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Permit D08-075 - WESTFIELD SOUTHCENTER MALL - SBARRO - TENANT IMPROVEMENT
SBARRO 2600 SOUTHCENTER MALL FC -4 D08 -075 Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: SBARRO Address: 2600 SOUTHCENTER MALL, FC4 , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: MICHELLE DOUGLAS Address: 831 JAMES ST, 2ND FLOOR , SYRACUSE NY 13203 Phone: 315 233 -1300 X 111 Contractor: Name: ANCOR INC Address: 831 JAMES ST 2ND FLOOR , SYRACUSE NY 13203 Phone: 315 - 233 -1300 Contractor License No: ANCORI *054N1 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT (FOOD COURT) doc: IBC -10/06 Citylif 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 DEVELOPMENT PERMIT Value of Construction: $190,000.00 Fees Collected: $3,169.20 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0004 * *continued on next page ** Permit Number: D08 -075 Issue Date: 04/10/2008 Permit Expires On: 10/07/2008 Expiration Date: 06/06/2009 D08 -075 Printed: 04 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: doc: IBC -10/06 City olnukwila • 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 Permit Number: D08 -075 Issue Date: 04/10/2008 Permit Expires On: 10/07/2008 Date: 4 U I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: `i , Date: 70 vV Print Name: /7c 4 /7Z7G vk. 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. D08 -075 Printed: 04 -10 -2008 Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: SBARRO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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 PERMIT CONDITIONS Permit Number: D08 - 075 Status: ISSUED Applied Date: 02/06/2008 Issue Date: 04/10/2008 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. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: 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. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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 doc: Cond -10/06 D08 -075 Printed: 04 -10 -2008 16: ** *FIRE DEPARTMENT CONDITIONS * ** • • 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 presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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. (WC 906.3) (NFPA 10, 3 -2.1) 19: 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 K rated portable extinguisher. (IFC 904.11.5) 20: 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 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the 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) 24: 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) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 25: 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. 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 27: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) doc: Cond -10/06 D08 -075 Printed: 04 -10 -2008 • 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 28: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: 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) 33: 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) 34: 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 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: 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) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 40: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond-10/06 D08 -075 Printed: 04 -10 -2008 S 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: doc: Cond -10/06 �/Ue ( Date: D08 -075 Printed: 04 -10 -2008 Site Address: dift ClC .St(,tthhC it Mtl(l,Lt l F [' Tenant Name: SCK n (`, /� - Property Owners Name: \Aj s4 t -td.1a ra;Iu - n Mailing Address: 1 1690 Wi l.Sa1; hh, .) J J 41 11,f�fsst'� Name: E -Mail Address: GENERAL CONTRACTOR INFORMATION — (Contractor Information for. Mechanical (fig 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: YYI(t0.1�1(t SO) (UiC.(XdVIL. Contractor Registration Number: ANiCAZT t 05 41 1 E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us 831 SAMt -S S'r . 2r>`i y SyrcGUSC City 3 K1 _ s!l� f1G. `t /1 Fax Number: Col; Inca. 83i JAMt:S ST. 2nd Fcov 1� t ii cjt as DT/V1 A rchlircl Company Name: Schnettid Yl (j (Cl PO rS Mailing Address: 3035 &0tt h `7 rti Stred- Contact Person: * Car .' f jOr y SChI1 LtC E -Mail Address: j r l.i 5 S c I 10, sch nat.l . Corn Q:\Applications\Forms - Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh Sys - 4figtle.s ctt Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No Project No. 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 ** City Day Telephone: Fax Number: Expiration Date: Company Name: Address: Lu 031 W I-2-0 3 iu{C. AD Contact Person: An '?r /,ml' f o r Rums , 1 i tc1 I t (Amy @ (i+yrieurchtircf. can ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record :.fir1 rv City,/ Day Telephone: Fax Number: Dna ha City Day Telephone: Fax Number: roe (For office use only) King Co Assessor's Tax No.: 01700 -- 0010 cig l 81 Suite Number: Fcif poor: 2 eF 3 New Tenant: 2 Yes ❑ .. No CAA N State e Zip CONTACT PERSON - who do we contact when your permit is ready to be issued ,4 te Iri • CAYIkitLf Michelle Dajas Day Telephone: .3J��'�. — 006) Mailing Address: Ny P22-03 St Zip 33 13 20 3 Zip 0-36 13CO X i i l 35/ a33 . j3Jl (o(nq ARCHITECT OF RECORD -All plans must be wet stamped by Architect of Recor .:. Tx '7(0017 State Zip g Irl)L$ 3 . 114,r Ri 1 -1-g 7 ). (7 Ni Cv8194 State Zip 53nn/ .58 I ()G d9 4091 311 • '7/443' Page l of 6 0911,9 Ailag Existing Interior Remodel Addition to Existing Structure ,, INOLI New ©u k Type of Construct per IBC Type of Occupancy per IBC lg Floor 2nd Floor Ttx> on H er' 2 0 3 0 S 3` Floor Floors thru ` Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck [BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): S i g 000 . 1 Scope of Work (please provide detailed information): I n+er for �' t u tj .0 cl ou F of �5 k 1 J O l Fod c url- restzu.l.ra 1I (t1- food Cnl IA of we 4- L-thank" Mo tf Will there be new rack storage? R Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: A[k Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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 PR TECTION /HAZARDOUS MATERIALS: [ Sprinklers [ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ef No If `yes , attach list of materials and storage locations on a separate 8 -1/2" x 11 " 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:Upplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ /1A ❑.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 Please refer to Public Works Bulletin #1 for fees and estimate sheet. PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Water District athr T - fh►,u1h cI 5 t Mal( ❑ ...Tukwila ❑...Water Distric #125 ❑ .. Highline ❑ ...Water Availability Provided Sewer District Cj� � V 1C t -(hr ❑ ...Tukwila ❑...Valt/ ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporar Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ • ❑• ❑ • ❑ - If Q:'Applications\Fonns- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line WO # WO # WO # Private Private ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. 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. Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑...Traffic Impact Analysis ❑ ... Hold Harmless - (SAO) ❑ ...Hold Harmless - (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewa Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty. Unit Type: Qty Unit Type: Qty Boiler /Compressor: . Qty Fumace <100K BTU I Air Handling Unit >10,000 CFM ,_ Fire Damper - 0 -3 HP /100,000 BTU ' Fumace>100K BTU "- Evaporator Cooler I Diffuser q 3 -15 HP /500,000 BTU — Floor Furnace r Ventilation Fan Connected to Single Duct Thermostat ` ` 15 -30 HP /1,000,000 BTU ' Suspended/Wall/Floor Mounted Heater _-- Ventilation System ^ L Wood/Gas Stove , 30 -50 HP /1,750,000 BTU Appliance Vent I Hood and Duct Z Emergency Generator 50+ HP /1,750,000 BTU ' Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic -- Other Mechanical Equipment Air Handling Unit <10,000 CFM i Incinerator - Comm/Ind _ - MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: 760 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price Scope of Work (please provide detailed informatio ee-AA- ,4AA Loo\ In/ Fuel Type: Electric Use: Residential: New .... ❑ Replacement .... El Commercial: New .... Replacement .... ❑ Gas ... Indicate type of mechanical work being installed and the quantity below: Q: \Applications\ Forms - Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bb Other: 1 /0 / 000 or 0OC Co I/ l' e /L 6t rz f Pagc 4 of 6 . Fixtuie.Type:',• :4;;;(4.,..-: : _Qty. ; Eixture.Type: -...-. ' :.. . Drinking fountain or water cooler (per head) :.Qty'. -- F ture.Type :.: : Wash fountain -Qty. �— . Fixture•Type:. , - . Gas piping outlets : Qty.: Bathtub or combination bath/shower _ Bidet Food -waste grinder, commercial ✓ Receptor, indirect waste Clothes washer, domestic __— Floor drain I Sinks S Dental unit, cuspidor .-- Shower, single head trap .-- Urinals Dishwasher, domestic, with independent drain Lavatory r , Water Closet ,.-- Building sewer or trailer park sewer _ Rain water system — per drain (inside building) _.0 Water heater and/or vent 1 Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas L PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: TAD Mailing Address: City Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price g..0 J 0 00 Valuation of Gas Piping work (contractor's bid price): $ C j OO() Scope of Work (please provide detailed information'' Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wpplications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Day Telephone: Fax Number: � �1vv�n� \n W 0 v-`c_ r OC Co I/Y f r/r Building Use (per Int'1 Building Code): ` \0. \ 4 - d C,Oort St�4S� � f' -cS T t re Occupancy (per Int'l Building Code): M Utility Purveyor: Water: C.1 Y 6 /` � T V �' 1 V ^ 'rAFF /Sewer: L t y of- I _Se „Jet - Page 5 of 6 [Date Application Accepted: Date Application Expires: O�l J Staff Initials: I PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 105.3.2 International Building Code (current edition). Plumbing 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 OR AUTHORIZED AGENT: q �� Q ^ �� Signature: ' PIA in t(A Ague /146. S&4 () Date: J Print Name: /Vllth��,l t QS 1 An Gte Inc. Day Telephone: 3J5/233 /30D Mailing Address: 48 I ITaiw C (q. a and Pio 6,60 1^.(J/�f /� /3203 U City to Zip Q: Apphcanons\Ponns- Applications On Lane' -2006 - Permit Apphcation.doc Revised: 9 -2006 bh Page 6 of 6 Payee: ANCOR INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9497 1,922.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 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 000/322.100 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -075 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/06/2008 Applicant: SBARRO Issue Date: Receipt No.: R08 - 01119 Payment Amount: $1,922.50 Initials: WER Payment Date: 04/10/2008 09:36 AM User ID: 1655 Balance: $0.00 Account Code Current Pmts 1,918.00 4.50 Total: $1,922.50 irS )4/1) ';711 YO-k ::;22 .. doe: Receipt -06 Printed: 04 -10 -2008 Receipt No.: R08 - 00340 Initials: User ID: Payee: ANCOR, INC. dor. RPCaint -08 JEM 1165 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES a 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 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -075 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/06/2008 Applicant: SBARRO Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 8116 1,246.70 Account Code Current Pmts 000/345.830 1,246.70 Total: $1,246.70 Payment Amount: $1,246.70 Payment Date: 02/06/2008 03:14 PM Balance: $1,922.50 8153 02/06 9710 TOTAL 1246.70 PrintAd. 02-08 -2008 Project: Sk Type of Inspection: // ran• Address: 2660 Pc 5/ Date Called: Special Instructions: Date Wanted: 746/0 , a.m. p.m. Requester: Phone No: 1 12D2 -477 INSPECTION RECORD Retain a copy with permit INSPECTION NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Pe ✓',rtl i /- cam /eJv1, iC, it ot. f Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 7/2.L/4 $58.O0f EINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid 'ft 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: ��ri �,Q�. .• .. .. '� t 'Y 'l'�' � �.• • ' 6 0 ' • CGS i t. Pro8t 4,12eV Tyg` of Inspection: /109i Address: m4/ ` Date Called: Special Instructions: Date Wanted: _ /-> - a.r�, �ir►1 Requester: Phone No: 3/ -3g0 -4 ( 13 INSPECTION RECORD Retain a copy with permit &)g.a7.5" PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rA • ,ok 5I,t : / J ri- I ns pecto �l���� Date: I g- ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: 584 R e' Type of Inspection: ■,1.5a v / 0 (T. tht/C c Address: 6 /714 // Date Called: Special Instructions: I Date Wanted: Requester: Phone No: 3/ :..3_ 4/x,6 • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 INSPECTION NO. ® Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. COMMENTS: ' Date: • ❑ 60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: IDate: Probe Type of pectin J Address: 123,91// d Date Called: Special Instructions: Date Wanted.:_._ aim, Requester: Phone No' /- vii.... . / l( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: "t- / �o+e 42aLe atielfaS5 ,A0D FCL/ Inspector: l Dat / 4 — ❑ $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: odleassca.vha..*:-4 ,' Project: ? 4D Type . of .17 on: Address: C.?� ts�� .77,9// Date Called: Special Instructions: Date Wanted: / a. , it Requester: Phone No: y -5' `v INSPECTION NO INSPECTION RECORD ' Retain a copy with permit e?5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: j,�y,,, k- t-f 60 I 41: (Date: / /i6%' El $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid -t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: P gAPi V Type of � A�� Ad - f ®O #.4,7g/r Date Called: Special Instructions: Date Wanted: O6 p.m. Requester: Phone No: p .3/5 - 25 " / . G O j 1 /l/ INSPECTION RECORD I1, Retain a copy with permit va - Q INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pte\ vfi- E bU a ts. R >k �F4r A- i Inspector: �- i Date: 6) $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: Project: Type of Inspection: ).ar OQ A ' ( Date Called: Special Instructions: Date Wanted: -5-2..1-op p.m. Requester: Phone No: 1 .--2 I e- L ( c t L l '. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D OP,-cis PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P.-. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: "! sJ f Y .T 9 4:144- Inspector: z Date: 6 / ❑ $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: ��. __ -_- _ _- ■�'488A •d•. _ _ isa i`t�w["�i�R'S�$Li"Sl. Project �� cry Type of Ins ection: Address: c g-60C) mqi/ Date Called: Special Instructions: Date I0 r �, Re Phone No: _-7 / 5 — 251 /49 2)8 - C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tz. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. El Corrections required prior to approval. Inspector: COMMENTS: n/j of EnC ./L ok. Date: 5^= $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: Aid ,1 Cez•5 — W, te p faoPI� yh d ia. ( /,2. ' 0d) 1? ),�' f)° a., /'e S q j' de +i me (141 Date Called: Special Instructions: Date Wanted: 5"--1-0 -a P.m. ANoft CHI! 1vsp€ f:vi lii Of 51 ;n1v c,' #y L1 S f U(f sn C.&oc safe 1 31-Vissi fir Vdt Liss.6Fro0 Project: MA /I17 Type of Inspection: IVO Address: acOO /Fc- / (141 Date Called: Special Instructions: Date Wanted: 5"--1-0 -a P.m. Requester: Phone No: 3I5 as/ 4 tf '1Y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 po$-o 7sr 4 PERMIT NO. (206) 1 -3670 Ej Approved per applicable codes. Corrections required prior to approval. Inspector: 1--Ata / 11 $58.NSPECTION FEE REQUIRED. Prior o inspection. fee must be paid 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: tLi'L _ .. w..e. _ �•tia�w Project: 5borro Type of Inspection: /1,0 Address: 2600 5a rc...i,r 61 Date Called: Special Instructions: Date Wanted: $� 7 a a.m. p.m Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 64 ple,.'f.'"-, 1,6115 O/c Inspector: _ Date: Ei $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: \t, Project: S 6 A lee Type of Inspection: ^ Address: )) Al J Date Called: Special Instructions: Date Wa 7 U�,. a.m' p.m. Requester: Phone No: y 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. DOS- O7'S PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: � 9 6 Aim,/ ,c77/9vvI/4/6 - Aie _e Ins Date:- 7 v 06 14 0 REINSPECTION FEjf REQUIRb. Prior to inspection. fee must be pay at 6300 Southcenter'BBlvd., Suit 100. Call the schedule reinspection. Receipt No.: Date: �3 Project: SN IYO Type of Inspection: Ira. - •: M." Address: 26'o4 SA,fkc.Hft. r94(f Date Called: Special Instructions: Date Wanted: 5 a.m. p.m. Requester: Phone No: 3/5 4 1'1 '/b INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t7 o - PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 0 ?;a Qk. ©#t W t rbie r(0 044 Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: S 6 3 CZQC) Type of Inspection: 3 W Address: -(,o O vVI n l ( Date Called: -- Special Instructions: Date Li QQ d ' — U 0t O Ca.m' p.m. Requester: Phone N o t t _25 1 t.._6 tie INSPECTION RECORD Retain a copy with permit TACT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. El Approved per applicable codes. D Corrections required prior to approval. COMMENTS: I- 1 /'1 (� ( -i ;4 03,att. I s pe g r + Date:, T 8 1 . Z 0 1 58 00 REINSPECTION E REQUIRED Prior o inspection, fee must be 'd at 6300 Southcenter lvd.. Suite 1 0. Call the schedule reinspection. f No.: Date: h Project: S 6 A2 RC5 Type of Inspection: Pre C r'• Address: Date Called: Special Instructions: Date Wanted: m 1-1 — Z �- c , a.m' p.m. Requester: Phone No: 3 is - 25 1 - I-0 ycif3 INSPECTION NO. Approved per applicable codes. _ INSPECTION RECORD Retain a copy with permit Ooe, - a75 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 [ Corrections required prior to approval. COMMENTS: 1 R J DUP Toby) t ivy jll 8- d T CM.J / C{ ov2ioJ'?GUA( S /24# k I by 4641/A7 frvn2 l rto ( /v pectc Date REINSPECTION FEE REQUIRED Prior o inspection, fee must be t 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt 11o.: 'Date: 7 Project: _) - - Type of Inspection: - - - F / I'l f Address: .. c, o o S c Suite #: C —4 M4 I { Contact Person: E l 13 c A-t, Special Instructions: Pre- Fire: Phone No.: Needs Shift Inspection: Y Sprinklers: Fire Alarm: A Hood & Duct: Monitor: ,, ,vti y ,, Pre- Fire: Permits: Occupancy Type: S= ?# � +Nir�- �3;..E.-- "'���:�r'�°#i?rc ads- `�... -. - ... .: _.�4E%!��'ti'M?�•Yr'. 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 = 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Og- 0 PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: i �� � v1 ( O k /4e Inspector: Si / Date: 7_ Hrs.: E $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 ° T.F.D. Form F.P. 113 Project: 5 O Type of Inspection: +© Utica-- Fire Alarm: Address: 2 bvv g y • Suite #: Contact Person: C 1 Special Instructions: Phone No.: 253- ?d '1 - ?ii f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: 1 Occupancy Type: COMMENTS: ftonp 4 Purl- - Ti2 Le i s - r OIL _ Cog. f - ir4 04(k- b37) - to — OIL ' f4 1 PliAi. — (At (r)$- F -- (v? } Spa aiVdL g Al-- - OIL OIL TO S i' oC I&.. -- INSPECTION NUMBER n Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit • 1/13/06 CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Vta. 98188 206- 575 -4407 n Corrections required prior to approval. Inspector: /Ca -1rn j I Date: 7 / i + /be .' 1 Hrs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Fan E in ment Schedule • •• ! �,, CF t) • • ,r L YUU iI P /BH t Flow Control Location of Service Equip. ID Brand Name' Model No.' OfSTu AHO- 1 /COND- 1 Carrier 40RM007 / 38ARZ008 l.L_ �. •,,, �_ -,� � h r y �ory 40 CV CI1Y / Roof Roof / )VEL) OF TUK -� Applicant Phone: IAR 2 4 ZOOS PERMIT UEN1 ER Project Info Project Address Sbarro - Seattle, WA Date 3/14/2008 2600 Southcenter Pkwy, Suite FC4 For Building Dept. Use Seattle, WA 98188 Applicant Name: Applicant Address: Applicant Phone: Mechanical Summary MECH' -SUM 2008 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Includes Plans Equipment Schedules 2006 Washington State Nonresidential Energy Code Compliance Form applicable. 5 Flow control types: variable air volume(VAV), constant volume G t ble (VS). � , /� r —fie K i Ip` h.n / � / '�I1q Revised July 2007 FILE COPY Include documentation requiring compliance with commissioning requiremen a°f$' • �stem r $sera`s S A ( a� �; fit^" l J f,:lt ors and onlissic nS. Compliance Option Simple System 0 Complex a t f 1� rr�R+ra ^n� (See Decision Flowchart (over) for qvaljfiations, Use se`Parate MECH -SUM forstmple &rtOt L f' 'rW'1cC. (aces t The following information is required to`be incor(Sbratedtwith tie mechaniral.equiRmen� sct�edl{t2s' orrt -.1r rd. plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID AM- 1/COND - 1 Brand Name' Carrier Model No 40RM007 / 38ARZ008 Capacity Btu /h 88800 Total CFM 2400 OSA CFM or Econo? Econo or EER t , IPLV 1QA` Location Roof / Space Heating Equipment Schedule Equip. ID AHD - 1/COND - 1 Brand Name' Carrier Model No.' 40RM007 / 38ARZ008 Capacity Btu /h Total CFM 0 ROVED RD - OSA cfm or Econo? Econo rAe►e CE Input Btuh 51195 Output Btuh 51195 Efficiency` 0.980 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF Combustion Efficiency, or AFUE, as c1 �RRECTION ol-rc System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: a Constant vol? a Air cooled? Packaged sys? Q <20,000 Btuh? ., Split system? i Economizer included? If Heating Only: <5000 cfm? Li <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ( START Heating Only No <70% OSA 2006 Washington State Nonresidential Energy Code Compliance Form Yes — Yes* Reference Section 1421 otal Ca.. wo economize <240,000 Btuh or 10 %? Heating/Cooling or Cooling Only V Simple System Allowed 1 (section 1420) Reference Section 1423 V Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. II - 1 • 1 - . ' - 11 � � - 1 1 - 1'llrii11r7i1►, Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address Sbarro - Seattle, WA Date 3/14/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements Washington State Nonresidential Energy Code. in the Applicability (yes, no, n.a.) Code Section Component Require( Information Re q Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M - 2 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M - 2 . a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yea 1412.1 Temperature zones Indicate locations on plans M - 1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M - 3 .. a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage M . a . 1412.4.2 Optimum Start Indicate optimum start controls . a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule . a. 1412.6 Combustion htg. Indicate modulating or staged control yea 1412.7 Balancing Indicate balancing features on plans M - 1 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas .. a . 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule M - 2 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M -2 . a . 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb . . a . 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling M - 2 a . 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M - 3 . a. 1414.2 Duct insulation Indicate R -value of insulation on duct .a. 1415.1 Piping insulation Indicate R -value of insulation on piping Completion Requirements 1416 yes 1416.2.1 Commissioning Provide commissioning plan M - 3 yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M - 3 yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training M - 3 yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report M - 3 yes 1434 Separate air sys. Indicate separate systems on plans M - 1 yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 1440 SERVICE WATER HEATING AND HEATED POOLS (Sections -1454) 1440 Service water htg. . a. 1441 Elec. water heater Indicate R -10 insulation under tank a . 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping P - 2 . a . 1452 Heat Pump COP Indicate minimum COP of 4.0 . a. 1452 Heater Efficiency Indicate pool heater efficiency . a. 1453 Pool heater controls Indicate switch and 65 degree control . a. 1454 Pool covers Indicate vapor retardant cover . a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form Project Info Project Address Sbarro - Seattle, WA Date 3/14/2008 2600 Southcenter Pkwy, Suite FC4 For Building Department Use FILE copy r +� i•. 1 5: Seattle, WA 98188 Applicant Name: Applicant Address: � Applicant Phone: rr — ..T 1 '4Mc Project Description S • New Building Addition • Alteration '. Plans Indu e r — . Indicate controls (Sections 1513) inclu&ing Eornniiss re plens..._,,_, 7 Compliance Option 0 Prescriptive • Lighting Power Allowance,; ( ' -'''4 SystemsAnalysis "' -' (See Qualification Checklist (over). Indicate Pres cnpjive. & spaces Gerr on plans.) • . Alteration Exceptions (check appropriate box - sec. 1132.3) ® COM ,- •.... _ r (ji ...•- 3..:0... i.,; c.. • No changes are being made to the lighting 6 • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture d Watts ' ..osed 100, 101 LT -2 - Adj. Downlight, (2) 50 -W Incandescent 9 FOOD PREP • 100, 101 LT -2A - Adj. Downlight, (1) 50 -W Incandescent 1 ® COM 100, 101 LT -4 - 2'x4' Troffer, (2) F32T8, Electronic Ballast 6 � ® P� + � 100, 101 LT -5 - Cove Lighting, (1) F13T5 or (1) F8T5, Elec Balla 22 100, 101 LT -8A - (1)100 -W Inc. 1 -. APR [ 100, 101 LT -8B - (2) F60T12HO 1 , "" 100, 101 LT -9 - (1) 100 -W Incandescent 3 100, 101 LT -12 Neon Light W 30 -W /LF 57 : / ~7-f-5 200, 101 LT -5 - Dndershelf Lighting, (1) F13T5 or (1) F8T5, Elec 24 100, 101 LT -5A - Curved Strip, (1) F9TT, Electronic Ballast 19 Location (floor /room no.) Occupancy Description Allowed Watts per ftz .. Area in ft2 Allowed x Area 100, 101 FOOD PREP / KITCHEN (Exempt per Section 1512.1 4) 900.0 2006 Washington State Nonresidential Ener. Code Come lance Form r Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Revised July 2007 Total Allowed Watt Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and • other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. RECEIVED CORRECTION CITY OF Tl IKWILA LTR# 1 t1' 2 41008 PERMIT CENTER VOS ..�Z r.e1iAwrAP■A Use' LPA (W /sf) Use' LPA (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) " 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses storage areas 0.5 Hotel banquet/conference /exhibition hall'•' 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers °Other Qualification Checklist Note: If occupancy type is "Other and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic belles. 3. LED lights. 2006 Washington State Nonresidential Energ Code Com•liance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Form TABLE 15 -1 Unit Liahtina Power Allowance (LPA Revised July 2007 s Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three- quarter - height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Sbarro - Seattle, WA Date 3/14/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Requires Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E -2 yea 1513.2 Area controls Maximum limit per switch E -2 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n. a. vertical glazing Indicate vertical glazing on plans n. a. overhead glazing Indicate overhead glazing on plans n . a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location n . a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E -2 n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) I 1514 Max. watts 'Indicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture n. a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency I MECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) n.a. I 1540 'Transformers 'Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: - z 0 F V .z taa C 4 4 FILE COPY PAINTABLE FIRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8' DEFLECTION GAP 6' SLOTTED TRACK (SLP -TRK OR E0) 5/r GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8' GYPSUM BOARD TYPE (BOTH SIDES) UL NQ U465 1NE IW.OWNG FASIDIWC REQUIREMENTS ARE TAKEN FROM LCD SPEOE1CA110N FOR DIE INDICATED ASEEYBLY. REFER TO LIES DOONDITATIDI FOR COMPLETE ASSEMBLY REQUIREMENTS MD ALLOWABLE OPTICOIS: GYPSUM BOARD: 5/8' OD01. 1 FT WOE. ATTAOIEO TO STEEL STUDS AND RQOR AID CELWG TRAO( MIN I IN. LONG TYPE S STEEL SCREWS SPACED 8 IN OC ALCM EDGES Cr BOARD MID 12 N. OC a 1NE FIELD OF THE BOARD. ,ONUS mom VERTICALLY AND STAGGERED ON CPP091E SIDES OF THE ASSEMBLY. TILE WAINSCOT. THIN -SET (WHERE OCCURS) 6' STEEL STUDS 0 16' O.C. WALL FINISH PER SCHEDULE 6' CONTINUOUS UNPUNCHED STEEL TRACK / FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB. SEE STRUCTURAL DRAWINGS d PAINTABLE FIRESTOP SEALANT (BOTH SIDES) RAMSET AS REQUIRED WHERE WALL ABUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPUED AND INSTALLED BY TENANT 1 HOUR PARTMON AT FINISHED CORRIDOR VS- V2o -w.o11a SCALE CAE COMPLIANCE FOR IIPLIANCE APPROVED APR - 2 2008 City Tiakwila I ' : . N NOTE: FIRE RATING OF WALL ASSEMBLY IS NOT REQUIRED TO EXTEND ABOVE TENANT CEILING. GYPSUM BOARD TO BE HELD MIN. 6" CLEAR BELOW UNDERSIDE OF DECK ABOVE TO ACCOMMODATE TENANT HVAC RETURN AIR SYSTEM. UNDERSIDE OF DECK ABOVE 6" SLOTTED TRACK (SLP-TRK OR EQ) FINISH PER SCHEDULE CEILING BY TENANT (WHERE OCCURS) 6" STEEL STUDS @ 16" O.C. 5/8" GYPSUM BOARD TYPE "X" (BOTH SIDES) U.L. NO. U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. RAMSET AS REQUIRED 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH CONCRETE SLAB, SEE STRUCTURAL DRAWINGS NOTE: ALL GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT 1 HR TENANT DEMISING PARTITION (TYPICAL) PAINTABLE FIRESTOP SEALANT (BOTH SIDES) \09-FINISHES \92-09-1HRDNISE.OWG • form` Product Descriptor r' Colors Available in a variety of standard colors Custom colors available (development charge applies) Textures / Finishes (Available on Surfaces and Edge Renewable matte Gloss Panel Sizes and Tolerances RECEivLu CITY OF TUKWIW MAR 2 4 2008 PERMIT CENTER — 11 2220 S 2200 W SIATR 3 FILE C®Pyt Lake Cily UT 84119 form er m 1 600.720 01213 Material Specification 1 S hee t : ,3:fot m:... 'C 3form Chroma offers unique aesthetics and performance for horizontal and lighting applications. The product clarity offers designers the ability to create beautiful edge -lit pieces. Available in thick -gauge formats, 3form Chroma is often coated with 3form's low -VOC coloring technology to take color to new "sights ". 3form Chroma is produced from cast Polymethyl methacrylate (PMMA) resin that offers excellent optical clarity. The material is readily available in thick -gauge (1" and 2 ") formats that results in rigid panels suitable for many horizontal applications. Good for exteriors, the moderate flammability of the material limits its interior use to lighting - specific and horizontal surface applications. Features / Benefits Outstanding UV performance for long -term beautiful aesthetics Amazing optical clarity quality and light transmission — great for edge lighting Excellent rigidity for providing sturdiness in horizontal applicatio s Surface is able to be completely refinished to maintain product ' Panels are offered in 4'x8' dimensions and with 1" and 2" thicknesses. Custom sizes and gauges are also available (lead time may apply). All dimensions and squareness (standard or custom) are subject to a +/- 0.125" tolerance. Gauge tolerances are an inherent part of working with resin. Given the unique casting process for 3form Chroma a given gauge is subject to a +/- 10% thickness tolerance. If your application requires a tighter gauge tolerance, please notify your 3form Representative. CORRECTION LT R# txTh 10lc ":`'Test` ? . 3form, Chroma: ; .....: . ASTM D 2843 Smoke Density 100/0 PASS Less than 75 ASTM D 635 Flame Spread Rate of burning: 1.0 in /min PASS CC2 ASTM D 1929 Self- ignition Temperature 910° F PASS Greater than 850 °F :.Thickness1,(inclies) aWeight Flu c' �(Ib )/ftZ)5 0.5 3.1 1.0 6.2 2.0 12.4 SPECIFICATIONS Flammability & Smoke Test Results — Building Code Approvals 3form Chroma conforms to the 2003 International Building Code for light- transmitting plastics. The provisions of these codes provide adequate regulation for most applications of light- transmitting plastics (data based on 0.125" thickness): Panel Weight at Various Gauges Expansion /Contraction Allowances Like all resin products, 3form Chroma will expand and contract nominally with fluctuations in temperature. The following formula provides allowances that should be made in framed or fitted applications: Longest length of panel (inches) x temperature change of the sheet ( °F) x 0.00004 = Amount of Linear Expansion /Contraction (inches) Example: A 48 "x96" panel that experiences a 50° F temperature change will expand /contract: 96 inches x 50 degrees x 0.00004 = 0.192 inches For additional calculations, please see the 3form expansion /contraction calculator: http: / /www.3- form. com /calc /expansioncalculator.xls Installers should take extra precautions if installation is occurring before the HVAC systems are operational. Allowances should also be made in the following situations: • Fastening points • Holes for standoffs and other hardware • Meeting points for multiple sheets of 3form Chroma Ultraviolet Exposure Performance 3form Chroma is inherently resistant to damage from UV. The performance of 3form Chroma is well- understood through comparative field and laboratory testing. The following table demonstrates that the "b star" shift, a measure of yellowness, of 3form Chroma after a 20 -year equivalent exterior exposure is virtually zero. For applications where UV exposure is a concern, it is a good design practice to specify the color- coated 3form Chroma surface to be on the second surface (away from the sun or UV source) in application. 6.0 5.0 4.0 5 3.0 1.0 0,0 0 Color Stability of 3form Chroma (Xenon Arc Accelerated Exposure Testing) 2000 4000 6000 Exposure (kJ) 12,000 kJ - 20 years exterior solar exposure 8000 10000 12000 Deflection 3form Chroma will exhibit different amounts of deflection given a variety of factors: fastening techniques, loads, gauges and panel dimensions to list a few. Your 3form Representative can assist you with general deflection guidelines for your application. If your application has specific engineering requirements, please contact 3form's Architectural Department for additional direction. Heat Forming 3form Chroma can be heated and formed to produce simple or even complex curves and shapes. The minimum inner radius for a heat formed shape should not be less than 3 times the sheet thickness. The optimal forming temperature ranges from 300 ° - 330 F. ,Th ck iiew(irtcl 0k zMinimum'Bend, Rad uS (i';ches). 0.500 200 1.000 400 2.000 800 Cold Bending Though 3form Chroma is commonly used in flat or heat curved applications, the polymeric nature of the material allows a minimal amount of cold bending for a given panel. The table below shows the minimum suggested radius for 3form Chroma at a given gauge: Edge Finishing Edges of 3form Chroma panels are able to be machined or routed into a variety of different forms. In addition to a straight edge, edges may accept beveling, rounding, etc. Additional finishing, such as sanding or polishing, can also be provided to some edges. Refinishing One of the unique benefits of 3form Chroma is its ability to be refinished. If 3form Chroma needs to be refinished for any reason, the panels may be renewed by sanding. Begin by dry sanding with a course grit paper (100 or 150 grit) to remove blemishes /scratches. Continue sanding with gradually finer grit papers until the surface is smooth and level and the blemish /scratches are removed. Complete the refinishing process by sanding with a 220 grit paper to attain a matte finish. Even finer grit papers may be used to attain a satin or semi - polished appearance. With papers greater than 400 grit, wet sanding (with water) should be employed. Be sure to keep sanders in motion at all times when refinishing surfaces or edges. Only use light pressure with power sanders in order to maintain evenness and avoid overheating of the sheet surface. Selected Properties for 3form Chroma .1S'I'N1 'typical Values Mechanical us ( ;tistonlary Units AIciric Units Specific Gravity D792 1.19 tensile Stiength 0638 10.800 psi 759 kg, /cm Elongation at Rupture D638 4.0% Modulus of Elasticity D638 4()0.1x10 psi 1 8.1 x l 0' kg'can Flexural Strength (rupture) 1)790 16.00() psi 1 123 kg/cnl Compressive Strength (yield) 1)695 17.500 psi 1230 kg.fcin Compressive 1)efl nnatiou 0621 0.85% 4000 psi (281 kg/cm 122 °F (50 °C). 24 hours Shear Ultimate Strength 1)732 10.000 psi 703 kg/cm' Impact Strength (Charily Method) 1)256 Notched 2.1 lbl *in /in 0.4 kgl *cnl./cin (?n- notched 107 Ih1' in lin 20 1 <g(*cn1%cm Izod Notched impact Strength 1)256 - : 11 -I1iin ,.I?.3 Jim Rock Hardness 1)785 M -103 Harcol Hardness 02553 49 Residual Shrinkage (internal strain) 1)702 2°N% Residual Monomer Per ASME PVHO -1 method. Paragraph 2.2.5 (a) Methyl Methacrylate 1.6% (b) Ethyl Acrylate s: 1 .6% Optical Clarity, Visually Rated (Clear Acrylic) 1)702 Must be readable Refractive Index 0542 1.49 Light transmission (total) 1.)t 003 92% 1.'V Light "Transmission (290-330 am ) 1)3118 (5% .Haze 1)1003 < 1% ThiH mQ ringTm$Jaure 300-315'F 14 -157'C Deflection T Temperature 1)648 2101 ': (Under a Load of 264 psi [18 .6k cm1 Vicat Softening Point 1)1525 239'1 ii5 Max Rectum oid Service T eq, 150} E 66 ~C Coefficient of Thermal Expansion D696 or 1 ( RAi q °C I Ojm,i and C) - 40 2 9 -40 5.22 - 20 3.0 -29 5.40 0 3.2 - |S 5.76 +20 3.4 -7 6.12 +40 3.7 +4 6.66 +60 4.0 +16 7.20 +80 4.3 7 274 + 100 4,7 -38 846 t12() 5.! +49 ¢ |X 1140 3.4 ©6 ±72 ( %±Gc !o[ Thermal Conductivity (k- ct or) Ce co -A %h 1.3 BT AQfl(cFin) 0.19 w!� m *1 Flammability (S inch {%m / thick) 1()35 1.0 in in 29 mimin SdR!@itionTemperatue D1929 9101E 490c C.' Specific Heat 771-' [2 5`C] 428 caHI E 0.35 Cg 'C Smoke Density Rating D2843 10% Chemical Resistance of 3form Chroma to Select Compounds The following table provides indicative performance of the chemical resistance characteristics of clear 3form Chroma panels. The following codes are used to describe the chemical resistance characteristics: R = Resistant Indication that 3form Chroma is able to withstand the identified compound for long exposure periods up to 120 ° F. LR = Limited Resistance 3form Chroma is only able to resist affect when in contact with this compound for short periods at room temperature. It is advised that further determination of the affect of the substance in your particular application be further tested. N = Not Resistant 3form Chroma is not resistant to the compound. The material will swell, craze, haze, dissolve or experience some physical change when exposed to this substance. Polymer materials are affected by chemicals in different ways. Factors that initiate a change in performance or appearance when exposed to chemicals can be attributed to fabrication methods, exposure conditions, concentration of chemical substances or exposure duration of certain substances. Such factors can even influence the final affect on substances that 3form Chroma is considered "Resistant" to by this method. Further details are explained below: Fabrication: Stresses generated from sanding, grinding, drilling, polishing, machining, sawing and /or forming (hot or cold). Exposure: Exposure duration, stresses imparted during the application life -cycle due to loads, temperature changes, heat, environments, etc. Application of chemicals: Application from contact, rubbing, wiping, spraying, soaking, etc. Also having an affect is the relative concentration of the chemical in question. Chem Ica] (.'ode Chemical Code Acetic Acid (5 %) R Ail moniuni Hydroxide (Cone.) R. Acetic Acid (Glacial) N Aniline N Acetic Anhydride LR Battery Acid R Acetone N 13en "zaldehyde N Acrylic faints & Lacquers LIZ Benzene N Ammonia (aqueous solution) R 13it t11Tti31ouS Emulsion N Ammonium di bride (Saturated) R Bromine N Anniioninni Hydroxide (10 %)14 It l3utanol LIZ Butyl Acetate N Glycol R Calcium Chloride (Saturated) R Heptane K Calcium Hypochlorite K Hexane K Carbon Tetrachloride N Hot Bitumen Lit Cement K Hydrochloric Acid R Chlorine Water Lk Hydrofluoric Acid (40 %) N Chlorofonn N Hydrogen Peroxide (3 %) K Chromic Acid (40 %) N Hydrogen Peroxide (28%) N Citric Acid (10 %) It Isooctane K Cottonseed Oil (Edible) It Isopropyl Alcohol Lit Detergent Solution It Kerosene It Diesel Oil It Lacquer Thinn N Diethyl Ether N Lactic Acid (80 %) Llt Dimethyl Fonn N Methane K I)ioctyl Phthalate N Methyl Alcohol (50 %) tit Chemical Code Chemical Code Ethyl Acetate N Methyl Alcohol (100 %) N Ethyl Alcohol (50 %) ER Methyl Ethyl Ketone (ME.K) N Ethyl Alcohol (95%) N Methylene Chloride N Ethylene Dichloride N Mineral Oil R Ethylene Glycol R Mortar R 2 -l' thylhcxyl Sebacate it Motor Fuel (benzene- free) It Formaldehyde (40 %) It Motor Fuel (with benzene) N Formic Acid (2 %) It Muriatic Acid (20 %) It Formic Acid (40 %) Lit Nitric Acid (10%) It Gasoline (Regular. Leaded) 1_ It Nitric Acid (40 %) LIZ Glycerine It Nitric Acid (Cone.) N Glycerol It Oil faints (pure) It Olive Oil It Sodium Hydroxide (6(Y%) It Oxygen It Stearic Acid It Ozone K Sulfuric Acid (3 %) It Phenol Solution (5 %) N Sulfuric Acid (30%) It Phosphoric Acid (10 %) It Sulfuric Acid (Conc.) N Plaster of Paris K Thinners (general) N Soap Solution (Ivory) It To luene N Sodium Carbonate (2 %) It Trichloroethylenc N Sodium Carbonate (20 %) It Turpentine Lit Sodium Chloride (10 %) It Urine It Sodium Hydroxide (1%) It Water (Distilled) K Sodium Hydroxide (10 %) It Xylene N Cleaning Instructions 3form Chroma, like all thermoplastic materials should be cleaned periodically. A regular cleaning program will help to maintain the aesthetics and life of the material. Rinse or wipe the sheet with lukewarm water. Remove dust and dirt from 3form Chroma with a damp, soft cloth or sponge and a solution of mild soap and /or liquid detergent in water. Rinse or wipe the 3form Chroma again thoroughly with lukewarm water. For more stubborn stains, dirty spots or grease, surface cleaners like Fantastik or Formula 409 also work well. After all cleaning steps, be sure to rinse thoroughly with lukewarm water. Always use a soft, damp cloth to blot dry. Rubbing with a dry cloth can scratch the material and create a static charge. Never use scrapers or squeegees on 3form Chroma. Also avoid scouring compounds, gasoline, benzene, acetone, carbon tetrachloride, certain deicing fluids, lacquer thinner or other strong solvents. Don't: Do: Use squeegees or scrapers as they may scratch the sheet Use scouring compounds or solvents such as: acetone, gasoline, benzene, carbon tetrachloride, or lacquer thinner to clean the sheet. Use abrasives or highline alkaline cleaners Use a dry cloth or a cloth of synthetic fiber such as rayon or polyester as they may scratch the sheet. Use warm water, mild detergent and a soft cloth or chamois Rinse surface thoroughly after cleaning with lukewarm water Blot dry with slightly damp, soft cloth or chamois Important: If a cleaning material is found to be incompatible in a short -term test, it will usually be found to be incompatible in the field. The converse, however, is not always true. Favorable performance is no guarantee that actual end -use conditions have been duplicated. Therefore, these results should be used as a guide only and it is recommended that the user test the products under actual end -use conditions. For additional information about 3form TM Chroma please contact 3form @ 801.649.2500 Publication Date: February 2006 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 RECO". CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER STRUCTURAL CALCULATIONS S AR O PI ZA CEILING FILE COPY for AT WESTFIELD SOUTHCENTER MALL 633 Southcenter Mall Tukwila, WA 98188 for AnCor, Inc. 831 James Street Syracuse, New York 13203 Prepared By: Mike Lundervold, P.E. VLMK Job Number: 208110 CORRECTION. LTR# March 12, 2008 K n 503.222.4453 503.248.9263 vlmk @vlmk.com www.vlmk.com Structural Engineering • Civil Engineering • Industrial Engineering • Planning • Studies / Evaluations • Entitlement Structural Calculations DC -2 Sbarro Pizza -- Ceilings at Westfield Southcenter Mall SBARRO PIZZA, T11, CEILINGS AT WESTFIELD SOUTHCENTER MALL 633 Southcenter Mall Tukwila, WA 98188 VLMK JOB NO. 208110 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC -1 thru DC -3 Structural Mark -Ups to Architectural Plans S -1 thru S -2 Structural Calculations C -1 thru C -7 Additional Info - FOR REFERENCE ONLY R -1 thru R -4 DESCRIPTION OF STRUCTURAL SYSTEM The Sbarro Pizza, T.I. project consists of providing seismic and gravity support of a round glass ceiling structure and other suspended elements. This T.I. is located at the Westfield Southcenter mall. Attachments should be to existing concrete slabs on metal deck (contractor to field verify). File: G:1Acad20 0812 0 81 1 01CALCS \Design Criteria.docx Page 2 of 3 Printed: March 12, 2008 Structural Calculations DC -3 Sbarro Pizza - Ceilings at Westfield Southcenter Mall DESIGN CRITERIA CODES: 2006 International Building Code DESIGN LOADS: Live Loads: Dead Loads: Seismic (Seismic Criteria per Original Structural Drawing Set - See sheet R -1) Seismic Importance Factor 1.25 Seismic Use Group I Mapped Spectral Response Accelerations S = 142.4 S = 48.8% Site Class E . Spectral Response Coefficients Sds Sdi Seismic Design Category D Component Anchorage Factors MATERIALS Structural Steel: Stainless Steel Plates, Shapes Bolts and Anchors: Stainless Steel Threaded Rods ap R I Typical Architectural Elements 1.0 2.5 1.0 ASTM A276 Metal Studs 18 and 20 Gauge ASTM F593 = 85.4% = 78.1% F = 30 ksi F =75ksi E = 28,000 ksi ASTM A653 SS Gr.33 F,, = 33 ksi F =30ksi F = 75 ksi N/A varies Fl le: G:\Acad2008\208110 \CALCS \Design Criteria.docx Page 3 of 3 Printed: March 07, 2008. REMOVABLE ACRYLIC LEASE BE SWEET ATTACKED TO BRAD. M. oS tc -33 CEILING - AXON VIEW FROM BELOW IESWGWEGLABE TO EA ANGLE T ROUND ES GP AT CELINE ATTACMAIVIT I•NI• STAMEN STEEL LS © SUSPENDED METAL/RESIN RING DETAIL g SCALE T Tm.I VS VERTICAL STAOEEAS STEEL T• RCP. ATJACNEE TO CEWNO CENTER OF PIZZA OVEN TOWER CENTER OFIUSPENOED METAL IMEN RING CENTER OF PSEA OVEN POWER CENTER OF SUSPENDED METAL I RESIN RING i 3 RLN.PoIIRTE%LTITE E., REGGITIS SCALE 1O•. CEHEREJ UB CURVED ES ANGLE WELDED TO BUPPOFT BRAETO TB FIN®IIEO WAIL TEE SURFACE g CURVED GLASS BOTTOM SUPPORT SCALE ITN• -T''. SECTION THROUGH PIZZA OVEN WALL AROUND PITTA OVEN CO CO BOTTOM SUPPORT - 3D AXON BUIE: ITS cDARMIOUI TOP RAE. FOR GLASS RETINAE. BEERT • PANT SIDLE WNOE TO REFLECT ova BUG ENDED CURVED WARS NDDD G. nuAa m. rr.. L.. A-+ w.11-..e••. rG .Irrrv.sA•.rVISA.A w 1•••.r- P.•wTIe RCP - RESIN RING #1 SCALE: EY.IV• r 5_, e• RCP - RESIN g RING #3 WAN, pa -Tw Ilrmaamirw R' ...* r•wLwwwisr Fiam....r.Yl.m.--. ....F...s.. ber...lrwlrlr *Ia 4MLsmr.r Bw. EXISTING CONCRETE SLAB ON METAL DECK 4005162 -43 CROSS BRACING AT 48" O.C. MAX WITH (4) #8 SCREWS EACH END 8005162 -43 CEILING JOISTS AT 16" O.C., BRACE TOP FLANGE AT THIRD POINTS • PROVIDE PLOCKING AT S.S. KICKER ATTACHMENT 1 "x1" STAINLESS STEEL KICKERS TO CEILING, (4) EQUALLY SPACED PER 8/A -9. PROVIDE 2" DIA S.S. CAP WITH (2) #8 SCREWS TO CEILING JOISTS /BLOCKING 400T150 -43 TRACK WITH 1/4" DIA x 1 1/2" EMBED SIMPSON 'TITEN' CONCRETE SCREWS AT 12" O.C. 4005162 -43 METAL STUDS AT 16" O.C. 1/2" DIA A307 THREADED ROD TO SIMPSON 'DROP -IN' ANCHORS IN EXISTING SLAB (OR APPROVED EQUAL) FINISH PER ARCH /THREADED ROD 1/8 V \ TO PIPE SLEEVE ATTACH CEILING JOISTS TO WALL STUDS WITH (5) #8 SCREWS AT EACH JOIST 400T150 -43 BLOCKING BETWEEN EACH STUD 2" DIA S.S. CAP AT CEILING WITH (2) #8 SCREWS TO CEILING JOISTS STAINLESS STEEL SUPPORT RINGS 2 "x2" EXTRUSION, VERIFY WALLS ARE 1/8" THICK MAX VERTICAL STAINLESS STEEL 1" DIA PIPE SLEEVE. EXTEND THREADED ROD THRU PIPE AND PROVIDE S,S. BOLT AND WASHER AT THE END CURVED RESIN PANELS BY OTHERS SUSPENDED METAL /RESIN RING DETAIL 1" = 1' -0" V LMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 503.222.4453 vImk@v1mk.com 503.248.9263 www.vlmk.com SBARRO PIZZA CEILINGS 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SUSPENDED METAL /RESIN RING 208110 PRO N4 MJL 03108 n KMK S -2 No 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 503.222.4453 503.248.9263 II ST(Zuc C�P,A�(, C LC-U.Lt(Tto Sk.s D.E2L7 t tJ Sets Mvc e TL FP= o.¢0 -c) St4 /1 +2/,) Cyri AsSu-Ata, = o . 4- ( t. a ')Co, F,64-) 1+ 2 Co. ')) = O. u� p (2 0. 6 Or / I d- - 0. 30 u. P BEAD LoAt �t✓S� rJ P /c-N ELs = O. ? (Ass 0 _ 0 • +QsfC ) = o.2 PLF S.S. 2 x 2 x Yg„ -Tu8E5 Lt N EA.L FE.€'T of (LtN •. L = 2 4r C9 >(,7 = 226. 2 4 OF es 2 (1.25 + 1 + 1.441 + q , 5) = 235.6 1 - of QANe-1-5 To - Lo&D = t7. 2 Pt-F (235.6 -4-)t 3 PLF C 22 0.24' 72(0 # Sas &Atc. . F = 0.3(o C126o #) = 26,1 4 (--co-r& ) = 26 1 /4 = CO5 - PEP, ■(C Le G RA Cl""( t-oA5 2CO 12- Co./to = 73* PEtt (toD As Job egkRta.O tZ-Sk Client ANc.o(L IrSG Job No LDbi(0 Date 3`OS B 1 \ 1 \741, Sheet No G Lt S '\ E Gout) 1NI - C SLO 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 IP, 503.222.4453 503.248.9263 S CkI.,CALLA, Sus QE t.A.-rnq,_/ Les ►N K, NU Co p �c- T lotJ S V69-c ��n� = 7 3 . 5. S. k.L : V = Cos C:Et L ttJ CA _ o ►'CS Co5 #- L,J 1 • tg -o " A3c l ` C N 2 t t € Rop `= 30. t2 9L.. e, /2) = 2.1 Job Sf5P C lient A C.o(Z, INC. Job No 2CE, t1 0 By M 71_, Date yo Sheet No C - Z ItiS - StAe50 `DKoP - 1N r kW -I kt P.o t>S 1 oP- EQ .&AL nuo.o = 83a # Mt∎ .) u.SE (2) * Sc-g-eLOS To G!✓tLtt.Y 3otST I - # V4L . = 24-4- (A) pt -R- t,tIu.. _ (lo QsF + lOes -)C tom t (, 22 1r— •# g k-40/ )1- = 3o. 2 eta 41 5 22. Co esF Soc tco2 - 4 3 C L G , `So l.S"LS ki 0 . c . CS4X" StteeT C - 3� use (4-) # g sc.2 s M cElL-L 5o $t To S' &ND b t a x S r A #%:4 'Tt Sc a tioS ft- 12"0, To E x IS l ► S LA-g cw INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = Ceiling Solver Design Data - Simple Span Joist Span 18.00 ft Joist Spacing 16.0 in Dead Load = 10.0 psf Live Load = 10.0 psf Wind Load = 2.6 psf Check Deflection Deflection Limit: U240 Maximum Deflection = 0.536 in www. clarkwestern. corn 2001 North American Specification w/2004 Supplement ASD DATE: 3/12/2008 SECTION DESIGNATION: 8005162 -43 Single 8.000 in 1.625 in 1.625 in 0.500 in 1.500 in Check Flexure Input Flexural Bracing: Third -Pt Cb = 1.00 Me = 2731 Ft -Lb My = 3185 Ft -Lb Mc = 2393 Ft -Lb Sc /Sf = 0.91 Mmax = 1220 Ft -Lb <= Ma = 1304 Ft -Lb Check Shear Vmax = 271 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 1051 lb >= Vmax Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in Deflection Limit L/240 DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks WL Multiplied by 1.00 for Strength Checks WL Multiplied by 1.00 for Deflection Checks Deflection Ratio = L/403 Check Web Crippling Rmax = 271 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 247 lb < Rmax, STIFFENERS REQUIRED 0.56 My < Me < 2.78 My 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 503.222.4453 503.248.9263 ST1 -- vaR AL CAL CLLA rioN3S C-1-02V E'er G LASS Sul' Po �T C-g ED l4-. L WEot\L Feet of GLp S"CQ-uc -€. •, (S. 33) = 33.5 a Cat_h5S SEtStv.LL Lo At 5 L_ASS = 3.3 Q Job r7kQglp Client A Nc.O2 (A) 6 106s 3 e s-F- C5. 5 = 16• 15 P � B R. Pcc.T tb EAC,t-t C.4.4.12-\1 Et". S. S. ANcAL.E = 3. d- * O. $5 = 4.25 P �tr Job No 2ogt t 0 By Date 3/0e, Sheet No G A ND krJ L . o T/ L - Lo AD = ( 1 , 4 2 5 fif) 33.5 r') - 3 (€5) _ 774 Q o . 3Co ( - 714-#) = 2_11 t� 2'19 / a = 3 5 t PE g- kkir OF '11-ttt W tU_.. G o t a7TO C.E t Lt tC Z S EL tot.)S j )2. s.e„,oa = 3 3 . S/S = 4 . P = (1 6, pLF +-4 .25 ?LF)C ti) + 3 = 97 /- "[TAC,t{ EAGt{ w ITN (4-) *- to SC 9 )S To 5tiLA-b w C = , V = ITn AA ASSc n^ E Zo C STt r 5 TY l2 -X 100.6 Loads: LC 1, DL+ Seismic Results for LC 1, DL+ Seismic Reaction units are lb and k -ft DENi, l oAD 63.1 Curved Glass Support D EPN D Lo kt> 4 SE ISM vC, Mar 7, 2008 at 10:23 AM untitled.r3d 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 P 503.222.4453 503.248.9263 II 5"T(Lll�TtJ�/�AcL C -k...c U TIorlS C.u.i G u\s5 Su.P Po f-'T �,KEct� S.S. ANGLE /1 CA) 11 1 +max o.0 4 ( 1zy 0 c ( ; 1-s;) = A, 19 (12 = 0. 0 51- I ' (000 "I = 5 (0. 61552 4-.19)( 50.2 -5) 64- (28ao6X 0.0E54) A. C-tLA L P 2D Pe. te-S Job J6 Rg D 1 L Client PCN(,oA N G Job No P lto By 1v4731- Date 3 / ° E , Sheet No lA) = 1 b. 15 P LF 18. 15 C ¢. 1°02 l S - 40 4.110 O- oZ1 1v� b V,_ = 0.25 (4)7 = D. Co 1 O- 027 ��' ✓ Z = to = o. 25 (4- 12 - l 33 �� > o. 054_ ���- ✓ ANC; LE Ls &bep.u., E cw INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = Check Deflection Deflection Limit: U240 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.629 in www.clarkwestern.com 2001 North American Specification w /2004 Supplement ASD DATE: 3/7/2008 SECTION DESIGNATION: 4005162 -33 Single 4.000 in 1.625 in 1.625 in 0.500 in 1.500 in Wall Solver Design Data - Simple Span Wall Height 13.00 ft Lateral Pressure 20.00 psf Stud Spacing 12.0 in 200 `t 3 Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: Full Mmax = 423 Ft -Lb < Ma = 492 Ft -Lb SBARRO PIZZA Steel Thickness = 0.0346 in Inside Corner Radius = 0.0765 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in Deflection Limit U240 Axial Load 0 lb t 5 2a f sf Check Shear Vmax = 130 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 976 lb >= Vmax Deflection Ratio = L/248 Check Web Crippling Rmax = 130 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 163 lb >= Rmax, stiffeners not required 2. UNLESS ShECIF1 f v n �Z,6 N ��.,Y' �DE 1 T`L,ED it�N:r.. TRACTOR SHALL FURNISH AND INS'±T BRACING. ETC. REQUIRED TO SAFELY E SHALL BE FULLY RESPONSIBLE FOR THE E, 3. DETAILS AND CONDITIONS NOT SPECIFICALLY . SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. DESIGN LOADS S€L- of G etA . NtrtEs. Fit.uM oR.� G Nq� A. ROOF: SNOW - LOAD - 25 P.S.F. Is 1.10 TYP. U.N.O. R. p I 5 B. WIND DESIGN DATA: 1. BASIC WIND SPEED (3— SECOND GUST) in 85 MPH- 2. WIND IMPORTANCE FACTOR Iw - 1.15 3, WIND EXPOSURE N C" 4. DETERMINATION OF WIND LOAD: a) IN ACCORDANCE WITH a) IN ACCORDANCE WITH SECTION 6 OF ASCE 7-02 FOR. ROOF HEIGHT > 60' b) USE METHOD 1— SIMPLIFIED PROCEDURE OF IBC 2003 FOR ROOF HEIGHT 60' C. EARTHQUAKE DESIGN DATA: 1. SEISMIC IMPORTANCE FACTOR It NE 1.25, SEISMIC USE GROUP II 2. MAPPED SPECTAL RESPONSE ACCELERATIONS Si- 1.424 g, Si • 0.488 g 3. SITE CLASSIFICATION E 4. SPECTRAL RESPONSE COEFFICIENTS S. . 0.854 AND Sol 0.781 5. SEISMIC DESIGN CATEGORY IT 8. BASIC SEISMIC FORCE RESISTING SYSTEM: CONCRETE TOPPING OVER METAL DECK DIAPHRAGM & SPECIAL STEEL CONCENTRICALLY BRACED FRAMES 7. DESIGN BASE SHEAR: V - -Cs W 8. SEISMIC RESPONSE COEFFICIENTS: Cs a 0.178 9. DESIGN COEFFICIENTS & FACTORS R - 6.0, .11.o-2, Cd -5 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS D. FLOOR LIVE LOAD (REDUCIBLE PER CODE) 1. FIRST FLOOR: 100 PSF /1000 LBS (UNIFORM /CONCENTRATED) 2. SECOND FLOOR: 100 PSF/ -1000 LBS 3. THIRD FLOOR: a . b. P AREA: 40 PSF /3000 LBS (NON— REDUCIBLE) I. SEATING AREA: 60 PSF II. LOBBIES: 100 PSF c. THEATER MEZZ: 50 PSF d. RESTAURANTS: 100 PSF E. STAIRS AND EXITS: 100 PSF (MIN, CONCENTRATED LOAD ON STAIR TREADS IS 300 LBS.) SITE PREPARATIONS 1. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE. DEPTH OF FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCOR— DANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DIS— CREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE FOUNDATION PLANS MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO INITIATING ANY EXCAVATION SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED. CONCRETE 1. PORTLAND CEMENT SHALL BE TYPE II CONFORMING TO A.S.T.M. SPECIFICATION C 150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO A.S.T.M. SPECIFICATION Stain- less Al- Condition loy Group 1 (303, 304, 304 L, 305, 384, XM1, 18 -9LW, 302HQ, 303Se) 2 (316, 316L) 3 (321, 347) 4 (430, 430F) 5 (410, 416, 416Se) 6 (431) 7 (630) 71F A CW1 CW2 SH1 SH2 AF A CW1 CW2 SH1 SH2 SH3 SH4 AF A CW1 CW2 SH1 SH2 SH3 SH4 F593A 85938 F593C F593D F593A F593B SH3 F593C _SH4 F593D F593E F593F F593G F593H F593E FEW F593D F593F{ F593J F593K F593L F593M F593J F593R MSC F5931G1 AF F593X A F593N CW1 F593V CW2 F593W H F593P HT F593R H HT Alloy Mechanical Property Marking F593S F593T TABLE 2 Mechanical Property Requirements' Nominal Diameter, in. 1/4 to 1 Intl 1 /4 to 11/2, )ncl 1 /4 to 6 /a, Incl 3 to 1'/2, Intl 1 /4 to 6 /e, Intl 3 /4 to 1, incl 1 to 1 Intl 1% to 11/2, Inc! 95 to 130 45 1 /4 to 1 Intl 1 /4 to 11/2, [not 1 /e to 6 /e, inc! • 3 /4 to 1 Intl 1 /4 to 6 /e, Ind 34 to 1, Intl 1 /e to 1 lncl 1 to 1 Intl 1 /4 to 11/2, Intl 1 /4 to 11/2, Inc' 1 /4 to 6 h, Ind 3 /4 to 1 Ind 1 /a to 6 h, Intl 3/4 to 1, Intl 1 to 1 Inc] 1% to 1 Inc! 1/4 to 11/2, Intl . 