector Accessories Reflector type CAMI Asymmetric CUM Symmetric General- Purpose Channels Example: C 2 32 MVOLT GEB10IS '/4 Ballast options 1 1 d tee- -- I /ghtquick 2 J See pagel1 Ax dela8s Woos Ligh(Oukk AO. Description Length 24 24" nominal 36 36' nominal( 48 48'nominal( C 2 32 MMOLT 6181015 Options AL Aluminum body CSA CSA Cem0ed (347 only) NOM NOM Certified Seepage 1 Menthes . )Order separately) (blank) White 55R Specular silver, steel ' L/7 /A LIGHTING Intended Use For low to medium mounting heights and harsh environments where dust, dirt, humidity or moisture is present. Ideal for canopies, shipping docks, refrigerated areas, food processing and other non- hazardous environments. Features Impact - resistant, UV- stabilized, reinforced poly- ester fiberglass housing. Shatter - resistant 15% OR acrylic diffuser standard, high impact 50%DR available. Poured -in gasketing provides a con- tinuous seal between housing and diffuser. Cap- tive, corrosion- resistant, cam - action latches se- cure the diffuser. Stainless steel (STSL) latches also are available. Ballast — Thermally protected, resetting, Class P, HPF, non -PCB, UL Listed, CSA Certified ballast is standard. Sound rating depends on lamp /ballast combination. Ordering Information Series OM Damp location HMV Wet location Ft/tandem daobte-lengrb unit, ad/pefinT.rumpk:OOM Lamps per cross Series section DM, DMW 1,3-3' DM, DMW 1,2 DOA. MAW MP or AROP) 1.2,3' TOM, IOMW 1,2 DM,DMW 1,2 P569 t az: \ Number of lamp type lamps 32 321V 18(481 1 40 38W Mmile148'l' 2 48110 60W 8OO.A (467 3 86110 110W 800mA 1 %1' Not included 8618 59% TB *aline ( %"I 0611X0 %W T8380mA(96') Availability and Dlmemions Lamps Per fixture 1,2,3 1,2 1.2,3 2,4 1,2 Wiring and Electrical — AWM, TEN or THHN wire used throughout, rated for required tempera- tures. Mounting — For unit or row installations, surface (ceiling or wall) or suspended mounting. Listings 120V, 277V and MVOLT are UL Listed and CSA Certified (standard). See Options for 347V and NOM Certified. DM is damp location, DMW is wet location listed for covered ceiling applications. Lamp 71 32 48,48140,481110 32 32,48,48110,4811110 96000, 9611,96T110 @lank) Al or MDP Mawr type Acrylic, 15% 011 High-lmpaa acrylic, 50% DR Deep acrylic, 15% OR' Deep high-impact acrylk, 50%0R' Width DMh Length M. (eml M. (cm) M. (eml 7608.41 400 (93) 50(127.00 76118.41 5'611331 501127.0) 7'4(184) 5'6(133) 50(127.01 T6(1BA) $'A(13.3) 91 (2 76 (16.4) 5 %1133) %(148.91 www.lithonia.com, keyword: DM Enclosed Fiberglass Housing DM DMW Example: DM 2 32 MVOLT GEB1 OIS Voltage Options/Accessories" MVOLT 1/3 One 3 -lamp ballast 120 1/4 One 4-lamp ballast 277 6181015 IS electronic ballast, instant start 347 6E110RS TB electronic ballast, rapid start BCD Wonting bracket to chainhang DM/DMW 12 per package, mdudeschain' NC Wire honk and 36' chain net 12 per pakage' WU Field-installable wet location fittings to stem -hang DMW on 4i' Ngid conduit (2 per package). rot factory- installed fittings on top, order WOE as an option. GA (5A Certified (347V only) MOM NOM Certified Seepagellttarothen. M0lt5: 1 3- iamomo*hnAraeailabk nithlSkmpfmnce. 2 Specdpaltap- 3 Repleeskoandrdnol'samf ,IMladomAladriknoes.tomanhhep apparnean (rapid mart,ometDPettno?Mion. 4 O,Mraermree tasspaM1,0" gnumhn. lightquick- DMW 232 M40LI 6111005 �'" L ncriviA LIONruo/C CATALOG NO. TYPE NO Medium Base Lampholder (150W max.) ORDERING INFORMATION 3300 I FIXTURE 3300 Series- Lampholder FINISH BULK- Smooth zinc BRZ- Bronze BLK -Black WHT -White ACCESSORIES 48A -Amber 4 -3/4" diameter heat resistant PAR38 lens 48B -Blue 4 -3/4" diameter heat resistant PAR38 lens 48C -Clear 4 -3/4" diameter heat resistant PAR38 lens TECHNICAL INFORMATION Medium lase lampholders accepts PAR38 lamps up to 150W. Beam spread controlled by Parabolic Aluminized reflector. Lamp type: spot, flood, or wide flood. See page 6 -A for Lamp Data. • 10L UL Wet Location Listed. UL Filo MumFw. F571Ri JOB NAME 13400 1 KNISH I 3400 Series - Smooth zinc 48G -Green 4 -3/4" diameter heat resistant PAR38 lens 48R -Red 4 -3/4" diameter heat resistant PAR38 lens 47- Snap -On holder 3350 -Wire guard Stomo 6 -3 PRODUCT SPECIFICATIONS • Medium base lampholders are ideal for use over entrance ways, under eaves, over signs, any safety, security, temporary or recreational lighting. Areas requiring good color rendition, instant -on, dimming capability, easy installation and low initial cost. • Precision die -cast aluminum with heat sinks and ribs to maximize heat dissipation. • Premium porcelain socket with reinforced screw shell and center contact. • 3300 Series equipped with durable rubber gasket, 3400 are molded neoprene. • 1/2" NPT threaded adjustable arm, locknut preinstalled, prelubed to facilitate mounting. • Cast -in quadrants with serrated teeth lock unit in place once aimed. • Extra long pigtails for easy splicing. eftSCifillsioffen • Alpine Series' Features • Tamper proof design. • Completely sealed optical compartment • Clear, tempered glass lens, factory sealed. • Machined aluminum construction with stainless steel hardware. Universal Mounting Aing 114' Dia. Machined Aluminum Slam 5' Da. Aluminum wax Plats The Alpine Series" utilizes the PAR30 or PAR38 halogen lamp and can be used as an upright or a downlight fixture. It is rated to 75 watts with the PAR30 lamp or up to 250 watts with the PAR38 lamp and performs like fixtures twice its size. The Alpine Series is made of machined aluminum components protected with one of eight polyester powder coat finishes and features stainless steel hardware. Its beautiful, architectural design compliments any installation while meeting the applica- tion requirements of the project. • Medium base lamp holder with 250° C, 18 ga., wire leads. • C & O: Listed with PARS0 /PAR38 halogen lamps, up to 250W. • For use with 120V, no transformer required. CATALOG NUMBER LOGIC AP- 53- VER -9 -11 Example: Series Lamp Type 0 - By others 50 - 50 PAR3OLMMSP9(50W), 9° N. Spot 51 - 50 PAR3oLM/SP1e(50W), 16° Spot 52 - 50 PAR3OtJWFL30(5500W), 30° Flood 53 - 50 PAR30 FL L4O(50W) 40° W. Flood 54 - 75 PAR301JHMSP9(75W), 9° N. Spot 55.75 PAR3OIJH/SP16(75W), 16° Spot 56 - 75 PAR3OLM/FL30(75W1A�) 30° Flood 57 -75 PAR30UHlWFLAO(75W), 40• W. Flood 75 - 90 PAR36/CAPMSPe(99ooW)), 9° N. Spot 77.90 PAR35/CAP/F1.30(90y 30° Flo odt 78 -120 PAR38/CAPMSP10( 20W) 10 N. Spot 79 -120 PAR38/CAP//FF1�33pp((12011� 30° Flood 80- 120 PAR38/CAP/WF 20W), 50 W. Flood Finish � nT"�tl�<fli �Y4ri•� COMENI i IVAII:r6 �, . l - -o Lens Type 9 - Gear (Standard), 10 - Spread, 13 - Rectilinear Shielding 11 - Honeycomb Baffle 88 is Powdercoat Satin Wrinkle Bronze BZP BZW Black BLP BLW White (Gloss) WHP WHW Aluminum SAP Verde VER 0 5 1/2' Dia. 9 3/4" 7 1/4" Overall Features: All Precision Machined Aluminum Construction. Medium Base Pulse Rated Lampholder With 250'C, 18 Ga. Wire Leads (Leads Extend 6" Beyond Mounting Plate). Utilizes any PAR30 or PAR38 Halogen lamp, up to 250 Watts. Completely Sealed Optical Compartment. Clear Tempered Glass Lens, Factory Sealed. Tamperproof Design, Utilizes Three Hex Head Set Screws. Polyester Powdercoat Finishes Standard. (Specify) 3/8" 5' Die. Aluminum Wall Plate (2) #10 -24 x 1" Cap Head, Hex Drive Mounting Screws with Black Oxide Finish Universal Mounting 15/18' Die. Machined Aluminum Stem High Temperature Silicone 0 —Ring Optional Lens or Shielding (Up to Two can be Specified) Tempered Glass Lens 0. 3/00 0 50 51 52 53 54 55 56 57 75 76 77 78 — 79 — 80 — Finish: CATALOG NUMBER LOGIC EXAMPLE: AP — 53 — VER — 9 — 11 Series:_il 1 Lamp Type: Lens Type: 9 — Clear (Standard) 10 — Spread 13 — Rectilinear Shielding: 11 — Honeycomb Baffle Maximum 250W By Others 50 PAR3OL/H /NSP9(50W), 9' N. Spot 50 PAR3OL/H /SP18 5 , 18' Spot 50 PARSOL/H /FL40 500W , 30' Flood 50 PAR3OL/H/WFL40(50W), 40' 11. Flood 75 PAR3OL/H/NSP9(75W , 9' N. Spot 75 PAR30L/H /SP18 75 , 18' Spot 75 PAR30 75 30' Flood 75 PAR3OL/H/WFL40(75W), 40' W. Flood 90 PAR38 /CAP/NSP9(90W , 9' N. Spot 90 PAR.38CAPSP1290W , 12' 90 PAR38 /CAP /FFL30(90W , 30' Flood 120 PAR38 /CAP/NSP10(120W), 10' N. Spot 120 PAR38 /CAP/FL30(120W), 30' Flood 120 PAR38 /CAP/WFL50(120W), 50' W. Flood For Use With 120V. No Transformer Required. ALPINE SERIES" B -K LIGHTING, INC. MA'AM NUMBER SUB - 1203 -00 X ' C Alpine Series"' Features • Tamper proof design. • Completely sealed optical compartment. • Clear, tempered glass lens, factory sealed. • Machined aluminum construction with stainless steel hardware. two Gap Head, Hex Ddva Moutlng Screws with Mack oxide Finish Universal Mounting Ring 1% DM Machined AWn inum Stern 5' Dit Aluminum Well Plate °Minna! Lana Shielding (Up lo Two can be Specmed) K LFG ±1" ^ al ° 88 The Alpine Series" utilizes the PAR30 or PAR38 halogen lamp and can be used as an uplight or a downlight fixture. It is rated to 75 watts with the PAR30 lamp or up to 250 watts with the PAR38 lamp and performs like fixtures twice its size. The Alpine Series is made of machined aluminum components protected with one of eight polyester powder coat finishes and features stainless steel hardware. Its beautiful, architectural design compliments any installation while meeting the applica- tion requirements of the project. • Medium base lamp holder with 250°C, 18 ga., wire leads. • e & iQ; Listed with PAR30/PAR38 halogen lamps, up to 250W. • For use with 120V, no transformer required. Example: sense CATALOG NUMBER LOGIC AP - 53 - VER - 9 -11 Lamp r1Ps 0 - By others 50 - 60 PAR30LM/NSP9(SOW), 9° N. Spot 51 - 50 PAR30LAi/SP16(50W), 16° Spot 52 - 50 PAR30LIHWFL30(50 30° Flood 53.50 PAR30UH/WFL4O(( 40° W. Flood 54 - 75 PAR30LHINSP9(75W). 9 ° N. Spot 55 - 75 PAR30L/H/SP16 16° Spot 56 - 75 PAR30LMIFL30( 30° Flood 57 - 76 PAR30LH/W IFL (75 , 40° W. Flood 75 - 90 PAR38/CAPMSP9( , 9° N. Spot 76 - 90 PAR38/CAP/SP12(9OW), 12° Spot 77 - 90 PAR38/CAP/Ft30(90 , 30° Floodt 78 -120 PAR38/CAPMS 1 10° N. Spot 79 - 120 PAR3S/CAP/FL30(1 30° Flood 60.120 PAR3S/CAP/WF1_50( , 50°W. Flood Finish i7'�sLt =r2fl r1,ra. ono U Lens ly 9 - Gear S tandard), 0 - Spread, 13 - Rectilinear Shielding 11 - Honeycomb Baffle ■ Powdercoat Satin Wrinkle Bronze BZP BZW Black BLP BLW White (Gloss) WHP WHW Aluminum SAP Verde VER 0 5 1/2" Ma. 9 3/4" 7 1/4' Overall Features: All Precision Machined Aluminum Construction. Medium Base Pulse Rated Lampholder With 250'C, 18 Ga. Wire Leads (Leads Extend 6' Beyond Mounting Plate). Utilizes any PAR30 or PAR38 Halogen Lamp, up to 250 Watts. Completely Sealed Optical Compartment, Clear Tempered Glass Lens, Factory Sealed. Tamperproof Design, Utilizes Three Hex Head Set Screws. Polyester Powdercoat Finishes Standard. (Specify) 3/8' 5' Dia. Aluminum Wall Plate (2) 00 -24 x 1" Cap Head, Hex Drive Mounting Screws with Black Oxide Finish Universal Mounting Ring 1 5/16" Dia. Machined Aluminum Stem High Temperature Silicone 0 -Ring Optional Lens or Shielding (Up to Two can be Specified) Tempered Glass Lens SA; 3/00 CATALOG NUMBER LOGIC EXAMPLE: AP - 53 - VER - 9 - 11 Series:) Lamp Type. 0 - By Others 50 - 50 PAR30L/H/NSP9(50W), 9" N. Spot 51 - 50 PAR30L/H /SP18 50W , 16' Spot 52 - 50 PAR301/11/1"130 50 30" Flood 77 - 9 90 PAR38 /CAP /F130� OW3 30' Fl od 78 - 120 PA /C%Ftao((120 ))). so Fioodd 80 - 120 PAR38 /C 50 W. Flood Finish: Lens Type: 9 - Clear (Standard) 10 - Spread 13 - Rectilinear Shielding: 11 - Honeycomb Baffle Maximum 25OW For Use With 12OV. No Transformer Required. ALPINE SERIES'' B -K LIGHTING, INC. DRAWING NUMBER SUB - 1203 -00 V 53 - 50 PAR30L/H/WFL40(50W), 40' W. Flood 54 - 75 PAR30L/H /NSP9(75W , r N. Spot 55 - 75 PAR30L/H /SP18 75W , 15' Spot 58 - 75 PAR30L/H /PL30 75W , 30" Flood f 57 - 75 PARSOL/H /WFL40(75W), 40' W. Flood '- . 