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Permit D08-086 - WESTFIELD SOUTHCENTER MALL - CHICKEN NOW - TENANT IMPROVEMENT
CHICKEN NOW 2600 SOUTHCENTER MALL FC-11 D08 -086 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -086 Occupant/Tenant: CHICKEN NOW Building Address: 2600 SOUTHCENTER MALL, SUITE NO. FC -11 Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RESTAURANT Occupancy Group/Division: A3 Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 5 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES CitAf Tukwila Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: CHICKEN NOW Address: 2600 SOUTHCENTER MALL FC -11 , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: BOB ROBINSON Address: 37936 23 PL S , REDERAL WAY WA 98003 Phone: 253 -677 -6874 Contractor: Name: J RAGE CONSTRUCTION LLC Address: 4655 NICOLS RD #106 , LAKEVILLE MN 55044 Phone: 952 469 -3779 Contractor License No: JHAGEHC947KT doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.citukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 086 Issue Date: 06/04/2008 Permit Expires On: 12/01/2008 Expiration Date: 06/03/2010 DESCRIPTION OF WORK: INSTALL FAST FOOD RESTAURANT IN FOOD COURT, INCLUDING KITCHEN EQUIPMENT, DISPLAY CASES AND SERVING TABLE Value of Construction: $98,000.00 Fees Collected: $2,081.85 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0004 D08 -086 Printed: 06-04 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City 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 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: I hereby certify that I have read and e governing this work will be complied rinit does n The gran ' • of const Signature: Print Name: � .�r9 4 ft/ /l� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 Permit Number: D08 - 086 Issue Date: 06/04/2008 Permit Expires On: 12/01/2008 4Q ij Date: ajj L 1 O1 r ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. resume to give authority to violate or cancel the provisions of any other state or local laws regulating . I afn authorized to sign and obtain this development permit. Date: zook D08 -086 Printed: 06-04 -2008 Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: CHICKEN NOW 1: ** *BUILDING DEPARTMENT CONDMONS * ** • • 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 -086 Status: ISSUED Applied Date: 02/15/2008 Issue Date: 06/04/2008 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: 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. 6: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 7: 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. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: Cond -10/06 D08 -086 Printed: 06-04 -2008 15: ** *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 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the 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. 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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. (IFC 906.3) (NFPA 10, 3 -2.1) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (1FC Chapter 10) 26: 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) 27: 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) doc: Cond -10/06 D08 -086 Printed: 06-04 -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: Maintain sprinter 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) 29: 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) 30: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder 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) 31: 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. 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: 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. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: 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 * *continued on next page ** D08 -086 Printed: 06-04 -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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. doc: Cond -10/06 D08 -086 Date: lli�<' " ordinances governing or local laws regulating Printed: 06-04 -2008 CITY OF TUKWIL1P Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila.wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 2 t OO King Co Assessor's Tax No.: 63 Cr L f 20 -00 i C) Site Address: - 1 25.1 7 7 3 . -Se rl l9i't W/ ��11 u, Suite Number� - (I Floor: 1 Tenant Name: 1'i Akr, WO k /CI /��U A,Q' New Tenant: X Yes ❑..No Property Owners Name: W�xjiFi , t � ( " ..,) ( 4 -QA ( au Mailing Address: I 1 b0 11V l L$ ti-i2-8 BLVD LOS Ak) a b ?L CA gt3Cf -C t Li fl - Lon )_ City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: BOB 1 W.okt PmPl c " 'L # E) Day Telephone: Mailing Address: 3 - 71 % 2, 4.) C L S FID - wM wk 9 t003 City S tate Zip E -Mail Address: lent 1 ? Ie1 tP 1� f P f Fax Number: 0 �� - (4 I Contact Person: CEN +'RAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg *for Plumbing and Gas.Fipfng (pg Sly Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - AU plans must be wet stamped by Architect of Record Company Name: DAV I,, 6 t '' A � ' t 7� A rkii'1 q cr Mailing Address: ` i V V Lb& F A w newts) 1-VIA- • Building Permit No. D09 O g Mechanical Permit No. (`) 0 -0 3 Plumbing/Gas Permit No. 3C, 00-04 W Public Works Permit No. Project No. L AM42A- FL State Zip' Day Telephone: 13 3 City I VVFO JA ` 0M (For office use only) E -Mail Address: Fax Number. I ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:\ApplicationslFovns- Applications On line\3 -2006 - Pemit Applimtion.doc Revised: 9 -2006 bh State Zip Page t of 6 BUILDING PERMIT INFO ON - 206 -431 -3670 Valuation of Project (contractor's bid price): $ '18 Existing Building Valuation:. $ Scope of Work (please provide detailed information): � rm 4 trQ tl ► IoM P e3 0 t ernv-v`r Ai‘ plet 1F29i9 4 a o p27 -- j v1cIr9i cct s ru 41(_ Will there be new rack storage? ❑ Yes . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: t( Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 - /2 "x 11" paper including quantities and Material Safety ata 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:Wpplications\Forms- Applications On LineO -2006 - Permit Application :doc Revised: 9 -2006 bh Page 2 of 6 Existing. Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC' 1' Floor rd (oD �o IT M 3`' Floor Floors thru. Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ON - 206 -431 -3670 Valuation of Project (contractor's bid price): $ '18 Existing Building Valuation:. $ Scope of Work (please provide detailed information): � rm 4 trQ tl ► IoM P e3 0 t ernv-v`r Ai‘ plet 1F29i9 4 a o p27 -- j v1cIr9i cct s ru 41(_ Will there be new rack storage? ❑ Yes . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: t( Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 - /2 "x 11" paper including quantities and Material Safety ata 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:Wpplications\Forms- Applications On LineO -2006 - Permit Application :doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Sewer District ,..Tukwila ❑ ...Sewer Use Certificate Call before you Dig: 1-800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District :.Tukwila 0... Water District #125 ❑...Water Availability Provided ❑ .. Highline ❑... ValVue ❑ .. Renton 0... Sewer Availability Provided 0.. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑' ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) 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 ❑ ...Ri -of -wa Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑' ...Construction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...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 ❑ . ❑ . ❑ . ❑ . Q:\ApplicationsiForms- Appliations On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Work in Flood Zone ❑ .. Storm Drainage WO # WO # WO # ❑...Deduct Water Meter Size Private Private ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 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 Day Telephone: City State State Zip Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 am Fire Damper 0-3 HP /100,000 BTU Furnace> I00K BTU Evaporator Cooler Diffuser I 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 1 Thermostat 15 -30 HP /1.000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct 1 Emergency Generator 50+ HP /1.750,000 BTU Repair or Addition to Heat/Refrig/Cooling System f Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/1nd MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ q, 000 ' Scope of Work (please provide detailed information): 'g7 0 /E� 11!� IV C/7 //If ,.- ffi-A2C May , mcsc, fbT&l IT - 1 Q iP Use: Residential: New .... ❑ Replacement .... Commercial: New .... ® Replacement .... ❑ Fuel Type: Electric IR Gas..., Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications,Forms- Applications On Line13 -2006 - Permit Applintion.doc Revised: 9-2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial ! I Receptor, indirect waste Clothes washer, domestic Floor drain f Sinks '2- Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent I 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 I Repair or alteration of drainage or vent piping I Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPIN(TPERMIT INFORMATION - 206- 431 - 670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ /' 17 COD Valuation of Gas Piping work (contractor's bid price): $ '71 0 Scope of Work (please provide detailed informati n): l I — % 614 ' 6Vld (O Y , cS . Y) Building Use (per lnt'l Building Code): Occupancy (per Int'I Building Code): M Utility Purveyor: Water: 'To IL) I (J - Sewer: T- (Y [A' I L Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Fonns- Applications On tine\ -2006 - Permit Applicatioadoc Revised: 9 -2006 bh Page 5 of 6 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. BUILDINGO ORIZED AGENT: Signature: v� p Print Name: VON 4 t O P ) ,��y,g Telephone: G � 3 - C�77' -174- Mailing Address:574 3 Io Z3('d (,3 Pout / I- WAy lgaff Date Application Expires: Date Application Accepted: (S - Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City D 2/44b85 State Zip Staff Initials: Page 6 of 6 Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Applicant: CHICKEN NOW Receipt No.: R08 - 01939 Payee: MONG -THU DESIGN, INC. 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 50840 1,263.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Initials: JEM Payment Date: 06/04/2008 12:16 PM User ID: 1165 Balance: $0.00 Account Code Current Pmts 1,259.00 4.50 Total: $1,263.50 Permit Number: D08 -086 Status: APPROVED Applied Date: 02/15/2008 Issue Date: Payment Amount: $1,263.50 3237 06/04 9711 TOTAL 1263.50 doc: Receipt -06 Printed: 06 -04 -2008 Parcel No.: 6364200010 Permit Number: D08 -086 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/15/2008 Applicant: CHICKEN NOW Issue Date: Receipt No.: R08 -00439 Initials: WER User ID: 1655 Payee: HOSPITALITY INTERNATIONAL GROUP TRANSACTION LIST: Type Method Description Payment Check 2537 818.35 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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 Amount Account Code Current Pmts 000/345.830 818.35 Total: $818.35 Payment Amount: $818.35 Payment Date: 02/15/2008 10:35 AM Balance: $1,263.50 8672 02/15 9710 TOTAL 975.80 doc: Receiot -06 Printed: 02 -15 -2008 Project: /� Type of Inspection: r / Address: 2.600 104 / Date Called: Special Instructions: Date Wanted: 7 / D7 a.m. p.m. Requester: Phone No: INSPECTION RECORD INSPEIION NO. PERMIT NO. Retain a copy with permit D08 INSPE ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: ?fir's4 7" £ � 2k e i ;4 J Date: 7%. / F ri $60.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: / � • G L-e (� A vt() Type of Inspection: 5(1-. eel 4 1 Address:., ^ 0 y d 0...k ( 6'� Date Called: Special Instructions: Date Wanted: 9494 I' / a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '1 6300 Southcenter Blvd., #100, Tukwila, WA 981 (206)431 -3670 COMMENTS: Approved per applicable codes. Ei Corrections required prior to approval. /1., • El $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: 6 COMMENTS: /ibie. Type of Inspecti : --•Zw i t 5? Address: -600 / ) ,9 3 F Q. t.-- Au. s i Date Called: L .&_ - O PT1 Date W nted: Ca � —2 , j - O_, a'm p.m. Requester: Phone No ItoT : V A'.-;,c —. K or 6.440-4 e... 4 Cii:c t" u ghtt,.• Project: CA / ('4241 /ibie. Type of Inspecti : --•Zw ` Address: -600 / ) ,9 /( Date Called: Special Instructions: Date W nted: Ca � —2 , j - O_, a'm p.m. Requester: Phone No INSPECTION RECORD Retain a copy with permit PER IT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. /� Inspector: (Date: fv!1 08 ❑ $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: COMMENTS: 4 0k Address: 20 . ar c - it Date Called: fro..-- w3 o Oc . t /ctpf fe No14. 1�.: -,,, •-s ( f G h,( (,,,.var. r�.4 i i Date Wanted: l 0— 22'-°5 .--h f -< ("V"A" si 0'6' • Requester: Phone No: 2 0 11 2 1 15 114f C : 8144 -'55 ;t 2690 FG II Project: an ;ct'* . - a< n Type of Inspection: r (Al / . r r`"" i7 Address: 20 . ar c - it Date Called: Special Instructions: • Date Wanted: l 0— 22'-°5 a.m. p.m. Requester: Phone No: 2 0 11 2 1 15 i PERMIT NO. CITY OF TUKWILA BUILDING DIVISION < 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ❑ Approved per applicable codes. El Corrections required prior to approval. Inspector: 'Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: 4• COMMENTS: I j CD AAW S e y 4-l e ,. h eG !A 4'0 (6-46- Air av -ec, �Q �W.v e ►., Cook t `' _ a nd coo �rs. r a . , . . d e-4e �. 4 es f O k 0 c i (4 - , e , i 1 -.. G s p w y r . . ci of dve S s. •S¢roke. Pi6c Co rye u+ G K o4 (),.or Ca.kdeI c, A+►d apes-44- pr° p er ii. Permits: Occupancy Type: Y.4 Project: 4,z.lee L. ,4J( ) Type of Inspection: _ - 7 - - .L, Address: t, O© S c M 4` i Suite #: F L — ! i Contact Person: s., k ..-FL Special Instructions: Phone No.: a 9 3/— oJOc Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: stk-. �a?ra INSPECTION NUMBER INSPECTION RECORD RetakFa copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approv d per applicable codes. n Corrections required prior to approval. Inspector: I Date: Hrs.: n $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 • COMMENTS: Sprinklers: Type of Ins l 4..1: ectio • S? 'P-1 ipted. Address: D6 Suite #: 5. c. *L..�. -P c_• rl Contact Pe n: Special Instructions: 1 . rro v l d'..., ofi —t G k c _,..... . 0 cab A., f -c, ...e t s f.Ar 'f" ea, . ; C. Ore- (.,,�v 4. d TO A f APpre4 ve �c 1 Q "1. co E. P .1 ° A c.. P. 51,. e. l) tato P rai Ni -42424)41 . e • Project: e A ,'c, k eiJ N Sprinklers: Type of Ins l 4..1: ectio • S? 'P-1 ipted. Address: D6 Suite #: 5. c. *L..�. -P c_• rl Contact Pe n: Special Instructions: Phone No.: Needs Shift Inspection: • , Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: w::rAP: +. - .ssn.� �. .:*.. .- ,- ,`fi�'�.u:s.&�.^�- .SDK:v:fm ar rsr' qtr .: da�8:- :ia�•.• : �c.s::..+ wst _.�/cfr" a rtdt::'ti= rev. INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206 - 575 -4407 rrections required prior to approval. Inspector: lL 5 • Date: '7 1,9a'r #f3 Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: p 6 Hood & Duct: Type of Inspection: cx V c ( 6 Address: 94 Suite #: c . . - .;'C— 1/ Contact Person: Special Instructions: Phone No.: �'1�t Deo C-? Sl ? r© C )$ i Si-- a-gr o 1 3 a • Jr w r Project: Chi c ke- Sprinklers: p 6 Hood & Duct: Type of Inspection: cx V c ( 6 Address: 94 Suite #: c . . - .;'C— 1/ Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: pie ':i":tz;:RlsaA :+'# ?; i_- a' t.:. t! los 3: 1. t,.:.... 3:*. u'& i�akial: r. Yi:- uA�1a�a .:.xlir+S�r.= i:.?tMA;+s.:.;" a-- INSPECTION•NUMBER `'Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Not - PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 n Corrections required prior to approval. I Inspector: t Date: Hrs.: • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City*Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project Info Project Address CHICKEN NOW Date 633 SOUTHCENTER SPACE #CF11 For Building Department Use SEATTLE, WA 98188 Applicant Name: BOBBY SABAS 3421 N . LAKEV I EW DR Applicant Address: TAMPA , FL 33618 Applicant Phone: 813-265-3955 Project Description SALES • New Building • Addition • Alteration 1. Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 6 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 4 64 • No changes are being made to the lighting SALES & space use not changed. • Less than 60% of the fixtures new, installed wattage not increased, Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES COMACT FLUORESCENT "E" 16 13 208 SALES LINEAR FLUORECENT "C" 5 32 160 KITCHEN 2X4 FLUORECENT BOX "A" 4 64 256 SALES INCAN. PENDANT LIGHT "F" I 3RFVIEWF5-0 FnR 50 KITCHEN EMERGENCY LIGHT ('`4JfF CCM IANrEt0 uwG u %ti Yd e.. rrn ( "7 n1� n , I FED F. 2UUU tl &) 1 Sly . Of Tukwila Location (floor /room no.) Occupancy Description Allowed Watts per fI2 ,. Area in ft2 Allowed x Area SALES/ FAST FOOD ESTABLISHMENT 1.365 600 819 KITCHEN CLG. HIGHT ABOVE 9' 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage 2006 Washin ton State Nonresidential Ener Code Com.liance Form Interior Lighting Summary LTG -INT From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watt Revised July 2007 819 Total Proposed Watts may not exceed Total Allowed Watts for Intbrio otat�Proposedratt 814 B UILDIIL II]1 k 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 On 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. DOS- O8L p r + R'` VP. .F17:13.% FEB 15 2008 PEF� vtl I I;CNTER Use' LPA (W /sfl 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: 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 ballas 3. LED lights. Interior Lighting Summary (back) • LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Form TABLE 15 -1 Unit Liahtina Power Allowance (LPA 2006 Washin ton State Nonresidential Ener Code Com•liance Form 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. 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 March 24, 2008 Bobby Sabas Magic Wok 3421 N. Lakeview Dr Tampa, FL 33618 RE: PLANS AND SPECIFICATIONS FOR: Chicken Now at 633 Southcenter Pkwy, FC -11, Tukwila, WA 98188 SR1156245 P/E 6703 (Risk 3) Dear Mr. Sabas: Public Health kg1 Seattle & King County The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED. Your establishment has been assigned the following plan review service number (SR1156245). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete 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. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee 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 DAB:dg Enclosures CC: Ryan Onan, Westfield Foodcourt Tenant Coordinator ")ob-Oe'o ACTIVITY NUMBER: D08 -086 DATE: 02 -15 -08 PROJECT NAME: CHICKEN NOW SITE ADDRESS: 2600 SOUTHCENTER MALL - FC -11 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui Ing Division Public Works mix kf DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 • • PLAN REVIEW /ROUTING SLIP till AtiV0 2- Fire Prevention Structural Incomplete u 414) P a ning Division ■1 U Permit Coordinator DUE DATE: 02 -21 -08 Not Applicable No further Review Required DATE: DATE: DUE DATE: 03-20 -08 Not Approved (attach comments) ri Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: From: [Date] • Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 01 / 3008 17: 18 8 171 P. 003/003 Tenant improvement permit for [tenant name], Tukwila Permit No. tO 8-091p is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space 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 A IA./ Title': KAAt\iitii,te - Tenant Name: eillt.avda.i Ivcv.) ' Acknowledgement to be signed by the responsible officer of the tenant Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 /2/ Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type '2 Stet NA- Ma ti State Property Street Address VW ILA Cit l CC f Owner's Name Subdivision Name Subdiv. # Building Name F r b �1. � Coo LT (if applicable) �� cc f 3(0 ) 43 Owner's Phone Number (with Area Code) Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 X08- 08(0 Lot # Block # ( - Ze ) g)Z -- tip c9 Property Contact Phone Number (with Area Code) Owner's Mailing Address I I Gael iN as 14 fez BLALP Los 4 cat 1.00 LC RCE Total Fixture Units A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 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. All future billings can be prepaid at a discounted amount. 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 rected to for determination of a revised capacity charge. Signature of Owner /Representative 1A- d-C Date / /t /ej Property Tax ID # 367 qzc Pa to be Billed (if different fro owner) 54 Nor{ -k L k l t' k ILLS " 0A � 3 34o City or Sewer District l Z f Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? OYes A51No Was building on Sanitary Sewer? t Yes 0 No Was Sewer connected before 2/1/90? ❑ Yes O No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? O Yes El No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B a Print Name of Owner /Representative RCE O 6 ID RCE FEB 1 5 2008 License Information License JHAGEHC947KT Licensee Name J HAGE CONSTRUCTION LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602616873 Ind. Ins. Account Id #1 Business Type LIMITED LIABILITY COMPANY Address 1 4655 NICOLS RD #106 Address 2 City LAKEVILLE County OUT OF STATE State MN Zip 55044 Phone 9524693779 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/30/2006 Expiration Date 6/3/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 HARTFORD FIRE INS CO 41BSBEA3618 05/24/2006 Until Cancelled 07/27/2008 $12,000.00 05/30/2006 Business Owner Information Name Role Effective Date Expiration Date HAGE, JORDAN PARTNER/MEMBER 05/30/2006 Look Up a Contractor, Electron or Plumber License Detail Washington State Department of Labor and Industries 1 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= JHAGEHC947KT 06/04/2008 MOONS - SCHEDULE \$ C I C Il a �' r _ - • � 1. • � - _ • n: - - i u r . ; r i. .r �: - - - - ? sir : ' ... -` � " L : L . ::�� , � *p. : ,. i L ' ; -. 40, Q .. r I , * ,��® � ; . . ; •� •� •� ` .. Att N vit 3 7 4 kft " 4 COVER FLOOR' LANDLORD EQUIP. STOREFRONT SECTIONS ARCHITECTURAL POWER SHOT CEILING STOREFRONT PLAN LIGHTING PLAN SCHED., �� � SPECIFICATIONS {� �` & NOTES DETAILS DETAILS, US S • ®S SECTIONS 11 ELEVATIONS 0NS PLANS _ ITEM: O NIISIXD FURNISHED) INSTALLED REMARKS LAN D LORII T ENANT TENANTS CONT L AN DLOREI T ENANT TENANTS CONT VIN GENERAL REQU 1. PERMITS AND FEES 2. TEMPORARY UTILITIES 4, TEMPORARY ENCLOSURE AS PER LANDLORDS DISCRETION &CRITERIA SPACE V4 ORJK 1, DEMOLITION 2. SAW CUT SLAB /CORE DRILL • 0 AS REQUIRED CONCRETE SLAB CORE DRILLING 1. SAND PAD • 2. VAPOR BARRIER 3. REINFORCING FABRIC 4, CONCRETE SLAB • 5. POURED CONCRETE • • AS REQUIRED TO INSTALL UTILITIES SITE FILE CCU Norm SYMBOL LIST, SCHEDULES `('®NS CARPENTRY 1 1. METAL STUDS A. DEMISING WALLS • • • L**1•L• SEE PLANS LANDLORD INSTALL STUDS ONLY SEPARATE PERM - Permit No. Plar review approval l5 subject to emirs an d omissions. ELECTRICAL HOOD ,SPECIF DETAILS PLAN, NOTES & DETAILS B. INTERIOR PARTITIONS SEE PLANS C. FURRING ���`�"`��� D. SALES COUNTER E. SALES LOW WALL • REQUIRED FO +�� .+^, I l Electrical / - - - TT1C1CyS FUTURE RETAIL Approva of conatni IL� . .Lu:� does not authorize the violation .f - : a t .. "ed code 0 •. ...@ .- • Ate• Receipt ROOF PLAN AND DETAILS PLUMBING WA WA . PLANS GAS PLAN DETAILS at RHOS 2. ROOF FRAMING FOR MECH. UNITS �c a. .roved A d d - _ _ �. F ►-•. eons N �� � _► -r 1. KITCHEN DOOR & FRAME • • • SEE SCHEDULE a [ j Plulfl9 • 3, TOO ET ROOM DOOR • Gas Piping City of Tukwila NORDSTROM Date: 6 .. FINISHES - ] 1. WALLS L ---- A. 5/8" TYPE "X" GYP. BD. i ® BUILDING DIVISION CHICKEN NOW City of Tukwila JCPenney BUILDING DIVISION - P oN L B. 5/8" MOISTURE RESISTANT GYP. BD. • • AS REQ'D C. FINISHES • • SEE PLAN AND STANDARD MATERIAL SCHEDULE GRANITE COUNTER TOP • • G.C. TO SUPPLY SAMPLES TO OWNER FOR APPROVAL = EXISTING LANDLORD DEMISING PARTITION 2, TAPING AND SPACKLING * • 3. FLOORS SPACE FC11 - ��� `�_ = INSULATED COOLER /FREEZER. SEE EQUIP. SCHED. E • REVISIONS changes Sfi j p to 3$ Q ��.,. f O� WO> 4 W' - - � _ ® v i._ : j A. WATER PROOF MEMBRANE 0 • SEE DETAIL 2 /A -2 B. QUARRY TILE 0 GOO S 1 J o ff �� n 16" ; ' = 3 -5/8 OR 6 ( SEE PLAN ) METAL STUDS @ 16 B.C. C. MALL FLOORING • • PATCH AND REPAIR ALONG LEASE LINE AS NEC, . LEVEL 2 O F 3 1 i Divssic►r�. Tukwila Bttiit�irt NOTE: Revisions will requite a new p �i' R may include additional plan re's fees. 4. FINISHES ---� • A. PAINT • • EMPLOYEE RESTROOMS '� � '� �' _ _, �, , - � 1�� : , • and B. TILE • ' C. TRIM ►- �`© l � l � - = . ---- °' ,,�...., .,� '° , � 6 i LANDLORD PROVIDED cope ,� $. c ` . SECTION NUMBER 5. BASE -.� ; �� i� SECTION CUT 'INDICATION 0 � � � �, '�� � • .' - w � I w " -- A. COVED QUARRY TILE • A -0 SHEET NUMBER _ 0 l = = , B. COVED VINYL 0 ' P LAN DETAIL 0 DETAIL AREA 6. CEILING I I I I I iI I•i A. GYP. BD. • SEE REFLECTED CEILING &DEMOLITION PLANS ON SHEET A 1 B. 2'X4' LAY -IN TILE • • SEE REFLECTED CEILING & DEMOLITION PLANS ON SHEET A-1 _ _ - ' _ - s - _ - I I PUBLIC RESTROOMS �� P r ■ Pir.UIif[ l l l l l l l l l l& I I I I I I I`D TCATTO N A -0 DETAIL NUMBER " F' 1 7uQ SHEET NUMBER 1. WATER PIPING S EE PLUMBING DWG. 2. UNDERSLAB ROUGH -IN FOR WASTE • SEE PLUMBING DWG. ! fi F ® � • „,'1 I i �'� ELEVA TON IJI'[ICATION A 0 0 ELEVATION NUMBER SHEET NUMBER 3. FINAL CONNECTIONS & VENTS 0 • SEE PLUMBING DWG, 4. GAS PIPING AND ACCESSORIES SEE PLUMBING DWG. 5. FINAL GAS CONNECTIONS TO EQUIP. • • SEE PLUMBING DWG. DOOR IDENTIFICATION 0 MILWO �C �A MOULDINGS NOTES WHICH APPLY 6. TOILET RM. FIXTURES /ACCESSORIES 0 ' � =`, �� � CODE EQUIPMEW 1. KITCHEN /SALES 2. STOREFRONT SIGNS • O • SEE EQUIPMENT SCHEDULE FOR MORE INFO. COORD. PERMITS &INSTALLATION W/ SIGN VENDOR O.C. ON CENTER. A.F.F. ABOVE FINISH FLOOR F.O.S. FACE OF STUD OPNG. OPENING ACT, ACOUSTICAL Ff. FEET OPP. HAND OPPOSITE HAND ADJ. ADJUSTABLE F.N.D. FEMININE NAPKIN DISPOSALO.D. OUTSIDE DIAMETER A AIR CONDITION /CONbITTONEO/ F.N.V. FEMININE NAPKIN VENDOR PR. PAIR CONDITIDNER/CONDITTONING FIN. FINISH P.T.D. PAPER TOWEL ALT. ALTERNATE FIN. OPNG. FINISH OPENING DISPENSER ALUM. ALUMINUM F.E. FIRE EXTINGUISHER P.T.H. PAPER TOWEL HOLDER A.B. ANCHOR BOLT F.E.C.R. FIRE EXTINGUISHER CABINET, COL. PIPE COLUMN & AND RECESSED pLAS. PLASTER APPROX. APPROXIMATELY F.H. FIRE HYDRANT PLLAM, PLASTIC LAMINATE @ AT F.R.P. FIRE RETARDANT PANEL PLUMB. PLUMBING AWN. AWNING F.R.T. FIRE RETARDANT P.C. PLUMBING CONTRACTOR FL. FLOOR PLYWD, PLYWOOD B.C. BASE CABINET F.D. FLOOR DRAIN p T PRESSURE TREATED B.P. BASE PLATE F,P. FLUSH PANEL PHONE TELEPHONE BM. BEAM FIG. FOOTING QUARRY TILE BLK, BLOCK F.M. FRAMED MIRROR Q.T. B.S. BOTH SIDES R. RADIUS B.W. BOTH WAYS GALV, GALVANIZED RECT. RECTANGULAR BIM. BOTTOM GA. GAUGE REINF. REINFORCEMENT BRK. BRICK G.C. GENERAL CONTRACTOR REQ'D. REQUIRED BLDG. BUILDING GL. GLASS REV. REVISION G.B. GRAB BAR R.D. ROOF DRAIN CAB. G.W.B. PSUM WALLBOARD RM. ROOM . CABINET CPT. CARPET GYP. GYPSUM R.O. ROUGH OPENING C.I. CAST IRON S.C.O.F. SLIP AN TARY NAPKIN C.B. CATCH BASIN HC. HANDICAPPED S.N.D. SANITARY NAPKIN CLG. CEILING HDW. HARDWARE DISPOSAL CEM. CEMENT HT. HEIGHT SCH. SCHEDULE CTR. CENTER H. HIGH SNT. SEALANT C.T. CERAMIC TILE H.C. HOLLOW CORE SECT. SECTION CHBD. CHALKBOARD H.M. HOLLOW METAL SHT. SHEET C.O. CLEAN OUT HORIZ. HORIZdNTAL SHO. SHOWER CLO. CLOSET SHO.C. SHOWER CONTROLS COL. COLUMN IN. INCH SHO.H. SHOWER HEAD COM. COMBINATION INCL. INCLUDE SIM. SIMILAR CONC. CONCRETE X.D. INSIDE DIAMETER S.D. SOAP DISPENSER INSUL. INSULATION CONST. CONSTRUCTION S.H. 5H SOAP HOLDER C.M.U. CONCRETE MASONRY UNIT S.C. SOLID CORE CONT. CONTINUOUS ]T' JOINT S. SOUTH CONTR. CONTRACTOR LIST. J OIST SPECS. SPECIFICATIONS C.J. CONTROL JOINT SQ. SQUARE LAM. LAMINATED C.TOP COUNTER TOP SQ.F•T, SQUARE FEET L.L. LANDLORD S.S. STAINLESS STEEL DEMO. DEMOLITION LAV. LAVATORY STD. STANDARD DEPART. DEPARTMENT L. LONG STL. STEEL DTL DETAIL SIR. STRUCTURAL DIA. DIAMETE MGR, MANAGER S.M.S. STRUCTURAL METAL DIM. DIMENSION M.H. MANHOLE STUD DR, DOOR MFR. MANUFACTURER 5USP. SUSPEND DT.A. DOVETAIL ANCHOR MAS, MASONRY SYS. SYSTEM D DOVETAIL SLOT M.O. MASONRY OPENING DN. . DOWN MAT'L, MATERIAL TKBD. TACKBOARD DWG. DRAWING MAX. M AXIMUM T,C, TENANT CO- ORDINATOR MECH. MECHANICAL T.P.W. TOILET PAPER HOLDER D.F. DRINKING FOUNTAIN T.& G. TONGUE AND GROOVE MT. M.F. METAL EA. EACH M AL FRAME T.B. TOWEL BAR E. EAST M.S. METAL STUD TYP. TYPICAL, UNLESS ELEC. ELECTRICAL M.R.D. METAL ROOF DECK OTHERWISE NOTED E.C. ELECTRICAL CONTRACTOR MIN. MINIMUM U. URINAL E.H.D. ELECTRIC HAND DRYER M. MIRROR V.T.R. VENT THROUGH ROOF E.W.C. ELECTRIC WATER COOLER MISC. MISCELLANEOUS VERT. VERTICAL ELEV. ELEVATION M.R. MOISTURE RESISTANT V.T. VINYL TILE ENCL. ENCLOSURE M.B.H. MOP AND BROOM W.R. WASTE RECEPTACLE HOLDER EQ. EQUAL W.C. WATER CLOSET EQUIP. EQUIPMENT MTD. MOUNTED W.H. WATER HEATER EXIST. EXISTING W.P. WATER PROOF E.J. EXPANSION JOINT N. NORTH W WEST EXP. EXPOSED N.I.C. NOT IN CONTRACT WIDTH EXT. EXTERIOR N.T.S. NOT TO SCALE W/. WITH E.G.C.B. EXTERIOR GYPSUM CEILING NO. NUMBER W /O. WITHOUT BOARD WD. WOOD BUILDING CODE: • I.B.C. (2006) WITH WASHINGTON STATE AMENDMENTS • N.E.C. (2006) WITH WASHINGTON STATE AMENDMENTS • I.M.C. (2006) WITH WASHINGTON STATE AMENDMENTS 1 U . P .C. (2006) WITH WASHINGTON STATE AMENDMENTS • I.F.C. (2006) WITH WASHINGTON STATE AMENDMENTS 3. FIRE EXTINGUISHER ® • LOCATE PER FIRE MARSHALL 4. INTERCOM SYSTEM • �- CONSTRUCTION NOTES TO SPECIFIC ITEMS ON DRAWINGS WHERE INDICATED. 6. MENU BOARD / LCD SCREENS • • COORDINATE WITH VENDOR (VERIFY W/ TENANT) • 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE ' ' 7. SALES AREA COUNTERS • • COORDINATE WITH TENANT. KCAL OCCUPANCY CLASS: OUP M CONSTRUCTION TYPE: TOILET A 1. CONDUIT INTO SPACE • TYPE II B , UNPROTECTED NONCOMBUSTIBLE TOTAL LEASED AREA: 600 S.F. ACCESSORIES GENERAL 3). NOTES WHICH APPLY NOTES TO ALL DRAWINGS. 2. METER 0 • SEE ELECTRICAL DRAWINGS MAXIMUM ALLOWABLE AREA: - 600 S.F. OCCUPANT LOAD: 5 WORKERS AT ALL TIME 3. PANELS 0 • SEE ELECTRICAL DRAWINGS & DEMO. PLAM SHEET A -1 4. TRANSFORMER AND GEAR • S ELE DRAWINGS & DEMO. PLAM SHEET A -1 5. LIGHT FIXTURES AND LAMPS • • SEE ELECTRICAL DRAWINGS REQUIRED EXIT WIDTH: 36" INCHES 6. TELEPHONE WIRING PROVIDED EXIT WIDTH: 36" INCHES 00 ELEVATION ELEVATION TARGET ABOVE FIN. FLR. SURFACE DESCRIPTION 6 1. HVAC SYSTEM A. HVAC UNIT • • SEE MECHANICAL DWG. � 1. THESE DOCUMENTS REPRESENT THE SCOPE OF WORK TO BE TO PERFORMED BY THE GENERAL CONTRACTOR (UNLESS OTHERWISE NOTED. ) 2. CHECK DIMENSIONS AND CONDITIONS IN THE FIELD ALL DIMENSIONS AND CONDITIONS OF THIS JOB SHALL BE FIELD CHECKED BY GENERAL CONTRACTOR WHO WILL BE RESPONSIBLE FOR SAME. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION. COSTS DUE TO A FAILURE OF REPORTING THESE DISCREPANCIES WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 3. ERRORS AND OMISSIONS ANY DISCREPANCIES OR OMISSIONS ON THESE DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND BID TO OWNER. FAILURE BY THE CONTRACTOR TO IDENTIFY DISCREPANCIES OR OMISSIONS WILL THEN BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 4, COMPLY WITH DESIGN CRITERIA GENERAL CONTRACTOR TO FOLLOW AND COMPLY WITH LANDLORD'S TENANT DESIGN CRITERIA AND REQUIREMENTS FOR ALL EXHIBITS. ( IF APPLICABLE. ) 5. NOTES ALL NOTES ON ANY PORTION OF THESE DOCUMENTS APPLY TO ENTIRE DOCUMENT WHETHER OR NOT THEY ARE REPEATED IN OTHER AREAS. 6. WORK, MATERIALS AND CONSTRUCTION METHODS ALL WORK, MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH ALL GOVERNING AUTHORITIES HAVING JURISDICTION. , APPROVAL BY GOVERNING AUTHORITIES APPROVAL OF THESE DRAWINGS BY GOVERNING AUTHORITIES DOES NOT RELEASE THE CONTRACTOR FROM COMPLYING WITH ALL APPLICABLE CODES AND STANDARDS. 8• IN BY GENERAL CONTRACTOR Sf ALL MATERIALS AND EQUIPMENT ITEMS SUPPLIED BY THE OWNER/'TENANT ARE TO BE INSTALLED BY GENERAL CONTRACTOR UNLESS INDICATED OTHERWISE. 9. MATERIALS I ALL MATERIALS SHALL BE NEW AND FIRST CLASS, ALL WORK AND EQUIPMENT ITEMS SHALL BE WARRANTIED BY THE CONTRACTOR FOR A MINIMUM OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. EXCEPT FOR MANUFACTURE'S WARRANTY WHICH MAY BE LONGER. 10. COMBUSTIBLE MATERIALS NO COMBUSTIBLE MATERIALS ARE PERMITTED ABOVE CEILING. 11. FIRE EXTINGUISHERS CAPACITY AND RATING AS REQUIRED BY N.F.P.A. PAMPHLET #10 AND LOCAL AUTHORITIES. LOCATE PER LOCAL AUTHORITIES AND N.F.P.A. 10. 12. FIRE WALLS ALL FIRE -WALL PENETRATIONS TO BE INSTALLED PER U.L. NUMBERS: WL 1001 WL 2002 WL 1002 WL 2003 WL 1003 WL 2004 = WL 5001 WL 2005 _ WL 5002 . 13. MISC. PRIOR TO INSTALLING SHELVING IN REFRIGERATOR, T.G.C. TO WASH DOWN (SPONGE) INTERIOR THREE (3) TIMES WITH A SOLUTION OF 50% VINEGAR AND 50 %WATER. SET REFRIGERATOR TO OPERATE AT 34 - 38 F RANGE. 14. PERFORMANCE BOND AND PAYMENT BONDS ARE REQUIRED FOR THIS PROJECT. REFER TO SHEET AS -1. SPECIAL NOTES: 0 j c t CENTERLINE DIAMETER C PLATE LEASE LINE B. DUCTWORK SEE MECHANICAL DWG. C. DIFFUSERS SE MECHANICAL DWG. 2, ROOF PENETRATIONS • • SEE MECHANICAL DWG. 3. SPRINKLER SYSTEM • • MODIFY EXISTING AS REQUIRED 4. EXHAUST HOODS & FANS SEE HOOD DWG. 5. EXHAUST HOOD DUCT WORK • • SEE HOOD DWG. 6. EXHAUST HOOD ANSUL SYSTEM S DWG. SEE HOOD DWG L.L. 7. ROOF PROTECTION ACCESSORIES S 0 SEE HOOD DWG. 8. EXH. HOOD MUA SUPPLY SYSTEM S SEE HOOD DWG. WAD NOTES 9. FIRE ALARM AND SMOKE CONTROL SYS. • • INSTALL/ MODIFY EXISTING SYSTEM PER L.L. REQUIREMENTS Effective July 1, 2007 the City of Tukwila will be under the 2006 International Codes and all permit C submittals need to be in conformance with this edition. 0 p fi.OJ ECT tF O fiIAAT1 O N s It is the Tenant'sfTenant Architects responsibility to verify and conform to all applicable codes and pp regulations. Subsequent plans will be reviewed under the then current codes and ordinances. Tenant's Contractor is responsible for compliance with all within the Landlord's Tenant Criteria Manual including its Rules and Regulations. Tenants Contractor is to verify location; get approval and requirements for all coring locations on concrete flooring with Westfield's On-Site Tenant Coordinator prior to proceeding with work. Tenant shall properly seal all penetrations to comply with Code requirements. The fire rated floor assembly shall be maintained. M Plumbing, Mechanical and Electrical devices penetrating floor shall be fire rated. All roof penetrations must be approved by Westfield's On -Site Tenant Coordinators, All roof penetrations shall be made by Landlord's approved roofing contractor at Tenant's expense. All final weatherproofing shall be done by Westfield- approved waterproofing consultant per Landlord's specifications at Tenants expense. Tenants Contractor shall provide a fire watch and portable fire extinguisher where ever any welding is done within performing Space for at wn the demised p remises. The person P 9 the fire watch shall remain in the Tenant S P least 1 hour after the completion of any welding. This shall be coordinated through the City of Tukwila Fire De Department 77 7 -. e ,.e 7: Fr 2ooa U • PROJECT /�t �b®ORDINA ##��++�d �� WESTFIELD CORPORATION Tenant Coordination - Southcenter 14th Floor 11601 Wilshire Blvd. Los An•eles, CA 90025 Atten: Josh Kimmel (310) 893 - 761 n Ph: 310) 478 4456 / \ MOSAD ELEWA 2401 W. KENNEDY BLVD. SUITE 203 TAMPA, FL 33609 TEL,; (813) 245 -6554 ( ) FAX.: (801) 218 -6554 ( ) E -MAIL: INFO ©MCDART.NET DAVID HIATT, ARCHITECT 4410 W. MELROSE AVENUE TAMPA FLORIDA 33629 PHONE ( 813 ) 289 -3336 FAX: (813) 289 -3332 Fx: (310) 575 5991 0 � �• HEALTH � MAGIC WOK 3421 N. LAKE VIEW DRIVE, 168 TAMPA, FL 33618 ATTN: DAVID WU TEL.: (813) 265 -3955 FAX: (813) 265 -3428 CITY OF TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 ATTN: PLAN REVIEW TEL.: (206) 431 3670 DEPARTMENT OF HEALTH SEATTLE & KING COUNTY 999 3RD AVE. SUITE 1200 SEATTLE, WA 98104 ATTN: PLAN REVIEW TEL.: (206) 296 4600 PEI ! CENTER t 8. 08 b I 1. SOME SPECIFIED ITEMS (SUCH AS FLUORESCENT FIXTURES IN SALES COUNTER, WALL STANDARDS, SHELVING BRACKETS, CERAMIC TILE, ETC.) MAY REQUIRE LONG DELIVERY 2. CONTRACTOR AND ALL SUB - CONTRACTORS SHALL VISIT JOB SITE PRIOR TO THE BID. TO REVIEW ACTUAL FIELD CONDITIONS THAT MAY AFFECT THE BID. CONTACT ARCHITECT WITH ANY FIELD CONDITION AFFECTING DRAWINGS BEFORE BID TO OWNER. IF NOT COMMUNICATED WITH THE ARCHITECT, THEN CONTRACTOR & SUB - CONTRACTOR WILL BECOME RESPONSIBLE FOR ALL COSTS INVOLVED. e DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: REVISIONS REVISED PER LANDLORD 1/23/08 DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida-33629 p. 813.289.3336 f. 813.289.3332 OF.1 REGISTERED ARCHRECT bAviro V'. ATT ittigtE 12•F WASHINGTON COVER SHEET SHEET NUMBER C":1 WA 98188 ALL SIGNAGE TO BE APPROVED UNDER SEPARATE SUBMISSION BY LANDLORD. SIGN FABRICATOR TO BE SELECTED BY THE LANDLORD. NOTE: AT DEMISING WALLS BETWEEN TENEANT AND LANDLORD SPACES LANDLORD SHALL PROVIDE 6" METAL STUD. TENANT SHALL FINISH ALL DEMISING WALLS WITH 5/8" TYPE X GYPSUM WALLBOARD TO FULL HEIGHT, FIRE TAPED AND SEALED TO MAINTAIN 1 HOUR FIRE RATING. DIMISING WALLS ARE FULL HEIGHT. ALL INTERIOR PARTITIONS MUST HAVE A MIN OF 6" CLEARENCE OF GYPBD FROM DECK ABOVE. (TYP.) /8" WATER RESISTANCE GYP. BD. 5/8" WATER 5/8" NP. "X" RESISTANCE GYP. BD. GYP. BD. AT INSTALL FINISH PER DEMISING WALLS ELEVATIONS AND (EXIST.) NOTES. F.R.T. PLYWOOD (SHEET BLOCKING) HORIZONTAL SECURED TO WALL BLOCKING SUPPORT; STUDS. 