1 /4 to 1 Incl. 1 /4 to 1 Intl 1 /4 to 1 ind Tensile Strength ksi Austenitic Alloys 65 to 85 20 75 to 100 30 100 to 150 65 85 to 140 45 120 to 160 95 110 -to 150 75 • 100 to 140 60 65 to 85 75 to 100 100 to 150 85 to 140 120 to 160 110 to 150 100 to 140 95 to 130 120 000 lbf (535 kN) shall be tested full-size and shall meet the full size tensile (minimum and maximum) and yield strength properties in Table 2. When equipment of sufficient capacity for such tests is not available, or if excessive length of the fasteners makes full-size testing impractical, use of standard or round specimens that meet the "machined specimen test tensile properties" in Table 2 is permitted. In the event of discrepancy 65 to 85 75 to 100 100 to 150 85 to 140 120 to 160 110 to 150 100 to 140 95 to 130 Fenitic Alloys 55 to 75 55 to 75 1 /4 to 6 /e, Intl 60 to 105 40 B75 to 98 3 /4 to 1 incl 55 to 100 30 B65 to 95 1 /4 to 11/2, incl . 110 to 140 90 • 1 /4 to 1 Intl 160 to 190 120 Precipitation Hardening Alloys 93. , 'S i 1i■ § L. ALTS Yield Strength, ksi ° 20 30 65 45 95 75 60- •45 20 30 • 65 45 95 75 60 45 Rockwell Hardness Bap max • B65 to 95 B95 to'C32 B80 to C32 C24 to C36 . C20 to C32 B95 to C30 B90 to .C28 B85 max B65 to 95 B95 to C32 B80 to C32 C24 to C36 C20 to C32 B95 to C30 B90 to C28 B85 max B65 to 95 B95 to C32 B80 to C32 C24 to C36 C20 to C32 • B95 to C30 B90 to C28 30 B85 max 30 B85 max C20 to 30 110 C34 to 45 160 125 to 150 100 C25 to 32 125 180 to 220 140 C40 to 48 180 - AH F593U 1 /e to 1 Incl 135 to 170 105 C28 to 38 135 1934 6 - 2 5000 Ks; Tensile Yield Strength Strength, ksi ksi°•c 60 70 95 80 115 105 20 30 60 40 90 70 95 55 90 40 60 70 95 80 115 105 95 90 60 70 95 80 115 105 95 90 55 50 20 30 60 40 90 70 55 40 20 30 . 60 40 90 70 55 40 50 25 50 25 Elan. gaUon,•4 In 4 D, °i° • 40 30 20 .. 25 12 15 20 28 40 30 20 25 12 15 20 28 40 30 20 25 12 15 20 28 105 16 A Minimum values except where shown as maximum or as a range. e Legend of conditions: A- Machined from annealed or solution- annealed stock thus retaining the properties of the original material, or hot - formed and solution - annealed. AF- Headed and rolled from annealed stock 'and then reannealed. AH -Solution annealed and age - hardened after forming. CW- Headed and rolled from annealed stock thus acquiring a degree of cold work; sizes 0.75 in. and larger may be hot worked and solution- annealed. H-- Hardened and tempered at 1050 °F (565 °C) minimum. HT- Hardened and tempered at 525 °F (274 °C) minimum. SH- Machined from strain hardened stock or cold - worked to develop the specified properties. c The yield and tensile strength values for full -size products shall be computed by dividing the yield and maximum tensile load values by the stress area for the product size and thread series determined in accordance with Test Methods F 606 (see Table 4). ° Yield strength is the stress at which an offset of 0.2 % gage length occurs. or dispute between test results obtained from full -size finished fasteners and standard or round specimens, the referee method shall be tests performed on full-size finished fasteners. 7.4 Fasteners that are too short (lengths less than that specified in 7.2 (see Test Methods F 606 and Table 4); have insufficient threads for tension; or have drilled or undersized heads, drilled or reduced bodies, and so forth, that are weaker k Type Condition Finish ` ' A 276 - STAtt SSS 5 fLA S TAME Z Mohan IG11 ReMutrements Diameter or Thickness, In. (mm) 490 Tensile Strength, min Its! MPa a Elonga- Yield Strength, tion in 2 min In. (50 mm)B or 4D ksi MPa min % Reduc- tion of Area,c min, % Austenitic Grades N08367 A hot - finished or all 95 655 45 310 30 50 cold - finished 201, 202 A hot - finished or all 75 515 40 275 40 45 cold- finished S20161 A hot - finished all 125 860 50 345 40 40 cold- finished all 125 860 50 345 40 40 311 S20162 A hot - finished or all 100 690 50 345 50 60 cold finished 205 A hot - finished or all 100 690 60 414 40 50 cold -finl hed XM -19 A hot - finished or all 100 690 55 380 35 55 cold - finished As hot - finished or up to 2 (50.8), incl 135 930 105 725 20 50 hot- cold- finished rolled over 2 to 3 (50.8 to 76.2), 115 795 75 515 25 50 incl over 3 to 8 (76.2 to 203.2), 100 690 60 415 30 50 incl S21800 A hot - finished or all 95 655 50 345 35 55 P41 cold - finished XM -10, XM -11 A hot - finished or all 90 620 50 345 45 60 cold - finished XM -29 A hot - finished or all 100 690 55 380 30 50 cold- finished XM -28 A hot - finished or • all 100 690 •55 380 30 50 cold- finished S24565 A hot-finished or all ,115 795 60 415 35 40 cold - finished S28200 A hot - finished or all 110 760 60 410 35 55 cold finished 302, 302B, 304, 304LN, A hot- finished all 75 515 30B 205 40 50 305, 308, 309, 309S, cold - finished up to 1 h (12.70) Inc! 90 620 45 310 30 40 309Cb, 310, 310S, over' (12.70) , 75 515 ' 305 205 30 40 310Cb, 314, 316, 316LN, 316Cb, 316TI, 317, 321, 347, 348 304L, 316L A hot - finished all 70 485 25 170 40 50 cold - finished up to 1 /2 (12.70) Incl. 90 620 45 310 30 40 over 1 /2 (12.70) 70 485 25 170 30 40 304N, 316N A hot - finished or all 80 550 35 240 30 cold - finished 202, 302, 304, 304N, 316, B cold -finished up to 3 /4 (19.05) incl 125 860 100 690 12 35 316N over 3 /4 (19.05) to 115 795 80 550 15 35 1 (25.40) over 1 (25.40) to 11/4 105 725 65 450 20 35 (31.75) over 1% (31.75) to 11/2 . 100 690 50 345 24 45 (38.10) over 11/2 (38.10) to 13/4 95 655 45 310 28 45 (44.45) , 304, 304N, 316, 316N S cold - finished up to 2 (50.8) Intl 95 650 75 515 25 40 over 2 to 2+/2 (50.8 to 63.5) . 90 620 65 450 30 40 Inc! over 2 to 3 (63.5 to 76.2) 80 . 550 55 380 30 40 Inc! XM -21, S30454, A hot- finished or all 90 620 50 345 30 50 S31654 cold - finished , XM -21, S30454 B cold - finished up to 1 (25.40) incl 145 1000 125 860 15 45 S31654 over 1 (25.40) to 11/4 135 930 115 795 16 45 (31.75) over 11/4 (31.75) to 11/2 135 895 105 725 17 45 (38.10) over 11/2 (38.10) to 1 125 860 100 690 18 45 (44.45) WIDTH THICK 2 2 1/4 2 1/2 2 3/4 3 3 1/4 3 1/2 3 3/4 4 4 1/4 4 1/2 4 3/4 5 5 1/4 5 1/2 5 3/4 6 8 1/16 .425 .478 .531 .584 .638 .691 .744 .797 .850 .903 .956 1.01 1.06 1.12 1.17 1.22 1.28 1.70 2 3/32 .638 .717 .797 .877 .956 1.04 1.12 1.20 1.28 1.36 1.43 1.51 1.59 1.67 1.75 1.83 1.91 2.55 3 1/8 .850 .956 1.06 1.17 1.28 1.38 1.49 1.59 1.70 1.81 1.91 2.02 2.13 2.23 2.34 2.44 2.55 3.40 4 5/32 1.06 1.20 1.33 1.46 1.59 1.73 1.86 1.99 2.13 2.26 2.39 2.52 2.66 2.79 2.92 3.06 3.19 4.25 5 3/16 1.28 1.43 1.59 1.75 1.91 2.07 2.23 2.39 2.55 2.71 2.87 3.03 3.19 3.35 3.51 3.67 3.83 5.10 6 1/4 1.70 1 91 2.13 2.34 2.55 2.76 2.98 3.19 3 40 .903 3 83 4.04 4.25 4.46 4.68 4.89 5.10 6.80 8 5/16 2 13 2 39 2.66 2 92 3 19 3 43 3.72 3.98 4.25 1 36 4 78 5.05 5.31 5.58 5 84 6.11 6.38 8 50 1( 3/8 2 55 2 87 3.19 3.51 3 83 4.14 4 46 4.78 5.10 1 81 5.74 6.06 6.38 6.69 7.01 7.33 7.65 10.20 1: 7/16 2.98 3.35 3 72 4.09 4.46 4.83 5.21 5.58 5.95 2.26 6.69 7.07 7.44 7.81 8.18 8,55 8.93 11.90 1' 1/2 3.40 3.83 4,25 4.68 5.10 5.53 5.95 6.38 6.80 2.71 7.65 8.08 8.50 8.93 9.35 9.78 10.20 13.60 1 9/16 3.83 4.30 4.78 5.26 5.74 6.22 6.69 7.17 7.65 3.61 8.61 9.08 9.56 10.04 10.52 11.00 11.48 15.30 1 S 5/8 4.25 4.78 5.31 5.84 6.38 6.91 7.44 7.97 8.50 4.52 9.56 10.09 10.63 11.16 11.69 12.22 12.75 17.00 2' 11/16 4.68 5.26 5.84 6.43 7.01 7.60 8.18 8.77 9.35 5.42 10.52 11.10 11.69 12.27 12.86 13.44 14.03 18.70 2: 3/4 5.10 5.74 6.38 7.01 7.65 8.29 8.93 9.56 10.20 6.32 11.48 12.11 12.75 13.39 14.03 14.66 15.30 20.40 2; 13/16 5.53 6.22 6.91 7.60 8.29 8.98 9.67 10.36 11.05 7.23 12.43 13.12 13.81 14.50 15.19 15.88 16.58 22.10 21 7/8 5.95 6 69 7.44 8.18 8.93 9.67 10 41 11 16 11.90 8.13 13.39 14.13 14.88 15 62 16 36 17.11 17.85 23 80 2( 15/16 6.38 7.17 7 97 8.77 9 56 10.36 11.16 11 95 12 75 9 03 14 34 15 14 15.94 16.73 17.53 18.33 19.13 25.50 3' 1 6.80 7.65 8.50 9.35 10.20 11.05 11.90 12.75 13.60 9.93 15.30 16.15 17.00 17.85 18.70 19.55 20.40 27.20 3' 1 1/8 7.65 8.61 9.56 10.52 11 48 12,43 13.39 14.34 15 30 10 84 17,21 18.17 19.13 20.08 21 04 21.99 22 95 30.60 3f 1 1 /4 8.50 9 56 10 60 11.69 12 75 13 81 14.88 15 94 17.00 11.74 19 13 20.19 21.25 22.31 23.38 24.44 25.50 34.00 4: 1 3/8 9.35 10.52 11.69 12.86 14.03 15.19 16.36 17.53 18.70 12.64 21.04 22.21 23.38 24.54 25.71 26.88 28.05 37.40 4E 1 1/2 10.20 11.48 12.75 14.03 15.30 16.58 17.85 19.13 20.40 13.55 22.95 24.33 25.50 26.78 28.05 29.33 30.60 40.80 5' 1 5/8 11.05 12.43 13.81 15.19 16.58 17.96 19.34 20.72 22.10 14.45 24.86 26.44 27.63 29.01 30.39 31.77 33.15 44.20 5; 1 3/4 11.90 13.39 14.88 16.36 17.85 19.34 20.83 22.31 23.80 16.26 26.78 28.26 29.75 31.24 32.73 34.21 35.70 47.60 5f 1 7/8 12.75 14.34 15.94 17.53 19.13 20.72 22.31 23.91 25.50 18.06 28.69 30.28 31.88 33.47 35.06 36.66 38.25 51.00 6: 2 13.60 15 30 17.00 18.70 20.40 22.10 23 80 25.50 27 20 19.87 30 60 32.20 34 00 35 70 37 40 39 10 40.80 54.40 6f 2 1/4 15.30 17.21 19 13 21 04 22.96 24.86 26 78 28.68 30.60 21.68 34.42 36.34 38.26 40 18 42.08 43 99 45.90 61,20 71 2 1/2 17.00 19.13 21 26 23.38 25 50 27 62 29 76 31 88 34.00 23 48 38.26 40 38 42 50 44 63 46 75 48 88 51.00 68.00 8( 2 3/4 18.70 21.04 23.38 25.72 28.06 30.38 32.72 35.06 37.40 25.29 42.08 44.42 46.76 49.09 51.43 53.76 56.10 74.80 9: 3 20 40 22 96 25.50 28 06 30.60 33 16 3.5 70 38.26 40 80 27.09 45.90 48.46 51.00 53 55 56.10 58 65 61.20 81.60 1( Weight of Stainless Steel Flatbars HOME ABOUT PRODUCTS REFERENCE INFO CONTACT VIEW CATALOG WEB DESIGN: BOWER WEB SOLUTIONS, r et' }� Y g , L -� I _ S MEW DU ''9dA Age_ FALCON Do s t rib l Weight of Stainless Steel Flatbars Page 1of1 i Click below to see our Product Line: [ STAINLESS STEEL ] [ ALLOY STEELS ] [ ALUMINUM ] [ NICKEL ALLOYS ] [ NICKEL IRON ALLOYS ] [ TITANIUM ] [ TUNGSTEN ALLOYS ] ESTIMATED WEIGHT OF STAINLESS (T300) FLAT BARS LBS PER FT (CLICK to convert weights to Other Metals) [ HOME ] [ ABOUT ] [ PRODUCTS ] [ REFERENCE INFO ] [ CONTACT ] [ VIEW CATALOG ] ©2007 Falcon Meta All Rights F http: / /www. falcon- metals. com /stainlessandalloys /stainlesssteel /weight -of- stainless- steel- flatbars.htm 3/7/2008 Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206 - 296 -4708 Fax 206 - 296 -0163 TTY Relay: 711 www.kingcounty.gov/health November 28, 2007 • Michelle Douglas AnCor, Inc 831 James St, 2 Floor Syracuse, NY 13203 RE: PLANS AND SPECIFICATIONS FOR: Sbarro at 633 Southcenter Pkwy Ste. FC4, Tukwila, WA SR1151611 P/E 6703 (Risk 3) Dear Ms. Douglas: 98188 • Public Health Seattle & King County CITY RECEIVED LA APR 0 8 2006 PERMIT CENTER 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 and subject to the following conditions: • Install splash guards on both sides of the prep sink if the distance of the equipments on either side of the sink is less than eighteen inches (18 in). • Submit revised plans to the City of Tukwila to reflect the relocated handsink. Your establishment has been assigned the following plan review service number (SRI 151611). 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: 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. 1. Complete an 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. 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 for a 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 Enclosures Cc: Sbarro, Inc Josh Kimmel Cc: Josh Kimmel, Westfield Regional Project Manager, Tenant Coordination T yy • • PLAN REVIEW COMMENT PAGE The following standard information is provided as an addendum to the plan review approval process that has just been completed. Applicants, owners, architects, and designers need to be aware of these food service establishment requirements. The proposed food service establishment plans have been examined for these items at plan review and will be at the pre- opening inspection. • Grease pretreatment facilities are required in the city of Seattle by the Drainage and Wastewater Utility. This includes interceptors and /or grease traps. Contact (206) 684 -7750 for information. • The hot water temperature at the hand sink must be a minimum of 100 °F. • The water heater must be able to accommodate all hot water needs. • Lighting is required to be at least thirty foot - candles and be properly shielded. • Ensure walls, doors and ceilings are constructed with a smooth finish, non - absorbent surface and are easy to clean. • Ensure floors and floor coverings in all areas are constructed of easily cleanable materials, kept clean, in good repair and coved at the floor /wall junctures. • Dish /utensil washing equipment (3- compartment or commercial dishwasher) is required to be large enough to accommodate the largest item to be washed. • The dish /utensil sink must be equipped with a minimum of three compartments, a space for soiled utensils ahead of the first compartment, and a drain board for clean utensils. Drain boards at each end are recommended. • All equipment and utensils must be in conformance with the current standards of the American National Standards Institute (ANSI). l • A pre- opening inspection by the King County hea 4 is- required prior to starting business. The applicant set is required ta ttO available on site during that inspection. DEC 0 5 2007 f 9 of j . _ , : • .. • • PREOPERATIONAL INSPECTION CHECKLIST Congratulations! Before you may open for business to the public, the following items must be completed before contacting the Health Department for a pre - operational inspection: ❑ Final plumbing permit signed off and approved by your local plumbing jurisdiction. Please have the plumbing permit on site at the time of the pre - opening inspection. ❑ Complete the "Application to Operate a Permanent Food Service Establishment" form and submit the appropriate fee (make checks payable to SKCDPH) to either office (strongly recommend paying at the Alder Square Office): Public Health — Seattle & King County Alder Square District Office 1404 Central Ave S, Ste. 101 Kent, WA 98032 OR Public Health S attle & King County Environmental Ith Division — Licenses and Permits 401 5th Ave, S . 11 Seattle, WA 8104 ❑ Hot water tap at all hand sinks must be 100 °F. Soap and paper towels must be available at all hand sinks. ❑ Dishwasher must be properly operating (chemical or heat sanitation). ❑ Equipment functioning properly (refrigeration, etc). Provide a display thermometer in all refrigeration units. ❑ Restroom and seating count meets code and plan requirements. a Advised on cooking, cooling, re- heating, cold holding, hand washing, overnight cooking, and cross contamination ❑ Built according to plan. ❑ Floors, walls, ceilings are smooth, non- absorbent, and easily cleanable. airg/V DennisT. Mitchell NCARB, AIA. Architect March 19, 2008 via Hand Delivery Project 3234A City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Attn. Brenda Holt, Permit Coordinator Tel. 206 - 431 -3670 • • re: Sbarro @ Westfield Southcenter Mall Suite FC -4 Correction Letter #1 Development Application Number D08 -075 Mechanical Application Number M08 -032 Dear Ms. Holt, The following is a response to your plan review comments by Mr. Johannessen: Development Comments D08 -075 Comment 1. Please provide specification with details that meet ASCE standards for the new Suspended ceiling installation. Details shall identify seismic attachments. Identify type of perimeter supporting enclosure angle (typical 2 "). (ASCE Standards 9.6.2.6.2.2.). Response: Drawing A -5 has been revised to include the appropriate details. RECEIVED Comment 2. In addition to item 1), provide specific construction details for the CITY Or TI IKVNI(,q suspended gypsum ceiling. MAR 2 4 /UM Response: Drawing A -5 has been revised to include the appropriate details. PERMIT CENTER Comment 3. Provide material /manufacture specifications with construction details for exterior store signs including specifications for the resin rings to show compliance with code for interior finishes. (IBC 402.15, 803.5, 2604.4) Response: Enclosed please find Material Specification Sheet 3form Chroma and the structural calculations for the rings as signed and sealed by VLMK Consulting Engineers. Comment 4. Provide installation details for the glazing to show how glass shall be seismically supported and secured. Provide engineers design with calculations for the support frames and glazing installation. (IBC Section 2403 and 2404.4) Response: The enclosed Structural Calculations as prepared by VLMK Consulting Engineers also contains installation and seismic details for the glazing. CORRECTION LT R# DENNIS T. MITCHELL ARCHITECT *6031 WEST I -20, STE 260 *ARLINGTON, TX 76017 *817/ 483 -1146 *FAX 817/ 483 -7377 1�' OAS Alpi,V DennisT. Mitchell NCARB, AIA. Architect Mechanical Comment M08 -032 • • Comment 1. New mechanical equipment to be installed on the roof exceeding 400 pounds shall require an engineer's analysis for the roof structure with calculations to show the roof structural members are sufficient for the combined loads imposed by all mechanical equipment. Provide details with the engineer's calculations. All engineer's documents shall be original wet stamped and signed by the engineer. Response: Since there are several Landlord, Westfield Corporation, applied units on the roof directly above this Sbarro space the Landlord has elected to directly reply to this comment with engineered wet signed and sealed details of all the roof loads above Sbarro's space FC -4. Comment 2. Please identify with method shall be used where drainage of grease from the roof exhaust fan shall be captured in an approved grease reservoir. (IMC 506.5.2) Response: Drawing M -2 Cooking hood detail has been revised to now require a drain line from the roof to a floor sink. All of the floor sinks and floor drains are plumbed to the Mall's common grease trap. It is our understanding that the plumbing and electrical plans have been approved and that the Fire Department has no comments. Shou ;i you require any additional information please contact us. Sinc a ely, Dennis T. Mitc e CA , AIA cc: Gregory Schnackel, Engineer Dean Betts, AnCor, Inc. x102 Michelle Douglas, AnCor, Inc. x 1 11 DENNIS T. MITCHELL ARCHITECT *6031 WEST 1 -20, STE 260 *ARLINGTON, TX 76017 *S17 / 483 -1146 *FAX 817/ 483 -7377 February 26, 2008 Michelle Douglas AnCor Inc 831 James Street, 2 Floor Syracuse, NY 13203 RE: CORRECTION LETTER #1 Development Application Number D08 -075 Sbarro — 2600 Southcenter Mall, Suite FC -4 Dear Ms. Douglas, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -4163 if you have questions regarding the attached comments. 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 through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl xc: File No. D08 -075 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters\2008\D08 -075 Correction Ltr #I.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: February 19, 2008 Project Name: SBARRO Permit #: D08 -075 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The 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). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide specifications with details that meet ASCE standards for the new suspended ceiling installation. Details shall identify seismic attachments. Identify type of perimeter supporting enclosure angle (typically 2 "). (ASCE Standards 9.6.2.6.2.2.) 2. In addition to item 1), provide specific construction details for the suspended gypsum ceiling. 3. Provide material /manufacture specifications with construction details for exterior store signs including specifications for the resin rings to show compliance with code for interior finishes. (IBC 402.15, 803.5, 2604.4) 4. Provide installation details for the glazing to show how glass shall be seismically supported and secured. Provide engineers design with calculations for the support frames and glazing installation. (IBC Section 2403 and 2404.4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. January 17, 2008 Tukwila Building Division/ Permit Center 6300 Southcenter B1, Suite 100 Tukwila, WA 98188 RE: Relocation of SBARRO Westfield Southcenter Tukwila, WA • Tenant improvement permit for Sbarro, Tukwila Permit No. subject to the following condition: 01 4 '- is issued Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenants pace will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by Title *: Anthony Missano, Presi Business Development Tenant Name: Sbarro America Properties, Inc. 401 Broadhollow Rood Melville, NY 11747 (631) 715 -4100 Kind of Fixture Fixture Units No of Fixtures Total Fixture Units Public Private Pub lic Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain head) 1 .5 r each Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 p 2 2. Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Co i 2. Sink, other (service) 3 1 .5 (7 1) 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, >1.6 GPF 8 4 Non - Residential Sewer Use Certification • To be completed for all new sewer conifer lions, reconnections or change of use of- existing cortRections. • This form does not apply to repairs or replacements of existing sewer connections within five years of `disconnect. Please Print or Type Property Street Address _ TUkIivit# City Owner's me Subdivision Name Subdiv. # Building Name Of applicable) Owner's Phone Nu tuber (with Area Code) 100 - ( lj?'f ) '717 4WD Prop Contact Phone Number (with Area Code) Owner's Mailing Address WPS{Pt' &5ukc di # ' A !LA • A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 20 Signature of Owner /Representative Total Fixture Units I 5,5 Print Name of Owner /Representative 1058(Rev 111051 AI ( 18106 State ZIP Block # RCE grid ruor Property Tax ID 4 Sewer disconnect date A B 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 the 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 capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Date White - King County Yellow - Local Sewer Agency For King County Use Only Account # Monthly Rate 6 Month Rate Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? L. Yes Cie (o Type of building demolished 144 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: FOD9 Gou12:1 FAST FwD • 1eSsfat rt# Estimated Wastewater Discharge: 1 �- Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer E uivalents: (add A & B) REC �( CITY OF TUKWILAt' A- FEB 06 2008 PERMIT CENTER • AUU Ivftk. N 1►n�-7 i rt r mL f l' e i/tCL RCE Gallons /days King County Department of Natural Resources and Parks 1o3(g W ODI RCE (P fsiness Declaration Part 1 Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: S bW M hi& Contact person at your company: Ail Cbi . 1 a, . /l fiche t I�b1,i.� to s 3) 5/ 0` 33- /MO y I I i Title: OW Nick' A-C tT � Telephone: x '315/233 - i31)0 x r i l Mailing address: R31 jANIES ST. 1 2nO J &'(, sy(ae. se I AI>/ )3203 Type of business (What does your firm manufacture or produce ?): Number of business sites: ONE ( I Address of each business site No. of employees at site: 4fiafflo Mall r=c T. , wA fa 1 5 93185 3. Use additional sheets if necessary. 40077 Part ll Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: . M .° nG - Site address: Wes- e fd &rit4hce 2(e 00 Sou,--Ilic truer Alai( 5u.r.-fe Fcy-, I ►a 1 WA 9 g JSg Contact person: Micheife N IQs - An(.rr, Inc. T i t l e : *CO 1 G . - (?Q araeibY Ownt f''5 R Telephone: (.15/9,53-13C0 x 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleanin floors in production areas? le Yes El No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other o lets to the sanitary sewers? Ig Yes Q No RECEIVED CITY OF TUKWILA FEB 0 6 2008 PERMIT CENTER 01 ACTIVITY NUMBER: D08 -075 DATE: 03 -24 -08 PROJECT NAME: SBARRO SITE ADDRESS: 2600 SOUTHCENTER MALL, FC -4 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: r � Division Public Works Comments: Documentshouting slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP • PERMIT COORD COPY • Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: n n DUE DATE: 03-27-08 DATE: DATE: Planning Division Permit Coordinator Not Applicable No further Review Required DUE DATE: 04-24 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -075 DATE: 02 -06 -08 PROJECT NAME: SBARRO SITE ADDRESS: 2600 SOUTHCENTER MALL, FC4 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: :1IJ '05 timAA JJ BuiI:, ng D P Ut- rk Z4(0 Structural iW 14 44, - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP 6(( 4v) o 2 -1 Fire Prevention Incomplete ❑ � � j Z -i 1-aV PlanrSirig Division 111 Permit Coordinator DUE DATE: 02-12-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 DATE: DATE: DUE DATE: 03-11 -08 Not Approved (attach comments) rq Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 2�'L(o - oft Bldg ❑V Fire ❑ Ping ❑ PW ❑ Staff Initials Vl - • City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: 3 /244 ❑ 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: rr Project Address: 2tc)o `/ ‘Se ,cam, /- /3 /1 1 - Tti hi) /4 Contact Person: / i iche /le j ks -4 l l Z p Summary of Revisio e ll na.rra Je ta) I 11 r c r ) I SAS qtr u.e- PicrK. as ta_u la h c,. SI=vt. r e� Cea - T 4 / �"°Y gel 2_ i i ►ma 6 y� U l_ (1'l K l' c�n�?,c t 141 8; n - e / a-r'S Sh f�? Sao • a c 5 Q-4-44-; e•y- Sd e �t R eef); f t z-a s `O-(ated -e—Q) -. D LA) A- 7L V SheetNumber(s): 4-1 4- 34- 4- -s /}- 4.4 -7 A-8 A -9, A -lo/ -Il A -/2_ "Cloud" or highlight all area of revision including date of rev Received at the City of Tukwila Permit Center by: ( OK f . Entered in Permits Plus on sit lapplicationslfbrms- applications on line revision submittal 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 ChecWPermit Number: . Y F- U 7 S Phone Number: • • La . 1 l c-e C _cy� 1 1`1 A- S- l e- Jt�ir �i� / / /i.4 iw Ly ( VV1l Ci7t 07) Steven M. Mullet, Mayor Steve Lancaster, Director RECE/Veb P,11V- r intA MAR 24 2009 318 - 3'75- l ee Leh - 747'1'ri/ License Information License ANCORI *054N1 Licensee Name ANCOR INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601646868 Ind. Ins. Account Id #2 Business Type CORPORATION Address 1 831 JAMES ST 2ND FL Address 2 City SYRACUSE County OUT OF STATE State NY Zip 13203 Phone 3152331300 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/21/1995 Expiration Date 6/6/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ANTHONY, THOMAS J Cancel Date 01/01/1980 Bond Amount ANTHONY, JOSEPH G #2 01/01/1980 22160462 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 WESTERN SURETY CO 22160462 05/21/2002 Until Cancelled $12,000.00 06/03/2002 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ANCORI *054N1 04/10/2008 GOLUMN GRID EARTH GRAVEL BUILDING SECTION A : , " - :.. CONCRETE —0- ELEVATION POINT OF ORIGIN # ' ♦r'li ► ♦_a� v SECTIONS SERVING AREA & KITCHEN ELEVATIONS AND DETAILS STONE COUNTER DETAILS All DETAILS ELEVATIONS 0 EQUIPMENT NUMBER Vir PLASTIC A-11 MATERIAL )CO: IN DI CATION 3 AI MARBLE/GRANITE DRAWING DETAIL u p V \1 FINISHED WOOD PLYWOOD M-3 EXISTING WALL XXX ROOM INDICATION ATI N 0o c o PLUMBING PLAN & DETAILS P -2 SANITARY PLAN & DETAILS P-3 RIGID INSULATION 11M :M :M1 FISTING WALL TO BE REMOVED E-3 DETAILS AND SCHEDULES WALL TYPE � E-5 D?C DOOR tIUMBER INTERIOR NOM NEW WALL REFRIG, REFRIGERATOR I REFRIGERATED TYP • TYPICAL B.O. NEW KNEE WALL WINDOW x ' < : NUMBER LL LANDLORD $ • EARTH GRAVEL " *'' A-3 : , " - :.. CONCRETE CONCRETE MASONRY # ' ♦r'li ► ♦_a� v BRICK SERVING AREA & KITCHEN ELEVATIONS AND DETAILS STONE COUNTER DETAILS A-8 DETAILS A-9 RESIN RING DETAILS A -10 PLASTIC A-11 DETAILS • 7: * : - MARBLE/GRANITE ROUGH WOOD PIP H.V.AING .C. PLAN PLAN AND H.V.A.C. V \1 FINISHED WOOD PLYWOOD M-3 H.VAC. SPECIFICATIONS P -1 PLUMBING PLAN & DETAILS P -2 SANITARY PLAN & DETAILS P-3 RIGID INSULATION 11M :M :M1 LIGHTING PLAN AND ELECTRICAL SCHEDULES E-3 DETAILS AND SCHEDULES BATT INSULATION � E-5 METAL ROOF DECK INTERIOR NOM NOMINAL REFRIG, REFRIGERATOR I REFRIGERATED A-1 TITLE SHEET A-2 NOTES A-3 CONSTRUCTION PLAN A-4 EQUIPMENT PLAN A-5 CEILING PLANS & DETAILS A-6 SERVING AREA & KITCHEN ELEVATIONS AND DETAILS A-7 COUNTER DETAILS A-8 DETAILS A-9 RESIN RING DETAILS A -10 OVEN ENCLOSURE DETAILS A-11 DETAILS A-12 DETAILS AND ELEVATIONS M _ 1 PIP H.V.AING .C. PLAN PLAN AND H.V.A.C. M_ H.VAC. SCHEDULES AND DETAILS M-3 H.VAC. SPECIFICATIONS P -1 PLUMBING PLAN & DETAILS P -2 SANITARY PLAN & DETAILS P-3 SPECIFICATIONS E -1 POWER PLANS AND ELECTRICAL DETAILS E -2 LIGHTING PLAN AND ELECTRICAL SCHEDULES E-3 DETAILS AND SCHEDULES E-4 ELECTRICAL SPECIFICATIONS E-5 ELECTRICAL SPECIFICATIONS MEAN QF EGRES 1 I `i1 #ii f gF. ;a #z "f : z? .... `.. _. r PROJECT NUMBER 3234A REV DATE BY NOTES 1 01 -10-08 KL Re-issue L2 01 -10-08 MKH AnCor Changes A 01 -30 -08 MKH RE -ISSUE LL 03 -18-08 BC Landlord's comments STAINLESS L ESS STEEL A.F.C. ABOVE FINISH CEILING COL. DRAWN BY: DBE CHECKED BY: TL I DTM DATE: 10 -25 -07 NOT TO SCALE MEAN QF EGRES 1 I `i1 #ii f gF. ;a #z "f : z? .... `.. _. .,.... .. • r.M " :,.,....... OCCUPANT LOAD: 0 CUSTOMERS + 5 EMPLOYEES FN r . ...t . i t ' i f.�.. %'s � .:' •� f , i'' .... ... ... ... a.. f % ff si � •s 5 TOTAL FLOOR AREA (S.F.) PER OCCUPANT: 177 13,3 ;'�'� < st • s , #A ` t ' � a . • ,z� � � ' . .• ^+ „�f � € F } �i # �Y• .... ... .... ... .... rn..z..... u'� .�. �s�.u��4 # .... s f! MAX. EXIT TRAVEL DISTANCE 75 FT. PERMITTED 40 FT. PROVIDED ,,5 + , 'v.0 . 3 , :�` � I . .. � a.:.a a ... , , n ». / NI w `mh" ; S .T� „3 �1���€ �3� . � .. »» .� �����. # ��� .. „ ,;,, :. ....Mw.: F...r. ... , . 4f+ v`7i , f 5 :".— ''./» nmW'F"i " , ,, ,,...r +m „m n, f + ,. ...,A .».. 'c.:..3Y"s.'`� &/ 3' �3 .• .' ,' .... , , »» »,.....v+.,» -»+ +r+r+.rm- ^iw+..+, .•,,.. ' r , i, , ,.,., a �� .�. . :.w..:... �.. 2 »- h n ; 3 ; Y»;^`H3 : 3»»^w»...k� Y , ,i, » »»,» »»,.w,. .t'. € '� �, #i p� F..4 F #F WH F.y F# + , » » ? 3 .. .. .n ... ; 3 , i S;ii1'1.;, .�# i .R R fir§. .. . #.. ...F .. »r,,, » » ;�F. � . , rFk ..+. ».+ ` ✓ », ,,,i J?'.s.. } � s ss. F ' .. �. a z .......� �zC"cc .... .... FN r . ...t . i t ' i f.�.. %'s � .:' •� f , i'' .... ... ... ... a.. f % ff si � •s } �� f t:: t #t•' ., k �' }� s s ss s } „ .. s ^ " N 'L , -iron »/GY . MF , 3 Y� .,3 r',3 ' ,iY• >r". ^ �I ' � 3, »>Y33 Si .. ,� �3, ,. u....<.... < ���s< . �FLh'�a #.����# '# %.W'.`''• # i # ! #� .... .. 3 #• wig � .� ,., , e + .. ,., , , , ., + ... ..... ... 13,3 ;'�'� < st • s , #A ` t ' � a . • ,z� � � ' . .• ^+ „�f � € F } �i # �Y• .... ... .... ... .... rn..z..... u'� .�. �s�.u��4 # .... s f! ;�...». ,- „ wm F •. F. ».rw ,,� ..E# �... .. "E ^'.:` A.C.T. ACOUSTIC TILE C.M.U. CONCRETE MASONRY UNIT EQ EQUAL G.W.B, GYPSUM WALL BOARD NIA NOT APPLICABLE PREP PREPARE S.S, STAINLESS L ESS STEEL A.F.C. ABOVE FINISH CEILING COL. COLUMN EQUIP. EQUIPMENT HVAC HEATING, VENTILATING & AIR CONDITIONING N.T.S. NOT TO SCALE RAD. RADIUS ,.. :-: THK THICKNESS A.F.F. ABOVE FINISH FLOOR DEMO DEMOLITION EXT EXTERIOR INT INTERIOR NOM NOMINAL REFRIG, REFRIGERATOR I REFRIGERATED TYP • TYPICAL B.O. BOTTOM OF DIA DIAMETER FRP FIRE RATED PANEL LL LANDLORD O.C. ON CENTER REQD REQUIRED . V.I.F. VERIFY IN FIELD CLG CEILING ELEV ELEVATION GA GAUGE MIL METAL P.O.5. POINT OF SALE TERMINAL REV REVISED / REVISION W/ WITH i33.%.ain 3 } .^y4 `Sv € €.#€€ EF€MEE`E WEN - Fa { ....... ����1�< �/# ��{, Vwy�, 7M .,y�¢FWG�#SrcC•�niFh #f•FnF;.�z� f # #.€ . 4rikr� ;EI WESTFIELD, LLC 11 601 WILSHIRE BLVD., 11TH FLOOR LOS ANGELES, CA 90025 TEL: (310) 478-4456 FAX: (310) 478 -1267 2006 INTERNATIONAL BUILDING CODE w/ STATE WASHINGTON AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE wI STATE WASHINGTON AMENDMENTS 2006 UNIFORM PLUMBING CODE w/ STATE WASHINGTON AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE 2006 INTERNATIONAL FIRE CODE wI STATE WASHINGTON AMENDMENTS 2005 NATIONAL ELECTRICAL CODE EPA ASHRAE UNDERWRITER'S LABORATORIES LIFE SAFETY CODE AMERICAN GAS ASSOCIATION ADA REQUIREMENTS OSHA SAFETY STANDARDS 4 I PRO RS , . TECTI SBARRO, INC. 401 BROADHOLLOW ROAD MELVILLE, NY 11747 TEL: (631) 715 -4100 �N Copyrighted 2008. All rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and all information contained hereon, is the exclusive property of the Architect. These documents may not be used or maned without the express written consent of Al concerned parties. These documents may only be used in connection wtih the construction of the project identified hereon. The Ting of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. �333�3 7f' #3. 3 , 5 t9 F # ' F� . ,YSA .( • Yfc..�€ .. €.Eli€ €€€kl l § « €., 3 , #3, # # #3ta � /i��k #Is € I I s k i�;3'c5 ';'33336;i; x',�>�c..Mfl�9 {f:�k {f! i.' # ,i3'i # #,if;fYffYb'sIXI'.�•E#€� Architect Dennis T Mitchell NCARB, AIA 6031 1-20 WEST, SUITE 260 ARLINGTON, TX76017 817-265-2415 FAX 817 -483 -7377 dtmarchitect@dhnarchitect.com r 3 'AVf+„w 3 r3�'SYr po o1 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE 315.233.1300 FAX 315.233.1314 GOVERNING CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES C ,. ON OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: INTERIO E.E a, nn R F NCERED VERTICAL EXITS & EXIT PASSAGEWAYS: N/A EXIT ACCESS CORRIDORS & OTHER EXITWAYS: N/A ROOMS & ENCLOSED SPACES: N/A INTERIOR FLOOR FINISH SHALL BE IN ACCORDANCE WITH IBC SECTION: 804 NEW LOCATION OF: Ing 1 CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 SEATTLE & KING COUNTY PUBLIC HEALTH ALDER SQUARE 1404 CENTRAL AVENUE S, SUITE #101 KENT, WA 98032 TEL: (206) 205 -1903 WESTFIELD SOUTHCENTER 2600 SOUTHCENTER MALL SUITE FC4 TUKWILA, WA 98188 gw. Mar review approval is subject to errors and Mons. Approval of consuuaion documents does not adze the violation of any added code or ordrisrice. Receipt of approved Fief Copy Is admowledged: By Date:, `i (c) -_ A FILE COP Permft No. City of Tukwila BUILDING DIVISION RED MINCE CODE co � APPR vE® APR -22 BUILD Tukwila G DIVISION REVISIONS No changes shag be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j SEPARATE PERMIT REQUIRED FOR: idMechanioni INflumbing anus Piping City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER ii' W iw 1 c07-DDS .E TITLE SHEET CORRECTION 4 T 1 EXISTING BLDG. PROPOSED ALTER. OCCUPANCY CLASSIFICATION GROUP M GROUP M MIXED OCCUPANCIES N N TYPE OF CONSTRUCTION I I -B — _ NUMBER OF STORIES Y 02k HEIGHT (IN FEET) N/A AREA (S.F.) 887 887 LOT SIZE (ACRE) NIA N/A LOT COVERAGE ( %) N/A NIA LEVEL OF MALL 2OF3 2OF3 i33.%.ain 3 } .^y4 `Sv € €.#€€ EF€MEE`E WEN - Fa { ....... ����1�< �/# ��{, Vwy�, 7M .,y�¢FWG�#SrcC•�niFh #f•FnF;.�z� f # #.€ . 4rikr� ;EI WESTFIELD, LLC 11 601 WILSHIRE BLVD., 11TH FLOOR LOS ANGELES, CA 90025 TEL: (310) 478-4456 FAX: (310) 478 -1267 2006 INTERNATIONAL BUILDING CODE w/ STATE WASHINGTON AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE wI STATE WASHINGTON AMENDMENTS 2006 UNIFORM PLUMBING CODE w/ STATE WASHINGTON AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE 2006 INTERNATIONAL FIRE CODE wI STATE WASHINGTON AMENDMENTS 2005 NATIONAL ELECTRICAL CODE EPA ASHRAE UNDERWRITER'S LABORATORIES LIFE SAFETY CODE AMERICAN GAS ASSOCIATION ADA REQUIREMENTS OSHA SAFETY STANDARDS 4 I PRO RS , . TECTI SBARRO, INC. 401 BROADHOLLOW ROAD MELVILLE, NY 11747 TEL: (631) 715 -4100 �N Copyrighted 2008. All rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and all information contained hereon, is the exclusive property of the Architect. These documents may not be used or maned without the express written consent of Al concerned parties. These documents may only be used in connection wtih the construction of the project identified hereon. The Ting of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. �333�3 7f' #3. 3 , 5 t9 F # ' F� . ,YSA .( • Yfc..�€ .. €.Eli€ €€€kl l § « €., 3 , #3, # # #3ta � /i��k #Is € I I s k i�;3'c5 ';'33336;i; x',�>�c..Mfl�9 {f:�k {f! i.' # ,i3'i # #,if;fYffYb'sIXI'.�•E#€� Architect Dennis T Mitchell NCARB, AIA 6031 1-20 WEST, SUITE 260 ARLINGTON, TX76017 817-265-2415 FAX 817 -483 -7377 dtmarchitect@dhnarchitect.com r 3 'AVf+„w 3 r3�'SYr po o1 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE 315.233.1300 FAX 315.233.1314 GOVERNING CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES C ,. ON OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: INTERIO E.E a, nn R F NCERED VERTICAL EXITS & EXIT PASSAGEWAYS: N/A EXIT ACCESS CORRIDORS & OTHER EXITWAYS: N/A ROOMS & ENCLOSED SPACES: N/A INTERIOR FLOOR FINISH SHALL BE IN ACCORDANCE WITH IBC SECTION: 804 NEW LOCATION OF: Ing 1 CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 SEATTLE & KING COUNTY PUBLIC HEALTH ALDER SQUARE 1404 CENTRAL AVENUE S, SUITE #101 KENT, WA 98032 TEL: (206) 205 -1903 WESTFIELD SOUTHCENTER 2600 SOUTHCENTER MALL SUITE FC4 TUKWILA, WA 98188 gw. Mar review approval is subject to errors and Mons. Approval of consuuaion documents does not adze the violation of any added code or ordrisrice. Receipt of approved Fief Copy Is admowledged: By Date:, `i (c) -_ A FILE COP Permft No. City of Tukwila BUILDING DIVISION RED MINCE CODE co � APPR vE® APR -22 BUILD Tukwila G DIVISION REVISIONS No changes shag be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j SEPARATE PERMIT REQUIRED FOR: idMechanioni INflumbing anus Piping City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER ii' W iw 1 c07-DDS .E TITLE SHEET CORRECTION 4 T 1 EXISTING BLDG. PROPOSED ALTER. AUTO. FIRE DETECTION Y Y FULLY SPRINKLERED Y Y SMOKE CONTROL Y Y FIRE ALARM SYSTEM Y Y STRUCTURAL FRAME: N/A BEARING WALLS: N/A NONBEARING WALLS & PARTITIONS: N/A FLOOR CONSTRUCTION: N/A ROOF CONSTRUCTION: N/A i33.%.ain 3 } .^y4 `Sv € €.#€€ EF€MEE`E WEN - Fa { ....... ����1�< �/# ��{, Vwy�, 7M .,y�¢FWG�#SrcC•�niFh #f•FnF;.�z� f # #.€ . 4rikr� ;EI WESTFIELD, LLC 11 601 WILSHIRE BLVD., 11TH FLOOR LOS ANGELES, CA 90025 TEL: (310) 478-4456 FAX: (310) 478 -1267 2006 INTERNATIONAL BUILDING CODE w/ STATE WASHINGTON AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE wI STATE WASHINGTON AMENDMENTS 2006 UNIFORM PLUMBING CODE w/ STATE WASHINGTON AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE 2006 INTERNATIONAL FIRE CODE wI STATE WASHINGTON AMENDMENTS 2005 NATIONAL ELECTRICAL CODE EPA ASHRAE UNDERWRITER'S LABORATORIES LIFE SAFETY CODE AMERICAN GAS ASSOCIATION ADA REQUIREMENTS OSHA SAFETY STANDARDS 4 I PRO RS , . TECTI SBARRO, INC. 401 BROADHOLLOW ROAD MELVILLE, NY 11747 TEL: (631) 715 -4100 �N Copyrighted 2008. All rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and all information contained hereon, is the exclusive property of the Architect. These documents may not be used or maned without the express written consent of Al concerned parties. These documents may only be used in connection wtih the construction of the project identified hereon. The Ting of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. �333�3 7f' #3. 3 , 5 t9 F # ' F� . ,YSA .( • Yfc..�€ .. €.Eli€ €€€kl l § « €., 3 , #3, # # #3ta � /i��k #Is € I I s k i�;3'c5 ';'33336;i; x',�>�c..Mfl�9 {f:�k {f! i.' # ,i3'i # #,if;fYffYb'sIXI'.�•E#€� Architect Dennis T Mitchell NCARB, AIA 6031 1-20 WEST, SUITE 260 ARLINGTON, TX76017 817-265-2415 FAX 817 -483 -7377 dtmarchitect@dhnarchitect.com r 3 'AVf+„w 3 r3�'SYr po o1 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE 315.233.1300 FAX 315.233.1314 GOVERNING CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES C ,. ON OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: INTERIO E.E a, nn R F NCERED VERTICAL EXITS & EXIT PASSAGEWAYS: N/A EXIT ACCESS CORRIDORS & OTHER EXITWAYS: N/A ROOMS & ENCLOSED SPACES: N/A INTERIOR FLOOR FINISH SHALL BE IN ACCORDANCE WITH IBC SECTION: 804 NEW LOCATION OF: Ing 1 CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 SEATTLE & KING COUNTY PUBLIC HEALTH ALDER SQUARE 1404 CENTRAL AVENUE S, SUITE #101 KENT, WA 98032 TEL: (206) 205 -1903 WESTFIELD SOUTHCENTER 2600 SOUTHCENTER MALL SUITE FC4 TUKWILA, WA 98188 gw. Mar review approval is subject to errors and Mons. Approval of consuuaion documents does not adze the violation of any added code or ordrisrice. Receipt of approved Fief Copy Is admowledged: By Date:, `i (c) -_ A FILE COP Permft No. City of Tukwila BUILDING DIVISION RED MINCE CODE co � APPR vE® APR -22 BUILD Tukwila G DIVISION REVISIONS No changes shag be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j SEPARATE PERMIT REQUIRED FOR: idMechanioni INflumbing anus Piping City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER ii' W iw 1 c07-DDS .E TITLE SHEET CORRECTION 4 T 1 A -1 <. K r,v.t T I O N S . , .r..,r� .p. �,..., ...,.. . - fir. <.. .: ., ... .. .- _ A ..� � .. .. ,.: rY. .�•. .._ : -;. ���: = 3 ... ,.a ::... ............ . . -.. - .. . .: .....,. ,7, ,,,: ,- - A.C.T. ACOUSTIC TILE C.M.U. CONCRETE MASONRY UNIT EQ EQUAL G.W.B. GYPSUM WALL BOARD N/A NOT APPLICABLE PREP PREPARE S.S. STAINLESS STEEL A.F.C. ABOVE FINISH CEILING COL. COLUMN EQUIP. EQUIPMENT HVAC HEATING, VENTILATING & AIR CONDITIONING N.T.S. NOT TO SCALE RAD. RADIUS THK THICKNESS A.F.F. ABOVE FINISH FLOOR DEMO DEMOLITION EXT EXTERIOR INT INTERIOR NOM NOMINAL REFRIG REFRIGERATOR / REFRIGERATED TYP TYPICAL B.O. BOTTOM OF DIA DIAMETER FRP FIRE RATED PANEL LL LANDLORD O.C. ON CENTER REQ'D REQUIRED V.I.F. VERIFY IN FIELD CLG CEILING ELEV ELEVATION GA GAUGE MTL METAL P.O.S. POINT OF SALE TERMINAL REV REVISED / REVISION W/ WITH A -1 COLUMN GRID BUILDING A SECTION A -X -4-Iii-1-- ELEVATION POINT OF ORIGIN © SECTIONS A -X CEILING PLANS & DETAILS EQUIPMENT NUMBER 11 ELEVATIONS © A -X A -8 DETAILS INDICATION PLUMBING PLANS AND SCHEDULES )00( DRAWING DETAIL DRAWING A -X HVAC PLANS AND SCHEDULES ROOM INDICATION EXHAUST HOODS PLANS AND SCHEDULES )XX I () () EXISTING WALL E -2 ELECTRICAL PLANS AND SCHEDULES E -3 WALL TYPE WALL EXISTING S S TO BE REMOVED DX DOOR NUMBER - ::T7:.75 , .: . :..:....:. - =,-.\ NEW WALL WINDOW NUMBER \', _ \ NEW KNEE WALL A -1 TITLE SHEET A -2 NOTES A -3 CONSTRUCTION PLAN A-4 EQUIPMENT PLAN A -5 CEILING PLANS & DETAILS A -6 SERVING AREA & KITCHEN ELEVATIONS A -7 DETAILS A -8 DETAILS P -1 PLUMBING PLANS AND SCHEDULES P -2 PLUMBING PLANS AND SCHEDULES H -1 HVAC PLANS AND SCHEDULES H -2 EXHAUST HOODS PLANS AND SCHEDULES E -1 ELECTRICAL PLANS AND SCHEDULES E -2 ELECTRICAL PLANS AND SCHEDULES E -3 ELECTRICAL DIAGRAMS AND SCHEDULES AUTO. FIRE DETECTION BIJo-ILD`ING�:b;EP CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 TEL: (206) 431-3670 FAX: (206) 431 -3665 H;EALT,H D`EPAR'TMENT „ . SEATTLE & KING COUNTY PUBLIC HEALTH ALDER SQUARE 1404 CENTRAL AVENUE S, SUITE #101 KENT, WA 98032 TEL: (206) 205-1903 AUTO. FIRE DETECTION Y Y FULLY SPRINKLERED Y Y SMOKE CONTROL Y Y FIRE ALARM SYSTEM Y Y STRUCTURAL FRAME: N/A BEARING WALLS: N/A NONBEARING WALLS & PARTITIONS: N/A FLOOR CONSTRUCTION: N/A ROOF CONSTRUCTION: N/A M EGR i , =. , „. , i ,,,t OCCUPANT LOAD: 0 CUSTOMERS + 5 EMPLOYEES NOTES 5 TOTAL FLOOR AREA (S.F.) PER OCCUPANT: 177 N MAX. EXIT TRAVEL DISTANCE 75 FT. PERMITTED 40 FT. PROVIDED PROJECT NUMBER I 3234A REV DATE BY NOTES GROUP M GROUP M MIXED OCCUPANCIES N N TYPE OF CONSTRUCTION II -B II -B NUMBER OF STORIES 1 1 HEIGHT (IN FEET) N/A N/A AREA (S.F.) 887 887 LOT SIZE (ACRE) N/A N/A DRAWN BY: DBE CHECKED BY: TL / DTM DATE: ` 10 -15 -07 J EXISTING BLDG. PROPOSED ALTER. OCCUPANCY CLASSIFICATION GROUP M GROUP M MIXED OCCUPANCIES N N TYPE OF CONSTRUCTION II -B II -B NUMBER OF STORIES 1 1 HEIGHT (IN FEET) N/A N/A AREA (S.F.) 887 887 LOT SIZE (ACRE) N/A N/A LOT COVERAGE ( %) N/A N/A LEVEL OF MALL 2 OF 3 2 OF 3 arra® SBARRO, INC. 401 BROADHOLLOW ROAD MELVILLE, NY 11747 TEL: (631) 715 -4100 Cry.wai SpringS . P4 rit 60th .. '6 Lfpist5t 5 1611th St 15Lt St Ufl 1 5 1 52nd 5 352nd Pi 8. S 151st t cis S 15is•t Pf IS mcicy WESTFIELD, LLC 11601 WILSHIRE BLVD., 11TH FLOOR LOS ANGELES, CA 90025 TEL: (310) 478 -4456 FAX: (310) 478 -1267 SBARRO GOVERNING CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL PLUMBING CODE 2006 INTERNATIONAL ENERGY CONSERVATION CODE 2006 INTERNATIONAL FIRE CODE 2006 INTERNATIONAL ELECTRICAL CODE UNDERWRITERS LABORATORIES AMERICAN GAS ASSOCIATION EPA ASHRAE LIFE SAFETY CODE ADA REQUIREMENTS OSHA SAFETY STANDARDS JCPentley 9N FIFE PROTECTION; EXISTING BLDG. (PROPOSED ALTER. Copyrighted 2007. All rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and all information contained hereon, is the exclusive property of the Architect. These documents may not be used or modified without the express written consent of All concerned parties. These documents may only be used in connection with the construction of the project identified hereon. The filing of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. Dennis T Mitchell NCARB, AIA Architect 6031 1 -20 WEST, SUITE 260 ARLINGTON, TX 76017 817- 265 -2415 FAX 817-483-7377 dtmarchitect@dtmarchitect.com AnCor Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315.233.1300 FAX: 315.233.1314 : INTERLOR, INISE ES RINKLERED VERTICAL EXITS & EXIT PASSAGEWAYS: N/A EXIT ACCESS CORRIDORS & OTHER EXITWAYS: N/A ROOMS & ENCLOSED SPACES: N/A INTERIOR FLOOR FINISH SHALL BE IN ACCORDANCE WITH IBC SECTION: 804 RELOCATION OF: WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 EARTH GRAVEL CONCRETE CONCRETE MASONRY BRICK STONE STEEL PLASTIC ROUGH WOOD PLYWOOD MARBLE/GRANITE FINISHED WOOD RIGID INSULATION BATT INSULATION 1 ♦�♦�♦�' L/ METAL ROOF DECK ee ce �IANS DO APPLICANT COPY RECEIVED OCT 1( 2007 DER SWAP APPROVED SUBJECT TO ORDINANCE NOV 2 8 2007 " 5f_ 1`- WI 0 %EATTLE- CO GAS1 D DI A PRE - OPENING INSPECTION BY THE I<ING COUNTY HEALTH DEPART E F IS REQUIRED PRIOR TO OPERATIC-N. APPLICANT PLC Sid IS Plaioz " 0 TO 5 MAILABLE `+.18 Sk 'r A RT'r r]0 S �.Y.I B YO7'17• RECEIVED CITY OF TUKWILA APR 08 2008 PERMIT CENTER gg l H , 1 TE''G: . Q rzC Q e n 0 c o LLI •_ Ho re W L y o oN N U w u � re E %AD < co -g Ii_N E;E §Schnadel • Nmeltik • Omaha • IasMIgslm • 1100-5111-0963 SEAL ORIENTATION EQUIPMENT SCHEDULE QTY. ITEM MANUFACTURER MODEL NO. FURNISHED BY INSTALLED BY FINAL CONNECTION BY ELECTRICAL PLUMBING REMARKS EQ# PHASE VOLTS AMPS HOT COLD DRAIN GAS 1 • 1 3 COMP SINK - CORNER 1 EAGLE #C314- 16 -3 -18 OWNER P.C. P.C. - - - 1/2" 1/2" 1 1/2" - W/ (1) 313296 PRE -RINSE UNIT/ WALL BRACKET (1) 313297 ADD -A - FAUCET W/ 14" NOZZLE 1 @K -111 FAUCET W/ 14" NOZZLE P3 ' 1 PREP SINK EAGLE #414 -16 -1 OWNER P.C. P.C. - - - 1/2" 1/2" 1 1/2" - W/ FAUCET 4 1 HAND SINK EAGLE #HSA -10 -FA OWNER P.C. P.C. - - - 1/2" 1/2" 1 1/2" - W/ FAUCET 5 1 DROP -IN HAND SINK EAGLE #CDI- 10- 14 -5-1 OWNER P.C. P.C. - - - 1/2" 1/2" 1 1/2" - W/ FAUCET 7 3 CUP DISPENSERS LILLY -TULIP #2E OWNER F.C. F.C. - - - - - - - 9 6 DROP -IN UTENSIL BIN CAMBRO #66CW OWNER F.C. F.C. - - - - - - - 5 3/4" X 6 3/8" (1 1 30, x 7 "HOT QLATI HATCO #GRSBF -72 -0 OWNER F.C. E.C. 1 208 17.3 - - - - LIR CONTROL; W/ FLANGE; REMOTE THERMOSTAT ON 6' CORD AT REAR 16D 1 5' -0" PREP TABLE EAGLE #T3060SE -BS OWNER F.C. F.C. - - - - - - - W/ DRAWER 1 STE'AME INTEK #XS- 208 -8 -3 OWNER F.C. E.C. 3 208 22 - - - - W/ STAND 1 26 1 10" DIPWELL DIPWELL CO. OWNER F.C. P.C. - - - 1/2" - 1 1/16" - CI 2 PIZrZA REP KAIRAK #KRP -27S /CUSTOM OWNER F.C. E.C. 1 120 11.75 - - - - CUSTOM HEIGHT /FLAT TOP • 1 2 DOEZE - CARRIER #EF48 OWNER F.C. E.C. 1 120 5 14.5 - - - - TOP MNTD. SELF CONTAINED CONDENSER UNIT W/ EVAPORATOR W/ S/S SIDES AND CASTERS g 3$7 1 WALK-IN GOOLE KOLPAK OWNER F.C. E.C. - .- - - -- - 7' -9" X T -9" X 8' -6 "H WITH FLOOR. START -UP BY OWNER UNIT REQUIRES ELECTRICAL SUB. ASSEMBLY 1 WALK -IN CONDENSER KOLPAK OWNER F.C. E.C. 3 208 20 - - - - 1 WALK -IN EVAPORATOR KOLPAK OWNER F.C. E.C. 1 120 20 - - - - 39 1 (4) BURNER RANGE W/ OVEN SOUTHBEND P32D -XX OWNER F.C. P.C. 1 120 1 - - - 1 1/4" W/ REAR GAS CONNECTION, PRESSURE REGULATOR, AND UPPER SHELF 41 1 DOUGH MIXER HOBART #HL662 OWNER F.C. E.C. 3 208 10.0 - - - - 2.7 HP MOTOR "53A - 1 8 VALVE SODA DISPENSER CORNELIUS #CB2323SST OWNER F.C. PEPSI 1 120 1.0 - - - - DROP -IN DISPENSER W/ EIGHT FAST FLOW UF-1 VALVES, 80 LB BIN 53B 1 CARBONATOR CORNELIUS #1624 PEPSI PEPSI PEPSI 1 120 7.2 - 3/8" - - LOW PROFILE LARGE RESERVE W/ VENT CHECK VALVE 1 SODA RACK CORNELIUS #2 -BI PEPSI PEPSI PEPSI - - - - - - - STACKED FOUR SHELF UNIT ON 1 _ -. PI - - OVE _: BAKERS PRIDE OWNER F.C. P.C. 1 120 15 - - - (2) 3/4" DOUBLE STACKED W/ S.S FINISH 65 2 P.O.S. TERMINALS IBM OWNER OWNER OWNER 1 120 20 - - - - PROVIDED BY OWNER 68 1 SCALE PELOUZE OWNER OWNER OWNER 1 120 12V DC - - - - PROVIDED BY OWNER , ,7 T 1 'ICE CUBER ICE -O -MATIC #ICE0806 -W OWNER OWNER E.C. /P.C. 1 120 9.8 - (2) 3/8" 3/4 ",1/2" - 1/2WATER- COOLED" CONDENSER • WATER: 3/" MAKER, 3/8" CONDENSER; DRAIN: 3/4" MAKER, 1 ICE STORAGE BASE ICE -O -MATIC #B -55PS OWNER OWNER E.C. /P.C. - - - - - 3/4" - 400LB STORAGE BASE 85 1 RANGE HOOD HALTON #KVE OWNER HVAC HVAC - - - - - - - 54" X 72" 18.86 1 SALAD 2a 2- ELL) MARSAL OWNER F.C. E.C. 1 120 6 - - 1" - SIZE: 2' -9 "W x 2' -10 "D x 20 1/8 "H; 1" FLANGES SELF - CONTAINED BOTTOM. ALL S.S. 93 1 SEMMIATME-MTMMir QBD #CTTU4834 OWNER F.C. E.C. 1 120 11 - - - - 48" X 25" OVERALL DIMENSION 9i"4 1 PAN STEAM . _ 8'2/3. 4 WELL) MARSAL OWNER F.C. E.C. /P.C. 3 208 22 - 1/2" 1" - 4' -11 1/2 "L X 2' -7 "D OVERALL DIMENSION 96 1 PIZZA RACK CHANNEL #PR -12 OWNER F.C. - - - - - - - - 34 "H X 221W X 20 "D OVERALL DIMENSION W/ ALUMINUM WORK TOP 117D 1 24" X 36" SHELVING METRO #A2436NC OWNER F.C. - - - - - - - - 4 POST - CHROME FINISH 117J 1 24" X 48" SHELVING METRO #A2448NC OWNER F.C. - - - - - - - - 4 POST - CHROME FINISH 117L 1 24" X 60" SHELVING METRO #A2460NC OWNER F.C. - - - - - - - - 4 POST - CHROME FINISH 124B 1 14" x 60" (1) DIRECT MNT. SHELF METRO #1WD14C OWNER F.C. - - - - - - - - 14" X 60" 126A 1 24" 2 -TIER POST WALL SHELVING METRO #1824NC OWNER F.C. - - - - - - - #SW33C WALL MOUNT UNIT 126B 1 30" 2 -TIER POST WALL SHELVING METRO #1830NC OWNER F.C. - - - - - - - - #SW33C WALL MOUNT UNIT 126C 3 36" 2 -TIER POST WALL SHELVING METRO #1836NC OWNER F.C. - - - - - - - - #SW33C WALL MOUNT UNIT 126G 1 60" 2 -TIER POST WALL SHELVING METRO #1860NC OWNER F.C. - - - - - - - - #SW33C WALL MOUNT UNIT 132A 1 24" X 24" COOLER SHELF METROSEAL II #2424NK2 OWNER F.C. - - - - - - - - W/ (2) POSTS 132C 1 24" X 30" COOLER SHELF METROSEAL II #2430NK2 OWNER F.C. - - - - - - - - W/ (2) POSTS 132J 1 24" X 48" COOLER SHELF METROSEAL II #2448NK2 OWNER F.C. - - - - - - - - W/ (4) POSTS 132L 1 24" X 54" COOLER SHELF METROSEAL II #2454NK2 OWNER F.C. - - - - - - - - W/ (4) POSTS 141 3 24" X 30" DUNNAGE RACK METRO #2430DRC OWNER F.C. - - - - - - - - (4) #SW33C POSTS 189 1 SAFE CSS OWNER F.C. - - - - - - - - BOLTED TO SLAB 24 "x24" MOP SINK A PROVIDED BY PLUMBING CONIRAC1OR WATER HEATER 24 "x24" MOP'SINK PROVIDED BY PLUMBING CONTRACTOR WATER HEATER I rl 123E 1 . ii 11 (41) - =-- r__1 ai l A -4 SCALE: i/4" =1' -0" EQUIPMENT PLAN SCALE 1/4" =1'-0" 1260 7-10F: 1137A {1320 T-10 LT -10 - 1 T 41 EQUIPMENT PLAN tte no 1:14 rfrr ELECTRICAL PANES TRANSFORMER TYP_ UBJEccr DINANCE N002 8 2007 By siZtl.S / ELECTRICAL PANELS DRAINBOARDS UTENNSIL CK OR TA�BLLS LARGE ENOUGH TO F '•. CCOMMODATEsALLTSOILD' Ei4ND • CLEANED ITEMS PROVIDED, FOR � ! Y• _ NE CESSARY'UTENSIL HOLD%NG .BEFORE CLEANING AND AFTER SANITIZING d::?nsr s WAREWASHING /DISHWASHING SINK rcOMPARTME SHA LL BE EAGGE •. _;.. =ENOUGH TO ACCOMMODATE ,'IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. •HOT WATER GENERAT /ONAND rDISTRIBUTION SYSTEMS SHALL BE SUFFIC /EN TO MEET THE PEAK HOT $WA ER DEMA THE -FOOD ESTABLISHMENT " • iPLUMBING SYSTEMS SHALL BE DESIGNED ' "CONSTRUCTEDAND-INSTALLED ACCORDING TO LAW(APPLICABLE LOCAL STATE AND FEDERALr REGULATIONS AND ORDINANCES) . RESTROOM & KITCHEN HAND WASH SINKS SHALL BE rgQUIPPED TO PROV)DE WATER AT ATEMPERATURE "OFAT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING, VALVE OR COMBINA7ON FAUCET., SELF CCalk OR METERING FAUCETS SHALL PROVIDE A ecaw OF WATER FOR AT L ST il SECONDS __Al, TYP. Ikec' Vo (ec/lxe ar)w4 tr& s re,cei .rag( �t /ifvIen CHANGES SHALL. -,� MA DEW /THGUT : APPROVAL T A PRE - OPENING INSPECTION Blf THE KING COUNTY HEALTH DEPARTME T rEa1HRED PRIOR=: TO OPERATIC N. Q PUCANT PLAN SET IS Q J F.0 TO F2 AVAILABLE 1 FOOD SERVICE OPERAT /ONARE4 FLOORS, SFL COVERINGS, WALLS, WALL COVERINGS AND, CEILINGS SHALL BE DESIGNED CONSTRUCTED AND INSTALLED .s Q,THEYARESMOOTH, DURABLE AND .'EASILY CLEANABLE" Food equipment that is certified for sanitation by_ an American National Standards Institute (ANSI) accredited Certification program (NSF '':Approved) will be deemed to comply with the ,food code equipment & utensil materials, construction; and des "ign requiroin`ents 1 1BE ADVISED Ttiri r rur ..r.... AYE rvvu too COMMERCIAL REFRIGERATION T O HOLD ?FOOD AT 41 DEGREES FAHRENHEIT, OR eeBELOW iiI (DOWN,FROMO DEGREES) LOCKERS OR OTHER SUITABLE "FACILITIES SHALL BE PROV /DED FOR ,THE ORDERLY STORAGE OF' ?EMPLOYEES CLOT RING AND OTHER 4V• for AnCor, Inc. use, and all information contained hereon, is the exclusive property of the Architect These documents may not be used or modified without the express written consent of All concemed parties. These documents may only be used in connection with the construction of the project identified hereon. The filing of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. NOTE: ALL EQUIPMENT PROVIDED BY OWNER. SUB - CONTRACTOR TO RECEIVE, UNCRATE, ASSEMBLE, AND INSTALL OWNER- PROVIDED EQUIPMENT. PO8v--015 1/4" = 1' -0" 0 RECEIVED CITY OF TUKWII A APR 0 8 2008 PERMIT CENTER 3 5 7 9 11 1 I I I _ — — — — = PROJECT NUMBER REV DATE: DATE BY DRAWN BY: CHECKED BY: 323 A NOTES DBE TL / DTM 10 -15 -07 1 O:'RIENT ?zTl ;! N CALLED NORTH 24 "x24" MOP SINK A PROVIDED BY PLUMBING CONIRAC1OR WATER HEATER 24 "x24" MOP'SINK PROVIDED BY PLUMBING CONTRACTOR WATER HEATER I rl 123E 1 . ii 11 (41) - =-- r__1 ai l A -4 SCALE: i/4" =1' -0" EQUIPMENT PLAN SCALE 1/4" =1'-0" 1260 7-10F: 1137A {1320 T-10 LT -10 - 1 T 41 EQUIPMENT PLAN tte no 1:14 rfrr ELECTRICAL PANES TRANSFORMER TYP_ UBJEccr DINANCE N002 8 2007 By siZtl.S / ELECTRICAL PANELS DRAINBOARDS UTENNSIL CK OR TA�BLLS LARGE ENOUGH TO F '•. CCOMMODATEsALLTSOILD' Ei4ND • CLEANED ITEMS PROVIDED, FOR � ! Y• _ NE CESSARY'UTENSIL HOLD%NG .BEFORE CLEANING AND AFTER SANITIZING d::?nsr s WAREWASHING /DISHWASHING SINK rcOMPARTME SHA LL BE EAGGE •. _;.. =ENOUGH TO ACCOMMODATE ,'IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. •HOT WATER GENERAT /ONAND rDISTRIBUTION SYSTEMS SHALL BE SUFFIC /EN TO MEET THE PEAK HOT $WA ER DEMA THE -FOOD ESTABLISHMENT " • iPLUMBING SYSTEMS SHALL BE DESIGNED ' "CONSTRUCTEDAND-INSTALLED ACCORDING TO LAW(APPLICABLE LOCAL STATE AND FEDERALr REGULATIONS AND ORDINANCES) . RESTROOM & KITCHEN HAND WASH SINKS SHALL BE rgQUIPPED TO PROV)DE WATER AT ATEMPERATURE "OFAT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING, VALVE OR COMBINA7ON FAUCET., SELF CCalk OR METERING FAUCETS SHALL PROVIDE A ecaw OF WATER FOR AT L ST il SECONDS __Al, TYP. Ikec' Vo (ec/lxe ar)w4 tr& s re,cei .rag( �t /ifvIen CHANGES SHALL. -,� MA DEW /THGUT : APPROVAL T A PRE - OPENING INSPECTION Blf THE KING COUNTY HEALTH DEPARTME T rEa1HRED PRIOR=: TO OPERATIC N. Q PUCANT PLAN SET IS Q J F.0 TO F2 AVAILABLE 1 FOOD SERVICE OPERAT /ONARE4 FLOORS, SFL COVERINGS, WALLS, WALL COVERINGS AND, CEILINGS SHALL BE DESIGNED CONSTRUCTED AND INSTALLED .s Q,THEYARESMOOTH, DURABLE AND .'EASILY CLEANABLE" Food equipment that is certified for sanitation by_ an American National Standards Institute (ANSI) accredited Certification program (NSF '':Approved) will be deemed to comply with the ,food code equipment & utensil materials, construction; and des "ign requiroin`ents 1 1BE ADVISED Ttiri r rur ..r.... AYE rvvu too COMMERCIAL REFRIGERATION T O HOLD ?FOOD AT 41 DEGREES FAHRENHEIT, OR eeBELOW iiI (DOWN,FROMO DEGREES) LOCKERS OR OTHER SUITABLE "FACILITIES SHALL BE PROV /DED FOR ,THE ORDERLY STORAGE OF' ?EMPLOYEES CLOT RING AND OTHER 4V• for AnCor, Inc. use, and all information contained hereon, is the exclusive property of the Architect These documents may not be used or modified without the express written consent of All concemed parties. These documents may only be used in connection with the construction of the project identified hereon. The filing of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. NOTE: ALL EQUIPMENT PROVIDED BY OWNER. SUB - CONTRACTOR TO RECEIVE, UNCRATE, ASSEMBLE, AND INSTALL OWNER- PROVIDED EQUIPMENT. PO8v--015 1/4" = 1' -0" 0 RECEIVED CITY OF TUKWII A APR 0 8 2008 PERMIT CENTER 3 5 7 9 11 1 I I I _ — — — — = PROJECT NUMBER REV DATE: DATE BY DRAWN BY: CHECKED BY: 323 A NOTES DBE TL / DTM 10 -15 -07 1 RESPONSIBILITY MATRIX Category Item Furnished by Installed by: Coordinated by Owner LL Sub Ancor Owner LL Sub Ancor Owner LL Sub Ancor GENERAL CONDITIONS CONSTRUCTION TELEPHONE A\ 03 -18-08 BC Landlord's comments P.H. DRAWN BY: DBE CHECKED BY: w DUMPSTERS 10 -25-07 f FINAL STORE CLEANING PERMITS PLANCHECK b BUILDING PERMIT ELECTRICAL, PLUMBING, MECHANICAL PERMIT >< < PRE - CONSTRUCTION LANDLORD TEMPORARY PARTITION (tf req'd.) N/A 1 CONCRETE EQUIPMENT CURB'S >< >< CARPENTRY WALL STUDS F.R. F.R. GYPSUM DRYWALL AND PLYWOOD BLOCKING F.R. F.R. e Or- Ail INSULATION F.R. F.R. CEILING GRID, TILES, HANGERS, ANGLES F.R. F.R. SERVING COUNTER/ COFFEE COUNTER >< F.C. �� 0 All 5/8" FIRE RTD PLYWD BLKG FOR WALL SHELVES F.R. F.R. FRP SUPPLY F.C. F.C. asio M ANAGER'S DESK F.C. F.C. WALK -IN COOLER BOX F.C. WALK -IN COOLER FAN COIL UNIT F.C. �• WALK -IN COOLER COMPRESSOR UNIT & LINE SET F.C. SERVING COUNTER LOW WALL F.R. F.R. �- METALS/ S.S. QUILTED S.S. PANELS AROUND PIZZA HOOD .