75 - 90 PAR38 /CAP /NSP9(90W), V N. Spot y1 78 - 90 PARIS /CAP /SP12 90W . 12' Spot \j 0 CATALOG NUMBER LOGIC Example: IS -16 Series T } I - BLW -: - 9 -11 0m p ly rs 16 - EYS 4 25° N. Flood of he 1 - ESX 20 , 12° Spot 17 - EYP 42Wj 40° Flood 2 - BAB 40° F loo d 6 - EXT 13° Spot 3 - FRB 35, 12° Spot 7 - EXZ 26° N. Food 4 - FRA 35 23° N. Food 8- EXN , 40° Flood 5 - (35W), 40° Flood 9 - FNV(50W), 60° W. Flood 15 - EYR(42W), 12° Spot Finish 112: erritk `T2F fi7f ^177571 Ir17I1t11 1x.1710 01111=5M11♦ Mounting 7 - UplIgM (Standard), 8 - Downlight• Lens Type 9 - Clear (Standard), 10 - Spread, 12 - Soft Focus, 13 - Rectilinear Shielding 11 - Honeycomb Baffle 'Note: DownligM curt required for below horizontal aiming. Features • RaintigM optical compartment. • Enclosed wireway mounting knuckle. • Machined aluminum construction with stainless steel hardware. Available in Bross, see page 90. Lite Star I ITM Lite Star II'" is the answer when the design calls for maximum brightness control. By recessing the lamp into the housing and using a black inner collar, the brightness of the MR16 lamp is greatly reduced. A 45° honeycomb baffle for even greater brightness control may be specified. The machined aluminum housing and knuckle, finished in polyester powder coating, gives the specifier a true, architectural landscape lighting instrument. • Clear, tempered glass lens, factory sealed. • Q & Q):: Listed with MR16 lamps to 50 watts. • For use with remote transformers, see pages 92, 94, and 97. K to 13 4 Powdercoat Satin Wrinkle Bronze BZP BZW Black EL? BLW White (Gloss) WHP WHW Aluminum SAP Verde VER Optical Lens *Note. DownUght Cuff Req'd for Below Horizontal Aiming. 2 3/8` Die. 1" Regress Optional Lens or Shielding (Up to Two can be Specified) MR -18 lamp Machined Aluminum Housing 1/2" Pipe Thread Features: AU Precision Machined Aluminum Con,truotionX, 7 lacking 0 —Ring Compression Knuckle (THE LO.0 .1 1G a ') Allows Vertical to Horizontal Aiming and Provides Integral, Sealed Wfreway. MR -18 lamp Holder With 250°C. 18 Ca. Wire Leads (Leads Extend 8' Beyond Mounting Knuckle). Utilizes any MR -18 Lamp Up To 50 Watts. Gasketed lane Cap. Forms Raintight Optical Compartment With Clear, Tempered, Glass lens, Factory Sealed. Bottom of Fixture Provides Ventilation end Contains Spray Shield Polyester Powdercoat Finishes Standard, (Specify). For Remote Transformers See Sheets TRSS Series, TR Series, Power Pipe, Power Pipe H or Power Canopy in Accessory Section. 5 1/C Locking 0 —Ring Compression Knuckle 1 5/8" 1/2" EXAMPLE: LSH Mounting. 7 — Uptight (Standard) 8 — Downlight• Lens Type: CATALOG NUMBER LOGIC Series: J Lamp Type: 0 — By Others 1 ESX 20W), 12' Spot 2 — BAB 20W), 40' Flood 3 — FRB 35W it Spot 4 — 35W , 23' N. Flood 5 — FMW(35W), 40' Flood 15 — EYR 42 . 12' Spot 18 — EYS 42W , 2r N. Flood 17 — EYP 42W , 40' Flood 8 — EXT 50W , 13' Spot 7 — EXZ 50 2W N. Flood 8 — EXN SOW , 40° Flood 9 — FNV 50W 80' W. Flood — 5 i BZP • LITE STAR II"' 5/03 B -K LIGHTING, INC. — 7 — 9 — 11 • • • 9 — Clear (Standard) 10 — Spread 12 — Soft Focus 13 — Rectilinear Shielding. 11 — Honeycomb Baffle Available in Machined Brass. Prefix Series Designation With 'B', Specify NAT' for Natural Brass, 'POI; for Polished Brass, 'MIT' for Mitique Brass or Powdercoat Color in Finish Section of the Catalog Number. See. the 'B —K Brass' Brochure for Additional Details. DRASING NUMBER SUB- 100A -04 l4 Powderooat Satin Wrinkle Bross* 82P EMT Mach BLP @LW White (gone) IMP WRW Aluminum SAP Verde VER — Itmodard waO PM. S l/T' 11/4' Ibtraftee to sb Pill Sost 1/a' cwedalt or Rose aoeantua i.e VW Wan nab Menthe Naha (1Nent- lag l.adw..e by OIMta) Stidass gemhaa Caste >b. cot _» \ • i i • \ \ \ \ ♦ \ \ S Cm be Dpeol.oi with Ono ar Tao iOTA !Serials Tnefaranr. or Oa 160111 war awaist DVS Pats SS Poen Se n tar Tamps Proof CartsaaWn Gukotod hr linatton ltalattog. tee an t cads at suppler Fixture Moanting• Example. PC - 150 -180 - &,P - 2 • Tit 0-None 75 -180 - One 75VA Electronic Treastormer 76 -277 - One 75VA Electronic Transformer 275 -120 - Two 75VA Electronic Transformer 275 -277 - Two 75VA Electronic Transformers 150 -120 - One 150VA Electronic Transformer 150 -277 - One 150VA Electronic Transformer Finish: CATALOG NUMBER LOG(C 0-None 1- 21ngle Fixture - Center Role Only 8 -Two Fixtures - Side Holes Only Option: CP- Weighted Bose (With Cord, Plug and Switch) With Cord. Plug and Switch CP t17 Available In Machined Bran. Prefix Series Designation V With 'B', Specify NAT for Natural Bray, 'POL' for Polished Bram, 'FOP' for Mtique Bran or Powdercoat Color In Finish Section of the Catalog Number. See the 'B -E Brass' Brochure for Additional Details. POWER CANOPY'"SYSrEbf 41 le slob f B-K LIGHTING, INC.J r e a w ' owder • t Color EMI Wrinkle : ronze BZP MI.LVALM reTG nant'^faa^.CP.7 rain rah n — no — Walt Features • Tamper proof design. • ADA compliant. • Completely sealed optical compartment. • Clear, tempered glass lens, factory sealed. Two Cap Head Black Oxide Stainless Steel Mounting Screws Universal Mounting Ring PAR20 Lamp 3 +e 6' Dia. Machined Aluminum Well Plate e e Catskill Series' The Catskill Series" utilizes the PAR20 halogen lamp. The entire fixture is manu- factured from machined aluminum. There are eight luxurious polyester powder coat finishes from which to choose. The Catskill can be used as an uplight or downiight architectural wall bracket. With a projection of only 4 ", it meets the ADA requirements for wall bracket lighting. • Machined aluminum construction with stainless steel hardware. • Medium base lamp holder with 250° C, 18 ge., wire leads. • & CL listed with PAR20 lamps to 50 watts maximum. • For use with 120V, no transformer required. Example: Series Lamp y Typo 47 - 58 AR20IHMSP(SOW), 9° N. Spot 49.50 PAR20M/F (50W), 30° Flood Finish Lens Type 9 - Gear (Standard) 10 - Spread 13 - Rectilinear Shielding 11 • Honeycomb Baffle CATALOG NUMBER LOGIC CK I •49•WHW -9.11 i= r. r r.rn— f L rr3 86 Z Features: For Use With 120V. No Transformer Required. 5" Dia. Aluminum Wall Plate IN Dia. Machined Aluminum Stem (2) #10 -24 x 1" Cap Head, Black Oxided, Stainless Steel Mounting Screws Universal Mounting Ring High Temperature Silicone 0 —Ring Machined Aluminum Cap Optional Lens or Shielding (Up to Two can be Specified) Tempered Glass Lena PAR20 Lamp 50w Max. All Precision Machined Aluminum Construction. Med. Base Lamp holder With 250'C, 18 Ga. Wire Leads (Leads Extend 8- Beyond Wall Plate). Utilizes any PAR20 Lamp, up to 60 Watts. Completely Sealed Optical Compartment, Clear Tempered Glass Lens, Factory Sealed. Tamperproof Design, Utilizes a Single, Flush Mid. Hex Screw. Polyester Powdercoat Finishes Standard. (Specify) 3 1/2" 3' Dia. CM. CATALOG NUMBER LOGIC EXAMPLE: CK — 49 — WNW — 9 — 11 Series: lamp Type: 0 — By Others 47 — 60 PAR20/H/NSP 50W), 9' N. Spot 48 — 50 PAR20/H /SP 50W , 16 Spot 49 — 50 PAR20 /H/FL(5 ), 30• Flood r Lens Type: 9 — Clear (Standard) 10 — Spread 13 — Rectilinear Shielding: 11 — Honeycomb Baffle Maximum 50W CATSKILL SERIES' ORAWNO MA 3/98, B -K LIGHTING, INC. c"8- 1185 -02 Finish: Powdercoat Satin Wrinkle Bronze HZ? BZW Black BLP BLW (Gloss) WHP WHW _White Aluminum SAP — Verde VER Z Features: For Use With 120V. No Transformer Required. 5" Dia. Aluminum Wall Plate IN Dia. Machined Aluminum Stem (2) #10 -24 x 1" Cap Head, Black Oxided, Stainless Steel Mounting Screws Universal Mounting Ring High Temperature Silicone 0 —Ring Machined Aluminum Cap Optional Lens or Shielding (Up to Two can be Specified) Tempered Glass Lena PAR20 Lamp 50w Max. All Precision Machined Aluminum Construction. Med. Base Lamp holder With 250'C, 18 Ga. Wire Leads (Leads Extend 8- Beyond Wall Plate). Utilizes any PAR20 Lamp, up to 60 Watts. Completely Sealed Optical Compartment, Clear Tempered Glass Lens, Factory Sealed. Tamperproof Design, Utilizes a Single, Flush Mid. Hex Screw. Polyester Powdercoat Finishes Standard. (Specify) 3 1/2" 3' Dia. CM. CATALOG NUMBER LOGIC EXAMPLE: CK — 49 — WNW — 9 — 11 Series: lamp Type: 0 — By Others 47 — 60 PAR20/H/NSP 50W), 9' N. Spot 48 — 50 PAR20/H /SP 50W , 16 Spot 49 — 50 PAR20 /H/FL(5 ), 30• Flood r Lens Type: 9 — Clear (Standard) 10 — Spread 13 — Rectilinear Shielding: 11 — Honeycomb Baffle Maximum 50W CATSKILL SERIES' ORAWNO MA 3/98, B -K LIGHTING, INC. c"8- 1185 -02 ITEM NUMBER: FD- 156SUD96 WATTAGE: 200W MAX INC TYPE WALL MOUNT FINISH: GALVANIZED GLASSN/A UL AND CUL APPROVED MADE IN THE USA HI -CITE MFG TYPE "R" 22" 13450 MQVTE VISTA AVE. CHINO, CA. 91710 F11: 909 -465 -1999 FX: 909-465-0907 E MAIL: IIIUITEMFG@EARTHLINK.NET ITEM NUMBER: FD -L 1 JB50MR WATTAGE: 50W/MN-URB _ TYPE: WALL MOUNT FINISH RAW ALUMINUM GLASS:CLEAR RIBBED UL AND CUL APPROVED MADE IN THE USA HI -CITE MFG TYPE "S" 6" her cl) 1P" 13450 VISTA AVE. CHINO, CA. 91710 PH: 909 465 -1999 IX: 909.465 -0907 E -MAIL: HILITEMFGt1EAR'INLINK.NET vSEI EEL NI acIvw Q'3AO2iddV 1113 (NV rffl' claim ' I VW flSS V1Q1 NONI AWYTV MV?I:HSllhud INf1OLY T WM:aaL MI/1-111I/M05 :HDVI vM mogul -cm :'aag jmi wan n (NN(THU(YatoiPaLI1(H rIVW 3 606019t -606 ;X3 66611917•606 :lid 01616 'V3 ONIID 'JAY V.LSIA 3LIVOWN Oitr£l 11 1l adAI DJJAE ITI.LITE MFG • -1 " 1: 8 I TYPE "S" AND "IT" 4 - ; 7 .t .C.: , i i . .t...-.......t... 1 . 4' .■ ' [ . ' -1 • I : t : .- : ' .a„, --- 4iPt ---... • 1 11114„„ WIN Nt TPA. /1101.11 c I WEATHERTIGHT OUTDOOR REMOTE BALLAST 'DUAL VOLTAGE *HIGH POWER FACTOR *POWDERCOAT FINISH *KO'S ARE FOR 112" FITTINGS *MINIMUM DISTANCE BETWEEN BALLASTS IS 12" I WATTAGE: 50W METAL HALIDE I ' Y -e 13450 MCINIE VISTA AVE CHINO, CA. 91710 PH: 909-465-1999 FX: 909-1654907 E -MAIL: IIILITEMFGOEARIIILINKNET FEATURES: • Available 2', 3', 4' or 8'. • Heavy die formed steel channel. • Rotary lock lampholders for positive lamp contact. • Channel ends double as joiners. • Individual or row mounting. Surface or suspended • Ballast covers on 4' and 8' units are secured with 144 -tum fasteners. CS2 -2, CS3 -2 CS4 -2, CS8 -2 STRAIGHTLINER CHANNEL TWO LAMP TS & RS Type: Job Description: SPECIFICATIONS: Ballasts Energy efficient ballasts are thermally protected, automatic resetting, Class P, high power factor, CBM, sound rated A, unless otherwise specified. 20 watt ballasts are trigger start, low power factor, Class P. All are U.L. listed. Housing Die formed steel with heat sink embossments for cooler running ballasts. Socket saddles are factory Installed. Finish All parts pre - painted with high gloss baked white enamel, minimum reflectance 86 %, applied over Iron phosphate pre- treatment for maximum adhesion and rust resistance. Labels All fixtures cant' the U.L. label. 