2 1/2" 16 GA METAL STUDS BETWEEN WALL STUDS. 3/4" FIRE RATED PLY -WOOD BLOCKING FLUSH TO BACK SIDE OF GYP.BD. SECTION DEMISING MO EXISTING INTERIOR WAUS SCALE: AS NOTED SCALE: AS NOTED 3 5/8" M.S. SECTION: NON DEMISING WM.L. RG -630 -R ERG SERIE (2) F032T8/841 28W T5 46 1/16" LAMP F13DTT -Halo Z64 (1)50W B10 CAND C INCANDESCENT FURNISHED W /UNIT W /ELECTRONIC RAPID RECESSED 120 START BALLAST UNDER COUNTER 120 COVE LIGHT RECESSED 120 MPT MONOPOINT UNIVERSAL MINIATURE LINEARE T5 FLUORESCENT SINGLE 1 WIDTH STAGGERED. 6" LAMP OVERLAP. COORD W /OWNER CALL LIGHTING UNIVERSE (800) 801-2207 ELECTRONIC SYLVANIA QTP2X32T8 /UNV PSX -SC INTEGRAL BALLAST. N/A 50 N/A A PAR 36 SEALED BEAM LAMP RECESSED FULL LIGHT OUTPUT 12 FOR OP TO 4 HOURS. BATTERY CAPACITY 30 12-0 1/ 6" STUDS 2-9" LINE OF HOOD ABOVE 3' -0" 2' -0" 3 1/2" 3' -0" 2' -10" 2' -0" LOOR PLAN NOTES: TENANT'S CONTRACTOR IS TO GET APPROVAL AND CORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH _ CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED ALL PLUMBING. MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. TENANT'S CONTRACTOR SHALL PROVIDE A LAYOUT AND LOCATION FOR ALL PENETRATIONS, WHICH MUST BE APPROVED BY LANDLORD PRIOR TO CORE DRILLING. CONTRACTOR IS TO GET APPROVAL AND REQUIREMENTS BEFORE PROCEEDING WITH WORK. FIRESAFING IS REQUIRED FOR ALL PENETRATIONS. ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE BY EITHER PRESET OR DRILLED IN ANCHORS, NO SCALE DOOR MUST BE INSTALLED BY TENANT 3' -0 "x 7'-0" H.M. DOOR U.L. LABEL "B" TYPE B HOLLOW METAL S.S. KICK PLATES SEE EQU PMENT PLAN FOR PLUMBING ACCESS. SCHEDULE DESCRIPTION 2 -LAMPS 2x4 RECESS TROFFER 2 -LAMPS 2x4 RECESS TROFFER COUNTER COVE LIGHT RECESSED DOWN LIGHT DECORATIVE PENDANT LIGHT EXIT LIGHT RECESSED EMERGENCY LIGHT I■■a11RII ■e■EI■■■■■■IIMEEIIIN SINK WITH LEVER HANDLE FAUCET MANUFAC. MERCURY MERCURY BARTCO LIGHTING TEL: 714- 230 -3200 VAXCEL ATLITE PNLRU ENCORE LIGHTING 3" =1' - 0" A -1 NOTES: / \ ELECTRICAL CONTRACTOR TO INQUIRE ABOUT LOCAL REBATES ON LIGHT FIXTURES. 2 INSTALLATION OF LIGHT FIXTURES SHALL BE ACCORDING TO MANUFACTURER'S OF LIGHT FIXTURES SHALL BE ACCORDING TO MANUFACTURER'S o RECOMMENDATIONS AND ACCORDING TO CODE REQUIREMENTS. HMO SCHEDULE EXTEND BEYOND MIN. OF 6" EXISTING DEMISING WALL STUDS EXISTING HOLLOW METAL FRAME, W/ THREE JAMB ANCHORS PER JAMB. B -CABLE EXISTING 1 3/4" H.M. B -CABLE DOOR. PAINT P -1 (BOTH SIDES AND EDGES) CATALOG LAMP 35E2320CT9Al25ELB (2) F032T8/841 35E2320CT9Al25ELB H274HP -120V PD30119SN - LAVA SWIRL MINI PENDANT BFLSLM -14/6 t FIXTURE OR EQUIPMENT. RECESSED REMARKS W /ELECTRONIC RAPID START BALLAST SEE EQUIP. PLAN LAMPS/ FIXT. JOIST TO WALL AT EACH STUD IN WALL BALLASTS V ALL LAMPS TO BE SYLVANIA UNLESS NOTED OTHERWISE, 0 PROVIDE LIGHT TUBE COVERS, LENSES, ETC., AS REQUIRED TO PROTECT FOOD SERVICE AREA. MIRII IMEMINIu ■ ■■ ■E E■■■■■■■■■■I1■■ BALLAST/ FIXT. ELECTRONIC I 1 64 SYLVANIA � TP2X32T8 UNV PSX -SC CEILING. PER REFLECTED CEILING PLAN. PROVIDE SECOND TIER OF SHELVING WHERE CLO. SPACE ALLOWS. BLOCK'G, PER DETAIL THIS SHEET. TYP. ELEV SINK TYP. BLOCKING DETAIL 'TYPICAL SHELVING ELEVATION SCALE: AS NOTED SCALE: 1/4" = 1' -0" TOTAL WATT EXTERIOR GRADE F.R.T. 3/4" PLYWD. SHEATHING 5/8" WATER RESISTANT GYP. BD. PAINT SEMI GLOSS (WHITE) 1.1/2" •1' -0" ALL TENANT EXIT OR SERVICE DOORS USED TO ACCESS FIRE EXIT CORRIDORS MUST BE 1 HOUR RATED INCLUDING DOOR AND ITS ASSEMBLIES. CONTRACTOR TO PAINT TO MATCH THE MALL SERVICE CORRIDOR. INSTALL A DOORBELL LOCATED 3' -6" A.F.F. AT SERVICE DOORS. TENANT IS TO INSTALL REAR DOOR SIGNAGE: TENANT'S NAME AND SPACE NUMBER: 2" HIGH, DIE CUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LETTER. ON RED BACKROUND MOUNTED 5' -0" A.F.F. CENTERED ON DOOR. ADJACENT TENANT �10fi 1i INSTALL 4 "X4 "X4' -0" / GAUGE STAINLESS STEEL CORNER GUARDS ON OUTSIDE O ` 101 CORNERS. 103 RECESSED FLUOR. LIGHT FIXT. SEE ELEC. DRAWINGS. 7' -0" A.F.F. BOTT. OF SOFFIT 11' -0" A.F.F. SUSPEND CEILING (AP -1 .) 113 ALL LIGHT FIXTURES ABOVE THE SERVICE, PREPARATION, UTENSIL WASHING AND FOOD STORAGE AREAS (INLCUDING THOSE LIGHTS WITHIN STEAM TABLES, REFRIGERATION UNITS HOODS AND COOKING EQUIPMENT) SHALL BE SHIELDED OR EQUIPPED WITH SHATTER -PROOF BULBS. 5' -6" 3' -0" 3' -2" 7'L0" A.F.F ADJACENT TENANT BOTT. OF SOFFIT 3' -1" ,. 3' -61/2" 18' -7 1/2" 24'-1" EXH. HOOD 5' -10" SCALE: 1/4" = 1' -0" 4' -0" A.F.F. TRAY STORAGE LEASE LINE LEASE LINE SCALE: 1/4" = 1' -0" A.F.F. BOTT. OF SIGN BAND 12-0" A.F.F. BOTT. OF SOFFIT SEE DETAIL 9/A -3 3 LCD SCREENS LANDLORD SIGN FRAME WITH INSERT STORE SIGN BY CONTRACTOR 100 GENERAL CONTRACTOR SHALL INSTALL 1 -LAYER OF 5/8" TYPE 'X' GYPSUM WALLBOARDBY LANDLORD AT ALL DEMISING WALLS. ALL DEMISING PARTITIONS ARE TO HAVE 5/8" TYPE 'X' GYPSUM WALLBOARD FROM FINISH FLOOR TO UNDERSIDE OF DECK, CONTINUOUS. PER #U425. (103) 104 GEN. CONTR, TO CONTINUE MALL FINISHES ON FLOOR FROM LEASE LINE TO FACE OF TOE KICK. (105 WALL TILE, SOFFIT TILE AND BASES IN ROOMS WITH GYPSUM WALLBOARD WALLS SHALL BE THIN SET WITH ADHESIVE IN ACCORDANCE WITH THE TILE COUNCIL OF AMERICA, INC. ANSI A- 108.5. NOTE: ALL WALL AND SOFFIT TILE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. (106) GENERAL CONTRACTOR SHALL PROVIDE & INSTALL TILE T -4 ACCORDING TO MANUFACTURERS INSTRUCTIONS FOR APPLICATION OVER GYPSUM DRYWALL. 108 109 NOT USED (114) CONSTRUCTION NOTES GENERAL CONTRACTOR SHALL PROVIDE F.R.T. BLOCKING AS INDICATED ON THE EQUIPMENT SCHEDULE OR AS NORMALLY REQUIRED. ALL BLOCKING TO BE 3/4" F.R.T. PLYWOOD (MARINE GRADE IN WET AREAS). SCREW FASTEN BETWEEN METAL STUDS AT NEW PARTITIONS AND FURRED WALLS. AT DEMISING WALLS, APPLY F.R.T. BLOCKING OVER 5/8" TYPE 'X' GYPSUM BD. COVER W/ 5/8" GYP BD. AND FINISH WITH T -4 TILE. SECURE TO DEMISING WALL METAL STUDS. SEE DETAILS THIS SHEET. tit •: •r•• .•s \� .:IIL > \. -•.:.. �.. >:. , ti:hz,- V i..�i� ;„; . =`:i..L FURNISH AND INSTALL METAL TO MATCH D WALL • c, r >," • "X" W,.=.0 .., D PER U .y Doog >+ FIRE I \r�i;. i.: �Kr ��: u� i.a ..e..i•i�,�`C?: >'C: Z\ i ?. .., ,. =�: :� BOTH IN_FILL rDOR FINISHES. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL AT 16" O.C. & 3 -5/8" METAL STUD PART. WITH 5/8" WATER RESISTANT WALLBOARD ON BOTH SIDES OF WALL BETWEEN SALES /KITCHEN; TAPE AND SPACKLE; REMAINING INTERIOR WALLS TO HAVE 5/8" WATER RISISTANT GYP. BD. BOTH SIDES, TAPE & SPACKLE. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL PANELS OVER GYPSUM WALL BOARD FROM TOP OF QUARRY TILE BASE TO BOTTOM OF HOOD. ALONG THE LENGTH OF THE HOOD AT BACK AND SIDES. GENERAL CONTRACTOR SHALL INSTALL 1 -1/2" X 1 -1/2" 16ga.S /S CORNER GUARDS OR END CAPS FLOOR TO CEILING AT ALL OUTSIDE CORNERS WITHIN THE PREP. ROOM, SCREW FASTEN AND SEAL WITH CLEAR SILICONE. TYP. ALL OUTSIDE CORNERS. SEE DETAIL 4/A -2. QUARRY TILE FLOOR FINISH QT -1 TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR PER LATEST ADDITION OF THE TILE COUNCIL OF AMERICA, INC. "HANDBOOK FOR CERAMIC TILE INSTALLATION" #F113 -94 FOR INTERIOR FLOORS. PROVIDE SANDED GROUT WITH ACRYLIC ADDITIVE; INSTALL PER MANUFACTURER'S SPECIFICATIONS. OVER WATERPROOF MEMBRANE SEE DETAIL 4/A -2 CUT OUT FOR EQUIPMENT. VERIFY SIZE PRIOR TO CUTTING COUNTER TOP. SEE EQUIPMENT PLAN AND SCHEDULE. EXISTING LANDLORD STRUCTURE COLUMN NOT TO BE CHANGED OR MOVED. RETAIN FIRE WRAPING IF EXIST. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL 2 LAY -IN CEILING SYSTEM AS INDICATED ON REFLECTED CEILING PLAN. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL 5/8" TYP. "X" GYP. BD. CEILING AND PAINT P -1 GENERAL CONTRACTOR SHALL INSTALL NEW CASEWORK PROVIDED BY OWNER COORDINATED WITH EQUIP. SUPPLIER,SEE SECTIONS SHEET #A -4 . INSTALL ALL FINISHES AS SPECIFIED. ALL JOINTS IN AND AROUND CABINETS, SINKS, VENTILATOR, ICE BIN, ETC., TO BE SEALED WITH CLEAR SILICONE SEALANT. PROVIDE BLACK PLASTIC WIRE WAY GROMMETS AT ALL DRILLED OPENINGS. GENERAL CONTRACTOR SHALL REFURBISH ANY L.L. AREAS DAMAGED AT THE STOREFRONT TO A LIKE NEW CONDITION. ( NEUTRAL PIERS, NEUTRAL BANDS, ETC. ) GENERAL CONTRACTOR WILL CONTACT THE LANDLORD'S SPRINKLER AND /OR FIRE ALARM CONTR. FOR ALL ADDITIONS AND REVISIONS TO THE EXISTING SYSTEM AT THE CONTR'S EXPENSE. SPRINKLER CONTRACTOR TO PROVIDE NECESSARY DOCUMENTS FOR CONSTRUCTION AND PERMITTING UNDER SEPARATE COVER TO THE ARCHITECT, LANDLORD AND GOVERNING AUTHORITIES FOR APPROVAL PRIOR TO ANY MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM. COORDINATE MODIFICATION SCHEDULE W/ L.L. FIELD REP. SYSTEM IS TO BE FULLY CHARGED AND OPERATIONAL WHEN G.C. IS OFF SITE. FINAL SPRINKLER LAYOUT TO BE DETERMINED BY SUBCONTRACTORS SHOP DRW'GS. 119 MECHANICAL DIFFUSERS SEE M -1 FOR EXTENT OF MECHANICAL WORK DOG SCHEDUILE MARK DESCRIPTION TYPE B FINISH P -1 JAMB STEEL U.L. LABEL "B" JAMB FINISH P -1 JAMB DETAIL REFLECTED CEILING NOTES: HARDWARE 3 STANLEY HINGES: FBB179, 4- 1/2 "x4- 1 /2 ",NRP, 26D SCHLAGE LOCK, D PD RHODES, sa , 626 (LEVER HANDLE) NORTON L 301BF N 1 CLOSER, P$ S B ALUM. 1 KICK PLATE, 12x2 "LDW, 32D 1 IVES VIEWER, 698B26D 1 STOP AS REQUIRED 3 SILENCERS 1 THRESHOLD 'PEMKO' #2005 AT ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO R CONCEALED POP OF COVER TYPE. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTSAND { NOT FROM DECK ABOVE. ALL SUPPLY AND RETURN GRILLS IN FORWARD SELLING AREA IS TO BE PAINTED TO MATCH CEILING. CEILING SUPPORTS SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION. { LAY IN ACCOUSTICAL TILES CEILING MAY NOT BE USED IN FORWARD SELLING AREA. TILE TO HAVE NOISE REDUCTION COEFFICIENT OF 0.60 - 0.70 WITH A MINIMUM ROOM TO ROOM ATTENUATION FACTOR OF 0.40 DECIBELS AND MUST MEET ALL CODE, FLAME SPREAD. FUEL AND SMOKE DEVELOPMENT FACTORS.< 2i (5) 3 5/8" DPx2 " -5/8" X 16 GA. METAL JOISTS EQUALLY SPACED WITH 3/4" PLYWD. SHEATHING. EXTERIOR GRADE EXIST. DEMISING WALL 1/2" =1' -0" FRAMING ALAN 5/8" WATER RESISTANT GYP. BD. PAINT SEMI GLOSS (WHITE) T -4 (WALLS) IMAM I I I I _ - - COND. AT WALL I I SHOWN DOTTED _LLf 1 -1/2" •1' -0" 3 -5/8 "X18 GA. MTL. STUD WALL BELOW F R T EXTERIOR GRADE 3/4" PLYWD. SHEATHING PVC. CORNER GUARD 3 5/8" MTL. JOISTS T -4 END JOISTS 3 5 /8 "DPx2 "x16 GA. DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: r U U— W U 0— REVISIONS Q REVISED PER LANDLORD 1/23/08 DAVID WATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p, 813.289.3336 f. 813.289.3332 REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON FLOOR PLAN, CEILING PLAN & NOTES SHEET NUMBER Aw1 OF.5 RECESSED WD-1 CUTTING BOARD PANEL , :-Ys;Q51 ,..1•;...p•tt41 ,i''"•:::•?:$0. ter Mminm :-1?:.••■• i•l• • ■ ET TM. nr: KAN PIER 0: • • Ink:N. •kg..; pc: 'N\ • '‘‘ • \ STAINLESS STEEL HARDWARE FOR GLASS SUPPORT 1/2" TEMP GLASS SNEEZE GUARD OVER GRANITE LANUL:ORD TO r-APPLY GRAPHIC SIG-NAGE SQUARE P'EG DESIGN ON TYPF4 DRYWALL ;TYP) SUSPENDED C„ElL 'NG ELEMENT NAM LEASE LtM ANDLORD TO INSTALL LAGUNA CREAM STONE TILE (OR U-AP PROVED MIERLAL) ON FIUMT FACE QF COLUMN GOVER frf Fe) TENANT • COUNTERTOP . !Y Re•aND . ...;,..6,.... ti,‘,...,...2i \ k, • 4,,,,,, ,Ms , :+:` , •:■,, , t.J.,7,7. %MI \ 4 .-- TENANT TO FURNISH SIGNAGE INSERT LANDLORD FURNI$14,7D SIGNAGE FRAME MD SUPPORT ELMNTS INSET INTO DEM IS I:NG WALL - (SEE D1AIL 4 EXTENT', AUJM TRIM TO • MCP‹ OF HO= ENTRY :PARTITON BY TENANT Of \. TENANT GOONTERTOF TENANT DEMISING WALL: LANDLORD SHALL INSTALL 6n —LA.GUN.A CRLAM STONE T ILE (OR Li.--APPROAD MATMIAL) TO 81. METAL sl'oas SLA8 • SLAS - TENANT $HALL FURNISH AND PROCURED :BY LANDLORD FOR N5TALL 1 TYPE "X' Ci'fF50•41 TENANTS USE INSTALLATION OF STONE Bn.ARD AND APPROVgn WALz TILE AtiD REI MBLIRSEtql ENT OF STONE. FtI TILE CO$T TO LANDLORD SNAIL EiE TENANT'S RESPONSIBILITY, (TYP) ELEV TILE LAYOUT (STAGGERED TENANT LA(OUT) LAGUNA CREAM STONE TILC (OR LL-APPROVED TERIAL) ()A F.4,C,F (V: COL OPAN COVER INSTALLED DY LANDLORD CrYP) LEASV LINE ALL 4 ; f DETAIL 13: PLAN (COLUMN COVER & SIONAGE WRAP) 1.....04)LORD TO APPLY GRA.PHIC SICMAGE Y SQUARE PEG DESIGN ON TYPE-4 DRYWALL (n.TP,t LANCLO RD FURNISHED SIGNAGE FRAME AND SUPPORT ELEMENTS AROUND COLUMN cOVER . re - fa) LINE OF TENANT GOLINTER FC-12 MAFL TILE INSTALLED EY LANOLORD TO MATCH PAVINC' PLAN C,65% OF ST 1 OF ST-210N LI CMO (SHT, AP2,2-11 ON FRONT FACE (CENTER PORTION ONLY OF coLum COVE TYP). DEMISING WALL P;ELOW 1 ION BOX 'NS:HEM k- - • - . 1 .••_,4 , • :: , — LANDLORD FURNISHED i SIGNAGE FRME mr, , SUPPORT E LEkiENTS '---TENANT DEMISING WALL BY• LANDLORD DATE: 12-24-07 JOB NO: 0734 DRAWN: CHECKED: CI CI REVISIONS DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 ANK1 REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON LANDLORD STOREFRONT DETAILS SHEET NUMBER OF.2 LU MARK RESPONSIBILITY QNTY DIMS ITEM/ 10 11 12 16 18 26 32 34 51 gouipmENT UST 17 24 39A 39B 40 42 44 46A 47A 47B SERVICE COUNTER AREA (CSCI) POINT OF SALE SYSTEM (OSCI) DROP IN PAN (OSCI) BAG -IN BOX (OSCI) SODA DISPENSER/ ICE BIN 2 (OSCI) COLD -CUP DISPENSER (OSCI) REAR/SIDE COUNTER (CSCI) MENU BOARD (SSCI) CONDIMENT HOLDER (CSCI) DRINK DISPENSER (OSCI) GAS GRIDDLE /RANGE (OSCI) ELECTRICAL GRILL (OSCI) HEAT LAMP STRIPE (OSCI) HIGH VOLUME GAS FRYER (OSCI) EXH. HOOD (OSCI) ANSUL SYSTEM TANKS AND CONTROL PANEL 29 ICE MAKER ICE BIN 3 -COMP. SINK (OSCI) MOP SINK SANDWICH TOP 39 REFRIG. REFREGIRATED COLD WELL WORK TOP FREEZER WATER HEATER (CSCI) WALL SHELF (OSCI) N : , SHELF UNIT (OSCI) HAND SINK DROP IN (OSCI) HAND SINK WALL MOUNTED (OSCI) 2 DOOR FREEZER (OSCI) 2 DOOR COOLER (OSCI) ELECT. PANELS (CSCI) KITCHEN SALES COOKING (OSCI) (3) 4.375 "D 5.875 "D 1 1 3 1 1 1 VARIES PLAN VARIES 1 SEE PLAN 8 1 1 1 96 "W 1 30 -1/2 "D 40 -1 /2 "H 24 "W 1 24 "D 32.31" W 2 31.5" D 46" H 28" W. 1 19.5" D. 48 -3/8" W 1 30 "D 33 "H 1 VARIES CUSTOM FABRICATED 1 SEE SEE SECTIONS PLAN 1 34" W 39" D 36" H 62" W 1 35" D 33" H CUBER 22° W. 1 30.1/4" H FLOOR QUARRY TILE QT -1 QUARRY TILE QT -1 QUARRY TILE QT -1 12" W 35" D 15" H 24 "H BIN 30" W. 34" 0 44" H. 14 "D 74 "H SEE PLAN 14 -1/2"W 1 16 -1/2 "D casio #QT -8000 COORD. W /OWNER COKE CO. "SITCO" #WRD -6 ; REQ. 110V/20 AMP GRND. OUTLET ; 1/2" CW REDUCED TO 3/8" W /GATE VALVE. 1 -1/2" DRAIN 'TOMLINSON" MODEL #ELC -1002 "TOMLINSON" MODEL #ELC -1020 CUSTOM FABRICATED STAINLESS STEEL CUSTOM FABRICATED SEE SECTIONS COORD. WITH OWNER CRATHCO 035 115V/60 HZ, 8.5 AMPS VULACAN #GH60T/45 TAYLOR COMPANY QS12 CUSTOM HATCO OVERHEAD WARMER HEAT LAMP ULTRAFRYER. SYSTEM MODEL# B- P30 -14 -4 360,000 BTU /HR 120V/60 HZ/ 10 8.5 AMP W /LIGHT FIXTURES SEE HOOD DRAWING "ANSUL" PRE -ENG. LIQUID CHEMICAL FIRE SUPPRESSION SYS. W /FIXED NOZZELS. SYS. TO BE UL CLASSIFIED AND INSTALLED PER NFPA #96 REQ. SYSTEM SHALL BE CAPABLE OF AUTOMATIC AND MECH. OPERATION W /AUTO SOLINOID GAS VALVE SHUT DOWN. "MANITOWOC" #SN950 CUBER AIR COOLED: 208- 230/60/1 15.0 AMPS 3 WIRE W /NEUTRAL FOR 115V "EAGLE" MODEL #412- 18 -3 -18 R&L BOWL SIZE 24x18; PROVIDE W / "FISHER" #3254 BACKSPLASH MOUNTED FAUCET FIAT 2424 SPECIFICATIONS: DELFIELD 4432 mega top ref. 115/60/1 7.2 AMPS 1/5 HP APW WYOTT CW -1 1/5 HP. 4 AMPS TRUE TWT -48F 115/60/1 5 AMPS 1/5 HP SEE PLUMBING "METRO" WALL UNIT SEE PLAN FOR WIDTH "EAGLE" 4 -TIER COATED WIRE SHELVING CATALOG #1860Z W /P74 -C POSTS "EAGLE" MODEL #HSA -10 -F 10 "W "ADVANCE" 1 14 "D MODEL #01 -1 -10 10 "H WALLS WHITE CER. TILE T -4 CER. TILE SEE ELEV. 52" TRAULSEN #G22010 35" D. 115/60/1 NEMA L14 -20P PLUG 83" H. 14.9 AMP 3/4 HP 58" L TRAULSEN #RHT232WUT -FHG 35" D. 115/60/1 NEMA L14 -20P PLUG 83" H. 10.4 AMP 1/2 HP SEE ELECTRICAL DWG. ROOM FINISH SCHEDULE STAINLES STEEL PANELS SEE ELEV. • CEILING WASHABLE VINYL FACED LAY -IN TILE SCP -1 PAINTED RED, GB -1 P -2 PAINTED SOFT BEIGE, GB -1 MED 5 PANELS :r?.9 SEE PLUMBING cJwl. o` BASE REMARKS: PROVIDE AND INSTALL MARINE GRADE PLYWOOD AT ALL WET AREAS INCLUDING BEVERAGE AND STEAM TABLE AREAS. FIELD VERIFY EQUIP. BEFORE MAKING ANY CUTS IN THE COUNTER TOP. FITS CUT OUT MEASURING 23 -1/4 "x23 -1/4" CONTACT SANDY MANUEL(813)973 -3465 TO COORD. DEL1V. FIELD VERIFY EQUIPMENT BEFORE MAKING ANY CUTS IN THE COUNTER TOP. MUST BE PROVIDED W/ LEGS, STAND AND CASTERS . MUST BE UNDER HOOD VENTING 200 F.F.M. FER SQ. FT. OF EQUIP. SURF. 3/4" GAS INLET IS LOCATED AT LEFT REAR. GAS PRESSURE MUST BE 6" W.C. FOR NATURAL OR 10" W.C. FOR PROPANE BTU /HOUR TOTAL = 150,000 BTUH PROVIDE DORMONT QUICK DISCONNECT SYS EM. 208 VOLT/ 60 HZ / 30 PROVIDED W/ L15 -30P 9.6 KW, 27 AMP GLO -RAY® INFRARED FOODWARMER, HIGH WATTAGE, TUBULAR METAL HEATER ROD, SINGLE HEATER ROD HOUSING, ALUMINUM CONSTRUCTION, 1100 WATTS, UNIT TO BE VENTED UNDER CANOPY W/MECH. EXHAUST SYS. 3/4" I.P.S. MANIFOLD AND GAS CONNECTION. PROVIDE " DORMONT" QUICK DICONNECT SYSTEM. GAS PRESSURE TO BE 6" W.C. FOR NATURAL OR 11" W.G. FOR PROPANE. LENGTH & WIDTH VARY, SEE PLAN AND HOOD SHOP DWGS. EXHAUST /SUPPLY DUCTS TO BE CUSTOM SIZED FOR CONTROL OF SMOKE FROM WOK. ASSEMBLY, TESTING AND CERTIFICATION BY GEN. CONTR. INSTALL SYSTEM AS CLOSE TO CEILING AS POSSIBLE. MIN HGT. TO BOTT. OF UNIT TO BE 6' -6" AFF. NOTE: NOZZELS AND PIPING IN PUBLIC VIEW SHALL BE CHROME FINISHED. ELEC: FOR EMERGENCY SHUT OFF, CONNECT CONTROL PANEL TO SOLINOID FOR SHUT DOWN OF GAS SUPPLY UPON ACTIVATION. PLUMB:CONNECT ANSUL TANKS TO HOOD W/ RED PAINTED PIPE. INSTALL GAS SOLINOID VALVE SIZED PER PIPE SIZE. ALLOW 6" AIR CLEARANCE @ BACK OF UNIT. ELEC: 208- 230V/60/1 - 7 AMPS SIMPLEX @ 80" AFF (3 WIRE WITH NEUTRAL FOR 11W) PROVIDE 6' CORD AND PLUG TO UNIT. PROVIDE 3/4" INDIRECT WASTE DRAINS FROM BIN & CUBER. 3/8" 0.0. CONDENSATE AND 1/2" INDERECT B570 WASTE FROM CONDENSER TO FLOOR DRAIN. MAINFOLD AS REQUIRED. PROVIDED W/1 - 1/2" IPS BASKET TYPE WASTE. PROVIDE 1/2" IPS HOT & COLD WATER CONNECTIONS. PROVIDE W/T&S FAUCET SPRAYER #T- 40/B129BV W /ADD ON FAUCET #6156 ADF. �> ;,;;.sY �� :'•;fix s:.��: QTB -1 QTB -1 QTB -1 GEN. CONTR. SET SHELF HGTS. AS FOLLOWS: BOTTOM SHELF:6" A.F.F. / SECOND SHELF:24" A.F.F. THIRD SHELF:48" A.F.F. / FOURTH SHELF:72" A.F.F. PROVIDE 1/2" IPS HOT & COLD WATER CONNECTIONS PROVIDE 1/2" IPS HOT & COLD WATER CONNECTIONS / .: FLOOR (QT-1) BASE CQTB -1) COVED TILE BASE - 6" HIGH, "DAL -TILE" TO MATCH QT -1 WALLS II NM T -4 COUNTERS CGR -1) 3/4" THICK GRANITE "TROPICAL BROWN" INSTALLED PER MANUFACTURER'S RECOMENDATIONS WD -1) 1 -1/2" THICK ULTRA PREMIUM HARD ROCK MAPLE EDGE GRAIN COUNTER TOP CUTTING BD. CEILINGS CSCP -1) SUSPENDED CEILING PANELS: 2'x4' VINYL CLAD GYPSUM ROCK, "USG ", GRID: CHICAGO METALIC: SERIES 830 ALUMINUM W/ WHITE FINISH #41 (GB -1) GYPSUM BOARD, CEILING- 5/8" TYPE "X" PAINTED PER REFLECTED CEILING PLAN MISC. OMB P -1 P -3 1. P -4 ) MATERW A tBREYlA710NS: "DAL - TILE 6 "X6" "ARID GRAY" #Q42 SMOOTH ABRASIVE, TILE HAS WET -DRY S.C.O.F. OF 0.73-0.90 INSTALL WITH CADET GRAY COLOR GROUT. SEE CONSTRUCTION NOTES AND SPECIFICATIONS FOR INSTALLATION PROCEDURES. 12X12 MOSAIC SHEET BY KPTILES (248- 853 -0418) RASPBERRY ILLUMINATI MOSAIC TILE, WITH WHITE COLORED SAND GROUT. 