>< F.C. S.S. PANELS BEHIND RANGE H.C. H.C. S.S. CORNER GUARDS >< F.C. GENERAL MOP HOLDERS/ HOSE RACK F.C. Wi I P. S.S. WALL SHELVING F.C. KNIFE HOLDER(S)/ CAN OPENER F.C. SAFE F.C. MISCELLANEOUS SEALANT/ CAULKING F.C. F.C. SOAP AND PAPER TOWEL DISPENSERS F.C. F.C. hii STOREFRONT SIGN S.G. S.G. STORE EQUIPMENT F.C. ><- DOOR AND HARDWARE TILE DOOR '01' AND FRAME F.R. ---1 DOOR 'D2' DY r.n.) .. (MW.IC t* D OORBELL F.R. DOOR IDENTIFICATION LABEL -61 --- RAMIC :A •r • III.-...'". F.R. 1111111,11 . , > < GLASS TILE T.C. 1 �0 QUARRY FLOOR TILE & BASE T.C. T.C. VINYL BASE F.C. F.C. PLUMBING WATER SUB -METER P.C. P.C. HOT AND COLD WATER RUNS IN LEASE SPACE P.C. P.C. SANITARY RUNS IN LEASE SPACE P.C. P.C. WATER HEATER/ FLU P.CJH.0 P.CJH.C. GAS METER P.C. P.C. GAS RUNS IN LEASE SPACE P.C. P.C. isI V GAS RUN FROM P.O.C. TO LEASE SPACE P.C. P.C. GAS QUICK DISCONNECTS P.C. P.C. MOP SINK P.C. P.C. SINK TWIST LOCK DRAIN >< P.C. Alliti V ENT LINES P.C. P.C. WATER SERVICE STUB -41113"PAI 4" SANITARY WASTE STUB 4111SISIIP. ��∎ 4" GREASE WASTE STUB r ��� STUB TO SPACE UNDERCOUNTER GREASE INTERCEPTOR P.C. P.C. � EMPTY CONDUIT TO METER ROOM 111 " STUB TO MASTER FIRE ALARM C FIRE PROTECTION FIRE EXTINGUISHERS F.S. F.S. FIRE ALARM EQUIPMENT MODIFICATION F.A. FA FIRE SUPPRESSION GAS VALVE P.C. FIRE SUPPRESSION SYSTEM >< HVAC AIR BALANCE REPORT H.C. H.C. WALK -IN COOLER CONDENSATE LINE P.C. P.C. REFRIGERATION SYSTEM START-UP >< >< ROOF TOP UNIT/ A.C. UNIT (If applicable) H.C. H.C. P EXHAUST HOODS >< H.C. EXHAUST FAN(SVCURB H.C. H.C. Apo a GREASE GUARD FOR EXHAUST FAN H.C. H.C. MAKE -UP AIR FAN(S) H.C. H.C. NC ROOF CURB (tf applicable) H.C. H.C. CEILING DIFFUSERS H.C. H.C. ELECTRICAL ELECTRIC METER E.C. E.C. ELEC. RUN FROM METER RM TO LEASE SPACE E.C. E.C. lel 111 ELECTRIC RUNS IN LEASE SPACE E.C. E.C. ELECTRIC PANELS E.C. E.C. ELECTRICAL TRANSFORMER E.C. E.C. LIGHT FIXTURES SEE A3 E.C. SWITCHGEAR E.C. E.C. i ELECTRICAL WIRES, CONDUIT, BOXES, ETC. E.C. E.C. 1' CONDUIT FROM REGISTERS TO MGRS DESK E.C. E.C. PHONE PULL FROM CNTL BRD TO LEASE SPACE E.C. E. C. TELEPHONE -1" CONDUIT IN SPACE E.C. E.C. TELEPHONE LINES, CONNECTIONS, & JACKS E.C. E.C. L E G E N D E.C. - ELECTRICAL CONTRACTOR H.C. - HVAC CONTRACTOR P.C. - PLUMBING CONTRACTOR S.C. - SPRINKLER CONTRACTOR F.R. - FRAMING CONTRACTOR F.C. - FINISH CARPENTRY CONT. T.C. - TILE CONTRACTOR P.T. - PAINT CONTRACTOR R.C. - ROOFING CONTRACTOR F.S. - FIRE SUPP. CONTRACTOR FA - FIRE ALARM CONTRACTOR C.C. - CONCRETE CONTRACTOR PH. - PHONE COMPANY S.G. - SIGN CONTRACTOR E.U. - ELECTRIC UTILITY ■ INDICATES RESPONSIBILITY NOTE: 1. THE CONTRACTOR MUST SUBMIT SHOP DRAWING AND TECHNICAL SPECIFICATION FOR ANY SUBSTITUTION TO THE PROJECT MANAGER WHO IN TURN WILL SUBMIT TO THE ANCOR DESIGN DEPT. FOR THEIR REVIEW AND APPROVAL BEFORE ANY ON-SITE INSTALLATION MAY OCCUR. 2. EACH CONTRACTOR TO RESTORE ANY EXISTING MATERIALS AND FINISHES TO THEIR ORIGINAL CONDITION DUE TO THEIR RESPECTIVE SCOPE OF WORK AND REMOVALS. X08 - 016 REVIEWED FOR CODE COMPLIANCE APPROVED APR - 2 2008 City Of Tukwila WING DIVISION RECEIs :E CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER Copyrighted 2007. AN rights reserved. These drawings were prepared by DTM Architect at the request of Sbano for AnCor, Inc. use, and all Information contained hereon, is the exclusive property of the Architect. These documents may not be used or modfled without the express written consent of Al concerned parties. These documents may only be used in connection with the construction of the project Identified hereon. The fling of these documents with pubic officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a pubficaticn of these documents. PROJECT NUMBER 3234A REV DATE BY NOTES L 01 -10-08 ICI, Re -issue Q2 01 -10 -08 MKH Re -issue A 01-30-08 MKH ANCOR CHANGE A\ 03 -18-08 BC Landlord's comments DRAWN BY: DBE CHECKED BY: TL / DTM DATE: 10 -25-07 f L E G E N D E.C. - ELECTRICAL CONTRACTOR H.C. - HVAC CONTRACTOR P.C. - PLUMBING CONTRACTOR S.C. - SPRINKLER CONTRACTOR F.R. - FRAMING CONTRACTOR F.C. - FINISH CARPENTRY CONT. T.C. - TILE CONTRACTOR P.T. - PAINT CONTRACTOR R.C. - ROOFING CONTRACTOR F.S. - FIRE SUPP. CONTRACTOR FA - FIRE ALARM CONTRACTOR C.C. - CONCRETE CONTRACTOR PH. - PHONE COMPANY S.G. - SIGN CONTRACTOR E.U. - ELECTRIC UTILITY ■ INDICATES RESPONSIBILITY NOTE: 1. THE CONTRACTOR MUST SUBMIT SHOP DRAWING AND TECHNICAL SPECIFICATION FOR ANY SUBSTITUTION TO THE PROJECT MANAGER WHO IN TURN WILL SUBMIT TO THE ANCOR DESIGN DEPT. FOR THEIR REVIEW AND APPROVAL BEFORE ANY ON-SITE INSTALLATION MAY OCCUR. 2. EACH CONTRACTOR TO RESTORE ANY EXISTING MATERIALS AND FINISHES TO THEIR ORIGINAL CONDITION DUE TO THEIR RESPECTIVE SCOPE OF WORK AND REMOVALS. X08 - 016 REVIEWED FOR CODE COMPLIANCE APPROVED APR - 2 2008 City Of Tukwila WING DIVISION RECEIs :E CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER Copyrighted 2007. AN rights reserved. These drawings were prepared by DTM Architect at the request of Sbano for AnCor, Inc. use, and all Information contained hereon, is the exclusive property of the Architect. These documents may not be used or modfled without the express written consent of Al concerned parties. These documents may only be used in connection with the construction of the project Identified hereon. The fling of these documents with pubic officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a pubficaticn of these documents. WALL TYPES KEY DESCRIPTION A LANDLORD DEMISING PARTITION: (NON- BEARING WALL RATING -1 HOUR) 6" WIDE METAL STUDS SUPPLIED AND INSTALLED TO DECK BY LANDLORD AT 24" O.C. (MAX). TENANTS CONTRACTOR SHALL INSTALL ONE LAYER OF 5/8" CEMENT BOARD FROM BOTTOM OF WALL TO 1'- 4" A.FF, TENANT'S CONTRACTOR SHALL APPLY 5/8" G.W.B. TYPE 'X' TO DECK, WALL TO CONFORM TO U.L. DESIGN NO. UL -U465. TAPE, SAND SMOOTH & PREP TO ACCEPT NEW FINISH. SEE DETAILTHIS SHEET. O 3 TENAN IT ON : ON- BEARING WALL N N- TEp 5/8" WIDE NO.22 GA METAL STUDS AT 16" O.C. TO 6' A.F.C. TENANTS CONTRACTOR SHALL INSTALL ONE LAYER OF 5/8" CEMENT BOARD FROM BOTTOM OF WALL TO 1'-4" AF.F. -BOTH SIDES. TENANTS CONTRACTOR SHALL INSTALL ONE LAYER OF 5/8" TYPE "X' G.W.B. ON BOTH SIDES TO 6' AF.C. TAPE, SAND SMOOTH AND PREP TO ACCEPT FINISH. SEE DETAIL THIS SHEET. 0 OVEN ENCLOSURE : NON - BEARING WALL NON -RATED 3 5/8" WIDE NO.20 GA METAL STUDS AT 16' O.C. TENANTS CONTRACTOR SHALL INSTALL ONE LAYER OF 1/4' CEMENT BOARD ON SERVING AREA SIDE AND TWO LAYERS 1/4" CEMENT BORAD ON OVEN SIDE. TAPE, SAND SMOOTH AND PREP TO ACCEPT FINISH. SEE DETAIL THIS SHEET. DD DEMISING PARTITION : (NON- BEARING WALL RATING -1 HOUR) 3 5/8" WIDE NO.22 GA. METAL STUDS AT 16° O.C. TO DECK. TENANTS CONTRACTOR SHALL INSTALL ONE LAYER OF 5/8" CEMENT BOARD TO 1'- 4" A.F.F. AND 5/8" TYPE'X' G.W.B. TO THE DECK. THIS WALL IS TO CONFORM TO U.L. DESIGN NO. UL -U465. TAPE, SAND SMOOTH & PREP TO ACCEPT NEW FINISH SEE DETAIL THIS SHEET. E F TENANT LOW WALL : (NON - BEARING WALL NON - RATED) 2 5/8" WIDE NO, 22 GA METAL STUDS AT 24" O.C. TO 2'-8 3/4' (2' -8 1/2" @ TYPE ?) A F.F. TENANTS CONTRACTOR SHALL INSTALL ONE LAYER OF 1/2" CEMENT BOARD TO FOOD COURT SIDE OF WALL AND 5/8" WD SPACER AND 5/8" TYPE 'X' G.W.B. ON SERVING AREA SIDE. SEE DETAIL THIS SHEET, r, ft ;- .: I,.. ICKPM a ' f 'P .' it h - t , ■ D1 ITEM SPEC. DOOR HINGES (3) BB1279 US26D X CLOSERS 7801 AL X PANICS LOCKSETS KEYED LEVER ENTRY SAT 626 LEVER STOPS US32D (234W) X THRESHOLDS (METAL) 36"AL PEMCO #2005A X DOOR BELL 3' -6" A.F.F. X w " VIEW KICKPLATE 8 x 34 US32D BRUSHED ALUMINUM X SILENCERS INCLUDED IN KNOCK -DOWN FRAME X FLUSHBOLT 282D x 8" US32D PUSH PLATES US320 (30 ") US32D (36N) KNOCK -DOWN HOLDER (270) X NOTES: 1. F.R. TO FURNISH AND INSTALL PEEPHOLE AND KEYED LEVER LOCKSET DEVICE (SCHLAGE DN53PD -F109 OR EQUAL). PAINTER TO PROVIDE FINISH TO INTERIOR AND EXTERIOR OF DOOR PER SCHEDULE. 3. E.C. TO SUPPLY AND INSTALL BUZZER / DOORBELL AT DOOR 'D1'. 4. DOOR 'D1' SHALL BE FIRE RATED PER APPLICABLE CODES. KEY: F.R. = FRAMING CONTRACTOR E.C. = ELECTRCIAL CONTRACTOR ' -f) ;R PROJECT NUMBER 3234A -, REV DATE BY NOTES A 01 -10-08 KL Re -issue L 01 -10-08 MKH AnCor Changes /'\ 03 -18-08 BC Landlord's comments DRAWN BY: DBE CHECKED BY: TL / DTM ` DATE: 10 -25-07 AL YE '' AD '' .. N. U6 GPU OR: 58 HC T WD TAHD T TE TD N LO N ELN RC IH 1 I. LN YE TE CES SAE N .. AOG EGS O OR. JIT RETD VRIAL N TGEE N OPST IE F TE ASML. +e � 1 6' -2 1/2" EXTENT OF WALL TYPE 'E' 25 -1 3/8" EASE LINE outline of countertop 8'-6 3/8" EXTENT OF WALL TYPE 'F' (round wall) ONSTRUCTION P SCALE: 1/4" = 1' -0" SCALE: 1" =1' -0" Copyrighted 2007. AB rights reserved. These drawings were prepared by DTM Architect at the request of S 5/8" CEMENT BOARD FROM BOTTOM OF WALL TO 1'-4" A.F.F. (BOTH SIDES) EXIST. FLOOR ROOM NAME CEILING GENERAL NOTES: 1. TENANTS CONTRACTOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND NOTIFY ANCOR, INC. OF ANY DEVIATIONS FROM THESE PLANS. 2. ALL SUPORTS ARE PROVIDED FROM STRUCTURAL BEAMS AND JOISTS , NOT FROM THE ABOVE. NOTE: 1. INSTALL A DOORBELL LOCATED AT 3' -6 A.F.F. SEE NOTE #3 @ HARDWARE SCHEDULE ON SHEET A-3. . INSTALL DOOR SIGNAGE 5' -0" A.F.F. , CENTERED ON DOOR ( DESIGN BY OTHERS, SUPPLIED BY LANDLORD) PROVIDE WATERTIGHT THRESHOLD AT DOOR D1. _ 5/8" TYPE 'X GWB TO 6" A.F.C. 3-5/8" 22 GA. METAL STUD @ 16" O.C. COVE DETAIL PORCELAIN BASE TILE SCHLUTER'DILEX -EHK' PROFILE WATERPROOF MEMBRANE PORCELAIN TILE FLOORING OVEN SIDE of the Architect. These documents may not be SERVING AREA SIDE STEEL RUNNER SEE REFLECTED CEILING PLAN FOR CEILING TYPES AND HEIGHTS 3 5/8" 20 GA. METAL STUDS AT 16" O.C. (2) LAYERS 1/4' CEMENT BOARD (2) LAYERS 1/4" CEMENT BOARD - FINISH W/ T1' WALL TILE 'T3' TILE FLOOR THRESHOLD DETAIL SCALE: 6 " =1' -0' FIN. FLOOR THRESHOLD : PEMCO #2005AV WATERTIGHT, ADA COMPLIANCE No. 10 x 1 -1/2" FHWS, Phillips (Factory Provided) .. . � .. -F. = -` ,mo .--e,_, .c ._ ��_: i?.. �. - ru i3 - .'�1 • "L1N' _- - rt�sa.� -a. - . , . F} =q :'e7i�T.'.. f lu.. _- 'i - • T`.J�_ y�- 40, r��f. f. r? ' : . ✓ -ve °. :f�'�u wfiT .�. _-- . - -..:� .•- w "� . :. d . _.; .. - `y�' g:' -_ DOOR # MAT. SIZE FRAME MAT. FACE / EDGE THK. CORE LITE HDWR. HOLLOW 3' -0" x 7' -0" HOLLOW HOLLOW ENAMEL PAINT MALL 1 3/4' HOLLOW N/A BY F.R. D1 METAL, METAL METAL, SIDE DOOR & FRAME METAL 1 HR FIRE 1 HR FIRE 1 HR FIRE TO MATCH RATING RATING RATING ADJACENT WALL PAINT TENANT SIDE DOOR AND FRAME WHITE NEW DOOR & HARDWARE FURNISHED & INSTALLED BY F.R. NOTE: L STUDS TO BE FASTENED TO FLOOR SLAB WITH 1 -1/4" PINS WITH WASHERS. 2. ALL CONNECTIONS TO TO METAL DECK SLABS FOR $.7_1211Q.T.LIBAL LOADS AHALL BE BY PRESET OR DRILLED IN ANCHORS UNDRSIDE OF DOCK ABOVE /8" GWB BY ADJACENT TENANT ADJACENT TENANT) CONT. Fl BY TENANT 6" STEEL TRUCK - BY LANDLORD 6" METAL STUDS @ 16" O.C. - PROVIDED BY LANDLORD 5/8" TYPE 'X GWB FROM 1'-4" A.F.F. TO FULL HEIGHT, FIRE TAPED AND SEALED UNDERSIDE OF THE STRUCTURE ABOVE 5/8" CEMENT BOARD FROM BOTTOM OF WALL TO 1'-4" A.F.F. 6' CONT. UNPUNCHED STEEL TRACK EXIST. FLOOR 1 HR FIRE RATING 1 TENANT SPACE WALL TYPE 'A' PROVIDE DIAGONAL BRACING EVERY 4' -0 ". FASTEN TO STRUCTURE ABOVE FINISHED CEILING ROOM FINISH KEY 2 3 4 5 6 7 8 NOTE: SEE MATERIAL SCHEDULE ON SHEET: A-6 INSTALL PARTITIONS WHERE INDICATED, SEE WALL TYPE DETAILS THIS SHEET. INSTALL FINISHES AS INDICATED ON ROOM FINISH SCHEDULES AND ELEVATIONS, INSTALL NEW TILE FLOOR, SEE FLOOR FINISH PLAN 2/A-3. INSTALL 20 GA. STAINLESS STEEL WALL PANELS TO G.W.B. FROM BOTTOM OF EXHAUST HOOD TO BASE TILE. INSTALL SERVING COUNTER LOW WALL. INSTALL SERVING COUNTER AND COUNTER FINISHES. SEE DETAILS SHEET: A7. SEE SERVING AREA ELEVATIONS SHEET: A6. INSTALL ELECTRICAL PANELS IN WALL. PROVIDE 5/8" THICK FIRE RATED PLYWOOD BLOCKING AT ALL WALL SHELVING AND HANDSINK LOCATIONS. COORDINATE LOCATIONS WITH EQUIPMENT PLAN ON A4 AND KITCHEN ELEVATIONS 4 - 71A-6. SEE DETAIL 4/A-8. INSTALL NEW BACK DOOR '01' PER DOOR AND HARDWARE SCHEDULES. INSTALL FROSTED GLASS PARTITION, SEE DETAIL 7 & 8/A-8. STEEL RUNNER BY LANDLORD 6" METAL STUDS PROVIDED BY DLORD 5/8" GWB BY LANDLORD STEEL I -BEAM 1SERVICE CORRIDOR A -3 SCALE: 1' =1' -0" FLOOR FINISH PLAN SCALE: 1/4" =1' -0" 5/8" CEMENT BOARD FROM BOTTOM OF WALL TO 1'- 4' Y A.F.F. 1 HR FIRE RATING WALL TYPE 'D' CONT. FIRESTOP BY TENANT STEEL RUNNER 3-5/8" METAL STUD 5/8" TYPE 'X' GWB 1 TENANT SPACE _ J 3 10484)7 2 -5/8" 22 GA. METAL STUD @24 "0.C. 5/8" FIRE RATED PLY F3I POWER ACTUATED BOLT TO CONCRETE CURB ktwca LNL 4Q p irti ALL FLOORING TRANSITIONS MUST BE FLUSH WITH LIPS OF NO MORE THAN 1/16" AND SLOPES NO MORE THAN 1/2" PER FOOT. EXTEND L.L. FOOD COURT FLOORING (TILE) FROM LEASE LINE TO TENANTS LOW WALL; REMOVE OUT TILE AND REPLACE WITH FULL SIZE. TILE TO MATCH EXISTING LL MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR , INSTALLATION DIRECTION. PROVIDE A "DEX- O -TEX" NEO -BOND II FRACTURE RESISTANT MEMBRANE WATERPROOFING PRIOR TO INSTALLATION OF ANY FINISHED FLOORING MATERIAL. THE MEMBRANE MUST BE TURNED UP ALL PERIMETER WALLS AND COUNTERS A MIN. OF 12" MIN. - IN WET AREAS OF KITCHEN AND SERVING AREA. APPLY SCHLUTER'DILEX -EHK' STAINLESS STEEL COVE - SHAPED PROFILE FOR INSIDE WALL CORNERS AND FLOOR/WALL TRANSITIONS IN THE SERVING AREA; SEE DETAIL: 8 /A -3. INSTALL HANDICAP ACCESSIBLE AND WATERTIGH THRESHOLD AT THE DOOR D1 - PEMKO #2005AV; SEE DETAIL: 9/A-3. N 4 1/2" 5/8" G.W.B. LINEAR LIGHT FIXTURE: LT5 LIGHT FIXTURE: LT5 5/8" WD SPACER 5/8' G.W.B. 18" WALL TYPE 'E' SCALE: 1' =1' -0" G REV( OM FOR CODE APPROVED APR ~ 2 2008 Q 2 -5/8" 22 GA. METAL STUD @ 24" O.C. 5/8" FIRE RATED PLY FRP POWER ACTUATED BOLT TO CONCRETE CURB 1/4" =1' -0" 1" =1' -0" RECEIVED CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER LIGHT FIXTURE: LT5A NOTE: 9 3/8" LEASE LINE 4 1/2" X TO MEET EDGE OF 1 NEUTRAL PIER WALL TYPE 'F' SCALE: 1" = 1' -0" 11 11 • M — III• MI INN 0.5 0 ■ithorrt the express written consent of AI concerned parks. These documents may only be used in connection with the construction of the project identified hereon. The filing of these documents with public officials or others so as to same permits and pemi ssions for the construction of the project Identified hereon shall not constitute a put 1c alion of these documents. 2 ■ ■ ■ ■ • • • • 1.757. Tforititewia A -3 ■ 6' -2 1/2" EXTENT OF WALL TYPE 'E' 25 -1 3/8" EASE LINE outline of countertop 8'-6 3/8" EXTENT OF WALL TYPE 'F' (round wall) ONSTRUCTION P AL YE '' AD '' .. N. U6 GPU OR: 58 HC T WD TAHD T TE TD N LO N ELN RC IH 1 I. LN YE TE CES SAE N .. AOG EGS O OR. JIT RETD VRIAL N TGEE N OPST IE F TE ASML. +e � 1 Copyrighted 2007. AB rights reserved. These drawings were prepared by DTM Architect at the request of S 5/8" CEMENT BOARD FROM BOTTOM OF WALL TO 1'-4" A.F.F. (BOTH SIDES) EXIST. FLOOR ROOM NAME CEILING GENERAL NOTES: 1. TENANTS CONTRACTOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND NOTIFY ANCOR, INC. OF ANY DEVIATIONS FROM THESE PLANS. 2. ALL SUPORTS ARE PROVIDED FROM STRUCTURAL BEAMS AND JOISTS , NOT FROM THE ABOVE. NOTE: 1. INSTALL A DOORBELL LOCATED AT 3' -6 A.F.F. SEE NOTE #3 @ HARDWARE SCHEDULE ON SHEET A-3. . INSTALL DOOR SIGNAGE 5' -0" A.F.F. , CENTERED ON DOOR ( DESIGN BY OTHERS, SUPPLIED BY LANDLORD) PROVIDE WATERTIGHT THRESHOLD AT DOOR D1. _ 5/8" TYPE 'X GWB TO 6" A.F.C. 3-5/8" 22 GA. METAL STUD @ 16" O.C. COVE DETAIL PORCELAIN BASE TILE SCHLUTER'DILEX -EHK' PROFILE WATERPROOF MEMBRANE PORCELAIN TILE FLOORING OVEN SIDE of the Architect. These documents may not be SERVING AREA SIDE STEEL RUNNER SEE REFLECTED CEILING PLAN FOR CEILING TYPES AND HEIGHTS 3 5/8" 20 GA. METAL STUDS AT 16" O.C. (2) LAYERS 1/4' CEMENT BOARD (2) LAYERS 1/4" CEMENT BOARD - FINISH W/ T1' WALL TILE 'T3' TILE FLOOR THRESHOLD DETAIL SCALE: 6 " =1' -0' FIN. FLOOR THRESHOLD : PEMCO #2005AV WATERTIGHT, ADA COMPLIANCE No. 10 x 1 -1/2" FHWS, Phillips (Factory Provided) ' -f) ;R NOTE: L STUDS TO BE FASTENED TO FLOOR SLAB WITH 1 -1/4" PINS WITH WASHERS. 2. ALL CONNECTIONS TO TO METAL DECK SLABS FOR $.7_1211Q.T.LIBAL LOADS AHALL BE BY PRESET OR DRILLED IN ANCHORS UNDRSIDE OF DOCK ABOVE /8" GWB BY ADJACENT TENANT ADJACENT TENANT) CONT. Fl BY TENANT 6" STEEL TRUCK - BY LANDLORD 6" METAL STUDS @ 16" O.C. - PROVIDED BY LANDLORD 5/8" TYPE 'X GWB FROM 1'-4" A.F.F. TO FULL HEIGHT, FIRE TAPED AND SEALED UNDERSIDE OF THE STRUCTURE ABOVE 5/8" CEMENT BOARD FROM BOTTOM OF WALL TO 1'-4" A.F.F. 6' CONT. UNPUNCHED STEEL TRACK EXIST. FLOOR 1 HR FIRE RATING 1 TENANT SPACE WALL TYPE 'A' PROVIDE DIAGONAL BRACING EVERY 4' -0 ". FASTEN TO STRUCTURE ABOVE FINISHED CEILING ROOM FINISH KEY 2 3 4 5 6 7 8 NOTE: SEE MATERIAL SCHEDULE ON SHEET: A-6 INSTALL PARTITIONS WHERE INDICATED, SEE WALL TYPE DETAILS THIS SHEET. INSTALL FINISHES AS INDICATED ON ROOM FINISH SCHEDULES AND ELEVATIONS, INSTALL NEW TILE FLOOR, SEE FLOOR FINISH PLAN 2/A-3. INSTALL 20 GA. STAINLESS STEEL WALL PANELS TO G.W.B. FROM BOTTOM OF EXHAUST HOOD TO BASE TILE. INSTALL SERVING COUNTER LOW WALL. INSTALL SERVING COUNTER AND COUNTER FINISHES. SEE DETAILS SHEET: A7. SEE SERVING AREA ELEVATIONS SHEET: A6. INSTALL ELECTRICAL PANELS IN WALL. PROVIDE 5/8" THICK FIRE RATED PLYWOOD BLOCKING AT ALL WALL SHELVING AND HANDSINK LOCATIONS. COORDINATE LOCATIONS WITH EQUIPMENT PLAN ON A4 AND KITCHEN ELEVATIONS 4 - 71A-6. SEE DETAIL 4/A-8. INSTALL NEW BACK DOOR '01' PER DOOR AND HARDWARE SCHEDULES. INSTALL FROSTED GLASS PARTITION, SEE DETAIL 7 & 8/A-8. STEEL RUNNER BY LANDLORD 6" METAL STUDS PROVIDED BY DLORD 5/8" GWB BY LANDLORD STEEL I -BEAM 1SERVICE CORRIDOR A -3 SCALE: 1' =1' -0" FLOOR FINISH PLAN SCALE: 1/4" =1' -0" 5/8" CEMENT BOARD FROM BOTTOM OF WALL TO 1'- 4' Y A.F.F. 1 HR FIRE RATING WALL TYPE 'D' CONT. FIRESTOP BY TENANT STEEL RUNNER 3-5/8" METAL STUD 5/8" TYPE 'X' GWB 1 TENANT SPACE _ J 3 10484)7 2 -5/8" 22 GA. METAL STUD @24 "0.C. 5/8" FIRE RATED PLY F3I POWER ACTUATED BOLT TO CONCRETE CURB ktwca LNL 4Q p irti ALL FLOORING TRANSITIONS MUST BE FLUSH WITH LIPS OF NO MORE THAN 1/16" AND SLOPES NO MORE THAN 1/2" PER FOOT. EXTEND L.L. FOOD COURT FLOORING (TILE) FROM LEASE LINE TO TENANTS LOW WALL; REMOVE OUT TILE AND REPLACE WITH FULL SIZE. TILE TO MATCH EXISTING LL MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR , INSTALLATION DIRECTION. PROVIDE A "DEX- O -TEX" NEO -BOND II FRACTURE RESISTANT MEMBRANE WATERPROOFING PRIOR TO INSTALLATION OF ANY FINISHED FLOORING MATERIAL. THE MEMBRANE MUST BE TURNED UP ALL PERIMETER WALLS AND COUNTERS A MIN. OF 12" MIN. - IN WET AREAS OF KITCHEN AND SERVING AREA. APPLY SCHLUTER'DILEX -EHK' STAINLESS STEEL COVE - SHAPED PROFILE FOR INSIDE WALL CORNERS AND FLOOR/WALL TRANSITIONS IN THE SERVING AREA; SEE DETAIL: 8 /A -3. INSTALL HANDICAP ACCESSIBLE AND WATERTIGH THRESHOLD AT THE DOOR D1 - PEMKO #2005AV; SEE DETAIL: 9/A-3. N 4 1/2" 5/8" G.W.B. LINEAR LIGHT FIXTURE: LT5 LIGHT FIXTURE: LT5 5/8" WD SPACER 5/8' G.W.B. 18" WALL TYPE 'E' SCALE: 1' =1' -0" G REV( OM FOR CODE APPROVED APR ~ 2 2008 Q 2 -5/8" 22 GA. METAL STUD @ 24" O.C. 5/8" FIRE RATED PLY FRP POWER ACTUATED BOLT TO CONCRETE CURB 1/4" =1' -0" 1" =1' -0" RECEIVED CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER LIGHT FIXTURE: LT5A NOTE: 9 3/8" LEASE LINE 4 1/2" X TO MEET EDGE OF 1 NEUTRAL PIER WALL TYPE 'F' SCALE: 1" = 1' -0" 11 11 • M — III• MI INN 0.5 0 ■ithorrt the express written consent of AI concerned parks. These documents may only be used in connection with the construction of the project identified hereon. The filing of these documents with public officials or others so as to same permits and pemi ssions for the construction of the project Identified hereon shall not constitute a put 1c alion of these documents. 2 ■ ■ ■ ■ • • • • 1.757. Tforititewia A -3 SS SHELF SEE DETAIL: §S CABINET \12/A-10 SEE DETAILS: ON SHEET A-7. WATER HEATER (ABOVE) SNEEZE GUARD, SEE DETAIL: 10/ A-8 MOP SINK BY PLUMBER v ELECTRICAL PANELS TRANSFORMER (ABOVE IN PLENUM) SNEEZE GUARD, SEE DETAIL: 11/ A-8 DOS 1 /4" =1' -0" 0 NOTE: ALL EQUIPMENT PROVIDED BY OWNER. SUB - CONTRACTOR TO RECEIVE, UNCRATE, ASSEMBLE, AND INSTALL OWNER- PROVIDED EQUIPMENT. EQUIPMENT SCHEDULE MANUFACTURER FURNISHED INSTALLED FINAL ELECTRICAL PLUMBING E QTY' ITEM MODEL NO. BY BY CONNECTION REMARKS BY PHASE VOLTS AMPS HOT COLD DRAIN GAS 1.„ (A) , 4nnnn P.nr- ,,,., #,r . I 1IT/ I.,w, , •% n ,ti,�t 1 1 ., J..... _ ' -.__ .......- ._ 1`/ /l I ■A rill. ►i 1/1 IX I /1 W/ (1) 313296 PRE -RINSE UNIT/ WALL BRACKET 2 1 3 COMP SINK EAGLE #414 -16 -3-18 OWNER P.C. P.C. - - - 1/2' 1/2" 1 1/2' - (1) 313297 ADD-A- FAUCET W/ 14' NOZZLE 1 @K -111 FAUCET W/ 14" NOZZLE i • 1 f rwr 111111i C•■ ■■ .�I I " '1 1 ■1vii ;r F\ /_ 411 _ IX 1:1I I i.r \V/ r/_Mi■T i 4 1 HAND SINK EAGLE #HSA -10-FA OWNER P.C. P.C. - - - 1/2" 1/2' 1 1/2" - W/ FAUCET 5 1 DROP -IN HAND SINK EAGLE #CDI -10- 14-5 -1 OWNER P.C. P.C. - - - 1/2' 1/2' 1 1/2" - W/ FAUCET, CUTOUT SIZE: 12- 5/16" X 18- 1 1/16 " 7 3 CUP DISPENSERS LILLY -TULIP #2E OWNER F.C. F.C. - - - - - - - 2' -2" A.F.F. CUP DISPENSER ATTACHED TO STEEL ANGLE 9 6 DROP -IN UTENSIL BIN CAMBRO #66CW OWNER F.C. F.C. - - - - - - - 6 3/8" x 6 15/16" (5 TO COUNTER 3/4" x 6 3/8" CUT WIT C SURF EAR SILI MOUNTED S EAL T); CONE 13D 1 30" x 72" HOT PLATE HATCO #GRSBF-72-0 OWNER F.C. E.C. 1 208 10 - - - 6 C CONTROL, W/ $L NN G E ; REM PLUG THERMOSTAT W/ 16B 1 PREP S INK PREP TABLE W/ BUILT -IN RESTAURANT MAX #BVT -3060 OWNER F.C. F.C. - - - - - - PREP SINK I N ESS STEEL I N CLOO & UNDERSHE CABINET LVES P TABLE & 21"X16'X14 "D 21 1 STEAMER INTEK # 208 -8-3 OWNER F.C. E.C. 3 208 22 - - - - W/ STAND 26 1 10" DIPWELL DIP CO. OWNER F. P.C. - - - - 1/2" 1 1/16' - 2'-8° A.F.F. - ATTACHED TO STEEL ANGLE 27 2 PIZZA PREP KAIRAK #KRP -27S /CUSTOM OWNER F.C. E.C. 1 120 11.75 - - - - CUSTOM HEIGHT /FLAT TOP 33B 1 2 DOOR FREEZER CARRIER #EF48 OWNER F.C. E.C. 1 120 14.5 - - - _ TOP MOUNTED SELF - CONTAINED CONDENSER UNIT W/ EVAPORATOR, SS SIDES AND CASTERS: 9' CORD & PLUG PROVIDED. 1 WALK -IN COOLER KOLPAK OWNER F.C. E.C. - - - - - - - 7' -9" X 7' -9" X 8' -0'H O.A. DIM,W/ FLOOR; SET -UP BY CARPENTER; PRIMARY 38 1 WALK -IN CONDENSER KOLPAK OWNER F.C. E.G. 3 208 20 - - - - POWER & CONTROL WIRING BY EC; CONDENSATE DRAIN BY PC; START -UP BY OWNER REPRESENTATIVE - CONTACT: DWINA PHILLIPS 1.800.826.7036 - EXT. 1 WALK-IN EVAPORATOR KOLPAK OWNER F.C. E.C. 1 120 20 - - 3/4' - 5348 W/ REAR GAS CONNECTION PRESSURE REGULATOR, AND UPPER SHELF 39 1 (4) BURNER RANGE W/ OVEN SOUTHBEND P32D -XX OWNER F.C. P.C. 1 120 1 - - - 1' QUICK CONNECT & FLEXIBLE GAS CONNECTION PROVIDED BY VENDER; */ T CORD AND GROUNDED PLUG 41 1 DOUGH MIXER HOBART#P660 OWNER F.C. E.C. 3 208 20.0 - - - - 21/2 H.P. MOTOR; PROVIDE DISCONNECT SWITCH 53A 1 8 VALVE SODA DISPENSER CORNELIUS #CB2323SST OWNER F.C. PEPSI 1 120 1.0 - - 3/4" _ DROP -IN DISPENSER W/ EIGHT FAST FLOW OF -1 VALVES, 80 LB BIN; MIN. 6' CORD & MOULDED PLUG 53B 1 CARBONATOR CORNELIUS #1624 PEPSI PEPSI PEPSI 1 120 7.2 - 3/8' _ LOW PROFILE LARGE RESERVE W/ VENT CHECK VALVE; MIN. 6' CORD & MOULDED PLUG _ 1 SODA RACK CORNELIUS #2 -BI PEPSI PEPSI PEPSI - - - - - - - STACKED FOUR SHELF UNIT 56 1 PIZZA OVEN BAKERS PRIDE OWNER F.C. P.C. 1 120 15 - - - (2) 3/4' D O U BEE STA P OW DE RS FI VENDER K CONNECT & FLEXIBLE GAS 65 2 P.O.S. TERMINALS IBM OWNER OWNER OWNER 1 120 20 - - - - PROVIDED BY OWNER 68 1 SCALE PELOUZE #PS25FPX OWNER OWNER OWNER 1 120 12V DC - - - - PROVIDED BY OWNER; W/ MIN. 6' CORD & MOULDED PLUG 1 ICE CUBER ICE- O -MATIC #ICE0806 -W OWNER OWNER E.CJP.C. 1 208 9.8 - (2) 3/8' 3/4 ",1/2" - WATER - COOLED; WATER: 3/8" MAKER, 3/8" CONDENSER; DRAIN: 3/4" MAKER, 1/2' 72A CONDENSER: PROVIDE DISCONNECT SWITCH 1 ICE STORAGE BASE ICE- O -MATIC #B -55PS OWNER OWNER E.CJP.C. - - - - - 3/4' - 400LB STORAGE BASE 84 1 PIZZA OVEN HOOD BAKERS PRIDE #PB -248 OWNER HVAC HVAC - - - - - - - EYEBROW EXHAUST HOOD FOR ENCLOSED PIZZA OVEN 85 1 RANGE HOOD HALTON #KVE OWNER HVAC HVAC - - - - - - - 54" X 72" 88B 1 SALAD BIN 4 2/3 (2 WELL) MARSAL OWNER F.C. E.C. 1 120 6 _ - 1" _ SS. W/ 6' CORD & NEMA -5-15P PLUG SIZE: 2' -7°W x 2' -10 "D x 20 118 °H; 1° FLANGES SELF- CONTAINED BOTTOM. ALL 93B 1 SELF -SERVE REF. DISPLAY QBD #CTTU4834 OWNER F.C. E.C. 1 120 11 - - - - 48" X 25' OVERALL DIMENSION, W/ 8' CORD 94C 1 PAN STEAM - 82/3 (4 WELL) MARSAL OWNER F.C. E.CJP.C. 3 208 22 - 1/2' 1" - 4' -11 1/2 "L X 2' -7 "D OVERALL DIMENSION W /JUNCTION BOX 96 1 PIZZA RACK CHANNEL #PR -12 OWNER F.C. - - - - - - - - 34 °H X 22'W X 20 "D OVERALL DIMENSION W/ ALUMINUM WORK TOP 116A 1 18' X 48" SHELVING METRO #A1848NC OWNER F.C. - - - - - - - - 4 POST - CHROME FINISH 1 1►■ 1 ill It 1/ - 11 I ■l \'II l■ LIMO .Y /� Iiil le 1' //I I ■n I.S. 1 ®� 117L 1 24" X 60" SHELVING METRO #A2460NC OWNER F.C. - - - - - - - - 4 POST - CHROME FINISH 123 2 24" (1) TIER DIRECT MNT. SHELF METRO #1424NC OWNER F.C. - - - _ _ _ - - 1 - #1424NC SUPER ERECTA SHELF 2 - #1 WD14C CHROME SINGLE BRACKETS; 4 " -0' A.F.F. 111/. 1 ' 'r ( ") ^' " " -' "" " „" '- ■ /11 \ " ■n .`I►110■ 1\"/IICn r_1_ 1T /JI11►C111 1TCCl 11 ICL 126A 1 24' 2 -TIER POST WALL SHELVING METRO #1824NC OWNER F.C. - - - - - - - - #SW33C WALL MOUNT UNIT 126B 2 10" x 30 (1) FLOATING SHELF DANVER #FS30B OWNER F.C. - - - - - - - STAINLESSS STEEL SHELF 1111 II 11" 1 TIM ►�WV V.1'1 ►1I II VII11 1.111171118 .111111111 ■ \VII ■A I.S. Y! \1 "IE� 1W11. 1.1911117 ■I11Y 126D 1 48" 2-TIER POST WALL SHELVING METRO #1848NC OWNER F.C. - - - - - - - - #SW33C WALL MOUNT UNIT 132A 1 24" X 24' COOLER SHELF METROSEAL 11 #2424NK2 OWNER F.C. - - - - - - - - W/ (2) POSTS 132C 1 24' X 30' COOLER SHELF METROSEAL 11 #2430NK2 OWNER F.C. - - - - - - - - W/ (2) POSTS 132J 1 24' X 48' COOLER SHELF METROSEAL II #2448NK2 OWNER F.C. - - - - - - - - W/ (4) POSTS 132L 1 24'X54" COOLER SHELF METROSEAL 11 #2454NK2 OWNER F.C. - - - - - - - - W/ (4) POSTS 141 3 24' X 30" DUNNAGE RACK METRO #2430DRC OWNER F.C. - - - - - - - - (4) #SW33C POSTS 189 1 SAFE CSS OWNER F.C. - - - - - - - - BOLTED TO SLAB 3 RECEI .. E CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER 5 7 9 Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and al information contained hereon, Is the exclusive property of the Arches These documents may not be used or modified without the express written consent of Ai concerned patties. These documents may only be used in connection with the consWdion of the project identified hereon. The Sing of these documents with pubic officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a pubricatian of these documents. 11 II r 1• - I= NM I1M A -4 r PROJECT NUMBER 3234A REV DATE BY NOTES A 01 -10-08 KL Health Comments A 01 -10 -08 MKH AnCor Changes ® 03 -18-08 BC Landlord's comments DRAWN BY: DBE CHECKED BY: TL / DTM DATE: 10 -25-07 J SS SHELF SEE DETAIL: §S CABINET \12/A-10 SEE DETAILS: ON SHEET A-7. WATER HEATER (ABOVE) SNEEZE GUARD, SEE DETAIL: 10/ A-8 MOP SINK BY PLUMBER v ELECTRICAL PANELS TRANSFORMER (ABOVE IN PLENUM) SNEEZE GUARD, SEE DETAIL: 11/ A-8 DOS 1 /4" =1' -0" 0 NOTE: ALL EQUIPMENT PROVIDED BY OWNER. SUB - CONTRACTOR TO RECEIVE, UNCRATE, ASSEMBLE, AND INSTALL OWNER- PROVIDED EQUIPMENT. EQUIPMENT SCHEDULE MANUFACTURER FURNISHED INSTALLED FINAL ELECTRICAL PLUMBING E QTY' ITEM MODEL NO. BY BY CONNECTION REMARKS BY PHASE VOLTS AMPS HOT COLD DRAIN GAS 1.„ (A) , 4nnnn P.nr- ,,,., #,r . I 1IT/ I.,w, , •% n ,ti,�t 1 1 ., J..... _ ' -.__ .......- ._ 1`/ /l I ■A rill. ►i 1/1 IX I /1 W/ (1) 313296 PRE -RINSE UNIT/ WALL BRACKET 2 1 3 COMP SINK EAGLE #414 -16 -3-18 OWNER P.C. P.C. - - - 1/2' 1/2" 1 1/2' - (1) 313297 ADD-A- FAUCET W/ 14' NOZZLE 1 @K -111 FAUCET W/ 14" NOZZLE i • 1 f rwr 111111i C•■ ■■ .�I I " '1 1 ■1vii ;r F\ /_ 411 _ IX 1:1I I i.r \V/ r/_Mi■T i 4 1 HAND SINK EAGLE #HSA -10-FA OWNER P.C. P.C. - - - 1/2" 1/2' 1 1/2" - W/ FAUCET 5 1 DROP -IN HAND SINK EAGLE #CDI -10- 14-5 -1 OWNER P.C. P.C. - - - 1/2' 1/2' 1 1/2" - W/ FAUCET, CUTOUT SIZE: 12- 5/16" X 18- 1 1/16 " 7 3 CUP DISPENSERS LILLY -TULIP #2E OWNER F.C. F.C. - - - - - - - 2' -2" A.F.F. CUP DISPENSER ATTACHED TO STEEL ANGLE 9 6 DROP -IN UTENSIL BIN CAMBRO #66CW OWNER F.C. F.C. - - - - - - - 6 3/8" x 6 15/16" (5 TO COUNTER 3/4" x 6 3/8" CUT WIT C SURF EAR SILI MOUNTED S EAL T); CONE 13D 1 30" x 72" HOT PLATE HATCO #GRSBF-72-0 OWNER F.C. E.C. 1 208 10 - - - 6 C CONTROL, W/ $L NN G E ; REM PLUG THERMOSTAT W/ 16B 1 PREP S INK PREP TABLE W/ BUILT -IN RESTAURANT MAX #BVT -3060 OWNER F.C. F.C. - - - - - - PREP SINK I N ESS STEEL I N CLOO & UNDERSHE CABINET LVES P TABLE & 21"X16'X14 "D 21 1 STEAMER INTEK # 208 -8-3 OWNER F.C. E.C. 3 208 22 - - - - W/ STAND 26 1 10" DIPWELL DIP CO. OWNER F. P.C. - - - - 1/2" 1 1/16' - 2'-8° A.F.F. - ATTACHED TO STEEL ANGLE 27 2 PIZZA PREP KAIRAK #KRP -27S /CUSTOM OWNER F.C. E.C. 1 120 11.75 - - - - CUSTOM HEIGHT /FLAT TOP 33B 1 2 DOOR FREEZER CARRIER #EF48 OWNER F.C. E.C. 1 120 14.5 - - - _ TOP MOUNTED SELF - CONTAINED CONDENSER UNIT W/ EVAPORATOR, SS SIDES AND CASTERS: 9' CORD & PLUG PROVIDED. 1 WALK -IN COOLER KOLPAK OWNER F.C. E.C. - - - - - - - 7' -9" X 7' -9" X 8' -0'H O.A. DIM,W/ FLOOR; SET -UP BY CARPENTER; PRIMARY 38 1 WALK -IN CONDENSER KOLPAK OWNER F.C. E.G. 3 208 20 - - - - POWER & CONTROL WIRING BY EC; CONDENSATE DRAIN BY PC; START -UP BY OWNER REPRESENTATIVE - CONTACT: DWINA PHILLIPS 1.800.826.7036 - EXT. 1 WALK-IN EVAPORATOR KOLPAK OWNER F.C. E.C. 1 120 20 - - 3/4' - 5348 W/ REAR GAS CONNECTION PRESSURE REGULATOR, AND UPPER SHELF 39 1 (4) BURNER RANGE W/ OVEN SOUTHBEND P32D -XX OWNER F.C. P.C. 1 120 1 - - - 1' QUICK CONNECT & FLEXIBLE GAS CONNECTION PROVIDED BY VENDER; */ T CORD AND GROUNDED PLUG 41 1 DOUGH MIXER HOBART#P660 OWNER F.C. E.C. 3 208 20.0 - - - - 21/2 H.P. MOTOR; PROVIDE DISCONNECT SWITCH 53A 1 8 VALVE SODA DISPENSER CORNELIUS #CB2323SST OWNER F.C. PEPSI 1 120 1.0 - - 3/4" _ DROP -IN DISPENSER W/ EIGHT FAST FLOW OF -1 VALVES, 80 LB BIN; MIN. 6' CORD & MOULDED PLUG 53B 1 CARBONATOR CORNELIUS #1624 PEPSI PEPSI PEPSI 1 120 7.2 - 3/8' _ LOW PROFILE LARGE RESERVE W/ VENT CHECK VALVE; MIN. 6' CORD & MOULDED PLUG _ 1 SODA RACK CORNELIUS #2 -BI PEPSI PEPSI PEPSI - - - - - - - STACKED FOUR SHELF UNIT 56 1 PIZZA OVEN BAKERS PRIDE OWNER F.C. P.C. 1 120 15 - - - (2) 3/4' D O U BEE STA P OW DE RS FI VENDER K CONNECT & FLEXIBLE GAS 65 2 P.O.S. TERMINALS IBM OWNER OWNER OWNER 1 120 20 - - - - PROVIDED BY OWNER 68 1 SCALE PELOUZE #PS25FPX OWNER OWNER OWNER 1 120 12V DC - - - - PROVIDED BY OWNER; W/ MIN. 6' CORD & MOULDED PLUG 1 ICE CUBER ICE- O -MATIC #ICE0806 -W OWNER OWNER E.CJP.C. 1 208 9.8 - (2) 3/8' 3/4 ",1/2" - WATER - COOLED; WATER: 3/8" MAKER, 3/8" CONDENSER; DRAIN: 3/4" MAKER, 1/2' 72A CONDENSER: PROVIDE DISCONNECT SWITCH 1 ICE STORAGE BASE ICE- O -MATIC #B -55PS OWNER OWNER E.CJP.C. - - - - - 3/4' - 400LB STORAGE BASE 84 1 PIZZA OVEN HOOD BAKERS PRIDE #PB -248 OWNER HVAC HVAC - - - - - - - EYEBROW EXHAUST HOOD FOR ENCLOSED PIZZA OVEN 85 1 RANGE HOOD HALTON #KVE OWNER HVAC HVAC - - - - - - - 54" X 72" 88B 1 SALAD BIN 4 2/3 (2 WELL) MARSAL OWNER F.C. E.C. 1 120 6 _ - 1" _ SS. W/ 6' CORD & NEMA -5-15P PLUG SIZE: 2' -7°W x 2' -10 "D x 20 118 °H; 1° FLANGES SELF- CONTAINED BOTTOM. ALL 93B 1 SELF -SERVE REF. DISPLAY QBD #CTTU4834 OWNER F.C. E.C. 1 120 11 - - - - 48" X 25' OVERALL DIMENSION, W/ 8' CORD 94C 1 PAN STEAM - 82/3 (4 WELL) MARSAL OWNER F.C. E.CJP.C. 3 208 22 - 1/2' 1" - 4' -11 1/2 "L X 2' -7 "D OVERALL DIMENSION W /JUNCTION BOX 96 1 PIZZA RACK CHANNEL #PR -12 OWNER F.C. - - - - - - - - 34 °H X 22'W X 20 "D OVERALL DIMENSION W/ ALUMINUM WORK TOP 116A 1 18' X 48" SHELVING METRO #A1848NC OWNER F.C. - - - - - - - - 4 POST - CHROME FINISH 1 1►■ 1 ill It 1/ - 11 I ■l \'II l■ LIMO .Y /� Iiil le 1' //I I ■n I.S. 1 ®� 117L 1 24" X 60" SHELVING METRO #A2460NC OWNER F.C. - - - - - - - - 4 POST - CHROME FINISH 123 2 24" (1) TIER DIRECT MNT. SHELF METRO #1424NC OWNER F.C. - - - _ _ _ - - 1 - #1424NC SUPER ERECTA SHELF 2 - #1 WD14C CHROME SINGLE BRACKETS; 4 " -0' A.F.F. 111/. 1 ' 'r ( ") ^' " " -' "" " „" '- ■ /11 \ " ■n .`I►110■ 1\"/IICn r_1_ 1T /JI11►C111 1TCCl 11 ICL 126A 1 24' 2 -TIER POST WALL SHELVING METRO #1824NC OWNER F.C. - - - - - - - - #SW33C WALL MOUNT UNIT 126B 2 10" x 30 (1) FLOATING SHELF DANVER #FS30B OWNER F.C. - - - - - - - STAINLESSS STEEL SHELF 1111 II 11" 1 TIM ►�WV V.1'1 ►1I II VII11 1.111171118 .111111111 ■ \VII ■A I.S. Y! \1 "IE� 1W11. 1.1911117 ■I11Y 126D 1 48" 2-TIER POST WALL SHELVING METRO #1848NC OWNER F.C. - - - - - - - - #SW33C WALL MOUNT UNIT 132A 1 24" X 24' COOLER SHELF METROSEAL 11 #2424NK2 OWNER F.C. - - - - - - - - W/ (2) POSTS 132C 1 24' X 30' COOLER SHELF METROSEAL 11 #2430NK2 OWNER F.C. - - - - - - - - W/ (2) POSTS 132J 1 24' X 48' COOLER SHELF METROSEAL II #2448NK2 OWNER F.C. - - - - - - - - W/ (4) POSTS 132L 1 24'X54" COOLER SHELF METROSEAL 11 #2454NK2 OWNER F.C. - - - - - - - - W/ (4) POSTS 141 3 24' X 30" DUNNAGE RACK METRO #2430DRC OWNER F.C. - - - - - - - - (4) #SW33C POSTS 189 1 SAFE CSS OWNER F.C. - - - - - - - - BOLTED TO SLAB 3 RECEI .. E CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER 5 7 9 Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and al information contained hereon, Is the exclusive property of the Arches These documents may not be used or modified without the express written consent of Ai concerned patties. These documents may only be used in connection with the consWdion of the project identified hereon. The Sing of these documents with pubic officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a pubricatian of these documents. 11 II r 1• - I= NM I1M A -4 5.4i-Li �. DESTINATION LT-5A LT -6A SYMBOL PLURIS DOWNLIGHT (2 LAMPS) PLURIS DOWNLIGHT k101-1-ToOl1ER"f E'OEOOEB- OAt.i— LICIITINC KITCHEN LIGHTING AMERICAN FLUORESCENT UNDERCABINET LIGHTING BELFER LIGHTING SEAMLESS STRAIGHT & FIELD CURVABLE SYSTEM EMERGENCY LIGHT FIXTURES RECESSED EMERGENCY LIGHT FIXTURES EXIT SIGN LIGHTING WALK -IN COOLER LIGHTING PROVIDED WITH WALK-IN EXHAUST HOOD LIGHTING PROVIDED W/ HOOD LAMP: 50W MAX EACH 48" LAMP - F40 -T12 -CWRS T12 HO 60W FIXTURE: PLURIS ICL MR16 SPECIFICATION FIXTURE: PLURIS ICL MR16 W/ TEMPERED LENSES VM 1Pi TIIIPLG TWilE Cr 12W 1 rim 48" FIXTURE - DAY - BRITE# 2TG8332 -01 -UNV -1 (2 BULB) 48" FIXTURE - DAY - BRITE# 2TG8332 -01 - 120 -1 /3EB NIGHT LIGHT 21" COMPACT FLUORESCENT FIXTURE #TNE113 LAMP: 13W T5 21 12- 9/32" COMPACT FLUORESCENT FIXTURE #TNE108 LAMP: 8W T5 12 COMPACT FLUORESCENT (8" L) 2801 FX2- 9 -1 -H-8 LAMP: CF9 /35K EMERGENCY DUALLITE EZ -2 MIRRORLITE #MIRSD-50- LC- 2H -U -RI EXIT LXURWE'LED" - EXIT LIGHT SINGLE BULB INCANDESCENT FIXTURE 100W INCANDESCENT LAMP 4' (2) BULB VAPOR PROOF FLORESCENT FIXTURE SINGLE BULB INCANDESCENT FIXTURE 100W INCANDESCENT LAMP 2 punter • LT -10 A '±x,?* :?.fie: REFLECTED CEILING PLAN SCALE: 1/4" =1' -0" LIGHTOLIER PROSPEC LINEAR DOWNLIGHT (2 LAMP) SNEEZEGUARD LIGHTING PIZZA HOT PLATE HALOGEN HEAT LAMP - 300W STEAM HALOGEN HEAT LAMP - 300W REFRIGERATED/ ICE BIN UNIT LAMPS - 50W AMP El El El 6 INSTALL NEW 'LT -2', 'LT -2A', AND 'LT -6A' UGHT FIXTURES. INSTALL NEW 'LT -5' LIGHT FIXTURES IN LIGHT COVE ABOVE. INSTALL NEW STOREFRONT SIGN. SEE ELEVATION 1/A-6 & 8 9 10 m lE INSTALL NEW G.W.B. CEILING @12' -10" A.F.F. PAINT 'P1', INCLUDING RECESSED FIXTURE TRIM RINGS AND HVAC GRILLS. INSTALL NEW G.W.B. CEILING @ 9' -0" A.F.F. PAINT '1 INCLUDING RECESSED FIXTURE TRIM RINGS AND HVAC GRILLS. INSTALL NEW 2' x 4' ACOUSTICAL CEILING 'CG' & 'CT2' 10' -" A.F.F. INSTALL 'LT -4' UGHT FIXTURES. BOTTOM OF OVEN HOOD © 7' -0" A.F.F. SEE DETAIL 51A-8 INSTALL CURVED GLASS MENUBOARD SUSPENDED @ T -0" A.F.F. SEE DETAILS: 2/A-9 & 31A-9. INSTALL CIRCULAR STEEL FRAME & RESIN STRIP DESIGN ELEMENT SUSPENDED @ 9' -0" A.F.F. SEE DETAILS ON SHEET DETAIL 3/A -11. TENANTS LEASE SPACE TO BE FULLY SPRINKLED. SPRINKLER HEADS TO BE FULLY RECESSED AND PAINTED TO MATCH ADJACENT CEILING. INSTALL L.L. REQUIRED BUMP -OUT ALONG WALL TO CONNECT COUNTER AND SOFFIT. WRAP WITH'C1' SOLID SURFACE. INSTALL SOFFIT @ 12'-0' A.F.F. FINISH W /'C1' SOLID SURFACE; SEE DETAIL 1/A -11. NOTE: ALL HVAC GRILLES, ETC ON CEILING TO BE PAINTED TO MATCH ADJACENT CEILING. 4 U 0 w NOTE: TIE TWO ADJACENT WALL TO CEIUNG MAIN AND CROSS RUNNERS -0 —0 O O o 9 0 8' 0 0 , 4' -0" 12'-0' O.C. i 3/8' MIN. CLEAR CROSS OR MAIN RUNNER MAX. PLAN ELEVATION .-. A MEN. - SEISMIC SUSPENDED CEILING DETAIL SCALE: N.T.S. WIRE TIE DETAILS SCALE: N.T.S. w 12 GA. HANGER WIRE. 4' -0" O.C. NO POP RIVETS ACOUSTICAL BOARD 8" MAX. SEISMIC SUSPENDED CEILING DETAIL SEISMIC SUSPENDED CEILING D SCALE: N.T.S. GWB CEILING 1/8' POP RIVET AT ALL MEMBERS ONE WALL 3/8' MAIN RUNNER OR CROSS TEE ANNULAR RING NAIL HORIZONTAL STRUT AT UNATTACHED WALL PROVIDE SPACE AT ALL MEMBERS AT OPPOSING WALL SEISMIC BRACING: 4 DIAG. WIRES WITHIN 2" OF TEE CROSSING EA. 1• F. 1 1/2" CHANNELS 4'-0" O.C. MAX SUSPENDED CEILING NOTES: (ALL HANGERS TO BE #8 GALV. WIRE @ 2' -0" O.C. IF CEILING SYSTEMS ARE CONNECTED TO PARTMONS) A. PROVIDE LATERAL SUPPORT WITH NO. 12 GA. WIRES SPLAYED IN 4 DIRECTIONS, 90 DEGREES APART. CONNECT AT MAIN RUNNER WITH 2' -0" OF CROSSRUNNER AND TO STRUCTURE ABOVE AT ANGLE NOT TO EXCEED 45 DEGREES FROM PLANE OF CEILING. THESE LATERAL SUPPORTS TO BE 12' -0' O.C. WITH FIRST POINT 4' -0" FROM EACH WALL. B. ALLOWANCE TO BE PROVIDED FOR LATERAL MOVEMENT OF SYSTEM. MAIN AND CROSS RUNNERS MAY BE ATTACHED TO ADJACENT WALLS WITH CLEARANCE BETWEEN WALL AND RUNNER AT REMAINING 2 WALLS. LIGHT FIXTURES RECESSED NOT OVER 56 LBS. AND PENDANT NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEIUNG SYSTEM RUNNERS WITH SCREWS OR BOLTS. AIR DIFFUSERS NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS. C. AIR DIFFUSERS NOT OVER 30 LBS. RECEIVING NO EXTRA LOAD FROM DUCTWORK MAY BE POSITIVELY ATTACHED TO CEILING WITH SCREWS OR BOLTS. LIGHTING FIXTURES, FURNISH AND INSTALL COMPLETE WITH LAMPS, BALLAST AND REQUIRED MOUNTING HARDWARE. PRIOR TO ORDERING FIXTURES, VERIFY MOUNTING METHODS AND FINISHES. ALL FLUORESCENT FIXTURES MOUNTED IN T BAR CEILINGS TO BE INDEPENDENTLY SUSPENDED WITH 2 #10 STEEL WIRES DIAGONALLY. INSTALLATIONS IN FIRE -RATED AREAS TO BE DONE ACCORDING TO CODE REQUIREMENTS. D. CONTRACTOR TO PROVIDE COMPRESSION STRUT AT 12' -0" O.C. 8" MAX. HANGER SPACING 4' -0" O.C. MAX METAL FURRING CHANNEL CLIP 8 GA. WIRE TIES. PROVIDE MIN (3) LAPS AROUND WIRE AND (1) LAP AROUND TRACK 12 GA. SUPPORT WIRE DRILL 3/32" HOLE AND INSTALL BOLT & LOCKING NUT 12 GA. SPLAYED SUPPORT WIRES 45° MAX. MAIN RUNNER EMT SLEEVE-SLOT END OF TUBE TO FIT RUNNER CROSS RUNNER STEEL BEAM WIRE TIE (ai PARTMON STEEL BEAM BOTTOM CHORD "HILT. CLIP OR EQUAL HANGER WIRE (TEST FOR 200 LBS.) STL. STRAP 1"x2" LONG x 12 GA. BRACING WIRE (TEST FOR 440 LBS.) POWER ACTUATED FASTENER STL. STRAP 15:2" LONG x 12 GA. MIN. (3) LAPS AT WIRE TIE BRACING WIRE HANGER WIRE RIGID DECK METAL DECK 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" Po& .d15 (2) #8 SELF - TAPPING SCREWS PER 3'x4 "x 12 GA. STRAP STEEL DECK (a? ROOF STEEL DECK W/ LT. WT. CONC. FILL EMT COMPRESSION STRUT AT SPLAYED WIRES, SIZES AS FOLLOWS: DIAM MAX. HT. 1/2" 4'-0" 5' -2" 6' -6" 8'-6" 9' -10" 12' -7" 16' -6" 20' -2" 26' -0" �� D FOR COMPLIANCE APPROVED APR - 2 2008 CityCWILIkhqa B : - Z: D IV sJ. N RECEI'v ED CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER 1 0 1 3 5 7 9 11 1/4" = 1 Copyrighted 2007. Ai rights reserved. These drawings were prepared by DTM Architect at the request of Shand for AnCor, Inc. use, and al Inform:dim contained hereon, Is the exclusive property of the Architect. These documents may not be used or modified without the express written consent of Al concerned parties. These documents may only be used In connection wiIh the construction of the project identified hereon. The Sing of these documents with pubic officials or others so as to secure permits and permissions for the construction of the project Identified hereon shall not coos-kite a publication of these documents. 0 O J tvi tel CC Z 2 co =Lt_ W f I _ WC/) H CO D C O ~ Lil N PROJECT NUMBER 3234A REV DATE BY NOTES Q 01 -10-08 KL Re -issue A 01 -10-08 MKH AnCor Changes A 03 -18-08 BC Landlord's comments DRAWN BY: DBE CHECKED BY: TL / DTM DATE: 10 -25-07 J 5.4i-Li �. DESTINATION LT-5A LT -6A SYMBOL PLURIS DOWNLIGHT (2 LAMPS) PLURIS DOWNLIGHT k101-1-ToOl1ER"f E'OEOOEB- OAt.i— LICIITINC KITCHEN LIGHTING AMERICAN FLUORESCENT UNDERCABINET LIGHTING BELFER LIGHTING SEAMLESS STRAIGHT & FIELD CURVABLE SYSTEM EMERGENCY LIGHT FIXTURES RECESSED EMERGENCY LIGHT FIXTURES EXIT SIGN LIGHTING WALK -IN COOLER LIGHTING PROVIDED WITH WALK-IN EXHAUST HOOD LIGHTING PROVIDED W/ HOOD LAMP: 50W MAX EACH 48" LAMP - F40 -T12 -CWRS T12 HO 60W FIXTURE: PLURIS ICL MR16 SPECIFICATION FIXTURE: PLURIS ICL MR16 W/ TEMPERED LENSES VM 1Pi TIIIPLG TWilE Cr 12W 1 rim 48" FIXTURE - DAY - BRITE# 2TG8332 -01 -UNV -1 (2 BULB) 48" FIXTURE - DAY - BRITE# 2TG8332 -01 - 120 -1 /3EB NIGHT LIGHT 21" COMPACT FLUORESCENT FIXTURE #TNE113 LAMP: 13W T5 21 12- 9/32" COMPACT FLUORESCENT FIXTURE #TNE108 LAMP: 8W T5 12 COMPACT FLUORESCENT (8" L) 2801 FX2- 9 -1 -H-8 LAMP: CF9 /35K EMERGENCY DUALLITE EZ -2 MIRRORLITE #MIRSD-50- LC- 2H -U -RI EXIT LXURWE'LED" - EXIT LIGHT SINGLE BULB INCANDESCENT FIXTURE 100W INCANDESCENT LAMP 4' (2) BULB VAPOR PROOF FLORESCENT FIXTURE SINGLE BULB INCANDESCENT FIXTURE 100W INCANDESCENT LAMP 2 punter • LT -10 A '±x,?* :?.fie: REFLECTED CEILING PLAN SCALE: 1/4" =1' -0" LIGHTOLIER PROSPEC LINEAR DOWNLIGHT (2 LAMP) SNEEZEGUARD LIGHTING PIZZA HOT PLATE HALOGEN HEAT LAMP - 300W STEAM HALOGEN HEAT LAMP - 300W REFRIGERATED/ ICE BIN UNIT LAMPS - 50W AMP El El El 6 INSTALL NEW 'LT -2', 'LT -2A', AND 'LT -6A' UGHT FIXTURES. INSTALL NEW 'LT -5' LIGHT FIXTURES IN LIGHT COVE ABOVE. INSTALL NEW STOREFRONT SIGN. SEE ELEVATION 1/A-6 & 8 9 10 m lE INSTALL NEW G.W.B. CEILING @12' -10" A.F.F. PAINT 'P1', INCLUDING RECESSED FIXTURE TRIM RINGS AND HVAC GRILLS. INSTALL NEW G.W.B. CEILING @ 9' -0" A.F.F. PAINT '1 INCLUDING RECESSED FIXTURE TRIM RINGS AND HVAC GRILLS. INSTALL NEW 2' x 4' ACOUSTICAL CEILING 'CG' & 'CT2' 10' -" A.F.F. INSTALL 'LT -4' UGHT FIXTURES. BOTTOM OF OVEN HOOD © 7' -0" A.F.F. SEE DETAIL 51A-8 INSTALL CURVED GLASS MENUBOARD SUSPENDED @ T -0" A.F.F. SEE DETAILS: 2/A-9 & 31A-9. INSTALL CIRCULAR STEEL FRAME & RESIN STRIP DESIGN ELEMENT SUSPENDED @ 9' -0" A.F.F. SEE DETAILS ON SHEET DETAIL 3/A -11. TENANTS LEASE SPACE TO BE FULLY SPRINKLED. SPRINKLER HEADS TO BE FULLY RECESSED AND PAINTED TO MATCH ADJACENT CEILING. INSTALL L.L. REQUIRED BUMP -OUT ALONG WALL TO CONNECT COUNTER AND SOFFIT. WRAP WITH'C1' SOLID SURFACE. INSTALL SOFFIT @ 12'-0' A.F.F. FINISH W /'C1' SOLID SURFACE; SEE DETAIL 1/A -11. NOTE: ALL HVAC GRILLES, ETC ON CEILING TO BE PAINTED TO MATCH ADJACENT CEILING. 4 U 0 w NOTE: TIE TWO ADJACENT WALL TO CEIUNG MAIN AND CROSS RUNNERS -0 —0 O O o 9 0 8' 0 0 , 4' -0" 12'-0' O.C. i 3/8' MIN. CLEAR CROSS OR MAIN RUNNER MAX. PLAN ELEVATION .-. A MEN. - SEISMIC SUSPENDED CEILING DETAIL SCALE: N.T.S. WIRE TIE DETAILS SCALE: N.T.S. w 12 GA. HANGER WIRE. 4' -0" O.C. NO POP RIVETS ACOUSTICAL BOARD 8" MAX. SEISMIC SUSPENDED CEILING DETAIL SEISMIC SUSPENDED CEILING D SCALE: N.T.S. GWB CEILING 1/8' POP RIVET AT ALL MEMBERS ONE WALL 3/8' MAIN RUNNER OR CROSS TEE ANNULAR RING NAIL HORIZONTAL STRUT AT UNATTACHED WALL PROVIDE SPACE AT ALL MEMBERS AT OPPOSING WALL SEISMIC BRACING: 4 DIAG. WIRES WITHIN 2" OF TEE CROSSING EA. 1• F. 1 1/2" CHANNELS 4'-0" O.C. MAX SUSPENDED CEILING NOTES: (ALL HANGERS TO BE #8 GALV. WIRE @ 2' -0" O.C. IF CEILING SYSTEMS ARE CONNECTED TO PARTMONS) A. PROVIDE LATERAL SUPPORT WITH NO. 12 GA. WIRES SPLAYED IN 4 DIRECTIONS, 90 DEGREES APART. CONNECT AT MAIN RUNNER WITH 2' -0" OF CROSSRUNNER AND TO STRUCTURE ABOVE AT ANGLE NOT TO EXCEED 45 DEGREES FROM PLANE OF CEILING. THESE LATERAL SUPPORTS TO BE 12' -0' O.C. WITH FIRST POINT 4' -0" FROM EACH WALL. B. ALLOWANCE TO BE PROVIDED FOR LATERAL MOVEMENT OF SYSTEM. MAIN AND CROSS RUNNERS MAY BE ATTACHED TO ADJACENT WALLS WITH CLEARANCE BETWEEN WALL AND RUNNER AT REMAINING 2 WALLS. LIGHT FIXTURES RECESSED NOT OVER 56 LBS. AND PENDANT NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEIUNG SYSTEM RUNNERS WITH SCREWS OR BOLTS. AIR DIFFUSERS NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS. C. AIR DIFFUSERS NOT OVER 30 LBS. RECEIVING NO EXTRA LOAD FROM DUCTWORK MAY BE POSITIVELY ATTACHED TO CEILING WITH SCREWS OR BOLTS. LIGHTING FIXTURES, FURNISH AND INSTALL COMPLETE WITH LAMPS, BALLAST AND REQUIRED MOUNTING HARDWARE. PRIOR TO ORDERING FIXTURES, VERIFY MOUNTING METHODS AND FINISHES. ALL FLUORESCENT FIXTURES MOUNTED IN T BAR CEILINGS TO BE INDEPENDENTLY SUSPENDED WITH 2 #10 STEEL WIRES DIAGONALLY. INSTALLATIONS IN FIRE -RATED AREAS TO BE DONE ACCORDING TO CODE REQUIREMENTS. D. CONTRACTOR TO PROVIDE COMPRESSION STRUT AT 12' -0" O.C. 8" MAX. HANGER SPACING 4' -0" O.C. MAX METAL FURRING CHANNEL CLIP 8 GA. WIRE TIES. PROVIDE MIN (3) LAPS AROUND WIRE AND (1) LAP AROUND TRACK 12 GA. SUPPORT WIRE DRILL 3/32" HOLE AND INSTALL BOLT & LOCKING NUT 12 GA. SPLAYED SUPPORT WIRES 45° MAX. MAIN RUNNER EMT SLEEVE-SLOT END OF TUBE TO FIT RUNNER CROSS RUNNER STEEL BEAM WIRE TIE (ai PARTMON STEEL BEAM BOTTOM CHORD "HILT. CLIP OR EQUAL HANGER WIRE (TEST FOR 200 LBS.) STL. STRAP 1"x2" LONG x 12 GA. BRACING WIRE (TEST FOR 440 LBS.) POWER ACTUATED FASTENER STL. STRAP 15:2" LONG x 12 GA. MIN. (3) LAPS AT WIRE TIE BRACING WIRE HANGER WIRE RIGID DECK METAL DECK 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" Po& .d15 (2) #8 SELF - TAPPING SCREWS PER 3'x4 "x 12 GA. STRAP STEEL DECK (a? ROOF STEEL DECK W/ LT. WT. CONC. FILL EMT COMPRESSION STRUT AT SPLAYED WIRES, SIZES AS FOLLOWS: DIAM MAX. HT. 1/2" 4'-0" 5' -2" 6' -6" 8'-6" 9' -10" 12' -7" 16' -6" 20' -2" 26' -0" �� D FOR COMPLIANCE APPROVED APR - 2 2008 CityCWILIkhqa B : - Z: D IV sJ. N RECEI'v ED CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER 1 0 1 3 5 7 9 11 1/4" = 1 Copyrighted 2007. Ai rights reserved. These drawings were prepared by DTM Architect at the request of Shand for AnCor, Inc. use, and al Inform:dim contained hereon, Is the exclusive property of the Architect. These documents may not be used or modified without the express written consent of Al concerned parties. These documents may only be used In connection wiIh the construction of the project identified hereon. The Sing of these documents with pubic officials or others so as to secure permits and permissions for the construction of the project Identified hereon shall not coos-kite a publication of these documents. 0 O J tvi tel CC Z 2 co =Lt_ W f I _ WC/) H CO D C O ~ Lil N CEILING PLAN 5.4i-Li �. DESTINATION LT-5A LT -6A SYMBOL PLURIS DOWNLIGHT (2 LAMPS) PLURIS DOWNLIGHT k101-1-ToOl1ER"f E'OEOOEB- OAt.i— LICIITINC KITCHEN LIGHTING AMERICAN FLUORESCENT UNDERCABINET LIGHTING BELFER LIGHTING SEAMLESS STRAIGHT & FIELD CURVABLE SYSTEM EMERGENCY LIGHT FIXTURES RECESSED EMERGENCY LIGHT FIXTURES EXIT SIGN LIGHTING WALK -IN COOLER LIGHTING PROVIDED WITH WALK-IN EXHAUST HOOD LIGHTING PROVIDED W/ HOOD LAMP: 50W MAX EACH 48" LAMP - F40 -T12 -CWRS T12 HO 60W FIXTURE: PLURIS ICL MR16 SPECIFICATION FIXTURE: PLURIS ICL MR16 W/ TEMPERED LENSES VM 1Pi TIIIPLG TWilE Cr 12W 1 rim 48" FIXTURE - DAY - BRITE# 2TG8332 -01 -UNV -1 (2 BULB) 48" FIXTURE - DAY - BRITE# 2TG8332 -01 - 120 -1 /3EB NIGHT LIGHT 21" COMPACT FLUORESCENT FIXTURE #TNE113 LAMP: 13W T5 21 12- 9/32" COMPACT FLUORESCENT FIXTURE #TNE108 LAMP: 8W T5 12 COMPACT FLUORESCENT (8" L) 2801 FX2- 9 -1 -H-8 LAMP: CF9 /35K EMERGENCY DUALLITE EZ -2 MIRRORLITE #MIRSD-50- LC- 2H -U -RI EXIT LXURWE'LED" - EXIT LIGHT SINGLE BULB INCANDESCENT FIXTURE 100W INCANDESCENT LAMP 4' (2) BULB VAPOR PROOF FLORESCENT FIXTURE SINGLE BULB INCANDESCENT FIXTURE 100W INCANDESCENT LAMP 2 punter • LT -10 A '±x,?* :?.fie: REFLECTED CEILING PLAN SCALE: 1/4" =1' -0" LIGHTOLIER PROSPEC LINEAR DOWNLIGHT (2 LAMP) SNEEZEGUARD LIGHTING PIZZA HOT PLATE HALOGEN HEAT LAMP - 300W STEAM HALOGEN HEAT LAMP - 300W REFRIGERATED/ ICE BIN UNIT LAMPS - 50W AMP El El El 6 INSTALL NEW 'LT -2', 'LT -2A', AND 'LT -6A' UGHT FIXTURES. INSTALL NEW 'LT -5' LIGHT FIXTURES IN LIGHT COVE ABOVE. INSTALL NEW STOREFRONT SIGN. SEE ELEVATION 1/A-6 & 8 9 10 m lE INSTALL NEW G.W.B. CEILING @12' -10" A.F.F. PAINT 'P1', INCLUDING RECESSED FIXTURE TRIM RINGS AND HVAC GRILLS. INSTALL NEW G.W.B. CEILING @ 9' -0" A.F.F. PAINT '1 INCLUDING RECESSED FIXTURE TRIM RINGS AND HVAC GRILLS. INSTALL NEW 2' x 4' ACOUSTICAL CEILING 'CG' & 'CT2' 10' -" A.F.F. INSTALL 'LT -4' UGHT FIXTURES. BOTTOM OF OVEN HOOD © 7' -0" A.F.F. SEE DETAIL 51A-8 INSTALL CURVED GLASS MENUBOARD SUSPENDED @ T -0" A.F.F. SEE DETAILS: 2/A-9 & 31A-9. INSTALL CIRCULAR STEEL FRAME & RESIN STRIP DESIGN ELEMENT SUSPENDED @ 9' -0" A.F.F. SEE DETAILS ON SHEET DETAIL 3/A -11. TENANTS LEASE SPACE TO BE FULLY SPRINKLED. SPRINKLER HEADS TO BE FULLY RECESSED AND PAINTED TO MATCH ADJACENT CEILING. INSTALL L.L. REQUIRED BUMP -OUT ALONG WALL TO CONNECT COUNTER AND SOFFIT. WRAP WITH'C1' SOLID SURFACE. INSTALL SOFFIT @ 12'-0' A.F.F. FINISH W /'C1' SOLID SURFACE; SEE DETAIL 1/A -11. NOTE: ALL HVAC GRILLES, ETC ON CEILING TO BE PAINTED TO MATCH ADJACENT CEILING. 4 U 0 w NOTE: TIE TWO ADJACENT WALL TO CEIUNG MAIN AND CROSS RUNNERS -0 —0 O O o 9 0 8' 0 0 , 4' -0" 12'-0' O.C. i 3/8' MIN. CLEAR CROSS OR MAIN RUNNER MAX. PLAN ELEVATION .-. A MEN. - SEISMIC SUSPENDED CEILING DETAIL SCALE: N.T.S. WIRE TIE DETAILS SCALE: N.T.S. w 12 GA. HANGER WIRE. 4' -0" O.C. NO POP RIVETS ACOUSTICAL BOARD 8" MAX. SEISMIC SUSPENDED CEILING DETAIL SEISMIC SUSPENDED CEILING D SCALE: N.T.S. GWB CEILING 1/8' POP RIVET AT ALL MEMBERS ONE WALL 3/8' MAIN RUNNER OR CROSS TEE ANNULAR RING NAIL HORIZONTAL STRUT AT UNATTACHED WALL PROVIDE SPACE AT ALL MEMBERS AT OPPOSING WALL SEISMIC BRACING: 4 DIAG. WIRES WITHIN 2" OF TEE CROSSING EA. 1• F. 1 1/2" CHANNELS 4'-0" O.C. MAX SUSPENDED CEILING NOTES: (ALL HANGERS TO BE #8 GALV. WIRE @ 2' -0" O.C. IF CEILING SYSTEMS ARE CONNECTED TO PARTMONS) A. PROVIDE LATERAL SUPPORT WITH NO. 12 GA. WIRES SPLAYED IN 4 DIRECTIONS, 90 DEGREES APART. CONNECT AT MAIN RUNNER WITH 2' -0" OF CROSSRUNNER AND TO STRUCTURE ABOVE AT ANGLE NOT TO EXCEED 45 DEGREES FROM PLANE OF CEILING. THESE LATERAL SUPPORTS TO BE 12' -0' O.C. WITH FIRST POINT 4' -0" FROM EACH WALL. B. ALLOWANCE TO BE PROVIDED FOR LATERAL MOVEMENT OF SYSTEM. MAIN AND CROSS RUNNERS MAY BE ATTACHED TO ADJACENT WALLS WITH CLEARANCE BETWEEN WALL AND RUNNER AT REMAINING 2 WALLS. LIGHT FIXTURES RECESSED NOT OVER 56 LBS. AND PENDANT NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEIUNG SYSTEM RUNNERS WITH SCREWS OR BOLTS. AIR DIFFUSERS NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS. C. AIR DIFFUSERS NOT OVER 30 LBS. RECEIVING NO EXTRA LOAD FROM DUCTWORK MAY BE POSITIVELY ATTACHED TO CEILING WITH SCREWS OR BOLTS. LIGHTING FIXTURES, FURNISH AND INSTALL COMPLETE WITH LAMPS, BALLAST AND REQUIRED MOUNTING HARDWARE. PRIOR TO ORDERING FIXTURES, VERIFY MOUNTING METHODS AND FINISHES. ALL FLUORESCENT FIXTURES MOUNTED IN T BAR CEILINGS TO BE INDEPENDENTLY SUSPENDED WITH 2 #10 STEEL WIRES DIAGONALLY. INSTALLATIONS IN FIRE -RATED AREAS TO BE DONE ACCORDING TO CODE REQUIREMENTS. D. CONTRACTOR TO PROVIDE COMPRESSION STRUT AT 12' -0" O.C. 8" MAX. HANGER SPACING 4' -0" O.C. MAX METAL FURRING CHANNEL CLIP 8 GA. WIRE TIES. PROVIDE MIN (3) LAPS AROUND WIRE AND (1) LAP AROUND TRACK 12 GA. SUPPORT WIRE DRILL 3/32" HOLE AND INSTALL BOLT & LOCKING NUT 12 GA. SPLAYED SUPPORT WIRES 45° MAX. MAIN RUNNER EMT SLEEVE-SLOT END OF TUBE TO FIT RUNNER CROSS RUNNER STEEL BEAM WIRE TIE (ai PARTMON STEEL BEAM BOTTOM CHORD "HILT. CLIP OR EQUAL HANGER WIRE (TEST FOR 200 LBS.) STL. STRAP 1"x2" LONG x 12 GA. BRACING WIRE (TEST FOR 440 LBS.) POWER ACTUATED FASTENER STL. STRAP 15:2" LONG x 12 GA. MIN. (3) LAPS AT WIRE TIE BRACING WIRE HANGER WIRE RIGID DECK METAL DECK 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" Po& .d15 (2) #8 SELF - TAPPING SCREWS PER 3'x4 "x 12 GA. STRAP STEEL DECK (a? ROOF STEEL DECK W/ LT. WT. CONC. FILL EMT COMPRESSION STRUT AT SPLAYED WIRES, SIZES AS FOLLOWS: DIAM MAX. HT. 1/2" 4'-0" 5' -2" 6' -6" 8'-6" 9' -10" 12' -7" 16' -6" 20' -2" 26' -0" �� D FOR COMPLIANCE APPROVED APR - 2 2008 CityCWILIkhqa B : - Z: D IV sJ. N RECEI'v ED CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER 1 0 1 3 5 7 9 11 1/4" = 1 Copyrighted 2007. Ai rights reserved. These drawings were prepared by DTM Architect at the request of Shand for AnCor, Inc. use, and al Inform:dim contained hereon, Is the exclusive property of the Architect. These documents may not be used or modified without the express written consent of Al concerned parties. These documents may only be used In connection wiIh the construction of the project identified hereon. The Sing of these documents with pubic officials or others so as to secure permits and permissions for the construction of the project Identified hereon shall not coos-kite a publication of these documents. 0 O J tvi tel CC Z 2 co =Lt_ W f I _ WC/) H CO D C O ~ Lil N ARRO – TWORK 13'-3" KITCHEN gEsffiroo SERVING elMN SERVING /KITCHEN ELEVATION SCALE: 1/4" =1 KITCHE SCALE: 114 " = 1' -0' LAGUNA CREAM STONE TILE (OR LL APPROVED MATERIAL) A -6 T1 3' -0" STOREFRONT ELEVATION SCALE: 1/4° = 1' -0" LEASE LINE ---1 LAGIJNA CREAM STONE TILE (OR LL A P PROVED MATRIAL) SCALE: 1/4° = 1' -0" RIGHT SERVING AREA SECTION 5'-0" 4 1131 0 CIO ROUND COUNTER PLYWOOD BLOCKING Q IP LINE 1 0 LEASE LINE I KITCHEN ELEVATION SCALE: 1/4" =1' -0" LANDLORD TO APPLY GRAPHIC SIGNAGE BY $Q1JARE PEG DESIGN ON TYPE -4 DRYWALL ( tfigo SIGN BOX SEE DETAIL t1 /A-6 LANDLORD TO INSTALL LAGUNA CREAM STONE TILE (OR LL-APPROVED MATERIAL.) ON FRONT FACE OF COLUMN COVER (NM ROUND COUNTER SERVING AREA ELEVATION SCALE: 1/4" =1' -0" TENANT COUNTERTOP (DASHED) TENANT LEASE LINE SUSPENDED CEILING ELEMENT WATER HEATHER MOP SINK 1 123 TTTTI 0 LAGUNA CREAM STONE T LE (OR LL- APPROVED MATERIAL) TO BE PROCURED BY LANDLORD FOR TENANTS USE. INSTALLATION OF STONE me AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANTS RESPONSIBILITY. (TYP) TENANT TO FURNISH SIGNAGE INSERT LANDLORD FURNISHED SIGNAGE FRAME AND SUPPORT ELEMENTS INSET two (DEMISING WALL SEE DETAIL i11A- EXTEND ALUM TRIM TO BACK OF i.lOUSE ENTRY PARTITION BY TENANT SY TER AN ELEVATION - LANDLORD TILE LAYOUT SCALE: N.T.S. 8 A -6 ALUM. REVEAL. BY TENANT DETAI.. A TENANT DEMISING WALL: LANDLORD SHALL INSTALL 6" METAL STUDS SLAB TO SLAB - TENANT SHALL Ft,1RNISH AND INSTALL TYPE *X" GYPSUM BOARD AND APPROVED WALL FINISH SECTION DETAIL AT NEUTRAL PIER PLAN OF NEUTRAL PIER ELECTRICAL PANELS PLYWOOD BLOCKING IAGUNA CREAM STONE TILE (OR U,- APPROVED MATERIAL) ON FAce OF NEUTRAE. PIER SY LANDLORD LAGUNA CREAM M STONE TILE (OR LL- APPROVED MATERIAL) GAP SY LANDLORD - TOP OF WALL AT 2.6" x.F.F LAGUNA CREAM STONE TILE (OR I,L•APPEtQVED MATEt1AL) TO BE PROCURED BY LANDLORD FOR TENWPS usa, INSTAL4ATrO 4 OF STONE TILE AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANT'S RESPONSIBILITY, (SEE NEUTRAL PIER ME ELEVATIONS) CEMENTICIQUS (GREEN) BOARD COVE AS PER HEALTH DEPT KITCHEN ELEVATION SCALE: 1/4" =1' -0" poe o76 Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Shane for AnCor, Inc. use, and al Enfonnat on cor>Iained hereon, is the exclusive property of the Architect. These documents may not be used or modified without the express written consent of AI cancemed parties These documents may only be used in connection with the construction of the project identified hereon. The fling of these documents with public officials or others so as to secure permits LEASE LINE TENANT COL/N ER 1/4" = 1 0 DEMISING LASE LINE REMAINING PORTION OF DEMISING PARTITION FINISHED D SY TENANT REVEAL. BY TENANT a^ISNAGE CONTRACTOR TO DETERMINE FINAI. SPACING FOR PIPES - CONSE3LT WITH LANDLORD FOR PEAL APPROVAL WOOD TRIM AT 8'•2° A.F .1;. SY LANDLORD LACUNA CREAM STONE TILE OR LL- APPROVED to T ERIAL) CAP SY LANDLORD - TOP OF WALL AT - ER, Cove t3?..SIr PER HEALTH DEPT LEASE LINE TENANT COUNTER REVI D FOR CODE COMPLIANCE APPROVED APR - 2 2008 City Of Tukwila B ILDING DIVISION DESIGNATION SPECIFICATION DESIGNATION SPECIFICATION 4 "H X 12'W PORCELAIN TILES BA PENTAL TILE - PARC- CHARCOAL BLACK MATTE TERAGREN BAMBOO LAMINATE CARAMELIZED FLAT GRAIN GRAIN, UNFINISHED STAIN RED TO MATCH 'C2', VARNISH BACK - PAINTED WHITE (MENUBOARD) ACOUSTICAL SUSPENSION SYSTEM USG "DONN DX" ADVANTAGE SERIES 2' x 4' x 1/2" ACOUSTICAL CEILING TILES USG #3270: SHEETROCK LAY -IN CEILING PANEL CLIMAPLUS; EDGE: SQ; COLOR: WHITE 5/8" FIRE RESISTANT GYPSUM DRYWALL GEORGIA PACIFIC OR EQUAL 3/4" x 3/4" STAINLESS STEEL MOSAIC TILES NORBERRY TILES 12x12 SHEETS 5/8" x 1 7/8" PORCELAIN TILES PENTAL TILE - PARC BLUETOOTH CHARCOAL BLACK, 12 x 12 SHEETS 12" X 24" PORCELAIN TILES PENTAL TILE - PARC- CHARCOAL BLACK MATTE en x 6" QUARRY TILE - DAL TILE #0T03 COLOR: ASHEN GREY WALL TILE GROUT - LATICRETE #22 COLOR: MIDNIGHT BLACK FLOOR TILE GROUT - LATICRETE #89 COLOR: SMOKEY GREY 20 GA. STAINLESS STEEL PANEL 90° 1/2" x 1/2° ANGLE OUTWATER PLASTICS PART #ALU269 - SATIN CHROME FINISH PAINT - BENJAMIN MOORE: CLASSIC COLORS COLOR: #HC -167 AMHERST GRAY SERVING AREA CEILING (EGGSHELL) SERVICE COUNTERTOP - 1/2" DUPONT CORIAN COLOR: ANTARCTICA SERVICE COUNTERTOP - 3/4" DUPONT ZODIAQ COLOR: INDUS RED SERVICE COUNTERTOP -1/2" DUPONT CORIAN COLOR: NOCTURNE FIBERGLASS REINFORCED PANELS - KEMLITE CO.69R: WHITE 3FORM RESIN PANELS - CHROMA COLOR: GRASS INFUSED GAUGE; 1/2" FINISH: RENEWABLE MATTE SCHLUTER 'DILEX -EHK' STAINLESS STEEL COVE - SHAPED PROFILE STAINLESS STEEL MESH - to be decided 1/2° TEMPERED GLASS, FROSTED CHAMFERED EDGES SC_ — P � ■ _ . . 