2', 3' and 4' units are listed for use on combustible low density, cellulose fiberboard ceilings. (CSA approval available. Use Suffix •CSA "). Cross Section 48" a /"" ▪ rfr I. 24" DIP 1' /." "he 3 "� _ rise , hr" N8" 3' Is 'h" DIA. KNOCKOUT —r •" A - 'h" Diameter Knockout B -.570 x .656 Strain Relief Knockout F • r Diameter Knockout R - "he Diameter Knockout Note 1: All Non-Shielded (ship) fixtures — Deduct 'he from overall dimension for continuous row mounting. Dimensions shown include end panel. Mounting Data CSZTF CSZT Flush Mount 1'/2" Space CSTH Slide Clamp Tong Hanger Accessories CSWG4 Wire Guards CSWG3 Wire Guards CSR4 Reflector CSRA4 Reflector Co me www.columbia- ftg.com • 3808 North Sullivan Rd. • Spokane, WA99218 • (509)924-7000 C2 C•fumbia L I G H T I N G E 80 70 50 C 70 50 30 10 70 50 30 10 50 30 10 98 93 88 84 94 89 84 80 81 78 75 NA V0Ca- Cat 88 79 72 66 84 76 69 64 69 64 59 80 69 60 54 76 66 58 52 60 54 49 73 60 52 45 69 58 50 43 53 46 41 66 53 44 37 62 51 42 36 46 39 34 m 60 47 38 32 57 45 37 30 41 34 29 55 42 33 27 53 40 32 26 37 30 25 51 37 29 23 48 36 28 22 33 26 21 47 34 25 20 45 32 25 19 30 23 18 44 31 22 17 42 29 22 17 27 20 16 LSI Laboratories 11/1410/140 117041341 My 1579 ,,.., /hada' // I"•` • t ■■' fiat that 44 matica Lr 311 Y Y -1 J - I- t01I.YCa 1111007 ■ CO. /00.1. 4343 3141110 45 7174 IS 8847 '5 4104 a 4444 55 1045 COLUMBIA 4 1007 OTIIMI•IT WmUlaa CATALOG CM- ale -o0 - ru nm 1111110 mYC?C %0 P033 /410 TITtMTWI WIM. 4110 MIPS • 33%0 UM. •a%ITCO 5333125 03e MLWOT OKOATIOO At ISO TIC SSD 411.0 OMTC 45 400014 O %33 0015 • 037 MIS 10703 13305 11473 cYOLmM IIIMIMT WNW MOLE MOM 55.5 45 47.5 0 0000 0 101 1033 103 1033 1033 5 105 1039 103 1033 1030 IS % 1013 103 1043 205 335 91 943 100 1049 10 l0 11 071 YI 1053 3% 45 47 717 91 1038 111 55 w 551 % 977 10 45 14 513 73 179 % 75 15 173 59 731 7 M 3 515 35 459 40 90 130 % 370 • 95 153 33 443 40 105 123 30 410 • 115 70 34 3113 40 131 34 17 579 3 3 135 5 10 204 31 145 0 3 94 1 155 0 1 373 435 30 /MI 0 -]0 0 ■40 • -60 40 -90 00 -90 % -111 0-190 • 4m•Maa UNE Se Ned yl a-osaSW • ware. Pa 4944014134 17 99 391 433 304 0% 734 687 570 343 305 340 3111 IN 77 ss 0 5000010 45M OWIIAISI 451 14.71 15.33 I445 35.13 55.10 98741 49.47 01.73 4400 77.14 60.04 3041 51.44 04.40 1010 37.51 31.11 2066 10.35 19.10 5504 95.114 100.00 •• 3MICI05CT • 95.% •• 941NT SOLLLTMCI • 09 5/10 • 1.0 IC 121050) • 1.3, 11C1041101151 • 1.4 0mm3 n, e. •114�11.a' Mal 171511411733 /Mt MY I. I9% MAa5IA 510111I130 SPOKANE. 53 13•103 *000101% a 111 MOCnUfli. TOOT 030191!6 Wan 1370 SINS Mt 114347527 25010024 0011105 Of 21.11111151113. Zonal Cavi y Method Coefficients of Utilization Floor Relleclalwe - .20 LER: FS -79 Energy Cost: $3.04' Input Watts: 62 BF: .88 The above energy calculations were conducted using a specific lamp /ballast combination. Actual results may vary depending upon the lamp and ballast used. Lamp and ballast specifications are subject to change without notice. 'Comparative annual lighting energy cost per 1000 lumens based on 3000 hours and 30.08 per KWH. Ordering Information Example: CS4.240•LE120 -GLR Series CS Size 2 -7 3 -3' 4 -4' 8 -8' CS M 2 No. of Lamps In Cross Section 2 -Two Lamp Type Ballast 40.4', T12, 40 Watt 32 - 4', T8, 32 Watt 30- 3', T12, 30 Watt 25 - 3', T8, 25 Watt 20 -2', T12,20 Watt 17- 7, T8, 17 Watt For complete list of options and accessories, see options and accessories section. Blank - HPF, Non Energy - Saving PH - Pre-heat (2' only) L - Low Power Factor LE • Energy Saving Magnetic 712 2 - Zero Degree Magnetic 712 EB12 - Electronic 712 EB12LH - Electronic 712 <10% THD OCT • Magnetic Octron TB EBB - Electronic T8 EB8LH • Electronic T8 <10% THD 4E88 - Lamp Electronic T8 40381.11 - Electronic 78 <10% THD For a specific ballast vendor, show as option. • Not for use with energy saving lamps Voltage 120 - 120V 277 - 27N Strip S Channel Options NM GLR - Fast Blow Fuse GMF - Slow Blow Fuse EL - Emergency Battery Pack BC - Branch Circuit Plug-on Wiring System. See options section for details. CSA - Approved, Canadian Standards Association PAF - Paint After Fabrication Strip S Channel Accessories - r - Order Separately 3764 - Hanger for Close Mounting on a Tee Bar Ceiling CSZTF - Zip Tee Hanger - Flush Mount on Tee Bar Ceiling CSZT - Zip Tee Hanger - 1'!? Spacer on Tee Bar Ceiling CSTH - Slide Tong Hanger with 'IC Hole CSWG4 - 4' Wire Guard, 2 Required for 8' Fixture CSWG3 - 3' Wire Guard CSRA4 - 4' Asymmetric Reflector CSR4 - 4' Symmetric Reflector C2 C•lumbia 1 G H 1 I H 0 3808 North Sullivan Rd. • Spokane, WA 99218 • (509) 924-7000 • www.00lumbia- Itg.com CO 1191 Photometric Report No. LSI11147 Coefficients of Utilization GLOBE COLOR U LL Qom CC >s CLEAR FROSTED AMBER GREEN BLUE RED VIOLET MULTI- COLORS LAMP STYLE 112 12V/2.6 WATT 212 12V/4.2 WATT 124 24V/7.5 WATT LAMP SPACING 6 6• 12 12" 24 24" • 1. LAMP SPACING Select the most distant lamp spacing nccassary to meet the design goal. Spacing lamps closer together does not necessarily add more impact. If lamps are spaced too close together, the effect of distinct points of light will be lost from distant viewing perspectives. CABLE/SOCKET COLOR BK BLACK WH WHITE MOUNTING DISKS EX -MD-WH (WHITE) EX -MO-BK (BLACK) The three key considerations in specifying the Exhibitor System are: T e ,V y� x PROWCT SELEerI w tinDELINES 1 2. LAMP STYLE The proper selection is influenced by surrounding light levels and viewing distance. For long -range viewing or higher - ambient settings, the 7.5 or 4.2 watt lamp may be required. The 2.6 watt lamp is ideal for most applications within shun viewing distance. SPECIFY BY CATALOG NUMBER] EXBK- 12 -212 -C CUSTOM SPACINGS ARE AVAILABLE mownwG_OPTTONS DISKS WITH ADAPTOR EX-MU-WH (WHITE) BX -MUMBK (BLACK) 3. VOLTAGE DROP Since this is a low - voltage system, consideration should he given to its voltage -drop characteristics. In some cases, the best product selection may be influenced by the fixture's maximum length. Refer to the chart on the back page for this data. YOU MAY COMBINE COLORS Exhibitor Series can be securely mounted to any structure with our screw -down mounting disks or mounting straps. For festoon applications from I/8 or 3/16 "0 wire rope, select our mounting disk with adaptor. MOUNTING STRAPS EX -MS -Wit (WHITE) BX -MS-BK (BLACK) EYE(.- (0. - 3-4- Ex - M�J -`� PART i OUTPUT WATTS FUSES LAMP CAPACITY 112 212 124 APPROX SIZES AND WEIGHT LENGTH HEIGHT WIDTH WEIGHT 712.100 12 VAC 100 1 0 10 AMP 34 21 N/A 5' 7" 5' 10 LBS 712.150 12 VAC 150 1 0 15 AMP 51 31 N/A 5" r 5" 12 LBS T12-300 12 VAC 300 1 ®25 AMP 102 63 N/A 5' 7" 6' 16 LBS T12 -600 12 VAC 600 2 ® 25 AMP 206 126 N/A 5' 9" 6" 22 LBS T24 -100 24 VAC 100 1 0 5 AMP N/A N/A 12 5' 7" 5" 10 LBS 124 -150 24 VAC 150 1 C 7AMP N/A N/A 18 5' 7' 5" 12 LBS T24 -300 24 VAC 300 1 ® 15 AMP N/A N/A 36 5" 7" 5' 16 LBS 724 -600 24 VAC 600 1 ®25 AMP N/A N/A 72 5' 9' 5" 22 LBS T24 -750 24 VAC 750 2 O 15 AMP N/A N/A 90 7' 9" 5" 22 LBS T24-1000 24 VAC 1,000 2 Q' 26 AMP N/A N/A 120 7" 9" 5" 32 LBS LAMP SPACING LAMP STYLE 112 212 'CO 6" 61 (30') 51 (25') 61 (30') C 1 , 46 (45') 36 (35') 56 (55') 24' 33 (64') 26 (50') 41 (80') The voltage drop chart indicates the maximum number of lamps recommended on an independent length of fixture. This chart is based upon a 5 foot lead wire from the first lamp. If additional lead wire is required, deduct that additional amount from the figures shown. For example, if you require a 15 foot lead, deduct to feet from the figure shown. For voltage drop data on custom spacings not shown, consult factory for recommended fixture length. All figures are based upon approximately 7% voltage drop. The most efficient layout must take into consideration the fixture's maximum length and transformer output capacity. Longer runs of product can be operated by centrally locating transformers and feeding fixtures to either side. ;VOLTAGE I SQP DATA I TRANSFORMERS 1 I TYPICAL SYSTEM LAYOUT I " 30'EXBK -12 -212 130 WATTS/I2 VOLTS �I"- - - FIXTURE LENGTH 5 FE LEAD MAXIMUM* OF LAMPS (Fr.) PER FIXTURE Transformers are ETL Listed to UL Standard 1571 for use with lighting fixtures, and provided in Noma 3R raintight enclosures. Input voltage is 120 VAC /60 Hz. Secondary outputs are protected by fuses, with a maximum rating of 25 amps. Exhibitor Lighting fixtures are rated to a maximum of 20 amps. Nfrrn: TRANSPSatMPR CAPACmES INCLUDE A 10% DEBATING FACTOR. CONSULT FAC ORY POE VIN TAOESIWA1TAUES NOT SHOWN. Tip Sou T12 -300 TRANSFORMER 30' EXBK -12 -212 130 WATTS/1 VOLTS ti TOKIS L GTING INCORPORATED 1561 N. Gemini TAR I Place Anaheim, California 92801 U.S.A. Phone (714) 772 -7005 • Toll Free In The U.S.A. (877) 340 -7633 • FAX (714) 772 -7014 e -mail: into @tokfstar.com Internet: www.tokistar.com • I r770717•' f at?^n0', ?,tTr7 EIMILIMTNNIIW ft; hrr'i3MIZIOfl 11111CirIO The Alps Series"' utilizes the PAR38 halogen series of lamps and is rated for use with lamps up to 250 watts. The rugged all machined aluminum housing is designed to withstand the most rugged of applications. There are eight luxurious powder coat finishes to choose from. With three different cap styles and several different optical accessories, the Alps Series stands ready for those big lighting tasks. To make aiming of this larger fixture as easy as point and shoot and to ensure the aiming integrity, the Alps Series Incorporates our 360HD"' (Pat. Pend.) Mounting System with positive 'aim -and- lock technology'. The ACV" (Pat. Pend.) Valve System is standard on the Alps Series to provide protection from internal condensation contamination. Features • Tamper proof design. • Completely sealed optical compartment. • pear, tempered glass lens, factory sealed. • Machined aluminum construction with stainless steel hardware. • ACV"(Pat. Pend.) Valve System. See page 33. Example: Series CATALOG NUMBER LOGIC AL -O- WHP • 9.11 -A 11 . Lamp pybps 75.90 others /CAPMSP9(90W), 9° N. Spot 78 - 90 PAR38/CAP/SP12(90W), 12° Spot 77- 90 PAR381CAP/F130(90W), 30° Flood 78.120 PAR38WCAPMSPIO(120W), 10° N. Spot 79 -120 PAR38(CAP/FL30(120W), 30° Flood 80.120 PAR38/CAPANFL50(120W). 50• W. Flood Finish Lens Cl 10 • Spread, 13 • Rectilinear Shielding 11 - Honeycomb Baffle Cap Style A•45 °, a -90 °, C - Flush - _- B - LIGHTING P • 380HD" (Pat. Pend.) Mounting System allows vertical to horizontal and rotational aiming with positive 'aim -and -lock technology', provides integral wireway. See page 33. • Medium base lamp holder with 250° C, 18 ga., wire leads. • IS t Listed with PAR38 lamps to 250 watts. • For use with 120V, no transformer required. 21 Finish: I Powdercoat Satin Wrinkle Bronze BZP BZW Black HIP BIN White (Gloss) W111 WHW Aluminum SAP Verde TER STYLE A STYLE B Clear Lens (Standard) STYLE C Optional Lens or Shielding (Up to Two can be Specified) 6 1/2' Die visz Features: AU Precision Machined Aluminum Construction. 38OHD (Patented) Knuckle System Allows Vertical to Horisontei and Rotational Aiming with Positive Aim and look Technology. Provides Integral Wlreway. Medium Base Pulse Rated lampholder With 250 18 Ga. Wire loads (Leeds Extend 8" Beyond Mounting Knuckle). Utilises PABSS Halogen lamp. 90W. 120W. 1501, or 2500. Raintight Optical Compartment. Clear Tempered Glass laa%. Factory Sealed. Tamperproof Design. Utilises Three Hex Head Set Screws. ACV (Patented) Valve System. Polyester Powdercoat finishes Standard. (Specify) S/4' 2 11/ie' For Use With 120V. No Transformer Required. ACV is (Patented) Valve 380H meted) Mounting System Vertical Aiming Lock Rotational Aiming Lock 1/2' Pipe Thread C. 0 CATALOG NUMBER LOGIC EXAMPLE: A L - 78 - WHP Series: J } J Lamp Type: 0 - By Others 75 - 90PAR38 /CAP/NSP9, 9' N. Spot 78 - 90PAR38 /CAP /SP12, 12' Spot 77 - 90PARS8 /CAP /F130. 