4- 1/4 "X4 -1/4" DALTILE GLASS REFLECION "WHITE ICE #CR13" 6 "X12" ASI PORCELAIN COLLECTION FLCCD344 PHOENIX STYLE 4X4 WHITE CERAMIC TILE. "DAL- TILE" #D -100 WITH MATCHING COLORED SAND GROUT. 1/2" THICK SOLID SURFACE MATERIAL, CORIAN, COLOR SILT TO BE INSTALLED PER MANUFACTORER'S RECOMENDATIONS. PAINT METAL DOOR & FRAME ETC.: "SHERWIN WILLIAMS" CELU -TONE SATIN LUSTER ENAMEL; WHITE, USDA APPROVED. BENJAMIN MOORE RED (2000 -10) BENJAMIN MOORE SOFT BEIGE (2156 -60) BENJAMIN MOORE RACING ORANGE (2169 -10) STAINLESS STEEL. NOTE: 1. ALL FINISHES TO BE MIN. CLASS "C ". 2. ALL MATERIALS USED FOR INTERIOR FINISHES AND TRIM SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. FINISH IN EQUIPMENT NOTES: TION NOTES: BRING INCONSISTENCIES BETWEEN FINISH MATERIAL NOTES, FINISHES PLAN, INTERIOR ELEVATIONS & DETAILS TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO ORDERING MATERIALS OR BEGINNING INSTALLATION. 2 . SUBCONTRACTORS MUST EXAMINE EACH INSTALLATION AREA FOR CONDITIONS INTERFERING WITH PROPER, TIMELY, OR ACCEPTABLE COMPLETION OF THE WORK & SHALL NOTIFY THE GENERAL CONTRACTOR OF UNACCEPTABLE CONDITIONS REQUIRING ATTENTION BEFORE FINISH MATERIAL INSTALLATION. 3 . DO NOT BEGIN FINISH MATERIAL INSTALLATION BEFORE UNACCEPTABLE CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE GEN. CONTRACTOR & ARCHITECT FOR THAT PORTION OF THE WORK. 4 . PERFORMANCE OF THIS WORK BY THE INSTALLER INDICATES ACCEPTANCE OF ALL SUBSTRATE CONDITIONS & ASSUMPTION OF RESPONSIBILITY FOR COMPLIANCE WITH MATERIAL INSTALLATION QUALITY' STANDARDS. 1. ALL EQUIPMENT AND SIGNAGE SHALL BE PURCHASED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. 2. FOOD SERVICE AND BEVERAGE DISPENSING EQUIPMENT SHALL COMPLY W/ NSF REQUIREMENTS AND REQUIREMENTS OF LOCAL HEALTH OFFICIALS HAVING JURISDICTION. 3. INSTALLATION AND CONNECTION OF ALL FOOD SERVICE EQUIPMENT IS TO BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE INDICATED. 4. SHELVING UNITS SHALL BE ASSEMBLED AND SET IN PLACE BY THE GENERAL CONTRACTOR. 5. FOOD SERVICE EQUIPMENT REQUIRING AN ELECTRICAL CONNECTION IS TO BE FURNISHED W/ CORD AND PLUG UNLESS OTHERWISE INDICATED. 6. VERIFY THE ELECTRICAL AND MECHANICAL REQUIREMENTS OF FOOD SERVICE EQUIPMENT PRIOR TO INSTALLATION. 7. SINKS SHALL BE PROVIDED W/ DRAIN TAILPIECES AND F1l TINGS. THE GENERAL CONTRACTOR SHALL PROVIDE SHUT -OFF VALVES, SUPPLIES AND TRAPS NECESSARY TO CONNECT SUCH SINKS. 8. PROVIDE A SHUT -OFF VALVE AT HOT AND /OR COLD WATER SERVICE TO EACH PIECE OF EQUIPMENT REQUIRING WATER CONNECTION(S). 9. PROVIDE A BACKFLOW PREVENTER AT EACH PIECE OF EQUIPMENT REQUIRING WATER CONNECTIONS. ( NOT INCLUDING SINKS ) NOTE: THE ABBREVIATIONS NOTED ON THE EQ. SCHEDULE: "O.S.C.I." STAND FOR: 0= OWNER C= CONTRACTOR 5= SUPPLIED I= INSTALLED A B SURFACE MOUNTED SOAP DISPENSER BOBRICK #B -87 SURFACE MOUNTED PAPER TOWEL DISPENSER - BOBRICK #B2621 ut EXISTING FILL VOIDS WITH U.L. #HW -S -0009 (1 -HR) EXISTING DECK EXISTING SEAL TO DECK 100 JOINT TAPE & COMPOUND VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD, JOINTS REINFORCED. EXISTING SLAB ALL FIRE -WALL PENETRATIONS TO BE INSTALLED PER U.L. NUMBERS: WL 1001 WL 2002 WL 1002 WL 2003 WL 1003 WL 2004 WL 5001 WL 2005 WL 5002 TYP. WALL SECTION AT EXIST. DEMISING WALL SCALE: 3/4" = 1` -0" T -4 SEE ELEV. TILE T -4 OVER GYP. BD. N U.L. DESIGN NO. U425 NONBEARING WALL RATING - 1 HR. WATER PROOF MEMBRANE LATICRETE 9235 INSTALLED PER MFG. SPECIFICATIONS. PERIMETER FLOOR. (KITCHEN & SALES) TYPE OF WATERPROOFING SUBJECT TO L.L. AP•ROVAL FLOOR TILE 100 5/8" TYPE 'X' GYPSUM BD. FROM FLOOR TO UNDERSIDE OF ROOF DECK N SDE CO SCALE: 3" = 1' -0" kom ica PERIMETER WATER PROOFING DETAIL ',U -O` >AC SCA N.T.S 5/8" 5/8" L5 MIL. STUDS --- LEASE LINE -- _ EXISTING FLOOR & CEILING RUNNER: 20 MSG (MIN.) GALV. STEEL 1 IN. HIGH, RETURN LEGS 3 -5/8 IN. WIDE (MIN.) ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. 100 GYPSUM WALLBOARD: 5/8 IN. THICK, TYPE X, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S SELF - TAPPING STEEL SCREWS SPACED 8 IN. D.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. U.S. GYPSUM CO. -TYPE 'C' OR EQUAL. EXISTING STEEL STUDS: 3 5/8" IN. WIDE (MIN.) 1 - 1/4 IN. LEGS, 3/8 IN. RETURN, FORMED OF 25 MSG (MIN.) GALV STEEL MAX STUD SPACING 24 IN. O.C. EXIST.FLOOR & CEILING RUNNER: 20 MSG (MIN.) GALV. STEEL 1 IN. HIGH, RETURN LEGS 3.5/8 IN. WIDE (MIN.) ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. QTB -1 BASE SALES AND KITCHEN AREA, 5/8" WATER RESISTANT GYP. WALL BD. TILE, SEE ELEVATIONS CLEAR SILICONE SEALANT 'ALL' INSIDE TILE CORNERS TILE SEE ELEVATIONS low 16 GA S/S ANGLE CORNER GUARD, SET IN PLACE WI STR'L ADHESIVE & SILICONE ALL EDGES SCALE: 1 1/2" = 1' - 0" PLAN VIEW 3 A -2 16 GA.S /S END WALL CAP GUARD, SET IN PLACE WI STR'L ADHESIVE & SILICONE ALL EDGES FIRE EXTINGUSHERS -CLASS K CLASS K FIRE EXTINGUISHERS SHALL BE PROVIDED FOR HAZARDS WHERE THERE IS A POTENTIAL FOR FIRES INVOLVING COMBUSTIBLE COOKING MEDIA. [NFPA 10:4.3.2] CLASS ABC FIRE EXTINGUISHERS. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH CLASSIFICATION, RATING, AND DISTRIBUTION REQUIREMENTS OF NFPA 10. [NFPA 1: 13.6.1.2] O7 SODA DISPENSERS NEED TO BE SLIM -LINE WITH NO COPORATE GRAPHICS. CEILING - SUPPORT WIRE SUSP. CLG. STAINLESS STEEL TRIM HOOD SCALE: 3" = 1' -0" STAINLESS STEEL • • ��1�M Err a, MOM MEM MUM M 0 0 0 0 0 THERE ARE NO FREE STANDING ITEMS ALLOWED AT FRONT COUNTER. SERVICE ITEMS MUST BE PLACED UNDERNEATH FRONT COUNTER. EQtJtPMENT PLAt SCALE: 1/4" = 1' -0" • AT Boob c 3" S/S CHANNEL WELDED TO HOOD BY MANUFACTURER ■ • CA r 0 ft- Of* 8 MA #12 /GA 6A VERTICAL WIRE © 48" 0.C. MAXIMUM (EW) � -1/8" POP RIVET ALL MEMBERS ONE WALL ACOUSTICAL CLG 11LE -CONT. MTh WALL ANGLE CONT. HORIZONTAL 'T' RUNNERS TYPICAL EACH WAY 1- CROSS RUNNER ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. NOTE 1. ACOUSTIC 11LE CEILINGS, LIGHT FIXTURES & DIFFUSERS ARE TO BE IN CONFORMANCE WITH UBC STANDARDS 25 -2 2. ALL LAY -IN PANELS SHALL BE SECURED TO THE SUSPENSION SYSTEM WITH TWO HOLD DOWN CUPS MINIMUM FOR EACH TILE W /IN A 4' -O" RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS. 3. INDEPENDANT SUPPORTS AND BRACES SHALL BE PROVIDED FOR LIGHT FIXTURES REQ'D FOR EXIT ILLUMINATION. #12 PERIMETER WIRE HANGERS MAX FROM WALL: TYPICAL FOR ° MAIN AND CROSS RUNNERS 0 0 0 6 ABOVE COUNTER GRANIT TRIM /SHROUD TO FURTHER CONCEAL` UNITS SEE DETAILS ON SHEET A-4 h \ . STORAGE self service ordering Mart 614 eit•OilMeed GLASS SNEEZE GUARD PROVIDE 1/2" CLR SPACE BTWN WALL & TILE COMPRESSION STRUT HANGER (� 12' -0" O.C. #12 6 GA. SPLAY WIRE BRACING IN PLANE OF EACH RUNNER. START W /IN 6' -0" OF WALL AIN RUNNER OR METAL 'T' CHANNEL AT ACOUSTIC TILE CEILING GRID x#12 WIRE HANGERS ® 48" O.C. SUSPEND FROM STRUCTURE ABOVE CEILING DIAGONAL BRACING CO 12' -0" O.C. EACH WAY. OMIT WHERE ROOM IS LESS THAN 144 SQ. FT. TYPICAL CEILING SEISMIC BRACING GRID PLAN FEB 15 2006 PERNIO CLNTE l DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: REVISIONS / 1 REVISED PER LANDLORD 1/23/08 J F- F- Agc W DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON EQUIPMENT PLAN, SCHED. DETAILS, FINISH SCHED. SHEET NUMBER Awr2 OF.5 I PENDANT LIGHT GLASS SUPPORTS 1/2" TEMP GLASS SNEEZE GUARD 12" BASE L S. 8' - 8" LANDLORD TO APPLY GRAPHIC SIGNAGE BY SQUARE PEG DESIGN ON TYPE-4 DRYWALL (TYP). LANDLORD TO APPLY GRAPHIC SIGNAGE BY SQUARE PEG DESIGN ON TYPE -4 DRYWALL (TYP). LANDLORD FURNISHED BULKI IC WALL, INDICATED BY HATCHED AREA. SOFFIT UNDER BULKHEAD BY CONTRACTOR. L.L. BULKHEAD LANDLORD FURNISHED SIGNAGE - FRAME AND SUPPORT ELEMENTS INSET TO DEMISING WALL. 'CHICKEN NOW'. SIGN, SIGN CONTRACTOR SHALL SUBMIT SHOP DRAWING TO L.L. FOR APPROVAL. LANDLORD TO INSTALL LAGUNA CREAM STONE TILE (OR ALL APPROVED MATERIAL) ON FRONT FACE OF COLUMN COVER (TYP) 2' -10" 4 1 "1 - 0P OF COUNTER EXIST. LANDLORD NEUTRAL PIER LEASE LINE FINISH FLOOR EXISTING L.L. NEUTRAL PIER WITH FINISHES TO REMAIN. NOTE: ALL CABINETS VISIBLE TO PUBLIC MUST HAVE EITHER HINGED OR SLIDE SLIDING DOOR TO HIDE ALL STORAGE ITEMS. SOFFIT UNDER BULKHEAD WRAPED W/ 1/2 "CORIAN SOLID SURFACE SM -1 LANDLORD FURNISHED SIGNAGE FRAME AND SUPPORT ELEMENTS INSET TO DEMISING WALL. 'CHICKEN NOW'. SIGN, SIGN CONTRACTOR SHALL SUBMIT SHOP DRAWING TO L.L. FOR APPROVAL. 6" BASE ( S -S 3/4" chicken new CHICKEN NOW" :ONTRACTOR TO S R SUBMIT : . SIGN DRAWINGS TO L.L. 'OR APPROVAL chicken VINYL ART MURAL UNDER 1/4" TEMP. GLASS PANELS LANDLORD (BULKHEAD WALL, INDICATED BY HATCHED BY L.L. 1/2 BY TENANT 3' -5/8" METAL STUDS // 0f FRAMING & BRACING ALUM. REVEAL BY TENANT BEHIND GLASS GYP. BD. CLG. CP BOTT. OF SOFFIT ( P-3 ALUMINUM REVEAL BY CONTRACTOR SEE DETAIL A 3 -5/8 M.S. WITH 5/8" GYP. BD. BOTH SIDES FINISH PER 4X4 GLASS TILE 1 / \ OPEN e a -a 5/5 / l 3' -5/8" METAL STUDS FRAMING & BRACING VINYL ART MURAL UNDER 1/4" TEMP. GLASS PANELS BEYOND SCALE: 1/2" = 1 L L RECESSED LCD SCREENS MENUS 0 ELEVATE• BEYOND L—s /s PANELS 4X4 GLASS TILE CODE COMPLIANCE APPROVED E: 2 7 Turd LANDLORD TO APPLY GRAPHIC SIGNAGE BY SQUARE PEG DESIGN ON TYPE -4 DRYWALL (TYP). LANDLORD FURNISHED BULKHEAD WALL, INDICATED BY HATCHED AREA. 12' -10 " A.F.F. GYP. BO. CLG. CONTRACTOR SHALL FURNISH SIGNAGE FRAME AND SUPPORT ELEMENTS. EXIST. LANDLORD COLUMN LEASE LINE 'CHICKEN NOW'. SIGN, SIGN CONTRACTOR SHALL SUBMIT SHO DRAWING TO L.L. FOR APPROVAL. PENDANT LIGHT FIXTURE @ 6' -6" A.F.F. TOP OF COUNTE C-0" FINISH FLOOR FEB 15 2008 PEI- M i CENTER DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: REVISIONS : \ REVISED PER. LANDLORD 1/23/08 DAVID H IATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON 1 STOREFRONT ELEVATIONTS AND SECTIONS SHEET NUMBER A -3 OF.5 // / / // , / / A / / A 1110 44 i I PENDANT LIGHT GLASS SUPPORTS 1/2" TEMP GLASS SNEEZE GUARD 12" BASE L S. 8' - 8" LANDLORD TO APPLY GRAPHIC SIGNAGE BY SQUARE PEG DESIGN ON TYPE-4 DRYWALL (TYP). LANDLORD TO APPLY GRAPHIC SIGNAGE BY SQUARE PEG DESIGN ON TYPE -4 DRYWALL (TYP). LANDLORD FURNISHED BULKI IC WALL, INDICATED BY HATCHED AREA. SOFFIT UNDER BULKHEAD BY CONTRACTOR. L.L. BULKHEAD LANDLORD FURNISHED SIGNAGE - FRAME AND SUPPORT ELEMENTS INSET TO DEMISING WALL. 'CHICKEN NOW'. SIGN, SIGN CONTRACTOR SHALL SUBMIT SHOP DRAWING TO L.L. FOR APPROVAL. LANDLORD TO INSTALL LAGUNA CREAM STONE TILE (OR ALL APPROVED MATERIAL) ON FRONT FACE OF COLUMN COVER (TYP) 2' -10" 4 1 "1 - 0P OF COUNTER EXIST. LANDLORD NEUTRAL PIER LEASE LINE FINISH FLOOR EXISTING L.L. NEUTRAL PIER WITH FINISHES TO REMAIN. NOTE: ALL CABINETS VISIBLE TO PUBLIC MUST HAVE EITHER HINGED OR SLIDE SLIDING DOOR TO HIDE ALL STORAGE ITEMS. SOFFIT UNDER BULKHEAD WRAPED W/ 1/2 "CORIAN SOLID SURFACE SM -1 LANDLORD FURNISHED SIGNAGE FRAME AND SUPPORT ELEMENTS INSET TO DEMISING WALL. 'CHICKEN NOW'. SIGN, SIGN CONTRACTOR SHALL SUBMIT SHOP DRAWING TO L.L. FOR APPROVAL. 6" BASE ( S -S 3/4" chicken new CHICKEN NOW" :ONTRACTOR TO S R SUBMIT : . SIGN DRAWINGS TO L.L. 'OR APPROVAL chicken VINYL ART MURAL UNDER 1/4" TEMP. GLASS PANELS LANDLORD (BULKHEAD WALL, INDICATED BY HATCHED BY L.L. 1/2 BY TENANT 3' -5/8" METAL STUDS // 0f FRAMING & BRACING ALUM. REVEAL BY TENANT BEHIND GLASS GYP. BD. CLG. CP BOTT. OF SOFFIT ( P-3 ALUMINUM REVEAL BY CONTRACTOR SEE DETAIL A 3 -5/8 M.S. WITH 5/8" GYP. BD. BOTH SIDES FINISH PER 4X4 GLASS TILE 1 / \ OPEN e a -a 5/5 / l 3' -5/8" METAL STUDS FRAMING & BRACING VINYL ART MURAL UNDER 1/4" TEMP. GLASS PANELS BEYOND SCALE: 1/2" = 1 L L RECESSED LCD SCREENS MENUS 0 ELEVATE• BEYOND L—s /s PANELS 4X4 GLASS TILE CODE COMPLIANCE APPROVED E: 2 7 Turd LANDLORD TO APPLY GRAPHIC SIGNAGE BY SQUARE PEG DESIGN ON TYPE -4 DRYWALL (TYP). LANDLORD FURNISHED BULKHEAD WALL, INDICATED BY HATCHED AREA. 12' -10 " A.F.F. GYP. BO. CLG. CONTRACTOR SHALL FURNISH SIGNAGE FRAME AND SUPPORT ELEMENTS. EXIST. LANDLORD COLUMN LEASE LINE 'CHICKEN NOW'. SIGN, SIGN CONTRACTOR SHALL SUBMIT SHO DRAWING TO L.L. FOR APPROVAL. PENDANT LIGHT FIXTURE @ 6' -6" A.F.F. TOP OF COUNTE C-0" FINISH FLOOR FEB 15 2008 PEI- M i CENTER DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: REVISIONS : \ REVISED PER. LANDLORD 1/23/08 DAVID H IATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON 1 STOREFRONT ELEVATIONTS AND SECTIONS SHEET NUMBER A -3 OF.5 -- ---"i A \/ \ \ S /STEEL PANELS ♦— C. - S/S PANELS Zfi \ HOOD \\, /4 8 J LLI I- LA U) A-4 OPEN PANELS 000000 FRYER � 24 FRYER � 24 FRYER t). a o FRYER — II 6BU.NERS m 16 24 39 fi 4 - - - - / r 1I IIII IIII •. Ifll I( I J 4. .."--■ `-1 QTB- f) �1 i SH ELF UNIT SIM. SH ELF UNIT (QTB- BAG -IN BOX. ELEVATION SCALE: 3/8" = 1' -0" ICE MACHINE SCALE: 3/8" = 1' -0" ELEVATSON SCALE: 3/8" = 1' -0" cn E�V SHELVES SEE 5/A -4 &7/A -4 D ■ FTT SHELF UNIT D DOOR ELECTRICAL PANELS cQ 2 1/2 "x12 GA STRAP. FT �-- �QTB -1) EL SCALE: 3/8" = 1' -0" SCP -1 2 1/2 "x12 GA STRAP. WATER HEATER OPEN OPEN TO KITCHEN A2 SCALE: 3/8" = 1' -0" WATER HEATER SOFFIT SCALE: 3/8" = 1' -0" SCALE: 3/8" = 1' -0" WRAP VINYL WALL MURAL WITH 1/4" TEMP GLASS PANELS AROUND THIS SIDE. (QTB 1� ELEVATION ELEVATION SCP -1 SCP -1 7 A -3A LEASE LINE 1/2" PLYWOOD BACKING 1/2" CORIAN SOLID SURFACE SM -1 4" STEEL STUD FRAME TENANT GYP. BD CEILING. 4, 12' --0" A.F.F. BOTT. OF SOFFIT 4" STEEL STUD FRAME 1/2" PLYWOOD BACKING 1/2" CORIAN SOLID SURFACE SM -1 1 1/2" LANDLORD BULKHEAD SO FEIT 0 13' --O A.F.F. GYP. BD. CLG. 1)02100f369 1/4" BACK PAINTED TEMP. GLASS PANELS P -4 PAINT COLOR. ORANGE BY TENANT /. "WRAP" TRIM AND BACK BOARD OF SIGNAGE 4' -9" MAX WITH hicken TIIIIIIIII� SCALE: 1" = 1' -0" 1/2" BY LL. 1' -0° 5' -0" 2' -O" 1' - O" 2' -0" 2' -1O" chicken now SCALE: 3/8" = 1' -0" ELEVATION 11/2" 2" DIMENSIONAL - INTERNALLY ILLUMINATED LETTERS MOUNTED TO LEDGER 13' -0" A.F.F. GYP. BD. CLG. 6 "X6 "X1/4 " STEEL ANGLE, SECURE TO STUDS W/ SCREWS. AS RE 'D 12' -0" A.F.F. BOTT. OF SOFFIT 10" LEASE LINE LANDLORD BULKHEAD 6 "X12 "X1/4" STEEL ANGLE, SECURE TO STUDS W/ SCREWS. AS REQ'D 'CHICKEN NOW'. SIGN, SIGN CONTRACTOR SHALL SUBMIT SHOP DRAWING TO L.L. FOR A F OVAL. 1 TENANT GYP. BD CEILING. T J ' REVIEWL) .. r- CODE COMPLIANCE APPROVED FEB 2 7 1L08 �}y� City y' T of Tukw BU yp F IL %� FT1�1 ✓'`!_F' P 'CHICKEN NOW'. SIGN, SIGN CONTRACTOR SHALL SUBMIT SHOP DRAWING TO L.L. FOR APPROVAL. LANDLORD FURNISHED SIGNAGE FRAME AND SUPPORT ELEMENTS AROUND COLUMN COVER (TYP.) 'CHICKEN NOW'. SIGN, SIGN CONTRACTOR SHALL SUBMIT SHOP DRAWING TO L.L. FOR APPROVAL. LANDLORD TO INSTALL LAGUNA CREAM STONE TILE (OR ALL APPROVED MATERIAL) ON FRONT FACE OF COLUMN COVER (TYP) FEB 15 2008 PERAili I GEN DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: REVISIONS 1 \ REVISED PER LANDLORD 1/23/08 DAVID H IATT ARCH! SECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 REGISTERED ED ARCHITECT DAVID W. HIATT STATE OF WASH, • ^ °�� STOREFRONT AND KITCHEN ELEVATIONS SHEET NUMBER A4A, OF.S co co CO C) HINGED DOOR ri (QTB -1) BASE, TYP. tt 10" 0 0 0 0 t:a PT 2X SUPPORTS CASH — REGISTER 0 0 HINGED DOOR 0/ PL PT 2X SUPPORTS SCALE: 1 -1/2" = 1' -0" 0 PL -2 2' -2" LINE OF SHROUD 0 0 0 2' -10" 0 0 ADJUSTABLE SHELF 2' -10" ABINfl SECTION SCALE: 1 -1/2" = 1' -0" 0 PL -2 ADJUSTABLE SHELF 0 0 O 0 2' -0" / SELF ORDERING / SERVICE • 0 0 0 O 0 N / " TILE PER ELEVATIONS 3/4" PLYWD., TYP. STAINLESS STEEL OVER 3/4" CEMENT BD. MALL FLOORING 3/4" GRANITE SLAB WITH ROUNDED EDGE. (GRW1) P.T. WOOD BLOCKING AS REQUIRED. MINIATURE LINEARE T5 FLUORESCENT SINGLE WIDTH STAGGERED. 6" LAMP OVE LAP. 3/4" PLYWOOD GUSSET BEYOND. INSTALL BETWEEN EACH 4' -0" SECTION OF LIGHTS 1 -1/2 "X1/2 "X1/8" CONT. S/S ANGLE. FLAT HEAD SCREW TO PLYWOOD @ 6" CTRS. 1/2 "x 1/2" CONT. METAL ANGLE SUPPORTS FOR DIFFUSER. 3/4" MARINE TYPE PLYWOOD, TYPICAL AT ALL CABINTES LEASE LINE 3/4 "(G R -1) TILE PER ELEVATIONS - o T-1 3/4" PLYWD., TYP. STAINLESS STEEL OVER 3/4" CEMENT BD. MALL FLOORING rider attcnoN caasH REGisffa LEASE LINE 3/4" (GR -1) N BASE, TYP. (QTB -1) BASE, TYP 0 f — NOTES HINGED DOOR O ! O rf.A0rAk / PT 2X SUPPORTS 0 PL -2 2' -10" 0 ADJUSTABLE SHELF 0 PL -2 O o , 0 O O O PT 2X SUPPORTS ABINET SECTION SCALE: 1 -1/2" = 1' -0" • CABINET CONTRACTOR TO FIELD VERIFY ALL NECESSARY DIMENSIONS AND WALL ANGLES BEFORE FABRICATION OF • EkNEFONTRACTOR IS COMPLETELY RESPONSIBLE FOR COORDINATION W /ALL TRADES AND EQUIPMENT SUPPLIER, FOR OBTAINING THE NECESSARY EQUIPMENT CUT SHEETS FOR EACH PIECE OF EQUIPMENT WHICH DIRECTLY EFFECTS THE CABINET STOR • EFRTNTL FLOOR SUPPORTED W /NO ATTACHMENT TO LANDLORD'S DEMISING PIERS OR BULKHEADS. • ALL PLYWOOD TO BE MARINE GRADE. 