5"1-I x 6"W QUARRY TILE COVE BASE - DAL TILIF,EIGIWD COLOR: ASHEN GREY CITY OF TUKWI MR 2 4 200 PERMIT CENTER 3 5 7 9 11 11 II N — I= MI MI permissions for the construction of the project identified hereon shall not constitute a publcalion of these documents. ■ PROJECT NUMBER 3234A 1 REV DATE BY NOTES A I II KL IL I :. L 1127 ta M NM Mir I I o a 1 I`I e .r" MGM I I i n I_I , I 1 ■ e o DRAWN BY: 1 1 CHECKED BY: TL /DTM ` DATE: 10 -25-07 J _ r E j. ,a � � • L , ._ ,- ,• :3 ui,g.n, -, F cr ,T 2tir_rr'L.-r '-.-' . .a .c t,4 r r 9 Il }t. 1 - ` , �,`+ k;_:- ' ,. -i n _ ; ., ,. l . . ,:};=. 7,i &I i :"-IF ,r4414^5 4 r . ,,.l- } ..4SF ARRO – TWORK 13'-3" KITCHEN gEsffiroo SERVING elMN SERVING /KITCHEN ELEVATION SCALE: 1/4" =1 KITCHE SCALE: 114 " = 1' -0' LAGUNA CREAM STONE TILE (OR LL APPROVED MATERIAL) A -6 T1 3' -0" STOREFRONT ELEVATION SCALE: 1/4° = 1' -0" LEASE LINE ---1 LAGIJNA CREAM STONE TILE (OR LL A P PROVED MATRIAL) SCALE: 1/4° = 1' -0" RIGHT SERVING AREA SECTION 5'-0" 4 1131 0 CIO ROUND COUNTER PLYWOOD BLOCKING Q IP LINE 1 0 LEASE LINE I KITCHEN ELEVATION SCALE: 1/4" =1' -0" LANDLORD TO APPLY GRAPHIC SIGNAGE BY $Q1JARE PEG DESIGN ON TYPE -4 DRYWALL ( tfigo SIGN BOX SEE DETAIL t1 /A-6 LANDLORD TO INSTALL LAGUNA CREAM STONE TILE (OR LL-APPROVED MATERIAL.) ON FRONT FACE OF COLUMN COVER (NM ROUND COUNTER SERVING AREA ELEVATION SCALE: 1/4" =1' -0" TENANT COUNTERTOP (DASHED) TENANT LEASE LINE SUSPENDED CEILING ELEMENT WATER HEATHER MOP SINK 1 123 TTTTI 0 LAGUNA CREAM STONE T LE (OR LL- APPROVED MATERIAL) TO BE PROCURED BY LANDLORD FOR TENANTS USE. INSTALLATION OF STONE me AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANTS RESPONSIBILITY. (TYP) TENANT TO FURNISH SIGNAGE INSERT LANDLORD FURNISHED SIGNAGE FRAME AND SUPPORT ELEMENTS INSET two (DEMISING WALL SEE DETAIL i11A- EXTEND ALUM TRIM TO BACK OF i.lOUSE ENTRY PARTITION BY TENANT SY TER AN ELEVATION - LANDLORD TILE LAYOUT SCALE: N.T.S. 8 A -6 ALUM. REVEAL. BY TENANT DETAI.. A TENANT DEMISING WALL: LANDLORD SHALL INSTALL 6" METAL STUDS SLAB TO SLAB - TENANT SHALL Ft,1RNISH AND INSTALL TYPE *X" GYPSUM BOARD AND APPROVED WALL FINISH SECTION DETAIL AT NEUTRAL PIER PLAN OF NEUTRAL PIER ELECTRICAL PANELS PLYWOOD BLOCKING IAGUNA CREAM STONE TILE (OR U,- APPROVED MATERIAL) ON FAce OF NEUTRAE. PIER SY LANDLORD LAGUNA CREAM M STONE TILE (OR LL- APPROVED MATERIAL) GAP SY LANDLORD - TOP OF WALL AT 2.6" x.F.F LAGUNA CREAM STONE TILE (OR I,L•APPEtQVED MATEt1AL) TO BE PROCURED BY LANDLORD FOR TENWPS usa, INSTAL4ATrO 4 OF STONE TILE AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANT'S RESPONSIBILITY, (SEE NEUTRAL PIER ME ELEVATIONS) CEMENTICIQUS (GREEN) BOARD COVE AS PER HEALTH DEPT KITCHEN ELEVATION SCALE: 1/4" =1' -0" poe o76 Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Shane for AnCor, Inc. use, and al Enfonnat on cor>Iained hereon, is the exclusive property of the Architect. These documents may not be used or modified without the express written consent of AI cancemed parties These documents may only be used in connection with the construction of the project identified hereon. The fling of these documents with public officials or others so as to secure permits LEASE LINE TENANT COL/N ER 1/4" = 1 0 DEMISING LASE LINE REMAINING PORTION OF DEMISING PARTITION FINISHED D SY TENANT REVEAL. BY TENANT a^ISNAGE CONTRACTOR TO DETERMINE FINAI. SPACING FOR PIPES - CONSE3LT WITH LANDLORD FOR PEAL APPROVAL WOOD TRIM AT 8'•2° A.F .1;. SY LANDLORD LACUNA CREAM STONE TILE OR LL- APPROVED to T ERIAL) CAP SY LANDLORD - TOP OF WALL AT - ER, Cove t3?..SIr PER HEALTH DEPT LEASE LINE TENANT COUNTER REVI D FOR CODE COMPLIANCE APPROVED APR - 2 2008 City Of Tukwila B ILDING DIVISION DESIGNATION SPECIFICATION DESIGNATION SPECIFICATION 4 "H X 12'W PORCELAIN TILES BA PENTAL TILE - PARC- CHARCOAL BLACK MATTE TERAGREN BAMBOO LAMINATE CARAMELIZED FLAT GRAIN GRAIN, UNFINISHED STAIN RED TO MATCH 'C2', VARNISH BACK - PAINTED WHITE (MENUBOARD) ACOUSTICAL SUSPENSION SYSTEM USG "DONN DX" ADVANTAGE SERIES 2' x 4' x 1/2" ACOUSTICAL CEILING TILES USG #3270: SHEETROCK LAY -IN CEILING PANEL CLIMAPLUS; EDGE: SQ; COLOR: WHITE 5/8" FIRE RESISTANT GYPSUM DRYWALL GEORGIA PACIFIC OR EQUAL 3/4" x 3/4" STAINLESS STEEL MOSAIC TILES NORBERRY TILES 12x12 SHEETS 5/8" x 1 7/8" PORCELAIN TILES PENTAL TILE - PARC BLUETOOTH CHARCOAL BLACK, 12 x 12 SHEETS 12" X 24" PORCELAIN TILES PENTAL TILE - PARC- CHARCOAL BLACK MATTE en x 6" QUARRY TILE - DAL TILE #0T03 COLOR: ASHEN GREY WALL TILE GROUT - LATICRETE #22 COLOR: MIDNIGHT BLACK FLOOR TILE GROUT - LATICRETE #89 COLOR: SMOKEY GREY 20 GA. STAINLESS STEEL PANEL 90° 1/2" x 1/2° ANGLE OUTWATER PLASTICS PART #ALU269 - SATIN CHROME FINISH PAINT - BENJAMIN MOORE: CLASSIC COLORS COLOR: #HC -167 AMHERST GRAY SERVING AREA CEILING (EGGSHELL) SERVICE COUNTERTOP - 1/2" DUPONT CORIAN COLOR: ANTARCTICA SERVICE COUNTERTOP - 3/4" DUPONT ZODIAQ COLOR: INDUS RED SERVICE COUNTERTOP -1/2" DUPONT CORIAN COLOR: NOCTURNE FIBERGLASS REINFORCED PANELS - KEMLITE CO.69R: WHITE 3FORM RESIN PANELS - CHROMA COLOR: GRASS INFUSED GAUGE; 1/2" FINISH: RENEWABLE MATTE SCHLUTER 'DILEX -EHK' STAINLESS STEEL COVE - SHAPED PROFILE STAINLESS STEEL MESH - to be decided 1/2° TEMPERED GLASS, FROSTED CHAMFERED EDGES SC_ — P � ■ _ . . 5"1-I x 6"W QUARRY TILE COVE BASE - DAL TILIF,EIGIWD COLOR: ASHEN GREY CITY OF TUKWI MR 2 4 200 PERMIT CENTER 3 5 7 9 11 11 II N — I= MI MI permissions for the construction of the project identified hereon shall not constitute a publcalion of these documents. ■ PROJECT NUMBER 3234A 1 REV DATE BY NOTES A 01 -10-08 KL Re -issue L -0KH -10-08 8 M AnCor Changes / 03 -1801 BC Landlord's comments DRAWN BY: DBE CHECKED BY: TL /DTM ` DATE: 10 -25-07 J ARRO – TWORK 13'-3" KITCHEN gEsffiroo SERVING elMN SERVING /KITCHEN ELEVATION SCALE: 1/4" =1 KITCHE SCALE: 114 " = 1' -0' LAGUNA CREAM STONE TILE (OR LL APPROVED MATERIAL) A -6 T1 3' -0" STOREFRONT ELEVATION SCALE: 1/4° = 1' -0" LEASE LINE ---1 LAGIJNA CREAM STONE TILE (OR LL A P PROVED MATRIAL) SCALE: 1/4° = 1' -0" RIGHT SERVING AREA SECTION 5'-0" 4 1131 0 CIO ROUND COUNTER PLYWOOD BLOCKING Q IP LINE 1 0 LEASE LINE I KITCHEN ELEVATION SCALE: 1/4" =1' -0" LANDLORD TO APPLY GRAPHIC SIGNAGE BY $Q1JARE PEG DESIGN ON TYPE -4 DRYWALL ( tfigo SIGN BOX SEE DETAIL t1 /A-6 LANDLORD TO INSTALL LAGUNA CREAM STONE TILE (OR LL-APPROVED MATERIAL.) ON FRONT FACE OF COLUMN COVER (NM ROUND COUNTER SERVING AREA ELEVATION SCALE: 1/4" =1' -0" TENANT COUNTERTOP (DASHED) TENANT LEASE LINE SUSPENDED CEILING ELEMENT WATER HEATHER MOP SINK 1 123 TTTTI 0 LAGUNA CREAM STONE T LE (OR LL- APPROVED MATERIAL) TO BE PROCURED BY LANDLORD FOR TENANTS USE. INSTALLATION OF STONE me AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANTS RESPONSIBILITY. (TYP) TENANT TO FURNISH SIGNAGE INSERT LANDLORD FURNISHED SIGNAGE FRAME AND SUPPORT ELEMENTS INSET two (DEMISING WALL SEE DETAIL i11A- EXTEND ALUM TRIM TO BACK OF i.lOUSE ENTRY PARTITION BY TENANT SY TER AN ELEVATION - LANDLORD TILE LAYOUT SCALE: N.T.S. 8 A -6 ALUM. REVEAL. BY TENANT DETAI.. A TENANT DEMISING WALL: LANDLORD SHALL INSTALL 6" METAL STUDS SLAB TO SLAB - TENANT SHALL Ft,1RNISH AND INSTALL TYPE *X" GYPSUM BOARD AND APPROVED WALL FINISH SECTION DETAIL AT NEUTRAL PIER PLAN OF NEUTRAL PIER ELECTRICAL PANELS PLYWOOD BLOCKING IAGUNA CREAM STONE TILE (OR U,- APPROVED MATERIAL) ON FAce OF NEUTRAE. PIER SY LANDLORD LAGUNA CREAM M STONE TILE (OR LL- APPROVED MATERIAL) GAP SY LANDLORD - TOP OF WALL AT 2.6" x.F.F LAGUNA CREAM STONE TILE (OR I,L•APPEtQVED MATEt1AL) TO BE PROCURED BY LANDLORD FOR TENWPS usa, INSTAL4ATrO 4 OF STONE TILE AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANT'S RESPONSIBILITY, (SEE NEUTRAL PIER ME ELEVATIONS) CEMENTICIQUS (GREEN) BOARD COVE AS PER HEALTH DEPT KITCHEN ELEVATION SCALE: 1/4" =1' -0" poe o76 Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Shane for AnCor, Inc. use, and al Enfonnat on cor>Iained hereon, is the exclusive property of the Architect. These documents may not be used or modified without the express written consent of AI cancemed parties These documents may only be used in connection with the construction of the project identified hereon. The fling of these documents with public officials or others so as to secure permits LEASE LINE TENANT COL/N ER 1/4" = 1 0 DEMISING LASE LINE REMAINING PORTION OF DEMISING PARTITION FINISHED D SY TENANT REVEAL. BY TENANT a^ISNAGE CONTRACTOR TO DETERMINE FINAI. SPACING FOR PIPES - CONSE3LT WITH LANDLORD FOR PEAL APPROVAL WOOD TRIM AT 8'•2° A.F .1;. SY LANDLORD LACUNA CREAM STONE TILE OR LL- APPROVED to T ERIAL) CAP SY LANDLORD - TOP OF WALL AT - ER, Cove t3?..SIr PER HEALTH DEPT LEASE LINE TENANT COUNTER REVI D FOR CODE COMPLIANCE APPROVED APR - 2 2008 City Of Tukwila B ILDING DIVISION DESIGNATION SPECIFICATION DESIGNATION SPECIFICATION 4 "H X 12'W PORCELAIN TILES BA PENTAL TILE - PARC- CHARCOAL BLACK MATTE TERAGREN BAMBOO LAMINATE CARAMELIZED FLAT GRAIN GRAIN, UNFINISHED STAIN RED TO MATCH 'C2', VARNISH BACK - PAINTED WHITE (MENUBOARD) ACOUSTICAL SUSPENSION SYSTEM USG "DONN DX" ADVANTAGE SERIES 2' x 4' x 1/2" ACOUSTICAL CEILING TILES USG #3270: SHEETROCK LAY -IN CEILING PANEL CLIMAPLUS; EDGE: SQ; COLOR: WHITE 5/8" FIRE RESISTANT GYPSUM DRYWALL GEORGIA PACIFIC OR EQUAL 3/4" x 3/4" STAINLESS STEEL MOSAIC TILES NORBERRY TILES 12x12 SHEETS 5/8" x 1 7/8" PORCELAIN TILES PENTAL TILE - PARC BLUETOOTH CHARCOAL BLACK, 12 x 12 SHEETS 12" X 24" PORCELAIN TILES PENTAL TILE - PARC- CHARCOAL BLACK MATTE en x 6" QUARRY TILE - DAL TILE #0T03 COLOR: ASHEN GREY WALL TILE GROUT - LATICRETE #22 COLOR: MIDNIGHT BLACK FLOOR TILE GROUT - LATICRETE #89 COLOR: SMOKEY GREY 20 GA. STAINLESS STEEL PANEL 90° 1/2" x 1/2° ANGLE OUTWATER PLASTICS PART #ALU269 - SATIN CHROME FINISH PAINT - BENJAMIN MOORE: CLASSIC COLORS COLOR: #HC -167 AMHERST GRAY SERVING AREA CEILING (EGGSHELL) SERVICE COUNTERTOP - 1/2" DUPONT CORIAN COLOR: ANTARCTICA SERVICE COUNTERTOP - 3/4" DUPONT ZODIAQ COLOR: INDUS RED SERVICE COUNTERTOP -1/2" DUPONT CORIAN COLOR: NOCTURNE FIBERGLASS REINFORCED PANELS - KEMLITE CO.69R: WHITE 3FORM RESIN PANELS - CHROMA COLOR: GRASS INFUSED GAUGE; 1/2" FINISH: RENEWABLE MATTE SCHLUTER 'DILEX -EHK' STAINLESS STEEL COVE - SHAPED PROFILE STAINLESS STEEL MESH - to be decided 1/2° TEMPERED GLASS, FROSTED CHAMFERED EDGES SC_ — P � ■ _ . . 5"1-I x 6"W QUARRY TILE COVE BASE - DAL TILIF,EIGIWD COLOR: ASHEN GREY CITY OF TUKWI MR 2 4 200 PERMIT CENTER 3 5 7 9 11 11 II N — I= MI MI permissions for the construction of the project identified hereon shall not constitute a publcalion of these documents. ri SERVING AREA & KITCHEN ELEVATIONS & DETAILS L ARRO – TWORK 13'-3" KITCHEN gEsffiroo SERVING elMN SERVING /KITCHEN ELEVATION SCALE: 1/4" =1 KITCHE SCALE: 114 " = 1' -0' LAGUNA CREAM STONE TILE (OR LL APPROVED MATERIAL) A -6 T1 3' -0" STOREFRONT ELEVATION SCALE: 1/4° = 1' -0" LEASE LINE ---1 LAGIJNA CREAM STONE TILE (OR LL A P PROVED MATRIAL) SCALE: 1/4° = 1' -0" RIGHT SERVING AREA SECTION 5'-0" 4 1131 0 CIO ROUND COUNTER PLYWOOD BLOCKING Q IP LINE 1 0 LEASE LINE I KITCHEN ELEVATION SCALE: 1/4" =1' -0" LANDLORD TO APPLY GRAPHIC SIGNAGE BY $Q1JARE PEG DESIGN ON TYPE -4 DRYWALL ( tfigo SIGN BOX SEE DETAIL t1 /A-6 LANDLORD TO INSTALL LAGUNA CREAM STONE TILE (OR LL-APPROVED MATERIAL.) ON FRONT FACE OF COLUMN COVER (NM ROUND COUNTER SERVING AREA ELEVATION SCALE: 1/4" =1' -0" TENANT COUNTERTOP (DASHED) TENANT LEASE LINE SUSPENDED CEILING ELEMENT WATER HEATHER MOP SINK 1 123 TTTTI 0 LAGUNA CREAM STONE T LE (OR LL- APPROVED MATERIAL) TO BE PROCURED BY LANDLORD FOR TENANTS USE. INSTALLATION OF STONE me AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANTS RESPONSIBILITY. (TYP) TENANT TO FURNISH SIGNAGE INSERT LANDLORD FURNISHED SIGNAGE FRAME AND SUPPORT ELEMENTS INSET two (DEMISING WALL SEE DETAIL i11A- EXTEND ALUM TRIM TO BACK OF i.lOUSE ENTRY PARTITION BY TENANT SY TER AN ELEVATION - LANDLORD TILE LAYOUT SCALE: N.T.S. 8 A -6 ALUM. REVEAL. BY TENANT DETAI.. A TENANT DEMISING WALL: LANDLORD SHALL INSTALL 6" METAL STUDS SLAB TO SLAB - TENANT SHALL Ft,1RNISH AND INSTALL TYPE *X" GYPSUM BOARD AND APPROVED WALL FINISH SECTION DETAIL AT NEUTRAL PIER PLAN OF NEUTRAL PIER ELECTRICAL PANELS PLYWOOD BLOCKING IAGUNA CREAM STONE TILE (OR U,- APPROVED MATERIAL) ON FAce OF NEUTRAE. PIER SY LANDLORD LAGUNA CREAM M STONE TILE (OR LL- APPROVED MATERIAL) GAP SY LANDLORD - TOP OF WALL AT 2.6" x.F.F LAGUNA CREAM STONE TILE (OR I,L•APPEtQVED MATEt1AL) TO BE PROCURED BY LANDLORD FOR TENWPS usa, INSTAL4ATrO 4 OF STONE TILE AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANT'S RESPONSIBILITY, (SEE NEUTRAL PIER ME ELEVATIONS) CEMENTICIQUS (GREEN) BOARD COVE AS PER HEALTH DEPT KITCHEN ELEVATION SCALE: 1/4" =1' -0" poe o76 Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Shane for AnCor, Inc. use, and al Enfonnat on cor>Iained hereon, is the exclusive property of the Architect. These documents may not be used or modified without the express written consent of AI cancemed parties These documents may only be used in connection with the construction of the project identified hereon. The fling of these documents with public officials or others so as to secure permits LEASE LINE TENANT COL/N ER 1/4" = 1 0 DEMISING LASE LINE REMAINING PORTION OF DEMISING PARTITION FINISHED D SY TENANT REVEAL. BY TENANT a^ISNAGE CONTRACTOR TO DETERMINE FINAI. SPACING FOR PIPES - CONSE3LT WITH LANDLORD FOR PEAL APPROVAL WOOD TRIM AT 8'•2° A.F .1;. SY LANDLORD LACUNA CREAM STONE TILE OR LL- APPROVED to T ERIAL) CAP SY LANDLORD - TOP OF WALL AT - ER, Cove t3?..SIr PER HEALTH DEPT LEASE LINE TENANT COUNTER REVI D FOR CODE COMPLIANCE APPROVED APR - 2 2008 City Of Tukwila B ILDING DIVISION DESIGNATION SPECIFICATION DESIGNATION SPECIFICATION 4 "H X 12'W PORCELAIN TILES BA PENTAL TILE - PARC- CHARCOAL BLACK MATTE TERAGREN BAMBOO LAMINATE CARAMELIZED FLAT GRAIN GRAIN, UNFINISHED STAIN RED TO MATCH 'C2', VARNISH BACK - PAINTED WHITE (MENUBOARD) ACOUSTICAL SUSPENSION SYSTEM USG "DONN DX" ADVANTAGE SERIES 2' x 4' x 1/2" ACOUSTICAL CEILING TILES USG #3270: SHEETROCK LAY -IN CEILING PANEL CLIMAPLUS; EDGE: SQ; COLOR: WHITE 5/8" FIRE RESISTANT GYPSUM DRYWALL GEORGIA PACIFIC OR EQUAL 3/4" x 3/4" STAINLESS STEEL MOSAIC TILES NORBERRY TILES 12x12 SHEETS 5/8" x 1 7/8" PORCELAIN TILES PENTAL TILE - PARC BLUETOOTH CHARCOAL BLACK, 12 x 12 SHEETS 12" X 24" PORCELAIN TILES PENTAL TILE - PARC- CHARCOAL BLACK MATTE en x 6" QUARRY TILE - DAL TILE #0T03 COLOR: ASHEN GREY WALL TILE GROUT - LATICRETE #22 COLOR: MIDNIGHT BLACK FLOOR TILE GROUT - LATICRETE #89 COLOR: SMOKEY GREY 20 GA. STAINLESS STEEL PANEL 90° 1/2" x 1/2° ANGLE OUTWATER PLASTICS PART #ALU269 - SATIN CHROME FINISH PAINT - BENJAMIN MOORE: CLASSIC COLORS COLOR: #HC -167 AMHERST GRAY SERVING AREA CEILING (EGGSHELL) SERVICE COUNTERTOP - 1/2" DUPONT CORIAN COLOR: ANTARCTICA SERVICE COUNTERTOP - 3/4" DUPONT ZODIAQ COLOR: INDUS RED SERVICE COUNTERTOP -1/2" DUPONT CORIAN COLOR: NOCTURNE FIBERGLASS REINFORCED PANELS - KEMLITE CO.69R: WHITE 3FORM RESIN PANELS - CHROMA COLOR: GRASS INFUSED GAUGE; 1/2" FINISH: RENEWABLE MATTE SCHLUTER 'DILEX -EHK' STAINLESS STEEL COVE - SHAPED PROFILE STAINLESS STEEL MESH - to be decided 1/2° TEMPERED GLASS, FROSTED CHAMFERED EDGES SC_ — P � ■ _ . . 5"1-I x 6"W QUARRY TILE COVE BASE - DAL TILIF,EIGIWD COLOR: ASHEN GREY CITY OF TUKWI MR 2 4 200 PERMIT CENTER 3 5 7 9 11 11 II N — I= MI MI permissions for the construction of the project identified hereon shall not constitute a publcalion of these documents. ri SERVING AREA & KITCHEN ELEVATIONS & DETAILS ARRO – TWORK 13'-3" KITCHEN gEsffiroo SERVING elMN SERVING /KITCHEN ELEVATION SCALE: 1/4" =1 KITCHE SCALE: 114 " = 1' -0' LAGUNA CREAM STONE TILE (OR LL APPROVED MATERIAL) A -6 T1 3' -0" STOREFRONT ELEVATION SCALE: 1/4° = 1' -0" LEASE LINE ---1 LAGIJNA CREAM STONE TILE (OR LL A P PROVED MATRIAL) SCALE: 1/4° = 1' -0" RIGHT SERVING AREA SECTION 5'-0" 4 1131 0 CIO ROUND COUNTER PLYWOOD BLOCKING Q IP LINE 1 0 LEASE LINE I KITCHEN ELEVATION SCALE: 1/4" =1' -0" LANDLORD TO APPLY GRAPHIC SIGNAGE BY $Q1JARE PEG DESIGN ON TYPE -4 DRYWALL ( tfigo SIGN BOX SEE DETAIL t1 /A-6 LANDLORD TO INSTALL LAGUNA CREAM STONE TILE (OR LL-APPROVED MATERIAL.) ON FRONT FACE OF COLUMN COVER (NM ROUND COUNTER SERVING AREA ELEVATION SCALE: 1/4" =1' -0" TENANT COUNTERTOP (DASHED) TENANT LEASE LINE SUSPENDED CEILING ELEMENT WATER HEATHER MOP SINK 1 123 TTTTI 0 LAGUNA CREAM STONE T LE (OR LL- APPROVED MATERIAL) TO BE PROCURED BY LANDLORD FOR TENANTS USE. INSTALLATION OF STONE me AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANTS RESPONSIBILITY. (TYP) TENANT TO FURNISH SIGNAGE INSERT LANDLORD FURNISHED SIGNAGE FRAME AND SUPPORT ELEMENTS INSET two (DEMISING WALL SEE DETAIL i11A- EXTEND ALUM TRIM TO BACK OF i.lOUSE ENTRY PARTITION BY TENANT SY TER AN ELEVATION - LANDLORD TILE LAYOUT SCALE: N.T.S. 8 A -6 ALUM. REVEAL. BY TENANT DETAI.. A TENANT DEMISING WALL: LANDLORD SHALL INSTALL 6" METAL STUDS SLAB TO SLAB - TENANT SHALL Ft,1RNISH AND INSTALL TYPE *X" GYPSUM BOARD AND APPROVED WALL FINISH SECTION DETAIL AT NEUTRAL PIER PLAN OF NEUTRAL PIER ELECTRICAL PANELS PLYWOOD BLOCKING IAGUNA CREAM STONE TILE (OR U,- APPROVED MATERIAL) ON FAce OF NEUTRAE. PIER SY LANDLORD LAGUNA CREAM M STONE TILE (OR LL- APPROVED MATERIAL) GAP SY LANDLORD - TOP OF WALL AT 2.6" x.F.F LAGUNA CREAM STONE TILE (OR I,L•APPEtQVED MATEt1AL) TO BE PROCURED BY LANDLORD FOR TENWPS usa, INSTAL4ATrO 4 OF STONE TILE AND REIMBURSEMENT OF STONE TILE COST TO LANDLORD SHALL BE TENANT'S RESPONSIBILITY, (SEE NEUTRAL PIER ME ELEVATIONS) CEMENTICIQUS (GREEN) BOARD COVE AS PER HEALTH DEPT KITCHEN ELEVATION SCALE: 1/4" =1' -0" poe o76 Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Shane for AnCor, Inc. use, and al Enfonnat on cor>Iained hereon, is the exclusive property of the Architect. These documents may not be used or modified without the express written consent of AI cancemed parties These documents may only be used in connection with the construction of the project identified hereon. The fling of these documents with public officials or others so as to secure permits LEASE LINE TENANT COL/N ER 1/4" = 1 0 DEMISING LASE LINE REMAINING PORTION OF DEMISING PARTITION FINISHED D SY TENANT REVEAL. BY TENANT a^ISNAGE CONTRACTOR TO DETERMINE FINAI. SPACING FOR PIPES - CONSE3LT WITH LANDLORD FOR PEAL APPROVAL WOOD TRIM AT 8'•2° A.F .1;. SY LANDLORD LACUNA CREAM STONE TILE OR LL- APPROVED to T ERIAL) CAP SY LANDLORD - TOP OF WALL AT - ER, Cove t3?..SIr PER HEALTH DEPT LEASE LINE TENANT COUNTER REVI D FOR CODE COMPLIANCE APPROVED APR - 2 2008 City Of Tukwila B ILDING DIVISION DESIGNATION SPECIFICATION DESIGNATION SPECIFICATION 4 "H X 12'W PORCELAIN TILES BA PENTAL TILE - PARC- CHARCOAL BLACK MATTE TERAGREN BAMBOO LAMINATE CARAMELIZED FLAT GRAIN GRAIN, UNFINISHED STAIN RED TO MATCH 'C2', VARNISH BACK - PAINTED WHITE (MENUBOARD) ACOUSTICAL SUSPENSION SYSTEM USG "DONN DX" ADVANTAGE SERIES 2' x 4' x 1/2" ACOUSTICAL CEILING TILES USG #3270: SHEETROCK LAY -IN CEILING PANEL CLIMAPLUS; EDGE: SQ; COLOR: WHITE 5/8" FIRE RESISTANT GYPSUM DRYWALL GEORGIA PACIFIC OR EQUAL 3/4" x 3/4" STAINLESS STEEL MOSAIC TILES NORBERRY TILES 12x12 SHEETS 5/8" x 1 7/8" PORCELAIN TILES PENTAL TILE - PARC BLUETOOTH CHARCOAL BLACK, 12 x 12 SHEETS 12" X 24" PORCELAIN TILES PENTAL TILE - PARC- CHARCOAL BLACK MATTE en x 6" QUARRY TILE - DAL TILE #0T03 COLOR: ASHEN GREY WALL TILE GROUT - LATICRETE #22 COLOR: MIDNIGHT BLACK FLOOR TILE GROUT - LATICRETE #89 COLOR: SMOKEY GREY 20 GA. STAINLESS STEEL PANEL 90° 1/2" x 1/2° ANGLE OUTWATER PLASTICS PART #ALU269 - SATIN CHROME FINISH PAINT - BENJAMIN MOORE: CLASSIC COLORS COLOR: #HC -167 AMHERST GRAY SERVING AREA CEILING (EGGSHELL) SERVICE COUNTERTOP - 1/2" DUPONT CORIAN COLOR: ANTARCTICA SERVICE COUNTERTOP - 3/4" DUPONT ZODIAQ COLOR: INDUS RED SERVICE COUNTERTOP -1/2" DUPONT CORIAN COLOR: NOCTURNE FIBERGLASS REINFORCED PANELS - KEMLITE CO.69R: WHITE 3FORM RESIN PANELS - CHROMA COLOR: GRASS INFUSED GAUGE; 1/2" FINISH: RENEWABLE MATTE SCHLUTER 'DILEX -EHK' STAINLESS STEEL COVE - SHAPED PROFILE STAINLESS STEEL MESH - to be decided 1/2° TEMPERED GLASS, FROSTED CHAMFERED EDGES SC_ — P � ■ _ . . 5"1-I x 6"W QUARRY TILE COVE BASE - DAL TILIF,EIGIWD COLOR: ASHEN GREY CITY OF TUKWI MR 2 4 200 PERMIT CENTER 3 5 7 9 11 11 II N — I= MI MI permissions for the construction of the project identified hereon shall not constitute a publcalion of these documents. BLACK: 'C2' _ REV DATE „0 6-.Z V V l• .. ZODIAQ COUNTER TOP r- .. ;i it KL , sii� ° r' :,,c 3/4 CABINET , .i } i {�_ ,T.1 -� 4T if: GRADE PLYWOOD 1- LAMINATE EDGE -. - Z "17161,6 .9 ;�r_— �� 11x11 r . J ._ ...... i i 11- f +,4,-.4• -- II GRADE PLYWOOD 3/4" CABINET I!; GRADE PLYWOOD Iii ! r, + 4 i r r[ 1- i i 11111 ' ,4 1 - r i_ l 2'-4" T/O COUNTERTOP BEYOND 1 ! I PROVIDES ° ENCLOSURE ON ENDS II v LIGHT FIXTURE r • A1 R ` 1 -1/2" x 1 -1/2" CHECKED BY: TL / DTM ca m 10 -25-07 J 1'-8 1B° -. �,ti '; ; f ' II III u Ii1 _ LIGHT FIXTURE LT5 co PROVIDE r ENCLOSURE ON ENDS WD1 STAINLESS FRAME — - STAINLESS STEEL WIRE MESH SCREEN T10 — — — \ 3' -1" • ' I► BEHIND CORNER CHANNEL t , � . -[ f ` T [ t. t-1-1::; a — STAINLESS STEEL BRACE � 11; t. ar r t q l t S, . ,. rlr LIGHT FIXTURE LT5` � STAINLESS STEEL LEGS t 6” „ 1' -8" 41/4 "„ 3 PROJECT NUMBER 3234A REV DATE BY NOTES A .I. KL ..1..)_, .i } i {�_ ,T.1 -� 4T if: ? �- H r A b� +•1� J Ft7.11 F i .� r- t 1 Y t t it . J ._ ...... i i 11- f +,4,-.4• 4. y. . I . ;. !( • II GRADE PLYWOOD 3/4" CABINET I!; GRADE PLYWOOD Iii ! r, + 4 i r r[ 1- i i 11111 ' ,4 1 - r i_ l 2'-4" T/O COUNTERTOP BEYOND 1 ! I PROVIDES ° ENCLOSURE ON ENDS II v LIGHT FIXTURE r • A1 DRAWN BY: DBE CHECKED BY: TL / DTM DATE: 10 -25-07 J „06-2 ----- — — - , �Y * J _T . t �i � �-h r 1 f BEHIND r 4 � . ,1 ,, , i ; E, . t ' t -� r , f7 , 1 , , te r ! . ` a..� r1; 4 .iy I i ii i f -' _,ri+ fi;, � #.. , ; ' `.s ' i ;e. WD1 LIGHTLTSA - • ' I► BEHIND CORNER CHANNEL t , � . -[ f ` T [ t. t-1-1::; — — —� — t. ar r t q l t S, . ,. rlr y Tx. :.,.._ .. . F _ ,:.i Flt `. ' . r .. t . f . _ t • , , 3 • t t { Y j w . r t, 1 1 �+ 1. � 1 ,. � f1 I; • L I �. PROJECT NUMBER 3234A REV DATE BY NOTES A 01 -10 -08 KL Re -issue A 01 -10 -08 MKH Re -issue A 03 -18 -08 BC Landlord's comments . � r II GRADE PLYWOOD 3/4" CABINET I!; GRADE PLYWOOD Iii i L } . - , F l � 'v ! I PROVIDES ° ENCLOSURE ON ENDS II v LIGHT FIXTURE r • A1 DRAWN BY: DBE CHECKED BY: TL / DTM DATE: 10 -25-07 J „06-2 �. SNEEZE GUARD N • / f / EDO N r 216062 9 • 11 1210 G 110 • .Z16 06-,Z „ • "7 . f f {. - �+1 t o t a11 I_ i , .� �..� e t t ti , `I �t'? { �i 1 .. L �. t i ! • .t - 1 - 1- �- i f 1 'i r t1 { k ] 4' .� #..+ .1 t, i t :. . � r II GRADE PLYWOOD 3/4" CABINET I!; GRADE PLYWOOD Iii i L } . - , F l � 'v ! I PROVIDES ° ENCLOSURE ON ENDS II v LIGHT FIXTURE r • A1 WD1 N , C V LIGHT LT5A- BEHIND CORNER C HAN NEL — — — A l LIGHT LT5 - „06-2 ----- 2 — i._ • 1 r *- ' ■ v - J_J �,� - r t. L t 7 , �Y * J _T . t �i � �-h r 1 f BEHIND r! - i t ,t 'I yl'j ■ 1 r + { t. iJ 1 i, {'r {Ij' i ' • ! , " -r • t n WDi pp FI SSA CORNER CHANNEL t — — — _ : • _ .i .i. i . • . -t. t (_ .a r 1 1 : ._ . t. ar r t q l t a-, t .. . . Ft y Tx. :.,.._ .. . F _ ,:.i Flt `. ' . r .. t . f . _ t • t J 11 1 " t , i t �f 1 ., S y ', 1 _ : �. SNEEZE GUARD N • SSA iv r 216062 9 • 21170 6-Z 110 • "Z /6 O6-Z - �rp 3/4" CABINET STAINLESS FRAME STAINLESS STEEL — WIRE MESH SCREEN T10 STAINLESS STEEL BRACE �' 3' -1" II GRADE PLYWOOD 3/4" CABINET I!; GRADE PLYWOOD Iii 1 � 'v ! I PROVIDES ° ENCLOSURE ON ENDS II v LIGHT FIXTURE r • A1 WD1 N , C V LIGHT LT5A- BEHIND CORNER C HAN NEL — — — A l — --- ----- 2 1/L �t STAINLESS STEEL LEGS i._ • 1 r *- ' ■ v - J_J �,� - r t. L t 7 , �Y * J _T . t �i � �-h r 1 f — { 1 . ° � F ;r.:; t 1 .,-} 1_ . ;.. k =., i n �. ' BLACK LAMINATE EDGE N r 'C1' CORIAN COUNTER TOP 'C2' ZODIAQ COUNTER TOP r, N r 216062 9 21170 6-Z t r pJ „ „ 1" - �rp 3/4" CABINET STAINLESS FRAME STAINLESS STEEL — WIRE MESH SCREEN T10 STAINLESS STEEL BRACE �' 3' -1" II GRADE PLYWOOD 3/4" CABINET I!; GRADE PLYWOOD Iii 1 � 'v ! I PROVIDES ° ENCLOSURE ON ENDS II v LIGHT FIXTURE r CV „06-�z • A l 1 WD1 LIGHT LT5 BEHIND PP-M4 LT5 1: CORNER CHANNEL 2 1/L �t STAINLESS STEEL LEGS n �. �J N • 1 21170 6-Z CV „06-�z • A l 1 WD1 LIGHT LT5 BEHIND SSA CORNER CHANNEL 1— t , � r 1 t ( :. ] _ : • _ .i .i. i . • . -t. t (_ .a r 1 1 : ._ . • - _ : CV 7 O CV O 1/2" CABINET GRADE PLYWOOD BLACK LAMINATE EDGE 1 - 3/4 ° x 1 -1/2" STAINLESS FRAME SS SCREEN DOOR STAINLESS STEEL BRACE STAINLESS STEEL LEGS 3/4" CABINET GRADE PLYWOOD BLACK LAMINATE EDGE 1 -1/2" x 1 -1/2" STAINLESS FRAME SS SCREEN DOOR STAINLESS STEEL BRACE STAINLESS STEEL co LEGS HEAT LAMP 3 1' -2" - - 7:C.NMM - = 3 -5" COUNTER SECTION 'A' SCALE: 1" =1' -0" 3' -0" 3' -1" 1 A" 4' -2' 4' -2" 'CV CORIAN COUNTER TOP ��■� 'C3' CORIAN COUNTER TOP CCOUNTER SECTION ' MI 1" =1' -0" " COUNTER SECTION 'C' SCALE: 1' =1' -0" NOTE: SEE WALL TYPE 'E' ON SHEET A -3 FOR LOW WALL DETAILS LEASE LINE LEASE LINE 3/4" CABINET LIGHT FIXTURE LT5 PROVIDE ENCLOSURE ON SIDES LIGHT FIXTURE LT5 1/2" CLEAR TEMPERED GLASS METAL POSTS AND FLANGES - BRUSHED S.S. FINISH 'C1' CORIAN COUNTER TOP 'C2' ZODIAQ COUNTER TOP 3/4" CABINET GRADE PLYWOOD PROVIDE ENCLOSURE ON ENDS LIGHT FIXTURE LTSA GRADE PLYWOOD NOTE: SEE WALL TYPE 'F ON SHEET A -3 FOR LOW WALL DETAILS LEASE LINE SEE WALL TYPE 'F' ON SHEET A -3 FOR LOW WALL DETAILS 1/2° CLEAR TEMPERED GLASS METAL POSTS AND FLANGES - BRUSHED S.S. FINISH SNFF7F GUARD SYSTEM W/ RIGHT ANGLE SUPPORT POSTS & BUTT GLASS W/ UV-BONDING is r Gr7 rn� tr rD 0 r COUNTER ELEVATION SCALE: 1" =1'-0" COUNTER ELEVATION SCALE: 1" = 1' -0" 2 1/2" DIA. HOLE FOR WIRES P.O.S. TERMINAL - EQUIPM. #65 1 - 0" 2' -7' 4' -2" COUNTER SECTION © P. • . SCALE: 1" = 1' -0" 7 A -7 1' -7" LEASE LINE SNEEZE GUARD - SEE DETAIL 15/A-7 ZODIAQ COUNTER TOP NOTE: SEE WALL TYPE 'E' SHEET A-3 FOR LO WALL DETAILS SS STEEL CABINET COUNTERTOP SURFACE SINK - EQUIP. #5 4' BACK SPLASH COUNTERTOP SURFACE FLUSH RECESSED POCKET PULL: MCMASTER CARR 1655A8 SS CATCH - TOP ONLY MCMASTER CARR #8040A14 STAINLESS STEEL 0 0 T CV COUNTER ELEVATION SCALE: 1" =1'-0" 8 A -7 1 1/2" = 1' -0" 1 " = 1' -0 o.s. C• ► COMPLIANCE FOR - APPROVED APR - 2 2008 t+ Of Tuiila ILDI .G DMSI N COUNTERTOP SURFACE COUNTERTOP SURFACE 6" S.S. LEGS (TYP) T3A 0.5 0.5 0 RECEIVED CITY OF TUKWILA MAR 2 4 2008 PERMIT CENTER STAINLESS STEEL COUNTER SiDE ELEVAT SCALE: 1" =1' -0" 13 A -7 0 1 1 2 ■ • • • • • • • Copyrighted 2007. AN rights reserved. These drawings were prepared by DTM Architect at the request of Sharp for AnCor, Inc. use, and al Information contained hereon, is the exclusive property oldie Architect. These documents may not be used or modified without the express written consent of AI concerned parties. These documents may only be used In connection with the construction of the project identified hereon. The Sing of these documents with public officials or others so as to secure permits and permissions for the construction of the project Identified hereon shall not consti ute a publication of these documents. COUNTER DETAILS A -7 J /GLASS i IAA 1/2" C I FRAME ABOVE WALK -IN COOLER ' SCALE: 3' = 1' -0" NOTES: * FIRE TREATED PLYWOOD MUST BE MOUNTED ON METAL STUDS WITH 1 -1/4" GYP. BRD. SCREWS 4" 0.0. * SHELVING BRACKETS MUST BE POSITIONED OVER THE PLY- WOOD AND SECURED WITH 1 -1/2' #12 PAN HEAD SCREWS AS REQ'D. * NOTE: SEE CONSTRUCTION PLAN FOR BLOCKING REQUIREMENTS 1/4" STAINLESS STEEL SIDE RAIL C PLAN DETAIL -GLASS WALL ItratIMVAUMAVISAW LOCATION OF 2 -TIER SHELF BOTTOM RAIL BELOW SEE ELEVATIONS S 5 /S" FIRE TREATED PLYWOOD BLOCKING METAL STUDS SEE ELEVATIONS I S 5' -0 1/2" 5' -2" l/2" TEMP. GLASS 4 ( 4\ PLYWOOD BLOCKING @ KITCHEN SHELVES A — , SCALE: 1" = 1' -0" STAINLESS STEEL SHELF SEE ELEVATIONS STAINLESS STEEL SHELF SEE ELEVATIONS SEE ELEVATIONS _S 1/4" 3 5B" METAL STUD PARTITION SCREWED TO KITCHEN WALLS. PARTITION IS NOT TO BE SCREWED TO WALK -IN COOLER. IT IS TO REST ON TOP. THIS 36" HIGH PARTITION IS TO BE SUPPLIED AND INSTALLED BY FRAMING CONTRACTOR. THE PURPOSE OF THIS FRAMEWORK IS TO PROTECT THE COMPRESSOR. DO NOT COVER PARTITION W/ GYP. BD.- AS THIS WILL RESTRICT AIR FLOW AND CAUSE COMPRESSOR TO OVERHEAT. WALK -IN COOLER STAINLESS STEEL SHELF NOTE: G.C. TO INSTALL SS SHELF AS PER MANUF. INSTRUCTIONS. 1/2' 9' -0" A.F.F. B.O. CEILING 7' -0" A.F.F. B.O. HOOD CV BACK 2' -3" INSIDE CORNER @ WALK -IN COOLER SCALE: 1 1/2" = 1' -0" LANDLORD STRUCTURE ABOVE HOOD & STAINLESS STEEL SECTION SCALE: 1 1/2" =1 S/S CORNER MOLDINGS AT CORNERS OF PANELS S/S "J" MOLDING AT BOTTOM OF PANELS 2' -0" 4` 11 RECESSED TOP RAIL FRONT (1) RECESSED ADJUSTABLE SPOT LIGHTS -112" THK. TEMPERED GLASS, FROSTED INSIDE FACE WITH SCREEN PRINT ON OUTSIDE FACE 1/2" THK. TEMPERED GLASS, FROSTED INSIDE FACE *NOTE: GLASS SHALL BE CAPTURED ON THE TOP AND BOTTOM. ON THE SIDES, IT SHALL BE CAULKED WITH STRUCTURAL SILICON (USE CLEAR SILICON) BOTTOM RAIL, STAINLESS STEEL GLASS WALL SECTION SCALE: 1/2" =1' -0" EXISTING PARTITION WALL 4° X 4' X 8' 20GA. STAINLESS STEEL ANGLE TO FULL HEIGHT OF COOLER. FASTEN W/ S.S. SCREWS & SILICONE REPRESENTS WALK -IN COOLER PANEL 1/2" THREADED ROD DOUBLE BOLTED TO 4°X4'X 1/2° CHANNEL WALL BEHIND RANGE PIZZA OVEN HOOD 4' -6" 11 5/8' TYPE 'X' GYPSUM BOARD ON 3 5/8" 24 GA METAL STUDS @ 16' 0.C. _ 2" X 2" X 22 GA. STAINLESS STEEL '— ANGLE (TYP.) BASE TO 4' -O" A.F.F. ATTACH TO WALL W/ CONTACT ADHESIVE & SEAL AT PERIMETER I I W/ SILICONE NOTE: ALL OUTSIDE CORNERS IN THE KITCHEN AREA SHALL HAVE CORNER GUARDS CORNER GUARD DETAILS - TYP. SCALE: 3" = 1' -0" 3" GAP 7 GLASS WALL ELEVATION SCALE: 1/2" =1' -0" 1p19.0 - o75 1 -1/4" x 1 -1/4" STAINLESS STELL TUBE W/ #4 SATIN FINISH 1/2" CLEAR TEMPERED GLASS 1 -1/4" x 1 -1/4" STAINLESS STELL TUBE W/ #4 SATIN FINISH 1/2" CLEAR TEMPERED GLASS THREADED CONNECTION GLASS 1'-4" THREADED CONNECTION 1 1/2" = 1' -0" STEEL WASHER W/ BOLT STEEL WASHER W/ BOLT RECEIVED CITY OF TUKVVILA MAR 2 4 2008 PERMIT CENTER Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Sbarra for AnCor. Inc. use, and al information contained hereon, Is the exclusive property of the Architect These documents may not be used or modified without the express written consent of Al ccncemed parties. These documents may only be used in cannedion with the construction of the project Identified hereon. The fling of these documents with public officials or others so as to secure permits and per rdsslons for the construction ate project Identified hereon shall not constitute a puticatlon of these documents. REtt CODE COMPLIANcE ifi g • PROVED APR - 2 2008 1 0 1 2 3 4 5 1/2" =1' -0" 1 0.5 0 1 .5 .25 0 1 3" = 1'- A -8 1 1 PROJECT NUMBER , 3234A .. .wl _. _. ._ BY NOTES / \ /GLASS i IAA 1/2" C I FRAME ABOVE WALK -IN COOLER ' SCALE: 3' = 1' -0" NOTES: * FIRE TREATED PLYWOOD MUST BE MOUNTED ON METAL STUDS WITH 1 -1/4" GYP. BRD. SCREWS 4" 0.0. * SHELVING BRACKETS MUST BE POSITIONED OVER THE PLY- WOOD AND SECURED WITH 1 -1/2' #12 PAN HEAD SCREWS AS REQ'D. * NOTE: SEE CONSTRUCTION PLAN FOR BLOCKING REQUIREMENTS 1/4" STAINLESS STEEL SIDE RAIL C PLAN DETAIL -GLASS WALL ItratIMVAUMAVISAW LOCATION OF 2 -TIER SHELF BOTTOM RAIL BELOW SEE ELEVATIONS S 5 /S" FIRE TREATED PLYWOOD BLOCKING METAL STUDS SEE ELEVATIONS I S 5' -0 1/2" 5' -2" l/2" TEMP. GLASS 4 ( 4\ PLYWOOD BLOCKING @ KITCHEN SHELVES A — , SCALE: 1" = 1' -0" STAINLESS STEEL SHELF SEE ELEVATIONS STAINLESS STEEL SHELF SEE ELEVATIONS SEE ELEVATIONS _S 1/4" 3 5B" METAL STUD PARTITION SCREWED TO KITCHEN WALLS. PARTITION IS NOT TO BE SCREWED TO WALK -IN COOLER. IT IS TO REST ON TOP. THIS 36" HIGH PARTITION IS TO BE SUPPLIED AND INSTALLED BY FRAMING CONTRACTOR. THE PURPOSE OF THIS FRAMEWORK IS TO PROTECT THE COMPRESSOR. DO NOT COVER PARTITION W/ GYP. BD.- AS THIS WILL RESTRICT AIR FLOW AND CAUSE COMPRESSOR TO OVERHEAT. WALK -IN COOLER STAINLESS STEEL SHELF NOTE: G.C. TO INSTALL SS SHELF AS PER MANUF. INSTRUCTIONS. 1/2' 9' -0" A.F.F. B.O. CEILING 7' -0" A.F.F. B.O. HOOD CV BACK 2' -3" INSIDE CORNER @ WALK -IN COOLER SCALE: 1 1/2" = 1' -0" LANDLORD STRUCTURE ABOVE HOOD & STAINLESS STEEL SECTION SCALE: 1 1/2" =1 S/S CORNER MOLDINGS AT CORNERS OF PANELS S/S "J" MOLDING AT BOTTOM OF PANELS 2' -0" 4` 11 RECESSED TOP RAIL FRONT (1) RECESSED ADJUSTABLE SPOT LIGHTS -112" THK. TEMPERED GLASS, FROSTED INSIDE FACE WITH SCREEN PRINT ON OUTSIDE FACE 1/2" THK. TEMPERED GLASS, FROSTED INSIDE FACE *NOTE: GLASS SHALL BE CAPTURED ON THE TOP AND BOTTOM. ON THE SIDES, IT SHALL BE CAULKED WITH STRUCTURAL SILICON (USE CLEAR SILICON) BOTTOM RAIL, STAINLESS STEEL GLASS WALL SECTION SCALE: 1/2" =1' -0" EXISTING PARTITION WALL 4° X 4' X 8' 20GA. STAINLESS STEEL ANGLE TO FULL HEIGHT OF COOLER. FASTEN W/ S.S. SCREWS & SILICONE REPRESENTS WALK -IN COOLER PANEL 1/2" THREADED ROD DOUBLE BOLTED TO 4°X4'X 1/2° CHANNEL WALL BEHIND RANGE PIZZA OVEN HOOD 4' -6" 11 5/8' TYPE 'X' GYPSUM BOARD ON 3 5/8" 24 GA METAL STUDS @ 16' 0.C. _ 2" X 2" X 22 GA. STAINLESS STEEL '— ANGLE (TYP.) BASE TO 4' -O" A.F.F. ATTACH TO WALL W/ CONTACT ADHESIVE & SEAL AT PERIMETER I I W/ SILICONE NOTE: ALL OUTSIDE CORNERS IN THE KITCHEN AREA SHALL HAVE CORNER GUARDS CORNER GUARD DETAILS - TYP. SCALE: 3" = 1' -0" 3" GAP 7 GLASS WALL ELEVATION SCALE: 1/2" =1' -0" 1p19.0 - o75 1 -1/4" x 1 -1/4" STAINLESS STELL TUBE W/ #4 SATIN FINISH 1/2" CLEAR TEMPERED GLASS 1 -1/4" x 1 -1/4" STAINLESS STELL TUBE W/ #4 SATIN FINISH 1/2" CLEAR TEMPERED GLASS THREADED CONNECTION GLASS 1'-4" THREADED CONNECTION 1 1/2" = 1' -0" STEEL WASHER W/ BOLT STEEL WASHER W/ BOLT RECEIVED CITY OF TUKVVILA MAR 2 4 2008 PERMIT CENTER Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Sbarra for AnCor. Inc. use, and al information contained hereon, Is the exclusive property of the Architect These documents may not be used or modified without the express written consent of Al ccncemed parties. These documents may only be used in cannedion with the construction of the project Identified hereon. The fling of these documents with public officials or others so as to secure permits and per rdsslons for the construction ate project Identified hereon shall not constitute a puticatlon of these documents. REtt CODE COMPLIANcE ifi g • PROVED APR - 2 2008 1 0 1 2 3 4 5 1/2" =1' -0" 1 0.5 0 1 .5 .25 0 1 3" = 1'- A -8 1 1 PROJECT NUMBER , 3234A REV DATE BY NOTES / \ 01 -10 -08 KL Re -issue A 01 -10-08 MKH Re -issue A 03 -18-08 BC Landlord's comments DRAWN BY: DBE CHECKED BY: TL /DTM DATE: 10 -25-07 l /GLASS i IAA 1/2" C I FRAME ABOVE WALK -IN COOLER ' SCALE: 3' = 1' -0" NOTES: * FIRE TREATED PLYWOOD MUST BE MOUNTED ON METAL STUDS WITH 1 -1/4" GYP. BRD. SCREWS 4" 0.0. * SHELVING BRACKETS MUST BE POSITIONED OVER THE PLY- WOOD AND SECURED WITH 1 -1/2' #12 PAN HEAD SCREWS AS REQ'D. * NOTE: SEE CONSTRUCTION PLAN FOR BLOCKING REQUIREMENTS 1/4" STAINLESS STEEL SIDE RAIL C PLAN DETAIL -GLASS WALL ItratIMVAUMAVISAW LOCATION OF 2 -TIER SHELF BOTTOM RAIL BELOW SEE ELEVATIONS S 5 /S" FIRE TREATED PLYWOOD BLOCKING METAL STUDS SEE ELEVATIONS I S 5' -0 1/2" 5' -2" l/2" TEMP. GLASS 4 ( 4\ PLYWOOD BLOCKING @ KITCHEN SHELVES A — , SCALE: 1" = 1' -0" STAINLESS STEEL SHELF SEE ELEVATIONS STAINLESS STEEL SHELF SEE ELEVATIONS SEE ELEVATIONS _S 1/4" 3 5B" METAL STUD PARTITION SCREWED TO KITCHEN WALLS. PARTITION IS NOT TO BE SCREWED TO WALK -IN COOLER. IT IS TO REST ON TOP. THIS 36" HIGH PARTITION IS TO BE SUPPLIED AND INSTALLED BY FRAMING CONTRACTOR. THE PURPOSE OF THIS FRAMEWORK IS TO PROTECT THE COMPRESSOR. DO NOT COVER PARTITION W/ GYP. BD.- AS THIS WILL RESTRICT AIR FLOW AND CAUSE COMPRESSOR TO OVERHEAT. WALK -IN COOLER STAINLESS STEEL SHELF NOTE: G.C. TO INSTALL SS SHELF AS PER MANUF. INSTRUCTIONS. 1/2' 9' -0" A.F.F. B.O. CEILING 7' -0" A.F.F. B.O. HOOD CV BACK 2' -3" INSIDE CORNER @ WALK -IN COOLER SCALE: 1 1/2" = 1' -0" LANDLORD STRUCTURE ABOVE HOOD & STAINLESS STEEL SECTION SCALE: 1 1/2" =1 S/S CORNER MOLDINGS AT CORNERS OF PANELS S/S "J" MOLDING AT BOTTOM OF PANELS 2' -0" 4` 11 RECESSED TOP RAIL FRONT (1) RECESSED ADJUSTABLE SPOT LIGHTS -112" THK. TEMPERED GLASS, FROSTED INSIDE FACE WITH SCREEN PRINT ON OUTSIDE FACE 1/2" THK. TEMPERED GLASS, FROSTED INSIDE FACE *NOTE: GLASS SHALL BE CAPTURED ON THE TOP AND BOTTOM. ON THE SIDES, IT SHALL BE CAULKED WITH STRUCTURAL SILICON (USE CLEAR SILICON) BOTTOM RAIL, STAINLESS STEEL GLASS WALL SECTION SCALE: 1/2" =1' -0" EXISTING PARTITION WALL 4° X 4' X 8' 20GA. STAINLESS STEEL ANGLE TO FULL HEIGHT OF COOLER. FASTEN W/ S.S. SCREWS & SILICONE REPRESENTS WALK -IN COOLER PANEL 1/2" THREADED ROD DOUBLE BOLTED TO 4°X4'X 1/2° CHANNEL WALL BEHIND RANGE PIZZA OVEN HOOD 4' -6" 11 5/8' TYPE 'X' GYPSUM BOARD ON 3 5/8" 24 GA METAL STUDS @ 16' 0.C. _ 2" X 2" X 22 GA. STAINLESS STEEL '— ANGLE (TYP.) BASE TO 4' -O" A.F.F. ATTACH TO WALL W/ CONTACT ADHESIVE & SEAL AT PERIMETER I I W/ SILICONE NOTE: ALL OUTSIDE CORNERS IN THE KITCHEN AREA SHALL HAVE CORNER GUARDS CORNER GUARD DETAILS - TYP. SCALE: 3" = 1' -0" 3" GAP 7 GLASS WALL ELEVATION SCALE: 1/2" =1' -0" 1p19.0 - o75 1 -1/4" x 1 -1/4" STAINLESS STELL TUBE W/ #4 SATIN FINISH 1/2" CLEAR TEMPERED GLASS 1 -1/4" x 1 -1/4" STAINLESS STELL TUBE W/ #4 SATIN FINISH 1/2" CLEAR TEMPERED GLASS THREADED CONNECTION GLASS 1'-4" THREADED CONNECTION 1 1/2" = 1' -0" STEEL WASHER W/ BOLT STEEL WASHER W/ BOLT RECEIVED CITY OF TUKVVILA MAR 2 4 2008 PERMIT CENTER Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Sbarra for AnCor. Inc. use, and al information contained hereon, Is the exclusive property of the Architect These documents may not be used or modified without the express written consent of Al ccncemed parties. These documents may only be used in cannedion with the construction of the project Identified hereon. The fling of these documents with public officials or others so as to secure permits and per rdsslons for the construction ate project Identified hereon shall not constitute a puticatlon of these documents. REtt CODE COMPLIANcE ifi g • PROVED APR - 2 2008 1 0 1 2 3 4 5 1/2" =1' -0" 1 0.5 0 1 .5 .25 0 1 3" = 1'- A -8 1 IAA 1/2" C I FRAME ABOVE WALK -IN COOLER ' SCALE: 3' = 1' -0" NOTES: * FIRE TREATED PLYWOOD MUST BE MOUNTED ON METAL STUDS WITH 1 -1/4" GYP. BRD. SCREWS 4" 0.0. * SHELVING BRACKETS MUST BE POSITIONED OVER THE PLY- WOOD AND SECURED WITH 1 -1/2' #12 PAN HEAD SCREWS AS REQ'D. * NOTE: SEE CONSTRUCTION PLAN FOR BLOCKING REQUIREMENTS 1/4" STAINLESS STEEL SIDE RAIL C PLAN DETAIL -GLASS WALL ItratIMVAUMAVISAW LOCATION OF 2 -TIER SHELF BOTTOM RAIL BELOW SEE ELEVATIONS S 5 /S" FIRE TREATED PLYWOOD BLOCKING METAL STUDS SEE ELEVATIONS I S 5' -0 1/2" 5' -2" l/2" TEMP. GLASS 4 ( 4\ PLYWOOD BLOCKING @ KITCHEN SHELVES A — , SCALE: 1" = 1' -0" STAINLESS STEEL SHELF SEE ELEVATIONS STAINLESS STEEL SHELF SEE ELEVATIONS SEE ELEVATIONS _S 1/4" 3 5B" METAL STUD PARTITION SCREWED TO KITCHEN WALLS. PARTITION IS NOT TO BE SCREWED TO WALK -IN COOLER. IT IS TO REST ON TOP. THIS 36" HIGH PARTITION IS TO BE SUPPLIED AND INSTALLED BY FRAMING CONTRACTOR. THE PURPOSE OF THIS FRAMEWORK IS TO PROTECT THE COMPRESSOR. DO NOT COVER PARTITION W/ GYP. BD.- AS THIS WILL RESTRICT AIR FLOW AND CAUSE COMPRESSOR TO OVERHEAT. WALK -IN COOLER STAINLESS STEEL SHELF NOTE: G.C. TO INSTALL SS SHELF AS PER MANUF. INSTRUCTIONS. 1/2' 9' -0" A.F.F. B.O. CEILING 7' -0" A.F.F. B.O. HOOD CV BACK 2' -3" INSIDE CORNER @ WALK -IN COOLER SCALE: 1 1/2" = 1' -0" LANDLORD STRUCTURE ABOVE HOOD & STAINLESS STEEL SECTION SCALE: 1 1/2" =1 S/S CORNER MOLDINGS AT CORNERS OF PANELS S/S "J" MOLDING AT BOTTOM OF PANELS 2' -0" 4` 11 RECESSED TOP RAIL FRONT (1) RECESSED ADJUSTABLE SPOT LIGHTS -112" THK. TEMPERED GLASS, FROSTED INSIDE FACE WITH SCREEN PRINT ON OUTSIDE FACE 1/2" THK. TEMPERED GLASS, FROSTED INSIDE FACE *NOTE: GLASS SHALL BE CAPTURED ON THE TOP AND BOTTOM. ON THE SIDES, IT SHALL BE CAULKED WITH STRUCTURAL SILICON (USE CLEAR SILICON) BOTTOM RAIL, STAINLESS STEEL GLASS WALL SECTION SCALE: 1/2" =1' -0" EXISTING PARTITION WALL 4° X 4' X 8' 20GA. STAINLESS STEEL ANGLE TO FULL HEIGHT OF COOLER. FASTEN W/ S.S. SCREWS & SILICONE REPRESENTS WALK -IN COOLER PANEL 1/2" THREADED ROD DOUBLE BOLTED TO 4°X4'X 1/2° CHANNEL WALL BEHIND RANGE PIZZA OVEN HOOD 4' -6" 11 5/8' TYPE 'X' GYPSUM BOARD ON 3 5/8" 24 GA METAL STUDS @ 16' 0.C. _ 2" X 2" X 22 GA. STAINLESS STEEL '— ANGLE (TYP.) BASE TO 4' -O" A.F.F. ATTACH TO WALL W/ CONTACT ADHESIVE & SEAL AT PERIMETER I I W/ SILICONE NOTE: ALL OUTSIDE CORNERS IN THE KITCHEN AREA SHALL HAVE CORNER GUARDS CORNER GUARD DETAILS - TYP. SCALE: 3" = 1' -0" 3" GAP 7 GLASS WALL ELEVATION SCALE: 1/2" =1' -0" 1p19.0 - o75 1 -1/4" x 1 -1/4" STAINLESS STELL TUBE W/ #4 SATIN FINISH 1/2" CLEAR TEMPERED GLASS 1 -1/4" x 1 -1/4" STAINLESS STELL TUBE W/ #4 SATIN FINISH 1/2" CLEAR TEMPERED GLASS THREADED CONNECTION GLASS 1'-4" THREADED CONNECTION 1 1/2" = 1' -0" STEEL WASHER W/ BOLT STEEL WASHER W/ BOLT RECEIVED CITY OF TUKVVILA MAR 2 4 2008 PERMIT CENTER Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Sbarra for AnCor. Inc. use, and al information contained hereon, Is the exclusive property of the Architect These documents may not be used or modified without the express written consent of Al ccncemed parties. These documents may only be used in cannedion with the construction of the project Identified hereon. The fling of these documents with public officials or others so as to secure permits and per rdsslons for the construction ate project Identified hereon shall not constitute a puticatlon of these documents. REtt CODE COMPLIANcE ifi g • PROVED APR - 2 2008 1 0 1 2 3 4 5 1/2" =1' -0" 1 0.5 0 1 .5 .25 0 1 3" = 1'- A -8 1 .,.., . 0 200Z 6 '' 1 b T -. 1.......... 39 ` 1 J t PROJECT NUMBER SCALE: N.T.S. SCALE: 1 1/2" =1' -0" LIGHT FIXTURES PIZZA OVEN HOOD SCALE: 1/2" =1' -0" CEILING - AXON VIEW FROM BELOW LIGHT FIXTURES. CONTINUOUS NEON LIGHT, WHITE GLASS -2 PROVIDE BACKING AND BRACING AS NEEDED 1 1/2" WIDE X 1/4" THICK S.S SUPPORT BRACKETS, ANCHOR TO STEEL STUDS OR TO WALL BACKING USE STRUCTURAL SILICONE (CLEAR) TO ADHERE GLASS 70 S.S ANGLE 4 CONTINUOUS CURVED S.S ANGLE, WELDED TO SUPPORT BRACKETS FINISHED WALL TILE SURFACE 2 CURVED GLASS BOTTOM SUPPORT A-9 U i SECTION THROUGH PIZZA OVEN BOTTOM SUPPORT - 3D AXON SCALE: N.T.S. H 1 I t DRYWALL SOFFIT WALL AROUND PIZZA OVEN CONTINUOUS TOP RAIL FOR GLASS 9 N PAINT INSIDE WHITE TO REFLECT LIGHT SUSPENDED CURVED GLASS HOOD SCALE: 1 1/T = 1' -0g ca 2° ROUND S.S CAP AT CEILING ATTACHMENT 1`701" STAINLESS STEEL T.S KICK BACK TO CEILING, RESIN RING #1 in ONE AT EACH END, ONE IN MIDDLE OF THE TOTAL LENGTH OF RING c� STAINLESS STEEL SUPPORT RINGS 2'X2" RESIN RING #2 I'o I EXTRUSION RESIN RING #3 co c� } RESIN RING #4 VERTICAL STAINLESS STEEL 1" ROD, ATTACHED TO CEILING CURVED RESIN PANELS, COLD - BENT OR HEAT FORMED (VERIFY WITH MANUFACTURER) SUSPENDED METAL/RESIN RING DETAIL CENTER OF PIZZA OVEN TOWER CENTER OF SUSPEND METAL / RESIN RING PIZZA OVEN TOWER SEE OTHER DETAILS CURVED GLASS -2 HO METAL SOFFIT WITH CENTER OF PIZZA OVEN TOWER CENTER OF SUSPENDED METAL / RESIN RING CENTER OF PIZZA OVEN TOWER CENTER OF SUSPENDED METAL / RESIN RING RCP - RESIN RING #1 SCALE: 3/8° =1' -0° 416 RCP - RESIN RING #3 SCALE: 318" = 1' -0" G 45* Copyrighted 2007. AI rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and al Information contained hereon, is the exclusive property of the Architect. These documents may not be used or moMed without the express written consent of AI concerned parties. These documents may only be used In connection with the construction of the project identified hereon. The Ming of these documents with public officials or others so as to secure permits and (8) CURVED GLASS SEGMENTS, USE SINGLE LAYER TEMPERED GLASS OR TWO -LAYER LAMINATED 1/4" GLASS GLASS SHALL BE BACK - PAINTED WHITE, TRANSLUCENT TO ALLOW LIGHT TO GLOW THROUGH (10) VERTICAL STAINLESS 1 1k STEEL RODS ATTACHED CEILING, SPACED EVENLY 1 O RCP - SUSPENDED METAL/RESIN RING SCALE: 3/8" =1'-0" S STAND -OFF'S ATTACHED TO METAL RING D RESIN PANELS RESIN RINGS, CUT FROM RESIN PANELS yERIFY WITH MANUFACTURER FOR COLD -BEN" OR HEAT -BENT REVIEWED FOR CODE COMPLIANCE APPROVED APR - 2 2008 CENTER OF PIZZA OVEN TOWER CENTER OF SUSPENDED METAL / RESIN RING RCP - RESIN RING #2 SCALE: 3/8" =1'-0" /4\ CENTER OF PIZZA OVEN TOWER CENTER OF SUSPENDED METAL / RESIN RING ECE VEO OF TUKWILA MAR 2 4 2008 PERMIT GETTER RCP - RESIN RING #4 SCALE: 3/8° =1' -0" ns for the consbudion of the project identified hereon shall not constitute a publication of these documents. � J z 2 w =� o W5 [A H 2 ❑ 5 1—_ w ❑ • ° w c, N NEW LOCATION OF: t PROJECT NUMBER 3234A REV DATE BY NOTES A 01 -10 -08 KL Re -issue 2 A, 01 -10-08 MKH Re -issue A 03.18 -08 BC Landlord's comments DRAWN BY: DBE CHECKED BY: TL /DTM DATE: 10 -25-07 SCALE: N.T.S. SCALE: 1 1/2" =1' -0" LIGHT FIXTURES PIZZA OVEN HOOD SCALE: 1/2" =1' -0" CEILING - AXON VIEW FROM BELOW LIGHT FIXTURES. CONTINUOUS NEON LIGHT, WHITE GLASS -2 PROVIDE BACKING AND BRACING AS NEEDED 1 1/2" WIDE X 1/4" THICK S.S SUPPORT BRACKETS, ANCHOR TO STEEL STUDS OR TO WALL BACKING USE STRUCTURAL SILICONE (CLEAR) TO ADHERE GLASS 70 S.S ANGLE 4 CONTINUOUS CURVED S.S ANGLE, WELDED TO SUPPORT BRACKETS FINISHED WALL TILE SURFACE 2 CURVED GLASS BOTTOM SUPPORT A-9 U i SECTION THROUGH PIZZA OVEN BOTTOM SUPPORT - 3D AXON SCALE: N.T.S. H 1 I t DRYWALL SOFFIT WALL AROUND PIZZA OVEN CONTINUOUS TOP RAIL FOR GLASS 9 N PAINT INSIDE WHITE TO REFLECT LIGHT SUSPENDED CURVED GLASS HOOD SCALE: 1 1/T = 1' -0g ca 2° ROUND S.S CAP AT CEILING ATTACHMENT 1`701" STAINLESS STEEL T.S KICK BACK TO CEILING, RESIN RING #1 in ONE AT EACH END, ONE IN MIDDLE OF THE TOTAL LENGTH OF RING c� STAINLESS STEEL SUPPORT RINGS 2'X2" RESIN RING #2 I'o I EXTRUSION RESIN RING #3 co c� } RESIN RING #4 VERTICAL STAINLESS STEEL 1" ROD, ATTACHED TO CEILING CURVED RESIN PANELS, COLD - BENT OR HEAT FORMED (VERIFY WITH MANUFACTURER) SUSPENDED METAL/RESIN RING DETAIL CENTER OF PIZZA OVEN TOWER CENTER OF SUSPEND METAL / RESIN RING PIZZA OVEN TOWER SEE OTHER DETAILS CURVED GLASS -2 HO METAL SOFFIT WITH CENTER OF PIZZA OVEN TOWER CENTER OF SUSPENDED METAL / RESIN RING CENTER OF PIZZA OVEN TOWER CENTER OF SUSPENDED METAL / RESIN RING RCP - RESIN RING #1 SCALE: 3/8° =1' -0° 416 RCP - RESIN RING #3 SCALE: 318" = 1' -0" G 45* Copyrighted 2007. AI rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and al Information contained hereon, is the exclusive property of the Architect. These documents may not be used or moMed without the express written consent of AI concerned parties. These documents may only be used In connection with the construction of the project identified hereon. The Ming of these documents with public officials or others so as to secure permits and (8) CURVED GLASS SEGMENTS, USE SINGLE LAYER TEMPERED GLASS OR TWO -LAYER LAMINATED 1/4" GLASS GLASS SHALL BE BACK - PAINTED WHITE, TRANSLUCENT TO ALLOW LIGHT TO GLOW THROUGH (10) VERTICAL STAINLESS 1 1k STEEL RODS ATTACHED CEILING, SPACED EVENLY 1 O RCP - SUSPENDED METAL/RESIN RING SCALE: 3/8" =1'-0" S STAND -OFF'S ATTACHED TO METAL RING D RESIN PANELS RESIN RINGS, CUT FROM RESIN PANELS yERIFY WITH MANUFACTURER FOR COLD -BEN" OR HEAT -BENT REVIEWED FOR CODE COMPLIANCE APPROVED APR - 2 2008 CENTER OF PIZZA OVEN TOWER CENTER OF SUSPENDED METAL / RESIN RING RCP - RESIN RING #2 SCALE: 3/8" =1'-0" /4\ CENTER OF PIZZA OVEN TOWER CENTER OF SUSPENDED METAL / RESIN RING ECE VEO OF TUKWILA MAR 2 4 2008 PERMIT GETTER RCP - RESIN RING #4 SCALE: 3/8° =1' -0" ns for the consbudion of the project identified hereon shall not constitute a publication of these documents. � J z 2 w =� o W5 [A H 2 ❑ 5 1—_ w ❑ • ° w c, N NEW LOCATION OF: c 6 PROVIDE OPENING IN WALL AND BACK OF CABINET FOR VENTS $$',I &SF,IE " f A n fi E 1 dL YORK i Copyrighted 200 1'-0 1/2" N O " .1' -011/2°. 8" .1'-0 1/2" OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2° =1' -0" (4� OVEN ENCLOSURE SECTION SCALE: 1/2" =1' -0" 12"Hx12'W 12 1 12W OD ui 3 A-10 LT-5 LIGHT FIXTURE (TYP) OVEN ENCLOSURE ELEVATION SCALE: 1/4" =1' -0" reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor. Inc. use, and at OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2" =1' -0" r- 9 11° 3/4" PLYWOOD WRAPPED IN STAINLESS STEEL O N WOOD BLOCKING 02, SCALE: VT = l'-0 OVEN ENCLOSURE SECTION kmc 12"H x 12'W FINISHED OPENING (144 SQ. IN. 1'-0 1/2" " VENT 4 .11 ° 4 1/2" gK p 11'-8" 13'$" SS CABINET - SEE TAILS ON SUE hereon, Is the exclusive property of the Architect. These documents may not be used or modified without the 4' -41/2" 5" 1'-0 1/2" 11" LT -5 LIGHT FIXTURE (TYP) SS CABINET - SEE DETAILS ON SHEET A -7 '10 OVEN ENCLOSURE ELEVATION i SCALE: 1/4" =1' -0" 12"1-1x 12'W FINISHED OPENING (144 SQ. IN. Y!M titMligitItTARI 8 " H x 36 "L FINISHED OPENING (288 SQ. IN.) OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2" =1' -0° 0 cV 20 "H x 12"W FINISHED '-SS CABINET - SEE OPENING (240 SQ. IN. - TYP. DETAILS ON SHEET D NOT USED VENTILATION OF AN ARCHITECTURALL ENCLOSED GAS FIRED OVEN BAKERS PRIDE PIZZA OVEN: 260,000 BTUH TOP OPENING: REQUIRED: OPENING(S) OF ONE SQUARE INCH FREE AREA PER 1,000 BTUH OF RATED INPUT (260 SQUARE INCHES TOTAL). PROVIDED: (1) OPENING 8 "H x 36'W = 288 SQUARE INCHES BOTTOM OPENING: REQUIRED: OPENING(S) OF ONE SQUARE IN FREE AREA PER 219 BTUH OF RATED INPUT (1,187 SQUARE INCHES TOTAL). PROVIDED: (3) OPENINGS 24'H x 12"W = 864 SQUARE INCHES (288 EACH) (4) OPENINGS 12 "H x 12'W = 576 SQUARE INCHES (144 EACH) = 1,440 SQUARE INCHES TOTAL GENERAL NOTE: AIR OPENINGS SHALL BE FINISHED WITH PERFORATED METAL SCREENS PAINTED TO MATCH ADJACENT TILE FINISH -12 "H x 12"W FINISHED OPENING (144 SQ. IN. TYP. OF 4) OVEN ENCLOSURE ELEVATION SCALE: 1/4' =1' -0' 101/2" (2) LAYERS 3/4" PLYWOOD WRAPPED IN STAINLESS STEEL SCALE: 1/2° =1' -0" 6' -1" 5'-0" REI/IE ED FOV�lB CODE COMPLIANCE APPROVED APR - 2 2008 �„ � Of �'I�lct�ila • Qi ION I 2 1/2" PIZZA OVEN PLATFORM DETAIL GENERAL NOTE: AIR OPENINGS SHALL BE FINISHED WITH PERFORATED METAL SCREENS PAINTED TO MATCH ADJACENT TILE FINISH 1/4" = 1'-0" 0 RECEr ED CITY OF TUKW LA MAR 2 4 2008 PERMIT CENTER 3 5 7 9 11 11 — IN — N I I III III — 1 0 1 2 3 4 5 1/2" = 1' —O" rii!!!!! of Al concerned parties. These documents may only be used In connection with the construction of the project Identified hereon. The Ong of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. A -10 , PROJECT NUMBER " REV 11'-8" BY NOTES A 01 -10 -08 KL Re -issue A 01 -10-08 MKH i '- 01/2 " ,5" 03 -18-08 BC f 11" "5 11" f DBE 13'-6" TL / DTM DATE: / c 6 PROVIDE OPENING IN WALL AND BACK OF CABINET FOR VENTS $$',I &SF,IE " f A n fi E 1 dL YORK i Copyrighted 200 1'-0 1/2" N O " .1' -011/2°. 8" .1'-0 1/2" OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2° =1' -0" (4� OVEN ENCLOSURE SECTION SCALE: 1/2" =1' -0" 12"Hx12'W 12 1 12W OD ui 3 A-10 LT-5 LIGHT FIXTURE (TYP) OVEN ENCLOSURE ELEVATION SCALE: 1/4" =1' -0" reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor. Inc. use, and at OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2" =1' -0" r- 9 11° 3/4" PLYWOOD WRAPPED IN STAINLESS STEEL O N WOOD BLOCKING 02, SCALE: VT = l'-0 OVEN ENCLOSURE SECTION kmc 12"H x 12'W FINISHED OPENING (144 SQ. IN. 1'-0 1/2" " VENT 4 .11 ° 4 1/2" gK p 11'-8" 13'$" SS CABINET - SEE TAILS ON SUE hereon, Is the exclusive property of the Architect. These documents may not be used or modified without the 4' -41/2" 5" 1'-0 1/2" 11" LT -5 LIGHT FIXTURE (TYP) SS CABINET - SEE DETAILS ON SHEET A -7 '10 OVEN ENCLOSURE ELEVATION i SCALE: 1/4" =1' -0" 12"1-1x 12'W FINISHED OPENING (144 SQ. IN. Y!M titMligitItTARI 8 " H x 36 "L FINISHED OPENING (288 SQ. IN.) OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2" =1' -0° 0 cV 20 "H x 12"W FINISHED '-SS CABINET - SEE OPENING (240 SQ. IN. - TYP. DETAILS ON SHEET D NOT USED VENTILATION OF AN ARCHITECTURALL ENCLOSED GAS FIRED OVEN BAKERS PRIDE PIZZA OVEN: 260,000 BTUH TOP OPENING: REQUIRED: OPENING(S) OF ONE SQUARE INCH FREE AREA PER 1,000 BTUH OF RATED INPUT (260 SQUARE INCHES TOTAL). PROVIDED: (1) OPENING 8 "H x 36'W = 288 SQUARE INCHES BOTTOM OPENING: REQUIRED: OPENING(S) OF ONE SQUARE IN FREE AREA PER 219 BTUH OF RATED INPUT (1,187 SQUARE INCHES TOTAL). PROVIDED: (3) OPENINGS 24'H x 12"W = 864 SQUARE INCHES (288 EACH) (4) OPENINGS 12 "H x 12'W = 576 SQUARE INCHES (144 EACH) = 1,440 SQUARE INCHES TOTAL GENERAL NOTE: AIR OPENINGS SHALL BE FINISHED WITH PERFORATED METAL SCREENS PAINTED TO MATCH ADJACENT TILE FINISH -12 "H x 12"W FINISHED OPENING (144 SQ. IN. TYP. OF 4) OVEN ENCLOSURE ELEVATION SCALE: 1/4' =1' -0' 101/2" (2) LAYERS 3/4" PLYWOOD WRAPPED IN STAINLESS STEEL SCALE: 1/2° =1' -0" 6' -1" 5'-0" REI/IE ED FOV�lB CODE COMPLIANCE APPROVED APR - 2 2008 �„ � Of �'I�lct�ila • Qi ION I 2 1/2" PIZZA OVEN PLATFORM DETAIL GENERAL NOTE: AIR OPENINGS SHALL BE FINISHED WITH PERFORATED METAL SCREENS PAINTED TO MATCH ADJACENT TILE FINISH 1/4" = 1'-0" 0 RECEr ED CITY OF TUKW LA MAR 2 4 2008 PERMIT CENTER 3 5 7 9 11 11 — IN — N I I III III — 1 0 1 2 3 4 5 1/2" = 1' —O" rii!!!!! of Al concerned parties. These documents may only be used In connection with the construction of the project Identified hereon. The Ong of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. A -10 , PROJECT NUMBER 1 3234A REV DATE BY NOTES A 01 -10 -08 KL Re -issue A 01 -10-08 MKH AnCor Changes Q4 03 -18-08 BC Landlord's comments DRAWN BY: DBE CHECKED BY: TL / DTM DATE: 10 -25-07 c 6 PROVIDE OPENING IN WALL AND BACK OF CABINET FOR VENTS $$',I &SF,IE " f A n fi E 1 dL YORK i Copyrighted 200 1'-0 1/2" N O " .1' -011/2°. 8" .1'-0 1/2" OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2° =1' -0" (4� OVEN ENCLOSURE SECTION SCALE: 1/2" =1' -0" 12"Hx12'W 12 1 12W OD ui 3 A-10 LT-5 LIGHT FIXTURE (TYP) OVEN ENCLOSURE ELEVATION SCALE: 1/4" =1' -0" reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor. Inc. use, and at OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2" =1' -0" r- 9 11° 3/4" PLYWOOD WRAPPED IN STAINLESS STEEL O N WOOD BLOCKING 02, SCALE: VT = l'-0 OVEN ENCLOSURE SECTION kmc 12"H x 12'W FINISHED OPENING (144 SQ. IN. 1'-0 1/2" " VENT 4 .11 ° 4 1/2" gK p 11'-8" 13'$" SS CABINET - SEE TAILS ON SUE hereon, Is the exclusive property of the Architect. These documents may not be used or modified without the 4' -41/2" 5" 1'-0 1/2" 11" LT -5 LIGHT FIXTURE (TYP) SS CABINET - SEE DETAILS ON SHEET A -7 '10 OVEN ENCLOSURE ELEVATION i SCALE: 1/4" =1' -0" 12"1-1x 12'W FINISHED OPENING (144 SQ. IN. Y!M titMligitItTARI 8 " H x 36 "L FINISHED OPENING (288 SQ. IN.) OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2" =1' -0° 0 cV 20 "H x 12"W FINISHED '-SS CABINET - SEE OPENING (240 SQ. IN. - TYP. DETAILS ON SHEET D NOT USED VENTILATION OF AN ARCHITECTURALL ENCLOSED GAS FIRED OVEN BAKERS PRIDE PIZZA OVEN: 260,000 BTUH TOP OPENING: REQUIRED: OPENING(S) OF ONE SQUARE INCH FREE AREA PER 1,000 BTUH OF RATED INPUT (260 SQUARE INCHES TOTAL). PROVIDED: (1) OPENING 8 "H x 36'W = 288 SQUARE INCHES BOTTOM OPENING: REQUIRED: OPENING(S) OF ONE SQUARE IN FREE AREA PER 219 BTUH OF RATED INPUT (1,187 SQUARE INCHES TOTAL). PROVIDED: (3) OPENINGS 24'H x 12"W = 864 SQUARE INCHES (288 EACH) (4) OPENINGS 12 "H x 12'W = 576 SQUARE INCHES (144 EACH) = 1,440 SQUARE INCHES TOTAL GENERAL NOTE: AIR OPENINGS SHALL BE FINISHED WITH PERFORATED METAL SCREENS PAINTED TO MATCH ADJACENT TILE FINISH -12 "H x 12"W FINISHED OPENING (144 SQ. IN. TYP. OF 4) OVEN ENCLOSURE ELEVATION SCALE: 1/4' =1' -0' 101/2" (2) LAYERS 3/4" PLYWOOD WRAPPED IN STAINLESS STEEL SCALE: 1/2° =1' -0" 6' -1" 5'-0" REI/IE ED FOV�lB CODE COMPLIANCE APPROVED APR - 2 2008 �„ � Of �'I�lct�ila • Qi ION I 2 1/2" PIZZA OVEN PLATFORM DETAIL GENERAL NOTE: AIR OPENINGS SHALL BE FINISHED WITH PERFORATED METAL SCREENS PAINTED TO MATCH ADJACENT TILE FINISH 1/4" = 1'-0" 0 RECEr ED CITY OF TUKW LA MAR 2 4 2008 PERMIT CENTER 3 5 7 9 11 11 — IN — N I I III III — 1 0 1 2 3 4 5 1/2" = 1' —O" rii!!!!! of Al concerned parties. These documents may only be used In connection with the construction of the project Identified hereon. The Ong of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. A -10 OVEN ENCLOSURE DETAILS c 6 PROVIDE OPENING IN WALL AND BACK OF CABINET FOR VENTS $$',I &SF,IE " f A n fi E 1 dL YORK i Copyrighted 200 1'-0 1/2" N O " .1' -011/2°. 