30' Flood 78 - 79 - 120PAR38 /CAP/ 30' Flood t 80 - 120PAR38 /CAP/WFL50, 60' W. Flood Lens Type: 9 - Clear (Standard) 10 - Spread 13 - Rectilinear Shielding. 11 - Honeycomb Bailie Cap Style; A - 45' B -90' C - Flush ALPS SERIES 11 - A • 3 /03 B -K LIGHTING, INC. I s -1i778 Oi 1 PP JUNCTION BOX 'J' PP STAKE 'S' - r /7-7- Ir; 3 vi re-727-775- P S 8 � I li 0 TRANSFORMER 'T' r r � „.. P.A r�lr r P �1 rt 0-hing IC Machined Aluminum Mousing vata.�do Transfeemar 4 R ill li gif F :i. I 2 p IF S I - DN k ` 7tUSAS„ 11310d I 'DR &K LIGHTI] }�6 i !Q( I t " i Pit 6 F li ` i 177 ![ �Fr iI $iii C; r 77:111 'C CAP I I "94 8 Jii. — give' [ 11” ig:0:] ;I ---• I--.1 It; wawa mandl 1111 U —fl •e OCT- 16-2806 89'07 From:ONE47L LIaITING.INC. 61 32051 To:6158433351 P.718 OCT -16 -2006 09:08 From:ONERL LIGHTING. INC. 6153832051 I 0 Pr Lis rm. es ■ i II =11111 re - =11111 111111 Lt. =11111 To:6158433351 P.8 X2 Pit E it � ! MI •—•‘/\ I ; \, f r a Sf01/co S U R F A C E M O U N T t PRODUCT SPECIFICATIONS • Stonco's patented Wallprism is ideal for security, accent, and perimeter lighting. Applications include entrance ways, garages, tunnels, -:: ; .sverpasses, and alleys. • Patented catadioptic refractor redirects light to minimize glare, aligns optical center of lens and lamp for symmetrical light distribution. • Heat and shock resistant borosilicate glass refractor, bonded to lens frame. • Stainless steel aircraft cable safety retains lens frame to back plate freeing both hands for servicing. • Precision die-cast aluminum, Duraplex II bronze finish, back plate with cast -in knockouts for alignment with all standard recessed boxes. • One - tapped holes (1/2" NPS) on each side and top for conduit or photocontrol, complete with closure plugs. • Deluxe glazed porcelain socket pulse rated for 4KV. QUICK SHIP CATALOG NUMBERS The following catalog numbers are in stock for quick ship anywhere in the country. WNPM151 NLXL -1 WNPM175MA -8 WNPM101 MAL -6 ORDERING INFORMATION Use the following catalog logic to order product not listed in the "quick ship" category above. CATALOG NUMBER: WPM - Waliprism WNPM- (see Quick amp sec- tion above) P110A- Pencil photocontrol for 120V. P150M -Light leveler photocontrol for 208V -277V. 18 -18W Sodium (HX- 70-70W ul Sodi 71 -70W n Iumi, NPF) 100- 11000W i - H i 101 -100W (NPF) medium SX -Low 150 -150W p � e � mogul Sodium (HPF) 152-15M medium d - 175- 175W or without 300- 300•••ma suf ix Example: WPM101MALFS -1 L -All HID medium base nits n shed with a s fixtures Incandescent and and Low Pressure 55��ow not furnis shed with Ramp FS -In -line fusing for 120V 277V single FFS -For 208V 240V 480V double HS- Horizontal socket TP- Tamperyxoof hardware 1 -120V 2 -208V 3 -240V 4 -277V 5-480V 8 -120V 208V 240V 277V •18W Available In Low Pressure Sodium only. •175W Available in Metal Halide mogul only. For medium base lamp order 176. •••<300 Available in Incandescent only. " "70W and 100W are HX -HPF, 150W and 175W are CWA High Rover factor available with 120V only, 101 and 151 High Pressure Sodium 101 -100W HPS and 151- 150W HPS available in 12W only. 3305 -Steel wire guard. 3355 -Clear lycarbonate shield for added pro 32352- Replacement glass, gasket, hardware, door lens kit TECHNICAL INFORMATION WPM fixtures require a clear, medium or mogul base horizontal burning lamp. Metal Halide units use ED17, except 175W mogul base is BT28. High Pressure Sodium medium base use B17 (100W HPS uses E17). Mogul base High Pressure Sodium use E23 -1/2. Low Pressure Sodium use pm -focus T17, not supplied. Incandescent fixtures use medium A/PS, not supplied. Fixture is not suitable for use in carwashes or other areas that may entrap heat. Fixtures to be wall mounted lens down only. WPM with 330S Guard and 3355 Shield. ciescenl A pi on aaOM �1211 r 7114• -I t UL Wet Location Listed. UL File Number: E86021 CATALOG NO. TYPE NO WPM Series Wallprism ORDERING INFORMATION Catalog Number. Example: WPM101MALFS -1 I WPM I FIXTURE I WPM - Wallprlsm (WNPM Is for quick ship items listed above only.) I WATTAGE 18.18W* 70-70W mogul 71 -70W medium 100.100W mogul 101 -100W medium 150 -150W mogul 151 -150W medium 175 -175W" 300- <3D0 "' LAMP SOURCE MA -Metal ACCESSORIES P110A- Pencil photocontrol for 120V. P150M -Light leveler photocontrol for 208V -277V. 330$- Stainless steel wire guard. 7/04 UL Wet Location Listed. UL Re Number: E86021 LX -High Pressure Sodium (HX -HPF) NLX -High Pressure Sodium (NPF) SX -Low. Pressure Sodium (HPF) Incandescent- order without suffix I LAMP L -All H D medium base units furnished with lamp. Mogul base fixtures Incandescent and Low Pressure Sodium not furnished with lamp JOB NAME QUICK SHIP NUMBERS WNPM101 MAL -6 WNPM151 NLXL -1 WNPM175MA-8 I I OPTION I FS- Single fusing 120V 277V FFS -Double fusing 208V 240V 480V HS- Horizontal socket TP- Tamper -proof construction •18W Available In Low Pressure Sodium only. * *175W Available in Metal Halide mogul only. For medium base lamp order 176. "• <300 Available in Incandescent only. ****70W and 100W are HX -HPF, 150W and 175W are CWA. High Power factor available with 120V only, 101 and 151 High Pressure Sodium. 101 -100W HPS and 151 -150W HPS available in 120V only. 3355 -Clear polycarbonate shield for added protection. 32352- Replacement glass gasket, hardware door lens kit. I VOLTAGE 1 -120V 2-208V 3.240V 4-277V 5-480V 8-120V 208V 240V 277V TECHNICAL INFORMATION WPM fixtures require a clear, medium or mogul base horizontal burning lamp. Metal Halide units use ED17, except 175W mogul base Is BT28. High Pressure Sodium medium base use B17 (100W HPS uses E17). Mogul base High Pressure Sodium use E23 -1/2. Low Pressure Sodium use pm -focus T17, not supplied. Incandescent fixtures use medium A/PS, not supplied. Fixture is not suitable for use in carwashes or other areas that may entrap heat. Fixtures to be wall mounted only. - I - 121/4' --I I- 71 "'1 WPM with and 330S 335 and 9 Dr and 335S Shield Stoncc 2 -9 PRODUCT SPECIFICATIONS • Stonco's patented Wallprism is ideal for security, accent, and perimeter lighting. Applications include entrance ways, garages, tunnels, overpasses, and alleys. • Patented catadioptic refractor redirects light to minimize glare, aligns optical center of lens and lamp for symmetrical light distribution. • Heat and shock resistant boro- silicate glass refractor bonded to lens frame. • Stainless steel aircraft cable safety retains lens frame to back plate freeing both hands for servicing. • Integral cast -in aluminum hinges permit complete removal of lens frame assembly without tools. • Precision die -cast aluminum, Duraplex II bronze finish, back plate with cast -in knockouts for alignment with all standard recessed boxes. • One- tapped holes (1/2' NPS) on each side and top for conduit or photocontrol, complete with closure plugs. • Deluxe glazed porcelain socket pulse rated for 4KV. Ancentsit nco 2345 Vauxhall Rd. • Union, NJ 07083 • 908-964 -7000 2 -9 JHOTOMETRICS I ant >W IM 0 11p DM nuarailin 1RM � rams &W. X1111111 1111M OMNI 414 MINIM WNPM151 NLXL LUMINAIRE Cast Metal housing, specular reflector, clear prismatic glass lens, lamp in highest position. LAMP: 150W Clear HPS LUMENS: 16,000 MOUNTING HOT: 10' FOOTCANDLE CORRECTION Different Lamps Watts Multiply the following factors times the footcandle values for changes in mounting height. 70W HPS .36 100W HPS .59 150W HPS 1.0 SUGGESTED SPECIFICATIONS Fixture shall be all die -cast weatherproof aluminum with specular anodized alu- minum reflector and one -piece borosificate refractor with outside and Side prismatic surfaces. Fixture profile shall be a sharply defined !uFA 2345 Vauxhall Rd. • Unm, W 07083 • 908 -964 -7000 12' x g' rectangle with no external ballast Causing or other design element to disturb precise architectural appearance. AD exter- ra aluminum surfaces shall be fished with architectural dark bronze Duaplex II" polyester powder. WPM Series Wallprism M O I M V I I H O M M W fififitlLfifit! /_ \off• ZWIRAM UMNIMMU MOMOOM ::: EM= WNPM175MA LUMINNRE: Cast Metal housing. sf3ecular reflector, dear prismatic glass lens, lamp In middle position. LAMP: 150W Coated MA LUMENS: 12,000 MOUNTING HGT: 10' Different Mounting Height Multiply the following factors tines the footcandle values for changes in mounting height. To Change from 10' New Height 8' 10' 12' 14' 16' 18' 20' Factor 1.56 1.00 .83 .51 .39 .30 .25 Fixture shall be able to accept wire guard and/or Lexar• shield for field installation and fixture shall have a variable position socket for field - adjustable beam angle. Fixture shall be UL- listed and shall be Stonco Cat. No. (specify). 7/04 E � Value Series EMERGENCY LIGHTING EQUIPMENT POLYCARBONATE COMBINATION LED EMERGENCY EXIT SIGN With Remote Capabilities ARCHITECTURAL SPECIFICATIONS UNIT • Damp location rated • Easy to install, snap together design • Injection - molded, UL94 V -0 flame rated, high impact, thermoplastic housing • Molded wireways for internal wire routing and connections • Completely self- contained • 6 volt, 5.4 watt high intensity tungsten (H.LT.) lamps • Remote capacity option provides 19 watts of remote power • Available in white or black finishes • Universal J -Box mounting pattern • 120/277 VAC dual input • Short circuit, voltage surge, brown -out and low battery voltage disconnect protected • LED charge rate/power on indicator light • Push test switch • Meets ADA fixture requirements • Long life maintenance -free sealed lead acid battery • 90 minute ETL listed emergency run time EXIT SIGN • Factory assembled unit/LED exit sign • Constant uniform illumination • 6" letter with a 3/4" stroke • Long -Life, high intensity, red or green LEDs • Color matched diffuser for optimal light output • Snap -in chevron type directional arrows • Universal mount, canopy included ETV �nre ca 6/06 - EX263 Exclusive low - profile design allows for mounting above doors and restricted spaces. The EL90 offers full 180° lamp rotation. DIMENSIONS SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE CONFORMANCE TO CODES & STANDARDS ETL listed. Meets UL 924, NFPA 101 (Life Safety Code) NEC, OSHA and Energy Star illumination standards. Meets state of Minnesota energy- efficient legislation requiring less than 20 watts of power consumption. APPROVAL VEX- U- BP- WH- EL90 -R JOB INFORMATION • CONSTRUCTION Unit & Lamp Housing: Precision molded housings constructed of flame retardant, corrosion proof, UV stable thermoplastic. F.P.A. approved field selectable chevrons. Units resist denting, peeling, scratching and corrosion. finish' Textured white or black. EXIT ILLUMINATION Fully illuminated 6" letters with 3/4" stroke is achieved with high output, long lasting red or green Light Emitting Diodes (LEDs). An exclusive color- matched diffuser eliminates hot spots and striations, providing optimal light output. LEDs and electronics have an expected service life of 25 years. INSTALLATION Simple snap together universal design allows for faceplate and backplate to be fully interchangeable. Mounting canopy is supplied with all signs and snaps into enclosure with two positive locking tabs. ELECTRONICS 120/277 VAC dual voltage input with surge