1' -4" 2' -10" 1' -6" it., VERIFY SIZE WITH EQUIP. SUPPLIE HINGED DOOR COUNTER stcrioN SCALE: 1 -1/2" = 1' -0" DROP IN COLD CONTAINER '.0 LEASE LINE 'L 3/4" (GR -1) TILE PER ELEVATIONS 0 N 3/4" PLYWD., TYP. STAINLESS STEEL OVER 3/4" CEMENT BD. MALL FLOORING WD -1 LEASE LINE 1/2" TEMP GLASS SNEEZE GUARD 3/4" (GR -1) GLASS SUPPORTS r 0 i 1/2" TEMP GLASS 7-I 3/4" GR -1 3/4" PLYWD., TYP. STAINLESS STEEL MALL FLOORING HINGED DOOR BASE, TYP. AIR GAP BETWEEN CONDENSATE LINE AND FLOOR SINK 0 T4r SCALE: 1 -1/2" = 1' -0" 2' -2" 2' -10" SODA — MACHINE VERIFY SIZE WITH EQUIP. SUPPLIER PT 2X SUPPORTS FLOOR SINK W/ HALF GRILL PL -2 SCALE: 1 -1/2" = 1' -0" 2'_2" EXISTING DIMISING WALL (SEE DETAIL 1 /A2 CONTINUOUS 4' -0" STRIP 9± RESCENCEILIGHT FIXTURES. MACHINE L Y VERIFY SIZE WITH EQUIP. SUPPLIER PL -2 PT 2X SUPPORTS FLOOR. SINK W/ HALF GRILL COUNTER siEcTioN 3/4" (GR -1) T ELEVATI PER ON 0 N 3/4" PLYWD., TYP. STAINLESS STEEL OVER 3/4" CEMENT BD. MALL FLOORING !NET SECTION @ SODA DISC. LEASE LINE 3/4" (GR -.1) 3/4" PLYWD., TYP. HINGED DOOR N BASE, TYP. (QTB -1) BASE, TYP. U0t) O 0 0 HINGED DOOR O O 1' -4" PT 2X SUPPORTS 1' -10 SCALE: 1 -1/2" = 1' -0" GAS GRIDDLE /RANGE 0 ADJUSTABLE SHELF 0 4 0 0 O 0 ( S -S 2' -10" 4 a i COUNTER stcrioN 0 0 o 0 0 .4 1' -6" M LOW WALL SOON SCALE: 1 -1/2" 1' -6" 1' - 0" NICHE FOR TRAY STORAGE / LEASE LINE 1/2" TEMP GLASS SNEEZE GUARD BEYOND 1/2" TEMP GLASS BEYOND 3/4" (GR -1) TYP. 3/4" PLYWD., MALL FLOORING 0 r-I 3/4" (GR -1) STAINLESS_ STEEL 0 N REVIEWEJ CODE COMPLIANCE APPROVED FEB 2'7 2nd City Of Tukwila BUILDING DI'.'TSION (2) 3/4" MARINE GRADE PLYWOOD CLAD W/ CLEAR SILICONE 1/2" TEMP GLASS OVER PAINT 3 -5/8" MTL. STUDS & 16" O.C. e ' WATER RESIST. GYP. BD. 6" HIGH WATERPROOF MEMBRANE 6" HIGH WATERPROOF MEMBRANE BASE,TYP. 2x6 BLOCKING b FEB 15 2006 PERMi e GENIE DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: A REVISIONS REVISED PER LANDLORD 1/23108 DAVID WATT ATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON SECTIONS AND DETAILS SHEET NUMBER OF.5 GENERAL CONDITIONS CONSTRUCTION DOCUMENTS DIVISION I THE CONTRACT FOR CONSTRUCTION INCLUDES THE CONSTRUCTION DOCUMENTS AND BY REFERENCE, THE WRITTEN AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. THE CONTRACT REPRESENTS THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THE PARTIES HERE -TO AND SUPERSEDES PRIOR NEGOTIATIONS, REPRESENTATIONS OR AGREEMENTS EITHER WRITTEN OR ORAL. THE CONSTRUCTION DOCUMENTS INCLUDE THESE GENERAL CONDITIONS, THE SPECIFICATIONS, THE DRAWINGS, AND ALL ADDENDA, CONSTRUCTION CHANGE DIRECTIVES, CHANGE ORDERS, SUPPLEMENTAL INSTRUCTIONS OR OTHER WRITTEN MODIFICATIONS SUBSEQUENTLY ISSUED. THE INTENT OF THE CONSTRUCTION DOCUMENTS 15 TO INCLUDE ALL ITEMS REQUIRED FOR COMPLETION OF THE WORK. ALTHOUGH THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED WITH DUE CARE AND DILIGENCE, PERFECTION CANNOT BE GUARANTEED. DESIGN AND CONSTRUCTION ARE COMPLEX, CONSEQUENTLY EVERY POSSIBLE CONDITION OR CONTINGENCY CANNOT BE ANTICIPATED. ORGANIZATION AND NUMBERING OF THE DRAWING OF SPECIFICATIONS SHALL NOT LIMIT THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. THE CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY: WHAT 15 REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. IN CASE OF CONFLICT OR AMBIGUITY WITH -IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE AGREED TO PROVIDE THE GREATER QUANTITY AND/ OR BETTER QUALITY OF MATERIALS AND/ OR WORK. OMISSIONS IN THE DESCRIPTION OF THE WORK DOES NOT RELIEVE THE CONTRACTOR OF PROVIDING A COMPLETE PROJECT. USE OF CONSTRUCTION DOCUMENTS: THE CONSTRUCTION DOCUMENTS ARE INSTRUMENTS OF SERVICE BY THE ARCHITECT THROUGH WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. THE CONTRACTOR MAY RETAIN ONE "RECORD SET ', ALL OTHER SETS OR COPIES THEREOF SHALL BE RETURNED TO THE OWNER OR SUITABLY ACCOUNTED FOR UPON COMPLETION OF THE WORK. NEITHER THE CONTRACTOR NOR THE SUBCONTRACTOR OR SUPPLIER SHALL OWN OR CLAIM A COPYRIGHT IN THE CONSTRUCTION DOCUMENTS, AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OR THEM AND WILL RETAIN ALL COMMON LAW, STATUTORY AN OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHT. THE CONSTRUCTION DOCUMENTS ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND ARE NOT TO BE USED ON ANY OTHER PROJECTS OR AT OTHER SITE LOCATIONS. DEFINITIONS AND TERMINOLOGY: OWNER: THE PERSON OR ENTITY LEASING THE DESIGNATED SPACE FROM THE LANDLORD, FOR A LIMITED PERIOD OF TIME AND MAY ALSO BE REFERRED TO AS THE TENANT. THE OWNER IS AN AUTHORIZED FRANCHISEE OF VESTA FOOD SERVICE OF TAMPA, FLORIDA LANDLORDTHE ENTITY HOLDING LEGAL TITLE TO THE DESIGNATED SPACE WITHIN WHICH THE WORK IS TO BE CONSTRUCTED, THE TERM INCLUDES DESIGNATED MANAGEMENT REPRESENTATIVES SUCH AS "MALL MANAGEMENT' OR 'SHOPPING CENTER MANAGER". THE LANDLORD MAY ALSO BE REFERRED TO AS THE (DEVELOPER) OF THE MALL OR SHOPPING CENTER. C 5 C I: CONTRACTOR SUPPLIED, CONTRACTOR INSTALLED O 5 C l: OWNER SUPPLIED, CONTRACTOR INSTALLED O 5 0 I: OWNER SUPPLIED, OWNER INSTALLED F 5 E: FOOD SERVICE EQUIPMENT PROVIDE: FURNISH AND INSTALL COMPLETE BY THE THE CONTRACTOR (CSGI), READY FOR USE FURNISH: SUPPLY AND DELIVER TO THE SITE, READY FOR UNLOADING UNPACKING, ASSEMBLY, INSTALLATION OR AS APPLICABLE IN EACH CASE. INSTALL: PERFORM OPERATIONS AT THE PROJECT SITE INCLUDING UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION FINISHING, CURING, PROTECTING CLEANING AND SIMILAR OPERATIONS, AS APPLICABLE IN EACH INSTANCE. RESPONSIBILITIES OF THE CONTRACTOR: EXAMINATIONS OF THE SITE AND CODE COMPLIANCE: BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES AND MALL REQUIREMENTS WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES/ REQUIREMENTS PAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION AND CODE/ REQUIREMENTS REVIEW BEEN MADE, WILL NOT BE ALLOWED. N BY EXECUTION of THE CONTRACT, THE CON RACTOR REPRESENTsr NA r HE HAS (I) VISITED THE SITE TO FAMILIARIZE WIN HIMSELF EXISTING CONDITIONS AND SATISFIED HIMSELF AS TO THE NATURE AND SCOPE OF THE WORK TO BE PERFORMED AND (2) CORRELATED PERSONNEL OBSERVATIONS WITH REQUIREMENTS THAT HE POSSESSES THE PARTICULAR COMPETENCE, KNOWLEDGE AND SKILL IN CONSTRUCTION TECHNIQUES NECESSARY TO COMPLETE THE PROJECT, IN A TIMELY MANNER REVIEW OF CONSTRUCTION DOCUMENTS: THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS WITH THE EXISTING CONDITIONS AT THE PROJECT SITE, AND SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE ARCHITECT. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR PERFORMANCE AND SHALL BEAR ALL OF THE COST FOR CORRECTION. DUTY OF COOPERATIONE L EAS E OF THE CONSTRUCTION DOCUMENTS ANTICIPATES AND IMPLIES CONTINUING AND PERIODIC COMMUNICATION BETWEEN THE CONTRACTOR AND THE ARCHITECT. FAILURE TO COMMUNICATE OR OTHERWISE NOTIFY THE ARCHITECT OF DISCREPANCIES OR CHANGES MADE TO THE DESIGN OF PROJECT MANDATES THE CONTRACTOR FULLY RESPONSIBLE FOR ALL CONSEQUENCES RESULTING FROM HIS FAILURE TO COMMUNICATE. SUPERVISION COORDINATION AND DIRECTION OF THE WORK SHALL BE THE RESPONSIBILI OF THE CONTRACTOR, USING HIS BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE COMPLETE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK, UNDER THE CONTRACT, UNLESS OTHERWISE NOTED HERE -IN. LABOR AND MATERIALI9dLESS OTHERWISE PROVIDED IN CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL PROVIDE ANY PAY FOR LABOR, MATERIALS, EQUIPMENT, TOOLS CONSTRUCTION EQUIPMENT AND MACHINERY, WATER, NEAT, UTILITIES, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, WHETHER TEMPORARY OR PERMANENT AND WHETHER OR NOT INCORPORATED OR TO BE INCORPORATED IN THE WORK. WARRANTYTHE CONTRACTOR WARRANTS THAT (1) ALL MATERIALS AND EQUIPMENT WILL BE NEW UNLESS OTHERWISE DIRECTED: (2) ALL WORK WILL BE OF GOOD QUALITY, FREE OF DEFECTS, AND (3) THE WORK WILL CONFORM WITH THE REQUIREMENTS OF THESE CONSTRUCTION DOCUMENTS, WITHOUT EXCEPTION. WORK NOT CONFORMING TO THESE REQUIREMENTS MAY BE CONSIDERED DEFECTIVE. TP15 WARRANTY EXCLUDES REMEDY FOR DAMAGE OR DEFECT CAUSED BY ABUSE, IMPROPER OR INSUFFICIENT MAINTENANCE, IMPROPER OPERATION, OR NORMAL WEAR AND TEAR UNDER NORMAL USAGE. TAXESSHALL BE PAID BY THE CONTRACTOR, INCLUDING SALES, CONSUMER USE AND SIMILAR TAXES WHICH ARE LEGALLY ENACTED ON OR BEFORE THE DATE OF THE CONTRACT, PERMITS AND INSPECTIONSIE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT, THE HEALTH DEPARTMENT PERMIT, IMPACT FEES AND OTHER SIMILAR GOVERNMENTAL FEES, UTILITY HOOK UP CHARGES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. THE CONTRACTOR SHALL COMPLY WITH AND SHALL GIVE NOTICES REQUIRED BY LAWS, ORDINANCES, RULES REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES HAVING JURISDICTION. INDEMNIFICATIONNE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF HIS EMPLOYEES OR HIS SUBCONTRACTORS. TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER ARCHITECT AND THE LANDLORD AND THEIR AGENTS OR EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES,, LO55E5, OR EXPENSES RESULTING FROM PERFORMANCE OF THE WORK, BY THE CONTRACTOR, HIS EMPLOYEES, OR HIS SUBCONTRACTORS. LANDLORD REOUIREMEN7ISE CONTRACTOR SHALL COMPLY WITH THE WRITTEN DESIGN AND/ OR CONSTRUCTION REQUIREMENTS OF THE LANDLORD, WHICH ARE HERE -BY MADE A PART OF THE CONSTRUCTION DOCUMENTS BY REFERENCE. ADMINISTRATION OF THE CONTRACT: THE OWNERNILL PROVIDE ADMINISTRATION OF THE CONTRACT, UNLESS OTHERWISE NOTED IN THE OWNER CONTRACTOR AGREEMENT FORM. SEPARATE CONTRACTSI -IE OWNER RESERVES THE RIGHT TO PERFORM WORK WITH NIS OWN FORCES, AND TO AWARD SEPARATE CONTRACTS. THE CONTRACTOR SHALL ALLOW THE OWNER AND SEPARATE CONTRACTORS REASONABLE OPPORTUNITY FOR INSTALLATION AND STORAGE OF THEIR MATERIALS AND EQUIPMENT, AND SHALL CONNECT AND COORDINATE 415 WORK WITH THE WORK BEING PERFORMED BY OTHERS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS. CHANGES IN THE WORKBY ACTUAL AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR, THE OWNER MAY ORDER MINOR MODIFICATIONS TO THE WORK NOT AFFECTING THE COST OF THE WORK OR CONSTRUCTION TIME. THE OWNER MAY AUTHORIZE CHANGES IN THE SCOPE OF THE WORK CONSISTING OF ADDITIONS, DELETIONS OR MODIFICATIONS, WITH THE CONSTRUCTION COST, CONSTRUCTION TIME, OR BOTH BEING ADJUSTED ACCORDINGLY, BY EITHER A WRITTEN CHANGE ORDER, WHEN THE AMOUNT CAN BE PRE DETERMINED, OR BY A WRITTEN CONSTRUCTION CHANGE DIRECTIVE, WHEN THE AMOUNT WILL BE BASED ON ACTUAL COSTS FOR TIME AND MATERIALS ACTUALLY INCORPORATED INTO THE WORK. CLAIMS SHALL BE MADE ONLY BY WRITTEN NOTICE. PENDING FINAL RESOLUTION OF A CLAIM INCLUDING ARBITRATION, THE CONTRACTOR SHALL PROCEED DILIGENTLY WITH PERFORMANCE OF THE CONTRACT AND THE OWNER SHALL CONTINUE TO MAKE PAYMENTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT. CLAIMS MUST BE MADE WITHIN TWENTY ONE (21) DAYS AFTER OCCURRENCE OF THE EVENT GIVING RISE TO SUCH CLAIM OR WITHIN TWENTY ONE (21) DAYS AFTER THE CLAIMANT FIRST RECOGNIZES THE CONDITION GIVING RISE TO THE CLAIM, WHICHEVER 15 LATER. WRITTEN RESPONSE TO SUCH CLAIM BE MADE BY THE OTHER PARTY WITHIN TEN (10) DAYS OF RECEIPT OF THE CLAIM. UNRESOLVED CLAIMS MAY BE REFERRED TO ARBITRATION FORTY FIVE (45) DAYS AFTER FIRST NOTICE. PAYMENT AND COMPLETION: FIFTY PERCENT PARTIAL PAYMENT: PAYMENT WILL BE MADE ON ACCOUNT OF UP TO FIFTY PERCENT (50 %) OF THE CONTRACT SUM WITHIN THIRTY )30) DAYS AFTER AN 'APPLICATION FOR PAYMENT" 15 SUBMITTED TO THE OWNER BY THE CONTRACTOR. THE APPLICATION FOR PAYMENT SHALL INCLUDE A BREAKDOWN OF THE CONTRACT SUM COMPLYING WITH THE PRELIMINARY SCHEDULE OF VALUES, INDICATING DISTRIBUTION AND PERCENTAGES OF COMPLETED WORK ITEMS. SUBSTANTIAL COMPLETIONCURS WHEN THE WORK OF THE PROJECT 15 SUFFICIENTLY COMPLETE FOR THE OWNER TO OCCUPY AND LAWFULLY UTILIZE THE WORK FOR CONDUCTING BUSINESS. THE DATE OF SUBSTANTIAL COMPLETION IS HERE -IN DEFINED TO BE THE DATE UPON WHICH THE 'CERTIFICATE OF OCCUPANCY' AND (2) WRITTEN APPROVAL BY THE HEALTH DEPARTMENT 15 OBTAINED. NINETY PERCENT PAYMENT # RETAINAGE: PAYMENT WILL BE MADE BY THE OWNER TO THE CONTRACTOR ON ACCOUNT OF NINETY PERCENT (GO %) OF THE CONTRACT SUM WITHIN THIRTY (30) DAYS AFTER SUBSTANTIAL COMPLETION OF THE WORK. THE CONTRACTOR WARRANTS THAT TITLE TO ALL WORK, MATERIALS AND EQUIPMENT WILL PASS TO THE OWNER UPON RECEIPT OF PAYMENT BY THE CONTRACTOR, FREE AND CLEAR OF ALL ITEMS, CLAIMS SECURITY INTERESTS OR ENCUMBRANCES. UNTIL THE WORK 15 FINALLY COMPLETE, TEN PERCENT (10%) OF THE CONTRACT SUM WILL BE WITHHELD. FINAL PAYMENTCONSTI TUT ING THE ENTIRE UNPAID BALANCE OF THE CONTRACT SUM, WILL BE DUE THE CONTRACTOR WHEN THE WORK NA5 BEEN COMPLETED AND WHEN ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS HAVE BEEN FULLY PERFORMED. THE MAKING OF FINAL PAYMENT SHALL CONSTITUTE A WAIVER OF CLAIMS, SECURITY INTERESTS OR ENCUMBRANCES ARISING OUT OF THE CONTRACT AND UNSETTLED, (2) FAILURE OF THE WORK TO COMPLY WITH THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS, OR (3) TERMS OF SPECIAL WARRANTIES REQUIRED BY THE CONSTRUCTION DOCUMENTS. FINAL PAYMENT/ CLOSEOUT SUBMITTALS: SUBMIT THE FOLLOWING ITEMS TO THE OWNER UPON APPLICATION FOR FINAL PAYMENT: (I) FINAL OCCUPANCY PERMIT AND HEALTH DEPARTMENT APPROVAL; (2) WRITTEN APPROVAL OF CONSTRUCTION BY THE LANDLORD, WHEN REQUIRED; (3) LIEN WAIVERS; (4) FINIAL SCHEDULE OF VALUES; (5) CONSTRUCTION DOCUMENT SETS; (6) MARKED SET OF "RECORD DOCUMENTS"; (7) EXTRA STOCK OF FINISH MATERIAL ITEMS; (8) CONTRACTOR'S CERTIFICATION, AND (9) THE PUNCH LIST OF INCOMPLETE WORK ITEMS; PREPARED AT SUBSTANTIAL COMPLETION, INDICATING ACTUAL COMPLETION DATES FOR EACH ITEM LISTED THERE -IN. LIEN WAIVERS: FINAL PAYMENT SHALL NOT BE DUE UNTIL THE CONTRACTOR HAS DELIVERED TO THE OWNER A COMPLETE RELEASE OF ALL LIENS ARISING OUT OF THIS CONTRACT OR RECEIPTS IN FULL COVERING ALL LABOR, MATERIALS AND EQUIPMENT FOR WHICH A LIEN COULD BE FILLED, OR A BOND SATISFACTORY TO THE OWNER TO INDEMNIFY THE OWNER AGAINST SUCH LIENS. IF SUCH LIENS REMAIN UNSATISFIED AFTER PAYMENTS ARE MADE, THE CONTRACTOR SHALL REFUND TO THE OWNER ALL MONEY THE OWNER MAY BE COMPELLED TO PAY IN DISCHARGING SUCH LIEN, INCLUDING ALL COSTS AND REASONABLE ATTORNEYS' FEES. CONTRACTORS CERTIFICATION: UPON COMPLETION OF ALL THE CONTRACT REQUIREMENTS, AND UPON APPLICATION FOR FINAL PAYMENT, SUBMIT WRITTEN CERTIFICATION THAT (I) THE CONSTRUCTION DOCUMENTS HAVE BEEN REVIEWED, (2) THAT THE WORK HAS BEEN INSPECTED FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS, AND (3) THAT THE WORK HAS BEEN FULLY COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. FINIAL PAYMENT WITHHELD: FINAL PAYMENT MAY BE WITHHELD DUE TO DEFECTIVE WORK NOT CORRECTED, FILED CLAIMS DAMAGE TO THE OWNER OR TO A SEPARATE CONTRACTOR OR PERSISTENT FAILURE TO CARRY OUT THE WORK ACCORDING TO THE CONTRACT DOCUMENTS, PROTECTION OF PERSONS AND PROPERTY: SAFETY:THE CONTRACTOR SHALL INITIATE, SUPERVISE AND MAINTAIN SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. HE SHALL TAKE REASONABLE PRECAUTIONS FOR SAFETY OF, AND SHALL PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: (1) EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY BE AFFECTED THERE -BY: (2) THE WORK AND MATERIALS AND EQUIPMENT TO BE INCORPORATED THERE -IN, AND (3) OTHER PROPERTY AT THE 51TE OR ADJACENT THERE -TO. TUE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDER OF PUBLIC AUTHORITIES BEARING ON SAFETY OF PERSONS AND PROPERTY AND THEIR PROTECTION FROM DAMAGE, INJURY OR LO55. THE CONTRACTOR SHALL PROMPTLY REMEDY DAMAGE AND LOSS TO PROPERTY AT SITE CAUSED IN WHOLE OR IN PART BY THE CONTRACTOR, SUBCONTRACTOR, A SUB SUB CONTRACTOR, OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR BY ANYONE FOR THOSE ACTS THEY MAY BE LIABLE AND FOR WHICH THE CONTRACTOR IS RESPONSIBLE. EXISTING HAZARDOUS MATERIALS: IF THE CONTRACTOR ENCOUNTERS HAZARDOUS MATERIALS (INCLUDING ASBESTOS OR PCB's) WHICH HAVE NOT BEEN PREVIOUSLY RENDERED HARMLESS, HE SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER IN WRITING. RESUME THE WORK IN THE AFFECTED AREA ONLY AFTER IT HAS BEEN REMOVED OR OTHERWISE RENDERED HARMLESS, BY WRITTEN AGREEMENT BETWEEN THE OWNER AND CONTRACTOR. THE CONTRACTOR WILL NOT BE REQUIRED TO PERFORM ANY WORK RELATING TO ASBESTOS OR PCB'S WITHOUT CONSENT. BINDS AND INSURANCE: BONDS ARE NOT REQUIRED HERE -IN, HOWEVER BONDS MAY BE REQUIRED BY THE LANDLORD. REVIEW LANDLORD'S REQUIREMENTS AND PROVIDE BONDS COMPLYING THERE -WITH. SUBMIT NOTARIZED BOND FORMS TO THE OWNER AND LANDLORD PRIOR TO START OF CONSTRUCTION. COSTS FOR BONDS, IF REQUIRED, SHALL BE PAID BY THE CONTRACTOR. BUILDERS RISK PROPERTY INSURANCETHE CONTRACTOR SHALL PURCHASE "ALL RISK" PROPERTY INSURANCE COVERING THE "COMPLETED VALUE' OF THE WORK. THE OWNER AND CONTRACTOR WAIVE ALL RIGHTS AGAINST EACH OTHER FOR DAMAGES CAUSED BY FIRE OR OTHER CAUSES TO THE EXTENT COVERED BY INSURANCE, EXCEPT FOR SUCH RIGHTS AS THEY MAY HAVE TO THE PROCEEDS OF SUCH INSURANCE. THE DA GE SHALL PURCHASE U INSURANCE FROM THE TO THE PERA OR OPERATIONS, L AND FOR WHICH THE CONTRACTOR MAY BE LEGALLY LIABLE, WHETHER BY THE CONTRACTOR OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY HIM. ADDITIONAL INSUREDS: ALL INSURANCE CERTIFICATES PROVIDED BY THE CONTRACTOR SHALL NAME THE ARCHITECT, THE PROJECT OWNER, THE LANDLORD AND OWNER AS ADDITIONAL INSUREDS. COPY'S OF CERTIFICATE OF INSURANCE NAMING ADDITIONAL INSURED'S. SHALL BE GIVEN TO THE ARCHITECT, PROJECT OWNER, AND LANDLORD. GENERAL LIABILITY INSURANCE SHALL INCLUDE: PREMISES OPERATIONS, INDEPENDENT CONTRACTOR'S PROTECTION, PRODUCTS AND COMPLETED OPERATIONS, OWNER'S $ ARCHITECTS PROTECTIVE LIABILITY, AND BROAD FORM PROPERTY DAMAGE COVERAGE. PROPERTY DAMAGE LIABILITY COVERAGE SHALL PROVIDE X, C, AND U COVERAGE, WITH COMPLETED OPERATIONS AND PRODUCTS LIABILITY COVERAGE MAINTAINED FOR ONE (I) YEAR AFTER FINIAL PAYMENT. MINIMUM COVERAGE AMOUNTS SHALL COMPLY WITH THE LANDLORD'S REQUIREMENTS, AS LISTED BELOW, OR AS REQUIRED BY LAW, WHICH -EVER 15 GREATER. WORKERS COMPENSATION $ GENERAL EMPLOYER'S LIABILITY .... $500,000.00 COMPREHENSIVE GENERAL LIABILITY: PROPERTY DAMAGE: EACH OCCURRENCE $ ANNUAL AGGREGATE .... $1, 000, 000,00 BODILY INJURY: EACH OCCURRENCE $ ANNUAL AGGREGATE..... $1, 000, 000.00 CONTRACTOR'S LIABILITY: PROPERTY DAMAGE: EACH OCCURRENCE $ ANNUAL AGGREGATE ..,.1,000,000.00 BODILY INJURY: EACH OCCURRENCE $ ANNUAL AGGREGATE..... $1, 000, 000.00 COMPREHENSIVE AUTOMOBILE LIABILITY: PROPERTY DAMAGE: EACH OCCURRENCE $ ANNUAL AGGREGATE ....1, 000, 000.00 BODILY INJURY: EACH OCCURRENCE $ ANNUAL AGGREGATE..... $500, 000.00 ALL INSURED COVERAGE SHALL BE PURCHASED AND MAINTAINED IN A COMPANY LAWFULLY AUTHORIZED TO DO BUSINESS IN THE JURISDICTION IN WHICH THE PROJECT IS LOCATED. SUBMIT INSURED CERTIFICATES TO THE OWNER AND LANDLORD PRIOR TO START OF CONSTRUCTION. MISCELLANEOUS PROVISIONS: GOVERNING LAW:THE CONSTRUCTION CONTRACT SHALL BE GOVERNED BY THE LAW OF THE MUNICIPALITY WHERE THE PROJECT 15 LOCATED. CORRECTION OF WORK: THE CONTRACTOR SHALL PROMPTLY CORRECT ALL DEFECTIVE WORK, OR WORK NOT MEETING THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS WHETHER OBSERVED BEFORE OR AFTER SUBSTANTIAL COMPLETION, AND WHETHER OR NOT FABRICATED, INSTALLED OR COMPLETED, WITHIN A PERIOD OF ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION. CORRECTION SHALL BE MADE PROMPTLY AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER. THIS CONTRACTOR SHALL BEAR ALL COSTS OF CORRECTING SUCH WORK. INCLUDING REPAIR COSTS OF WORK BY OTHERS DAMAGED BY SUCH CORRECTION PROCEDURES, AND COMPENSATION FOR THE ARCHITECT'S ADDITIONAL SERVICES MADE NECESSARY THEREBY. ACCEPTANCE OF NONCONFORMING WORK: IF THE OWNER AGREES TO ACCEPT WORK WHICH 15 NOT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS, THE OWNER MAY DO SO INSTEAD OF REQUIRING ITS REMOVAL AND CORRECTION, IN WHICH CASE THE CONTRACT SUN WILL BE REDUCED AS APPROPRIATE AND EQUI TABLE. SUCH ADJUSTMENT SHALL BE EFFECTED WHETHER OR NOT FINAL PAYMENT HAS BEEN MADE. TERMINATION BY THE OWNER FOR CAUSE: IF THE CONTRACTOR: (I) PERSISTENTLY OR REPEATEDLY REFUSES OR FAILS TO SUPPLY ENOUGH PROPERLY SKILLED WORKERS OR PROPER MATERIALS: OR (2) FAILS TO MAKE PAYMENT TO SUBCONTRACTORS FOR MATERIALS OR LABOR IN ACCORDANCE WITH THE RESPECTIVE AGREEMENTS BETWEEN THE CONTRACTOR AND THE SUBCONTRACTORS: OR (3) PERSISTENTLY DISREGARDS LAWS, ORDINANCES, OR RULES, REGULATIONS OR ORDERS OF THE PUBLIC AUTHORITY PAVING JURISDICTION: OR (4) IS OTHERWISE GUILTY OF SUBSTANTIAL BREACH OF A PROVISION OF THE CONSTRUCTION DOCUMENTS, THE OWNER AFTER THREE (3) DAYS WRITTEN NOTICES TO THE CONTRACTOR, AND WITHOUT PREJUDICE TO ANY OTHER REMEDY HE MAY HAVE, MAY TERMINATE THE CONTRACT. OWNERS ACTION UPON TERMINATION: UPON TERMINATION OF THE CONTRACT FOR CAUSE, THE OWNER MAY: (I) TAKE POSSESSION OF THE 5I TE AND OF ALL MATERIALS, EQUIPMENT, TOOLS, AND CONSTRUCTION EQUIPMENT AND MACHINERY THERE -ON OWNED BY THE CONTRACTOR; (2) ACCEPT ASSIGNMENT OF THE CONTRACTOR'S SUBCONTRACTS, IF NECESSARY; AND (3) FINISH THE WORK BY WHATEVER METHODS REASONABLE TO THE OWNER THE CONTRACTOR WILL NOT BE ENTITLED TO RECEIVE ANY PAYMENT UNTIL WORK IS COMPLETELY FINISHED. IF THE EXPENSE TO THE OWNER EXCEEDS THE UNPAID BALANCE DUE THE CONTRACTOR, THE CONTRACTOR SHALL PAY THE DIFFERENCE TO THE OWNER. IF THE UNPAID BALANCE DUE THE CONTRACTOR EXCEEDS THE EXPENSE TO THE OWNER, SUCH EXCESS SHALL BE PAID TO THE CONTRACTOR. DISPUTES BE MANDATORY ARBITRATION:ALL CLAIMS OR P UTES T WEEP THE CONTRACTOR AND THE OWNER ARISING OUT OF OR RELATING TO THE CONTRACT DOCUMENTS, OR THE BREACH THEREOF SHALL BE DECIDED BY ARBITRATION IN ACCORDANCE WITH THE CONSTRUCTION INDUSTRY ARBITRATION RULES OF THE AMERICAN ARBITRATION ASSOCIATION CURRENTLY IN EFFECT, UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. NOTICE OF DEMAND FOR ARBITRATION SHALL BE FILLED IN WRITING WITH THE OTHER PARTY TO THIS AGREEMENT AND WITH THE AMERICAN ARBITRATION ASSOCIATION AND SHALL BE MADE WITHIN A REASONABLE TIME AFTER THE DISPUTE HAS ARISEN. THE AWARD RENDERED BY THE ARBITRATORS SHALL BE FINIAL, AND JUDGMENT MAY BE ENTERED UPON IT IN ACCORDANCE WITH APPLICABLE LAW. NO ARBITRATION SHALL INCLUDE BY CONSOLIDATION, JOINDER, OR IN ANY MANNER, ANY PERSON OR ENTITY NOT A PARTY TO THE AGREEMENT, EXCEPT BY WRITTEN CONSENT OF THE PERSON OR ENTITY SOUGHT TO BE JOINED. THIS AGREEMENT TO ARBITRATION SHALL BE SPECIFICALLY ENFORCEABLE UNDER APPLICABLE LAW IN ANY COURT HAVING JURISDICTION THEREOF. SUMMARY OF THE WORK: THE WORK: CONSISTS OF TENANT FINISH IMPROVEMENTS TO AN EXISTING LEASED SPACE OR SPACES (THE PROJECT SITE). THE CONTRACTOR SHALL SCHEDULE AND COORDINATE THE WORK OF THE COMPLETED PROJECT. UNLESS OTHERWISE AGREED TO IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED FOR COMPLETION OF THE PROJECT, EXCEPT AS OTHERWISE NOTED BELOW. PROVIDE FINAL ELECTRICAL AND PLUMBING CONNECTIONS TO ALL FOOD SERVICE EQUIPMENT, IN ACCORDANCE WITH EQUIPMENT SCHEDULE HERE -IN. UNLOADING: UNLESS OTHERWISE INDICATED BY THE DINNER, THE WORK INCLUDES UNLOADING ALL FOOD SERVICE EQUIPMENT, SMALL WARES AND START UP SUPPLIES DELIVERED TO THE PROJECT SITE. PLACE SMALL WARES AND START UP SUPPLY CARTONS AWAY FROM CONSTRUCTION OPERATIONS, FOR UNPACKING BY THE OWNER. USE OF EXISTING BUILDING: LIMIT CONSTRUCTION ACTIVITIES TO OCCUR WITHIN THE LEASED SPACE OR WITHIN OTHER AREAS APPROVED BY THE LANDLORD. IF NOT WITHIN I THE LEASED SPACE, MAKE CONNECTIONS TO EXISTING UTILITIES IN THE MOST EXPEDITIOUS MANNER POSSIBLE. PERFORM THE WORK 50 THAT IT WILL NOT INTERFERE WITH THE LANDLORD'S OPERATIONS. MAINTAIN EXISTING BUILDING IN A SAFE AND WEATI- IERT'VT CONDITION. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. DO NOT INSTALL COMBUSTIBLE MATERIALS ABOVE FINISHED CEILINGS OR IN ANY OTHER CONCEALED, NON SPRINKLED SPACES. PROTECTION OF PUBLIC AND ADJOINING PROPERTY: THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S PROPERTY, ADJACENT PROPERTY AND PUBLIC FROM INJURY ARISING IN CONNECTION WITN THIS CONTRACT AND SHALL BE RESPONSIBLE FOR ANY SUCH DAMAGE OR INJURY. THE CONTRACTOR ASSUMES AND BEARS ALL RESPONSIBILITY FOR DAMAGE TO OR FAILURE OF THE WORK AND ALL ACCIDENTS OCCURING DURING AND AFTER CONSTRUCTION AS RESULT OF HIS WORK. THE CONTRACTOR HEREBY AGREES TO PROTECT, DEFEND AND INDEMNIFY AND HOLD HARMLESS THE OWNER, AND ARCHITECT AGAINST ALL LOSSES, COSTS OR DAMAGE ON ACCOUNT OF ANY INJURY TO PERSONS OR PROPERTY IN THE PERFORMANCE OF THIS CONTRACT. PROJECT COORDINATION # ADMINISTRATION: COORDINATE THE WORK OF THE VARIOUS SECTIONS TO ASSURE AN EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS, WITH PROVISIONS FOR ACCOMMODATING ITEMS TO BE INSTALLED LATER. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. UTILIZE SPACE EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS AND FOR MAINTENANCE, Ob SIGNAGE COORDINATION:REVIEW SIGNAGE SHOP DRAWINGS AND COORDINATE SCHEDULES WITH THE OWNER'S DESIGNATED SIGN CONTRACTOR. PRE CONSTRUCTION MEETING: MEET WITH THE LANDLORD'S DESIGNATED CONSTRUCTION REPRESENTATIVE BEFORE STARTING CONSTRUCTION. DISCUSS PROCEDURES AND REQUIREMENTS FOR SITE ACCESS, WORK HOURS, PARKING. DELIVERIES AND RECEIVING, DEBRIS AND WASTE RECEPTACLES, TEMPORARY BARRICADE AND CONSTRUCTION OPERATIONS THAT MAY BE OFFENSIVE. MAINTENANCE OF CONSTRUCTION DOCUMENTS: THE CONTRACTOR SHALL MAINTAIN AT THE PROJECT SITE, A "RECORD" SET OF CONSTRUCTION DOCUMENTS AND THE FOLLOWING RELATED DRAWINGS OR DOCUMENTS PREPARED BY OTHERS: DESIGN AND CONSTRUCTION REQUIREMENTS OF THE LANDLORD (WHEN APPLICABLE) SIGNAGE 5 OP DRAWINGS PREPARED BY THE SIGN CONTRACTOR, AND SPRINKLER SHOP DRAWINGS PREPARED BY THE SPRINKLER SUB CONTRACTOR, (WHEN APPLICABLE). DO NOT CONSTRUCT OR INSTALL ANY WORK RELATED TO THOSE DRAWINGS WITHOUT SUCH DRAWINGS. MARK REVISIONS MADE DURING CONSTRUCTION ON RECORD DOCUMENTS WITH COLORED PENCIL DO NOT CONCEAL ANY WORK BEFORE REVISIONS HAVE BEEN RECORDED. NOTE ACTUAL ROUTING OF UNDERSLAB PLUMBING AND UTILITY LINES, IF DIFFERENT FROM DESIGN DRAWINGS. FIELD ENGINEERING: ESTABLISH AND MAINTAIN CHALK LINES AND OTHER MARKERS NECESSARY TO LOCATE ALL ELEMENTS OF THE PROJECT, INCLUDING PARTITIONS, CASEWORK, ELECTRICAL AND PLUMBING CONNECTIONS AND FIXTURES. CALCULATE AND MEASURE REQUIRED DIMENSIONS. DO NOT SCALE THE DRAWINGS TO DETERMINE DIMENSIONS, UNLESS DIRECTED TO DO 50. CUT AND PATCH TO PROVIDE FOR INSTALLATION, COORDINATION, INSPECTION OR TESTING OF PRODUCTS OR SYSTEMS. PROVIDE SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION. DO NOT CUT AND PATCH EXISTING STRUCTURAL WORK WITHOUT APPROVAL OF THE LANDLORD AND REGISTERED STRUCTURAL ENGINEER. SEAL ALL HOLES PENETRATING FLOOR SLABS. UTILIZE MASONRY SAWS TO CUT EXISTING CONCRETE, WHEN REQUIRED. DO NOT USE PNEUMATIC JACK HAMMERS TO BREAK OR CHIP EXISTING CONSTRUCTION, WITHOUT NOTIFICATION AND APPROVAL OF THE LANDLORD, TEMPORARY FACILITIES AND CONTROLS: TEMPORARY UTILITIES: CONNECT TO EXISTING SYSTEMS AT THE PROJECT SITE TO PROVIDE FOR TEMPORARY WATER ELECTRICAL POWER, LIGHTING AND HEAT FOR CONSTRUCTION OPERATIONS. THE OWNER WILL PAY FOR THE COST OF SUCH SERVICES. TEMPORARY FACILITIES: MALL PROVIDED AND /OR RELOCATE ENCLOSURE AND /OR SCREEN SEPARATING LEASED SPACE FROM "MALL" AREA, SHALL BE IN COMPLIANCE WITH LANDLORD REQUIREMENTS, WHEN APPLICABLE. RELOCATE TEMPORARY ENCLOSURE SCREEN AS REQUIRED TO FACILITATE CONSTRUCTION OPERATIONS. COMPLETELY REMOVE SCREEN AT COMPLETION OF THE WORK AND ARRANGE FOR LEGAL DISPOSAL. PROGRESS CLEANING: AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY CONSTRUCTION OPERATIONS. PROVIDE A SUITABLE WASTE RECEPTACLE FOR CONSTRUCTION DEBRIS AND ARRANGE FOR TRANSPORTATION AND DISPOSAL OF MATERIALS OFF SITE IN LEGAL MANNER. SUBMITTALS: CONSTRUCTION SCHEDULE: THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE OWNER, A BAR CHART TYPE PROGRESS SCHEDULE FOR THE ENTIRE PROJECT, WITHIN THREE (3) DAYS AFTER AWARD OF CONTRACT. PROVIDE A SEPARATE BAR FOR EACH WORK ITEM LISTED ON THE SCHEDULE OF VALUES, INCLUDE APPROPRIATE TIME FOR PROJECT MOBILIZATION, PROCUREMENT OF PRODUCTS, REVIEW AND APPROVAL OF SHOP DRAWINGS, FABRICATION, INSTALLATION, TESTING AND FINAL CLEANUP. IDENTIFY EACH CALENDAR DAY THROUGHOUT THE SCHEDULE. HIGHLIGHT "CRITICAL PATH" ELEMENTS OF THE SCHEDULE THAT ARE IMPORTANT TO COMPLETE THE WORK ON TIME. CORRELATE THE ORGANIZATION OF THE SCHEDULE WITH THE AGREED DATE OF SUBSTANTIAL COMPLETION. PRELIMINARY SCHEDULE OF VALUES: BEFORE START OF CONSTRUCTION SUBMIT A PRELIMINARY SCHEDULE OF VALUES TO THE OWNER. SUPPORT WITH BACK UP DATE TO SUBSTANTIATE ITS ACCURACY UPON REQUEST . ALLOCATE VALUES IN ACCORDANCE WITH THE FOLLOWING WORK ITEMS: 1. TEMPORARY ENCLOSURE AND CONTROL 2, DEMOL ITION 3. CONCRETE SLAB CUTTING $ PATCHING 4. GYPSUM DRYWALL (INCL. BLOCKING) 5. WINDOWS, DOORS, HARDWARE $ GLASS 6. OMI T 7. INSTALLATION OF CASEWORK e TRIM 8. SUSPENDED CEILING P. FLOOR FINISH $ BASE 10. CERAMIC TILE WA LL FINISH 15. F. 5. E. INSTALLATION 16. SPRINKLER SYSTEM 17. PLUMBING SYSTEM 18. HVACSYSTEM lq. ELECTRICAL SERVICES (TO SPACE) 20. ELECTRICAL SYSTEM 21. SUPERVISION AND 22, PERMITS $ FEES (BUILD. $ HEALTH) II. F.R.P. PANELING 12. PAINTING $ FINISHING 13. JOINT SEALERS 14. ACCESSORIES $ CORNER GUARDS 5140P DRAWINGS: PRIOR TO FABRICATION THE FOLLOWING ITEMS MUST BE SUBMITTED TO THE ARCHITECT $ OWNER FOR APPROVAL: SHOP DRAWINGS ON MILLWORK STAINLESS STEEL FABRICATION, 5IGNAGE FABRICATION AND TYPE 1 EXHAUST HOOD FABRICATION. 23. OVERHEAD AND PROFIT FINAL SCHEDULE OF VALUES: AT THE COMPLETION OF THE WORK, AND AS A CONDITION OF FINAL COMPLETION, SUBMIT A REVISED SCHEDULE OF VALUES TO THE OWNER, REFLECTING THE FINAL COST OF THE WORK, INCLUDING ALL REVISIONS OR CHANGES MADE DURING CONSTRUCTION. ARRANGE SCHEDULE IN ORDER OF WORK ITEMS LISTED ABOVE, AND SUPPORT SCHEDULE WITN BACKUP DATA TO SUBSTANTIATE ITS ACCURACY IF REQUESTED. PRODUCTS # SUBSTITUTIONS: PRODUCT OPTIONS: WHEN A MATERIAL, ARTICLE OR PIECE OF EQUIPMENT IS IDENTIFIED IN THE DRAWINGS OR IN SPECIFICATIONS, IT IS SO IDENTIFIED FOR THE PURPOSE OF ESTABLISHING A STANDARD OF REQUIRED FUNCTION, AVAILABILITY, DIMENSION COLOR, APPEARANCE, QUALITY, PERFORMANCE, OPERATION AND MAINTENANCE. WITH THE EXCEPTION OF THE ITEMS LISTED BELOW ANY PRODUCT OF OTHER MANUFACTURES OR VENDORS WHICH WILL PERFORM ADEQUATELY THE DUTIES IMPOSED BY THE SPECIFIED ITEM, AND WHICH WILL NOT CAUSE A DELAY IN THE CONSTRUCTION SCHEDULE DUE TO PROCUREMENT OF SUCH ITEM, WILL BE CONSIDERED EQUALLY ACCEPTABLE. CONTRACTOR'S SUBSTITUTION REPRESENTATION: BY SUBSTITUTION OF A MATERIAL, PRODUCT, EQUIPMENT ITEM OR SYSTEM, THE CONTRACTOR REPRESENTS THAT HE HAS PERSONALLY INVESTIGATED THE PROPOSED SUBSTITUTE AND HAS DETERMINED THAT IT IS EQUAL OR SUPERIOR IN ALL RESPECTS TO THE ITEM SPECIFIED; AND THAT HE WILL COORDINATE THE INSTALLATION OF THE SUBSTITUTE, MAKING SUCH CHANGES AS MAY BE REQUIRED FOR THE WORK TO BE COMPLETE IN ALL RESPECTS, ALL SUBSTITUTIONS MUST BE APPROVED BY OWNER IN WRITING. NO SUBSTITUTIONS WILL BE ALLOWED FOR THE FOLLOWING ITEMS UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT: (1) PLASTIC LAMINATE MANUFACTURER(5) COLORS: (2) COUNTERTOP MATERIAL, AND (3) CERAMIC TILE MANUFACTURES) ✓1 COLOR. CONTACT THE ARCHITECT IF PROCUREMENT PROBLEMS ARE ENCOUNTERED WITH ANY OF THE ABOVE SPECIFIED MATERIALS OR PRODUCTS. APPLICATION/ACCEPTANCE: APPLICATION OF A MATERIAL OR EQUIPMENT ITEM TO WORK INSTALLED BY OTHERS CONSTITUTES ACCEPTANCE OF THAT WORK AND ASSUMPTION OF FULL RESPONSIBILITY FOR SATISFACTORY INSTALLATION. CONTRACT CLOSEOUT: FINAL CLOSEOUT: PRIOR TO OWNER OCCUPANCY, CLEAN ALL SURFACES INCLUDING FIXTURES AND EQUIPMENT, FOR USE BY OWNER, REMOVE ALL TRACES OF SOIL, STAINS DIRT WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM A LL ALL SURFACES. CLEAN ALL EQUIPMENT AND FIXTURES TO A SANITARY CONDITION, CLEAN TRANSPARENT MATERIALS. INCLUDING MIRRORS AND GLASS IN DOORS, WINDOWS AND CASEWORK, TO A POLISHED CONDITION, FREE OF DUST, PUTTY FILMS OR SIMILAR SUBSTANCES WHICH ARE NOTICEABLE AS VISION OBSCURING. SUBSTANTIAL COMPLETION: AFTER PEST CONTROL AND FINAL CLEANING OPERATIONS HAVE BEEN COMPLETED, AND WHEN THE PROJECT IS READY FOR OWNER OCCUPANCY, OBTAIN AN OCCUPANCY PERMIT ON BEHALF OF THE OWNER, APPROVAL OF THE ENVIRONMENTAL HEALTH DEPARTMENT, AND APPROVAL BY ANY OTHER GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. OBTAIN WRITTEN APPROVAL OF THE LANDLORD, WHEN REQUIRED. SUBMIT COPIES OF SUCH APPROVALS TO THE OWNER FOR HIS RECORD. PUNCH LIST: PREPARE A LIST OF WORK ITEMS YET TO BE COMPLETED OR CORRECTED COMPLETE 14 ITN SCHEDULED DATES FOR COMPLETION. SUBMIT LIST TO THE OWNER FOR HIS REVIEW AND COMMENTS. THE FAILURE TO INCLUDE ANY ITEM ON SUCH LIST DOES NOT ALTER THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE ALL THE WORK REQUIRED BY THE CONSTRUCTION DOCUMENTS, INSTRUCTION OF PERSONNEL: FULLY INSTRUCT THE OWNER, 5 DESIGNATED PERSONNEL IN THE OPERATION ADJUSTMENT AND MAINTENANCE OF ALL MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. COMPLETE ALL WORK ITEMS AS EXPEDITIOUSLY AS POSSIBLE, PROVIDING LABOR AT TIMES WHEN RESTAURANT 15 NOT IN OPERATION, IF NECESSARY. COORDINATE WITH THE OWNER'S MANAGER AND PERFORM THE WORK SO THAT IT WILL NOT INTERFERE WITH OWNER'S OPERATIONS. SELECTIVE DEMOLITION: SECTION 24 WORK INCLUDES REMOVAL AND LEGAL DISPOSAL OF ALL EXISTING CONSTRUCTION ITEMS SPECIFIED TO BE REMOVED HERE -IN, NOTED TO BE REMOVED WITHIN THE DRAWINGS, OR OTHERWISE REQUIRED TO BE REMOVED TO FACILITATE CONSTRUCTION ACTIVITIES. PERFORM DEMOLITION WORK IN A NEAT AND ORDERLY MANNER, TO MINIMIZE DISRUPTIONS. TURN OVER ALL SALVAGEABLE ITEMS TO THE OWNER. REMOVE ALL NON SALVAGED ITEMS FROM THE SITE, AND ARRANGE FOR LEGAL DISPOSAL. CONCRETE WORK SECTION 3A PROVIDE CONCRETE FOR NEW FLOOR SLAB (WHERE REQUIRED), FOR PATCHING EXISTING FLOOR SLABS, WHERE INSTALLATION OF NEW PLUMBING AND ELECTRICAL LINES REQUIRE REMOVAL OF EXISTING CONCRETE MATERIALS AND FOR CONCRETE CURBS WHEN SHOWN THE DRAWINGS CONCRETE MATERIALS: ASTM C 150, TYPE I, PORTLAND CEMENT, WITH ASTM C 33 SAND AND CRUSHED STONE AGGREGATES MIXED TO PROVIDE 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, AND HAVE A MAX SLUMP OF 4 1/2" INCHES. WELDED WIRE FABRIC: ASTM 185 WELDED STEEL WIRE FABRIC, MIN. 6X6 WI, 4/W1,4, LAPPED 6 INCHES AT END AND SIDE LAPS. SUB COMPACTED AN,p FINISHED ARRI T SUB E F R E P WIRE BROUGHT AN LEVEL. D CONCRETE, THE FLOOR AREA SHALL BE COVERED WITH A 6 MIL (MIN.) POLYETHYLENE VAPOR BARRIER. ALL LAPS SHALL BE SEALED WITH TAPE. ALL PENETRATIONS OR PUNCTURES SHALL BE SEALED. INSTALL CONCRETE WORK TO MATCH AND MEET EXISTING ADJOINING SURFACES. DO NOT TRANSPORT WET CONCRETE THROUGH PUBLIC AREAS OF MALLS WITHOUT PRIOR APPROVAL OF THE LANDLORD AND WITHOUT EXTENSIVE PROTECTION OF THE EXISTING FLOORING. CURED: ALL CONCRETE SLABS SHALL BE CURED BY USE OF A CHLORINATED RUBBED LIQUID MEMBRANE CURING/ HARDENING COMPOUND "CLEARBOND ", "CLEARSEAL ", "MASTERSEAL" OR APPROVED EQUAL. CURBS: WHERE CONCRETE CURBS ARE INDICATED ON THE DRAWINGS STRIP FORMS WHILE CONCRETE 15 STILL GREEN AND STEEL TROWEL SURFACES TO A HARD DENSE FINISH WITH CORNERS, INTERSECTION AND TERMINATIONS SLIGHTLY ROUNDED. MISCELLANEOUS METALS SECTION 5A MATERIALS: LIMIT MATERIALS THAT WILL BE EXPOSED TO VIEW TO THOSE WHICH ARE FREE FROM SURFACE BLEMISHED, PITTING, ROLLED TRADE NAMES AND ROUGHNESS. PROVIDE STEEL PLATE, SHAPES AND BARS MEETING ASTM A36, STEEL PIPE MEETING ASTM A53 GRADE A SCHEDULE 40, AND STEEL TUBE MEETING A5T71 A500. FABRICATION AND INSTALLATION SHALL CONFORM TO THE LATEST AICS SPECIFICATIONS, FORM WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGLES AND SURFACES EASE EXPOSED EDGES TO A RADIUS OF APPROXIMATELY 1/4" UNLESS OTHERWISE SHOWN. WELD CORNERS AND SEAMS CONTINUOUSLY COPING CONNECTIONS, UNLESS OTHERWISE INDICATED. GRIND EXPOSED WELDS SMOOTH AND FLUSH TO MATCH AND BLEND WITH ADJOINING SURFACES. PROVIDE SHOP COAT OF RED OXIDE PRIMER AND TOUCH UP AT PROJECT SITE AS REQUIRED. ROUGH CARPENTRY SECTION 6A PROVIDE BLOCKING, BACKING, PLYWOOD, FURRING AND MISCELLANEOUS LIGHT FRAMING REQUIRED FOR COMPLETION OF THE WORK, WHICH 15 GENERALLY NOT EXPOSED: INHERE NOTED ON THE DRAWINGS AND AS SPECIFIED HERE -IN. WOOD FRAMING: CONSTRUCTION GRADE #2 OR BETTER DOUGLAS FIR OR EQUAL, 545. FIRE RETARDANT TREATED WOOD: PROVIDE FIRE LABELED 1 WITH MINIMUM FLAME SPREAD RATING OF 25, AT THE FOLLOWING LOCATIONS: (I) BLOCKING CONCEALED WITHIN METAL FRAMED DRYWALL PARTITIONS IN NON COMBUSTIBLE CONSTRUCTION; (2) FRAMING $ BLOCKING LOCATED ABOVE FINISHED CEILINGS: AND (3) BLOCKING WITHIN FIRE RATED DEMISING WALLS. METAL STUDS: ROLL FORMED CHANNELS OF NOT LESS THAN NO. 25 GAUGE GALVANIZED STEEL OF STANDARD WIDTHS AS INDICATED WITH HOLES FOR ELECTRICAL CONDUITS; "DIN STUDS BY U.5. GYPSUM ". INSTALLATION: SET ROUGH CARPENTRY WORK ACCURATELY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATE. FINISH CARPENTRY PROVIDE STANDING AND RUNNING TRIM RAILS CASINGS STOOLS ETC. AND S HELF STANDARDS AND BRACKETS WHERE NOTED ON THE DRAWINGS AND AS SPECIFIED HEREIN. SHELF STANDARDS # BRACKETS: K$V #16I X 18" BRACKETS WITH K$V #83 STANDARDS. INSTALLATION: PRIME COAT LUMBER FOR PAINTED FINISH. INSTALL WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. S N/M AS REQUIRED USING CONCEALED SHIMS. SCRIBE AND CUT TO FIT ADJOINING WORK. INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE. COPE AT RETURNS, MITER AT CORNERS AND USE SCARF JOINTS FOR END TO END JOINTS. ANCHOR TO BLOCKING OR DIRECTLY TO SUBSTRATE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING WHERE POSSIBLE. AT DRYWALL PARTITIONS, INHERE BLOCKING DOES NOT EXIST, USE ADHESIVE AND PRE DRILLED COUNTERSUNK TRIM HEAD SHEET METAL SCREWS TO ATTACH FINISH CARPENTRY TO METAL STUDS, FILL RECESS WITN WOOD PUTTY TO MATCH SURFACE COLOR AND TEXTURE OF WOOD FINISH. CUSTOM CASEWORK SECTION 6C WORK INCLUDES SHOP FABRICATED LAMINATE FINISHED CASEWORK $ COUNTERTOP, AS INDICATED ON THE DRAWINGS QUALITY ASSURANCE : COMPLY WITH AWI "QUALITY STANDARD" SECTION 400 FOR "CUSTOM" GRADE, EXCEPT THAT CABINETS SHALL BE "EUROPEAN" STYLE WITHOUT FACE FRAMES. SUBMIT SHOP DRAWINGS THAT SHOW PLANS, ELEVATIONS, LARGE SCALE DETAILS, ATTACHMENT DEVICES AND OTHER COMPONENTS. THE ARCHITECT'S REVIEW OF SUCH DRAWINGS WILL BE FOR DESIGN CONFORMANCE ONLY. ALLOW FIVE (5) WORKING DAYS FOR THE ARCHITECT'S REVIEW. DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT. VERIFY FIELD MEASUREMENTSAND PROVIDE DIMENSIONS FOR CASEWORK SHOP DRAWINGS BEFORE FABRICATION. CASEWORK MATERIALS SCHEDULE MARINE PLYWOOD (PLYWD): 3/4 IN. THICK UNLESS NOTED OTHERWISE PLASTIC LAMINATE (P -LAM): STANDARD GRADE #CP -50, OR POST FORMED GRADE: PF -42 COUNTERTOPS, SEE DRAWINGS FOR DETAILS, K$D JOINT FASTENERS: "KNAPE $ VOGT" #516 ZC TITE JOINT FASTENERS SPRING HINGES ( AT TOP $ BOTTOM OF GATE, "BOMMER' #1515X US PIANO HINGE: "STANLEY) #311 X US 26 X 1 -1/2 DRAWER SLIDES, "GRASS" #6020 BOTTOM MOUNT , WHITE CABINET DOOR HINGES : "BLUM" #75M 5580 - 175 DEG. SELF - CLOSING COAT NOOKS : "IVES" #551 -3 CASE CABINET # COUNTERTOP FABRICATION COUNTERTOP SEE DRAWINGS FOR DETAILS P -LAN. COUNTER TOP : COUNTERTOP P -LAN ON 3/4" MARINE PLYWD COUNTERTOP WEB FRAMES: 3/4 "SOLID STOCK WOOD CABINET WEB FRAMES: 3/4" PLYWD OR SOLID HARDWOOD , FABRICATOR'S OPTION ACCESS PANEL (BETWEEN CABS): P- LAM, ON 3/4" PLYWD WITH SELF EDGING AT BOTTOM TYPICAL CABINET BACKS: 3/4" MARINE PLYWD WITH P- LAN FINISH BOTH SIDES TYPICAL CABINET BASES: EXTERIOR PLYWD OPEN CABINET SIDES: P- LAN FIN. ON 3/4" MARINE PLYWD OPEN CABINET BOTTOM SHELF: P- LAN FIN. 3/4 "MARINE PLYWD OPEN CABINET EDGES /NOSINGS: SELF EDGED P- LAN DOOR CABINET SIDES : P- LAN FIN. BOTH SIDES OF 3/4" PLYWD DOOR CABINET BOTTOM SHELF : 3/4" MARINE PLYWD WITH P- LAN FINISHED TOP AND BOTTOM DOOR CABINET EDGES /NOSINGS: SELF EDGED P- LAN CABINET DOOR $ DRAWER FRONTS : P- LAN ON 3/4 "MARINE PLYWD CABINET DOOR $ DRAWER EDGING : SELF EDGED P-LAN GENERAL FABRICATION # ASSEMBLY, SHOP FABRICATE CASEWORK TO