8" .1'-0 1/2" OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2° =1' -0" (4� OVEN ENCLOSURE SECTION SCALE: 1/2" =1' -0" 12"Hx12'W 12 1 12W OD ui 3 A-10 LT-5 LIGHT FIXTURE (TYP) OVEN ENCLOSURE ELEVATION SCALE: 1/4" =1' -0" reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor. Inc. use, and at OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2" =1' -0" r- 9 11° 3/4" PLYWOOD WRAPPED IN STAINLESS STEEL O N WOOD BLOCKING 02, SCALE: VT = l'-0 OVEN ENCLOSURE SECTION kmc 12"H x 12'W FINISHED OPENING (144 SQ. IN. 1'-0 1/2" " VENT 4 .11 ° 4 1/2" gK p 11'-8" 13'$" SS CABINET - SEE TAILS ON SUE hereon, Is the exclusive property of the Architect. These documents may not be used or modified without the 4' -41/2" 5" 1'-0 1/2" 11" LT -5 LIGHT FIXTURE (TYP) SS CABINET - SEE DETAILS ON SHEET A -7 '10 OVEN ENCLOSURE ELEVATION i SCALE: 1/4" =1' -0" 12"1-1x 12'W FINISHED OPENING (144 SQ. IN. Y!M titMligitItTARI 8 " H x 36 "L FINISHED OPENING (288 SQ. IN.) OVEN ENCLOSURE BOTTOM AIR OPENING LAYOUT SCALE: 1/2" =1' -0° 0 cV 20 "H x 12"W FINISHED '-SS CABINET - SEE OPENING (240 SQ. IN. - TYP. DETAILS ON SHEET D NOT USED VENTILATION OF AN ARCHITECTURALL ENCLOSED GAS FIRED OVEN BAKERS PRIDE PIZZA OVEN: 260,000 BTUH TOP OPENING: REQUIRED: OPENING(S) OF ONE SQUARE INCH FREE AREA PER 1,000 BTUH OF RATED INPUT (260 SQUARE INCHES TOTAL). PROVIDED: (1) OPENING 8 "H x 36'W = 288 SQUARE INCHES BOTTOM OPENING: REQUIRED: OPENING(S) OF ONE SQUARE IN FREE AREA PER 219 BTUH OF RATED INPUT (1,187 SQUARE INCHES TOTAL). PROVIDED: (3) OPENINGS 24'H x 12"W = 864 SQUARE INCHES (288 EACH) (4) OPENINGS 12 "H x 12'W = 576 SQUARE INCHES (144 EACH) = 1,440 SQUARE INCHES TOTAL GENERAL NOTE: AIR OPENINGS SHALL BE FINISHED WITH PERFORATED METAL SCREENS PAINTED TO MATCH ADJACENT TILE FINISH -12 "H x 12"W FINISHED OPENING (144 SQ. IN. TYP. OF 4) OVEN ENCLOSURE ELEVATION SCALE: 1/4' =1' -0' 101/2" (2) LAYERS 3/4" PLYWOOD WRAPPED IN STAINLESS STEEL SCALE: 1/2° =1' -0" 6' -1" 5'-0" REI/IE ED FOV�lB CODE COMPLIANCE APPROVED APR - 2 2008 �„ � Of �'I�lct�ila • Qi ION I 2 1/2" PIZZA OVEN PLATFORM DETAIL GENERAL NOTE: AIR OPENINGS SHALL BE FINISHED WITH PERFORATED METAL SCREENS PAINTED TO MATCH ADJACENT TILE FINISH 1/4" = 1'-0" 0 RECEr ED CITY OF TUKW LA MAR 2 4 2008 PERMIT CENTER 3 5 7 9 11 11 — IN — N I I III III — 1 0 1 2 3 4 5 1/2" = 1' —O" rii!!!!! of Al concerned parties. These documents may only be used In connection with the construction of the project Identified hereon. The Ong of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. A -10 4' -2 1/4" 4' -21/4" 4' -21/4" 4' -2 1/4" 4' -21/4" 4' -2 1/4" 4' -21/4" 4' -81/4" r PROJECT NUMBER 3234A REV DATE BY NOTES d 01 -10 -08 SECTION A / SECTION B - _ . L - _- - / / _ < _ , ar _ A/ _ _. 40r / m ..ar SECTION C SECTION D SECTION E SECTION F SECTION G Or • _ --� _ All 4 SECTION H PHOTO PHOTO PASTA / SALAD MENU PIZZA MENU DRINK / DESERT MENU PHOTO PHOTO BLANK (NOT VISIBLE FROM CUSTOMER COUNTER) -. _.. __..._. _ - T ; :% : 7 7 ',% i j% Vii?/ ?i 7/ 777777/7 '7, 7 /7 7 7/77//7/777,77 /77/ i i l%7T� 7/;, ' ___..- .r/.77 -. __ ._ /77 ' I I 1 % ( , c61' vp._.2 •,,,, ps.A rdi k : NCIF.1,NlitreM 40 7LVIS v V i itiid#t, 6 ;st,Agi [..--- ,...._i .m. ik-r1 5v4;, ■. } •1 RETURN'C1 FINISH AT TOP IF VISIBLE TO PUBLIC 6" STUDS 16G ATTACHED TO DECK ABOVE. 5/8" TYPE 'X' GWB 1/2" PLYWOOD BACKING 1/2" 'CV SOLID SURFACE FINISH 12' -0" AFF 'flect. ���w55?f'•.•3•�4..73��3,3��k STORE FRONT BULKHEAD DETAIL SCALE: 1 1/2" =1 rzi". MENU BOARD GRAPHIC LAYOUT DETAIL SCALE: 112" =1'-0" 1' -0 3/4" 11 3/4" FRAMING AS REQUIRED 1' -10" 2' -0" LANDLORD SUPPLIED BULKHEAD T GWB CEILING iD 34' -0" AFF 11' -0" AFF Er? 4" CONTINUOUS CURVED S.S. ANGLE BEHIND GLASS 2" DIMENSIONAL INTERNALLY ILLUMINATED LETTERS MOUNTED TO LEDGE STORE FRONT SIGN ELEVATION SCALE: 1 1/2" =1 LOCATION OF 1 1/2" WIDE S.S. SUPPORT BRACKETS (TYP) PORTION HIDDEN IN RECESSED BRACKET AT CEILING — TRIM EDGE TO FIT GLASS, AS NEEDED Art uo SCALE: 1/2" =1' -0" 9' -0" AF 3IN RING B.O. RESIN RING B.O. MENU BOARD MAXIMUM SIGNAGE AREA MENU BOARD GRAPHIC LAYOUT PLAN LINE OF COUNTER RETURN 'C1' FINISH AT TOP IF VISIBLE TO PUBLIC 1/2" PLYWOOD BACKING (TYP) 2" DIMENSIONAL INTERNALLY ILLUMINATED LETTERS MOUNTED TO LEDGE 1/2 "'C1' SOLID SURFACE FINISH 1/2 "'C1' SOLID SURFACE FINISH LANDLORD SUPPLIED BULKHEAD SOFFIT BY TENANT �1 STORE FRONT SIGN SECTION r� SCALE: 1 1/2" =1' -0" 1/2" = 1'-0" �.7 1 1/2" . 1' -0" REVIEvl CODE MP NCE APPROVED ■ APR - 2 2008 ■ B � Of Tu�ril� 0 LINE OF COUNTER 0.5 1 2 0 RECE . ED CITY OF TUKWILA MAR 2 4 1008 PERMIT CENTER Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and al irdarn afian contained hereon. Is the exclusive property of the Architect_ These documents may not be used or modified without the express written consent of Al concerned parties. These documents may only be used In connection with the construction of the project Identified hereon. The fig of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. 5 1 1' r A -1 r PROJECT NUMBER 3234A REV DATE BY NOTES d 01 -10 -08 KL First Issue A 01 -10 -08 MKH First Issue DRAWN BY: KL CHECKED BY: TL / DTM DATE: 01 -10 -08 RETURN'C1 FINISH AT TOP IF VISIBLE TO PUBLIC 6" STUDS 16G ATTACHED TO DECK ABOVE. 5/8" TYPE 'X' GWB 1/2" PLYWOOD BACKING 1/2" 'CV SOLID SURFACE FINISH 12' -0" AFF 'flect. ���w55?f'•.•3•�4..73��3,3��k STORE FRONT BULKHEAD DETAIL SCALE: 1 1/2" =1 rzi". MENU BOARD GRAPHIC LAYOUT DETAIL SCALE: 112" =1'-0" 1' -0 3/4" 11 3/4" FRAMING AS REQUIRED 1' -10" 2' -0" LANDLORD SUPPLIED BULKHEAD T GWB CEILING iD 34' -0" AFF 11' -0" AFF Er? 4" CONTINUOUS CURVED S.S. ANGLE BEHIND GLASS 2" DIMENSIONAL INTERNALLY ILLUMINATED LETTERS MOUNTED TO LEDGE STORE FRONT SIGN ELEVATION SCALE: 1 1/2" =1 LOCATION OF 1 1/2" WIDE S.S. SUPPORT BRACKETS (TYP) PORTION HIDDEN IN RECESSED BRACKET AT CEILING — TRIM EDGE TO FIT GLASS, AS NEEDED Art uo SCALE: 1/2" =1' -0" 9' -0" AF 3IN RING B.O. RESIN RING B.O. MENU BOARD MAXIMUM SIGNAGE AREA MENU BOARD GRAPHIC LAYOUT PLAN LINE OF COUNTER RETURN 'C1' FINISH AT TOP IF VISIBLE TO PUBLIC 1/2" PLYWOOD BACKING (TYP) 2" DIMENSIONAL INTERNALLY ILLUMINATED LETTERS MOUNTED TO LEDGE 1/2 "'C1' SOLID SURFACE FINISH 1/2 "'C1' SOLID SURFACE FINISH LANDLORD SUPPLIED BULKHEAD SOFFIT BY TENANT �1 STORE FRONT SIGN SECTION r� SCALE: 1 1/2" =1' -0" 1/2" = 1'-0" �.7 1 1/2" . 1' -0" REVIEvl CODE MP NCE APPROVED ■ APR - 2 2008 ■ B � Of Tu�ril� 0 LINE OF COUNTER 0.5 1 2 0 RECE . ED CITY OF TUKWILA MAR 2 4 1008 PERMIT CENTER Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and al irdarn afian contained hereon. Is the exclusive property of the Architect_ These documents may not be used or modified without the express written consent of Al concerned parties. These documents may only be used In connection with the construction of the project Identified hereon. The fig of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. 5 1 1' r A -1 rmmiNgs DETAILS RETURN'C1 FINISH AT TOP IF VISIBLE TO PUBLIC 6" STUDS 16G ATTACHED TO DECK ABOVE. 5/8" TYPE 'X' GWB 1/2" PLYWOOD BACKING 1/2" 'CV SOLID SURFACE FINISH 12' -0" AFF 'flect. ���w55?f'•.•3•�4..73��3,3��k STORE FRONT BULKHEAD DETAIL SCALE: 1 1/2" =1 rzi". MENU BOARD GRAPHIC LAYOUT DETAIL SCALE: 112" =1'-0" 1' -0 3/4" 11 3/4" FRAMING AS REQUIRED 1' -10" 2' -0" LANDLORD SUPPLIED BULKHEAD T GWB CEILING iD 34' -0" AFF 11' -0" AFF Er? 4" CONTINUOUS CURVED S.S. ANGLE BEHIND GLASS 2" DIMENSIONAL INTERNALLY ILLUMINATED LETTERS MOUNTED TO LEDGE STORE FRONT SIGN ELEVATION SCALE: 1 1/2" =1 LOCATION OF 1 1/2" WIDE S.S. SUPPORT BRACKETS (TYP) PORTION HIDDEN IN RECESSED BRACKET AT CEILING — TRIM EDGE TO FIT GLASS, AS NEEDED Art uo SCALE: 1/2" =1' -0" 9' -0" AF 3IN RING B.O. RESIN RING B.O. MENU BOARD MAXIMUM SIGNAGE AREA MENU BOARD GRAPHIC LAYOUT PLAN LINE OF COUNTER RETURN 'C1' FINISH AT TOP IF VISIBLE TO PUBLIC 1/2" PLYWOOD BACKING (TYP) 2" DIMENSIONAL INTERNALLY ILLUMINATED LETTERS MOUNTED TO LEDGE 1/2 "'C1' SOLID SURFACE FINISH 1/2 "'C1' SOLID SURFACE FINISH LANDLORD SUPPLIED BULKHEAD SOFFIT BY TENANT �1 STORE FRONT SIGN SECTION r� SCALE: 1 1/2" =1' -0" 1/2" = 1'-0" �.7 1 1/2" . 1' -0" REVIEvl CODE MP NCE APPROVED ■ APR - 2 2008 ■ B � Of Tu�ril� 0 LINE OF COUNTER 0.5 1 2 0 RECE . ED CITY OF TUKWILA MAR 2 4 1008 PERMIT CENTER Copyrighted 2007. Al rights reserved. These drawings were prepared by DTM Architect at the request of Sbarro for AnCor, Inc. use, and al irdarn afian contained hereon. Is the exclusive property of the Architect_ These documents may not be used or modified without the express written consent of Al concerned parties. These documents may only be used In connection with the construction of the project Identified hereon. The fig of these documents with public officials or others so as to secure permits and permissions for the construction of the project identified hereon shall not constitute a publication of these documents. 5 1 1' r A -1 c:: DE &IGf�= i�s+id_;�" y a � BAs NOTES: 1. FINISH WATER HEATER PLATFORM AND KITCHEN AREA WALLS WITH 'FRP' (TYP). TERMINATE 'FRP' AT UNDERSIDE OF CEILING (TYP). 2. WATER HEATER OVERFLOW DRAIN LINES MUST BE INSTALLED WITHIN ENCLOSURE AND DRAIN TO MOP SINK BELOW. EXISTING METAL STUD z WATER HEATER MAX. WT. =1200Ibs. 3/4" FIRE TREATED PLYWOOD W/ 10D SCREWS @ 6" O.C.E. @ 12" O.C.F. SCALE: 3/4" = 1'-0 BLACK LAMINATE COVER STAINLESS STEEL ANGLE cv a 1/2" ROUND COUNTER SEE LEVATION 51A -12 2' -1 1/4" TO FACE OF STUDS 1 1/2" 3 5/8" WIDE 16 GAUGE CHANNEL OR UNISTRUT BAR. BOLT TO STUDS HEATER STRAP PER MFG'S REQMNTS. STRAP AT TOP AND BOTTOM OF HEATER. 3 5/8" WIDE 16 GAUGE CHANNEL OR UNISTRUT BAR. BOLT TO STUDS 2' -9 5/8" WATER HEATER PLATFORM DETAILS SCALE: 1" =1'-0" (1)STAINLESS STEEL ADJUSTABLE LEG - FRONT ONLY COUNTER ELEVATION STAINLESS STEEL ADJUSTABLE LEGS STAINLESS STEEL BRACE 1'-8" (2) #10 TEK SCREW @ 6" O.C. TYP. EXISTING METAL STUD -• MOP SINK /2" 3'-6" 3 1 /Y SECTION DETAIL SCALE: 3/4' =1' -0" -0 1' " 1 1/2" 15'-5 1/8" 5/8" WATER RESISTANT GWB FINISH SURFACES WITH 'FRP' 3/4" FIRE RATED PLYWOOD FOR TOP OF WATER HEATER SHELF 3 5/8" WIDE CHANNEL 16 GAUGE FINISH UNDERSIDE AND FRONT OF PLATFORM W/ 5/8' TYPE "X" WATER RESISTANT GWB & FRP. 5/8" FIRE RATED PLYWOOD BLOCKING FINISH WATER HEATER PLATFORM AND KITCHEN AREA WALLS WITH 'FRP' (TYP). TERMINATE 'FRP' AT UNDERSIDE OF CEILING (TYP). 1 1/2" BLACK LAMINATE COVER STAINLESS STEEL ANGLE SS FRAME SS SCREEN TI0 STAINLESS STEEL BRACE STAINLESS STEEL ADJUSTABLE LEGS ROUND COUNTER V SEE ELEVATION 5/A-12 1 1/2" FRAME ACOUSTICAL CEILING TILE AROUND WATER HEATER IF NECESSARY. VERIFY CEILING HEIGHT IN FIELD WATER HEATER PAN 3/4" FIRE RATED PLYWOOD. FINISH TOP WITH 'FRP' (2) #10 TEK SCREW @ 6" O.C. TYP. 5/8" WATER RESISTANT GWB FINISH SURFACES WITH 'FRP' 3 5/8" METAL STUD 16 GAUGE @12 "O.C. OVERFLOW DRAIN MOP SINK LINE SECTION DETAIL SCALE. 3/4" =1' -0" 1 1/2" SS FRAME 1204807 SS PIANO HINGE FULL LENGHT TYPE: TIGHT CLEARANCE McMASTER CARR #15665A162 BLACK LAMINATE COVER STAINLESS STEEL ANGLE STAINLESS STEEL BRACE SS SCREEN T10 STAINLESS STEEL ADJUSTABLE LEGS F 0) w 1 1/2" VARIES VARIES TYP. DOOR ELEVATION 1 1/2" 1 SEE ELEV. 6/A -12 1 1/2" 3/4" = 1' - 0" STAINLESS STEEL FRAME SS SCREEN 0.5 NOTE: SEE ELEVATION DRAWINGS FOR DOOR DIMENSIONS CATCH - TOP ONLY McMASTER CARR #8040A14 ROLLER TYPE 0 BLACK LAMINATE COVER STAINLESS STEEL ANGLE SS FRAME SS SCREEN FLUSH RECESSED POCKET PULL: MCMASTER CARR 1655A8 SS 3/4 TYP. SECTION SS CABINET DOOR ELEVATION AND SECTION SCALE: 1 1/2" =1' -0' RECEI' CITY OF TuK MLA MAR 2 4 2008 PEIRMIT CE 4TER CO w 3 Copyrighted 2007. A9 rights reserved. These drawings were prepared by DTM Architect at the request of Sharro for AnCor. Inc. use, and ati Information contained hereon, is the exdusivo property of the Architect. These documents may not be used Of madded without the egress written consent of AI concerned parties. These documents may only be used In connection with the construction of the project identified hereon. The tiring of these documents with public otiidals cr others so as to secure permits and permissions for the construction of the project Identified hereon shall not consf a puU Icabon of these documents. PLYWOOD BLOCKING � An.-- REV I ., NOTES - II 01 -10-08 , 0 u r Li. L 8 \ • r A il v First Issue , .„, 03 -18 -08 I. i A 4 c� DRAWN BY: MKH • TL /DTM c:: DE &IGf�= i�s+id_;�" y a � BAs NOTES: 1. FINISH WATER HEATER PLATFORM AND KITCHEN AREA WALLS WITH 'FRP' (TYP). TERMINATE 'FRP' AT UNDERSIDE OF CEILING (TYP). 2. WATER HEATER OVERFLOW DRAIN LINES MUST BE INSTALLED WITHIN ENCLOSURE AND DRAIN TO MOP SINK BELOW. EXISTING METAL STUD z WATER HEATER MAX. WT. =1200Ibs. 3/4" FIRE TREATED PLYWOOD W/ 10D SCREWS @ 6" O.C.E. @ 12" O.C.F. SCALE: 3/4" = 1'-0 BLACK LAMINATE COVER STAINLESS STEEL ANGLE cv a 1/2" ROUND COUNTER SEE LEVATION 51A -12 2' -1 1/4" TO FACE OF STUDS 1 1/2" 3 5/8" WIDE 16 GAUGE CHANNEL OR UNISTRUT BAR. BOLT TO STUDS HEATER STRAP PER MFG'S REQMNTS. STRAP AT TOP AND BOTTOM OF HEATER. 3 5/8" WIDE 16 GAUGE CHANNEL OR UNISTRUT BAR. BOLT TO STUDS 2' -9 5/8" WATER HEATER PLATFORM DETAILS SCALE: 1" =1'-0" (1)STAINLESS STEEL ADJUSTABLE LEG - FRONT ONLY COUNTER ELEVATION STAINLESS STEEL ADJUSTABLE LEGS STAINLESS STEEL BRACE 1'-8" (2) #10 TEK SCREW @ 6" O.C. TYP. EXISTING METAL STUD -• MOP SINK /2" 3'-6" 3 1 /Y SECTION DETAIL SCALE: 3/4' =1' -0" -0 1' " 1 1/2" 15'-5 1/8" 5/8" WATER RESISTANT GWB FINISH SURFACES WITH 'FRP' 3/4" FIRE RATED PLYWOOD FOR TOP OF WATER HEATER SHELF 3 5/8" WIDE CHANNEL 16 GAUGE FINISH UNDERSIDE AND FRONT OF PLATFORM W/ 5/8' TYPE "X" WATER RESISTANT GWB & FRP. 5/8" FIRE RATED PLYWOOD BLOCKING FINISH WATER HEATER PLATFORM AND KITCHEN AREA WALLS WITH 'FRP' (TYP). TERMINATE 'FRP' AT UNDERSIDE OF CEILING (TYP). 1 1/2" BLACK LAMINATE COVER STAINLESS STEEL ANGLE SS FRAME SS SCREEN TI0 STAINLESS STEEL BRACE STAINLESS STEEL ADJUSTABLE LEGS ROUND COUNTER V SEE ELEVATION 5/A-12 1 1/2" FRAME ACOUSTICAL CEILING TILE AROUND WATER HEATER IF NECESSARY. VERIFY CEILING HEIGHT IN FIELD WATER HEATER PAN 3/4" FIRE RATED PLYWOOD. FINISH TOP WITH 'FRP' (2) #10 TEK SCREW @ 6" O.C. TYP. 5/8" WATER RESISTANT GWB FINISH SURFACES WITH 'FRP' 3 5/8" METAL STUD 16 GAUGE @12 "O.C. OVERFLOW DRAIN MOP SINK LINE SECTION DETAIL SCALE. 3/4" =1' -0" 1 1/2" SS FRAME 1204807 SS PIANO HINGE FULL LENGHT TYPE: TIGHT CLEARANCE McMASTER CARR #15665A162 BLACK LAMINATE COVER STAINLESS STEEL ANGLE STAINLESS STEEL BRACE SS SCREEN T10 STAINLESS STEEL ADJUSTABLE LEGS F 0) w 1 1/2" VARIES VARIES TYP. DOOR ELEVATION 1 1/2" 1 SEE ELEV. 6/A -12 1 1/2" 3/4" = 1' - 0" STAINLESS STEEL FRAME SS SCREEN 0.5 NOTE: SEE ELEVATION DRAWINGS FOR DOOR DIMENSIONS CATCH - TOP ONLY McMASTER CARR #8040A14 ROLLER TYPE 0 BLACK LAMINATE COVER STAINLESS STEEL ANGLE SS FRAME SS SCREEN FLUSH RECESSED POCKET PULL: MCMASTER CARR 1655A8 SS 3/4 TYP. SECTION SS CABINET DOOR ELEVATION AND SECTION SCALE: 1 1/2" =1' -0' RECEI' CITY OF TuK MLA MAR 2 4 2008 PEIRMIT CE 4TER CO w 3 Copyrighted 2007. A9 rights reserved. These drawings were prepared by DTM Architect at the request of Sharro for AnCor. Inc. use, and ati Information contained hereon, is the exdusivo property of the Architect. These documents may not be used Of madded without the egress written consent of AI concerned parties. These documents may only be used In connection with the construction of the project identified hereon. The tiring of these documents with public otiidals cr others so as to secure permits and permissions for the construction of the project Identified hereon shall not consf a puU Icabon of these documents. 1 PROJECT NUMBER 3234A REV DATE BY NOTES Q 01 -10-08 KL z r Li. L 8 \ o fV ....„ E.^ r.'3 ,.•,- • M . � First Issue A 03 -18 -08 BC Landlord's comments x DRAWN BY: MKH CHECKED BY: c:: DE &IGf�= i�s+id_;�" y a � BAs NOTES: 1. FINISH WATER HEATER PLATFORM AND KITCHEN AREA WALLS WITH 'FRP' (TYP). TERMINATE 'FRP' AT UNDERSIDE OF CEILING (TYP). 2. WATER HEATER OVERFLOW DRAIN LINES MUST BE INSTALLED WITHIN ENCLOSURE AND DRAIN TO MOP SINK BELOW. EXISTING METAL STUD z WATER HEATER MAX. WT. =1200Ibs. 3/4" FIRE TREATED PLYWOOD W/ 10D SCREWS @ 6" O.C.E. @ 12" O.C.F. SCALE: 3/4" = 1'-0 BLACK LAMINATE COVER STAINLESS STEEL ANGLE cv a 1/2" ROUND COUNTER SEE LEVATION 51A -12 2' -1 1/4" TO FACE OF STUDS 1 1/2" 3 5/8" WIDE 16 GAUGE CHANNEL OR UNISTRUT BAR. BOLT TO STUDS HEATER STRAP PER MFG'S REQMNTS. STRAP AT TOP AND BOTTOM OF HEATER. 3 5/8" WIDE 16 GAUGE CHANNEL OR UNISTRUT BAR. BOLT TO STUDS 2' -9 5/8" WATER HEATER PLATFORM DETAILS SCALE: 1" =1'-0" (1)STAINLESS STEEL ADJUSTABLE LEG - FRONT ONLY COUNTER ELEVATION STAINLESS STEEL ADJUSTABLE LEGS STAINLESS STEEL BRACE 1'-8" (2) #10 TEK SCREW @ 6" O.C. TYP. EXISTING METAL STUD -• MOP SINK /2" 3'-6" 3 1 /Y SECTION DETAIL SCALE: 3/4' =1' -0" -0 1' " 1 1/2" 15'-5 1/8" 5/8" WATER RESISTANT GWB FINISH SURFACES WITH 'FRP' 3/4" FIRE RATED PLYWOOD FOR TOP OF WATER HEATER SHELF 3 5/8" WIDE CHANNEL 16 GAUGE FINISH UNDERSIDE AND FRONT OF PLATFORM W/ 5/8' TYPE "X" WATER RESISTANT GWB & FRP. 5/8" FIRE RATED PLYWOOD BLOCKING FINISH WATER HEATER PLATFORM AND KITCHEN AREA WALLS WITH 'FRP' (TYP). TERMINATE 'FRP' AT UNDERSIDE OF CEILING (TYP). 1 1/2" BLACK LAMINATE COVER STAINLESS STEEL ANGLE SS FRAME SS SCREEN TI0 STAINLESS STEEL BRACE STAINLESS STEEL ADJUSTABLE LEGS ROUND COUNTER V SEE ELEVATION 5/A-12 1 1/2" FRAME ACOUSTICAL CEILING TILE AROUND WATER HEATER IF NECESSARY. VERIFY CEILING HEIGHT IN FIELD WATER HEATER PAN 3/4" FIRE RATED PLYWOOD. FINISH TOP WITH 'FRP' (2) #10 TEK SCREW @ 6" O.C. TYP. 5/8" WATER RESISTANT GWB FINISH SURFACES WITH 'FRP' 3 5/8" METAL STUD 16 GAUGE @12 "O.C. OVERFLOW DRAIN MOP SINK LINE SECTION DETAIL SCALE. 3/4" =1' -0" 1 1/2" SS FRAME 1204807 SS PIANO HINGE FULL LENGHT TYPE: TIGHT CLEARANCE McMASTER CARR #15665A162 BLACK LAMINATE COVER STAINLESS STEEL ANGLE STAINLESS STEEL BRACE SS SCREEN T10 STAINLESS STEEL ADJUSTABLE LEGS F 0) w 1 1/2" VARIES VARIES TYP. DOOR ELEVATION 1 1/2" 1 SEE ELEV. 6/A -12 1 1/2" 3/4" = 1' - 0" STAINLESS STEEL FRAME SS SCREEN 0.5 NOTE: SEE ELEVATION DRAWINGS FOR DOOR DIMENSIONS CATCH - TOP ONLY McMASTER CARR #8040A14 ROLLER TYPE 0 BLACK LAMINATE COVER STAINLESS STEEL ANGLE SS FRAME SS SCREEN FLUSH RECESSED POCKET PULL: MCMASTER CARR 1655A8 SS 3/4 TYP. SECTION SS CABINET DOOR ELEVATION AND SECTION SCALE: 1 1/2" =1' -0' RECEI' CITY OF TuK MLA MAR 2 4 2008 PEIRMIT CE 4TER CO w 3 Copyrighted 2007. A9 rights reserved. These drawings were prepared by DTM Architect at the request of Sharro for AnCor. Inc. use, and ati Information contained hereon, is the exdusivo property of the Architect. These documents may not be used Of madded without the egress written consent of AI concerned parties. These documents may only be used In connection with the construction of the project identified hereon. The tiring of these documents with public otiidals cr others so as to secure permits and permissions for the construction of the project Identified hereon shall not consf a puU Icabon of these documents. 1 PROJECT NUMBER 3234A REV DATE BY NOTES Q 01 -10-08 KL First Issue Q2 01 -10-08 MKH First Issue A 03 -18 -08 BC Landlord's comments DRAWN BY: MKH CHECKED BY: TL /DTM DATE: 01 -10 -08 J c:: DE &IGf�= i�s+id_;�" y a � BAs NOTES: 1. FINISH WATER HEATER PLATFORM AND KITCHEN AREA WALLS WITH 'FRP' (TYP). TERMINATE 'FRP' AT UNDERSIDE OF CEILING (TYP). 2. WATER HEATER OVERFLOW DRAIN LINES MUST BE INSTALLED WITHIN ENCLOSURE AND DRAIN TO MOP SINK BELOW. EXISTING METAL STUD z WATER HEATER MAX. WT. =1200Ibs. 3/4" FIRE TREATED PLYWOOD W/ 10D SCREWS @ 6" O.C.E. @ 12" O.C.F. SCALE: 3/4" = 1'-0 BLACK LAMINATE COVER STAINLESS STEEL ANGLE cv a 1/2" ROUND COUNTER SEE LEVATION 51A -12 2' -1 1/4" TO FACE OF STUDS 1 1/2" 3 5/8" WIDE 16 GAUGE CHANNEL OR UNISTRUT BAR. BOLT TO STUDS HEATER STRAP PER MFG'S REQMNTS. STRAP AT TOP AND BOTTOM OF HEATER. 3 5/8" WIDE 16 GAUGE CHANNEL OR UNISTRUT BAR. BOLT TO STUDS 2' -9 5/8" WATER HEATER PLATFORM DETAILS SCALE: 1" =1'-0" (1)STAINLESS STEEL ADJUSTABLE LEG - FRONT ONLY COUNTER ELEVATION STAINLESS STEEL ADJUSTABLE LEGS STAINLESS STEEL BRACE 1'-8" (2) #10 TEK SCREW @ 6" O.C. TYP. EXISTING METAL STUD -• MOP SINK /2" 3'-6" 3 1 /Y SECTION DETAIL SCALE: 3/4' =1' -0" -0 1' " 1 1/2" 15'-5 1/8" 5/8" WATER RESISTANT GWB FINISH SURFACES WITH 'FRP' 3/4" FIRE RATED PLYWOOD FOR TOP OF WATER HEATER SHELF 3 5/8" WIDE CHANNEL 16 GAUGE FINISH UNDERSIDE AND FRONT OF PLATFORM W/ 5/8' TYPE "X" WATER RESISTANT GWB & FRP. 5/8" FIRE RATED PLYWOOD BLOCKING FINISH WATER HEATER PLATFORM AND KITCHEN AREA WALLS WITH 'FRP' (TYP). TERMINATE 'FRP' AT UNDERSIDE OF CEILING (TYP). 1 1/2" BLACK LAMINATE COVER STAINLESS STEEL ANGLE SS FRAME SS SCREEN TI0 STAINLESS STEEL BRACE STAINLESS STEEL ADJUSTABLE LEGS ROUND COUNTER V SEE ELEVATION 5/A-12 1 1/2" FRAME ACOUSTICAL CEILING TILE AROUND WATER HEATER IF NECESSARY. VERIFY CEILING HEIGHT IN FIELD WATER HEATER PAN 3/4" FIRE RATED PLYWOOD. FINISH TOP WITH 'FRP' (2) #10 TEK SCREW @ 6" O.C. TYP. 5/8" WATER RESISTANT GWB FINISH SURFACES WITH 'FRP' 3 5/8" METAL STUD 16 GAUGE @12 "O.C. OVERFLOW DRAIN MOP SINK LINE SECTION DETAIL SCALE. 3/4" =1' -0" 1 1/2" SS FRAME 1204807 SS PIANO HINGE FULL LENGHT TYPE: TIGHT CLEARANCE McMASTER CARR #15665A162 BLACK LAMINATE COVER STAINLESS STEEL ANGLE STAINLESS STEEL BRACE SS SCREEN T10 STAINLESS STEEL ADJUSTABLE LEGS F 0) w 1 1/2" VARIES VARIES TYP. DOOR ELEVATION 1 1/2" 1 SEE ELEV. 6/A -12 1 1/2" 3/4" = 1' - 0" STAINLESS STEEL FRAME SS SCREEN 0.5 NOTE: SEE ELEVATION DRAWINGS FOR DOOR DIMENSIONS CATCH - TOP ONLY McMASTER CARR #8040A14 ROLLER TYPE 0 BLACK LAMINATE COVER STAINLESS STEEL ANGLE SS FRAME SS SCREEN FLUSH RECESSED POCKET PULL: MCMASTER CARR 1655A8 SS 3/4 TYP. SECTION SS CABINET DOOR ELEVATION AND SECTION SCALE: 1 1/2" =1' -0' RECEI' CITY OF TuK MLA MAR 2 4 2008 PEIRMIT CE 4TER CO w 3 Copyrighted 2007. A9 rights reserved. These drawings were prepared by DTM Architect at the request of Sharro for AnCor. Inc. use, and ati Information contained hereon, is the exdusivo property of the Architect. These documents may not be used Of madded without the egress written consent of AI concerned parties. These documents may only be used In connection with the construction of the project identified hereon. The tiring of these documents with public otiidals cr others so as to secure permits and permissions for the construction of the project Identified hereon shall not consf a puU Icabon of these documents. HEATING—VENTILATING—AIR C O N D I T I O N I N G SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION A STAM E MEDIUM PRESSU STEAM HIGH PRESSURE) AUTOMATIC CONTROL VALVE SUPPLY DUCT (SA) / 1 V =? 1 $1 . PRESSURE REGULATING VALVE (PRV) 1/ // 7 RETURN OR EXHAUST OR FRESH AIR DUCT (RA OR EA) - - -/- -/- -//- -,'/- CONDENSATE LOW PRESSURE) CONDENSATE MEDIUM PRESSURE) CONDENSATE HIGH PRESSURE) AA 0R ® W SAFETY RELIEF VALVE GRS BLOW OFF VALVE 11-19-07 f SOUND TRAP J— i ST L —HWS— HOT WATER SUPPLY (HEATING) F AND T TRAP (CAP. # /HR) - -HWR- - HOT WATER RETURN (HEATING) 4, SUPPLY REGISTER OR GRILLE (R OR G) THERMOSTATIC TRAP I SIZE ETHYLENE GLYCOL SUPPLY —EG— S.P. STATIC PRESSURE I CF M RETURN REGISTER OR GRILLE (R OR G) - --EC- - ETHYLENE GLYCOL RETURN CIRCUIT SETTER FLOW CONTROL VALVE SIZE CHILLED WATER SUPPLY FRESH AIR INTAKE (FA) — cws ----- Q AIR BI FFDER VALVE (RADIANT PANEL) I - - MR - -- CHILLED WATER RETURN —0 AIR ELIMINATOR ~--/ ROUND CEILING DIFFUSER (SUPPLY) y - - - CONDENSATE OR VACUUM PI IMP D1SC.HAR(E AUTOMATIC BALANCING VALVE f HUMIDIFICATION LINE ROUND CEILING DIFFUSER (SUPPLY AND RETURN) H SOLENOID VALVE (REFRIGERANT) FUEL OIL SUPPLY — FOS — THERMOSTATIC EXPANSION VALVE (REFR) SQUARE CEILING DIFFUSER SUPPLY ( ) FUEL OIL RETURN —FOR— BACK PRESSURE VALVE - - FOV - - FUEL OIL VENT Q SIGHT GLASS SQUARE LIG U (SUPPARLY CEI AN N R ETU R DIFFN) SER G— GAS UNE PIPE OR ROUND DUCT RISER SQUARE CEIUNG DIFFUSER THREE WAY THROW REFRIGERANT LIQUID UNE —( —RL— FC -1 FAN COIL UNIT AND MARK } REFRIGERANT SUCTION U 1 SQUARE CEILING DIFFUSER TWO WAY THROW — RS — REFRIGERANT HOT GAS DISCHARGE UNE - UNIT HEATER - PROPELLER TYPE & MARK — RD — © - AUTOMATIC DAMPER CONDENSER WATER C C 1 CABINET UNIT HEATER & M ARK - -CR- - CONDENSER WATER RETURN , r 1vww_ GRAVITY DAMPER BOILER BLOW OFF Fr - 1 hal FIN TUBE, MARK AND CAPACITY —990— FR D FIRE DAMPER EXHAUST STEAM C -1 ' CONVECTOR AND MARK —ES— ^' " --^- I— CONCENTRIC REDUCER I® UNIT VENTILATOR AND MARK 1 BD BASEBOARD DIFFUSER ri ` ECCENTRIC REDUCER MA" RNL DT FIRST ECTA FIGUGURE AR IUC S SIDE SHOWN — UNION OT = SUPPLY ROUND DUCT: H G R RE7IIRN HEATING RISER NUMBER ''r� b b O —'V— STRAINER CANVAS CONNECTION O EXHAUST FAN RISER NUMBER r EXPANSION JOINT VOLUME DAMPER (ELEV AND PLAN) —1=1— igAttIMP BR BASEBOARD RADIATION Or' THERMOSTAT II� TURNING VANES Q REMOTE SENSOR I THERMOMETER Q PRESSURE GAGE EXTRACTOR 1• E7 4L ROTES A . EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDI TIONAL EXPENSE TO THE OWNER. B. MECHANICAL CONTRACTOR SHALL FIELD COORDINATE WI TH ELECTRICAL CONTRACTOR FOR ALL POWER REQUIREMENTS. C. COORDINATE DUCT ROUTING AND HEIGHTS WI TH GENERAL CONTRACTOR. VERIFY ALL CLEARANCES BEFORE STARTING WORK. D. THE CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD 'S TENANT CRI TERIA MANUAL . TENANT CRI TER IA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL YING WITH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. E. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDI TIONS PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR 'S FAILURE TO VISIT THE JOBS TE AND /OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. F. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. G. THIS PROJECT UTILIZES A PLENUM RETURN AIR CEILING' DEIGN. ALL EQUIPMENT AND MATERIALS INSTALLED IN THE PLENUM RETURN CEILINGS MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. MECHANICAL NOTES. 1. FURNISH AND INSTALL NEW 7 DAY PROGRAMMABLE THERMOSTAT. 2. FURNISH AND INSTALL GREASE EXHAUST DUCT FROM INLET OF ROOF MOUNTED GREASE EXHAUST FAN TO EXHAUST HOOD COLLAR. CONTRACTOR SHALL WRAP ALL GREASE DUCTWORK WITH FYREWRAP MAX 2.0 DUCT INSULATION— ICC (ICBO) SYSTEM AS MANUFACTURED BY UNIFRAX CORPORATION OR EQUAL . FABRICATE DUCT FROM 16 GAUGE STEEL WI TH WELDED SEAM CONSTRUCTION. 3 . FURNISH AND INSTALL MAKE —UP AIR DUCT AND CONNECT TO MAKE —UP A IR UNI T (MAU -1) ON ROOF. 4. BALANCE DAMPER TO PROVIDE CAPTURE —JET A IR PLENUM 94 CFM MAKE— UP AIR. 5. BALANCE RTU TO 2400 CFM SUPPLY WI TH MINIMUM 675 CFM OUTSIDE AIR. 6. PROVIDE BAKER ' S PRIDE MODEL PB-245 EYEBROW EXHAUST HOOD FOR ENCLOSED PIZZA OVEN. 7. EXHAUST HOOD FURNISHED BY OWNER INSTALLED BY H. V. A . C. CONTRACTOR. REFER TO SHEET A -5 FOR HOOD INFORMATION. 8. DUCT SMOKE DETECTOR ON RETURN SIDE DUCT AND SHUTDOWN RELAY SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. 9. EXHAUST DUCT FROM INLET OF ROOF MOUNTED EXHAUST FAN (EF -2) TO PIZZA OVEN EYEBROW HOOD COLLAR. M ALL HVAC EQUIPMENT SCALE: 1/4" = 1' -0" LEGEND EX/S77NG NEW WORK ® NEW TO EX/S77NG CONNEC770N H.V.A.C. ROOF PLAN NOTE 8 RTU -1 ON ROOF NOTE 5 Do8ft-o RECEIVED CITY OF FEB 0 6 2008 PEHI irI GEN. H A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com C E N G I N E E R Sch el engineers- m week* ® Omaha 9 LosAmgaies 0 800-533147363 verr►vsdtracimicem NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN. REVIEW Sc UNDERSTAND THE MAU_ CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL. ORIENTATION s Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315.233.1300 FAX: 315233.1314 PROJECT sharro' WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 H.V.A.C. PLAN AND H.V,A,C, PIPING PLAN SHEET 1 M -1 PROJECT NUMBER 1 3234A REV DATE BY NOTES A 12/21/07 LANDLORD COMMENTS DRAWN BY: JLH CHECKED BY: GRS DATE: 11-19-07 f 1• E7 4L ROTES A . EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDI TIONAL EXPENSE TO THE OWNER. B. MECHANICAL CONTRACTOR SHALL FIELD COORDINATE WI TH ELECTRICAL CONTRACTOR FOR ALL POWER REQUIREMENTS. C. COORDINATE DUCT ROUTING AND HEIGHTS WI TH GENERAL CONTRACTOR. VERIFY ALL CLEARANCES BEFORE STARTING WORK. D. THE CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD 'S TENANT CRI TERIA MANUAL . TENANT CRI TER IA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL YING WITH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. E. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDI TIONS PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR 'S FAILURE TO VISIT THE JOBS TE AND /OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. F. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. G. THIS PROJECT UTILIZES A PLENUM RETURN AIR CEILING' DEIGN. ALL EQUIPMENT AND MATERIALS INSTALLED IN THE PLENUM RETURN CEILINGS MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. MECHANICAL NOTES. 1. FURNISH AND INSTALL NEW 7 DAY PROGRAMMABLE THERMOSTAT. 2. FURNISH AND INSTALL GREASE EXHAUST DUCT FROM INLET OF ROOF MOUNTED GREASE EXHAUST FAN TO EXHAUST HOOD COLLAR. CONTRACTOR SHALL WRAP ALL GREASE DUCTWORK WITH FYREWRAP MAX 2.0 DUCT INSULATION— ICC (ICBO) SYSTEM AS MANUFACTURED BY UNIFRAX CORPORATION OR EQUAL . FABRICATE DUCT FROM 16 GAUGE STEEL WI TH WELDED SEAM CONSTRUCTION. 3 . FURNISH AND INSTALL MAKE —UP AIR DUCT AND CONNECT TO MAKE —UP A IR UNI T (MAU -1) ON ROOF. 4. BALANCE DAMPER TO PROVIDE CAPTURE —JET A IR PLENUM 94 CFM MAKE— UP AIR. 5. BALANCE RTU TO 2400 CFM SUPPLY WI TH MINIMUM 675 CFM OUTSIDE AIR. 6. PROVIDE BAKER ' S PRIDE MODEL PB-245 EYEBROW EXHAUST HOOD FOR ENCLOSED PIZZA OVEN. 7. EXHAUST HOOD FURNISHED BY OWNER INSTALLED BY H. V. A . C. CONTRACTOR. REFER TO SHEET A -5 FOR HOOD INFORMATION. 8. DUCT SMOKE DETECTOR ON RETURN SIDE DUCT AND SHUTDOWN RELAY SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. 9. EXHAUST DUCT FROM INLET OF ROOF MOUNTED EXHAUST FAN (EF -2) TO PIZZA OVEN EYEBROW HOOD COLLAR. M ALL HVAC EQUIPMENT SCALE: 1/4" = 1' -0" LEGEND EX/S77NG NEW WORK ® NEW TO EX/S77NG CONNEC770N H.V.A.C. ROOF PLAN NOTE 8 RTU -1 ON ROOF NOTE 5 Do8ft-o RECEIVED CITY OF FEB 0 6 2008 PEHI irI GEN. H A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com C E N G I N E E R Sch el engineers- m week* ® Omaha 9 LosAmgaies 0 800-533147363 verr►vsdtracimicem NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN. REVIEW Sc UNDERSTAND THE MAU_ CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL. ORIENTATION s Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315.233.1300 FAX: 315233.1314 PROJECT sharro' WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 H.V.A.C. PLAN AND H.V,A,C, PIPING PLAN SHEET 1 M -1 DIFFUSERS, GRILLES AND REGISTERS MARK SERVICE LOCATION i CLG. TYPE MANUFAC. CATALOG NUMBER REMARKS D -1 SUPPLY CEILING AC TILE E. H. PRICE 24x24 SCD31 SEE PLAN FOR NECK SIZE D -2 SUPPLY CEILING GYP. E. H. PRICE 24x24 SCD31 SEE PLAN FOR NECK SIZE D-3 MAKE —UP CEILING GYP. E. H. PRICE PDDR 12X12 SEE PLAN FOR NECK SIZE G-1 RETURN CEILING AC TILE E. H. PRICE 24x24 SCD31 SEE PLAN FOR NECK SIZE G -2 RETURN CEILING GYP. E. H. PRICE 24x24 SCD31 SEE PLAN FOR NECK SIZE AIR BALANCE SCHEDULE EXHAUST: SERVES SERVICE EXHAUST (CFM) TOTALS (CFM) EF -1 KITCHEN HOODS RPM 2,361 REMARKS HP VOLTS PH CYC. —2,361 MAKEUP AIR: SUPPLY AIR (CFM) SERVES DESIGN OA (CFM) PERCENT OA /SA 1/2 115 MAU -1 1,500 COOKING HOOD 1,500 100% EF -2 RTU -1 2,400 SPACE 675 28% 1/4 115 1 60 1725 GREENHECK CUBE -098 -4 2,175 3/4 TOTAL NEGATIVE AIR FLOW 186 EXHAUST FANS MARK LOCATION SERVICE CFM EXT. S.P. (IN W G) SONES MOTOR DATA RPM MFR. REMARKS HP VOLTS PH CYC. EF -1 ROOF RANGE HOOD 1,821 0.5 15.6 1/2 115 1 60 1725 GREENHECK CUBE -131 -5 EF -2 ROOF OVEN HOOD 540 0.5 11.1 1/4 115 1 60 1725 GREENHECK CUBE -098 -4 MAKE -UP AIR FAN /HEATER SCHEDULE MARK CLG. CAP. (MBH) HEATING HTG CAP. KW ( ) S.P. EXT. S P ELECTRICAL ELECTRICAL WEIGHT (LBS.) MANUFACTURER MARK SERVES CAPACITY CFM (IN. AIR TEMP. MOCP HEATING MANUFACTURER MODEL NUMBER 6 6.0 12.4 2400 0.5 (MBH) 460 H20) RISE H.P. VOLTS PH MEDIA MAU -1 RANGE HOOD 83.5 1,500 0.5 47 3/4 115 1 NAT. GAS GREENHECK DG- 109 —H10 ROOF TOP UNITS MARK CLG. CAP. (MBH) COMP. KW HTG CAP. KW ( ) CFM EXT. S P FAN HP ELECTRICAL WEIGHT (LBS.) MANUFACTURER SENS. TOTAL NOM. TONS VOLTS PH MCA MOCP RTU -1 56.4 76.0 6 6.0 12.4 2400 0.5 1.65 460 3 15.2 20 660 50HJQ007-- -6 - -H 1 A B x SPIN COLLAR F/T77NG, 1M77-/ MANUAL VOLUME DAMPER TRANSFORMATION 90' ELBOW 45' ELBOW SIMILAR SUPPLY OR RETURN WYE (RECTANGULAR DUCT) L--D-->1 3/4 D RETURN AIR BRANCH FITTING b DUCT STRAP FASTENER (TYP.) SUSPENDED CEILING NOT TO SCALE SUPPLY AIR DUCT INSULATED FLEXIBLE DUCT, 24" MAXIMUM LENGTH TRANS1770N FITTING FOR DIFFUSER IF REQUIRED ROUND RIGID DUCTWORK BRANCH CEILING DIFFUSER ac DUCT CONNECTION DETAIL THREE TURNING VANES NO THROAT RADIUS EXPANSION SHORT RADIUS 90' ELBOW TAKE -OFF USE ONLY IN AREAS WHERE SPACE IS LIMITED DUCTWORK DETAILS NOT TO SCALE MINIMUM STRAIGHT SEC770N ENTRY IN TO DIFFUSER SHALL BE EQUAL TO BRANCH SIZE DIFFUSER, SEE DRAWING 90 FIVE SEC770N ELBOW CONTRACTION 90 BRANCH TAKE —OFF NOT TO SCALE FULL RADIUS FULL RADIUS ELBOW TAKE -OFF CONNECT EXHAUST DUCT TO EX /STING LANDLORD PORVIDED DUCT CHASE CONNEC 770N INSULATED MAKE —UP A/R DUCT CONNECT TO MAF 1 CONNECT MAKEUP A/R DUCT TO 7X7 CAP77JRE —JET COLLER -" 45 7HREE SEC770N ELBOW NOT TO SCALE 45 BRANCH TAKE —OFF TYPICAL ROUND DUCT FITTINGS VENTED ROOF CURB f UPBLAST EXHAUSTER EXTENSION 40" MIN /MUM A ■ U CE /LING ! I,' COOKING HOOD DETAIL HOOD NO7FS: L MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL HOOD SYSTEMS TO C /7Y FOR APPROVAL PRIOR TO /NSTALLA770N. 2. TOTAL HOOD SYSTEM TO BE IN COMPLETE CONFORMANCE WITH NFPA, AND ALL LOCAL CODES AND REGULATIONS AND LANDLORD CRI TERM. 3. MECHANICAL CONTRACTOR SHALL COORD /NA 7E ALL ANSUL FIRE PROTFC710N 5YSTFMS W/ 77/ FIRE PROTEC770N CONTRACTOR WHO SHALL ALSO BE RESPONSIBLE FOR ALL PERMITS AND TESTING REQU /RED. 4. CONTRACTOR SHALL WRAP ALL GREASE DUCTWORK WI77-/ FYREWRAP MAX 2.0 DUCT /NSULA 770N — ICC (ICBO) SYSTEM AS MANUFACTURED BY UNIfRAX CORPORA770N. 5. PROVIDE ACCESS PANELS AT 10' —O" INTERVALS AND EVERY CHANGE OF D/REC770N. EXHAUST DUCT DOWN TO HOOD 1) PROVIDE ROOF CURB (NOTE 4 & 5) 2) PROVIDE GRAVITY BACKDRAFT DAMPER COOKING' EQUIPMENT 3" M /N. PERIMETER OVERLAP (TYP.) NOTE: STAGGER ALL. JOINTS 10 1/2" BETWEEN FYREWRAP DUCT INSULATION LAYERS (TYP.) FYREWRAP DETAIL NOT TO SCALE COOLING CAPACITIES BASED ON ARI STANDARD 210/240 -89: 80' F DB/ 67' F WB INDOOR ENTERING AIR TEMPERATURE, 95' F DB AIR ENTERING OUTDOOR FAN. SCHEDULED UNIT CFM MAY DIFFER FROM ARI STANDARD CFM. 1) PROVIDE INTEGRATED DIFFIRENTIAL ENTHALPY ECONOMIZER 2) PROVIDE CONDENSER COIL HAIL GUARD 3) PROVIDE 14" ROOF CURB EXTERIOR LAYER FILAMENT TAPE (TEMPORARY HOLD) PLUS 55302 BONDING (PERMANENT HOLD) ON 10 1/2" CENTERS (1 1/2" FROM EDGES PLUS MIDDLE,' 3 EACH PER 24" WIDE WRAP) INTER /OR LAYER FILAMENT TAPE ONLY, ON 10 1/2" CENTERS FYREWRAP DUCT INSULATION TWO LAYERS AT 1 1/2" J pog d ?5 3" MIN. LONGITUDINAL OVERLAP (TYP.) RECEIVED CITY OF T FEB 0 02008 PthlvMi 6 A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com E N G I N E E R Sch o Par York u Omaha 9 lasAaBaku H 800- 581.9953 wwrwschnndeL cmn NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILJTY OF THE SUB CONTRACTOR TO OBTAIN, RENEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL 1 ORIENTATION 1 Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315233 -1300 FAX: 315.233.1314 s 1 PROJECT 1 sb WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 H.V.A.C. SCHEDULES AND DETAILS SHEET M -2 1 4 PROJECT NUMBER 1 3234A \ REV DATE BY NOTES L 12/21/07 LANDLORD COMMENTS DRAWN BY: JLH CHECKED BY: GRS DATE: 11 -19 -07 1 A B x SPIN COLLAR F/T77NG, 1M77-/ MANUAL VOLUME DAMPER TRANSFORMATION 90' ELBOW 45' ELBOW SIMILAR SUPPLY OR RETURN WYE (RECTANGULAR DUCT) L--D-->1 3/4 D RETURN AIR BRANCH FITTING b DUCT STRAP FASTENER (TYP.) SUSPENDED CEILING NOT TO SCALE SUPPLY AIR DUCT INSULATED FLEXIBLE DUCT, 24" MAXIMUM LENGTH TRANS1770N FITTING FOR DIFFUSER IF REQUIRED ROUND RIGID DUCTWORK BRANCH CEILING DIFFUSER ac DUCT CONNECTION DETAIL THREE TURNING VANES NO THROAT RADIUS EXPANSION SHORT RADIUS 90' ELBOW TAKE -OFF USE ONLY IN AREAS WHERE SPACE IS LIMITED DUCTWORK DETAILS NOT TO SCALE MINIMUM STRAIGHT SEC770N ENTRY IN TO DIFFUSER SHALL BE EQUAL TO BRANCH SIZE DIFFUSER, SEE DRAWING 90 FIVE SEC770N ELBOW CONTRACTION 90 BRANCH TAKE —OFF NOT TO SCALE FULL RADIUS FULL RADIUS ELBOW TAKE -OFF CONNECT EXHAUST DUCT TO EX /STING LANDLORD PORVIDED DUCT CHASE CONNEC 770N INSULATED MAKE —UP A/R DUCT CONNECT TO MAF 1 CONNECT MAKEUP A/R DUCT TO 7X7 CAP77JRE —JET COLLER -" 45 7HREE SEC770N ELBOW NOT TO SCALE 45 BRANCH TAKE —OFF TYPICAL ROUND DUCT FITTINGS VENTED ROOF CURB f UPBLAST EXHAUSTER EXTENSION 40" MIN /MUM A ■ U CE /LING ! I,' COOKING HOOD DETAIL HOOD NO7FS: L MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL HOOD SYSTEMS TO C /7Y FOR APPROVAL PRIOR TO /NSTALLA770N. 2. TOTAL HOOD SYSTEM TO BE IN COMPLETE CONFORMANCE WITH NFPA, AND ALL LOCAL CODES AND REGULATIONS AND LANDLORD CRI TERM. 3. MECHANICAL CONTRACTOR SHALL COORD /NA 7E ALL ANSUL FIRE PROTFC710N 5YSTFMS W/ 77/ FIRE PROTEC770N CONTRACTOR WHO SHALL ALSO BE RESPONSIBLE FOR ALL PERMITS AND TESTING REQU /RED. 4. CONTRACTOR SHALL WRAP ALL GREASE DUCTWORK WI77-/ FYREWRAP MAX 2.0 DUCT /NSULA 770N — ICC (ICBO) SYSTEM AS MANUFACTURED BY UNIfRAX CORPORA770N. 5. PROVIDE ACCESS PANELS AT 10' —O" INTERVALS AND EVERY CHANGE OF D/REC770N. EXHAUST DUCT DOWN TO HOOD 1) PROVIDE ROOF CURB (NOTE 4 & 5) 2) PROVIDE GRAVITY BACKDRAFT DAMPER COOKING' EQUIPMENT 3" M /N. PERIMETER OVERLAP (TYP.) NOTE: STAGGER ALL. JOINTS 10 1/2" BETWEEN FYREWRAP DUCT INSULATION LAYERS (TYP.) FYREWRAP DETAIL NOT TO SCALE COOLING CAPACITIES BASED ON ARI STANDARD 210/240 -89: 80' F DB/ 67' F WB INDOOR ENTERING AIR TEMPERATURE, 95' F DB AIR ENTERING OUTDOOR FAN. SCHEDULED UNIT CFM MAY DIFFER FROM ARI STANDARD CFM. 1) PROVIDE INTEGRATED DIFFIRENTIAL ENTHALPY ECONOMIZER 2) PROVIDE CONDENSER COIL HAIL GUARD 3) PROVIDE 14" ROOF CURB EXTERIOR LAYER FILAMENT TAPE (TEMPORARY HOLD) PLUS 55302 BONDING (PERMANENT HOLD) ON 10 1/2" CENTERS (1 1/2" FROM EDGES PLUS MIDDLE,' 3 EACH PER 24" WIDE WRAP) INTER /OR LAYER FILAMENT TAPE ONLY, ON 10 1/2" CENTERS FYREWRAP DUCT INSULATION TWO LAYERS AT 1 1/2" J pog d ?5 3" MIN. LONGITUDINAL OVERLAP (TYP.) RECEIVED CITY OF T FEB 0 02008 PthlvMi 6 A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com E N G I N E E R Sch o Par York u Omaha 9 lasAaBaku H 800- 581.9953 wwrwschnndeL cmn NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILJTY OF THE SUB CONTRACTOR TO OBTAIN, RENEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL 1 ORIENTATION 1 Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315233 -1300 FAX: 315.233.1314 s 1 PROJECT 1 sb WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 H.V.A.C. SCHEDULES AND DETAILS SHEET M -2 1 4 e ti Section 15800 - Heating, Ventilating & Air Conditioning (See HVAC drawings) 1.01 GENERAL A. SCOPE 1. The General Requirements of DIVISION 1 govern the work in this section. 2. Provide all labor, materials and equipment necessary to properly install automatic, gas - fired heating systems in each unit, supplying air to all rooms where shown on Drawings and called for in the Specifications. 3. Equipment as specified together with all necessary ducts, grilles, registers, controls, piping, low voltage fans, control wiring, hangers, stands, equipment supports, flashing at equipment, duct and pipe insulation, unless otherwise noted. 4. Related Work by Others: a. Painting except as herein specified. b. Line voltage wiring and conduit. c. Electrical supply connection to equipment. B. All work shall conform to all federal, state and local codes and any landlord requirements as specified in the executed Lease Agreement. Mechanical Contractor shall verify and coordinate scope of work with landlord, if specified in the executed Lease Agreement. C. The Contractor shall examine the premises and verify the existing conditions under which he will be obligated to operate in performing this part of the work or that will in any manner affect the work under contract. The Contractor shall cooperate with the other trades so that the installation of all equipment may be properly coordinated. Contractor shall bring to the attention of the Architect /Engineer any discrepancies between field conditions and design documents. D. All equipment furnished shall fit the space available, with connection, etc. , in the required locations and with adequate space for operating and servicing. The drawings are generally diagrammatic and indicate the manner and method of the installation while the specifications and equipment list denote the type and quality of material and workmanship to be used. Where a conflict exists between the drawings and the specifications, the Contractor shall promptly notify the Architect whose decision shall be final. No allowance will be made subsequently in this connection to behalf of the Contractor after award of the contract. E. Regulations and Codes All mechanical equipment shall conform with the requirements of the State Mechanical Code, the State Building Code, the State Energy Code, NFPA 90A 96,101 and all applicable local codes and ordinances. F. Drawings for HVAC work are diagrammatic, showing the general location, type, layout and equipment required. The drawings shall not be scaled for exact measurements. Refer to manufacturer's standard installation drawings for equipment connections and installation requirements as required. Furnish and install ductwork, connections, accessories, offsets and materials necessary to facilitate the system's functioning as indicated by the design and the equipment indicated. The work shall be in accordance with local codes and ordinances and subject to inspection. Contractor shall obtain all necessary permits and pay any associated fees. G. The Contractor shall install all piping, ductwork and equipment as required to conform the structure, avoid obstructions, preserve ceiling heights and headroom and make all equipment requiring maintenance or repair accessible. H. The HVAC contractor shall install HVAC systems as shown, noted and specified. Equipment may not be substituted unless written approval by the Architect, Engineer, or Owner's Representative is obtained. Any changes to the ductwork layout will necessitate submission of sheet metal shop drawings for Engineer's review. Any unauthorized changes will be removed at contractor's expense if deemed necessary by Architect, Engineer, or Owner's Representative. 2.01 MATERIALS A. All ductwork shall be constructed of galvanized steel sheet metal and be fabricated according to the S.M.A.C.N.A. low velocity duct manual, for 2" pressure class. B. All elbows shall have proper radius or HVAC contractor shall provide double thickness airfoil turning vanes required by S.M.A.C.N.A. No square throat elbows shall be installed without double thickness turning vanes. C. All duct connections to equipment shall be loaded type vinyl, vibration elimination connections, (FC) flexible connections. D. Flex duct: Provide factory assembled Class 1 air duct (UL 181) with fiberglass insulation and reinforced outer protective cover /vapor barrier. Flex duct shall meet NFPA 90A with flame spread under 25, smoke developed under 50, and shall be rated for 2" W.C. pressure and 0 to 250 degree temperature. Maximum length shall be 2' -0 ". E. All new supply and return ductwork shall be insulated with either 1" thick duct liner or 1" thick duct wrap. Duct liner shall meet NFPA 90A, flame spread under 25, smoke developed under 50. Thickness, density and "R" value shall be per code. Duct liner shall be fastened to inside of ductwork as per manufacturer's directions and S.M.A.C.N.A. "Duct Liner Application Standard ". Size of ducts shall be increased for duct liner insulation, sizes shown on plan are inside free area. Duct wrap shall be foil reinforced kraft facing meeting NFPA 90A, flame spread under 25, smoke developed under 50, thickness, density and "R" value shall be per code. Duct wrap shall be fastened to ductwork per manufacturer's directions. The round branch ductwork insulation shall be fastened to ductwork per manufacturer's directions. The round branch ductwork shall be insulated with 1" thick fiberglass sleeve with foil jacket and all joints and terminations sealed with foil or duct tape. All supply and return ductwork exposed to view and located in the conditioned space shall be lined F. If ductwrap is the chosen method of insulation, the inside of the supply and return ducts from the air conditioner shall be lined from the air handling equipment to a distance of 10' from the unit, with Ultralite #300 - 1/2" thick, or other approved Duct liner acoustical board. The material shall be fitted carefully on the inside of the duct and shall be fastened on with cement supplemented by screws and washers on top and sides of duct. 3.01 EXECUTION A. All ductwork transitions shall be (FOT) "Flat on Top" unless otherwise specified on plan. All duct dimensions listed are inner air stream dimensions. B. All ductwork shall be routed above the suspended ceiling space unless otherwise noted on the plans. All ductwork shall be supported and attached per S.M.A.C.N.A. standards. C. All outside air intakes shall be a minimum of 10'- 0" away from exhaust discharge openings and plumbing vent stacks. D. The mechanical systems shall be complete with all necessary appurtenances for a complete operating system. E. Automatic temperature control systems shall be designed and installed by an experienced contractor: See Automatic Temperature Control Specifications. F. Provide UL approved fire dampers for all penetrations through fire rated walls, partitions, ceilings, and floors. Install fire dampers as per manufacturer's directions and as per UL guidelines. G. An independent balancing contractor shall balance system to air quantities shown on plan. Balancing contractor shall use duct mounted manual dampers for air system balancing. Use of terminal damper is not acceptable. Balance HVAC systems as per "Test and Balance Mechanical System Specifications ". H. The Architect or Owner's Representative shall be notified 48 hours or more prior to all final testing and balancing work so that he and /or the Engineer may be present to observe this work. The balancing contractor shall submit written reports of all air flow readings, static pressures, GPM rates, pressure readings, temperature readings, motor amperages etc. to document properly balanced air flow in all HVAC systems. I. Provide a volume damper for every inlet and outlet (diffuser, register, grille, etc.) of the supply ductwork distribution system whether shown or not on the plans. Provide additional volume dampers and /or extractors at branch take -offs from ductwork mains as required to achieve ARI volume distribution and balancing. J. The contractor shall warranty all materials and guarantee all workmanship for one year from substantial completion. Provide full 5 year guarantee on all air conditioning compressors. K. Submit two Operation and Maintenance Manuals bound in 8 -1/2" x 11" page binders, titled "Operation And Maintenance Manual". Subdivide binder contents with page dividers by system and equipment. Include all shop drawings, test and balance reports and warranties. Submission of these documents shall be a requirement for final payment. L Ductwork shall be tested to 2 inches W.G. with not more than 5 percent allowable leakage. Ductwork shall be tested in sections as the installation proceeds. Any leaks shall be sealed before the next section is installed. Tested sections shall be marked with indelible marker, showing date and initials of contractor foreman responsible for the test. M. Low and medium pressure supply and return ductwork shall be sealed in accordance with S.M.A.C.N.A. Seal Class C. N. Core -drill or saw -cut existing walls, roof, etc. as required for piping or ductwork and fire -stop opening around pipe or ductwork. Verify location of structural beams, joists, etc_ before drilling or cutting. Notify architect of any discrepancies. 0. Wherever foundation walls, outside walls, roofs, etc. are cut for installation of systems, they shall be patched to match existing construction and sealed weather tight. Work shall be performed by craftsmen skilled in their respective trades. P. Provide 3 sets of pleated disposable filters. One set to be used until completion of construction phase. Install one set at completion of construction phase and deliver one set to owner and label each set of filters to denote their respective HVAC units. Filters shall be similar to American Air Filter PerfectPleat. F. Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -7. Extent of sealing required is as follows: 1. Static pressure: inch to 2 inches; seal transverse joints. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressure of 1 inch W.C. or greater. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 1 Static pressure: Above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. G. Within 90 days after the date of system acceptance, record drawings of the actual installation be provided to the building owner. Record drawings shall include as a minimum the location and performance data on each piece of equipment, general configuration of duct and pipe distribution system, including sizes, and the terminal air and water design flow rates. H. HVAC control systems shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Section 15900 - Test and Balance Mechanical System Specifications 1.01 GENERAL A. The mechanical equipment shall be completely installed and in continuous operation as required to accomplish the adjusting and balancing work specified. B. Perform adjusting and balancing when the system is operating at design capacity. C. Only qualified personnel shall perform balancing work. 1. Submit evidence that the personnel who will perform the balancing of the project systems are certified for review by the Owner /Engineer prior to performing the work. 2. Qualified personnel shall be holders of an engineering degree or a certificate of a nationally recognized testing and balancing standards committee /organization. D. The balancing contractor shall be completely independent of the installing contractor. Any form of association is unacceptable. Documented proof of independence by the balancing contractor is required and shall be submitted to Owner prior to start of balancing work. E. During substantial completion inspection, a percentage (not more than 5 of the recorded data) will be subject to reverification by the Owner /Engineer. Contractor shall take instrument reading as required. 1.02 Submittals: A. Submit data sheet on each item of balancing equipment as required for Owner /Engineer review. 1. Include name of device 2. Manufacturer's name 3. Model number 4. Latest date of calibration 5. Correction factors B. Submit a report containing all data and other related information recorded during balancing, placed on appropriate forms for Owner /Engineer review. Reports shall certify that the methods used and results achieved are as specified. C. Submit copies of report to Owner and to Engineer. Provide (3) copies of report to Engineer for review. Provide (2) copies of report to Owner. 1.03 Air system (adjust and balance system in accordance with the following requirements): A. Preliminary 1. Identify and list: a. size, b. type and manufacturer of all equipment to be tested c. including air terminals d. check all system components for proper installation and operation. 2. Verify all fans and motors for proper rotation. 3. Use manufacturer's ratings for all equipment to make required calculations, except where field test shows rating to be impractical. 4. Verify that all instruments are accurately calibrated and maintained. 5. Install clean filters. 6. Simulate wet cooling, coil with baffles. B. Central System: 1. Adjust and record supply, return and exhaust fans rpm to design requirements within the limits of mechanical equipment provided. 2. Test and record motor voltage and running amperes including motor nameplate data and starter heater ratings. 3. Make pitot tube traverse of main supply, exhaust and return ducts, determine and record cfm at fans and adjust fans to design supply cfm with +/- 5% tolerance. 4. Record system static pressure, suction and discharge. 5. Adjust system for design outside air cfm, see schedules. 6. Adjust system for design recirculated air, cfrn. 7. Record heating apparatus entering air temperatures, dry bulb in degree F. 8. Record cooling apparatus entering air temperatures, dry bulb and wet bulb in degree F. 9. Record heating apparatus leaving air temperatures, dry bulb in degree F. 10. Record cooling apparatus leaving air temperatures, dry bulb and wet bulb in degree F. C. Distribution: 1. Adjust zones or branch ducts to design cfm. D. Air terminals (diffusers and grilles): 1. Identify each air terminal on reports as to location and determine required flow reading. 2. Adjust each air terminal to design requirements with +/- 10% cfm tolerance. 3. Balance procedure on air terminals shall include: comparison of required fpm velocity and observed velocity, adjustment of terminal, and comparison of required cfm and observed cfm after adjustment. 4. Adjust flow patterns from air terminal units to design intent and as equipment permits. E. Verification: 1. Prepare summation of readings of observed cfm for each system. Compare with required cfm. Determine coil and filter static pressure drops. 2. Verify design cfm at fans as described in 1.03.8.2 above: building shall be under slight positive pressure in normal operating mode. 1.04 Automatic Control System: A. The temperature control contractor's representative shall set and adjust automatically operated devices to achieve the required sequence of operations. B. Balancing contractor shall verify all controls for proper calibration and list those controls requiring adjustment by temperature control system installer. Section 15950 - Automatic Temperature Control Specification A. Automatic Temperature control system shall be installed by a contractor with minimum five (5) years of experience in the installation of electric and electronic control systems. B. All wiring and wiring connections shall be provided by the control contractor unless shown on electrical drawings. All wiring shall comply with the electrical specifications and local electrical codes. C. Provide all relays, contactors, switches, adjustable set - points, wiring, conduits and transformers as required for automatic temperature control system. D. At completion of work, adjust and make ready for operation all thermostats. Dampers, switches and other control devices. Provide manuals and instruction to the building operating personnel. Provide one year guarantee after final acceptance of work to cover all materials and labor to be repaired /replaced by the control contractor at no cost to Owner. Provide wiring diagrams of all systems and turn over to Owner_ E. Provide the Following Control Sequences: 1. Rooftop units, a. Thermostats are to be wall mounted solid state with internal battery backup. Themostats shall have 7day /24hr programming and capability of system shutdown and temperature setback, with 5'F minimum deadband control, fan cycling and override features. If new thermostats are provided for existing units, they shall be selected to be compatible with the existing HVAC equipment. b. Provide sub -base for thermostat. c. All fans supplying more than 2000 cfm of air to any space and all recirculating fans systems serving areas of egress shall be installed with a smoke detector in the supply or return ductwork, as required by local code. The smoke detector shall be wired to stop the fan upon detection of smoke and signal the building system, if present. The smoke detector shall be furnished by the Mechanical Contractor, mounted in the duct by the mechanical contractor, and wired by the electrical contractor. If a building fire alarm system is installed, the smoke detector and audible /visible alarm shall be furnished and wired by the fire alarm contractor and mounted by the mechanical contractor. VO48-o75 IRECEI'J CITY OF FEB 0 6 2 k��: *�- . PEhivil•i LE191 L1 A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com E N G I N E E R SChI'1dCE0 w N6wYdk n Omaha a LosAngerts a 800- 581 -0963 rwrvachnadatmm 4 f NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL. ORIENTATION Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315233.1300 FAX: 315.233.1314 r 1' PROJECT sbarro° WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE SPECIFICATIONS MErms3 4, PROJECT NUMBER I 3234A -, REV DATE BY NOTES Q 12/21/07 LANDLORD COMMENTS DRAWN BY: JVR CHECKED BY: GRS DATE: 11 -19 -07 1 e ti Section 15800 - Heating, Ventilating & Air Conditioning (See HVAC drawings) 1.01 GENERAL A. SCOPE 1. The General Requirements of DIVISION 1 govern the work in this section. 