protected, solid state circuitry. EMERGENCY OPERATION Charging circuit is solid state type with constant current charge and transfer design. Circuit is brown-out protected and provides a minimum of 90 minutes of emergency run time and recharge time of 12 hours. Push to test switch and an LED AC indicator rovides simple means for manual test. ORDERING INFORMATION VEX U BP I SERIES VEX= Red GVEX = Green STYLE U = Universal ENCLOSURE TYPE BP = Plastic YOUR LOCAL REPRESENTATIVE IS: WH ENCLOSURE COLOR WH = White BL = Black REMOTE CAPACITY OPTION The EL90 is available with an additional 19 watts of remote capacity and is supplied with 5.4 watt lamps. This option utilizes maintenance -free, sealed lead acid batteries with an estimated service life of 10 years with an operating temperature range of 65 °F (19 °C) to 85 °F (30 °C). SELF - TESTING / SELF - DIAGNOSTIC OPERATION (Option: G2) The circuit continuously monitors the operating condition of the AC power, battery supply voltage, emergency lamp continuity and charging circuit. If a failure is detected, visual status will occur immediately via the multi - colored LEDs LED indicator(s) will illuminate until fault has been corrected. The G2 also monitors the transfer circuit as well as performing automatic code compliant testing. The self -test will operate the equipment in emergency mode five minutes every 28 days. Also, a 90 minute full - function test is performed every six months. WARRANTY Any component that fails due to manufacturer's defect is guaranteed for 5 years from time of shipment. Battery is prorated for 5 years. Warranty does not apply to damages caused by improper installation, abuse, fire or acts of God. EL90 TYPE I EL90 R OPTIONS G2 = Self Test / Self Diagnostics R = Remote Capacity (19 Watts) DL = LED Down Light EXITRONIX_ EMERGENCY LIGHTING EQUIPMENT 1911 West Parkside Lane // Phoenix, Arizona 85027 (623) 580-3948 • (800) 533 -3948 Fax: (623) 580 -8948 ledexit @exitronix.com • www.exitronix.com / X Li e-Lite Series EMERGENCY LIGHTING EQUIPMENT LL90 & LL9OR THERMOPLASTIC EMERGENCY LIGHTING UNIT LL90 & LL9OR STANDARD FEATURES • Damp location rated • Universal J -box mounting with quick - connect adapters for fast. simple installation • Compact. low profile design • Unique. fully adjustable square lamp heads • Completely self - contained • Fully automatic operation • 6 -volt premium grade. lead -acid. maintenance -free battery with 10 year expected life • Environmentally caved. solid state charger • Low voltage disconnect. protects battery from deep discharge • 120'277 VAC operation • Fully adjustable 5,4 wan 11.1.901 4.6 watt (11..9(112 p, glare -free lighting heads • Injection- molded. V -ti flame retardant, high impact• thermoplastic housing • Low- prolile test switch and LEI) charge rate indicator light • Regulated charge voltage • AC lockout • Overload /shoo circuit protection • Brown-out protection • Efl. listed LL9OR REMOTE CAPACITY FEATURES • Remote capabilities with a total of 19 watts • 6 volt, lab lead -acid battery • Same low- profile design as LL90 2/01 - EX203 The LL-90 and LL-904 combine a lot profile, contemporary appearance with economy and d,pendabil tjt Roth incorporate fully adjustable designer beads to compliment any environment. APPROVAL Roth rb - 7 ._ ii-90 and LL -90 -R f supplied with <-;" 7 Damp Location f, Rating!! t -� - LL -90 & LL -90-R SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE JOB INFORMATION Catalog Modeta Emergency Operation Voltage Input Lamp Wattage CMia`Wtl 4 in Hada 2-Hrs °"' 1'h Hra Lisa LLOOR 90 min 90 mmn 120/277V 120/277V 235.4W 2x1.6W N/A 2 NIA 3 2 4 I , t! tae 0 0 s r - a5 c HC 05 i$ 0 1 0 10 30 w 50 . to FFF7 FROM 0 30 sC 50 60 r AMP IMeaeu.ed en Ad11 I , t! 0 s r - a5 c �� '. 0 1 0 10 30 w 50 . CONSTRUCTION Unit it Lamp Ilousittl Precision molded housings constructed of flame retardant. corrosion proof. UV stable themoplastic. Units resist denting. peeling. scratching and corrosion. Finish; Textured white or black. INSTALLATION Units are mountable in any orientation, on wall or ceilings. A universal mounting pattern and rear key hole slots are provided. ELECTRONICS 120/277 VAC dual voltage input with surge protected. solid slate circuitry. EMERGENCY OPERA'T'ION Charging circuit is solid state t)pc with constant current charge and transfer design. Circuit is brown -out protected and provides a minimum of 90 minutes of emergency run time and recharge time of 12 hours. Push to test switch and an LED AC indicator provides simple means for manual test. BATTERY Maintenance -tree. scaled Lead Acid flattery provides an estimated service life of 10 years with an operating temperature range of (5'F (19• to K5^ r (30'C'). T y ORDERING INFORMATION; LL90 131. MODEL I LLVtI - Standard l ?nit LL9OR = Remote Capacity I COLOR 3laimk ! White DL Black � N "Mai C OPTIONS C 3' Line Cord YOUR LOCAL REPRESENTATIVE IS: Isofootcandie Distribution Diagrams Vertical Distribution Par1M LAMP Me asured Horizontal Distribution WARRANT% Any component that fails due to manufacturer's defect Is guaranteed for 1 year from time of shipment. Battery is prorated for 5 years. Warranty does not apply to damages caused by improper installation, abuse, fire or acts of God EXITRONIX EMERGENCY LIGHTING EQUIPMENT 2019 West Lone Cactus Drive Phoenix, Arizona 85027 (623) 580 -3948 a (800) 533 -3948 Fax: (623) 5804948 Email: ledexit4 exitronix.com vt ww.exitronix.com Catalog Number L6 33a p06E,8 Type FEATURES • Low- profile wraparound suitable for offices, schools and corridors. Matches CB in appearance. • Acrylic, prismatic diffuser with sonic - welded injection - molded luminous ends. • White enamel endplates - optional appliques available. • Linear -side prisms control brightness, pyramidal bottom prisms minimize lamp image. • Continuous, interlocking diffuser support prevents acci- dental opening and simplifies maintenance. • For surface or stem mounting, individual or row installa- tion. Snap -in aligners permit row mounting without tools. • Available in tandem -wired lengths. • High - gloss, baked white enamel finish. • Guaranteed for one year against mechanical defects in manufacture. SPECIFICATIONS BALLAST - Thermally protected, resetting, Class P, HPF, non -PCB, UL listed, CSA- certified ballast is standard. Sound rated A. Standard combinations are CBM ap- proved and conform to UL 935. WIRING & ELECTRICAL- Fixture conforms to UL 1570 and is suitable for damp locations. AWM, TFN or THHN wire used throughout, rated for required temperatures. MATERIALS - Metal parts are die - formed from code gauge steel. Diffuser is 100% acrylic. No asbestos is used in this product FINISH - Five- stage, iron - phosphate pre - treatment en- sures superior paint adhesion and rust resistance. Painted parts finished with high - gloss, baked white enamel. LISTING - UL listed and labeled. listed and labeled to comply with Canadian and Mexican Standards (see op- tions). Specifications subject to change without notice. PHOTOMETRICS Calculated using the zonal cavity method in accordance with IESNA LM41 procedure. Floor configurations shown are typical. Full photometric data on these and other configurations 18332 Report LTL 5638 - Lumens per lamp • 2900 S/MH (slang)12 (across)13 Coefficient of Utilization case al% 101i mx Wet 70% 50% 30% - 70% 50% 30% 50% 30% 10% 0 Q 87 87 1 80 77 74 2 74 68 63 3 68 61 55 4 83 54 48 5 5J 49 42 6 53 44 37 7 49 39 33 8 45 35 29 8 42 32 26 10 39 29 23 84 11 71 e5 60 55 51 47 44 40 37 84 84 74 71 68 62 59 54 53 47 47 41 43 37 38 33 35 29 31 25 28 23 Zonal Lumens Summary Zone Lumina %Lamp %Fracture 0-30 1786 20.5 27.5 0-40 2935 33.7 45.1 0.40 4808 55.3 73.9 0.90 5835 67.1 89.7 90-180 668 7.7 10.3 0-180 6503 74.8 100.0 79 79 70 87 62 59 56 51 50 45 45 40 41 35 37 32 33 28 30 25 27 22 79 65 56 48 42 38 28 24 21 19 a% 0% 67 57 49 43 37 32 28 25 22 19 16 I� L /THONIA LIGHT /NG • COMMERCIAL It INDUSTRIAL FLUORESCENT LIGHTING Low - Profile Wraparound LB 3 Wide Body 4' or 8' length 3 lamps ENERGY • Luminaire Efficacy Rating (LER) and Annual Energy Cost Three -lamp LER.FW = 65. Annual Energy Cost = S3.69. Based on 32W T8 lamp, 2850 lumens, and energy - saving electronic ballast Ballast factor = .88, input watts = 87. Calculated in accordance with NEMA standard LE -5. reflectance, are 20%. Lamp available upon request. 1.8340 Report LTL 4495 - lumens per lamp - 3150 SPAR (along)12 (across)1.3 Coefficient of Utilization came ea% 10% a% Well 70% 50% 30% 70% 50% 30% 50% 30% 10% 0 78 78 78 76 76 76 71 11 71 1 72 69 68 70 67 64 83 61 59 2 66 61 57 64 59 56 58 53 50 3 61 55 50 59 53 49 50 48 43 4 56 49 44 54 48 43 45 41 38 5 52 44 38 50 43 37 40 36 33 6 48 39 34 46 38 33 37 32 29 7 44 36 30 43 35 29 33 28 25 8 41 32 26 39 31 28 30 25 22 8 38 29 23 36 28 23 27 22 19 10 35 26 21 34 26 21 24 20 21 Zonal Lumens Summary Zane Lumens %Lamp %Fixture 0.30 1761 18.8 27.7 0-40 2884 30.5 45.4 0-80 4707 49.8 74.1 0-90 5712 60.4 89.9 90- 180 641 8.8 10.1 0.160 6353 67.2 100.0 0% 0% 60 51 44 39 34 29 26 22 20 17 15 LB 3W LB 3 Low - Profile Wraparound, Wide Body MOUNTING DATA or unit or row Installation, surface or stem mounting. Stem mounting not .allsble on TLa units. Individual installation — Four single -stem hangers required. Row installation — Two hangers per fixture plus two per row re- quired. See ACCESSORIES below for hanging devices 1B A. 1/4x 1h 1.835x 1.27) hole C. 7R (2.22) (71a.KA. D .11/1811.74) Die. K.O. E - 210.(18) Dia. K.O. and 7/e (2.22) Die. K.O. LB Series LB 3 tamps,l5 -3/8' wide For tandem, double-length unit, add areex T. Exempt. TU1 LB 3W 01998 Lmmnla lighting 9/98 La3W.P85 Accessories ORDERING INFORMATION Number of lamps 3 Not Included Order as separate hem BO Swivel -stem hanger (specify in 7 increments). 111 Ceiling spacer (adjusts from 1.1/2 to 2.117 from ceiling). 184W Walnut endplate appliques, one pair. 1841 Teak endplate appliques, one pair. LB4B 'Textured, black endplate appliques, one pair. 4 5 A 0 (12.71 A . 0 2 -12 (6.351 DIMENSIONS Inches (centimeters). Subject to change without notice. 5 112.7 F 4 32 32W 181481 124 277,347 40 40W T12 (al Others avaitabie (10.161 1 -311 f (1.151 0- 46 (121.921 D A 9 D A ES Energy- saving ballasts (40W lamps only). SEE Electronic ballasts, s 20% THD. GERM Electronic Belfast, 110%11113. EL Emergency battery pack (nominal 300 lumens See life Safety Section). GUI Internal fast -blow fuse. SW Internal slaw-blurs tuts. lift Radio interference filter (1 per fixture). ISC Lens safety clips (2 per torture), CSA Listed and labeled to comply with Canadian Standards. NOM listed and labeled to comply with Mexican Standards. SSA Specular silver interior finish 195% reflective). COMMERCIAL & INDUSTRIAL FLUORESCENT LIGHTING F.O. BOX A COWERS, GEORGIA 30012. TELEPHONE 770422 -2000, FAX 7704603106 121$ (31.431 1239 A (3143) Example: LB 3 32120 SEB I I I LampType I (Voltage I I Options IA L /THON/A L/GHT/NG Kind of Fixture to --r(a. of inures fetal 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, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.8 GPF 8 4 Non - Residential Sewer Use Certification • 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. Please Print or Type /7770 ,Soor/o A ?r P xv✓4Y Property Street Address Jr 44 )// Wk cp3/sas City State ZIP f',�hJ S LYtv�fe�1 i�2Alf C�kt�Gai ) O Nema Subdivision Name Subdiv. 