DIMENSIONS, PROFILES AND DETAILS INDICATED ON SHOP DRAWINGS. WHERE NECESSARY FOR FITTING AT SITE, PROVIDE AMPLE ALLOWANCE FOR SCRIBING, TRIMMING AND FITTING. COMPLETE FABRICATION, FINISHING, HARDWARE APPLICATION AND OTHER WORK BEFORE SHIPMENT TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. S HOP ASSEMBLY: COMPLETELY ASSEMBLE COUNTERFRONT, CABINETS, COUNTERTOPS, POST AND GLAZING IN SHOP PRIOR TO SHIPMENT TO PROJECT TO FACILITATE FIELD ASSEMBLY. FABRICATION SHALL BE IN STRICT COMPLIANCE WITH INDUSTRY STANDARDS. FIELD VERIFY DIMENSIONS AND SUBMIT COLOR SAMPLE BEFORE PROCEEDING WITH FABRICATION. ALL SURFACES SHALL BE UNIFORM POLISHED GLOSS, ALL EDGES EASED AND POLISHED SMOOTH. REV CODE City . BUILDI p . FEB 15 2( CLJ 08 'TER DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: 27 2A3 Of Tukwila DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.2893336 f. 813.289.3332 REVISIONS REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON 0 LL W U 0 ARCHITECTURE SPECIFICATIONS SHEET NUMBER OF. 2 INSTALLATION, INSTALL CASEWORK PLUMB, LEVEL TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF I /8 "IN 8' 0" FOR PLUMB AND LEVEL AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES. SCRIBE AND CUT TO FIT ADJOINING WORK. ANCHOR TO BLOCKING OR DIRECTLY TO SUBSTRATES WITHOUT DISTORTIONS SO THAT CABINET DOORS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALLIGNED. ADJUST HARDWARE TO CENTER DOORS IN OPENINGS AND TO PROVIDE FREE OPERATION. ANCHOR COUNTERTOPS SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS AS INDICATED ADJUST AND CLEAN REPAIR DAMAGED: AND DEFECTIVE CASEWORK WHERE POSSIBLE TO ELIMINATE DEFECTS, WHERE NOT POSSIBLE TO REPAIR, REPLACE CASEWORK. CLEAN, LUBRICATE AND ADJUST HARDWARE FOR SMOOTH OPERATION. SE4LANT5 SECTION 7A PROVIDE SEALANTS COMPLYING WITH REQUIRMENT INCLUDED HERE -IN, IN ORDER TO ESTABLISH AND MAINTAIN AIRTIGHT, VERMIN PROOF AND WATERPROOF CONTINOUS SEALS ON A PERMANENT BASIS. FAILURE OF INSTALLED SEALANTS TO COMPLY WITH THIS REQUIREMENT WILL BE RECOGNIZED AS FAILURE OF MATERIALS AND WORKMANSHIP. PROVIDE SEALANTS WHERE NOTED ON TINE DRAWINGS AND AT THE FOLLOWING LOCATIONS. BASE CABINET TO ADJACENT WALLS COUNTERTOP TO LOOSE BACKSPLASHE5 COUNTER BACKSPLASHES TO ADJACENT WALL FINISH GLASS SNEEZE GUARD TO SUPPORT POSTS COUNTERTOP SINK UNITS TO COUNTERTOPS SINK UNITS TO ADJACENT WALLS PIPES, SLEEVES , CHUTES, DUCT AND OTHER SIMILAR PENETRATIONS THRU PARTITIONS SEALANT MATERIAL: G.E. SC5 1200 OR EQUAL SINGLE COMPONENT ONE PART SILICONE RUBBER BASED AIR CURING NON SAG ELASTOMERIC SEALANT COMPLYING WITH FDA REQUIREMENTS FOR DIRECT CONTACT WITH FOOD PRODUCTS, DO NOT PROVIDE SEALANT WITH MOLD AND MILDOW RESISTANT MATERIALS. INSTALLATION CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION. PRIME OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. COMPLY WITH MANUFACTURER'S INSTRUCTIONS. FILL SEALANT RABBET TO A SLIGHTLY CONCAVE SURFACE, SLIGHTLY BELOW ADJOINING SURFACES, WHERE HORIZONTAL JOINTS ARE BETWEEN A HORIZONTAL SURFACE AND VERTICAL SURFACE, FILL JOINT TO FORM A MIN, 1/4" RADIUS CONVEX COVE, 50 THAT JOINT WILL NOT TRAP MOISTURE AND DIRT. CLEAN UP : DO NOT ALLOW SEALANTS TO OVERFLOW JOINTS OR SPILL ONTO ADJOINING WORK OR TO MIGRATE INTO VOIDS OF EXPOSED FINISHES. CLEAN ADJOINING SURFACES BY WHATEVER MEANS MAY BE NECESSARY TO ELIMINATE EVIDENCE OF SPILLAGE. METAL DOORS * FRAMES SECTION 8A PROVIDE METAL DOOR FRAMES AND HOLLOW METAL DOORS, WHERE NOTED ON THE DRAWINGS AND AS SPECIFIED HERE -IN. COMPLY WITH APPLICABLE REQUIREMENTS OF THE STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS: STANDARD STEEL DOORS AND FRAMES" LABELS: WHERE NOTED IN THE DRAWINGS, OR WHERE REQUIRED BY THE BUILDING CODE TO BE CONSTRUCTED OF FIRE RESISTIVE CONSTRUCTION, PROVIDE "UL" OR " WARNOCK HERSEY" TESTED AND LABLED PRODUCTS. INTERIOR DOORS 3/4" . THICK, WITH 20 GAGE COLD ROLLED SHEET STEEL FACES, FLUSH TYPE WITH VISIBLE EDGE SEAMS, EQUAL TO S TEELCRAFT #L 20 4. DRYWALL FRAMES:15 GAGE COLD ROLLED STEEL, KNOCK DOWN TYPE, WITH RESILIENT BUMPERS, EQUAL TO STEELCRAFT SERIES, DW 16 4 "EASY SET" DRYWALL FRAMES, PROVIDE 18 GAGE, DRYWALL FRAME ANCHOR WELDED TO FRAME, 4 ANCHORS PER JAMB MINIMUM. GENERAL FABRICATION: FABRICATE STEEL DOOR AND FRAME UNITS TO BE RIGID, NEAT IN APPEARANCE AND FREE FROM DEFECTS WRAP OR BUCKLE. WHERE POSSIBLE, FIT AND ASSEMBLE UNITS IN MANUFACTURER'S PLANT. SHOP PRIME ALL HOLLOW METAL DOORS AND FRAMES. HARDWARE FABRICATION: UNLESS OTHERWISE INDICATED, ALL DOORS AND FRAMES SALL BE MORTISED REINFORCED FOR HARDWARE IN THE FACTORY. PREFIT DOORS AT FACTORY WITH CLEARANCE OF 1 /8" AT VERTICAL EDGES AND AT TOP, 1 /8" IN 2" BEVEL AT LOCK EDGE, BOTTOM CLEARANCE, 3/8" WITHOUT THRESHOLD, 3/4" WITH THRESHOLD. INSTALL HOLLOW METAL DOORS AND FRAMES IN ACCORDANCE WITH M SET AM IN POSITION MANUFACTURER'S 5 RECOMMENDATIONS T FR ES ACCURATELY N POS T R R PLUMBED, ALIGNED AND BRACED SECURELY. FIT DOORS ACCURATELY WITHIN FRAMES IN ACCORDANCE WITH CLEARANCE INDICATED HERE -IN. SAND SMOOTH ALL RUST OR DAMAGED AREAS OF PRIME COAT AND APPLY TOUCH UP COAT OF COMPATIBLE PRIMER. XXV DOORS SECTION 8A PROVIDE WOOD DOORS WHERE NOTED ON THE DRAWINGS, AS SPECIFIED HERE -IN AND IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF AWI "ARCHITECTURAL WOOD QUALITY STANDARDS" S OLID CORE FLUSH WOOD DOORS: AWI SECTION 1300, CUSTOM GRADE, CONSTRUCTION MEETING AM SPEC STANDARD #FPC 7, PARTICLEBOARD CORE WITH 3 PLY MANUFACTURED FACE VENEER, NATURAL FINISHED DOORS: NATURAL FINISHED BIRCH HARDWOOD PAINTED DOORS : TEMPERED HARDBOARD VENEER PREFIT DOORS AT FACTORY WITH CLEARANCE OF 1/8" AT EACH VERTICAL EDGE AND AT TOP, 1/2" AT BOTTOM, AND I /S" IN 2" BEVEL AT LOCK EDGE, 3/8' CLEARANCE ABOVE FLOOR WITHOUT THRESHOLD, 3/4" ABOVE FLOOR WITH THRESHOLD INSTALL DOORS TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS. FIT DOORS IN FRAMES WITH UNIFORM CLEARANCE AND BEVELS. MATCHING DOORS FOR HARDWARE, IF REQUIRED SEAL CUT SURFACES OF DOOR EDGES AFTER FITTING AND MACHINING. REFINISH OR REPLACE DOORS DAMAGED DURING INSTALLATION. FINISH HARDWARE SECTION 8C PROVIDE FINISH HARDWARE THROUGHOUT THE WORK AS NEEDED FOR A COMPLETE INSTALLATION AND AS SPECIFIED HERE -IN. FIRE RATED OPENING : COMPLY WITU NFPA STANDARD NO. 80 AND LOCAL CODES FOR INSTALLATION OF HARDWARE IN FIRE RATED ASSEMBLIES. PROVIDE ONLY HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL OR FM IN COMPLIANCE WITH REQUIREMENTS OF DOOR DOOR FRAME LABELS. WITH KEYED CYLINDER LOCKS INSIDE OCCUPIED REMOVE EXISTING DEADBOLTS SPACE. REPLACE WITN NEW DEADBOLT, OR RECONFIGURE EXISTING UNIT, TO PROVIDE AN INSIDE TIUMBTURN LATCH, FASTENERS: PROVIDE NECESSARY SCREWS, BOLTS AND OTHER FASTENERS OF SUITABLE SIZE AND TYPE TO ANCHOR HARDWARE IN POSITION FOR LONG LIFE UNDER HARD USE. PROVIDE CONCEALED FASTENERS FOR HARDWARE UNITS WHICH ARE EXPOSED WHEN DOOR 1S CLOSED. INSTALL HARDWARE ITEMS AT HEIGHTS LISTED BELOW, OR IF NOT NOTED, INSTALLED AS RECOMMENDED BY THE DOOR AND HARDWARE INSTITUTE, EXCEPT AS SPECIFICALLY REQUIRED TO COMPLY WITH LOCAL CODES AND "A.D.A. ". INSTALL HARDWARE IN COMPLIANCE WITU THE MANUFACTURER'S INSTRUCTIONS AND AND RECOMMENDATIONS. SET UNITS LEVEL, PLUMB AND TRUE. STANDARD HINGES: TOP: 5" FROM HEAD OF FRAME TO TOP OF HINGE BOTTOM: 10" FROM FLOOR TO BOTTOM OF HINGE INTERMEDIATE: CENTERED AND BOTTOM HINGES EDIATE: CENT RE BETWEEN TOP GE S PIVOT HINGES AT DOUBLE SWING DOOR :TOP AND BOTTOM OF JAMBS AT BOTH SIDES OF FRAME DEADLOCKS: 60" FROM FLOOR TO CENTER LINE OF BOLT DOOR PULLS: 42" FROM FLOOR TO CENTER LINE OF GRIP DOOR PUSH PLATES: 45" FROM FLOOR TO CENTER LINE OF PLATE LOCK AND LATCHSETS: 38" FROM FLOOR TO CENTER LINE OF LEVER HANDLE ADJUST AND CHECK OPERATION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. HARDWARE SCHEDULE : SEE DRAWINGS GLASS AND GLAZING SECTION 8D PROVIDE GLASS AND GLAZING AT SNEEZE GUARDS, AS SHOWN ON THE DRAWINGS AND AS NOTED HERE -IN. TEMPERED GLASS : 1/4" CLEAR ANNEALED GLASS, HEAT TREATED TO STRENGTHEN GLASS IN BENDING TO NOT LESS THAN 4.5 TIMES ANNEALED STRENGTH. MIRROR GLASS : 1/4" QUALITY 02 CLEAR FLOAT GLASS FULL SILVER COATING, COPPER COATING AND ORGANIC COATING. SILICONE RUBBER BASED ELASTOMERIC SEALANT, EQUAL TO GE SEALANT : SCE 1200, CLEAR COLOR. PROTECT GLASS FROM EDGE DAMAGE DURING INSTALLATION, DISCARD UNITS WITH SIGNIFICANT EDGE DAMAGE OR OTHER IMPERFECTIONS. CLEAN GLAZING CHANNEL TO RECEIVE GLASS IMMEDIATLY BEFOR GLAZING. REMOVE COATINGS WHICH ARE NOT FIRMLY BONDED TO CHANNEL. REMOVE LACQUER FROM METAL SURFACES WHERE ELASTOMERIC SEALANTS ARE USED FORCE SEALANT INTO CHANNELS TO ELIMINATE VOIDS AND TO ENSURE AND CHANNEL TO GLASS E OM IN OR BOND OF SEALANT G D C WETTING" G SURFACES ALL EXPOSED SURFACES OF GLAZING LIQUIDS AND COMPOUNDS TO PROVIDE A SUBSTANTIAL "WASH" AWAY FROM GLASS, TO ELIMINATE DIRT AND MOISTURE POCKETS. CLEAN AND TRIM EXCESS GLAZING MATERIALS FROM GLASS AND GLAZING CHANNEL PROMTLY AFTER INSTALLATION TO ELIMINATE STAINS AND DI SCOLORAT IONS. REMOVE AND REPLACE GLASS WHICH IS BROKEN, CHIPPED, CRACKED, ABRADED OR DAMAGED IN OTHER WAYS DURING THE CONSTRUCTION PERIOD, INCLUDING NATURAL CAUSES, ACCIDENTS AND VANDALISM. •A514 AND POLISH GLASS ON BOTH FACES NOT MORE THAN ONE (I) DAY PRIOR TO SUBSTANTIAL COMPLETION. GYPSUM DRYWALL SECTION 'IA PROVIDE SCREW TYPE METAL SUPPORT SYSTEM, GYPSUM WALLBOARD, "TYPE I" EXHAUST DUCT ENCLOSURE TO ROOF, AND DRYWALL FINISHING OF PARTITIONS, FURRING, CEILING AND SOFFIT DROPS WHERE SHOWN OR NOTED ON THE DRAWINGS AND AS SPECIFIED HERE -IN, METAL FURRING : ASTM C 645, 25 GAUGE, 7/8" SIZE HAT SHAPED UNLESS NOTED OTHERWISE. METAL STUDS/ RUNNERS: ASTM C 645, 25 GAUGE, 7/8" DEPTH UNLESS NOTED OTHERWISE. "CH" $ "E" STUDS: ASTM C 645, 25 GAUGE, GALVANIZED, 2 1/2" DEPTH, EQUAL TO USG # 212CH25 $ #212E525 RESPECTIVELY, WITH Cu STUDS AT MAXIMUM 24" SPACING. GYPSUM WALLBOARD: I, STANDARD GYPSUM WALL BOARD SHALL BE FOUR FEET WIDE SHEETS WITH TAPERED EDGES 2. ASTM C 36, TYPE X, BEVELED EDGE, 24" WIDE, 1" 3. 5/8" TYPE "X" AT DEMISING PARTITIONS (VERIFY IF EXISTING) 4. WATER RESISTANT 5/5" THICK ASTM36 FOR INSIDE WALLS OF RESTROQM(S) WHEN SHOWN ON PLAN. TRIM ACCESSORIES: CESSORIES WITH BEADS FOR CONCEALMENT OF FLANGES IN JOINT COMPOUND. CONTROL JOINTS: PROVIDE TWO (2) BUTTED EDGE TRIM BEADS IN LIEU OF ONE PIECE UNIT. JOINT TREATMENT :ASTM C 475, PAPER REINFORCING JOINT TAPE, WITH READY MIXED VINYL TYPE JOINT COMPOUND MULTI PURPOSE GRADE. COMPLY WITH "GYPSUM" CONSTRUCTION HAND BOOK BY UNITED STATES GYPSUM CO. AND RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD BY THE GYPSUM ASSOCIATION AND ALL INSTALLATION WORK FRAMING INSTALLATIG'! : ISOLATE STUD FRAMING FROM TRANSFER OF STRUCTURAL LOADING TO SYSTEM, BOTH HORIZONTALLY AND VERTICALLY. PROVIDE SLIP OR CUSHIONED TYPE JOINTS TO ATTAIN LATERAL SUPPORT AND AVOID AXIAL LOADING. INSTALL RUNNER TRACKS AT FLOORS, CEILING AND STRUCTURAL WALLS AND COLUMNS WHERE GYPSUM DRYWALL STUD SYSTEMS ABUTS OTHER WORK. SPACE STUDS AND WALL FURRING MEMBERS 16" O.C. OD 20 GAUGE STUDS TYPICALLY. FRAMED R OPENING WITH (2) 2 G GE T EACH A JAMB, WITH RUNNER TRACK AT HEAD SECURE TO JAMB STUDS. INSTALL GYPSUM BOARD VERTICALLY TO AVOID END BUTT JOINTS WHERE POSSIBLE. IF NECESSARY, LOCATE END BUTT JOINTS AS FAR FROM CENTER OF WALLS AND CEILINGS AS POSSIBLE AND STAGGER NOT LESS THAN 1' 0 ". DO NOT INSTALL IMPERFECT, DAMAGED OR DAMP BOARDS. DO NOT FORCE IN PLACE. LOCATE JOINTS OVER SUPPORTS, WITH LIKE EDGES (TAPERED OR CUT) ABUTTING. FROM CONTROL JOINTS WITH SPACE BETWEEN EDGES OF BOARDS, PREPARED TO RECEIVE TRIM ACCESSORIES INSTALL METAL CORNER BEADS AT ALL EXTERNAL CORNERS OF DRYWALL WORK INSTALL METAL EDGE TRIM AT ALL EDGES WHERE GYPSUM BOARD 15 EXPOSED OR SE111 EXPOSED. INSTALL CONTROL JOINTS ABOVE ALL DOOR JAMBS, AND AS INDICATED ON THE DRAWINGS. APPLY JOINT TREATMENTAT ALL JOINTS (BOTH DIRECTIONS), METAL TRIM FLANGES, PENETRATIONS, FASTENER HEADS, SURFACE DEFECTS AND ELSEWHERE AS REQUIRED TO PREPARE WORK FOR FINAL FINISH. APPLY JOINT COMPOUND IN THREE (3) COATS AND SAND SMOOTH BETWEEN LAST TWO (2) COATS AND AFTER LAST COAT. CERAMIC TILE SECTION 98 PROVIDE TILE UNITS INDICATED ON THE DRAWINGS WITN BULLNOSE TRIM UNITS MATCHING CHARACTERISTIC OF ADJOINING FLAT TILE. PROVIDE COVE BASE UNITS WHEN NOTED ON THE DRAWINGS. SEQUENCE OF WALL TILE WORK : INSTALL CERAMIC WALL TILE ONLY AFTER BASE CABINETS, COUNTERTOPS AND WALL CABINETS HAVE BEEN SET IN PLACE SEQUENCE OF CERAMIC FLOOR TILE: WITU CERAMIC COVE BASE, INSTALL CERAMIC FLOOR TILE AFTER INSTALLATION OF GYPSUM WALL BOARD PARTITIONS AND AFTER INSTALLATION OF BASE CABINETS MAINTENANCE STOCK AT TIME OF COMPLETION DELIVER TO THE OWNER A MINIMUM OF : 4 SQUARE FEET OF FIELD COLOR, WALL TILE: 2 SQUARE FEET OF EACH TRIM COLOR WALL TILE, AND 10 SQUARE FEET OF FLOOR TILE, OF EACH TILE SIZE USED, FOR FUTURE REPLACEMENT USE. FLOOR TILE SHALL BE SET ON " NOBLE SEAT" WATERPRROOF MEMBRANCE, 30 MIL $ EPDXY MODIFIED MOTAR $ GROUT, OR APPROVED EQUI VALENT. PROVI DE WATER PROOF MEMBRANE IF SPACE 15 NOT ON 1ST LEVEL, AND /OR IF REQUIRED BY LANDLORD. GROUT COLOR : REFERENCE MATERIAL $ COLOR SCHEDULE. WALL TILE SHALL BE SET ON ORGANIC ADHESIVE MEETING ANSI A136. I, TYPE II. USE PORTLAND CEMENT GROUT WITH ACRYLIC ADDITIVE, PER TCA META -100 NO: W242. GROUT COLOR : REFERENCE MATERIAL $ COLOR SCHEDULE. TILE INSTALLATION : REMOVE EXISTING COATING CURING COMPOUND, MEMBRANCE OIL, GREASE, WAX OR DUST. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES, TO FORM A COMPLETE COVERING WITHOUT INTERRUPTIONS. TERMINATE WORK NEATLY AT OBSTRUCTIONS EDGES AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. (SEE DRAWINGS FOR WALL TILE BEHIND EQUIPMENT NOT REQUIRED.) ACCURATELY FROM OBSTRUCTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT EDGES OF TILE ABUTTING TRIM FINISH OR BUILT IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES AND OTHER PENETRATIONS SO THAT PLATES COLLARS, OR COVERS OVERLAP TILE. .JOINT PATTERN:UNLE55 OTHERWISE SHOWN, LAY TILE IN GRID PATTERN. LAYOUT TILE WORK AND CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR IN EACH WALL AREA. ADJUST TO MINIMIZE TILE CUTTING. PROVIDE UNIFORM JOINT WIDTH. CLEAN AND PROTECT : UPON COMPLETION OF PLACEMENT AND GROUTING, CLEAN ALL TILE SURFACES SO THEY ARE FREE OF FOREGIN MATTER. PROTECT INSTALLED TILE UNTIL GROUT HAS CURED. PROVIDE KRAFT PAPER OR OTHER HEAVY COVERING TO PREVENT DAMAGE OR SOILING TO FLOOR TILE ACOUSTICAL CEILINGS SECTION 9C PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION GRID, AS SHOWN AND SCHEDULED ON THE DRAWINGS, AND AS SPECIFIED HERE -IN. MAINTENANCE STOCK : AT TIME OF COMPLETION, DELIVER ONE PACKAGE OF ACOUSTICAL PANELS TO THE OWNER OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. SUSPENSION MATERIALS :COMPLY WITH ASTM C 635 FOR INTERMEDIATE DUTY CLASS SYSTEM. SIZE ATTACHMENT DEVICES FOR FIVE (5) TIMES DESIGN LOAD. HANGER WIRE SHALL BE GALVANIZED CARBON STEEL, ASTM A 641 SOFT TEMPER, PRESTRETCHED, 12 GAUGE MINIMUM. INSTALLATION : COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND WITH GOVERNING REGULATIONS. FIRE RESISTANCE RATING REQUIREMENTS AND WITH INDUSTRY STANDARDS APPLICABLE TO THE WORK. I N DIRECTIONALLY ATTERNED UN TS SAN ORIENT P ACOUSTICAL UNITS AND R E T ARRANGE L T RRANG IN THE MANNER SHOWN BY REFLECTED CEILING PLANS, WITH PATTERN RUNNING IN ONE DIRECTION. COORDINATE WITH MECHANICAL, ELECTRICAL AND SPRINKLER SYSTEM REQUIREMENTS. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636, WITH HANGERS SUPPORTED ONLY FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NOT LESS THAN 6" FROM EACH END AND SPACE 4' -O" ALONG EACH CARRYING CHANNEL OR DIRECT HUNG RUNNER. SECURE WIRE HANGERS BY LOOPING AND WIRE TYING , EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE SCREWS, OF OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT LOCATIONS WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL UNITS INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENTION SYSTEM, WITN EDGES CONCEALED BY SUPPORT OF SUSPENTION MEMBERS. SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS AND AT PENETRATIONS. PAINTING SECTION 9D WORK INCLUDES SURFACE PREPARATION AND PAINTING OF ALL INTERIOR SURFACES EXPOSED TO VIEW, THROUGHOUT THE PROJECT. WHERE ITEMS OR SURFACES ARE NOT SPECIFICALLY MENTIONED, PAINT THE SAME AS SIMILAR ADJACENT MATERIALS OR AREAS. EXPOSED PORTIONS OF FLUSH MOUNTED GRILLES, DIFFUSERS AND RECESSED LIGHT FIXTURE TRIMS SHALL BE PAINTED TO MATCH COLOR OF THE CEILING, IF THE CEILING 15 PAINTED OTHER THAN WHITE PAINTING NOT REQUIRED : UNLESS OTHERWISE INDICATED, PAINTING 15 NOT REQUIRED ON CASEWORK , PLASTIC LAMINATE, MECHANICAL EQUIPMENT, PLUMBING FIXTURES, ELECTRICAL EQUIPMENT (EXCLUDING EXPOSED DISTRIBUTION CABINETS) ELECTRICAL DEVICES, OR FOOD SERVICE EQUIPMENT. PAINTING IS NOT REQUIRED ON SURFACE SUCH AS WALLS OR CEILINGS IN CONCEALED OR INACCESSIBLE AREAS. METAL SURFACES OF CHROMIUM IUM A E AND SIMILAR NUM STAINLESS EL R PL T I MI STEEL, ZED ALU , FINISHED MATERIALS WILL NOT REQUIRE FINISH PAINTING. DO NOT FAINT OVER CODE REQUIRED LABELS OR EQUIPMENT IDENTIFICATION LABELS. DELIVER MATERIALS TO JOB SITE IN ORIGINAL, NEW AND UNOPENED PACKAGES AND CONTAINERS BEARING MANUFACTURER'S NAME AND LABLE. STORE MATERIALS NOT IN ACTUAL USE IN TIGHTLY COVERED CONTAINERS. MAINTAIN CONTAINERS USED IN STORAGE OF PAINT IN A CLEAN CONDITION FREE OF FOREIGN MATERIALS AND RESIDUE. KEEP STORAGE AREA NEAT AND ORDERLY. REMOVE RAGS AND WASTE DAILY. TAKE ALL PRECAUTIONS TO ENSURE THAT WORKMEN AND WORK AREAS ARE ADEQUATELY PROTECTED FROM FIRE HAZARDS AND HEALTH HAZARDS RESULTING FROM HANDLING, MIXING AND APPLICATION OF PAINTS. JOB CONDITIONS :APPLY PAINTS ONLY WHEN TEMPERATURE OF SURFACES TO TO BE PAINTED AND SURROUNDING AIR TEMPERATURE ARE WITHIN RECOMMENDED RANGE PERMITTED BY THE PAINT MANUFACTURER'S PRINTED INSTRUCTIONS. DO NOT APPLY PAINT WHEN RELATIVE HUMIDITY EXCEEDS 85% OR TO DAMP OR WET SURFACES. ACCEPTABLE MANUFACTURERS : PROVIDE PRODUCTS OF ONE OF THE FOLLOWING TO MATCH COLORS NOTED DEVOE AND REYNOLDS CO. (DEVOE) GLIDDEN COATING AND RESINS (GLIDDEN) BENJAMIN MOORE AND CO. ( MOORE) THE SHERWIN WILLIAMS CO, (5 IN) PARTT $ LAMBERT (FL) MATERIALS: PROVIDE PRODUCTS EQUAL TO MATERIALS LISTED IN THE PAINT SCHEDULE INCLUDED HERE -IN. NOTE THAT PROPRIETARY NAMES USED TO DESIGNATE COLOR (ON THE DRAWINGS) OR MATERIALS (SCHEDULE HERE -IN) ARE NOT INTENDED TO IMPLY THAT PRODUCTS OF NAMED MANUFACTURER ARE REQUIRED TO THE EXCLUSION OF EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS, LISTED ABOVE INSPECTION : EXAMINE AREAS AND CONDITIONS UNDER WHICH PAINTING WORK IS TO APPLIED. DO NOT PROCEED IF CONDITONS EXIST THAT ARE DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF THE WORK, STARTING OF PAINTING WORK WILL BE CONSTRUED AS ACCEPTANCE OF SURFACES AND CONDITIONS