2. Provide all labor, materials and equipment necessary to properly install automatic, gas - fired heating systems in each unit, supplying air to all rooms where shown on Drawings and called for in the Specifications. 3. Equipment as specified together with all necessary ducts, grilles, registers, controls, piping, low voltage fans, control wiring, hangers, stands, equipment supports, flashing at equipment, duct and pipe insulation, unless otherwise noted. 4. Related Work by Others: a. Painting except as herein specified. b. Line voltage wiring and conduit. c. Electrical supply connection to equipment. B. All work shall conform to all federal, state and local codes and any landlord requirements as specified in the executed Lease Agreement. Mechanical Contractor shall verify and coordinate scope of work with landlord, if specified in the executed Lease Agreement. C. The Contractor shall examine the premises and verify the existing conditions under which he will be obligated to operate in performing this part of the work or that will in any manner affect the work under contract. The Contractor shall cooperate with the other trades so that the installation of all equipment may be properly coordinated. Contractor shall bring to the attention of the Architect /Engineer any discrepancies between field conditions and design documents. D. All equipment furnished shall fit the space available, with connection, etc. , in the required locations and with adequate space for operating and servicing. The drawings are generally diagrammatic and indicate the manner and method of the installation while the specifications and equipment list denote the type and quality of material and workmanship to be used. Where a conflict exists between the drawings and the specifications, the Contractor shall promptly notify the Architect whose decision shall be final. No allowance will be made subsequently in this connection to behalf of the Contractor after award of the contract. E. Regulations and Codes All mechanical equipment shall conform with the requirements of the State Mechanical Code, the State Building Code, the State Energy Code, NFPA 90A 96,101 and all applicable local codes and ordinances. F. Drawings for HVAC work are diagrammatic, showing the general location, type, layout and equipment required. The drawings shall not be scaled for exact measurements. Refer to manufacturer's standard installation drawings for equipment connections and installation requirements as required. Furnish and install ductwork, connections, accessories, offsets and materials necessary to facilitate the system's functioning as indicated by the design and the equipment indicated. The work shall be in accordance with local codes and ordinances and subject to inspection. Contractor shall obtain all necessary permits and pay any associated fees. G. The Contractor shall install all piping, ductwork and equipment as required to conform the structure, avoid obstructions, preserve ceiling heights and headroom and make all equipment requiring maintenance or repair accessible. H. The HVAC contractor shall install HVAC systems as shown, noted and specified. Equipment may not be substituted unless written approval by the Architect, Engineer, or Owner's Representative is obtained. Any changes to the ductwork layout will necessitate submission of sheet metal shop drawings for Engineer's review. Any unauthorized changes will be removed at contractor's expense if deemed necessary by Architect, Engineer, or Owner's Representative. 2.01 MATERIALS A. All ductwork shall be constructed of galvanized steel sheet metal and be fabricated according to the S.M.A.C.N.A. low velocity duct manual, for 2" pressure class. B. All elbows shall have proper radius or HVAC contractor shall provide double thickness airfoil turning vanes required by S.M.A.C.N.A. No square throat elbows shall be installed without double thickness turning vanes. C. All duct connections to equipment shall be loaded type vinyl, vibration elimination connections, (FC) flexible connections. D. Flex duct: Provide factory assembled Class 1 air duct (UL 181) with fiberglass insulation and reinforced outer protective cover /vapor barrier. Flex duct shall meet NFPA 90A with flame spread under 25, smoke developed under 50, and shall be rated for 2" W.C. pressure and 0 to 250 degree temperature. Maximum length shall be 2' -0 ". E. All new supply and return ductwork shall be insulated with either 1" thick duct liner or 1" thick duct wrap. Duct liner shall meet NFPA 90A, flame spread under 25, smoke developed under 50. Thickness, density and "R" value shall be per code. Duct liner shall be fastened to inside of ductwork as per manufacturer's directions and S.M.A.C.N.A. "Duct Liner Application Standard ". Size of ducts shall be increased for duct liner insulation, sizes shown on plan are inside free area. Duct wrap shall be foil reinforced kraft facing meeting NFPA 90A, flame spread under 25, smoke developed under 50, thickness, density and "R" value shall be per code. Duct wrap shall be fastened to ductwork per manufacturer's directions. The round branch ductwork insulation shall be fastened to ductwork per manufacturer's directions. The round branch ductwork shall be insulated with 1" thick fiberglass sleeve with foil jacket and all joints and terminations sealed with foil or duct tape. All supply and return ductwork exposed to view and located in the conditioned space shall be lined F. If ductwrap is the chosen method of insulation, the inside of the supply and return ducts from the air conditioner shall be lined from the air handling equipment to a distance of 10' from the unit, with Ultralite #300 - 1/2" thick, or other approved Duct liner acoustical board. The material shall be fitted carefully on the inside of the duct and shall be fastened on with cement supplemented by screws and washers on top and sides of duct. 3.01 EXECUTION A. All ductwork transitions shall be (FOT) "Flat on Top" unless otherwise specified on plan. All duct dimensions listed are inner air stream dimensions. B. All ductwork shall be routed above the suspended ceiling space unless otherwise noted on the plans. All ductwork shall be supported and attached per S.M.A.C.N.A. standards. C. All outside air intakes shall be a minimum of 10'- 0" away from exhaust discharge openings and plumbing vent stacks. D. The mechanical systems shall be complete with all necessary appurtenances for a complete operating system. E. Automatic temperature control systems shall be designed and installed by an experienced contractor: See Automatic Temperature Control Specifications. F. Provide UL approved fire dampers for all penetrations through fire rated walls, partitions, ceilings, and floors. Install fire dampers as per manufacturer's directions and as per UL guidelines. G. An independent balancing contractor shall balance system to air quantities shown on plan. Balancing contractor shall use duct mounted manual dampers for air system balancing. Use of terminal damper is not acceptable. Balance HVAC systems as per "Test and Balance Mechanical System Specifications ". H. The Architect or Owner's Representative shall be notified 48 hours or more prior to all final testing and balancing work so that he and /or the Engineer may be present to observe this work. The balancing contractor shall submit written reports of all air flow readings, static pressures, GPM rates, pressure readings, temperature readings, motor amperages etc. to document properly balanced air flow in all HVAC systems. I. Provide a volume damper for every inlet and outlet (diffuser, register, grille, etc.) of the supply ductwork distribution system whether shown or not on the plans. Provide additional volume dampers and /or extractors at branch take -offs from ductwork mains as required to achieve ARI volume distribution and balancing. J. The contractor shall warranty all materials and guarantee all workmanship for one year from substantial completion. Provide full 5 year guarantee on all air conditioning compressors. K. Submit two Operation and Maintenance Manuals bound in 8 -1/2" x 11" page binders, titled "Operation And Maintenance Manual". Subdivide binder contents with page dividers by system and equipment. Include all shop drawings, test and balance reports and warranties. Submission of these documents shall be a requirement for final payment. L Ductwork shall be tested to 2 inches W.G. with not more than 5 percent allowable leakage. Ductwork shall be tested in sections as the installation proceeds. Any leaks shall be sealed before the next section is installed. Tested sections shall be marked with indelible marker, showing date and initials of contractor foreman responsible for the test. M. Low and medium pressure supply and return ductwork shall be sealed in accordance with S.M.A.C.N.A. Seal Class C. N. Core -drill or saw -cut existing walls, roof, etc. as required for piping or ductwork and fire -stop opening around pipe or ductwork. Verify location of structural beams, joists, etc_ before drilling or cutting. Notify architect of any discrepancies. 0. Wherever foundation walls, outside walls, roofs, etc. are cut for installation of systems, they shall be patched to match existing construction and sealed weather tight. Work shall be performed by craftsmen skilled in their respective trades. P. Provide 3 sets of pleated disposable filters. One set to be used until completion of construction phase. Install one set at completion of construction phase and deliver one set to owner and label each set of filters to denote their respective HVAC units. Filters shall be similar to American Air Filter PerfectPleat. F. Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -7. Extent of sealing required is as follows: 1. Static pressure: inch to 2 inches; seal transverse joints. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressure of 1 inch W.C. or greater. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 1 Static pressure: Above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. G. Within 90 days after the date of system acceptance, record drawings of the actual installation be provided to the building owner. Record drawings shall include as a minimum the location and performance data on each piece of equipment, general configuration of duct and pipe distribution system, including sizes, and the terminal air and water design flow rates. H. HVAC control systems shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Section 15900 - Test and Balance Mechanical System Specifications 1.01 GENERAL A. The mechanical equipment shall be completely installed and in continuous operation as required to accomplish the adjusting and balancing work specified. B. Perform adjusting and balancing when the system is operating at design capacity. C. Only qualified personnel shall perform balancing work. 1. Submit evidence that the personnel who will perform the balancing of the project systems are certified for review by the Owner /Engineer prior to performing the work. 2. Qualified personnel shall be holders of an engineering degree or a certificate of a nationally recognized testing and balancing standards committee /organization. D. The balancing contractor shall be completely independent of the installing contractor. Any form of association is unacceptable. Documented proof of independence by the balancing contractor is required and shall be submitted to Owner prior to start of balancing work. E. During substantial completion inspection, a percentage (not more than 5 of the recorded data) will be subject to reverification by the Owner /Engineer. Contractor shall take instrument reading as required. 1.02 Submittals: A. Submit data sheet on each item of balancing equipment as required for Owner /Engineer review. 1. Include name of device 2. Manufacturer's name 3. Model number 4. Latest date of calibration 5. Correction factors B. Submit a report containing all data and other related information recorded during balancing, placed on appropriate forms for Owner /Engineer review. Reports shall certify that the methods used and results achieved are as specified. C. Submit copies of report to Owner and to Engineer. Provide (3) copies of report to Engineer for review. Provide (2) copies of report to Owner. 1.03 Air system (adjust and balance system in accordance with the following requirements): A. Preliminary 1. Identify and list: a. size, b. type and manufacturer of all equipment to be tested c. including air terminals d. check all system components for proper installation and operation. 2. Verify all fans and motors for proper rotation. 3. Use manufacturer's ratings for all equipment to make required calculations, except where field test shows rating to be impractical. 4. Verify that all instruments are accurately calibrated and maintained. 5. Install clean filters. 6. Simulate wet cooling, coil with baffles. B. Central System: 1. Adjust and record supply, return and exhaust fans rpm to design requirements within the limits of mechanical equipment provided. 2. Test and record motor voltage and running amperes including motor nameplate data and starter heater ratings. 3. Make pitot tube traverse of main supply, exhaust and return ducts, determine and record cfm at fans and adjust fans to design supply cfm with +/- 5% tolerance. 4. Record system static pressure, suction and discharge. 5. Adjust system for design outside air cfm, see schedules. 6. Adjust system for design recirculated air, cfrn. 7. Record heating apparatus entering air temperatures, dry bulb in degree F. 8. Record cooling apparatus entering air temperatures, dry bulb and wet bulb in degree F. 9. Record heating apparatus leaving air temperatures, dry bulb in degree F. 10. Record cooling apparatus leaving air temperatures, dry bulb and wet bulb in degree F. C. Distribution: 1. Adjust zones or branch ducts to design cfm. D. Air terminals (diffusers and grilles): 1. Identify each air terminal on reports as to location and determine required flow reading. 2. Adjust each air terminal to design requirements with +/- 10% cfm tolerance. 3. Balance procedure on air terminals shall include: comparison of required fpm velocity and observed velocity, adjustment of terminal, and comparison of required cfm and observed cfm after adjustment. 4. Adjust flow patterns from air terminal units to design intent and as equipment permits. E. Verification: 1. Prepare summation of readings of observed cfm for each system. Compare with required cfm. Determine coil and filter static pressure drops. 2. Verify design cfm at fans as described in 1.03.8.2 above: building shall be under slight positive pressure in normal operating mode. 1.04 Automatic Control System: A. The temperature control contractor's representative shall set and adjust automatically operated devices to achieve the required sequence of operations. B. Balancing contractor shall verify all controls for proper calibration and list those controls requiring adjustment by temperature control system installer. Section 15950 - Automatic Temperature Control Specification A. Automatic Temperature control system shall be installed by a contractor with minimum five (5) years of experience in the installation of electric and electronic control systems. B. All wiring and wiring connections shall be provided by the control contractor unless shown on electrical drawings. All wiring shall comply with the electrical specifications and local electrical codes. C. Provide all relays, contactors, switches, adjustable set - points, wiring, conduits and transformers as required for automatic temperature control system. D. At completion of work, adjust and make ready for operation all thermostats. Dampers, switches and other control devices. Provide manuals and instruction to the building operating personnel. Provide one year guarantee after final acceptance of work to cover all materials and labor to be repaired /replaced by the control contractor at no cost to Owner. Provide wiring diagrams of all systems and turn over to Owner_ E. Provide the Following Control Sequences: 1. Rooftop units, a. Thermostats are to be wall mounted solid state with internal battery backup. Themostats shall have 7day /24hr programming and capability of system shutdown and temperature setback, with 5'F minimum deadband control, fan cycling and override features. If new thermostats are provided for existing units, they shall be selected to be compatible with the existing HVAC equipment. b. Provide sub -base for thermostat. c. All fans supplying more than 2000 cfm of air to any space and all recirculating fans systems serving areas of egress shall be installed with a smoke detector in the supply or return ductwork, as required by local code. The smoke detector shall be wired to stop the fan upon detection of smoke and signal the building system, if present. The smoke detector shall be furnished by the Mechanical Contractor, mounted in the duct by the mechanical contractor, and wired by the electrical contractor. If a building fire alarm system is installed, the smoke detector and audible /visible alarm shall be furnished and wired by the fire alarm contractor and mounted by the mechanical contractor. VO48-o75 IRECEI'J CITY OF FEB 0 6 2 k��: *�- . PEhivil•i LE191 L1 A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com E N G I N E E R SChI'1dCE0 w N6wYdk n Omaha a LosAngerts a 800- 581 -0963 rwrvachnadatmm 4 f NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL. ORIENTATION Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315233.1300 FAX: 315.233.1314 r 1' PROJECT sbarro° WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE SPECIFICATIONS MErms3 4, GAS EQUIPMENT SCHEDULE SYMBOL Y DESCRIPTION CONNECTION BTU/HR M 73 O 39 1 P L U M B I N G G SYMBOL DESCRIPTI ❑N _ SYMBOL DESCRIPTI ❑N SYMBOL DESCRIPTI ❑N (2) 3/4" SANITARY DRAIN ABOVEGROUND 260,000 CLEAN OUT 110 WC WATER CLOSET (TANK TYPE) 3/4" . 92,000 SANITARY DRAIN BELOWGRUUND e GRADE CLEAN OUT - - - WC WATER CLOSET (FLUSH VALVE) - - - - VENT LINE N.I.T.C. NOT IN THIS CONTRACT ACID WASTE VTR VENT THROUGH ROOF Ii 0 UR URINAL — AW— - AV - - ^ - ACID VENT —GI— VACUUM BREAKER E- LAV LAVATORY —WAGD — WASTE ANESTHESIA GAS DISPOSAL BALL VALVE ❑❑ STURM DRAIN ABOVEGROUND GLOBE VALVE I I KS I I KITCHEN SINK S— C., =S STORM DRAIN BELOWGROUND —1 v '-- -- CHECK VALVE ICJ SS SERVICE SINK COLD WATER (CV) 1] — PRESSURE REGULATING VALVE (PRV) DS-- -- DISTILLED WATER '(`ll�l� ® css CLINIC SERVICE SINK DRINKING WATER 0 PRESSURE RELIEF VALVE DW-- -- 111 CS CLASSROOM SINK -- DW - - - -- DRINKING WATER CIRCULATING STOP AND WASTE VALVE pTCJ HOT WATER (HW) STOP AND WASTE VALVE (IN RISE) I DF DRINKING FOUNTAIN (z, -- HOT WATER CIRCULATING (WC) MIXING VALVE --- [571 p EWC ELECTRIC WATER COOLER ° HOT WATER 180 — 0 — GAS COCK ---IN - 480-- - ----- HUT WATER CIRCULATING 180 ° FIRE ALARM VALVE (SPRINKLER) V SH SHOWER HEAD TEMPERED WATER T BATH TUB - T - - - -- TEMPERED WATER CIRCULATING COLD WEATHER VALVE (SPRINKLER) 1E 1 BT — FIRE LINE WATER MOTOR ALARM (SPRINKLER) F b SPRINKLER MAIN BRANCH K HB HOSE BIBS —SH— FHC FIRE THESE CABINET SPRINKLER BRANCH HEADS 1--IWH WALL HYDRANT s1 GAS LINE f FM FIRE HYDRANT I F -1 1 SPECIAL FIXTURE NUMBER G COMPRESSED AIR LINE 0 MH MANHOLE COLUMN NUMBER A VACUUM LINE =SW STREET WASHER V 0-- PLUMBING RISER NUMBER OXYGEN LINE -1--1) VALVE IN RISE --DX— PNEUMATIC TUBE EXPANSION JOINT -- ---PN —0 COLD SOFT WATER CS - Hs- ---W -- HUT SOFT WATER ®D--1 DRAIN AND MARK -- RS-- - -- HUT SOFT WATER CIRCULATING @RD ROOF DRAIN UNION QDS DOWN SPOUT STRAINER V.C.P. VITRIFIED CLAY PIPE AUTOMATIC BALANCING VALVE C.I. CAST IRON CD RUNNING TRAP I.E. INVERT ELEVATION c GAS EQUIPMENT SCHEDULE SYMBOL QTY. DESCRIPTION CONNECTION BTU/HR TOTAL 39 1 4 BURNER RANGE 1 1/4" 225,000 225,000 56 1 PIZZA OVEN (2) 3/4" 260,000 260,000 MAU -1 1 MAKEUP AIR FAN 3/4" 92,000 92,000 11 -19 -07 J TOTAL 577,000 r PLUMBING PLAN SCALE: 1/4" - 1' PLUMBING RISER DIAGRAM, SCALE: NOT TO SCALE C NSTAL MOTE• A . EXISTING CONDI TIONS ARE BASED ON 'AS -BULL T " DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDI TIONS AT NO ADDI TIONAL EXPENSE TO THE OWNER. B. THE CONTRACTOR SHALL OBTA IN A COPY OF THE LANDLORD'S TENANT CRITERIA MANUAL . TENANT CRITERIA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL YING WI TH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. C. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDI TIONS PRIOR TO SUBMITTING HIS BID. NO ADDI TIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR 'S FAILURE TO VISIT THE JOBSI TE AND /OR PREDETERMINE ALL EXISTING CONDI TIONS BEFORE SUBMI TTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. D. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. E. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VAL VES, EQUIPMENT, ETC. L OCA TED ABOVE GYP. CELL INGS. F. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING' LINES, BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. G. THE ENTIRE BUILDING SHALL BE PROVIDED WI TH A COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. COORDINATE FIRE SPRINKLER PIPING AND HEAD LOCATIONS WI TH ALL TRADES PRIOR TO FABRICATION OR INSTALLATION. IF CONFL ICTS OCCUR BETWEEN FIRE SPRINKLER PIPING /HEADS AND L IGHTS, DIFFUSERS DUCTWORK, ETC. , THE FIRE SPRINKLER PIPING /HEADS SHALL BE RELOCATED OR REROUTED AT NO ADDI TIONAL EXPENSE TO THE PROJECT. AN ADEQUATE SUPPLY OF EXTRA PIPING' AND FI TTINGS SHALL BE MAINTAINED ON SI TE TO ALLOW FOR FIELD MODIFICATIONS. PERFORM HYDRAULIC CALCULATIONS AS REQUIRED BY NFPA, LOCAL, STATE CODES AND THE OWNER '5 INSURANCE AGENCY. APPROVED SHOP DRAWINGS DO NOT PRECLUDE REROUTING IF SO REQUIRED BY THE ARCHI TECT /ENGINEER H. CONTRACTOR SHALL PROVIDE A MIXING VALVE IN THE HOT WATER LINE SET AT 110 ° F FOR ALL HAND SINKS. MIXING VALVE SHALL BE POWERS E480 OR EQUAL . I. SEE KI TCHEN PLANS FOR KI TCHEN EQUIPMENT SCHEDULE. PL(4{1BING NOTES: 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WI THIN THE BUILDING. 2. INSTALL WATER HEATER (1WH -1) AND EXPANSION TANK (ET-1 ) ON WATER EQUIPMENT PAD. PIPE RELIEF AND CATCH PAN FROM WATER HEATER (HWH -1) TO FLOOR MOP SINK (FMS -1). MAINTAIN A 2" MINIMUM A IR GAP. SEE TYPICAL DETA IL ON SHEET P -2. 3. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE TO FRONT COUNTER EQUIPMENT. NO FITTINGS OR SPLICES ALLOWED BELOW GRADE. 4. CONNECT NEW 1 1/4 DOMESTIC COLD WATER L INE TO EXISTING DOMESTIC COLD WATER L INE OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION AND SIZE OF EXISTING DOMESTIC COLD WATER L INE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD ADJUST NEW DOMESTIC COLD WATER PIPING AS NECESSARY TO CONNECT INTO EXISTING DOMESTIC COLD WATER L INE AT NO ADDI TIONAL EXPENSE. VERIFY AND COMPLY WI TH ANY LANDLORD WATER METER REQUIREMENTS. 5. PROVIDE MECHANICAL ANSUL VALVE CONNECTED TO FIRE SUPPRESSION SYSTEM. LOCATE GAS COCK AND ANSUL VALVE BELOW CEILING, AND MOUNT NEXT TO KI TCHEN EQUIPMENT HOOD. GC TO PROVIDE PROTECTI VE CAGE AROUND VAL VE. 6. 6" SODA CONDUI T FROM CARBONA TOR TO BEVERAGE DISPENSER. 7. 1/2 "Off TO CARBONA TOR AT 84 AFF. LEGEND EX /STING NEW WORK NEW TO EXISTING CONNECT /ON AZ IL (92 MBH) RANGE OVEN (225 MBH) PIZZA OVEN (260 MBH) SCALE: NOT TO SCALE GAS PIPING RISER DIAGRAM NEW 1" GAS LINE TO EXISTING 2" GAS STUB PROVIDED. ROOF CE /L /N EXHAUST HOOD FLEXIBLE APPLIANCE CONNECTOR FURN /SHED BY OTHERS. STUB OUT W MANUAL VALVE AND CAULK AROUND GAS PIPE WA 7FR77GHT MANUAL GAS VAL I/E (TYP.) FLOOR SCALE: NOT TO SCALE SLOPE FLOOR TO FLOOR DRAIN FLOOR DRAIN TRAP WATER LEVEL —/ FLOOR DRAIN DETAIL SCALE: NOT TO SCALE ROOF PENE7RA T GAS P /PE ON ROOF PER DETAIL SUPPORTED PER DETAIL DO NOT INSTALL VALVE ---ALL GAS PIPING FROM THIS IN CEILING SPACE PO /NT INTO SPACE /5 TO BE (, WELDED JOINTS ONLY 1 EEZEOWIE -- JAN 0 7 1008 — !� � C 416: MANUAL GAS VALVE (TYR) A PC TO IN PAR ��ON WALL AS REO D IMTHOUT JOINTS. STUB OUT PIPING JUST BELOW CE /LING TO EXPOSE VAL VES THEN ROU7F PIPING BACK INTO WALL SPACE. SEAL ALL WALL PENETRA77ONS W/ CAULK. HECE /V7 CITY OF FEB 0 6 2008 I _ PEI f (�I�N I ER H tF TYPICAL 6" TYPICAL LEG TO s ABOVE FLOOR ARRANGEMENT SHOWN IS SCHEMATIC. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MFGR. PROVIDE WELDED FITTINGS & JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION. CONFORM TO REQUIRMENTS IN NFPA 54 AND LOCAL CODES AUTHORITIES. GAS SYSTEM TO BE TESTED WITH A TEST PRESSURE OF NO LESS THAN 17 TIMES THE PROPOSED MAXIMUM WORKING PRESSURE NOT LESS THAN 3 PSIG), FOR A DURATION OF NOT LESS THAN T HOUR FOR EACH 500 CUBIC FEET OF PIPE VOLUME OR FRACTION THEREOF. REFER TO NFPA 54 FOR FURTHER TESTING INFORMATION. COOKING APPLIANCE GAS PIPE DETAIL " A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com E N G I N E E R 1 Schna v NewYak n Om B LasAn�ews n 800-581-0963 wwwschnadaeiicm i NOTES LL ALL WORK SHALL CONFORM TO MA CRITERIA_ IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL. 1 ORIENTATION 1 Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315.233.1300 FAX: 315.233.1314 r r PROJECT sbarro WESTFIELD SOUTCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 PLUMBING PLAN & DETAILS 1 S H E E T J ! PROJECT NUMBER 1 3234A REV DATE BY NOTES L 12/21/07 1 _ LANDLORD COMMENTS DRAWN BY: KWM CHECKED BY: GRS ` DATE: 11 -19 -07 J r PLUMBING PLAN SCALE: 1/4" - 1' PLUMBING RISER DIAGRAM, SCALE: NOT TO SCALE C NSTAL MOTE• A . EXISTING CONDI TIONS ARE BASED ON 'AS -BULL T " DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDI TIONS AT NO ADDI TIONAL EXPENSE TO THE OWNER. B. THE CONTRACTOR SHALL OBTA IN A COPY OF THE LANDLORD'S TENANT CRITERIA MANUAL . TENANT CRITERIA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL YING WI TH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. C. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDI TIONS PRIOR TO SUBMITTING HIS BID. NO ADDI TIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR 'S FAILURE TO VISIT THE JOBSI TE AND /OR PREDETERMINE ALL EXISTING CONDI TIONS BEFORE SUBMI TTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. D. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. E. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VAL VES, EQUIPMENT, ETC. L OCA TED ABOVE GYP. CELL INGS. F. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING' LINES, BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. G. THE ENTIRE BUILDING SHALL BE PROVIDED WI TH A COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. COORDINATE FIRE SPRINKLER PIPING AND HEAD LOCATIONS WI TH ALL TRADES PRIOR TO FABRICATION OR INSTALLATION. IF CONFL ICTS OCCUR BETWEEN FIRE SPRINKLER PIPING /HEADS AND L IGHTS, DIFFUSERS DUCTWORK, ETC. , THE FIRE SPRINKLER PIPING /HEADS SHALL BE RELOCATED OR REROUTED AT NO ADDI TIONAL EXPENSE TO THE PROJECT. AN ADEQUATE SUPPLY OF EXTRA PIPING' AND FI TTINGS SHALL BE MAINTAINED ON SI TE TO ALLOW FOR FIELD MODIFICATIONS. PERFORM HYDRAULIC CALCULATIONS AS REQUIRED BY NFPA, LOCAL, STATE CODES AND THE OWNER '5 INSURANCE AGENCY. APPROVED SHOP DRAWINGS DO NOT PRECLUDE REROUTING IF SO REQUIRED BY THE ARCHI TECT /ENGINEER H. CONTRACTOR SHALL PROVIDE A MIXING VALVE IN THE HOT WATER LINE SET AT 110 ° F FOR ALL HAND SINKS. MIXING VALVE SHALL BE POWERS E480 OR EQUAL . I. SEE KI TCHEN PLANS FOR KI TCHEN EQUIPMENT SCHEDULE. PL(4{1BING NOTES: 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WI THIN THE BUILDING. 2. INSTALL WATER HEATER (1WH -1) AND EXPANSION TANK (ET-1 ) ON WATER EQUIPMENT PAD. PIPE RELIEF AND CATCH PAN FROM WATER HEATER (HWH -1) TO FLOOR MOP SINK (FMS -1). MAINTAIN A 2" MINIMUM A IR GAP. SEE TYPICAL DETA IL ON SHEET P -2. 3. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE TO FRONT COUNTER EQUIPMENT. NO FITTINGS OR SPLICES ALLOWED BELOW GRADE. 4. CONNECT NEW 1 1/4 DOMESTIC COLD WATER L INE TO EXISTING DOMESTIC COLD WATER L INE OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION AND SIZE OF EXISTING DOMESTIC COLD WATER L INE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD ADJUST NEW DOMESTIC COLD WATER PIPING AS NECESSARY TO CONNECT INTO EXISTING DOMESTIC COLD WATER L INE AT NO ADDI TIONAL EXPENSE. VERIFY AND COMPLY WI TH ANY LANDLORD WATER METER REQUIREMENTS. 5. PROVIDE MECHANICAL ANSUL VALVE CONNECTED TO FIRE SUPPRESSION SYSTEM. LOCATE GAS COCK AND ANSUL VALVE BELOW CEILING, AND MOUNT NEXT TO KI TCHEN EQUIPMENT HOOD. GC TO PROVIDE PROTECTI VE CAGE AROUND VAL VE. 6. 6" SODA CONDUI T FROM CARBONA TOR TO BEVERAGE DISPENSER. 7. 1/2 "Off TO CARBONA TOR AT 84 AFF. LEGEND EX /STING NEW WORK NEW TO EXISTING CONNECT /ON AZ IL (92 MBH) RANGE OVEN (225 MBH) PIZZA OVEN (260 MBH) SCALE: NOT TO SCALE GAS PIPING RISER DIAGRAM NEW 1" GAS LINE TO EXISTING 2" GAS STUB PROVIDED. ROOF CE /L /N EXHAUST HOOD FLEXIBLE APPLIANCE CONNECTOR FURN /SHED BY OTHERS. STUB OUT W MANUAL VALVE AND CAULK AROUND GAS PIPE WA 7FR77GHT MANUAL GAS VAL I/E (TYP.) FLOOR SCALE: NOT TO SCALE SLOPE FLOOR TO FLOOR DRAIN FLOOR DRAIN TRAP WATER LEVEL —/ FLOOR DRAIN DETAIL SCALE: NOT TO SCALE ROOF PENE7RA T GAS P /PE ON ROOF PER DETAIL SUPPORTED PER DETAIL DO NOT INSTALL VALVE ---ALL GAS PIPING FROM THIS IN CEILING SPACE PO /NT INTO SPACE /5 TO BE (, WELDED JOINTS ONLY 1 EEZEOWIE -- JAN 0 7 1008 — !� � C 416: MANUAL GAS VALVE (TYR) A PC TO IN PAR ��ON WALL AS REO D IMTHOUT JOINTS. STUB OUT PIPING JUST BELOW CE /LING TO EXPOSE VAL VES THEN ROU7F PIPING BACK INTO WALL SPACE. SEAL ALL WALL PENETRA77ONS W/ CAULK. HECE /V7 CITY OF FEB 0 6 2008 I _ PEI f (�I�N I ER H tF TYPICAL 6" TYPICAL LEG TO s ABOVE FLOOR ARRANGEMENT SHOWN IS SCHEMATIC. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MFGR. PROVIDE WELDED FITTINGS & JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION. CONFORM TO REQUIRMENTS IN NFPA 54 AND LOCAL CODES AUTHORITIES. GAS SYSTEM TO BE TESTED WITH A TEST PRESSURE OF NO LESS THAN 17 TIMES THE PROPOSED MAXIMUM WORKING PRESSURE NOT LESS THAN 3 PSIG), FOR A DURATION OF NOT LESS THAN T HOUR FOR EACH 500 CUBIC FEET OF PIPE VOLUME OR FRACTION THEREOF. REFER TO NFPA 54 FOR FURTHER TESTING INFORMATION. COOKING APPLIANCE GAS PIPE DETAIL " A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com E N G I N E E R 1 Schna v NewYak n Om B LasAn�ews n 800-581-0963 wwwschnadaeiicm i NOTES LL ALL WORK SHALL CONFORM TO MA CRITERIA_ IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL. 1 ORIENTATION 1 Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315.233.1300 FAX: 315.233.1314 r r PROJECT sbarro WESTFIELD SOUTCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 PLUMBING PLAN & DETAILS 1 S H E E T J PLUMBING F7X7URE SCHEDULE MARK QTY. DESCRIPTION CONNECTIONS MANUFACTURER/ MODEL NUMBER HW CW TEMP V W FMS-1 FLOOR MOP SINK MOLDED ONE PIECE CONSTRUCTION, 10" DEEP BASIN, RIBBED UNDERBODY AND INTEGRAL DRAIN 3/4" 3/4" -- 2" 3" FLORESTONE / MSR — 2424 FAUCET SPEAKMAN FAUCET WITH VACUUM BREAKER, DOUBLE STOPS AND BUCKET HOOK WITH BRACE FLORESTONE / MR -371 SUPPLIES MR -370 HOSE AND WALL HOOK, 5' LONG HOSE, MR -372 MOP HANGER OF WASTE FLAT STRAINER, CHROME FLORESTONE / MR -375 FD -1 FLOOR DRAIN 9" DIAMTER TOP DRAIN, DURA — COATED CAST IRON BODY WITH BOTTOM OUTLET, SEEPAGE PAN AND COMBINATION MEMBRANE FLASHING CLAMP AND FRAME FOR MEDIUM —DUTY CAST IRON SLOTTED GRATE -- -- -- 2" SEE PLANS ZURN / ZN -550 WASTE CAST IRON P —TRAP UNDER FLOOR FS -1 FLOOR SINK SANI —FLOR RECEPTOR 12 "X12 "X6" DEEP CAST IRON BODY AND 3/4" SQUARE SLOTTED MEDIUM DUTY GRATE, WITH WHITE ACID RESISTING PORCELAIN ENAMEL INTERIOR AND TOP, COMPLETE WITH SEEPAGE FLANGE -- -- -- 2" SEE PLANS ZURN / ZN- 1900 -3 -33 WASTE CAST IRON P —TRAP UNDER FLOOR FCO FLOOR CLEANOUT DURA—COATED CAST IRON BODY, "LEVEL —TROL" ADJUSTABLE FLOOR CLEANOUT, INSIDE CAULK CONNECTION WITH GAS AND WATER TIGHT ABS TAPERED THREAD INTERNAL PLUG ADJUSTABLE HOUSING, HEAVY —DUTY SCORIATED SECURED ROUND TOP, POLISHED BRONZE FINISH, INSTALL FLUSH WITH FINISHED FLOOR. -- -- -- ---- SEE PLANS ZURN / Z6 -1400 WCO WALL CLEANOUT COATED CAST IRON CLEANOUT TEE, HUB AND SPIGOT CONNECTION, BRONZE PLUG -- -- -- -- SEE PLANS ZURN / Z -1446 COVER ROUND STAINLESS STEEL WALL ACCESS COVER WITH SCREW EQUIPMENT SCHEDULE MARK QTY. ITEM PLUMBING REMARKS EQ# HOT COLD DRAIN GAS DOM. HW 1 1 3 COMP SINK - CORNER 1/2" 1/2" 1 1/2" - W/ (1) 313296 PRE -RINSE UNIT/ WALL BRACKET (1) 313297 ADD -A - FAUCET W/ 14" NOZZLE 1 @K -111 FAUCET W/ 14" NOZZLE 3 1 PREP SINK 1/2" 1/2" 1 1/2" - W/ FAUCET 4 1 HAND SINK 1/2" 1/2" 1 1/2" - W/ FAUCET 5 1 DROP -IN HAND SINK 1/2" 1/2" 1 1/2" - W/ FAUCET 26 1 10" DIPWELL 1/2" - 1 1/16" - 39 1 (4) BURNER RANGE W/ OVEN - - - 1 1/4" W/ REAR GAS CONNECTION, PRESSURE REGULATOR, AND UPPER SHELF 536 1 CARBONATOR - 3/8" - - LOW PROFILE LARGE RESERVE W/ VENT CHECK VALVE 1 SODA RACK - - - - STACKED FOUR SHELF UNIT 56 1 PIZZA OVEN - - - (2) 3/4" DOUBLE STACKED W/ 5.5 FINISH 72D 1 ICE CUBER - (2) 1/2" 3/4" - WATER- COOLED 7313 1 ICE STORAGE BASE - - 3/4" - 510LB STORAGE BASE 88B 1 SALAD BIN 4 2/3 (2 WELL) _ _ 1" - SIZE: 2' -7 3/4 "W. X 2' -9 "D. X 9 1/2 "H.1" FLANGES SELF - CONTAINED REFRIGERATED BOTTOM ALL STAINLESS 94C 1 PAN STEAM - 8 2/3 (4 WELL) - 1/2 1" 4' -11 1/2 "L X 2' -7 "D OVERALL DIMENSION EXPANSION TANKS MARK LOCATION SERVES CAPACITY (GALLONS) WORKING PRESS (PSI) SIZE (APPROX) MANUFACTURER REMARKS ET - 1 MOP SINK DOM. HW 2.62 150 12 "0x15 5/8" AMTROL MODEL ST -12 ELECTRICAL WATER HEATERS MARK LOCATION KW GAL /HR © 90 DEGREE RISE ELECTRICAL STORAGE CAP MANUFACTURER REMARKS VOLTS PHASE HWH -1 MOP SINK 24 111 480 3 50 GALLONS STATE MODEL: CSB 52 24 IFE PROJECT NUMBER 1 3234A REV DATE BY NOTES A 12/21/07 LANDLORD COMMENTS DRAWN BY: KWM CHECKED BY: GRS DATE: 11 -19 -07 r + 3 "FS- 2" 2 II/ `` 2" - I I I �1 1/2" SANITARY PLAN � : 111 F w_ M S- SANITARY RISER DIAGRAM SCALE: NOT TO SCALE I ■■, \_ 2" �� I L2 "�: GE/4ERAL AV TES A . EXISTING CONDI TIONS ARE BASED ON 'AS BUIL T " DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDI TIONS AT NO ADDI TIONAL EXPENSE TO THE OWNER. B . THE CONTRACTOR SHALL OBTA IN A COPY OF THE LANDLORD '5 TENANT CRI TER IA MANUAL . TENANT CRI TERIA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL YING WI TH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. C. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICA TION OF ALL EXISTING CONDITIONS PRIOR TO SUBMI TTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR 'S FA ILURE TO VISI T 77-E JOBS I TE AND /OR PREDETERMINE ALL EXISTING CONDI TIONS BEFORE SUBMI TTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. D. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WI 77-1 ALL APPLICABLE GOVERNMENT AND LOCAL CODES. E. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VAL VES, EQUIPMENT, ETC. LOCA TED ABOVE GYP. CEIL INGS F. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANI TARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING LINES, BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. G. THE ENTIRE BUILDING SHALL BE PROVIDED WI TH A COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. COORDINATE FIRE SPRINKLER PIPING AND HEAD LOCATIONS WI TH ALL TRADES PRIOR TO FABRICATION OR INSTALLA TION. IF CONFL ICTS OCCUR BETWEEN FIRE SPRINKLER PIPING /HEADS AND LIGHTS, DIFFUSERS, DUCTWORK, ETC. , THE FIRE SPRINKLER PIPING /HEADS SHALL BE RELOCATED OR REROUTED AT NO ADDITIONAL EXPENSE TO THE PROJECT. AN ADEQUATE SUPPLY OF EXTRA PIPING AND FITTINGS SHALL BE M.IINTAINED ON SITE TO ALLOW FOR FIELD MOD IFICA i7ONS. PERFORM HYDRAUL IC CALCULATIONS AS REQUIRED BY NFPA , LOCAL, STATE CODES AND THE OWNER ' 5 INSURANCE AGENCY. APPROVED SHOP DRAWINGS DO NOT PRECLUDE REROUTING IF SO REQUIRED BY THE ARCHI TECT /ENGINEER. FUMING NINE. 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WI THIN THE BUILDING. 2. CONNECT NEW VENT TO EXISTING VENT OF EQUAL OR GREATER SIZE. VERIFY THE EXACT SIZE AND LOCATION OF EXISTING VENT THROUGH ROOF PRIOR TO CONSTRUCTION. 3 . CONNECT NEW 3" SANI TARY TO EXISTING SANI TARY OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. 4. CONNECT NEW 3" GREASE WASTE TO EXISTING GREASE WASTE OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. 5. PIPE 1 1/4 " CONDENSATE CONNECTION TO RTU -1 PER MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. CONDENSATE PIPE ROUTING SHOWN FOR REFERENCE ONLY . INSTALL CONDENSATE PIPE HIGH IN THE CEIL ING SPACE. ADJUST AND INSTALL CONDENSATE PIPE ROUTING AS NEEDED TO AVOID INTERFERENCE CAUSED BY STRUCTURAL , MECHANICAL , ELECTRICAL, ETC. VERIFY THE EXACT ROUTING AND ELEVATION OF CONDENSATE PIPING PRIOR TO INSTALLATION. 6. PIPE 1 1/4 " CONDENSATE DRA IN TO FLOOR SINK (3 FS 1). MAINTAIN A 3" MINIMUM A IR GAP. LEGEND EX1577NG NEW WORK NEW TO EX /S77NG CONNEC77ON *NOTE: CONTRACTOR SHALL ADJUST PRE — CHARGE OF EXPANSION TANK TO EQUAL INCOMING WATER PRESSURE PRIOR TO INSTALLATION. COLD WATER c —maC UNION (TYPICAL) WATER HEATER 1 1 1 1 COLD WA TER SCALE: NOT TO SCALE WATER EXPANSION TANK SUPPORT STRAP TO WALL BRACKET OR WITH THREADED ROD. 140 DEGREE HOT WATER WATER HEATER HOOK -UP SUSPEND FROM CEILING RELIEF VALVE TO FMS - ____ L JA N ___ 0 7 2 008 ' ___1' AnCor Inc.] R FC P CITY OF Mr; 9 w 4 FEB A R C H I T E C T It DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarch itect @dtmarchitect.com E N G I N E E R 1 Sch el gin. El Rea kek o J a LcsMgdes d 800-581-0963 wwwschrcadaeLcom l N OTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN. REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL 1 ORIENTATION 1 Conceive. Construct. Connect 831 JAMES STREET, SYRACUSE, NEW YORK 13203 ` PHONE: 315.233.1300 FAX: 315.233.1314 J PROJECT 1 sbarro WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 SANITARY PLAN & DETAILS S HEET P - r PROJECT NUMBER 1 3234A REV DATE BY NOTES /� 11 12/21/07 LANDLORD COMMENTS DRAWN BY: KWM CHECKED BY: GRS DATE: 11-19 -07 , PART 1 - GENRAL 1. SUMMARY A. Provide complete, approved sprinkler system as specified, including, but not limited to, the following: 1. Sprinkler service connections to existing piping terminating above floor in sprinkler valve rooms with all required valves, devices, connections, etc. 2. Sprinkler valves, hangers, connections, test connections, drain connections, alarm check valves, flow switches, etc. 3. Complete interior sprinkler system of the wet type as indicated. 4. Include coverage for all canopies, awnings, vestibule overhangs, etc. as required by NFPA 13. 5. Identification, diagrams, and signs. 6. Cutting and patching. 7. All other requirements of a complete sprinkler instal lotion. 8. Furnish al/ permits of a special nature required by /ocal and state authority. 2. IN GENERAL A_ The naming of manufacturers in the Specifications shall not be construed as eliminating the materials, products, or services of other manufacturers and suppliers having approved equivalent items. B. The substitutions of materials or products other than those named in the Specifications are subject to prior approval of the Engineer granted in writing. C. The Subcontractor shall furnish and instal/ wet pipe automatic sprinkler systems of first quality in every and all respects, together with the necessary pipe, fittings, hangers and other apparatus as hereinafter enumerated and/or indicated. D. A// sprinkler piping must be substantia /ly supported from building structure and only approved type hangers shal l be used. Sprinkler lines under ducts shall not be supported from ductwork or roof deck, but shall be supported from building structure with trapeze hangers where necessary. No fire sprinkler piping may be attached to Epic Deck or any metal roof decking. Suspend from structural steel only. E. Sprinkler equipment shall be completed and placed in service during non - attended hours in al/ areas. Every effort shall be made to provide sprinkler protection before combustible contents are moved into the building. Sprinkler Subcontractor shall p /an his work with Owner's representative to determine which system will be required first. F. Al work specified shall be done in a first class and workmanlike manner, complete in every respect and when completed shall conform to the present standards of the National Fire Protection Association Pamph /et #13 and to al/ requirements of the inspection agency of the owner's insurance company, to al/ local and state inspection agencies and to the requirements of the local utility. Pressure tests to be 200 psi or as required by inspection authorities, but not less than 200 psi. G. The Sprinkler Subcontractor shall obtain the approval of local officials on system design and completed instal lotion. 3. DEFINITIONS A. Pipe sizes used in this Specification are Nominal Pipe size (NPS) . B. Other definitions for fire protection systems are listed in NFPA Standards 13, 14, and 24. C. Working Plans as used in this section means those documents (including drawings and calculations) prepared pursuant to the requirements contained in NFPA 13 for obtaining approval of the authority having jurisdiction. 4. SYSTEM DESCRIPTION A. Fire protection system is a "Wet Pipe" system employing automatic sprinklers attached to a piping system containing water and connected to a water supply so that water discharges immediate /y from sprinklers opened by fire. Wet standpipes are to be provided as required by /oca/ building codes. 5. SUBMITTALS A. Product Data for each type sprinkler head, valve, piping specialty, fire protection specialty, fire department connection and standpipe cabinet specified. 5. Shop Drawings prepared in accordance with NFPA 13 identified as "Working Plans," including hydraulic calculations that have been approved by the authority having jurisdiction. 1. The Subcontractor shall before commencing installation of his work obtain all necessary insurance or inspection agency approvals and then send one sepia and one copy of approved drawings to the Architect for his review. 2. Shop drawings must be legible sepias of clear, sharp tracings, prepared at scale of 1/8" = r-0" and must show along with piping, sprinklers, ductwork, etc., construction and occupancy of each area, including cei / ing and roof heights. 3. Calculations shall be based on NFPA requirements for mercantile occupancy. 4. Shop drawings shall be prepared using for reference all of the architectural, structural, mechanical, plumbing, and electr /cc / drawings. 5. The placement of sprink /ers and the routing of all exposed piping are subject to the review and approval of both the Engineer and the Architect for proper coordination and aesthetics. Pipe routing in exposed areas may require rerouting for architectural reasons, at no additional cost to the Owner. C. Maintenance Data for each type sprinkler head, valve, piping specialty, fire protection specialty, fire department connection, hose and rack, and hose cabinet specified, for inclusion in operating and maintenance manual specified in Division 1 and Division -15 Section "Basic mechanical Requirements." D. Welders, qualification certificates. E. Test Reports and Certificates including "Contractor's Material & Test Certificate for Above - ground Piping" and "Contractor's Material & Test Certificate for Underground Piping' as described in NFPA 13. 6. QUALITY ASSURANCE A. Subcontractor's Qua /ifications: Installation and alterations of fire protection piping, equipment, specialties, and accessories, and repair and servicing of equipment shall be performed only by a qualified installer employed by the subcontractor. The term qualified means experienced in such work (experienced shall mean having a minimum of 5 previous projects similar in size and scope to this project), familiar with all precautions required, and has complied with all the requirements of the authority having jurisdiction. Upon request, submit evidence of such qua /ifications to the Architect. Refer to Division -1 Section: "Definitions and Standards ", for definitions for " Installers B. Qualifications for Welding Processes and Operators: Comply with the requirements of AWS D10.9, Specifications for Qua /ifications of Welding Procedures and Welders for Piping and Tubing, Level AR- 3." C. Regulatory Requirements: Comply with the requirements of the following codes: 1. NFPA 13 - Standard for the Installation of Sprinkler Systems. 2. UL Compliance: Fire protection system materials and components shall be Underwriter's Laboratories listed and labeled, and approved for the app /ication anticipated. 3. Current Uniform Building Code and Uniform Fire Code as they apply to covered mall buildings. FIRE SPRINKLER SPECIFICATIONS SCALE: NOT TO SCALE 7. SEQUENCING AND SCHEDULING A. Schedu /e rough -in instal lotions with instal lotions of other building components as directed by the Construction Manager. 8. EXTRA MATERIALS A. Valve Wrenches: Furnish to Owner, 3 valve wrenches for each type of sprinkler head installed. B. Sprinkler Heads and Cabinets: Furnish 12 extra sprinkler heads of each style included in the project. Furnish each style with its own sprinkler head cabinet and special wrenches as specified in this Section. PART 2 - PRODUCTS 1. MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide fire protection system products from one of the following: 1. Grooved Mechanical Coup /ings: a. Stock b. Victaulic Company of America 2. Sprinkler Heads: a. Automatic Sprinkler Corp of America. b. Tyco c. Reliable Automatic sprinkler Co., Inc. d. Star Sprinkler Corp. e. Viking Corp. 2. PIPE AND TUBING MATERIALS A. General: Refer to Part 3 Article "PIPE APPLICATIONS" for identification of systems where the below specified pipe and fitting materials are used. B_ Steel Pipe (2 inches and smaller): ASTM A 120, Schedule 40, E.R.W., black steel pipe, plain ends. C. Steel Pipe (2 -1/2 inches and larger): ASTM A53 or AB5, Schedu /e 10, E.R.W., black steel pipe, plain or roll grooved ends. D. The use of threaded "thinwal I" pipe will not be acceptab /e. E. The use of schedu /e 40 black steel pipe 2" and smaller with roll grooved connections on gridded systems is acceptable. 3. FITTINGS A. Cast -Iron Threaded Fittings: ANSI 816.4, Class 125, standard pattern, for threaded joints. Threads shall conform to ANSI 51.20.1. B. Mal l eab l e -Iron Threaded Fittings: ANSI B16.3, Class 300, standard pattern, for threaded joints. Threads shall conform to ANSI 51.20.1. C. Steel Fittings: ASTM A 234, seamless or welded, for welded joints. D. Grooved Mechanical Fittings: ASTMA 536, Grade 65 -45 -12 ductile iron; ASTM A 47 Grade 32510 malleable iron; or ASTM A53, Type F or Types E or 5, Grade B fabricated steel fittings with grooves or shou /ders designed to accept grooved end couplings. E. Grooved Mechanical Coup /ings: Consist of ductile or ma / /eab /e iron housing, a synthetic rubber gasket of a central cavity pressure - responsive design; with nuts, bolts, locking pin, locking toggle, or lugs to secure roll -grooved pipe and fittings. F. Cast -Iron Threaded Flanges: ANSI B16. 1, Class 125; raised ground face, bolt ho /es spot faced. 4. JOINING MATERIALS A. We /ding Materials: Comp /y, with section II, Part C, ASME Boiler and Pressure Vessel Code for we /ding material appropriate for the wall thickness and chemical analysis of the pipe being welded. 1. Brazing Filler Meta /s: AWS A.5.8, Classification BAg/ (s i 1 ver). 2. Solder Fi l ler Metals: ASTM B 32, 95 -5 Tin Antinomy. B. Gasket Materials: Thickness, material, and type suitable for fluid to be handled, and design temperatures and pressures. 5. AUTOMATIC SPRINKLERS A. Sprinkler Heads: Fusible /ink type or glass bulb type, and style as required by the app /ication. Un /ess otherwise indicated, provide heads with nominal 1/2 -inch discharge orifice, for "Ordinary" temperature range. B. Sprinkler Head Finishes: Provide heads with the fol lowing finishes: 1. Sprink /ers for the proposed equipment shall be of the approved bronze and chrome upright and pendent; bronze and chrome flush and semi - recessed; and lead coated upright type, and shall be distributed throughout the building as required. 2. Sprinklers in suspended acoustical tile and gypsum drywall ceilings in service/exit corridors or office areas shall be approved semi-recessed pendent type, chrome plated with escutcheon of 1" maximum depth with supp /y piping concealed above ceiling. 3. Sprinklers within existing spaces with fire sprinkler coverage shall match existing sprinklers in color, K factor, temperature, and style. PART 3 -- EXECUTION 1. EXAMINATION A. Examine rough in for sprinkler system piping and equipment to verify actual locations of piping and equipment prior to installation. B. Examine walls for suitab /e conditions where cabinets are to be installed. C. Do not proceed until unsatisfactory conditions have been corrected. 2. PIPE APPLICATIONS A. Use most economical combination of the following materials meeting al/ requirements. Alternate piping materials may be submitted for approval, subject to prior written approval by the Local Fire Marshal I. 1. Instal Schedu /e 40 steel pipe with threaded joints and fittings for 2 inch and smal ler. 2. Install Schedu /e 10 steel pipe with rol /- grooved ends and grooved mechanical couplings for 2 1/2 inch and larger. 3. PIPING INSTALLATIONS A. Locations and Arrangements: Drawings (plans, schematics, and diagrams) indicate the general location and arrangement of piping systems. So far as practical, instal/ piping as indicated. 1. The Subcontractor shall make no changes in installation from layout as shown on approved working drawings which may be requested by any Inspection Bureau or Insurance Association unless such change is specifical ly approved by the Engineer. Any changes made other than as above stated are at the Subcontractor 's own expense and responsibi / ity. B. Instal/ sprinkler piping to provide for complete system drainage in accordance with NFPA 13. C. Use approved fittings to make all changes in direction, branch takeoffs from mains, and reductions in pipe sizes. D. Instal/ unions in pipes 2 inch and smaller, adjacent to each valve. Unions are not required on flanged devices or in piping installations using grooved mechanical couplings. E. Hangers and Supports: Comp /y with the requirements of NFPA 13 and NFPA 14. Hanger and support spacing and locations for piping joined with grooved mechanical couplings shall be in accordance with the grooved mechanical coupling manufacturer's written instructions, for rigid systems. Provide protection from damage where subject to earthquake in accordance with NFPA 13. F. Insta // pressure gage on the riser or feed main at or near each test connection. Provide gage with a connection not less than 1/4 inch and having a soft metal seated globe valve, arranged for draining pipe between gage and valve. Install gages to permit removal, and where they will not be subject to freezing. 4. PIPE JOINT CONSTRUCTION A. Welded Joints: AWS D10.9, Level AR -3. B. Threaded Joints: conform to ANSI 81.20. 1, tapered pipe threads for field cut threads. Join pipe, fittings, and valves as fol lows: 1. Note the internal length of threads in fittings or valve ends, and proximity of internal seat or wal /, to determine how far pipe should be threaded into joint. 2. Align threads at point of assemb /y. 3. Apply appropriate tape or thread compound to the external pipe threads. 4. Assemble joint to appropriate thread depth. When using a wrench on valves place the wrench on the valve end into which the pipe is being threaded. 5. Damaged Threads: Do not use pipe with threads that are corroded or damaged. If a weld opens during cutting or threading operations, that portion of pipe sha/ / not be used. C. Mechanical Grooved Joints: Cut or roll grooves on pipe ends dimensiona /ly compatible with the couplings. D. End Treatment: After cutting pipe lengths, remove burrs and fins from pipe ends. 5. SPRINKLER HEAD INSTALLATIONS A. Use proper tools to prevent damage during installations. 6. FIELD QUALITY CONTROL A. Flush, test, and inspect sprinkler piping systems in accordance with NFPA 13 requirements_ B. Flush, test, and inspect standpipe systems in accordance with NFPA 14 requirements. C. Rep /ace piping system components, which do not pass the test procedures, specified, and retest repaired portion of the system. 7. FLUSHING CONNECTIONS A. Provide flushing connections in cross mains as specified in NFPA 13, latest edition. 8. PIPING THROUGH WALLS AND FLOORS A. S /eeves shall be set in place for al pipes passing through f /oors and walls. B. In the event Sprinkler Subcontractor fails to set sleeves for passage of piping through floors and walls, he shall pay the Construction Manager to cut and instal/ them. C. All hangers and hanger components shut / be approved type. 9. FREIGHT & HAULING A. Deliver materials to job site and unload and stack in location designated by the owner's representative. 10. LEAK DAMAGE A. This Subcontract shall be responsible during the instal lotion and testing periods of the sprinkler system for any damage to the work of others, to the building, its contents, etc., caused by leaks in any equipment, by unplugged or disconnected pipes, fittings, etc. or by overflow, and shal l pay for necessary replacements or repair to work of others, building, store fixtures, or merchandise damaged by such leakage. 11. GUARANTEE A. ,4t the completion of the work under this sprinkler contractor, this Subcontractor shall furnish, in writing, to the owner, a guarantee stating that all equipment, materials and work performed are in full accordance with the Plans and Specifications. B. This Subcontractor shall also furnish to the owner a written guarantee (in triplicate) that all equipment, materials and work performed under this contract, and any subsequent change orders thereto, are fully guaranteed for one year from dote of final acceptance, and that any equipment, materials or workmanship which may prove defective within that time wit/ be rep /aced at no cost to the owner. 12. MORE OR LESS SPRINKLERS A. The Sprinkler Subcontractor shall state price / the bid for more or less sprinklers than the total number of sprinkler heads as shown on the working drawings. This price sha /l include al/ necessary heads, piping, fittings, and tabor per head and shall state price for installation of each type of sprinkler used job. 13. ACCEPTANCE A. Before offering system for acceptance, the Subcontractor shall furnish written proof that it is entirely satisfactory to the Inspection Agency, governmental bodies having jurisdiction and the local water utility. 14. CUTTING & PATCHING A. Chases, openings, recesses, etc. in new construction shall be provided where so indicated by the Subcontractors in construction at the locations involved. Subcontractors shall furnish information as to size, location, etc. and shall provide and set i place all boxes, sleeves, inserts, forms, etc. B. If he fails to provide the required data in time for openings to be /eft, or if he fails to set boxes, s /eeves, inserts, forms, etc., Construction manager shall do required cutting. C. Openings shall be accurately located, neatly cut and no larger than necessary. D. The Subcontractor shall do rebuilding, patching, refinishing and painting required to restore construction to original condition before cutting, as approved by the Architect, using ski /led craftsmen. 15. INSPECTOR'S TESTING A. Inspector's test connections, consisting of 1" piping, /" Globe valve, and 1/2" special discharge nozzle, shall be provided and connected to the systems at required points. The subcontractor to consult with Construction Managers superintendent on the job to determine exact locations of Inspector's test connections and locations of discharge piping. Piping downstream of test valves shall be galvanized. 16. SUBSTITUTIONS A. If the Subcontractor makes any substitutions of equipment or materials from that specified he shall be responsible for any required changes in drawings and responsible for any changes and cost caused by changes to other contracts involved. 