1f Building Name L IN .' S was fi (it ap• linable) (__) ss8- 4QVo O P one Number (with Area Code) A. Fixture Unit 20 O Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units RCE Lot ft Block B ( ) Property Contact Phone Number (with Area Code) Owner's Mailing Address Fixture Units umber of Fixtures = Total Fixtur- Unit Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of he charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the deviation will require resubmission of corrected dat• fo Signature of Owne epresentative Print Name of Owner /Representative 1058 (Rev 11/05) For King County Use Only Account it Monthly Rate 6 Month Rate Property Tax ID ft Party to be Billed (if different from owner) City or Sewer District ,C/ rie. j(J.Yl nz.4" Date of Connection Side Sewer Permit ft Demolition of pre- existing building? O Yes ❑ No Type of building demolished Sewer disconnect date B. Other Wastewater Flow On addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) RECEIVED env OF TUKWIUI A B A white - King County Yellow - Local Sewer Agency Pink - Sewer Customer King County Department of Natural Resources and Parks RCE 'JUN 06 2007 PERMIT CENTER °DOb -y 10 pacity charge levied will be based on this information and any tion of a revised capacity charge. Date a 7- G, To: City of Tukwila From: Bill Parretta Building Department Date: June 1, 2007 Non - Residential Sewer Use Certification • Memo 0 Mtg. Minutes • Transmittal 0 Phone Log 0 Fax #: Re: Famous Dave's Restaurant Tenant Improvement Non - Residential Sewer Use Certification Address: 17770 Southcenter Parkway, Tukwila, WA 98188 Former Tenant: Cucina Cucina Italian Restaurant Famous Dave's Restaurant will be occupying the former Cucina Cucina restaurant establishment. Here is a comparison between the existing plumbing fixtures versus the proposed plumbing fixtures: Existing Proposed Difference Men's Toilet Men's Toilet Men's Toilet (2) Water closets (1) Water closets Minus (1) Water closet (3) Urinals (2) Urinals Minus (1) Urinal (2) Lavatories (2) Lavatories Women's Toilet Women's Toilet Women's Toilet (3) Water closets (3) Water closets Even (2) Lavatories (2) Lavatories Even Unisex H.C. Toilet (1) Water closet (1) Lavatory AL&SI IN Cl NA ftRCl p.5. None Proposed Bar Bar Bar Hand sink (1) Hand sink Even (l) 3 -comp. sink (1) 4-comp. sink Even (1) glass washer (1) glass washer Even 12202 PACIFIC AVG SLuITE C TACOMA. WA,'j8+44 253 - 531- 43000) 25SS -537 -&542 (F) SPARRETTA @AUSTINCINA.COM 1 None Proposed Minus (1) Water closet Minus (1) Lavatory # of pages 2 Existing Proposed Difference Kitchen Kitchen Kitchen (1) Dishwasher (1) Dishwasher Even (1) Pre -rinse sink (1) Pre -rise sink Even (1) 3 -comp. sink (1) 4 -comp. sink Even (3) Hand sinks (4) Hand sinks Plus (1) Hand sink (1) Mop sink (1) Mop sink Even Notes: 1. All existing and new water closets are flush tank, 1.6 GPF 2. Are existing and new urinals are 1 GPF. In summary, the new Famous Dave's restaurant plumbing fixture count is virtually matches the former Cucina Cucina Italian restaurant. Sincerely, Bill Parretta AustinCina Architects ALkS I IN Cl N.4 ARCI tiT6CT5, p.5. 12202 PACIFIC AVE S ITEC TACOMA, WA _9134-44 253 - 531 - 4300(0) 253 - -6542 (F) SPARR6TTA(WAL4STINCINA.COM 2 H � z Auburn Mechanical P.O. Box 249 4843 West Valley Hwy Auburn, WA 98071 le Tel: (253) 838-9780 Pax: (253) 833.1384 AU- 8U- RM-1183BA emmnletinn Date. r ti O —r Li Fah Time: Drawina#t RECEIVED SEP 2 4 2007 r4UBLIC W Job Name: lAm9N5 DA y CS Job#: Cost Code: KS Drawing Date: Date Turned In To Fab Shop: SIR# Delivery Date: Days to Completion INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED 1 PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PSID #1 CHECK VALVE CLOSED TIGHT? ❑ #1 CHECK VALVE LEAKED? ❑ # 2CHECK VALVE CLOSED TIGHT? ❑ #2 CHECK VALVE LEAKED? ❑ APPROVED AIR GAP PROVIDED? ❑ RPBA PASSED TEST? YES 0 NO ❑ #1 CHECK VALVE CLOSED TIGHT? • #1 CHECK VALVE LEAKED? • #2CHECK VALVE CLOSED TIGHT? • #2 CHECK VALVE LEAKED? • APPROVED AIR GAP PROVIDED? ❑ RPBA PASSED TEST? YES ❑ NO • DCVA #1 CHECK VALVE CLOSED TIGHT? 3.9 PSID #1 CHECK VALVE LEAKED? ❑ #2CHECK VALVE CLOSED TIGHT? 3.1 PSID #2 CHECK VALVE LEAKED? ❑ #1 CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED? ❑ # 2CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE LEAKED? ❑ DCVA PASSED TEST? YES ❑ NO ❑ DCVA PASSED TEST? YES ® NO • PVBA AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? ❑ CHECK VALVE HELT TIGHT AT PSID CHECK VALVE LEAKED? ❑ PVBA PASSED TEST? YES ❑ NO ❑ AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? ❑ CHECK VALVE BELT TIGHT AT PSID CHECK VALVE LEAKED? ❑ PVBA PASSED TEST? YES ❑ NO • NAME: FAMOUS DAVES ACCOUNT #: _ SERVICE ADDRESS: 17770 SOUTH CENTER PRKWY. METER #: 383 CITY: TUKWILA STATE: WA ZIP CODE: 98188 ASSEMBLY LOCATION : SW CORNER IN VAULT IN STREET CROSS - CONNECTION CONTROL FOR? FIRELINE SIZE: 10" MAKE: HERSEY MODEL: 2 TYPE: DCVA SN: VD95 LINE PRESSURE AT TIME OF TEST: 150 PSI. NEW? ❑ EXISTING? ® REPLACEMENT? ❑ APPROVED ASSEMBLY? ❑ City of Tukwila - Public Works Maintenance Department 600 Minlder Blvd, Tukwila, WA 98188 REMARKS: THIS ASSEMBLY IS NOT APPROVED IN WASHINGTON AS A DOUBLE CHECK DETECTOR ASSEMBLY. TEST COMPANY: SimplexGrinnell. 9520 10th Ave So_ #100. Seattle, WA 98108 (206) FAX (206) 291 - 150 TEST KIT MAKE: MID-WEST MODEL: 4M5 SN: 04072297 CALIBRATION DATE: 4/25/07 I certify that I used WAC 246 - 290-490 approved Test Methods and Differential Pressure Test Equipment TESTER'S NAME (PRINTED): 7 'ii." r 40 4y CERTIFICATION #: B5012 SIGNATURE: DATE TESTED: 9.21 -07 REPAIRED BY: REPAIR DATE : RETESTED BY: CERT #: _ DATE TESTED: Backflow Assembly Test Report Form PROPER INSTALLATION? Ig INSPECTED BY CCS? ❑ INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PSID #1 CHECK VALVE CLOSED TIGHT? ❑ #1 CHECK VALVE LEAKED? ❑ #2CHECK VALVE CLOSED TIGHT? ❑ #2 CHECK VALVE LEAKED? ❑ APPROVED AIR GAP PROVIDED? ❑ PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PSID #1 CHECK VALVE CLOSED TIGHT? • #1 CHECK VALVE LEAKED? • #2CHECK VALVE CLOSED TIGHT? ❑ #2 CHECK VALVE LEAKED? ❑ APPROVED AIR GAP PROVIDED? ❑ RPBA PASSED TEST? YES ❑ NO • RPBA PASSED TEST? YES • NO ❑ DCVA #1 CHECK VALVE CLOSED TIGHT? 2.5 PSID #1 CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED? ❑ #2CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED? • #2CHECK VALVE CLOSED TIGHT? 2.1 PSID #2 CHECK VALVE LEAKED? ❑ #2 CHECK VALVE LEAKED? • DCVA PASSED TEST? YES e NO ❑ DCVA PASSED TEST? YES ❑ NO ❑ PVBA AIR INLET OPENED AT PSID AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? • AIR INLET FAILED TO OPEN? • CHECK VALVE HELT TIGHT AT PSID CHECK VALVE LEAKED? ❑ PVBA PASSED TEST? YES ❑ NO ❑ CHECK VALVE HELT TIGHT AT PSID CHECK VALVE LEAKED? • PVBA PASSED TEST? YES ❑ NO ❑ City of Tukwila - Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form NAME: FAMOUS DAVES ACCOUNT #: SERVICE ADDRESS: 17770 SOUTH CENTER PRKWY. METER #: CITY: TUKWILA STATE: WA ZIP CODE: 98188 ASSEMBLY LOCATION : SW CORNER IN VAULT IN STREET CROSS - CONNECTION CONTROL FOR? FIRELINE SIZE: /4" MAKE: HHERSEY MODEL: Mg TYPE: DCVA SN: 156938 LINE PRESSURE AT TIME OF TEST: f50 PSI. NEW? ❑ EXISTING? ® REPLACEMENT? ❑ APPROVED ASSEMBLY? ❑ PROPER INSTALLATION? ❑ INSPECTED BY CCS? ❑ REMARKS: THIS ASSEMBLY IS NOT LISTED FOR USE IN WASHINGTONS APPROVED LIST. TEST COMPANY: SimplexGrinnell. 952010th Ave So. #100. _ Seattle, WA 98108 (206) 291 -1400 FAX (206) 291- 1500____ TEST KIT MAKE: MID -WEST MODEL: MI SN: 04072297 CALIBRATION DATE: 4/25/07 I certify that I used WAC 246 - 290 -490 approved Test Methods and Differential Pressure Test Equipment TESTERS NAME (PRINTED): / v9 A:0 4fr CERTIFICATION #: B5012 SIGNATURE: /1„--7,-1 i DATE TESTED: 9-21-07 REPAIRED BY: REPAIR DATE : RETESTED BY: CERT #: DATE TESTED: Sep. 21. 2007 11:14AM Merit Mechanical, Inc. .07/83/2007 12:61 4256419730 KINCO REALTY CORP adow:daRgreeter ACCOINT• JEA1 SERVICE ADDRESS 17320 ntfr Plwv METER 0 .1 374 STATE 3/4,. E n CODE 9$004 ASSEMOLYLOCATION lualstbunt tM Ip t] i 1D !Art CROSECONNECT ION CONTROL PORU, TcIpp, D NAME S,ZE 2.QQ'. IHAKE�all4p, LINE pnssuAE AT TIME OF TEST? g,. ar �$t JL. PSI DROPACROSSf, CHECK VALVE PSID ItZEIA RETESTED IV RELI ,► K VALVE OPENED A CHECK VALVE CLOSED TIGHT? 0 ❑ ❑ ❑ ❑ ❑ APPROVED man PROVIDe7N ❑ *PEA PASSED TEST! Vai ❑ No ❑ SPCA PASSED TEST? Vs ❑ •n CHECK VALVE CLOSEDTICHT? •� Cir ►SD • r CHECK VALVE CLOSED TIGHT? Km ID CHECK VALVE LEAKED? •I CHECK VALVE, CLOSED TIGHT? 13 CHECK VALVE LEAKEDW. APPROVED AIR CAP PROVIDED? City of Tukwila — Public works Maintenance Department 600 Minkla Blvd, Tukwila, WA 981 Bacicflow Assembly Test Report Form DC yAl OHMIC CHECK PALER LEADEDt ❑ KS IC VALVE CLOSED TIGHT? 2L_ PS,D PS CHECK VALVE LEAKED? ❑ I DCVA nACIED TEM Y. N e ❑ __ AIR INLET OPENED AT AIR INLET YAILEO ❑ YVBA CHECK VALVE HELD TI &iT AT CHECK VALVE LEAKED? ❑ PPM PASSED TEST? TN a NO ❑t MARW RC APPROVED AS ammo . Ll PROPER INSTALLS TWa TT COMTADt 7r mme. 1 TEST KIT MARE ! (L.lR MOD 1 terrify Biar fused WAC 46.29 AM tutors NE (P NTED) SIGNATURE 1 T / f REPAIRED HY Received Time Jul. 3. 12:5IPM MODEL �Q, • 1�`a1 NEW: ❑ EXISTING? CPLACE etvr•, _�.. = •.. ❑ - I iz?,142R •,. Q.f PSI DROP ACROSS II CHECK VALVE ..� P MID RELICT VALVEOPENEp nu) El TI or CHECK VALVE CLOSED NT? Kf CHECK VALVE LEAKED? K3 CHECK VALVZ CLOSED TIGHT: •I CRICK VALVE LEAKED? PS?D SI CRECKVALVt /Loam PHONE ±1 • IVrl EL ___EN 1(287b, , _ CALe$RATION DATE 90 approved fllst Methods sad Differential Pressure Tat Egfdpmen, ` .. CERTInCAT10N a OZ DATE TESTED ,K REPA DATE DATE TESTED No. 8337 P. 1/1 PAGE 16/18 41 CHECK VALVE CLOSED TIM? _�— MID Ya❑ N. ❑ wan ❑ fl CHECK VALVE LEAKED? DNA PASSED TEST/ � •` � PMO ALRINLETow LNZD AT AIR INLET /AILED TO OPEN! CHECK VALVE HELD TIGHT AT MCtD CHECK VALVE LIA1 PVOA PASSED TEST? Vn ❑ Ne ❑ ES ❑ INSTECTEDLYCCSI Sao. 18. 2007 12:46PM Merit Mechanical, Inc. No. 8153 P. 1/1 07/83/2007 12:51 4256419730 KDACO REALM cCRP . PAGE 12/18 City of Tukwila — Public Works Maintenance Department • 600 Minkler Blvd. Tvkwfla, WA 98288 Backflow Assembly Test Report Form NAME NAM ildMaKekT1 ACCOUNT/ SERVICE ADDRESS M*, qR v METERn 1294517 LIT 711kUP31e _. STATE WA, ._ _ 707 CODE 3flom. ASSU7$LY LOCATION liatathsatuntabathassatinta cmossannOY CONTROL POE? SIZE SOS' MAKE MODEI. and—. TVPE jRyz& . er LINE MREAAME AT TIME OF TES!? (AC pp raw ❑ mom C NRE77 C NLMT.ACN M N ❑ raMi wiiiiiiins ._ ___ TiR[s. _ _B!AtR�.S�ZL! � I rem m oirACROSsNICHECK VALVE MID PSI DROP ACROS$ VALVE PSID Mitt Van OPENED PEID HELM VALVE OPENED NM ' VI CHECK VALVE CLOSED TIM? ❑ raga VALVE CLOSED TIGHT? NI * CHECK VALVE LEAKED? ❑ in CKECK VALVE LEAKED? tnt Ee at= VALVE CLOSED rmR.? ❑ CRS CicVALVE ammo nor IS CHECK VALVE LEAKED? NZ CHECK VALVE LEAKED? APPROVED MR CAP PROVIDED? ❑ ED AIR CAP PROVIDED? MA PASTED TEST? Va ❑ N. EPS TAELPA TEST? Vas ❑ No ❑ NI CHECK VALVE CLOSED TIGHT? rim DCVA{ of CHUCK VALVE LCAKID? ❑ ncHta VALVE 13.03W TIGHT! MID • A CHECK VALVE LMno? AHI INLET OPENED AT MI CROCK VALVE CLOSED TIGHT? flit NI CHECK VALVE LEAKED? r ❑ 7O.CRECK VALVE CLOSED TIGHT/ '?`' ." HID • ❑ DCVA PASSED TESTY Va 0 Ke STT ❑ DCVA PASSED TE Ya ❑ H• ❑ nip AIR IIRETOP£n =OAT .._•..