1)807 1.01 GENERAL: A. All work sha l l be in accordance with the ru /es and regulations of city, and /or state. B. All authorities having jurisdiction shall be notified at /east three working days prior to commencement of work. C. All piping sha l l be routed in the suspended ceiling space unless otherwise indicated. All piping exposed to view sha // be routed as high as possible and tight to the underside of the structural steel. D. Exposed piping in finished areas shall be chrome plated with chrome plated escutcheon at pipe entry to finished area. E. Sleeve or core -drill f /oor slabs, walls, etc. as required for piping and fire -stop opening around pipe verify location of structural beams, joists, etc. before drilling. F. All openings in drainage and /or vent systems as a result of instal lotion rough in shall be protected with a test plug that is securely locked in place until final finished connections are installed. G. All piping shall be concealed in walls and behind fixed furnishings unless otherwise indicated. H. Wherever foundation walls, outside walls, roof, etc. are penetrated for installation of systems, they shall be patched to match existing construction and sealed weather tight. Work sha // be performed by craftsmen skilled in their respective trades. I. All piping shall be run parallel to building lines and supported and anchored as required to facilitate expansion and contraction. Al/ piping shall be concealed except in unfinished .paces. Instal/ as required to meet all construction conditions and to al low for instal lotion of other work including ducts and electrical conduit. At all connections between ferrous piping and nonferrous piping, provide an isolating dielectric union. J. Provide al/ fittings, accessories, offsets, and materials necessary to facilitate the plumbing system's functioning as indicated by the design and the equipment indicated. K. All drainage piping shall be uniformly pitched, 1/4" per foot un /ess otherwise required by existing conditions. L. Provide a complete system of copper or steel vent risers above f /oor. All vents shall be carried through the roof with flashing. M. Condensate and indirect drain piping shal / be copper. N. Provide cleanouts at the end of each horizontal run, and at the base of all vertical waste and drainpipes. Cleanouts shall be of the same size as the pipes they serve. 0. Hot and cold water piping shall be type "L" copper pipe above grade and type "K copper pipe below grade, fittings as required by local authorities. Provide water hammer arrestors Wade Skokstop" Model No. W -5 through W- 100, size as indicated by Manufacturer, where shown on the drawings. Instal/ stop valve in an accessible location in each water supply to each fixture. P. Insulate all hot and co /d water piping both vertical /y and horizontal /y, in ceiling, below all handicapped fixtures and concealed in wal /s completely. Provide 1" preformed fiberglass ASJ -VB, flame spread 25, smoke developed .50, ASTM C -547. Q. Piping routed in exterior walls shall be routed on winter warm side of building wall insulation. R. Access panels shall be provided where concealed control devices, valves, etc. are concealed within wal /s. Where access for adjustment and maintenance is possible through lay -in suspended ceilings, access pane /s are not required. 5. Test water system under 150 psig hydrostatic pressure, for four (4) hours minimum. When testing indicates materials or workmanship is deficient, replace or repair as required and repeat test until standards are achieved. T. Provide a complete natural gas piping system as noted on the drawings. Pipe and fittings shall be as required by local authorities. Provide al/ unions, shut -off valves, and dirt legs required by NFPA -54 and governing local codes. Provide all test, meters, inspections, hangers and equipment connection required for a complete and operating system. Paint piping on a roof with two coats of rust resistant outdoor paint. U. The domestic water system, drainage systems, and gas piping system shall be flushed and pressure tested. The domestic water system shall be purified. V. Drainage piping underground shall be cast iron pipe and fittings. W. Drainage piping inside the building shall be cast iron pipe w , and fittings. X. All floor drains shall be connected to the sanitary sewer system. CITY CF ; ;, A PLUMBING SPECIFICATIONS 08 2008 SCALE: NOT TO SCALE u .i ai'aa 1 �+E =1 I LA A R C H I T E C T 1 DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com E N G I N E E R 1 B Na3cwbk as Oaanha n LcsMgeh5 B 800- 581-0B63 wwwtLredaeLaom NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBIUTY OF THE SUB CONTRACTOR TO OBTAIN. REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL 1 ORIENTATION 1 Conceive. Construct. Connect. 831 JAMES STREET. SYRACUSE. NEW YORK 13203 PHONE: 315.233.1300 FAX: 315.233.1314 PROJECT sbarro' WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 S H E E T T I T L E R CIFICATIONS r SHEET P -3 J E Q U I P M E N T S C H E D U L E MARK QTY- ITEM MANUFACTURER MODEL NO. FURNISHED BY INSTALLED BY FINAL CONNECTION BY ELECTRICAL REMARKS (EQ#) CIRCUIT PHASE VOLTS AMPS RTU -1 13D 1 30" x 72" HOT PLATE HATCO #GRSBF -72 -0 OWNER F.C. E.C. B -1 1 208 10.0 L/R CONTROL; W/ FLANGE; REMOTE THERMOSTAT ON 6' CORD AT REAR 21 1 STEAMER INTEK #XS- 208 -8 -3 OWNER F.C. E.C. B -7 3 208 22.0 W/ STAND 27 2 PIZZA PREP KAIRAK #KRP -27S /CUSTOM OWNER F.C. E.C. B -27,29 1 120 11.75 CUSTOM HEIGHT /FLAT TOP 33B 1 2 DOOR FREEZER BEVERAGE -AIR #EF48 OWNER F.C. E.C. B -13 1 120 14.5 TOP MNTD. SIDES AND CASTERSNTAWED CONDENSER UNIT W/ EVAPORATOR W/ S/S 38A 1 WALK -IN CONDENSER KOLPAK OWNER F.C. E.C. B -15 3 208 20.0 7' -9" X 7'--9" X 8' -6 "H WITH FLOOR. 38B 1 WALK -IN EVAPORATOR KOLPAK OWNER F.C. E.G. B -21 1 120 20.0 START -UP BY OWNER UNIT REQUIRES ELECTRICAL SUB. ASSEMBLY 39 1 (4) BURNER RANGE W/ OVEN SOUTHBEND P32D -XX OWNER F.C. P.C. B -25 1 120 1.0 W/ REAR GAS CONNECTION, PRESSURE REGULATOR, AND UPPER SHELF 41 1 DOUGH MIXER HOBART #HL662 OWNER F.C. E.C. B -31 3 208 10.0 2.7 HP MOTOR 53A 1 8 VALVE SODA DISPENSER CORNELIUS #CB2323SST OWNER F.C. PEPSI B -37 1 120 t5 DROP -IN DISPENSER W/ EIGHT FAST FLOW OF -1 VALVES, 80 LB BIN 53B 1 CARBONATOR CORNELIUS #1624 PEPSI PEPSI PEPSI B -39 1 120 7 -5 LOW PROFILE LARGE RESERVE W/ VENT CHECK VALVE 56 1 PIZZA OVEN BAKERS PRIDE OWNER F.C. P.C. B-20 1 120 15.0 DOUBLE STACKED W/ S.S FINISH 65 2 P.O.S. TERMINALS IBM OWNER OWNER OWNER B -41 1 120 20.0 PROVIDED BY OWNER 68 1 SCALE PELOUZE OWNER OWNER OWNER B -43 1 120 12V DC PROVIDED BY OWNER 72A 1 ICE CUBER ICE-O-MATIC #ICE0806 -W OWNER OWNER E.C. /P.C_ B -45 1 208 9.8 WATER- COOLED 88B 1 SALAD BIN 4 2/3 (2 WELL) MARSAL OWNER F.C. E.C. B -51 1 120 6 SIZFERIG 2'-7 ATFI 3/4-W. 2 ALL STAINLESS H.1" FLANGES SELF - CONTAINED 93B 1 SELF -SERVE REF. DISPLAY QBD #CTTU4834 OWNER F.C. E.C. B -49 1 120 11.0 48" X 25" OVERALL DIMENSION 94C 1 PAN STEAM -- 8 2/3 (4 WELL) MARSAL OWNER F.C. E.C. /P. C. B -53 3 208 22.0 4' -11 1/2 "L X 2' -7 "D OVERALL DIMENSION EQUIPMENT ELECTRICAL CONNECTION SCHEDULE MARK VOLTAGE PHASE DISCONNECT SWITCH CIRCUIT NUMBER CIRCUIT BREAKER FEEDER REMARKS RATING POLES FUSES WIRE GROUND CONDUIT RTU -1 480 3 30 3 20A A -3 25/3 12 12 3/4" HWH -1 480 3 60 3 N.F. A -2 40/3 8 10 3/4" MAU -1 120 1 30 1 25A B-36 25/1 10 10 3/4" INTERLOCK WITH EF- 1,EF -2 & CAPTURE JET FAN. SEE DETAIL 2/E -2. EF -1 120 1 30 1 20A B -50 25/1 12 12 3/4" INTERLOCK WITH MAU -1. SEE DETAIL 2/E -2. £F -2 120 1 30 1 15A B -58 15/1 12 12 3/4" INTERLOCK WITH MAU -1. SEE DETAIL 2/E -2. - 3234A INSTALL 6" BELOW COUNTERTOP WITH ADEQUATE ACCESS AND PROTECTION REV SPACE NEEDED FOR BATTERY BACKUP AND VARIOUS POWER SUPPLIES BY D <N ' \ ISOLATED GROUND i . a 1 JRR 0 ❑❑0 I , MUST BE CLIMATE CONTROLLED. SHELF ALL OUTLET LOCATIONS SHOULD BE PLACE AS NEAR TO TERMINALS AS POSSIBLE IN A PROTECTED, YET ACCESSIBLE LOCATION AND SHOULD BE FREE OF MOISTURE AND PROTECTED FROM LIQUID OR LIQUID SPILLS. LOCATIONS SHOULD ALSO BE IN LOW USE AREAS AWAY FROM SUPPLIES SUCH AS PLATES, WARES OR CHEMICALS. FLOOR - 3234A ,� l PROJECTNUMBER I REV DATE BY NOTES ' \ 12/21/07 JRR LANDLORD COMMENTS MUST BE CLIMATE CONTROLLED. DRAWN BY: TJC CHECKED BY: GRS DATE: ` 11 -19 -07 f COMPUTER HARDWARE PLACED HERE REQUIRES ADEQUATE COOLING AND VENTILATION. EQUIPMENT WIRE SHELVING PREFERRED. ROOM MUST BE CLIMATE CONTROLLED. r NOTE 6 SURFACE MOUNT .1; 'T- ,ve NOTE' S� • 18" COUNTERTOP WITH HOLE FOR CABLING ACCESS. MINIMUM 2-1/2" DIAMETER ANEL " PANEL "5", NOTE 7 8-26 SUSPENDED FROM STRUCTURE 48" +60'4 48" B -28 NOTE 74 7 B -30, VIA TIMECL OCK \-N TE 10 GE71®?AL ELECTRICAL NOTES. A. EXISTING CONDITIONS SHOWN ARE BASED ON AS-BUILT DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. B. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO BIDDING' AND START OF WORK. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED TO ALLOW FOR INSTALLATION AND CONSTRUCTION OF NEW WORK. C. REMOVE ALL EQUIPMENT, DEVICES, FIXTURES, CONDUITS, SUPPORTS, HANGERS, ETC. , NOT SHOWN THAT ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE NEW WORK. RECESSED BOXES AND CONDUITS CONCEALED WITHIN WALLS OR FLOORS THAT ARE TO REMAIN MAY BE ABANDONED IN PLACE AS LONG AS THE OPENINGS ARE PATCHED AND THE CONDUCTORS REMOVED. D. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF ALL EQUIPMENT NOT REUSED AS PART OF THE NEW WORK. THE OWNER SHALL HAVE FIRST SAL VAGE RIGHTS ON ALL MATERIALS AND EQUIPMENT. E. MAINTAIN CONTINUITY OF CIRCUITS AS NEEDED TO PROVIDE POWER TO REMAINING DEVICES, FIXTURES, OR EQUIPMENT NOT BEING REMOVED. F. THIS PROJECT UTILIZES A THIS PROJECT UTILIZES A PLENUM RETURN AIR CEILING DESIGN. ALL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE PLENUM RETURN CEILING MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. ELECTRICAL NOTES- 1. RUN A 1" CONDUIT WITH CAT -5 CABLE FROM REGISTERS TO 72 MANAGER'S DESK. PROVIDE JUNCTION BOXES AT EACH LOCATION, AS REQUIRED. SEE POS WIRING DIAGRAMS THIS SHEET. 2. INTERLOCK WITH ASSOCIATED CONDENSER. J. CONDENSERS SHALL BE INTERLOCKED WITH THE ASSOCIATED EVAPORATOR. 4. CONDENSER IS LOCATED ON THE TOP OF THE WALK IN COOLER UNIT. 5. PUSH BUTTON FOR BUZZER /DOOR BELL. 6. BUZZER /DOOR BELL. 7. VERTICALLY STACKED 60 POLE DOUBLE ELECTRICAL PANEL. CENTER OF OPERATING MECHANISM OF HIGHEST BREAKER SHALL NOT BE HIGHER THAN 6'-6" A . F. F. THE ELECTRICAL PANEL SHALL BE VERTICALLY MOUNTED USING' THIS CODE REQUIREMENT. 8. ELECTRICAL CONTRACTOR SHALL MOUNT STEAM TABLE CONTROL PANEL TO THE BACK OF STEAMER ON STEEL ANGLE IRON. NEMA L15-30R. 9. INTERLOCK GAS SOLENOID VALVE WITH FIRE ALARM SYSTEM WHERE SOLENOID WILL CLOSE UPON ACTIVATION. 10. PROVIDE FINAL CONNECTION TO SIGNAGE. COORDINATE L OCA TION AND REQUIREMENTS WITH SIGN CONTRACTOR. PROVIDE LOCAL DISCONNECT SWITCH MOUNTED IN AN INCONSPICUOUS LOCATION. EACH SIGN CIRCUIT SHALL HAVE SEPARATE NEUTRAL AND SEPARATE EQUIPMENT GROUND CONDUCTORS. 11. EXHAUST FAN FOR HOOD IS LOCA TED ON THE ROOF OF THE MALL IN A LANDLORD PROVIDED AREA. SEE PANEL SCHEDULE FOR ADDITIONAL ELECTRICAL INFORMATION. . DUCT SMOKE DETECTOR AND SHUT -DOWN RELAY SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. COORDINATE COMPATIBILITY WITH THE FIRE ALARM SYSTEM. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL A REMOTE TEST STATION WHERE REQUIRED BY THE LOCAL AHD. COORDINATE REMOTE TEST STATION MOUNTING LOCATION WITH OWNER AND FIRE MARSHALL . FINAL WIRING SHALL BE BY THE ELEC CAL GT 15. ' PRO IfD CO NEeTIONTO HOOD FIREwSCIPPR STEM. 14. PROVIDE 3'-0" x 7 ' -6 " x 3/4" PLYWOOD TELEPHONE BACKBOARD. BACKBOARD SHALL BE PAINTED WITH FIRE RETARDANT PAINT. PROVIDE A GROUND BAR MOUNTED ON TELEPHONE BACKBOARD WITH A #6 GROUND WIRE TO THE GROUND BUS OF MAIN SERVICE DISCONNECT. aw: :..._.._ SSION S TO TELEPHONE BOARD AT MANAGER'S DESK L 1 D1 D2 0 ❑ ❑ D3 D+ I I (3) ANALOG PHONE LINES: FAX POS /SUPPORT CREDIT CARDS AND DSL riOLAT>:D GROUND Q 3 SHELF SHELF BACK WALL DESK TOP OFFICE COUNTER AREA GENERAL COINDUI T REQUIREMENTS SAL 1. MINIMUM CONDUIT DIAMETER OF 1/2". 2. CONDUIT IN SLOBS MUST BE WITHOUT JUNCTIONS, OR HARD (SMALL RADIUS) BENDS. 3. CONDUIT MUST BE CONTINUOUS FROM BACKBOARD IN OFFICE TO P.O.S. LOCATIONS WHEN POSSIBLE. OTHERWISE STUB -UPS TO CEILING VOIDS ARE POSSIBLE AND A CLEAR PATH TO EACH LOCATION IS NECESSARY. 4. CONDUIT SHALL BE INSTALLED TO AVOID PROXIMITY OF ALL LIGHTING BALLASTS, ELECTRIC MOTORS (SUCH AS HVAC AND REFRIGERATORS) AND POWER TRANSFORMERS OF ANY LOAD. 5. CONDUIT SHALL BE FREE OF ANY SHARP SURFACES OR SNAGS OF ANY KIND. ANY PULLS NEEDING LUBRICATION MUST BE EXAMINED FOR DEFECTS AND REPAIRED. 6. ALL SURFACE MOUNT OR IN WALL U-BOXES ARE TO BE USED AT END POINTS ONLY AND MUST BE DEDICATED TO 77E P.O.S. WIRING. NO OTHER LINES ARE TO SHARE CONDUIT, INCLUDING TELEPHONE, VIDEO OR ANY OTHER WIRE. 7. LOW VOLTAGE WIRING INSTALLATION SHALL CONFORM TO LOCAL ELECTRICAL CODE REQUIREMENTS. SAL LOT►' VOLTAGE ;FIRING REQUIRSElVTS 1. WIRE MUST BE CATEGORY 5, 5E OR BETTER IN PLENUM GRADE. 2. ALL TERMINATION POINTS ARE IN STANDARD ETHERNET B scHEw. 3. ALL TERMINATIONS ARE TO BE RJ-45 FEMALE, KEYSTONE TYPE 4. CABLE MAY NOT BE SLICED, SPLIT OR INTERRUPTED FROM ORIGIN TO ENDPOINT_ 5. AVOID ROUTING OF CABLING, NEAR FIELD GENERATING DEVICES SUCH AS NEON OR FLUORESCENT BALLASTS, RADIO TRANSMITTERS OR POWER TRANSFORMERS OF ANY LOAD. 6. ALL FOUR PAIRS (8 WIRES) ARE TO BE PUNCHED DOWN TO ALL POINTS. 7. ALL FACEPLA TES MUST BE CLEARLY AND PERMANENTLY LABELED ON BOTH ENDS OF WIRE TO MATCH. NO EXCEPTIONS TO THIS ARE ALLOWED. GENERAL SYSTEM REOUIREVEWS 1. CASH REGISTER REQUIRES AN ISOLATED OR DEDICATED 20 AMP, 120V, SINGLE PHASE CIRCUIT. (A REGISTER CANNOT SHARE A CIRCUIT WITH ANY OTHER INDUCTIVE LOAD.) ALL 3 WIRES, GROUND, AEU7RAL. AA® POWER MUST BE RUN TO CIRCUIT BREAKER BOX VIA CONDUIT THAT ONLY CONTAINS 7hESE WIRES. GROUND AND NEUTRAL MUST BE RUN SEPARATELY AND SHALL BE RUN UNINTERRUPTED TO GROUND POINT OF PREMISES. 2. CASH REGISTER OUTLET SHALL BE OF 771E TYPE 77/AT DOES NOT HAVE 77EE GROUND TERMINAL CONNECTED TO 7HE RECEPTACLE MOUNTING BRACKET. (EQUIVALENT TO HUBBELL #165262 DUPLEX OR #1G5251 SINGLE) A SPECIAL INSULA7ED TERMINAL BLOCK DISTRIBUTION BOX AND 77E USE OF INSULATED GROUND WIRE FROM 77E RECEPTACLES UNDER 77 E CASH/P.O.S. AREA TO THE DISTRIBUTION BOX AND FROM 7HE DISTRIBUTION CONDUIT OR DUCT BE USED AS A GROUND, OR PVC CONDUIT BE W. OUTLET TO BE COLOR CODED FOR DEDICATED USE. 3. THE CASH REGISTER I5 SUPPLIED W777-1 A THREE -PRONG PLUG. THE WE OF ISOLATORS OR CONVERSION PLUGS COMPLETELY DEFEATS THE PURPOSE OF THE GROUND. ELECTRICAL CONTRACTORS SHALL NOT USE CONVERSION PLUG'S IN ANY DVSTALLATION OF P.O.S. SYSTEMS. 4. POWER AND GROUND SYS7Ei! INSTALLATION SHALL CONFORM TO ALL WIRING DIAGRAMS AND REFERENCE SHEETS FURNISHED BY CASH REGISTER MANUFACTURER. 5. ELECTRICAL CONTRACTOR SHALL OBTAIN FROM 7HE TENANT ALL REQUIRED INFORMATION PERTAINING TO THE CASH REGISTER SY57FM POWER WIRE AND WIRING INSTALLATION. SINGLE PHASE 120V DEDICATED CIRCUIT DUPLEX OUTLET SINGLE PHASE 120V DEDICATED CIRCUIT DUPLEX OUTLET SINGLE CAT -5 TO SINGLE -GANG J -BOX WITH DUAL FEMALE RJ--45 TERMINATIONS IN FACEPLATE (TYP OF 3) _________ FECNOVI JAN 0 7 2008 I I it CITY OF 1: 170 , !LA FEB 0 6 2008 Pbhho °v.gl f DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.4831146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com I NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL. 1 ORIENTATION 1 s. Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315.233.1300 FAX: 315.233.1314 1 F� PROJECT sbarro• WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE I POWER PLAN AND ELECTRICAL DETAILS 1 SHEET 1 E1 j LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER CATALOG NUMBER LAMP SPECIFICATION (SEE GENERAL NOTE A) VOLTS MOUNTING REMARKS T1VM BNIl13C RECESS SURFACE N315 NIVHD CABLE QUAN DESCRIPTION TYPE LT -2 LIGHTOLIER PA2P3075WTL 2 20W TCP SPRINGLAMP CFL 120 - -- X X 330 SALES COVE LIGHTING 4 5 SHORT NECK LAMP ONLY. LT -2A LIGHTOLIER PA1 P3075WTL 1 20W TCP SPRINGLAMP CFL 120 7 X X 30/3 A 20/1 608 SHORT NECK LAMP ONLY. LT -3 LIGHTOLIER 8011 CCLW 1 18W 4 PIN TRT CFL 120 500 X X 11 C 2642 - -- C LT -4 DAYBRITE 2TG8332- 01— UNV -1 /3EB 3 32W T -8 FL 120 20/1 X X 1176 EF -1 14 15 W.I.0 CONDENSER (38A) LT -5 AMERICAN FLUORESCENT TNE113 1 13W T -5 FL 120 17 C 1920 X C 20/1 950 SNEEZEGUARD LIGHTING LT -6 DUALLITE EZ -2 - -- INCLUDED IND 120 X PIZZA OVEN (56) 20 X W.I.0 EVAPORATOR (38B) 1920 20/1 EMERGENCY LIGHT LT-6A EVENLITE MIR— SD- 50— LC- 2H —U —RI - -- INCLUDED IND 129 X (-4 0,/1 X , o0 . I S 4,, 25 EMERGENCY LIGHT LT -7 DUALLITE LXURWE - -- INCLUDED IND 120 27 X 1410 X 40 22-44 fi T24EPO !ElftEI LT -8A 29 PIZZA PREP TABLE (27B) 1 100 W IND 120 X SIGNAGE 30 X DOUGH MIXER (41) 901 20/3 LIGHTING PROVIDED INTEGRAL TO COOLER. LT -8B 696 EF-2 2 60W T12 HO FL 120 - -- X 20/1 X FIRE SUPPRESSION 34 35 LIGHTING PROVIDED INTEGRAL TO COOLER. LT -9 - -- C 1 100W IND 120 37 SODA DISPENSER (53A) 180 X A - -- LIGHTING PROVIDED INTEGRAL TO HOODS. LT -10 39 30D CARBONATOR (53B; 4 50W FL 120 X POS TERMINALS IG (65) 400 20 /1c LIGHTING PROVIDED INTEGRAL TO SNEEZEGUARD. LT -11 180 ROOFTOP RECEPT 1 300W HALOGEN IND 120 15/1 A . - - - . ;;•::_ .: ^ V X 45 HEAT LAMPS FOR FOOD PREPARATION/ WARMING ONLY. PANE 120/208 VOLT, 3 PHASE, 4 WIRE :. 125 A. MAIN BKR_ LOAD SERVED : °' SURFACE MOUNTED N0. LOAD SERVED V.A. C.B. In- C.B. V.A. LOAD SERVED NKOT 1 HOT PLATE (13D) 1035 20/2 A 20/1 418 SALES LIGHTING 2 3 B 1035 - -- B 20/1 330 SALES COVE LIGHTING 4 5 SHUNT TRIP SPACE 12605 8000 C 20/1 207 COOLER LIGHTING 6 7 STEAMER (21) 2642 30/3 A 20/1 608 KITCHEN LIGHTING 8 9 - - -- -- 2642 - -- B 20/1 500 CAP JET /HOOD LIGHTING 10 11 C 2642 - -- C 12 13 SHUNT TRIP SPACE 12 13 EACH IN FREEZER (33B, 1740 20/1 A 25/1 1176 EF -1 14 15 W.I.0 CONDENSER (38A) 1920 20/3 B 20/1 360 MANAGERS DESK 16 17 C 1920 - -- C 20/1 950 SNEEZEGUARD LIGHTING 18 19 1920 - -- A 20/1 1800 PIZZA OVEN (56) 20 21 W.I.0 EVAPORATOR (38B) 1920 20/1 B 20/1 540 GENERAL RECEPTS 22 23 SHUNT TRIP SPACE (-4 0,/1 6F]PtZ , o0 . I S 4,, 25 GAS RANGE /OVEN (39) 120 15/1, A 20/1 1000 TIME CLOCK /CONTACTORS 26 27 PIZZA PREP TABLE (27A) 1410 15/1 40 22-44 fi T24EPO !ElftEI 29 PIZZA PREP TABLE (27B) 1410 15/1 C 20/1 1200 SIGNAGE 30 31 DOUGH MIXER (41) 901 20/3 A 15/1 696 EF-2 32 33 901 - -- B 20/1 300 FIRE SUPPRESSION 34 35 901 - -- C 25/1 2328 MAU -1 36 37 SODA DISPENSER (53A) 180 15/1 A - -- SHUNT TRIP SPACE 38 39 30D CARBONATOR (53B; 864 20/1 B _ 41 POS TERMINALS IG (65) 400 20 /1c 20/1 180 ROOFTOP RECEPT 42 43 SCALE (68) 200 15/1 A . - - - . ;;•::_ .: ^ V 45 ICE CUBER (72D) 1020 20/2 Br 20/1 Y 180 _, MANAGERS DESK IG 46 47 1020 - -- C SP R 49LF —SRV REF. DISPLAY (936)1320 20/1 A 20/1 SPARE 50 51 2 WELL SALAD BIN (886) 720 15/1 B 20/1 SPARE 52 53 PAN STEAM (94C) 2667 20/3 C 20/1 SPARE 54 55 2667 - -- A 20/1 SPARE 56 57 2667 - -- 6 20/1 SPARE 58 59 SPARE 20/1 C 20/1 SPARE 60 PANEL A 277/480 VOLT, 3 PHASE, 4 WIRE 225 A M.L.O. SURFACE MOUNTED CK N LOAD SERVED V.A. C.B. P C.B. V.A. LOAD SERVE NOT 1 SHUNT TRIP SPACE 4213 - -- A 40/3 8000 HWH -1 2 3 RTU -1 3548 25/3 B - -- 8000 OTHER 1 4 5 9000 3548 - -- C 12605 8000 9040 32903 7 NON — SIMULTAN 0 3548 - -- 0 ; 60/3 14268 SUBFEED PANEL "B" 8 , 9 SPARE 0 20/1 B , - -- 14136 3548 10 11 SPARE 0 20/1 C - -- 14250 12 13 SPACE ONLY A 29971 29417 SPACE ONL vm 15 SPACE ONLY B SPACE ONLY 16 17 SPACE ONLY C SPACE ONLY 18 LOADS BASED ON NATIONAL ELECTRIC CODE PANEL A CONNECTED LOAD BY PHASE TOTAL CONNECTED TOTAL DEMAND LOAD 3 PHASE A B C LIGHTING 1.25 1026 830 2357 4213 5266 RECEPTACLES 0 1080 180 1260 1260 MOTORS 1 3792 3840 4248 11880 11880 OTHER 1 9000 8860 9000 26860 26860 KITCHEN 0.65 12605 11259 9040 32903 21387 NON — SIMULTAN 0 0 0 0 0 0 HEATING ONLY 0 0 0 0 0 0 COOLING ONLY 1 3548 3548 3548 10644 10644 EXIST. LOAD 1.25 0 0 0 0 0 LOAD TOTAL 29971 29417 28373 87760 77297 SWITCH IN KITCHEN AREA B -24� H 120V N LIGHTING PLAN SCALE: 1/4" =1 SCALE: NTS 120V N PILOT LIGHT, 120 V, RED LAMINATE PLATE "EXHAUST FANS ON" J_ CR1 T 1_ CR1 T 1_ CR1 T T CR1 UPON ACTIVATION OF KITCHEN LIGHT SWITCH, THE E.C. PROVIDED RELAY WILL TURN ON THE KITCHEN LIGHTS, (1) EXHAUST FANS (EF -1 & 2), MAKE —UP AIR FAN & CAPTURE JET FAN (ON HOOD). E.C. TO PROVIDE ALL REQUIRED FAN STARTERS, AS NECESSARY LIGHTING AND HVAC CONTROL DIAGRAM, 120V N.O. CONTACTS IN FIRE SUPPRESSION SYSTEM (CLOSES UPON SYSTEM ACTIVATION) I1111 TTTTTT B -2 B -4 B -8 B -18 SPARESPARE 6 POLE, 20A CONTACTOR C -2 CR2 T C R2 T T Rz 1 CR2 T 1 TR2 EF -1 (FAN STARTS WHEN CONTACTS CLOSE) EF -2 (FAN STARTS WHEN CONTACTS CLOSE) MAU -1 (FAN STARTS WHEN CONTACTS CLOSE) CAPTURE JET FAN AND HOOD LIGHTS TO SHUNT TRIP FOR RTU -1 UNIT TO SHUNT TRIP FOR STEAMER #21 TO SHUNT TRIP FOR MAU -1 UNIT TO SHUNT TRIP FOR CAPTURE JET FAN /HOOD LTG TO SHUNT TRIP FOR RANGE OUTLET #39 UPON ACTIVATION OF E.C. SUPPLIED CONTACTOR, ALL ELECTRIC UNDER THE HOOD IS TO BE SHUT DOWN, AS WELL AS THE GAS SERVICE. FIRE SUPRESSION WIRING DIAGRAM, SCALE: NTS GEVD7AL LIGHTING NOTES A. EXISTING CONDI TIONS SHOWN ARE BASED ON AS —BUILT DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDI TIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. 5. CONTRACTOR SHALL FAMILIARIZE HIMSELF WI TH THE WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR 15 RESPONSIBLE TO DEMOL ISH ALL EXISTING' AS REQUIRED TO ALLOW FOR INSTALLATION AND CONSTRUCTION OF NEW WORK. C. REMOVE ALL EQUIPMENT, DEVICES, FIXTURES, CONDUI TS, SUPPORTS, HANGERS, ETC. , NOT SHOWN THAT ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE NEW WORK. RECESSED BOXES AND CONDUI TS CONCEALED WITHIN WALLS OR FLOORS THAT ARE TO REMAIN MAY BE ABANDONED IN PLACE AS LONG AS THE OPENINGS ARE PATCHED AND THE CONDUCTORS REMOVED. D. IT 15 THE RESPONSIBIL I TY OF THE CONTRACTOR TO DISPOSE OF ALL EQUIPMENT NOT REUSED AS PART OF THE NEW WORK. THE OWNER SHALL HAVE FIRST SAL VAGE RIGHTS ON ALL MATERIALS AND EQUIPMENT. E. MAINTAIN CONTINUITY OF CIRCUITS AS NEEDED TO PROVIDE POWER TO REMAINING DEVICES, FIXTURES, OR EQUIPMENT NOT BEING REMOVED. F. THIS PROJECT UTILIZES A THIS PROJECT UT IL IZES A PLENUM RETURN AIR CEILING DESIGN. ALL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE PLENUM RETURN CEIL ING MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. L Ig/TIAG M77ES 1. NIGHT L IGHTING FIXTURES SHALL BE WIRED AHEAD OF ANY LOCAL SWITCHING RENDERING THEM OPERATIONAL 24 HOURS A DAY. 2. HOOD LIGHTS ARE PROVIDED BY THE HOOD MANUFACTURER AND CONTROLLED BY THE L IGHTING CONTACTOR. CONNECT TO THE CIRCUI T INDICATED ON THE PLANS. 3. COOLER L IGHTING IS INTEGRAL WI TH THE COOLER. A SW TCH WI THIN THE COOLER UNIT SHALL CONTROL L IGHTING. CONNECT TO CIRCUIT INDICATED ON PLANS. 4 LIGHTING AND HVAC CONTROL OVERRIDE SWITCH, SEE DETAIL 2/E -2 FOR ADDITIONAL INFORMATION NEEDED. 5. A TOTAL OF THREE LT-1 1 FIXTURES AND ONE LT-10 FIXTURE SHALL BE WIRED TO A J- -BOX IN FIELD AND CONTROLLED BY THE L IGHTING CONTACTOR. CONNECT TO THE CIRCUI T INDICA TED ON THE PLANS. ST LIGHTING FIXTURE SCHEDULE GENERAL NOTES: NOTE A: FL= FLUORESCENT, CFL = COMPACT FLUORESCENT, IND= INCANDESCENT, MH =METAL HALIDE, HPS =HIGH PRESSURE SODIUM, LPS —LOW PRESSURE SODIUM, MV= MERCURY VAPOR, LED =LIGHT EMITTING DIODE NOTE B: CONTRACTOR SHALL VERIFY THICKNESS OF CEILING SYSTEMS AND PROVIDE EXTENSIONS AS REQUIRED FOR ALL DOWNLIGHTS. NOTE C: FIXTURE DIMENSIONS SHALL BE COORDINATED WITH THE WALL AND /OR CEILING THICKNESS PRIOR TO ORDERING. NOTE D: CONTRACTOR SHALL PROVIDE ALL NECESSARY MOUNTING HARDWARE, FITTINGS, CONNECTORS, PENDANT FEEDS, END CAPS, ETC. FOR A COMPLETE TRACK LIGHTING SYSTEM. NOTE E: CONTRACTOR SHALL PROVIDE ALL LAMPS. ALL FLUORESCENT LAMPS SHALL BE BY THE SAME LAMP MANUFACTURER IN ORDER TO MATCH COLOR PHOSPHORS. ALL FOUR FOOT FLUORESCENT LAMPS SHALL BE OF THE LOW MERCURY CONTENT TYPE. NOTE F: CONTRACTOR SHALL PROVIDE ALL NECESSARY MOUNTING HARDWARE, TRIM RINGS, ETC. FOR THE TYPE OF CEILING SPECIFIED. COORDINATE WITH THE ARCHITECTURAL ROOM FINISH SCHEDULE. NOTE G: FOR EXIT LIGHTS, COORDINATE MOUNTING CONFIGURATION REQUIREMENT, DIRECTIONAL ARROWS, NUMBER OF FACES, ETC. WITH PLAN DRAWINGS. NOTE H: FLUORESCENT LIGHT FIXTURES SHALL HAVE INSTANT START BALLASTS. 4 PANEL SCHEDULES /NEC LOAD SUMMARY, SCALE: NTS ST GFI ST GFI GFI GFI GFI HACR GFI GFI X 08 %?) ST GFI GFI ST 44 "'E. "GFI" DENOTES GROUND FAULT CIRCUIT INTERRUPTING TYPE CIRCUIT BREAKER �' "ST" DENOTES SHUNT —TRIP CIRCUIT BREAKER "HACR" DENOTES HACR (HEATING, AIR — CONDITIONING AND REFRIGERATION) RATED CIRCUIT BREAKER RECEIV D CITY OF T: "1 i FEB 0 6 ZOLi I (.;EN A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com L E N G I N E E R r =: eng3rrl�rs_ u N.wlbdc q Omaha 6 LasAngiew R S01551-096:3 wwwsdvsacketzern J NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBIIJTY OF THE SUB CONTRACTOR TO OBTAIN. REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL- OR I E N TATION Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 1320.3 PHONE: 315.233.1300 FAX: 315.2311314 PROJECT sbarru WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 4 IGHTING PLAN ..ND ELECTRICAL SCHEDULES SHEET 1 E -2 i PROJECT NUMBER 1 1 3234A REV DATE BY NOTES A 12/21/07 JRR LANDLORD COMMENTS DRAWN BY: TJC CHECKED BY: GRS ` DATE: 11 -19 -07 l e SWITCH IN KITCHEN AREA B -24� H 120V N LIGHTING PLAN SCALE: 1/4" =1 SCALE: NTS 120V N PILOT LIGHT, 120 V, RED LAMINATE PLATE "EXHAUST FANS ON" J_ CR1 T 1_ CR1 T 1_ CR1 T T CR1 UPON ACTIVATION OF KITCHEN LIGHT SWITCH, THE E.C. PROVIDED RELAY WILL TURN ON THE KITCHEN LIGHTS, (1) EXHAUST FANS (EF -1 & 2), MAKE —UP AIR FAN & CAPTURE JET FAN (ON HOOD). E.C. TO PROVIDE ALL REQUIRED FAN STARTERS, AS NECESSARY LIGHTING AND HVAC CONTROL DIAGRAM, 120V N.O. CONTACTS IN FIRE SUPPRESSION SYSTEM (CLOSES UPON SYSTEM ACTIVATION) I1111 TTTTTT B -2 B -4 B -8 B -18 SPARESPARE 6 POLE, 20A CONTACTOR C -2 CR2 T C R2 T T Rz 1 CR2 T 1 TR2 EF -1 (FAN STARTS WHEN CONTACTS CLOSE) EF -2 (FAN STARTS WHEN CONTACTS CLOSE) MAU -1 (FAN STARTS WHEN CONTACTS CLOSE) CAPTURE JET FAN AND HOOD LIGHTS TO SHUNT TRIP FOR RTU -1 UNIT TO SHUNT TRIP FOR STEAMER #21 TO SHUNT TRIP FOR MAU -1 UNIT TO SHUNT TRIP FOR CAPTURE JET FAN /HOOD LTG TO SHUNT TRIP FOR RANGE OUTLET #39 UPON ACTIVATION OF E.C. SUPPLIED CONTACTOR, ALL ELECTRIC UNDER THE HOOD IS TO BE SHUT DOWN, AS WELL AS THE GAS SERVICE. FIRE SUPRESSION WIRING DIAGRAM, SCALE: NTS GEVD7AL LIGHTING NOTES A. EXISTING CONDI TIONS SHOWN ARE BASED ON AS —BUILT DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDI TIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. 5. CONTRACTOR SHALL FAMILIARIZE HIMSELF WI TH THE WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR 15 RESPONSIBLE TO DEMOL ISH ALL EXISTING' AS REQUIRED TO ALLOW FOR INSTALLATION AND CONSTRUCTION OF NEW WORK. C. REMOVE ALL EQUIPMENT, DEVICES, FIXTURES, CONDUI TS, SUPPORTS, HANGERS, ETC. , NOT SHOWN THAT ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE NEW WORK. RECESSED BOXES AND CONDUI TS CONCEALED WITHIN WALLS OR FLOORS THAT ARE TO REMAIN MAY BE ABANDONED IN PLACE AS LONG AS THE OPENINGS ARE PATCHED AND THE CONDUCTORS REMOVED. D. IT 15 THE RESPONSIBIL I TY OF THE CONTRACTOR TO DISPOSE OF ALL EQUIPMENT NOT REUSED AS PART OF THE NEW WORK. THE OWNER SHALL HAVE FIRST SAL VAGE RIGHTS ON ALL MATERIALS AND EQUIPMENT. E. MAINTAIN CONTINUITY OF CIRCUITS AS NEEDED TO PROVIDE POWER TO REMAINING DEVICES, FIXTURES, OR EQUIPMENT NOT BEING REMOVED. F. THIS PROJECT UTILIZES A THIS PROJECT UT IL IZES A PLENUM RETURN AIR CEILING DESIGN. ALL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE PLENUM RETURN CEIL ING MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. L Ig/TIAG M77ES 1. NIGHT L IGHTING FIXTURES SHALL BE WIRED AHEAD OF ANY LOCAL SWITCHING RENDERING THEM OPERATIONAL 24 HOURS A DAY. 2. HOOD LIGHTS ARE PROVIDED BY THE HOOD MANUFACTURER AND CONTROLLED BY THE L IGHTING CONTACTOR. CONNECT TO THE CIRCUI T INDICATED ON THE PLANS. 3. COOLER L IGHTING IS INTEGRAL WI TH THE COOLER. A SW TCH WI THIN THE COOLER UNIT SHALL CONTROL L IGHTING. CONNECT TO CIRCUIT INDICATED ON PLANS. 4 LIGHTING AND HVAC CONTROL OVERRIDE SWITCH, SEE DETAIL 2/E -2 FOR ADDITIONAL INFORMATION NEEDED. 5. A TOTAL OF THREE LT-1 1 FIXTURES AND ONE LT-10 FIXTURE SHALL BE WIRED TO A J- -BOX IN FIELD AND CONTROLLED BY THE L IGHTING CONTACTOR. CONNECT TO THE CIRCUI T INDICA TED ON THE PLANS. ST LIGHTING FIXTURE SCHEDULE GENERAL NOTES: NOTE A: FL= FLUORESCENT, CFL = COMPACT FLUORESCENT, IND= INCANDESCENT, MH =METAL HALIDE, HPS =HIGH PRESSURE SODIUM, LPS —LOW PRESSURE SODIUM, MV= MERCURY VAPOR, LED =LIGHT EMITTING DIODE NOTE B: CONTRACTOR SHALL VERIFY THICKNESS OF CEILING SYSTEMS AND PROVIDE EXTENSIONS AS REQUIRED FOR ALL DOWNLIGHTS. NOTE C: FIXTURE DIMENSIONS SHALL BE COORDINATED WITH THE WALL AND /OR CEILING THICKNESS PRIOR TO ORDERING. NOTE D: CONTRACTOR SHALL PROVIDE ALL NECESSARY MOUNTING HARDWARE, FITTINGS, CONNECTORS, PENDANT FEEDS, END CAPS, ETC. FOR A COMPLETE TRACK LIGHTING SYSTEM. NOTE E: CONTRACTOR SHALL PROVIDE ALL LAMPS. ALL FLUORESCENT LAMPS SHALL BE BY THE SAME LAMP MANUFACTURER IN ORDER TO MATCH COLOR PHOSPHORS. ALL FOUR FOOT FLUORESCENT LAMPS SHALL BE OF THE LOW MERCURY CONTENT TYPE. NOTE F: CONTRACTOR SHALL PROVIDE ALL NECESSARY MOUNTING HARDWARE, TRIM RINGS, ETC. FOR THE TYPE OF CEILING SPECIFIED. COORDINATE WITH THE ARCHITECTURAL ROOM FINISH SCHEDULE. NOTE G: FOR EXIT LIGHTS, COORDINATE MOUNTING CONFIGURATION REQUIREMENT, DIRECTIONAL ARROWS, NUMBER OF FACES, ETC. WITH PLAN DRAWINGS. NOTE H: FLUORESCENT LIGHT FIXTURES SHALL HAVE INSTANT START BALLASTS. 4 PANEL SCHEDULES /NEC LOAD SUMMARY, SCALE: NTS ST GFI ST GFI GFI GFI GFI HACR GFI GFI X 08 %?) ST GFI GFI ST 44 "'E. "GFI" DENOTES GROUND FAULT CIRCUIT INTERRUPTING TYPE CIRCUIT BREAKER �' "ST" DENOTES SHUNT —TRIP CIRCUIT BREAKER "HACR" DENOTES HACR (HEATING, AIR — CONDITIONING AND REFRIGERATION) RATED CIRCUIT BREAKER RECEIV D CITY OF T: "1 i FEB 0 6 ZOLi I (.;EN A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect @dtmarchitect.com L E N G I N E E R r =: eng3rrl�rs_ u N.wlbdc q Omaha 6 LasAngiew R S01551-096:3 wwwsdvsacketzern J NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBIIJTY OF THE SUB CONTRACTOR TO OBTAIN. REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL- OR I E N TATION Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 1320.3 PHONE: 315.233.1300 FAX: 315.2311314 PROJECT sbarru WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 4 IGHTING PLAN ..ND ELECTRICAL SCHEDULES SHEET 1 E -2 r A. GENERAL SECTION 16000 ELECTRICAL GENERAL PROVISIONS The following supplements all sections of this specification and shall apply to al/ phases of work hereinafter specified, shown on the drawings, or required to provide a complete installation of approved electrical systems. (1) WORK INCLUDED. Furnish all labor, material, services, and skilled supervision necessary for the construction, erection, installation, connections, testing, and adjustment of a// circuits and electrical equipment specified herein, or shown or noted on the drawings, and its delivery to the Owner complete in all respects ready for use. (2) COORDINATION OF WORK. Plan al/ work so that it proceeds with a minimum of interference with other trades. Inform all parties concerned of openings required for equipment or conduit required in the bui /ding construction for electrical work and provide al/ special frames, sleeves and anchor bolts as required. Coordinate the electrical work with the mechanical installation. Work lines and established heights shall be in strict accordance with architectural drawings and specifications insofar as these drawings and specifications extend. Verify al/ dimensions shown and establish all elevations and detailed dimensions not shown. Loy out and coordinate all work well enough in advance to avoid conflicts or interferences with other work in progress so that in case of interference the electrical layout may be altered to suit the conditions, prior to the installation of any work and without additional cost to the Owner. Conflicts arising from lack of coordination shall be this Contractor's responsibility_ (3) COOPERATION WITH OTHER SECTIONS. Perform this work in conformity with the construction called for by other trades and afford other trades reasonable opportunity for the execution of their work. Proper /y connect and coordinate this work with the work of other trades at such time and in such a manner as not to delay or interfere with their work. Examine the drawings and specifications for the general and mechanical work and the work of other simifor trades. Coordinate this work accordingly. Prompt /y report to the Architect any delay or difficulties encountered in the instal lotion of this work which might prevent prompt and proper installation, or make it unsuitable to connect with or receive the work of others. Failure to so report shall constitute an acceptance of the work of other trades as being fit and proper for the execution of this work. (4) MATERIALS AND EQUIPMENT FURNISHED BY OTHERS. Certain materials and equipment will be furnished under other sections and installed or connected under this section. Verify installation details. Foundations for apparatus and equipment will be furnished by other sections unless otherwise noted or detailed. (5) CONTRACT DRAWINGS. Work under these sections is shown in part diagrammatic, intended to convey the scope of work, indicating the general arrangement of equipment, conduit and outlets. Follow these drawings in laying out the work and verify spaces for the instal lotion of these materials and equipment. Wherever a question exists as to the exact intended location of outlets or equipment, obtain instructions from the Architect before proceeding with the work. (6) EQUIPMENT AND FIXTURES. Equipment and fixtures shal l be connected providing circuit continuity in accordance with applicable codes whether or not each piece of conductor, conduit, or protective device is shown between such items of equipment or fixtures, and the point of circuit origin. (7) NEW EQUIPMENT AND MATERIALS. Unless otherwise specified, equipment and materials of the some type or classification, and used for the some purpose, shall be products of the same manufacturer. Use only new, unweathered, and unused material, except as specifically noted. B. EXECUTION OF THE WORK (1) Instal equipment and materia /s in a neat and workman like manner and align, level and adjust for satisfactory operation. Instal/ equipment so that all parts are easily accessible for inspection, operation, maintenance and repair. (2) Where marring or disfigurement has occurred, replace or refinish the damaged surfaces as directed and to the satisfaction of the Architect. (3) Provide the design, fabrication, and erection of supplementary structural framing required for attachment of hangers or other devices supporting electrical equipment. Provide framing members of standard rolled steel shapes, A -36 steel. Provide members we /ded to structural members equa/ to the specification for the main structural member. Provide "simple beam" type framing with end connections welded or bolted for shear loads. Use cantilevers when detailed or specifically approved by the Architect. The Architect's approval is required for location of supplementary framing. Use on /y certified welders where directed by Architect. Design framing members for their actual loads, with allowable stresses specified by AISC, without excessive deflection and with consideration for rigidity under vibration, in accordance with standard structural practices. Show on shop drawing supp /ementary framing, including design loads, member size and location. When supp /ementary framing is indicated, verify that dimensions are suitable for the equipment furnished. Provide additional strength when equipment furnished is heavier than that specified. (4) OUTLET LOCATION a. POSITION OF OUTLETS. Center all outlets with regard to pane /ing, furring, and trim. Symmetrically arrange outlets in the room. Satisfactorily correct out lets improperly located or installed. Repair or rep /ace damaged finishes. Set outlets plumb and extend to the finished surface of the wall, cei /ing or floor without projecting beyond same. Install symmetrical /y all receptacles, switches, and outlets shown on the wood trim, and where necessary, set the long dimension of the plate horizontal, or ganged in tandem. b. MOUNTING HEIGHTS, to center of box above finished floor, follow unless otherwise shown or indicated. Other mounting heights are indicated on the drawings by detail or by a p /us dimension shown adjacent to the symbol. Flush tumbler switches: 46' inches Convenience receptacles: 18 inches Telecommunications 18 inches devices. Safety switches: Television -radio out lets: Motor controllers with safety switch: Pane /boards: Bracket lights: Exterior WP convenience receptac /es: Fire alarm pull stations: Fire alarm contro/ panel: Fire a /arm remote control station: Fire a /arm notification app t lances: Microphone outlets: Clock hanger outlets: S ?eaker volume control outlets: Signaling bells, chime and similar devices: C. SPECIAL CONSIDERATIONS (1) CUTTING, PATCHING AND PIERCING. Obtain written permission of the Architect before cutting or piercing structural members. Use craftsmen skilled in their respective trades for cutting, fitting, repairing, patching of drywall and finishing of materia /s including carpentry work, metal work or concrete work required for this work. Do not weaken walls, partitions or floors with cutting. Holes required to be cut in f /oors must be drilled without breaking out around the holes. Patching and /or refinishing will be determined by Architect. S /eeves through floors and wal /s to be black iron pipe, or paper, f /ush with walls, ceilings or finished floors, sized to accommodate the raceway. Use core in piercing waterproofing. After the part piercing the waterproofing has been set in place, seal opening and make absolutely watertight. Provide chrome plated spring - clipped escutcheon plates where exposed pipe passes through wal /s, f /oors or ceiling. Cover sleeves and entire opening made for the pipe with escutcheon plates. Provide air and watertight conduit openings through floor s labs, masonry wal Is, and continuous partitions. Tightly calk space between conduit and building materials with asbestos rope and non - flammable sealant. (2) SEAL EQUIPMENT OR COMPONENTS EXPOSED to the weather and make weathertight and insectproof. Protect equipment out lets and conduit openings with temporary plugs or caps at all times that work is not in progress. (3) IDENTIFICATION OF EQUIPMENT. Provide for each piece of equipment including disconnect switches and motor starter, a 3/64" thick, 1" minimum height white plastic "Lamicoid" p /ate identification tag with black letters. Use P/iobond" industrial adhesive by Goodyear, or equal, for mounting nameplates. Clearly identify on the plate the equipment served and spell out the full name of the equipment such as Air Handling Unit AH -1" and "Hot Water Cir. Pump P -1" in lieu of abbreviated plan references such as "AH -1 " or "P-1." (4) ACCESS TO EQUIPMENT. Locate starters, switches, receptac /es and pull boxes to provide for easy access for operation, repair and maintenance, and if concealed, provide access doors. Provide fire rated access doors where required by the fire resistance rating of the wall or ceiling in which the door is installed. (5) PROTECTION OF APPARATUS, MATERIALS AND EQUIPMENT. Take such precautions as necessary to properly protect all apparatus, fixtures, appliances, material, equipment and installations from damage of any kind. The Architect may reject any particular piece or pieces of material, apparatus, or equipment scratched, dented or otherwise damaged. (6) OPERATION AND MAINTENANCE MANUALS. During the time of the contract and before final approval of the e /ectrical installation, submit to the Architect two (2) copies of descriptive literature, maintenance and operation data, wiring diagrams and ports /ist of each item of electrical equipment installed under this contract, as determined by the Architect. Submit all manufacturer's guarantees and warranties. (7) PAINTING PREPARATION. Prepare al l fittings, boxes, supports and pone /boards, exposed to the weather, for painting by removing therefrom all oil, grease and dirt. Employ the necessary precautionary methods to prevent scratching or defacing of all electrical apparatus and devices. (8) RUST PREVENTION. Provide hot dip galvanized components for ferrous materials exposed to the weather. Provide a minimum of one coat of rust inhibiting primer paint for all materials after fabrication, color as selected by the Architect. (9) TESTS. Provide the tests as necessary to establish the adequacy, quality, safety, completed status and suitable operation of each system. Tests w i l l be conducted under the supervision of the Architect. D. FIRE AND SMOKE PARTITION PENETRATIONS The Contractor shall familiarize himself with all fire rated construction and install his work so as to maintain the integrity of the fire code rating. Maintain rating of fire rated and smoke rated construction. Sleeves shall be steel or pre - manufactured s /eeves similar to Pipe Shields, Inc., for bare pipe through fire walls and floors, model WFB, DFB or QDFB. For plastic pipe, use type WEB with one inch thick calcium silicate insulation encased in metal sleeve extension two feet either side of fire rated walls or floor. Seal annular space around piping. For fire and smoke rated floors, walls and partitions, use UL listed material that maintains fire rated wall and floor integrity, similar to RTV foam, Dow Corning "Fire Stop" or Pipe Shields, Inc., model WFB, DFB or QDFB. For non -rated wal /s and partitions, use mineral or glass fiber insulation. E. SUBMITTAL DATA 54 inches to operator 18 inches 54 inches to top or even with safety switch 72 inches to top 84 inches 24 inches above grade 54 inches 72 inches to top 42 inches 80 inches or 6" below ceiling, whichever is lower 18 inches 80 inches 48 inches 80 inches Within thirty (30) days after award of contract furnish the Architect five (5) shop drawing portfolios (bound copies) containing names of manufacturer, cuts of all equipment to be used on this project. In these portfolios use standard manufacturer s specification sheets, identified by number indicated on drawings or schedu /es. F. CODES, PERMITS AND FEES Perform work in accordance with the National Electrical Code and other applicable codes. Comply with applicable building ordinances and codes. Where the contract documents exceed minimum requirements, the contract documents take precedence. Comply with all requirements for permits, licenses, fees and codes. Permits, licenses, fees, inspections and arrangements required for the work under this contract shall be obtained by the Contractor at his expense, unless otherwise specified. Comply with the requirements of the applicable utility companies serving this project. Make all arrangements with the utility companies for proper coordination of the work. G. APPLICABLE DOCUMENTS AND STANDARDS Design, manufacture, testing and method of instal lotion of all apparatus and materials furnished under the requirements of these specifications shall conform to the latest publications or standard rules of the following: Institute of Electrical and Electronic Engineers - IEEE National Electrical Manufacturers' Association - NEMA Underwriters' Laboratories, Inc. - U.L. National Fire Protection Association - NFPA Federal Specifications - FED. SPEC. American Society for Testing and Materials - ASTM American Standards Association - ASA National Electrical Code - NEC National Electrical Safety Code - NESC END OF SECTION 16000 SECTION 16100 BASIC MATERIALS AND METHODS A . RACEWAYS, DEVICES AND WIRING (1) GENERAL. General technical requirements for this section of the work are specified in Section 16000, "General Provisions." The references herein, to applicable documents outlined in Section 16000, form a port of this specification to the extent required by the references thereto. Provide al/ raceway and wiring systems complete with alI devices and plates. (2) MATERIALS a. RACEWAYS. All raceways to be UL approved. 1. RIGID STEEL CONDUIT. Provide zinc- coated rigid steel conduit conforming to Fed. Spec. WW -C -581. Provide conduit fittings conforming to Fed. Spec. W -F -408. 2. ELECTRICAL METALLIC TUBING. Provide steel electrical metal/ is tubing conforming to Fed. Spec. WW -C -563. Provide UL approved raintight fittings for box connectors and conduit couplings. Set screw or indenter type fittings will not be approved. 3. FLEXIBLE METALLIC CONDUIT. Provide flexible conduit, zinc- coated, sing /e strip type, UL approved. Use American Brass "Seoltite" or approved equal, flexible, liquid -tight conduit, in damp or wet locations. 4. SURFACE METAL RACEWAYS. Provide a two-piece s t ee l raceway, complete with fittings, manufactured by the Wiremold Company, or approved equal. Provide raceway size required for the number of conductors, or as specified on the drawings. b. OUTLET BOXES, PULL BOXES AND CONDUIT FITTINGS. Provide outlet boxes, pull boxes, and conduit fittings as described below. Catalog numbers shown are Appleton Electric Company. Steel City, National Electric Products Corporation, and Raco are equally acceptable. 1. OUTLET BOXES' Concealed lighting boxes: Concrete lighting boxes: Exposed / fight ing boxes: Flush switch, receptac /e, telephone and junction boxes: Exposed switch, receptacle, telephone and junction boxes: Switch and telephone boxes concealed in narrow mu/ /ions: 3. CONDUIT FITTINGS EMT coup/ ings: EMT connectors: Insulating bushings (1 1/4" and larger): Flexible conduit straight box connectors: Flexible conduit angle box connectors Seal ing gland assembly: Expansion joints: Expansion k deflection fittings: Cast meta/ conduit fittings: 40 -3/4 OCR Series 4S -3/4 or 40 -3/4 4S -3/4 or 225 where separate extension or plaster ring cannot be used FS Series Be/1 Electric Co. 447, 448 or 449 Where space is limited, No. 405 -3/4 handy boxes may be used for switch, receptacle and telephone out lets with specific approval only. Provide FS Series with the cast cover and neoprene gaskets for weatherproof or exterior boxes. Provide extension and drywall rings as required. Size outlet boxes in accordance with the al towable fit/ permitted by the National Electrical Code. 2. PULL BOXES. Provide code gage galvanized sheet metal sized as per National Electrical Code or as shown on the drawings. Provide removable cover on the largest access side of the box unless otherwise detailed. Where cast boxes are specified, provide conduit entrances with threaded hubs. Provide stainless steel screws in all exterior locations and in wet or damp locations. 95T Series 86T Series BBU Series 728 Series 738 Series O-Z /Gedney Type FSK 0-Z/Gedney Type AX or TX with bonding jumpers and clamps 0 Z /Gedney Type DX Crouse Hinds "Condulets" c. WIRING DEVICES. Provide wiring devices indicated. Catalog numbers shown are Leviton. Equal devices manufactured by Arrow Hart, Pass and Seymour, General Electric, Bryant, and Hubbe// are acceptable. Provide al/ devices of same manufacturer, unless indicated otherwise. Device colors shall be coordinated with the Architect. 1. SWITCHES. Provide flush tumbler switches conforming to Fed. Spec. W- S -896c. Provide 20 amp, 120-277V switch rat ing with UL approval for tungsten lamp loads or inductive loads, without derating. Single pole: Cat. No. 1221 Three -way: Cat. No. 1223 Four-way: Cat . No. 1224 2. O C C U P A N C Y S E N S O R S . A l l occupancy sensors shal / be suitable for the geometrical and environmental characteristics of the associated space, shall be suitable for the minimum floor area to be covered, shall be the proper vo /tage, and shall carry a load rating greater than the load controlled for the appropriate load type. Equal devices manufactured by WattStopper and Sensor Switch are acceptable. Wa / /Switch: ODS* * -ID Series Wal /Mount: OSW Series Ceiling Mount: OSC Series for units requiring power packs, CDC Series for se /f- contained uinits. 3. RECEPTACLES. Provide grounding type receptacles conforming to Fed. Spec. W -C -596, with the ground connection made through an extra pole. Provide receptacles as follows: Simplex: Cat. No. 5361 Duplex: Cat. No. 5362 Isolated ground: Cat. No. 8300 -IG GFCI: Cat. No. 8599 Weatherproof GFCI: Cat . No. 8599 with Cat . No. 5977 -DCL raintight while -in -use cover NEMA 6 -30R- Cat . No. 5372 NEMA 6 -50R: Cat . No. 5374 Hospital grade GFCI: Cat. No. 8898 HG 4. PLATES. Provide plates for all wiring devices. Device plate colors and finishes shall be coordinated with the Architect. Instal blank covers on all boxes without devices or fixtures of same type as installed on devices in that room or area. 5. CONDUCTORS (a) INSULATION. Provide copper conductors with insulation rated for 600V, conforming to Fed. Spec. J C -30. Unless otherwise specified, provide solid Type TW, THWN or THHN for alt conductors No. 10 AWG and smaller. Unless otherwise specified, provide standard Type THW, THWN or TERN for al / conductors No. 8 AWG and larger. Provide Type THHN (90o C. dry locations) for branch circuit conductors in fixtures UL approved for end to end assembly and in recessed or surface mounted fixtures. Conform with the National Electrical Code for fixture wiring and specifically to the temperature of the enclosure and to the wet or dry location. (b) FEEDERS, BRANCH CIRCUITS AND CONTROL CIRCUITS. Provide single conductors throughout. Provide No. 12 AWG minimum branch circuit wire size. Provide No. 14 AWG control circuits, unless otherwise specified or required by branch circuit protect ion. (c) LOW VOLTAGE LIGHTING OR CONTROL WIRING. Provide minimum No. 18 AWG, Type TFF, thermoplastic insulated cable for each conductor. Voltage rating of cable shat/ be suitab /e for either a Class I or Class II, remote control or signal circuit, as determined by the NEC and the actual installation. (3) EXECUTION OF THE WORK a. RACEWAYS. Instal wiring in metal raceways. Install raceways concealed, in general, except in unfinished areas and where indicated on the plans. Provide rigid conduit for raceways embedded in concrete, in outside walls, in earth, below floor slabs -on- grade, exposed to weather, in hazardous areas, in refrigerated area, in the mechanical equipment rooms, for feeders, and for exposed installations where subject to damage. Other raceways may be rigid conduit or electrical meta /tic tubing at the Contractor's option unless otherwise specified. Provide flexible conduit for al/ motors, transformer and equipment connections subject to vibration. 1. CONTINUITY. Provide continuous meta /tic raceways from outlet to outlet, and from out lets to cabinets, junction or pull boxes. Enter and secure conduit to a// boxes, to provide electrical continuity from the point of service to outlets. Provide /ocknuts and bushings on terminals of meta /tic conduits. 2. SIZE. Use raceways no smaller than 3/4 inch, except that 1/2 inch may be used for switch legs consisting of not more than 2 wires. Control circuit wiring specified to be No. 14 wire may utilize 1/2 -inch raceway or larger as required. 3. RACEWAYS IN EARTH. Paint metal tic raceways buried and beneath slab-on-grade, with one heavy continuous coat of asphalt varnish after assembly of conduit and fittings. 4. RACEWAYS EXPOSED. Run exposed raceways in straight lines at right angles or parallel with walls, beams or columns. 5. RACEWAYS IN PLAIN CONCRETE. Do not place raceways in plain concrete, such as cement toppings on structural floors, without special approval. Install, however, in non -reinforced concrete headers provided for their installation. 6. RACEWAYS THROUGH ROOF. Where raceways penetrate the roof seal, provide suitable pitch pockets or lead flashing. Submit shop drawings or method to be used, for approval. 7. RACEWAYS ENTERING THE BUILDING BELOW GRADE. Provide raceways with galvanized cast -iron wall entrance seals, having a watertight sealing gland assembly. 8. RACEWA YS IN FURRED SPACES. Instal/ raceways in accordance with the requirements of the National Electrical Code. Do not anchor or strap conduits to the ceiling furring channels or attach to furred ceiling hanger wires without the Architect's written approval. 9. STRAPS AND HANGERS. Substantially support raceways by straps, suitab /e clamps or hangers, to provide o rigid instal lotion. Perforated strap hangers and twisted wire attachments will not be acceptable. Do not support or fasten raceways to other pipe, or in a manner to prevent the ready removal of other pipe. 10. JOINTS AND CONNECTIONS. Make watertight all coup /ings and threaded connections in threaded conduit. Cut all joints square, ream smooth, and properly thread. Fit al/ box connections with a minimum of two approved lock nuts and one steel, plastic or fiber bushing forming an approved tight bond with box. Provide /ocknuts both inside and outside of the enclosure to which the conduit is attached. Use raintight compression type fittings for electrical metallic tubing systems and use at least one locknut on the inside of each enclosure entry. Provide grounding /ocknuts or bushings where required in Section 16200 B., "Grounding.'' 11. STUB UPS. Extend rigid steel conduit stubs at least one foot above slab or fill, before connection is made to electrical metallic tubing. 12. THREADS. Clean all threads of rigid conduit. Coat al/ male threads of all steel conduit installed underground or in or under concrete slab with red or white lead immediately before being coupled together. 13. RUNNING THREADS. . Use "Erickson" or approved equal coup /ings in lieu of running threads. 14. PROTECTION. Cap raceways stubbed up, including those in cabinets, immediately upon their installation. The use of paper or rag wads wi l / not be permitted. 15. EXPANSION JOINTS. Provide raceways crossing expansion joints with OZ Electrical Manufacturing Company, Inc., Type AX fitting with Type AJ bonding jumper for rigid conduit, and Type TX fitting with Type TJ bonding jumper for electric metallic tubing. Where differentia/ settlement may occur, use Type DX fittings. 16. EXTERIOR CONDUITS. Instal/ raceways containing electric service cables not less than 36 inches below finished grade. 17. GENERAL LOCATION REQUIREMENTS. Use care in locating raceways in close proximity to heating duct, steam and hot water lines. Where such crossings are unavoidable, clear covering of line by at least six (6) inches. All raceway runs shown are diagrammatic. Determine exact locations in the field except where dimensions are specified on the drawings. b. OUTLET BOXES AND PULL BOXES 1. Rigidly mount all boxes and provide with suitable screw fastened covers. Plug open knock -outs or holes in boxes with suitable blanking devices. 2. Install pull boxes in locations that wit/ be accessible after completion of the building. Provide pull boxes or junction boxes to limit conduit runs to 125 feet and to limit angles to the equivalent of 270 degrees. Additional pull boxes may be provided to facilitate wire pulling. c. CONDUCTORS. Provide conductors continuous from outlet to out /et and splice only at outlet or junction boxes. 1. CIRCUITING. Circuit all feeders and branch circuits as shown on the plans. Approval of the Architect is required for deviations from the plans. 2. SPLICES AND TERMINATIONS. Provide electrically and mechanica //y secure splices, taps, lug connections, etc. Utilize so/derless connectors, designed for only one combination of conductors, when making sp /ices or taps in conductors No. 8 AWG or larger. Utilize preinsu/oted connectors equal to 31( Company 'Scotch -/ok," or Ideal Industries Inc. "Wing Nut" for splices and taps in conductor No. 10 AWG and smaller. These connectors must also be provided for factory -made splices in fixtures or equipment. Obtain Architect's approval prior to using any other twist -on connectors. Leave sufficient slack cable at all splices and terminations, boxes, etc., to insure conductors at the bushing are not binding. Pressure indent type connectors must be submitted to the Architect for approval. Provide al/ power and control conductors, that terminate on equipment or terminal strips, with solder less lugs or fork and flanged tongue terminals. Provide tongue terminal equal to T!& "STA-KON". The above type of conductor termination is not required when the equipment is provided with so /der less connectors. Tape joints with vinyl plastic tape as manufactured by Minnesota Mining k Manufacturing Company, or an approved equal. Use sufficient tape to secure insulation strength equal to that of the conductors joined. Keep splices in underground junction boxes, handhol es, and manholes to an absolute minimum. Where splices are necessary, use resin pressure splices and resin splicing kits manufactured by the 3M Company, St. Paul, Minnesota, to totally encapsulate the sp /ice. Wire sizes shown are minimum based on code requirements, voltage drop and /or other considerations. Sizes of wires and cab /es indicated or specified are American Wire Gage (Brown and Sharpe). 3. LUBRICATION. Where lubrication is required for pu l ling cab /es, use a compound specifica /ly prepared for cable pulling. 