• MID Am INLET PAILTD TO OPEN? ❑ A?R MET ►AILED TO OPEN? 11COWCK VALVE LEANED? PVDACHECKVALVEHELDTIGRTAT wars CHECKVALVENEIArCNTAT Pno CRECKVALYEI.EAKCD! I 0 CHECKVALVELSAIaD! ❑ f PVSA PASSED TUT/ Vet No ❑ Yu ❑ . N. ❑ REMARKS TEST COMP ~__ = �G AT ' h1 fiat IT MAKE we! /an Tha*Thad WAC PVIIAPASSEOTSST? APPROVED ASSEMPLY7 YROPQ INSTALLATUORT ❑ .� INSPECTED EVCM • mint NAME e7TSWATUDE REPAIRED RETESTED DV Received Time JO. 3. 12:51PM ❑ • i411e <J}C -- PHONE' 4 I Q0 , a' MODELIZgYr eN sf eqb CALIDRArC.VDATE eatitg 0 approved Tar :Methods ma Miranda! Prance T.n quipme u cnflTICAroN DATE rpm O REPAIR DATE _ DATE TESTED a6- y`v dryvi� Q THIS IS TO CERTIFY THAT SANTILLAN DRYWALL & STUCCO CORP. 1090 NORTH 100 W. PLEASANT GROVE UT 84062 COMPLETED A TRAINING SEMINAR FOR DRYVIT SYSTEMS, INC.'S OUTSULATION SYSTEM® EXPIRATION DATE: 12/31108 SEP 2 1 CCI BUgLUiNG DEPARTMENT DATE LISTED: 9/21/07 LISTING NO.: 001827 (SEE REVERSE SIDE FOR IMPORTANT INFORMATION) 0 0 2 0 2 Y co co CO 0 N CO O r r 0 0 Y Bill Panetta Austincina Architects 12202 Pacific Av, Ste C Tacoma WA 98444 Dear Mr. Paretta, Sincerely end File No. D06 -410 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 22, 2006 ars 4/�� hnician RE: CORRECTION LETTER #1 Development Permit Application Number D06 -410 Famous Dave's Restaurant —17770 Southcenter Py • 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 and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Public Works Department: Dave McPherson, at 206 431 -2448, 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 throupit the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. P:VamifaCarection Letters \20061D06-410 Cmrtetion Ltr #1.DOC jam • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 Building Division Review Memo Date: November 20, 2006 Project Name: Famous Dave's Restaurant Permit #: D06 -410 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). Of applicable) Structural Drawings and structural calculations sheets shall be oriainal sinned wet stamped not copied.) 1. Sheet A2.2 the plan has no keys that reference that pages legend. Provide the relative reference keys and identify or name each individual space i.e. Bar, Kitchen, Dining area, office, etc. (IBC 106.1.1) 2. Identify the number of occupants for each space and show square footage for the individual occupant spaces. (2003 IBC 106.1.2). 3. Provide a revised Lighting Summary with the re-evaluated fighting allowance that meets the allowed wattage. 4. The following legend keys need clarification on sheet A2.1, ( #1, 3, 5, 29 and 11). In particular #5 and #29 appear to refer to the booth section where similar #5 key references the windows. Additionally the #11 legend key appears to refer to an inoorred detail (4/A/.2). Revise plan to clarify all reference keys. (IBC 106.1.1) 5. In addition to item 3 above provide details for the raised booth construction. (IBC 106.1.1) 6. Show emergency lighting on sheet A3.0 and provide a key reference for emergency lights. Identify emergency lighted pathways. Egress ilumination shall extend to the exist discharge. (IBC Section 1006 & 1011) 7. Where the front patio next to the main entrance shows a patio with a new railing, it is not clear if the railing continues on all three sides. Provide notes or a detail that identifies the full length of the railing. The purpose is to show that egress continuity and component requirements are meet (IBC Section 1006 & IBC 1007.2) 8. Revise site plan to show thediagonal parking strip is the same size as that shown on sheet Al j. 9. A completed permit application for Mechanical, Plumbing and gas piping shall be required prior to issuing a building permit. Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: December 20, 2006 PROJECT: Famous Dave's Restaurant 17770 Southcenter Parkway PERMIT NO: D06 -410 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. As part of Washington State Department of Health's cross - connection control program to Protect the public water system from contamination via cross- connection, approved backflow devices need to be installed between the distribution system and a consumer's water system. The owner of these devices, must maintain and provide annual test results to the Public Works Department. • Since your Tenant Improvement (TI) application includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards, as set forth in the Uniform Plumbing Code. 'Including the installation of an approved backflow prevention on the fire line, irrigation line, and the domestic water supply to the building. Domestic Water Provide a current test report for the new Reduced Pressure Principal Assembly (RPPA). An RPPA was installed within the last two years under Public Works permit no. PW05 -100. Fire System The fire Department Connection (FDC) shall have the dual siamese connection replaced with Stortz connection per City of Tukwila Detail WS -15 sheet 2 of 2. Irrigation The irrigation deduct meter shall have an ECR -WP register that is compatible with the Sensus Automatic Reading System. Show the above required installations on your plan sheet and provide a cost estimate for Public Works for this work. See permit fee estimate Bulletin A2 — enclosed. • P ublic Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Dorothy F. Teeter, MHA, Interim Director and Health Officer November 2, 2006 Gary Snider William Tell Inc. 136 E. South Temple Salt Lake City, UT 84111 Dear Mr. Snider: RE: PLANS AND SPECIFICATIONS FOR: Famous Dave's BBQ at 17770 Southcenter Parkway, Tukwila, WA (98188) SR1132147 P/E 6733 (Risk 3) The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED. Your establishment has been assigned the following plan review service number (SR1132147). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete the enclosed application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 -205 -1903 at least one week In advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee fora repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office DAB Enclosures Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 • Kent, WA 98032 T (206) 296 -4708 F (206) 296.0163 • www.metrokc.gov /health RECEIVED CIIYOFTIJKWILP NOV 0 3 2006 PERMITCENTER Wit- City of Seattle ® King County Gregory J. Nickels, Mayor Ron Sims, Executive ACTIVITY NUMBER: D06 - 410 DATE: 08 -2 -07 PROJECT NAME: FAMOUS DAVES BBQ SITE ADDRESS: 17770 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 7 After Permit Issued DEPARTMENTS: •01" B Division Public orks DETERMINATION COMPLETENESS: (Tues., Thurs.) D Complete DocumenWrouting alip.doc 2 -28-02 PLAN PITRMPMNG SLIP APPROVALS R CORRECTIONS: ELI N[A" iS " 6} Fire Prevention At tfeb'N' ,0 - Planning Division Structural ❑ Permit Coordinator Incomplete DUE DATE: 08 -07-07 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 ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09-04 -07 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: DEPARTMENTS: Building Division PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -410 DATE: 07 -25 -07 PROJECT NAME: FAMOUS DAVE'S RESTAURANT SITE ADDRESS: 17770 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 6 After Permit Issued CI Fire Prevention Planning Division ❑ Permit Coordinator POl Bork /G Eit fro Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-26-07 Not Applicable ❑ Complete g Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT , !'NG: Please Route u Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: Approved ❑ Notation: Documentdrouting slip.doc 2-28-02 APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Approved with Conditions DATE: Ei DUE DATE: 08-23-07 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: 't h g�b� Idi ': � ivist n Public Works ❑ Complete Comments: APPROVALS R CORRECTIONS: Document routing slip.doc 2-28-01 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -410 DATE: 06 -27 -07 PROJECT NAME: FAMOUS DAVE'S RESTAURANT SITE ADDRESS: 17770 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 5 After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTJNG: Please Route r u j Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator ❑ DUE DATE: 06-2$-07 No further Review Required DATE: DUE DATE: 07-26-07 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Plan ningDivisio fr n� Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: EPA n fl B ilding Division Public Works ❑ Complete Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS O CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing 9ip.doc 2 -28-02 PERMIT COORD COPY ' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -410 DATE: 06 -06 -07 PROJECT NAME: FAMOUS DAVE'S RESTAURANT SITE ADDRESS: 17770 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 4 After Permit Issued Fire Prevention Structural DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Approved with Conditions❑ CI Planning Division ❑ Permit Coordinator ❑ DUE DATE: 06-07 -07 No further Review Required DATE: DUE DATE: 07- 0 Not Approved (attach comments) ❑ DATE: Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -410 DATE: 05 -23 -07 PROJECT NAME: FAMOUS DAVE'S RESTAURANT SITE ADDRESS: 17770 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter it Response to Incomplete Letter # X Revision # 3 After Permit Issued DEPARTMENTS: � 7 t� Building Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Fire Prevention Structural Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 7 -7602 Approved with Conditions El DATE: DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 05-24-07 Not Applicable ❑ No further Review Required DUE DATE: 06-21-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -410 DATE: 05 -03 -07 PROJECT NAME: FAMOUS DAVE'S RESTAURANT SITE ADDRESS: 17770 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENT lt Building 'vision Public Works ❑ Complete Comments: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: PERMIT COORD COPY Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DUE DATE: 05-0$-07 No further Review Required DATE: DATE: Plannin Divisi o e4 k Permit Coordinator ❑ Not Applicable ❑ DUE DATE: 06-05-07 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -410 DATE: 04 -17 -07 PROJECT NAME: FAMOUS DAVE'S RESTAURANT SITE ADDRESS: 17770 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Bull mg 'vision , Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28-02 tSPERMIT COORD COPY '► PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ TUES/THURS ROUTING: Please Route Si Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 04 -19-07 DATE: DATE: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 05-1 7-07 Approved Approved with Conditions Not Approved (attach comments)❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEP fiA Bdifding ivis ` Complete REVIEWER'S INITIALS: Documents/roueng slip.doc • 2 ` •' PERMIT COORD Colt* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 - 410 DATE: 1-4 -07 PROJECT NAME: FAMOUS DAVE'S RESTAURANT SITE ADDRESS: 17770 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter .# _ Revision # before Permit Issued APPROVALS OR CORRECTIONS: Fire Prevention Public Works 171-11/1 AWO Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ 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: Planning Division ❑ Permit Coordinator L❑ DUE DATE: 1 -9-07 Not Applicable ❑ DUE DATE: 2 -6 -07 Approved ❑ Approved with Conditions 0 Not Approved (attach comments) U Notation: • DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments Issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • ACTIVITY NUMBER: D06 -410 DATE: 11 -03 -06 PROJECT NAME: FAMOUS DAVE'S RESTAURANT SITE ADDRESS: 17770 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTM NT ed: Bui ng Division Pu li Work3 i pi Structural IIINIM�t 1-11-0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 6116 il• ►, Fire Prevention ILI Incomplete ❑ 6M ,I(.pv iv -1 ° Planning Division Permit Coordinator ❑ DUE DATE: 11-07-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route u Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: DUE DATE: 12-5-06 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg :1 Fire ❑ Ping ❑ PW tg Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i ,� Summ �&s d•e4 -AIN �p po'opo posed Y`c.tl�vy ,Ganu�r� 0 n l14 pp �Otrw.i ri U)iv.f Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i ,� Summ �&s d•e4 -AIN �p po'opo posed Y`c.tl�vy ,Ganu�r� 0 n l14 pp �Otrw.i ri U)iv.f Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i ,� Summ �&s d•e4 -AIN �p po'opo posed Y`c.tl�vy ,Ganu�r� 0 n l14 pp �Otrw.i ri U)iv.f Received by: if/h#4 _- 7V74 7%tL REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: f r ,ny, o vs i . w c �P,O- PERMIT NO: %% G) M j Q SITE ADDRESS: 11?7 D .CeokkewGer �y REVISION LOG ORIGINAL ISSUE DATE: \-1 \-01 v (please print) (please print) (please print) (please print) (please print) REVISION DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S at 24.01- ,- R -2--07 0�•hl• Summary of Revision: Akccr Wm rcAlic cannx IWr tJJtU- Summary of Revision: �J -J tptS6 IN ' ( ,p7,F; jC t , Received by:9 4 i, , J o al estoso REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF LN S arliWia 6�,2�'�,7+ (i@ 21 • 0�•hl• Summary of Revision: NW I .I1J 6-- Mit e 6.4 ' Wft l kV,- U Summary of Revision: �J -J tptS6 IN ' ( ,p7,F; jC t , T s S of Revision: fM Nth (3,00f phi P. l2oO�"- f'�Q wniary Summary of Revision: Wv fc,t bNS ge(>Z gy IItSP 1 0 6et' Sk-(11/4.) My, & ()trig- AmfaP- Gtt okt DN P, to rit,GlAINJ, O*t fAN 0kiNIC .t(I.DIJ orTit'ltb e tJ CANON p , 0 J , rmo rAerff not 06- INt 1 14 1 1 PVIOceived by: At I t vokYl✓C C'r'rA- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF TIALS arliWia 6�,2�'�,7+ (i@ 21 • 0�•hl• Summary of Revision: NW I .I1J 6-- Mit e 6.4 ' Wft l kV,- U Summary of Revision: �J -J tptS6 IN ' ( ,p7,F; jC t , T s S of Revision: fM Nth (3,00f phi P. l2oO�"- f'�Q wniary Received by: ;tc,rnes D. C,ol91/4.4-, REVISION DATE RECEIVED STAFF ISSUED DATE STAFF STAFF TIALS arliWia 6�,2�'�,7+ (i@ 21 • 0�•hl• Summary of Revision: NW I .I1J 6-- Mit e 6.4 ' Wft l kV,- U Summary of Revision: tilt W 'C0 lk kf l O PA�IG f d r 1 A'1 CM C O T s S of Revision: fM Nth (3,00f phi P. l2oO�"- f'�Q wniary Received by: 9l I.IEA,'C:, NWlt.ltc REVISION NO. DATE RECEIVED STAFF ISSUED DATE STAFF INITIALS S STAFF TIALS arliWia 6�,2�'�,7+ (i@ 21 • 0�•hl• Summary of Revision: NW I .I1J 6-- Mit e 6.4 ' Wft l kV,- U T s S of Revision: fM Nth (3,00f phi P. l2oO�"- f'�Q wniary Received by: 3grr44 l Or, In a ho(,t r /tlAWW A MICA1. tA0 0✓ICRI,,..., Received by: 1t t REVISION DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S T. arliWia QI;1 v (i@ 21 • Summary of Revision: NW I .I1J 6-- Mit e 6.4 ' Wft l kV,- U Received by: 3grr44 l Or, In a ho(,t r PROJECT NAME: SITE ADDRESS. REVISION LOG PERMIT NO: VC? MN ORIGINAL ISE DATE: 01 AA [ - (please print) (please print) (please print) (please print) (please print) Date: 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: / /www ri tukwila wa ur Steve Lancaster, Director Steven M. Mullet, Mayor REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the maid fax, etc. A o Plan Check/Permit Number: a 6'4 - yf e ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 7 flier Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: PAPPvS a4sXS ,WsfAr eAif rthilr ffraverferr Project Address: 977 j) c OrIn '7ZC PARKIOA Contact Person: flit P € Phone Number: o f i ", S /' See e) Summary of Revision: Or. PlxHrr oM/ilb f d ,c4 -prg 4* dau PAESI o rb .e.P4Ct rrf€ eXISIt16 leAta C' Aga xl', flit ex/zcicc eerpxto2 /brio. I wo girt_ Mvo1Lie ) tyrosoes nerAts i "waste) RA-16/47. Sheet Number(s): A o2.S "Cloud" or highlight all areas of revision including date // of � revision Received at the City of Tukwila Permit Center by: h w e Entered in Permits Plus on Oil0)107 tapplicationstforms- applications on line\revision submittal Created: 8 -13 -2004 Revised: RECEWED MY OF TUKWI A AUG 1- 2 2007 oEct,n 7 r.Fr;'r ,.. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206-431 -3665 Web site: late: / /www.ci.tukwila.wa.us I REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: L aS dan Plan Check/Permit Number: 10a ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # (p after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: , ` , Project Address: / 7774 (rAr rtis 4izC pt Contact Person: /Q /(4 rielarea Phone Number: PSI* 54/• feet, Summary of Revision: use MCC €,irr s itattrir; • Sheet Number(s): °Cloud" or highlight all areas of revision including date /A of revision L Received at the City of Tukwila Permit Center by: Zr Entered in Permits Plus on ()y /, S 7 \applicationsVotms- applications on IincMevision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA 1 JUL 25 2001 PERMIT rENTEF All el 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 : / /www.ct,tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: vale )V &Dag Plan Check/Permit Number: Oa i a/ /> ❑ Response to Incomplete Letter # A£CE7yEC ❑ Response to Correction Letter # _ City OP ruKwiU `4 Revision # 5 after Permit is Issued JUN 2 7 2007 El Revision requested by a City Building Inspector or Plans Examiner " �wivl En Project Name: Milan OvOJ fre t'DVfilmair h /M/°�ZO,c ettt' Project Address: / 7790/7790 sf�.t/ k.�XY Contact Person: fAZ PAifjetiP- Phone Number :075So' 51. ;a Summary of Revision: lye ra. #eri e tredra L amt g4& t Kali s,,+ rz✓, tstt4.t/ftr re) rphtt/ptttt' 47-4A t?ANz-z real sic cots fttl40 arepeeita rnarrottoc. Sheet Number(s): Ala. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ Entered in Permits Plus on 60( \applications\forms - applications on line revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: \hi& l/ e?m7 Plan Check/Permit Number: s0 OCR - VAC ❑ Response to Incomplete Letter # El Response to Correction Letter # Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: City of Tukwila Summary of Revision: fete. oZtf Fifo.f r.,t ryi ,ate*. t tllPLLo,Z non Sheet Number(s): shifty 9 "I "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: tA Entered in Permits Plus on (gyp 14 tor \applications\ forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hilp: / /www.ct.tukwila.wa.us Steven Al. Mullet, Mayor Steve Lancaster, Director RECEIVED CffV OFTUKWIIA IJUN 06 2007 PERMIT CENTER /1790 cra Mg:Wirt fret 1 /CCT 'T* Phone Number: Q SS .S3 /- *OM 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: htm: //www.ci.tukwila.w Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: My fl r9007 Plan Check/Permit Number: tzt'- $f O ❑ Response to Incomplete Letter # _ I A (r ' n ❑ Response to Correction Letter # Revision # 27 after Permit is Issued MAY 2 3 2007 Revision requested by a City Building Inspector or Plans Examiner , Katmai i t to (ER Project Name: 15WDL 5 atVLJ �LSrAVtA'( riiVATC/ U'/PWD - IA ' Project Address: 929 c Veakef lifiC Atle a Contact Person: gilt__ P.AegET7is" Phone Number 0,6" - 61/ 9SCO Summary of Revision: /Z12JIC%T Gry fta.,Aij Zero/C ^ Pt2o✓/ ,t ilfaid evero let sorrow tr Rm./ -roe rjfcu-NJI PVl1:f �t)tV ( OIJJ) Sheet Number(s): utter?" A t< o % "Cloud" or highlight all areas of revision including date of ision Received at the City of Tukwila Permit Center by (S Entered in Permits Plus on e ni o4 'app'app i cal iforms- applications on Iinckevision submittal Created: 8-13-2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director City of Tukwila REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / J/A^r 7 ov 77 Plan Check/Permit Number: 0 0 / o - 'AO ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # Qi after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: /44/10C AS 0,4VtJ 'e&s - cn1t1r r .Ant /P7P/ZDI/f a /t Project Address: / 7770 cJW7?/c6/1Vf i Contact Person: /g/a. t C,Q.1r4 Phone Number: @$d) Sd /^ Igoe) Summary of Revision: ni✓A sins/ To AbvshdicA-t95o /99eflk L . Sheet Number(s): ,4 i a /rh/J Ao • "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0510 1 1n' \applications\ orms- applications on linthrevision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CM OFTUKWILA NAY 0 3 2001 PEWIT CENTIE I ge : AD/facie ace P.- wn e.. (1 - rw&s as /far i°ktniet f tMIchi7 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206431 -3665 Web site: http:llwww.cttukwila.wa Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mai4 far, etc. Date: iZt. a LLB') Plan ChecWPermit Number: ❑ 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• tesda k ✓ ndl (C.Jr Project Address: 1/7')0 5ctl tareg y Contact Person: 1SJLL &Refire Phone Number: I PM - cu 4300 Summary of Revision: nuiq rtett Ktwlsla) CM3oPf M wt ST 64.404 to 3 3T th3otor coat�tal taiG'M1 e ti9Cia C)00f - r. %et. ? Pneaf (t rtflijlt)& /D soviet + l err Sheet Number(s): A 0. D k t- 1 )c 1 -d t h e `( "Cloud" or highlight all areas ofrfvision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l it, hppheationsVnmts-eppiicauons en hnelrevision submittal Created: 143-2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director art OF TIMOVItA APR 17 1001 PE.R I REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / •l ❑ 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: Famous Dave's Restaurant Project Address: 17770 Southcenter Py Contact Person: get akrtoctnz4- Phone Number(` .' ). 't/-- 1/,1Gt3 Summary of Revision: ,tu'c,Veo Prot 7746 t' /LtWu* ormerIL ,cic4Vfl/f hittriC ilet9 an 'cLO . Sheet Number(s): ,44- /. D 4 0 Z /, / 4 - e ? t ,4 J. D "Cloud" or highlight all areas of reyision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on City of Tukwila \applications\forms - applications on line\revision submittal Created: 8-13-2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: D06-410 bkuost- Steven M. Mullet, Mayor Steve Lancaster, Director JAN - 4 2007 PERMIT CENTER License Information License WASHIAC963K8 Licensee Name WASHINGTON APPLETREE CONST LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602385936 Ind. Ins. Account Id #1 Business Type LIMITED LIABILITY COMPANY Address 1 136 E SOUTH TEMPLE #1650 Address 2 City SALT LAKE CITY County OUT OF STATE State UT Zip 84111 Phone 8015325108 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/28/2004 Expiration Date 7/12/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 WESTERN SURETY CO 69698758 05/19/2004 Until Cancelled $12,000.00 05/28/2004 Business Owner Information Name Role Effective Date Expiration Date PRINCE, JOHN PARTNER/MEMBER 05/28/2004 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries Generai/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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WASHIAC963K8 01/31/2007 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x