4. CONDUCTOR IDENTIFICATION (UNDER 600 VOL TS). Identify phase, circuit, and voltage at each panel, pull box, junction box and switch. Provide waterproof non - meta /tic bands or identification tags for each conductor. Color code all conductors with insulation colored as follows: Phase A Phase B Phase C Neutral Equ ipment Ground 120/208V 120/240V 277/480 V Black Black Brown Red Orange Yellow Blue Blue Purple White White Grey Green Green Green Colored nonaging, plastic tape may be used to color feeder conductors. Color code all control wire insulation and tag at each splice and termination. END OF SECTION 16100 SECTION 16200 ELECTRIC SERVICE SYSTEM A. ELECTRICAL SERVICE The electrical service to the building is as indicated on the drawings. Arrange with the servicing utilities and pay all costs and fees for services indicated on the drawings. All work shall be in accordance with serving company's standards and subject to their appro va / . B. GROUNDING (1) GENERAL a. General technical requirements for this section of the work are specified in Section 16000, "General Provisions." b. Ground the electrical systems completely and effectively, as required by the National Electrical Code and as specified hereinafter. c. Provide all ground systems and make connections mechanically secure and electrically continuous. (2) CONDUIT SYSTEMS a. RACEWAYS. Instal/ metallic raceways mechanically and ..y h w. 4p4V). P ECE I'V.' D CITY OF 1 FEB 0 s 2008 Uzi\ FLT° r A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarch itect @dtmarchitect.com E N G I N E E R Rh enginees_ a N i m b i * n CM9111 €1 Las Angeles e sO-5814963 www.whrtackeLcam NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONS1BIUTY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER HALL CRITERIA IN THE BID PROPOSAL. I ORIENTATION 1 Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315.2311300 FAX: 315233.1314 PROJECT sbarro° WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 SHEET T I T L E ELECTRICAL SPECIFICATIONS SHEET E -4 r PROJECT NUMBER 1 3234A REV DATE BY NOTES A 12/21/07 JRR LANDLORD COMMENTS DRAWN BY: TJC CHECKED BY: GRS DATE: 11 -19 -07 v r A. GENERAL SECTION 16000 ELECTRICAL GENERAL PROVISIONS The following supplements all sections of this specification and shall apply to al/ phases of work hereinafter specified, shown on the drawings, or required to provide a complete installation of approved electrical systems. (1) WORK INCLUDED. Furnish all labor, material, services, and skilled supervision necessary for the construction, erection, installation, connections, testing, and adjustment of a// circuits and electrical equipment specified herein, or shown or noted on the drawings, and its delivery to the Owner complete in all respects ready for use. (2) COORDINATION OF WORK. Plan al/ work so that it proceeds with a minimum of interference with other trades. Inform all parties concerned of openings required for equipment or conduit required in the bui /ding construction for electrical work and provide al/ special frames, sleeves and anchor bolts as required. Coordinate the electrical work with the mechanical installation. Work lines and established heights shall be in strict accordance with architectural drawings and specifications insofar as these drawings and specifications extend. Verify al/ dimensions shown and establish all elevations and detailed dimensions not shown. Loy out and coordinate all work well enough in advance to avoid conflicts or interferences with other work in progress so that in case of interference the electrical layout may be altered to suit the conditions, prior to the installation of any work and without additional cost to the Owner. Conflicts arising from lack of coordination shall be this Contractor's responsibility_ (3) COOPERATION WITH OTHER SECTIONS. Perform this work in conformity with the construction called for by other trades and afford other trades reasonable opportunity for the execution of their work. Proper /y connect and coordinate this work with the work of other trades at such time and in such a manner as not to delay or interfere with their work. Examine the drawings and specifications for the general and mechanical work and the work of other simifor trades. Coordinate this work accordingly. Prompt /y report to the Architect any delay or difficulties encountered in the instal lotion of this work which might prevent prompt and proper installation, or make it unsuitable to connect with or receive the work of others. Failure to so report shall constitute an acceptance of the work of other trades as being fit and proper for the execution of this work. (4) MATERIALS AND EQUIPMENT FURNISHED BY OTHERS. Certain materials and equipment will be furnished under other sections and installed or connected under this section. Verify installation details. Foundations for apparatus and equipment will be furnished by other sections unless otherwise noted or detailed. (5) CONTRACT DRAWINGS. Work under these sections is shown in part diagrammatic, intended to convey the scope of work, indicating the general arrangement of equipment, conduit and outlets. Follow these drawings in laying out the work and verify spaces for the instal lotion of these materials and equipment. Wherever a question exists as to the exact intended location of outlets or equipment, obtain instructions from the Architect before proceeding with the work. (6) EQUIPMENT AND FIXTURES. Equipment and fixtures shal l be connected providing circuit continuity in accordance with applicable codes whether or not each piece of conductor, conduit, or protective device is shown between such items of equipment or fixtures, and the point of circuit origin. (7) NEW EQUIPMENT AND MATERIALS. Unless otherwise specified, equipment and materials of the some type or classification, and used for the some purpose, shall be products of the same manufacturer. Use only new, unweathered, and unused material, except as specifically noted. B. EXECUTION OF THE WORK (1) Instal equipment and materia /s in a neat and workman like manner and align, level and adjust for satisfactory operation. Instal/ equipment so that all parts are easily accessible for inspection, operation, maintenance and repair. (2) Where marring or disfigurement has occurred, replace or refinish the damaged surfaces as directed and to the satisfaction of the Architect. (3) Provide the design, fabrication, and erection of supplementary structural framing required for attachment of hangers or other devices supporting electrical equipment. Provide framing members of standard rolled steel shapes, A -36 steel. Provide members we /ded to structural members equa/ to the specification for the main structural member. Provide "simple beam" type framing with end connections welded or bolted for shear loads. Use cantilevers when detailed or specifically approved by the Architect. The Architect's approval is required for location of supplementary framing. Use on /y certified welders where directed by Architect. Design framing members for their actual loads, with allowable stresses specified by AISC, without excessive deflection and with consideration for rigidity under vibration, in accordance with standard structural practices. Show on shop drawing supp /ementary framing, including design loads, member size and location. When supp /ementary framing is indicated, verify that dimensions are suitable for the equipment furnished. Provide additional strength when equipment furnished is heavier than that specified. (4) OUTLET LOCATION a. POSITION OF OUTLETS. Center all outlets with regard to pane /ing, furring, and trim. Symmetrically arrange outlets in the room. Satisfactorily correct out lets improperly located or installed. Repair or rep /ace damaged finishes. Set outlets plumb and extend to the finished surface of the wall, cei /ing or floor without projecting beyond same. Install symmetrical /y all receptacles, switches, and outlets shown on the wood trim, and where necessary, set the long dimension of the plate horizontal, or ganged in tandem. b. MOUNTING HEIGHTS, to center of box above finished floor, follow unless otherwise shown or indicated. Other mounting heights are indicated on the drawings by detail or by a p /us dimension shown adjacent to the symbol. Flush tumbler switches: 46' inches Convenience receptacles: 18 inches Telecommunications 18 inches devices. Safety switches: Television -radio out lets: Motor controllers with safety switch: Pane /boards: Bracket lights: Exterior WP convenience receptac /es: Fire alarm pull stations: Fire alarm contro/ panel: Fire a /arm remote control station: Fire a /arm notification app t lances: Microphone outlets: Clock hanger outlets: S ?eaker volume control outlets: Signaling bells, chime and similar devices: C. SPECIAL CONSIDERATIONS (1) CUTTING, PATCHING AND PIERCING. Obtain written permission of the Architect before cutting or piercing structural members. Use craftsmen skilled in their respective trades for cutting, fitting, repairing, patching of drywall and finishing of materia /s including carpentry work, metal work or concrete work required for this work. Do not weaken walls, partitions or floors with cutting. Holes required to be cut in f /oors must be drilled without breaking out around the holes. Patching and /or refinishing will be determined by Architect. S /eeves through floors and wal /s to be black iron pipe, or paper, f /ush with walls, ceilings or finished floors, sized to accommodate the raceway. Use core in piercing waterproofing. After the part piercing the waterproofing has been set in place, seal opening and make absolutely watertight. Provide chrome plated spring - clipped escutcheon plates where exposed pipe passes through wal /s, f /oors or ceiling. Cover sleeves and entire opening made for the pipe with escutcheon plates. Provide air and watertight conduit openings through floor s labs, masonry wal Is, and continuous partitions. Tightly calk space between conduit and building materials with asbestos rope and non - flammable sealant. (2) SEAL EQUIPMENT OR COMPONENTS EXPOSED to the weather and make weathertight and insectproof. Protect equipment out lets and conduit openings with temporary plugs or caps at all times that work is not in progress. (3) IDENTIFICATION OF EQUIPMENT. Provide for each piece of equipment including disconnect switches and motor starter, a 3/64" thick, 1" minimum height white plastic "Lamicoid" p /ate identification tag with black letters. Use P/iobond" industrial adhesive by Goodyear, or equal, for mounting nameplates. Clearly identify on the plate the equipment served and spell out the full name of the equipment such as Air Handling Unit AH -1" and "Hot Water Cir. Pump P -1" in lieu of abbreviated plan references such as "AH -1 " or "P-1." (4) ACCESS TO EQUIPMENT. Locate starters, switches, receptac /es and pull boxes to provide for easy access for operation, repair and maintenance, and if concealed, provide access doors. Provide fire rated access doors where required by the fire resistance rating of the wall or ceiling in which the door is installed. (5) PROTECTION OF APPARATUS, MATERIALS AND EQUIPMENT. Take such precautions as necessary to properly protect all apparatus, fixtures, appliances, material, equipment and installations from damage of any kind. The Architect may reject any particular piece or pieces of material, apparatus, or equipment scratched, dented or otherwise damaged. (6) OPERATION AND MAINTENANCE MANUALS. During the time of the contract and before final approval of the e /ectrical installation, submit to the Architect two (2) copies of descriptive literature, maintenance and operation data, wiring diagrams and ports /ist of each item of electrical equipment installed under this contract, as determined by the Architect. Submit all manufacturer's guarantees and warranties. (7) PAINTING PREPARATION. Prepare al l fittings, boxes, supports and pone /boards, exposed to the weather, for painting by removing therefrom all oil, grease and dirt. Employ the necessary precautionary methods to prevent scratching or defacing of all electrical apparatus and devices. (8) RUST PREVENTION. Provide hot dip galvanized components for ferrous materials exposed to the weather. Provide a minimum of one coat of rust inhibiting primer paint for all materials after fabrication, color as selected by the Architect. (9) TESTS. Provide the tests as necessary to establish the adequacy, quality, safety, completed status and suitable operation of each system. Tests w i l l be conducted under the supervision of the Architect. D. FIRE AND SMOKE PARTITION PENETRATIONS The Contractor shall familiarize himself with all fire rated construction and install his work so as to maintain the integrity of the fire code rating. Maintain rating of fire rated and smoke rated construction. Sleeves shall be steel or pre - manufactured s /eeves similar to Pipe Shields, Inc., for bare pipe through fire walls and floors, model WFB, DFB or QDFB. For plastic pipe, use type WEB with one inch thick calcium silicate insulation encased in metal sleeve extension two feet either side of fire rated walls or floor. Seal annular space around piping. For fire and smoke rated floors, walls and partitions, use UL listed material that maintains fire rated wall and floor integrity, similar to RTV foam, Dow Corning "Fire Stop" or Pipe Shields, Inc., model WFB, DFB or QDFB. For non -rated wal /s and partitions, use mineral or glass fiber insulation. E. SUBMITTAL DATA 54 inches to operator 18 inches 54 inches to top or even with safety switch 72 inches to top 84 inches 24 inches above grade 54 inches 72 inches to top 42 inches 80 inches or 6" below ceiling, whichever is lower 18 inches 80 inches 48 inches 80 inches Within thirty (30) days after award of contract furnish the Architect five (5) shop drawing portfolios (bound copies) containing names of manufacturer, cuts of all equipment to be used on this project. In these portfolios use standard manufacturer s specification sheets, identified by number indicated on drawings or schedu /es. F. CODES, PERMITS AND FEES Perform work in accordance with the National Electrical Code and other applicable codes. Comply with applicable building ordinances and codes. Where the contract documents exceed minimum requirements, the contract documents take precedence. Comply with all requirements for permits, licenses, fees and codes. Permits, licenses, fees, inspections and arrangements required for the work under this contract shall be obtained by the Contractor at his expense, unless otherwise specified. Comply with the requirements of the applicable utility companies serving this project. Make all arrangements with the utility companies for proper coordination of the work. G. APPLICABLE DOCUMENTS AND STANDARDS Design, manufacture, testing and method of instal lotion of all apparatus and materials furnished under the requirements of these specifications shall conform to the latest publications or standard rules of the following: Institute of Electrical and Electronic Engineers - IEEE National Electrical Manufacturers' Association - NEMA Underwriters' Laboratories, Inc. - U.L. National Fire Protection Association - NFPA Federal Specifications - FED. SPEC. American Society for Testing and Materials - ASTM American Standards Association - ASA National Electrical Code - NEC National Electrical Safety Code - NESC END OF SECTION 16000 SECTION 16100 BASIC MATERIALS AND METHODS A . RACEWAYS, DEVICES AND WIRING (1) GENERAL. General technical requirements for this section of the work are specified in Section 16000, "General Provisions." The references herein, to applicable documents outlined in Section 16000, form a port of this specification to the extent required by the references thereto. Provide al/ raceway and wiring systems complete with alI devices and plates. (2) MATERIALS a. RACEWAYS. All raceways to be UL approved. 1. RIGID STEEL CONDUIT. Provide zinc- coated rigid steel conduit conforming to Fed. Spec. WW -C -581. Provide conduit fittings conforming to Fed. Spec. W -F -408. 2. ELECTRICAL METALLIC TUBING. Provide steel electrical metal/ is tubing conforming to Fed. Spec. WW -C -563. Provide UL approved raintight fittings for box connectors and conduit couplings. Set screw or indenter type fittings will not be approved. 3. FLEXIBLE METALLIC CONDUIT. Provide flexible conduit, zinc- coated, sing /e strip type, UL approved. Use American Brass "Seoltite" or approved equal, flexible, liquid -tight conduit, in damp or wet locations. 4. SURFACE METAL RACEWAYS. Provide a two-piece s t ee l raceway, complete with fittings, manufactured by the Wiremold Company, or approved equal. Provide raceway size required for the number of conductors, or as specified on the drawings. b. OUTLET BOXES, PULL BOXES AND CONDUIT FITTINGS. Provide outlet boxes, pull boxes, and conduit fittings as described below. Catalog numbers shown are Appleton Electric Company. Steel City, National Electric Products Corporation, and Raco are equally acceptable. 1. OUTLET BOXES' Concealed lighting boxes: Concrete lighting boxes: Exposed / fight ing boxes: Flush switch, receptac /e, telephone and junction boxes: Exposed switch, receptacle, telephone and junction boxes: Switch and telephone boxes concealed in narrow mu/ /ions: 3. CONDUIT FITTINGS EMT coup/ ings: EMT connectors: Insulating bushings (1 1/4" and larger): Flexible conduit straight box connectors: Flexible conduit angle box connectors Seal ing gland assembly: Expansion joints: Expansion k deflection fittings: Cast meta/ conduit fittings: 40 -3/4 OCR Series 4S -3/4 or 40 -3/4 4S -3/4 or 225 where separate extension or plaster ring cannot be used FS Series Be/1 Electric Co. 447, 448 or 449 Where space is limited, No. 405 -3/4 handy boxes may be used for switch, receptacle and telephone out lets with specific approval only. Provide FS Series with the cast cover and neoprene gaskets for weatherproof or exterior boxes. Provide extension and drywall rings as required. Size outlet boxes in accordance with the al towable fit/ permitted by the National Electrical Code. 2. PULL BOXES. Provide code gage galvanized sheet metal sized as per National Electrical Code or as shown on the drawings. Provide removable cover on the largest access side of the box unless otherwise detailed. Where cast boxes are specified, provide conduit entrances with threaded hubs. Provide stainless steel screws in all exterior locations and in wet or damp locations. 95T Series 86T Series BBU Series 728 Series 738 Series O-Z /Gedney Type FSK 0-Z/Gedney Type AX or TX with bonding jumpers and clamps 0 Z /Gedney Type DX Crouse Hinds "Condulets" c. WIRING DEVICES. Provide wiring devices indicated. Catalog numbers shown are Leviton. Equal devices manufactured by Arrow Hart, Pass and Seymour, General Electric, Bryant, and Hubbe// are acceptable. Provide al/ devices of same manufacturer, unless indicated otherwise. Device colors shall be coordinated with the Architect. 1. SWITCHES. Provide flush tumbler switches conforming to Fed. Spec. W- S -896c. Provide 20 amp, 120-277V switch rat ing with UL approval for tungsten lamp loads or inductive loads, without derating. Single pole: Cat. No. 1221 Three -way: Cat. No. 1223 Four-way: Cat . No. 1224 2. O C C U P A N C Y S E N S O R S . A l l occupancy sensors shal / be suitable for the geometrical and environmental characteristics of the associated space, shall be suitable for the minimum floor area to be covered, shall be the proper vo /tage, and shall carry a load rating greater than the load controlled for the appropriate load type. Equal devices manufactured by WattStopper and Sensor Switch are acceptable. Wa / /Switch: ODS* * -ID Series Wal /Mount: OSW Series Ceiling Mount: OSC Series for units requiring power packs, CDC Series for se /f- contained uinits. 3. RECEPTACLES. Provide grounding type receptacles conforming to Fed. Spec. W -C -596, with the ground connection made through an extra pole. Provide receptacles as follows: Simplex: Cat. No. 5361 Duplex: Cat. No. 5362 Isolated ground: Cat. No. 8300 -IG GFCI: Cat. No. 8599 Weatherproof GFCI: Cat . No. 8599 with Cat . No. 5977 -DCL raintight while -in -use cover NEMA 6 -30R- Cat . No. 5372 NEMA 6 -50R: Cat . No. 5374 Hospital grade GFCI: Cat. No. 8898 HG 4. PLATES. Provide plates for all wiring devices. Device plate colors and finishes shall be coordinated with the Architect. Instal blank covers on all boxes without devices or fixtures of same type as installed on devices in that room or area. 5. CONDUCTORS (a) INSULATION. Provide copper conductors with insulation rated for 600V, conforming to Fed. Spec. J C -30. Unless otherwise specified, provide solid Type TW, THWN or THHN for alt conductors No. 10 AWG and smaller. Unless otherwise specified, provide standard Type THW, THWN or TERN for al / conductors No. 8 AWG and larger. Provide Type THHN (90o C. dry locations) for branch circuit conductors in fixtures UL approved for end to end assembly and in recessed or surface mounted fixtures. Conform with the National Electrical Code for fixture wiring and specifically to the temperature of the enclosure and to the wet or dry location. (b) FEEDERS, BRANCH CIRCUITS AND CONTROL CIRCUITS. Provide single conductors throughout. Provide No. 12 AWG minimum branch circuit wire size. Provide No. 14 AWG control circuits, unless otherwise specified or required by branch circuit protect ion. (c) LOW VOLTAGE LIGHTING OR CONTROL WIRING. Provide minimum No. 18 AWG, Type TFF, thermoplastic insulated cable for each conductor. Voltage rating of cable shat/ be suitab /e for either a Class I or Class II, remote control or signal circuit, as determined by the NEC and the actual installation. (3) EXECUTION OF THE WORK a. RACEWAYS. Instal wiring in metal raceways. Install raceways concealed, in general, except in unfinished areas and where indicated on the plans. Provide rigid conduit for raceways embedded in concrete, in outside walls, in earth, below floor slabs -on- grade, exposed to weather, in hazardous areas, in refrigerated area, in the mechanical equipment rooms, for feeders, and for exposed installations where subject to damage. Other raceways may be rigid conduit or electrical meta /tic tubing at the Contractor's option unless otherwise specified. Provide flexible conduit for al/ motors, transformer and equipment connections subject to vibration. 1. CONTINUITY. Provide continuous meta /tic raceways from outlet to outlet, and from out lets to cabinets, junction or pull boxes. Enter and secure conduit to a// boxes, to provide electrical continuity from the point of service to outlets. Provide /ocknuts and bushings on terminals of meta /tic conduits. 2. SIZE. Use raceways no smaller than 3/4 inch, except that 1/2 inch may be used for switch legs consisting of not more than 2 wires. Control circuit wiring specified to be No. 14 wire may utilize 1/2 -inch raceway or larger as required. 3. RACEWAYS IN EARTH. Paint metal tic raceways buried and beneath slab-on-grade, with one heavy continuous coat of asphalt varnish after assembly of conduit and fittings. 4. RACEWAYS EXPOSED. Run exposed raceways in straight lines at right angles or parallel with walls, beams or columns. 5. RACEWAYS IN PLAIN CONCRETE. Do not place raceways in plain concrete, such as cement toppings on structural floors, without special approval. Install, however, in non -reinforced concrete headers provided for their installation. 6. RACEWAYS THROUGH ROOF. Where raceways penetrate the roof seal, provide suitable pitch pockets or lead flashing. Submit shop drawings or method to be used, for approval. 7. RACEWAYS ENTERING THE BUILDING BELOW GRADE. Provide raceways with galvanized cast -iron wall entrance seals, having a watertight sealing gland assembly. 8. RACEWA YS IN FURRED SPACES. Instal/ raceways in accordance with the requirements of the National Electrical Code. Do not anchor or strap conduits to the ceiling furring channels or attach to furred ceiling hanger wires without the Architect's written approval. 9. STRAPS AND HANGERS. Substantially support raceways by straps, suitab /e clamps or hangers, to provide o rigid instal lotion. Perforated strap hangers and twisted wire attachments will not be acceptable. Do not support or fasten raceways to other pipe, or in a manner to prevent the ready removal of other pipe. 10. JOINTS AND CONNECTIONS. Make watertight all coup /ings and threaded connections in threaded conduit. Cut all joints square, ream smooth, and properly thread. Fit al/ box connections with a minimum of two approved lock nuts and one steel, plastic or fiber bushing forming an approved tight bond with box. Provide /ocknuts both inside and outside of the enclosure to which the conduit is attached. Use raintight compression type fittings for electrical metallic tubing systems and use at least one locknut on the inside of each enclosure entry. Provide grounding /ocknuts or bushings where required in Section 16200 B., "Grounding.'' 11. STUB UPS. Extend rigid steel conduit stubs at least one foot above slab or fill, before connection is made to electrical metallic tubing. 12. THREADS. Clean all threads of rigid conduit. Coat al/ male threads of all steel conduit installed underground or in or under concrete slab with red or white lead immediately before being coupled together. 13. RUNNING THREADS. . Use "Erickson" or approved equal coup /ings in lieu of running threads. 14. PROTECTION. Cap raceways stubbed up, including those in cabinets, immediately upon their installation. The use of paper or rag wads wi l / not be permitted. 15. EXPANSION JOINTS. Provide raceways crossing expansion joints with OZ Electrical Manufacturing Company, Inc., Type AX fitting with Type AJ bonding jumper for rigid conduit, and Type TX fitting with Type TJ bonding jumper for electric metallic tubing. Where differentia/ settlement may occur, use Type DX fittings. 16. EXTERIOR CONDUITS. Instal/ raceways containing electric service cables not less than 36 inches below finished grade. 17. GENERAL LOCATION REQUIREMENTS. Use care in locating raceways in close proximity to heating duct, steam and hot water lines. Where such crossings are unavoidable, clear covering of line by at least six (6) inches. All raceway runs shown are diagrammatic. Determine exact locations in the field except where dimensions are specified on the drawings. b. OUTLET BOXES AND PULL BOXES 1. Rigidly mount all boxes and provide with suitable screw fastened covers. Plug open knock -outs or holes in boxes with suitable blanking devices. 2. Install pull boxes in locations that wit/ be accessible after completion of the building. Provide pull boxes or junction boxes to limit conduit runs to 125 feet and to limit angles to the equivalent of 270 degrees. Additional pull boxes may be provided to facilitate wire pulling. c. CONDUCTORS. Provide conductors continuous from outlet to out /et and splice only at outlet or junction boxes. 1. CIRCUITING. Circuit all feeders and branch circuits as shown on the plans. Approval of the Architect is required for deviations from the plans. 2. SPLICES AND TERMINATIONS. Provide electrically and mechanica //y secure splices, taps, lug connections, etc. Utilize so/derless connectors, designed for only one combination of conductors, when making sp /ices or taps in conductors No. 8 AWG or larger. Utilize preinsu/oted connectors equal to 31( Company 'Scotch -/ok," or Ideal Industries Inc. "Wing Nut" for splices and taps in conductor No. 10 AWG and smaller. These connectors must also be provided for factory -made splices in fixtures or equipment. Obtain Architect's approval prior to using any other twist -on connectors. Leave sufficient slack cable at all splices and terminations, boxes, etc., to insure conductors at the bushing are not binding. Pressure indent type connectors must be submitted to the Architect for approval. Provide al/ power and control conductors, that terminate on equipment or terminal strips, with solder less lugs or fork and flanged tongue terminals. Provide tongue terminal equal to T!& "STA-KON". The above type of conductor termination is not required when the equipment is provided with so /der less connectors. Tape joints with vinyl plastic tape as manufactured by Minnesota Mining k Manufacturing Company, or an approved equal. Use sufficient tape to secure insulation strength equal to that of the conductors joined. Keep splices in underground junction boxes, handhol es, and manholes to an absolute minimum. Where splices are necessary, use resin pressure splices and resin splicing kits manufactured by the 3M Company, St. Paul, Minnesota, to totally encapsulate the sp /ice. Wire sizes shown are minimum based on code requirements, voltage drop and /or other considerations. Sizes of wires and cab /es indicated or specified are American Wire Gage (Brown and Sharpe). 3. LUBRICATION. Where lubrication is required for pu l ling cab /es, use a compound specifica /ly prepared for cable pulling. 4. CONDUCTOR IDENTIFICATION (UNDER 600 VOL TS). Identify phase, circuit, and voltage at each panel, pull box, junction box and switch. Provide waterproof non - meta /tic bands or identification tags for each conductor. Color code all conductors with insulation colored as follows: Phase A Phase B Phase C Neutral Equ ipment Ground 120/208V 120/240V 277/480 V Black Black Brown Red Orange Yellow Blue Blue Purple White White Grey Green Green Green Colored nonaging, plastic tape may be used to color feeder conductors. Color code all control wire insulation and tag at each splice and termination. END OF SECTION 16100 SECTION 16200 ELECTRIC SERVICE SYSTEM A. ELECTRICAL SERVICE The electrical service to the building is as indicated on the drawings. Arrange with the servicing utilities and pay all costs and fees for services indicated on the drawings. All work shall be in accordance with serving company's standards and subject to their appro va / . B. GROUNDING (1) GENERAL a. General technical requirements for this section of the work are specified in Section 16000, "General Provisions." b. Ground the electrical systems completely and effectively, as required by the National Electrical Code and as specified hereinafter. c. Provide all ground systems and make connections mechanically secure and electrically continuous. (2) CONDUIT SYSTEMS a. RACEWAYS. Instal/ metallic raceways mechanically and ..y h w. 4p4V). P ECE I'V.' D CITY OF 1 FEB 0 s 2008 Uzi\ FLT° r A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarch itect @dtmarchitect.com E N G I N E E R Rh enginees_ a N i m b i * n CM9111 €1 Las Angeles e sO-5814963 www.whrtackeLcam NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONS1BIUTY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER HALL CRITERIA IN THE BID PROPOSAL. I ORIENTATION 1 Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315.2311300 FAX: 315233.1314 PROJECT sbarro° WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 SHEET T I T L E ELECTRICAL SPECIFICATIONS SHEET E -4 . N r PROJECT NUMBER I 3234A REV DATE BY NOTES Q 12/21/07 ^ JRR LANDLORD COMMENTS DRAWN BY: TJC CHECKED BY: GRS DATE: 11 -1907 , r electrically secure at all joints and at all boxes, cabinets, fittings and equipment. Bond al/ metallic raceways together, with a ground conductor, and connect to a direct ground at the point of electrical service entrance. b. EQUIPMENT GROUND CONDUCTORS. Provide separate green equipment ground conductor for all electrical raceways, to effectively ground al/ pane /s, controls, motors, disconnect switches, exterior lighting standards, and non - current carrying metallic enclosures. Use bonding jumpers, grounding bushings, lugs, busses, etc., for this purpose. Connect the equipment ground to the building system ground. Use the same size equipment ground conductors as phase conductors, up through No. 8 AWG. See drawings for conductor size with phase conductors No. 6 and larger. (3) RECEPTACLES. Permanently connect the ground terminal on each receptacle to the green ground conductor. (4) DUCTWORK. Provide a flexible ground strap, No. 6 AWG equivalent, at each flexible duct connection at each air handler, exhaust fan, and supply fan, and instal/ to preclude vibration. (5) MOTORS. Connect the ground conductor to the conduit with an approved grounding bushing, and to the metal frame with a bolted solder lug. Bolts, screws and washers shall be bronze or cadmium plated steel. C. SERVICE ENTRANCE GROUND (1) Inc /ude in the direct ground at the service entrance equipment, ground bushing or wedges at the equipment, ground conductor in rigid conduit, and connection to the domestic cold water pipe with an approved clamp and connector for water pipe, conductor, and conduit. Bond the conductor and conduit together at each end of the conduit. (2) Clean the contact surfaces of all ground connections. (3) Unless otherwise specified, instal/ ground cables in exposed conduit, and make connections readily accessible for inspection. (4) Provide o copper wire shunt of the same size as the grounding conductor around the water meter and clamp to water pipe with bronze fittings. D. TESTS Provide the tests as outlined hereinafter and other tests necessary to establish the adequacy, quality, safety, completed status and suitable operation of each system. Tests will be conducted under the supervision of the Architect. (7) GROUND ROD TEST. Immediately after installation, test driven grounds and counterposes with a Ground Resistance Direct - Reading Single -Test Megger, utilizing the AC Fa / / -of Potential Method and two reference electrodes. Orient the ground to be tested and the two reference electrodes in o straight line spaced 50 feet apart. Drive the reference electrodes five (5) feet deep. Disconnect the ground rod to be tested from other ground systems at the time of testing. The ground resistance for the electrical service must be 15 ohms or less. Submit the results to the Architect in writing, immediately after testing. (2) FINAL TESTS a. Start final tests after the work described in these specifications has been completely installed in accordance with the true spirit and intent of these specifications and after complete preliminary tests have been made which indicate adequacy, quality, completion and satisfactory operation. These final tests are comprised of the fo /lowing: 7. Completion of the form 'Electrical Test Report, " in sufficient quantity to provide the indicated information for each ponelboard and switchboard in the project. 2. Completion of the form "Motor Test Report, " in sufficient quantity to provide the indicated information for each motor 1/2 hp and larger. b. The Contractor shall submit the above, completed "Reports" to the Architect, in duplicate, noting a/l deviations from requirements listed below. 1. P /us or minus .5 percent nominal system voltage and no- load voltage, or a plus or minus 5 percent between no load and full load voltage. 2. Plus or minus 5 percent variation between rated and actual motor current. 3. Plus or minus 70 percent variation between average phase current and measured individual phase currents. The Contractor shall balance phase currents of all distribution equipment, within the tolerances mentioned above. 4. Insulation resistance between conductors and ground less than 7,000,000 ohms, unless permitted by Article 110-20 of NEC. (3) FINAL CORRECTIONS. Correct promptly any failure or defects revealed by these tests as determined by the Architect. Reconduct tests on these corrected items as directed by the Architect. END OF SECTION 16200 SECTION 16300 ELECTRICAL DISTRIBUTION SYSTEM A. PANELBOARDS, CABINETS AND SAFETY SWITCHES (1) GENERAL. General technical requirements for this section of the work are specified in Section 16000, "General Provisions." The references herein, to Applicable Documents outlined in Section 16000, form a part of this specification to the extent required by the references thereto. a. Provide all panel boards and cabinets including breakers, bus bars, hinged door, lock trim, and all appurtenances for a complete and satisfactory installation. b. Provide a// fused switches and non-fused safety switches for circuit protection and disconnect proposes. c. Square 'D' equipment is mentioned herein to establish quality and general requirements. Comparable equipment manufactured by GE Industrial Systems, Siemens, or Eaton /Cutler- Hammer may be submitted for approval during shop drawing period. (2) MATERIALS a. PANELBOARDS. Provide dead front safety type, UL approved, panelboards conforming with Fed Spec. !V-P-715. The bus size, the number of branch circuits, their amp rating and number of po /es for each pane /board are noted on the drawings. Provide solder less lugs, or connectors, in the correct number and sizes for conductors, on mains, on the load side of each branch circuit, and on ground and neutral bars. Provide 98 percent 1. GENERAL COMPONENTS conductivity copper buses. Provide an insulated neutral bus and a bonded equipment ground bus, mounted at the opposite end of the structure from the mains, and having numbered screw or lug terminals for connection of neutral wires. Provide distributed phase panelboards, with protective devices indicated on the drawings. (a) CIRCUIT BREAKERS. Provide for ponelboard use, molded plastic case, air circuit breakers conforming to Fed. Spec. W C -375. Provide breakers with thermal magnetic trip units, and a common trip bar for two- or three pole breakers, connected internally to each pole so that the tripping of one pole will automatically trip all poles of each breaker. Provide breakers of the trip -free and trip-indicating bolt -on type, with quick make, quick break contacts. Provide single two- or three - pole breaker interchangeability. (b) FUSIBLE SWITCHES. Provide, for pane /boards, two - or three pole, hinged cover, bolt -on type switches, with external operating hand /es. Provide switch rating suitable for fuse shown on the drawings. Use quick -make, quick break, UL approved and I fisted. (c) SPECIAL FEATURES. Provide split -bus, sub -feed lugs, sub -feed protective device and contactors, if any, as indicated on the drawings or specified in this or other sections of these specifications. (d) TANDEM OR HALF -SIZED CIRCUIT BREAKERS. Do not use this type of equipment. 2. L IGHTING AND APPLIANCE PANELBOARDS (240V CLASS) . Provide Square 'D" Company Type NQDD with copper bussing and Type 008 branch breakers. Rate breakers for a minimum of 10,000 amps, symmetrical interrupting capacity. Provide minimum box dimensions of 20 inches wide by 5 -3/4 inches deep. Provide minimum 5 -inch top and bottom gutter, not including ground bus space, and 6 -inch minimum side gutters. 3. L IGHTING AND APPLIANCE PANELBOARDS (480V CLASS) . Provide Square "D" Company Type NF with copper bussing and Type EHB breakers. Rate breakers for a minimum of 14,000 amps, symmetrical interrupting capacity. Provide minimum box dimensions of 20 inches wide by 5 -3/4 inches deep. Provide minimum 5 -inch top and bottom gutter, not including ground bus space, and 6 -inch minimum side gutters. b. CABINETS. Provide zinc - coated sheet steel cabinets conforming to the requirements of Underwriters' Laboratories, Inc., bearing their inspection label. Provide a suitable primer coat and finish coat of the manufacturer's standard color on trim and doors. Except where specified otherwise, provide NEW Type I enclosures. 1. PANELBOARD CABINETS. Provide trims with adjustab /e trim clamps. Fit trims with hinged doors having combination, lock and latch. Provide hardware on flush doors and trims, with all beads or similar projections on the inside. When installed, the trim and door must present a smooth, flush appearance. Provide disc tumbler locks, all keyed alike. Mount a directory holder with clear plastic cover and metal frame on the inside of each door. Mount a typewritten directory, properly identifying each circuit, under the clear plastic cover. 2. AUXILIARY SYSTEM CABINETS. Provide cabinets with interior dimensions not less than those indicated on the drawings. Each trim shall be fitted with hinged door and flush catch. Provide flush hardware on all flush doors and trims with all beads or similar projections, on the inside. When installed, the trim and door must present a smooth, flush appearance. S /ze doors to provide maximum size openings to the box interiors. Provide boxes with a 3/4 -inch weatherproof grade plywood backboard having a two -coat insulating varnish finish, for telephone termination and where shown. Coordinate size with Telephone Company. c. SAFETY SWITCHES. Provide NEMA Type HD safet,y switches with quick-make, quick-break mechanism. "Bonder i ze ' or approved equal, prime and finish all enclosures to resist rusting and corrosion and to present a pleasing appearance. Interlock cover with mechanism to prevent opening unless switch is in the "off" position. NEMA 1 enc /osure is standard except as noted or required. Provide NEMA 3R enclosures for switches exposed to the weather except where noted otherwise. (3) EXECUTION OF THE WORK a. SUPPORT. Properly align panelboards and safety switches and adequate /y support independent of the connecting raceways. Provide all steel shapes and appurtenances necessary for the support of the equipment. b. PROTECTION. Where panelboards are installed during construction, place temporary covers over the openings at all times, except when work is being performed therein. c. INSULATION. Where pane /board cabinets or auxi l iory cabinets are flush mounted in an outside wall, insulate the back and sides of cabinet with 1/2 -inch rigid fiberglass insulation. Provide flush mounted panels with three (3) 1 -inch conduits stubbed above the finished cei /ing and below the floor slab as directed by the Architect. B. FUSES (1) GENERAL. Provide fuses at all locations shown on the drawings or required for supplemental protection. (2) MAIN AND FEEDER PROTECTION. Where amp rat ing of protective device is 600 amps or less, provide Sussman /ow peak current limiting fuses, Class RK1 on panels; RK5 (with dual element Fusetron up to 100 A; above 100,4 dual element low peak), having an interrupting rating of 200,000 amps RMS, unless noted otherwise. Where amp rating of protective device is greater than 601 amps, provide Sussman "L imi trop " fuses, Class "L ", having an interrupting rate of 200,000 amps RMS unless noted otherwise. Provide similar type, Hi -Cap" fuses where shown. (3) MOTOR PROTECTION. For motor protection, provide fuses in switches as sized on the drawings. Where amp rating of protective device is 600 amps or less, provide Bussmon low peak current limiting fuses having an interrupting rating cf 200,000 amps RMS. (4) SPARE FUSES. Deliver to the Owner at the time of final inspection, one spare set of 3 fuses for each type, size and voltage instal /ed. (5) =LABEL. Provide instruction label for al/ fuses installed, indicating fuse type, size and description. (6) FUSE MANUFACTURERS. Fuse manufacturers other than Bussmon must be submitted to the Architect for approval. END OF SECTION 16300 A. LIGHTING FIXTURES (7) GENERAL SECTION 16400 LIGHTING FIXTURES a. General technical requirements for this section of the work are specified in Section 16000, "General Provisions. The references herein, to applicable documents outlined in Section 16000, "General Provisions," from a part of this specification to the extent required by the references thereto. b. The fixture catalog numbers listed on the drawing indicate manufacturer, fixture design, appearance, etc., desired. These fixtures shall be modified, if necessary, to comply with the subsequent specification. c. Provide, complete in all respects, all / ighting fixtures shown on the drawings. Where 8 -foot fixtures are shown on the drawings and a 4 -foot fixture scheduled, furnish tandem 4 -foot fixtures or two 4 -foot individual units. Lighting fixtures specified will be the basis for comparison in the consideration of fixtures of other manufacturers. The sole and final judgment of substitutions lies with the Architect. d. Al/ /ighting fixtures must bear the Underwriters' Laboratories label. e. Al/ fixture component parts shall be manufactured and /or assembled at the manufacturing p /ant for shipment in one or more packages. The shipment from the fixture manufacturer shall include integrally mounted and /or remote mounted ballasts where ballasts are required for the proper operation of the fixture l amps. f. If fixtures specified herein are discontinued after the contract for the work is executed, provide suitable substitute fixtures, without additional cost, as directed by the Architect. g. Accept al/ responsibility for coordination of substituted fixtures with the balance of the bui /ding construct ion. (2) MATERIALS a. FLUORESCENT FIXTURES 7. FIXTURE CONSTRUCTION. The fixtures shall be constructed of steel, rust protected with a five stage metal prefinishing process, and finished with baked white enamel of the acrylic base or alkyd base type. The entire fixture shall be finished in this manner except where non - ferrous reflecting surfaces or louvers are specified. Reflector glass shall be 30 percent minimum measured in accordance with ASTM Method D- 523 -53T (60 degrees). On all surfaces provide a reflectance of 85 percent minimum measured with an integrating sphere -type ref /ectometer. The fixtures shall be designed for maximum heat dissipation so that under operating conditions of a 90 degrees F. ambient room temperature, the ballast case temperature shall not exceed 90 degrees C. 2. BALLAST DESIGN. Ballasts shall be Motorola Electronic ba /lasts, or approved equal. Ballasts shall be rapid start and operate at o frequency of 25 KHz, or higher. Ballasts shall have a minimum power factor of .9.9 and shall not exceed 10.' THD. Ballasts shat / bear the UL label, C /ass P. 3. BALLAST MOUNTING. Ballasts sha l l be securely mounted within fixtures to eliminate vibration noise and to provide adequate heat transfer. 4. BALLAST SOUND RATING (a) BALLASTS OPERATING 430 MILLIAMP LAMPS shat l have a sound rating of "A". 5. PLASTICS. Where the fixtures specified require the use of plastic lenses, materials of the highest quality conforming to the following requirements: (a) ACRYLIC (1) Use 100 percent virgin acrylic thermoplastic. (2) All raw material used must be of a quality to exceed IES SPI --NEMA specifications by at /east 100 percent. This will permit a maximum of 3 units of yellowing factor with 2000 hours of exposure in a fade -o meter. The fixture manufacturer shall furnish a guarantee that 3 units of yellowing will not be exceeded after 15 years of fixture use, on a 10 hour day - 7 -day week basis. b. INCANDESCENT FIXTURES shat1 be designed for a maximum temperature of 90 degrees C. at the point of contact with the ceiling. c. HIGH INTENSITY DISCHARGE FIXTURES (1) Provide High Intensity Discharge Fixture specified, complete with ballast. (2) BALLASTS. Provide single /amp, high power factor, constant wattage autotransformer type ballasts unless otherwise specified. Ballasts shall be suitab /e for -20 degree F. for exterior application and 150 degree F. for interior application and explosion proof where shown. d. LAMPS (1) FLUORESCENT. Provide energy saving T -8 "Octron" lamps as manufactured by Sylvania and as scheduled on the drawings. Thirty -two -watt rapid start 41K white lamps shall have an initial rating of 2900 lumens. (2) INCANDESCENT. Provide 120 volt lamps, unless noted otherwise, conforming to Federal Specification WL -101. Provide frosted or clear bu /b, shape (A -19, A-23, etc.) as recommended by the manufacturer. (3) HIGH INTENSITY DISCHARGE LAMPS. Provide deluxe white /amps, as specified on the drawing, and as recommended by the fixture manufacturer. e. SPECIAL ACCESSORIES. Provide all accessories including drywall frames, stems, canopies, cords, toggle bolts, etc., necessary to mount the fixture in a proper and approved method. B. EXECUTION OF WORK (7) SURFACE MOUNTED FLUORESCENT FIXTURES. Where f ixtures are indicated for installation on /ow density ceiling material, mount 0/7 1 -1/2 -inch ceiling spacers, unless UL approved for mounting directly to ceiling material. (2) STANDARD DRYWALL FRAMES. Provide aluminum drywall frames for all recessed /ighting fixtures installed in inaccessible ceilings unless otherwise approved by the Architect. Provide drywall frame designed and fabricated of such material to preclude the possibility of rust staining drywall. (3) PROPERLY SUPPORT AND ALIGN FIXTURES and provide al / necessary steel shapes for support of the fixtures. Coordinate complete fixture installation with the building construction. Clean and /amp al/ lighting fixtures with new /amps immediately prior to final inspection. (4) SQUARE AND RECTANGULAR FIXTURES shall / be mounted with sides parallel to bui /ding lines, and parallel with ceiling lines. (5) VERIFY ALL CEILING SYSTEMS for proper coordination of fixture types and accessories prior to ordering fixtures. Coordinate and cooperate with ceiling supplier in the preparation of ceiling shop drawings. (6) INSTALL FLUORESCENT FIXTURES as recommended by the manufacturer or as necessary to provide exact horizontal alignment, preventing horizontal or vertical deflection or angular jointing of fixtures suspended in continuous rows. C. SUBMITTAL DATA Within thirty (30) days after award of contract furnish the Architect five (5) shop drawing portfolios (bound copies) containing names of manufacturer, cuts and curves of al/ lighting fixtures to be used on this project. In these portfolios use standard manufacturer's specification sheets, identified by number indicated on fixture schedule, and other supplemental data indicated below. (1) SHOP DRAWINGS shall include the following information: a. PICTURE, DIMENSIONAL DRAWINGS, AND COMPLETE SPECIFICATION DATA. b. COEFFICIENTS OF UTILIZATION by an approved testing laboratory. c. CANDLEPOWER DISTRIBUTION by an approved testing laboratory. d. LUMINAIRE BRIGHTNESS by an approved testing laboratory. e. FUSING AND TYPE OF BALLAST PROVIDED. f. CERTIFICATION OF PLASTIC MATERIALS. END OF SECTION 16400 (7) GENERAL SECTION 16560 FIRE ALARM SYSTEMS a. General technical requirements for this section of the work are specified in Section 76000, "General Provisions." The references herein, to applicable documents out /ined in Section 16000, form a part of this specification to the extent required by the references thereto. b. The Contractor shall furnish all labor and material necessary for the proper installation and testing of the fire a /arm system for this building. The fire alarm system shall be connected to the smoke detectors, manual pull stations, audio /visual indicators and the smoke detectors in the supply ductwork of the rooftop units. (2) CODES AND STANDARDS a. The system shall comply with the applicable provisions of the current NFPA Standards 72 and the Life Safety Code 101 and meet all requirements of the local authorities having jurisdiction. A// equipment and devices shall bear the U.L. label and be listed by the Underwriters Laboratories, Inc. and be approved by Factory Mutual Research, except as approved by the Engineer. (3) WIRING a. A// wiring shall be in accordance with the National Electrical Code, local codes and Article 210 of the National Fire Protection Association Standard Number 72. Unless otherwise specified by local codes, the minimum wire size shall be 14 gauge for AC, power supply connections and auxiliary circuits, 16 gauge for audible alarm circuits and 18 gauge for signal initiating circuits. (4) MATERIALS a. Manual fire alarm stations shall be Notifier BNG -1, noncode, non -break glass type equipped with key operated reset. They shall be suitable for surface mounting on a standard single gang box. Manual stations shall be located as shown on the drawings. b. Fire alarm horns shall be rated at 101 dBA measured at 10 feet. Horns shall be semi -flush mounted. Provide Notifier series MA horns with series SS combination horn /amp units or approved equal. c. The fire alarm control panel shall contain 2 zones and detect the operation of all signal initiating devices. Panel shall operate all alarm devices and auxiliary functions. Provide Notifier Cat. No. SGL-2000 series or approved equal. Provide recessed panel mounting trim. Panel shall be equipped with battery backup and transmitter module to provide automatic fire deportment notification of a /arm or trouble conditions. d. Smoke detectors shall be of the photoelectric type, similar and equal to Notifier Model 2451. The unit shall mount to a standard 3 1/2 inch octagon box or 4 inch square box. The smoke detector shall have a blinking LED to show that power is applied to the unit and the LED will light continuously when in an alarm condition. e. Heat detectors shall be Notifier Model 5481, combination rate of rise, 135 degree F fixed temperature, detectors rated for 100 degrees F ambient temperature. f. Air duct smoke detectors shall consist of a Notifier DH100ACDC, or approved equal. The detector shall provide detection of combustion gases and smoke in air conditioning ducts in compliance with NFPA 90A. The detector shall be UL listed specifica //y for use in air handling systems. The detector shall operate at air velocities from 500 feet per minute to 4000 feet per minute without requiring adjustment or compensation. A sampling tube of sufficient length shall be provided so that it can be cut to exact length at the installation site to match the duct width when installed. Duct smoke detectors shall be provided and installed by the fire alarm system contractor. (5) GUARANTEE AND SERVICE a. The fire alarm system shall be free from defects in workmanship and materials, under normal use and ser vice, for a period of one year from the date of acceptance or beneficial occupancy, whichever is earlier. Any equipment shown to be defective in workmanship or material shall be repaired, replaced or adjusted free of charge. A. GENERAL Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a sound, secure and complete installation. The Electrical Contractor shall furnish and instal/ single gang boxes, 3 1/2" deep with 3/4" conduits to the accessible ceiling space. Furnish blank stainless steel cover plates for all boxes. A/1 telephone, data and television system outlets, wiring and equipment will be furnished and installed by others. A. GENERAL END OF SECTION 16560 SECTION 16590 TELEPHONE, DATA AND TELEVISION SYSTEM END OF SECTION 16590 SECTION 16900 MISCELLANEOUS ELECTRICAL EQUIPMENT a. General technical requirements for this section of the work are specified in Section 16000, "General Provisions." The references herein, to applicable documents out lined in Section 16000, form a part of this specification to the extent required by the references thereto. B. TIME CLOCKS Provide Tork "W" series, or approved equal, seven day electromechanical time controls capable of a different program each day of the week. Provide contacts rated 40 amps per pole, voltage indicated on the drawings. Provide contactors as required to switch the circuits and loads indicated on the drawings. Provide 24 hour battery backup of timing motor. C. PHOTOELECTRIC CONTROLS Provide Intermatic series K4100, or approved equal, with 5 year warranty. Mount photocells on roof facing north. Provide contactors as required to switch the circuits and loads indicated on the drawings. D. CONTACTORS Provide electrically held contactors, Square 'D' Class 8903, Type L or approved equal for pane /board mounting or NEMA I enclosure as required. E. DRY -TYPE TRANSFORMERS Provide dry -type two - winding transformers with two 2 -7/2 percent full KVA taps above and below rated primary voltage as manufactured by Westinghouse or approved equal. 1. SINGLE PHASE three to 25 KVA: Westinghouse Type EP. 2. THREE PHASE three to 30 KVA: Westinghouse Type EFT. 3. SINGLE PHASE 37 -1/2 to 500 KVA: Westinghouse Type DS -3. 4. THREE PHASE 37 -1/2 to 7000 KVA: Westinghouse Type DT -3. END OF SECTION 16900 1)08u-076 SAA 41 rl RECEIVED CITY OF T:,I;i" FEB 06 2008 PEHMi i t:EN FER r A R C H I T E C T 1 DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect@dtmarchitect.com E N G I N E E R leSdi el ® Nrmitak © Omaha El LnsAngelas ea WO- 581-0963 v rawer NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL. 1 ORIENTATION 4 Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315.233.1300 FAX: 315.2311314 PROJECT sbarroe WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET E -5