SURFACES PREPARATION :CLEAN SURFACES OF DIRT, RUST, SCALE, GREASE, MOISTURE, OR OTHER CONDITIONS OTHERWISE DETRIMENTAL TO FORMATION OF A DURABLE PAINT FILM. PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S PRINTED INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION. REMOVE HARDWARE, ACCESSORIES, PLATES LIGHTING FIXTURES AND SIMILAR ITEMS IN PLACE AND NOT TO BE FINISH PAINTED OR PROVIDE SURFACE APPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. REMOVE IF NECESSARY, FOR COMPLETE PAINTING OF ITEMS AND ADJACENT SURFACES. FOLLOWING COMPLETION OF PAINTING OF EACH SPACE OR AREA, REINSTALL REMOVED ITEMS. COMPLY WITH MANUFACTURER'S PRINTED DIRECTIONS IN APPLYING PAINT MATERIALS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. SCHEDULING : APPLY FIRST COAT MATERIAL PRIMER TO SURFACES THAT HAVE BEEN CLEAND, PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION, ALLOW SUFFICIENT TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. DO NOT RECOAT UNTIL PAINT HAS DRIED TO L 5 IC UNDER MODERATE IT FEELS FIRM, DOES NOT DEFORM OR FEEL STICKY DER M E THUMB PRESSURE AND APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE LIFTING OR LESS OF ADHESION OF THE UNDERCOAT. ALL EXPOSED MASONRY WALLS TO RECL D COVERAGE. CLOUDINESS, SPOTTING HOLIDAYS, LAP MARKS, BRUSH MARKS RUNS, SAGS, ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE APPLY ADDITONAL PAINTCOATS WHEN UNDERCOATS, STAINS OR OTHER CONDITIONS SNOW THROUGH FINAL COAT OF PAINT, UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR AND APPEARANCE. GIVE SPECIAL ATTENTION TO INSURE THAT SURFACES. INCLUDING EDGES, CORNERS CREVICES AND EXPOSED FASTENERS RECEIVE A DRY FILM THICKNESS EQUIVALENT TO THAT OF FLAT SURFACES. REMOVE, REFINISH OR REPAINT WORK NOT IN COMPLIANCE WITU SPECIFIED REQUIREMENTS. CLEAN UP : DURING THE PROGRESS OF THE WORK, REMOVE FROM SITE DISCARDED PAINT MATERIALS, RUBBISH CANS AND RAGS AT END OF EACH WORK DAY. UPON COMLETION OF FAINTING WORK, CLEAN WINDOW GLASS AND OTHER PAINT SPATTERED SURFACES. REMOVE SPATTERED PAINT OR OTHERWISE DAMAGED FINISH SURFACES. TOUCH UP AND RESTORE ALL DAMAGED OR DEFACED PAINT SURFACES AFTER COMPLETION OF WORK OF OTHER TRADES. INTERIOR PAINT SCHEDULE : PRODUCTS LISTED BY SHERWIN WILLIAMS 1 -800- 321 -8194. GYPSUM DRYWALL: EGG SHELL ALKYD ENAMEL (CLASS A : 5 5 0) FIRST COAT: B28WI PRO MAR LATEX WALL PRIMER 1.4 DRY MILS SECOND AND THIRD COATS: B 33 ALKYD EGG SHELL ENAMEL 2.0 DRY MILS GYPSUM DRYWALL: SEMI GLOSS ALKYD ENAMEL (CLASS A: 5 5 A) FIRST COAT: 132814I PRO MAR LATEX WALL PRIMER 1.4 DRY MILS SECOND AND THIRD COATS: B 33 PRO MAR ALKYD SEMI GLOSS 2.0 M FERROUS DRY ME TAL: SEMI GLOSS ALKYD ENAMEL (CLASS A: 5 5 0) FIRST COAT: B50N2 /550WI KEN KROMIK METAL PRIMER 2.0 MILS NOTE: PRIMER NOT REQUIRED ON PRE PRIMED ITEMS SECOND AND THIRD COATS: B .34 PRO MAR ALKYD SEMI GLOSS 2.0 DRY MILS PAINTED WOOD WORK AND HARDBOARD: SEMI GLOSS ALKYD ENAMEL (CLASS A: 5 5 0) FIRST COAT: B49142 WALL AND WOOD PRIMER 2.0 DRY MILS SECOND AND THIRD COATS: B34 PRO MARK SEMI GLOSS ENAMEL 2.0 DRY MILS NATURAL FINISHED WOODWORK: OIL BASED VARNISH (CLASS A: 5 5 0) FIRST COAT: A66V9I OIL BASE VARNISH THINNED WITH 1 PINT THINNER MAX. PER 1 GALLON VARNISH SECOND COAT: A66F90 OIL BASE STAIN VARNISH FRP PANELING SECTION 9E WORK INCLUDES SURFACE PREPARATION OF WALL SURFACES AND INSTALLATION OF FIBERGLASS REINFORCED PLASTIC (FRP) PANELING WHERE INDICATED ON THE DRAWINGS, AS SPECIFIED HERE -IN AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. FRP PANELS: .090" THICK x 4' WIDE "MARLITE FRP ", # P 100 WHITE COLOR OR EQUAL USDA ACCEPTED, SEMI RIGID FIBERGLASS REINFORCED PLASTIC PANELING, CLASS C: FLAME SPREAD LESS THAN 200, SMOKE DEVELOPED LESS THAN 450, PER ASTM E- 54. WHEN REQUIRED BY LOCAL CODES, PROVIDE FIRE RATED FRP MATERIAL, WITH UL CLASSIFIED FLAME SPREAD OF LESS THAN 20, FUEL CONTRIBUTED 0. AND SMOKE DEVELOPED 200 OR LESS, PER ASTM E 84. PREPARATION :LAY PANELS FLAT. WALLS MUST BE DRY $ FREE OF DIRT, DUST * GREASE PANEL FITTING: POSITION PANELS WITH I/4" GAP AT CEILING AND FLOOR AND 1/8" GAP BETWEEN EACH PANEL AND DIVISION BAR OF MOLDINGS TO ALLOW FOR NORMAL EXPANSION AND CONTRACTION. ALLOW NOT LESS THAN 1/8" GAP AROUND PIPES, ELECTRICAL FITTINGS AND OTHER PROJECTIONS INSTALL PANELS BY USING MARLITE # C 375 ADHESIVE (OR MARLITE # C 551 ADHESIVE WHERE SOLVENT VAPORS CANNOT BE ADEQUATELY VENTILATED) TO BACK OF PANELS FOR 100% COVERAGE, WITN A NOTCHED TROWEL. BEFORE ADHESIVE SKINS OVER, SET PANELS IN POSITION AND PRESS AGAINST WALL. PULL ENTIRE PANEL BACK AWAY FROM WALL 8" TO 10" TO FLASH OFF SOLVENTS. PRESS BACK IN PLACE. APPLY ADEQUATE PRESSURE TO MAKE FULL CONTACT BETWEEN PANEL AND WALL. PANEL MOLDINGS: PROVIDE ONE PIECE MATCHING TRIM AND PANEL MOLDINGS AT ALL JOINTS BETWEEN PANELS AND AT TOP AND BOTTOM EDGES OF PANELS INSTALL MOLDING WITH CONTINUOUS BEAD OF KEMLITE SILICONE SEALANT #255 DURING INSTALLATION OF PANELS. SEAL JOINTS BETWEEN MOLDINGS AND BETWEEN MOLDING AND ADJACENT FINISH MATERIAL, REMOVE EXCESS IMMEDIATELY. SEALANT ED MISCELLANEOUS SPECIALITIES SECTION 10 A PROVIDE THE FOLLOWING SPECIALTIES WHERE NOTED ON THE DRAWINGS AND AS SPECIFIED HERE -IN, INSTALL SPECIALTY ITEMS FURNISHED BY OTHERS, AS INDICATED ON THE DRAWINGS. CORNER GUARDS (CG): STAINLESS STEEL 1 --I/2" x I -1/2" W /CAP AUTOMATIC SPRINKLER SYSTEM SECTION I5A PROVIDEAUTOMATIC FIR EXTINGUISHING DISTRIBUTION SYSTEM WITHIN TI-!E PROJECT SITE, OR MODIFY EXISTING SPRINKLER SYSTEM.HEAD LOCATIONS TO ACCOMMODATE NEW PARTITIONS, SOFFITS, DROPS, CEILING HEIGHTS, ETC. COMPLIAIITH ALL REQUIREMENTS OF THE LANDLORD, THE LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENTAL AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. DESIGN AND INSTALLATION SHALL COMPLY WITH NFPA #13 AND #14 AND ALL APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES. SUBCONTRACT THE WORK TO A L LICENSE ANDLOD RD CONTRACTOR , APPROVED FOR USE AND DESIGNATED BY THE SHOP DRAWINGS MUST BE SUBMITTED TO THE LANDLORD, AND OBTAIN H15 WRITTEN APPROVAL OF THE SHOP DRAWINGS PRIOR TO MODIFICATION, SHOP DRAWINGS SHALL SHOW EXISTING PIPING AND SPRINKLER HEADS, RELOCATED HEADS, CEILING CONSTRUCTION AND HEIGHTS, LIGHTS, MECHANICAL DIFFUSERS, SOFFITS AND OTHER CEILING DROPS. SUBMITTALS/ CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED /SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE 'STATE' OF THE PRODUCT WHO IS COMPETENT IN DESIGN AND PREPARATION OF AN AUTOMATIC SPRINKLER SYSTEM. USE SCHEDULE 40 BLACK IRON PIPE FOR ENTIRE DISTRIBUTION SYSTEM. ALL ELECTRICAL PORTION OF SYSTEM SHALL BE IMPLEMENTED BY A LICENSED ELECTRICIAN AND SHALL BE COORDINATED WITH SPRINKLER CONTRACTOR. NOTIFY LANDLORD PRIOR TO DRAINING AND /OR REFILLING SPRINKLER T EXISTING ROM MAIN S S EM SYSTEM. DISCONNEC SYSTEM F Y T , ERFORM THE P WORK, TEST AND RECONNECT TO MAIN SYSTEM. ALL WORK SHALL BE DONE BY LANDLORD APPROVED CONTRACTOR OR SHALL BE DONE BY LANDLORD CONTRACTOR AT OWNER EXPENSE. PLUMBING SYSTEM SECTION 155 THE WORK INCLUDES NMODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING SYSTEM. THE WORK ALSO INCLUDES FINAL CONNECTIONS TO FOOD SERVICE EQUIPMENT AND BEVERAGE DISPENSING EQUIPMENT PROVIDED BY OTHERS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES AND SUBJECT TO INSPECTION. WORK ON ELEVATED CONCRETE SLABS SHALL BE CORE DRILLED IN COORDINNATION WITH LANDLORD AS TO LOCATION AND AT TIMES DICTATED BY LANDLORD. SUBCONTRACT BELOW SLAB SANITARY SEWER CONNECTIONS, NEW SEWER WORK AND INSTALLATION AND SEALING OF ALL FLOOR PENETRATIONS TO A PLUMBING SUB CONTRACTOR APPROVED FOR USE BY THE LANDLORD TO INSURE INTEGRITY OF THE SYSTEM, HOOK - CHARGES, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART OF THIS SECTION. THE INTENT OF THE DRAWINGS IS TO INDICATED THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURE'S STANDARD ROUGH IN DRAWINGS FOR PLUMBING FIXTURES, FOR EXACT LOCATIONS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEM GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONSTRUCTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND ALLOW FOR INSTALLATION OF OTHER WORK INCLUDING DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDED * INSTL. ISOLATING DIALECTIC UNION. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING. FIXTURES FURNISHED 8Y OTHERS: PROVIDE SUPPLIES AND TRAPS AT ALL HAND SINKS AND THREE COMPARTMENT UTILITY SINK FURNISHED BY OTHERS. REFER TO FIXTURE SCHEDULE TO VERIFY ITEMS TO BE PROVIDED BY OWNER. SEWER AND WASTE PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE LEASED SPACE WITH CONNECTION TO THE LANDLORD'S EXISTING DRAINAGE SYSTEM ON SITE. ALL DRAINAGE PIPING (ABOVE AND BELOW GRADE) SHALL BE SERVICE WEIGHT CAST IRON WITH "TYSEAL" FITTINGS OR EQUAL. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4" PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS. VENTSFROVIDE A COMPLETE SYSTEM OF VENT RISERS WITHIN THE LEASED SPACE, CONNECTING INTO THE LANDLORD'S EXISTING VET SYSTEM. PIPE MATERIAL SHALL MATCH THE WASTE PIPING. ALL VENTS SHALL BE CONNECTED TO EXISTING VENT S OR CARRIED THROUGH THE ROOF WITH FLASHING. ALL ROOF PENETRATIONS SHALL BE BY THE LANDLORD APPROVED CONTRACTOR AT THE OWNER'S EXPENSE. CONTRACTOR'S ALTERNATFIHEN PERMITTED BY LANDLORD AND LOCAL CODE ONLY, SUBMIT ALTERNATE COST TO THE OWNER FOR COMPLETE SYSTEM OF PVC DRAIN, WASTE AND VENT PIPING. CLEANOUTS:PROVIDE CLEANOUTS AS SHOWN ON PLUMBING FLOOR PLAN. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE. WATER DISTRIBUTION PIPING: HOT /COLD POTABLE DISTRIBUTION SYSTEM SHALL BE INSTALLED PER PLAN WHICH SHALL ALLOW THE PIPE DRAIN AUTOMATICALLY WHEN NEEDED. UTILIZE TYPE K COPPER WITHIN THE WALLS AND TYPE L COPPER ABOVE THE CEILING. PIPE PENERTRATION THROUGH WALLS SHALL BE SLEEVED TO PROTECT PIPE AND INSULATION. FLOOR DRAIN:INSTALL FLOOR DRAINS SHOWN ON PLUMBING FLOOR PLAN. ALL FLOOR DRAINS SERVING FIXTURES WITH INDIRECT DISCHARGE SHALL BE EQUIPPED WITH FUNNEL. PIPE INSULATION:INSULATE ALL HOT AND COLD WATER PIPING. PROVIDE 1/2" PREFORMED FIBERGLASS, ASJ VB, FLAME SPREAD 25, SMOKE DEVELOPED 50, ASTM C 547. SHUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE. FOOD SERVICE EQUIPMENT ITEM OR OTHER EQUIPMENT ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT, VALVES SHALL BE EQUAL TO JENKINS #902 T BALL VALVE, CHROME FINISHED BRONZE, TEFLON SEATS AND PACKING, 400 IB. W.O.G. SOLDER END. ACCESS PANELS SHALL BE PROVIDED UNDER THIS SECTION WHERE CONTROL DEVICES, VALVES, ETC. ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY IN SUSPENDED CEILINGS, ACCESS PANELS ARE NOT REQUIRED. SUPPLIES AND TRAPS :ROVIDE HATER SEALED TRAPS AND /OR SUPPLIES INSTALLED AS CLOSE AS POSSIBLE TO ALL PLUMBING FIXTURES, DRAINS AND FOOD SERVICE EQUIPMENT OR BEVERAGE DISPENSING EQUIPMENT ITEMS FURNISHED BY OTHERS, HAVING A WASTE CONNECTION, OR REQUIRING WATER SERVICE. EXPOSED TRAPS AND SUPPLIES IN EXPOSED AREAS (INCLUDING CABINET INTERIORS) SHALL BE CHROMIUM PLATED BRASS WITH CHROME PLATED ESCUTCHEON PLATES. INSTALLATION:THROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION HILL PERMIT. FIXTURES PER IT. SET F XTURES LEVEL AND IN PROPER ALIGNMENT. INSTALL SUPPLIES IN PROPER ALLIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL FOR SANITARY JOINT. TESTWATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP 15 DEFICIENT, REPLACE OR REPAIR AS REQUIRED AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. NATURAL GA5 PIPING SYSTEM SECTION 15C PROVIDE A COMPLETE GAS PIPING SYSTEM TO SERVE FOOD SERVICE EQUIPMENT ITEMS AND THE HATER HEATER WHEN INDICATED ON THE DRAWINGS. PROVIDE EITHER THREADED STEEL OR MALLEABLE IRON PIPE WITH MALLEABLE FITTINGS OR WELDED STEEL. PROVIDE ALL UNION, SHUT OFF VALVES AND DIRT LEGS REQUIRED BY NFPA 54 AND GOVERNING LOCAL CODES. PROVIDE ALL TESTS, METERS, INSPECTIONS, HANGERS AND EQUIPMENT CONNECTIONS REQUIRED FOR COMPLETE AND OPERATING SYSTEM. H V A C SYSTEM SECTION 15D THE WORK INCLUDES MODIFICATION TO THE EXISTING HVAC SYSTEM AND PROVIDING NEW DUCTWORK, GRILLES, INSULATION CONTROLS AND EQUIPMENT NECESSARY FOR A COMPLETE FUNCTIONING SYSTEM, THE WORK INCLUDES A COMPLETE AND FUNCTIONING HVAC SYSTEM INCLUDING DUCTWORK, GRILLES, INSULATION, CONTROLS AND EQUIPMENT. HVAC SYSTEM INCLUDES BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING: HEATING, VENTILATING AND AIR CONDITIONING UNITS(5) SUPPLY ¥ RETURN DUCTWORK SYSTEM WITH GRILLES, DIFFUSERS, FILTERS AND DAMPERS TEMPERATURE CONTROL SYSTEM INCLUDING LOW VOLTAGE WIRING DUCTHEREIN , PIPING AND EQUIPMENT INSULATION WHERE INDICATED ROOF CURBS ROOFING AND FLASHING OF ROOF PENETRATIONS REQUIRED FOR EQUIPMENT NOTED CONTROLS AND WIRING FOR CONNECTION TO LANDLORDS FIRE /SMOKE ALARM SYSTEM (WHEN REQD.) INSTALLATION OF TYPE 1 EXHAUST HOOD AT FRYERS, FURNISHED BY OTHERS INSTALLATION OF " ANSUL" SYSTEM IN TYPE 1 EXHAUST SYSTEM, FURNISHED SUBCONTRACTTHE WORK OF THIS SECTION TO AN ENTITY APPROVED FOR HVAC WORK BY THE LANDLORD, TO INSURE INTEGRITY OF THE SYSTEM. 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 THE DUCTWORK, CONNECTIONS ACCESSORIES OFFSET 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 OR ORDINANCE AND SUBJECT TO INSPECTION. COORDINATE WIN THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE LANDLORD AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE, ROOFTOP EQUIPMENT ITEMS SHALL BE FURNISHED WITH INTEGRAL MOUNTING CURB, TO COMPLY WITU REQUIREMENTS OF THE EXISTING ROOFING SYSTEM. DUCKWORK5HEET METAL FABRICATED AND INSTALLED - ASHRAE AND SMACN4STANDARDS. SHEET METAL SHALL BE 24 GUAGE GALVANIZED SHEET STEEL OF LOCK FORMING QUALITY ASTM A 525, UNLESS OTHERWISE NOTED, DUCT DIMENSIONS ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS ON LINED DUCTS, OR SHEET METAL DIMENSIONS ON UNLINED DUCTS. ALL ANGLE IRON USED FOR SUPPORT SHALL BE GALLVINIZED. CONNECTIONS TO WALLS OR FLOORS SHALL BE AIRTIGHT WITH ANGLE IRON CAULKING. TYPE I EXHAUST DUCT: 16 GAUGE STEEL WITH CONTINUOUS LIQUID TIGHT WELDS ON ALL EXTERNAL SURFACE OF DUCT. DO NOT PENETRATE DUCT WALLS WITH ANCHORS OR FASTENERS, FABRICATE IN COMPLIANCE WITH NFPA REQUIREMENTS, SO THAT GREASE WILL NOT BE POCKETED IN ANY PORTION. SLOPE HORIZONTAL DUCTS A MINIMUM 1/4" PER FOOT TOWARD THE EXHAUST HOOD OR AN APPROVED GREASE RESERVOIR. WHEN HORIZONTAL DUCTS EXCEED 75' IN LENGTH, PROVIDE MINIMUM I" SLOPE PER FOOT. ACCESS DOORS OR CLEANOUTS (IF REQUIRED) SHALL BE TIGHT FITTING UNITS CONSTRUCTED OF THE SAME MATERIAL AS THE DUCT, LATCHED TO BE OPENED WITHOUT USE OF A TOOL. SEAL ALL DUCT SEAMS, TRANSVERSE AND LONGITUDINAL, AIR TIGHT. PROVIDE TURNING VANES AT ALL ELBOWS OR OFFSETS EXCEEDING 33 DEGREES. COMUSTION EXHAUST SYSTEM:PROVIDE ALL DRAFT HOODS, VENT CONNECTORS, LISTED CAPS AND TYPE "3" FLUES NECESSARY TO VENT THE PRODUCTS OF COMBUSTION FROM GAS APPLIANCES SHOWN ON THE PLAN. COMPLY WITH NFPA 5A FOR SIZE AND INSTALLATION REQUIREMENTS AND LOCAL CODES HAVING JURISDICTION. DUCT INSTALLATION/LINER: PROVIDE 1 I/2 ", 2" DEALING DUCT LINER ON ALL SUPPLY AND RETURN AIR DUCT. DUCTLINER SHALL BE 3 PCF NEOPRENE COATED DUCT LINER MEETING NFPA 90A, FLAME SPREAD UNDER 25, SMOKE DEVELOPED UNDER 50. APPLY TO SHEET METAL DUCTWORK WITH 100% COVERAGE OF ADHESIVE. PROVIDE ADDITIONAL MECHANICAL FASTENERS ON DUCTS OVER 12" WIDE OR 16" NIGH. MECHANICAL FASTENERS SHALL BE "GRIPNAIL" OR WELDED PIN AND SPEED CLIPS SPACE 15" 0.G. FLEX DUCT: PROVIDE FACTORY ASSEMBLED CLASS 1 AIR DUCT (UL 151) WITH I" THICK 1 PCF FIBERGLASS INSULATION AND REINFORCED OUTER PROTECTIVE COVER /VAPOR BARRIER. FLEX DUCT SHALL MEET NFPA 9OA WITH FLAME SPREAD UNDER 25, SMOKE DEVELOPED UNDER 50 AND SHALL BE RATED FOR 2" W.G. PRESSURE AND 0 TO 250 DEGREE TEMPERATURE. PROVIDE METAL ADJUSTABLE CLAMPING DEVICES, SCREW OPERATED. USE TWISTLOCK CONICAL TAP EXCEEDING 12 FEET IN LENGTH FOR ANY FLEX DUCT. ACCESS PANELS: PROVIDE HINGED ACCESS PANELS IN DUCTWORK WHERE REQUIRED FOR ACCESS TO EQUIPMENT, PROVIDE INSULATED ACCESS DOORS IN INSULATED DUCTWORK, ROOF PENETRATIONS SHALL COMPLY WITH SMACNA AND NRCA STANDARDS, WITH REQUIREMENTS OF THE LANDLORD, AND WITH ALL REQUIREMENTS OF THE EXISTING ROOFING WARRANTY OR GUARANTEE. SUBCONTRACT ROOFING PENETRATION WORK TO AN ENTITY APPROVED FOR USE BY THE LANDLORD. DO NOT PERFORM ROOFING PENETRATIONS IN A MANNER WHICH WOULD VOID OR OTHERWISE LITIIT THE EXISTING ROOFING WARRANTY OR GUARANTEE IN FORCE. FIRE DAMPERS SHALL BE INSTALLED WHEREVER DUCTS PENETRATE FIRE RATED CORRIDOR OR DEMISING WALLS AND AT FIRE RATED FLOORS OR CELINGS. PROVIDE ACCESS DOOR FOR SERVICING. E ACH PIECE OF EQUIPMENT EACH SYSTEM TEST AND ADJUST P E T AND Y TEM A5 R EQUIRED TO ASSURE PROPER BALANCE AND OPERATION. ELIMINATE NOISE AND VIBRATION AND ASSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OF TEMPERATURE AND OPERATION. TYPE I EXHAUST HOOD SECTION 15E NFPA COMPLIANCE: COMPLY WITH NFPA 96 " STANDARD FOR THE INSTALLATION OF EQUIPMENT FOR THE REMOVAL OF SMOKE AND GREASE LADEN VAPORS FROM COMMERCIAL COOKING EQUIPMENT," UL COMPLIANCE: COMPLY WITH UL LISTING REQURRMENTS. HOODS SHALL BE UL LISTED FOR APPLIANCES TO BE ENCOUNTERED AND CONDITIONS SCHEDULED AND SHOWN ON ALL DRAWINGS. CODE COMPLIANCE: COMPLY WITH ALL STATE AND LOCAL CODES, INCLUDING THE CODES AND REGULATIONS, HAVING JURISDICTION CONCERNING THE FABRICATION AND INSTALLATION OF KITCHEN EXHAUST HOODS. WIRING DIAGRAM: SUBMIT MANUFACTURER'S ELECTRICAL REQUIREMENTS AND ELECTRICAL LADDER TYPE WIRING DIAGRAMS FOR INTERLOCK AND CONTROL WIRING. CLEARLY DIFFERENTIATE BETWEEN PORTIONS OF FACTORY !STALL MANTENANCE DATE:WIRING AN FIELD INSTALLED WIRING. S UBMIT MAINTENANCE DATE AND PARTS LIST. MATERIALS SHALL BE FREE FROM ALL DEFECTS AND IMPERFECTION THAT MIGHT AFFECT SERVICEABILITY OF FINISHED PRODUCT. WORKMANSHIP SHALL BE OF THE HIGHEST GRADE THROUGHOUT AND IN ACCORDANCE WITH BEST STANDARD PRACTICE FOR THIS TYPE OF EQUIPMENT. ALL FABRICATED EQUIPMENT SHALL BE CUSTOM BUILT BY FABRICATORS WHO HAVE A COMPLETE FACTORY WITN SUITABLE EQUIPMENT, PERSONNAL AND ENGINEERING FACILITIES TO PROPERLY DESIGN, DETAIL AND MANUFACTURE THE HIGHEST QUALITY OF PRODUCT. ALL EQUIPMENT APPEARING IN THIS SPECIFICATION SHALL BE CONSTRUCTED AND FURNISHED IN ACCORDANCE WITH THE STANDARD AS SET FORTH BY THE NATIONAL SANITATION FOUNDATION. STAINLESS STEEL WELDS: WELDS OF STAINLESS STEEL ARE TO BE ARC WELDED USING STAINLESS STEEL ELECTRODE RODS. WELDS TO BE FREE OF PITS, FLAWS AND OPENED TO REMOVE FLUX AND OTHER IMPURITIES. WELDS SHALL BE GROUND SMOOTH AND POLISHED TO ORIGINAL FINISH OF THE METAL WITH THE GRAIN UNIFORM TO THE GRAINS OF THE ORIGINAL SHEET. WHERE GRINDING AND POLISHING HAS DESTROYED THE GRAIN, RESTORE AND BLEND TO OBLITERATE ALL TRACES OF WELDING. ACETYLENE WELDING OR SILVER SOLDER WILL NOT BE ACCEPTED. ALL WELD, WHETHER CONCEALED OR EXPOSED ON UNPOLISHED SURFACES SHALL BE GROUND BACK TO THE SURFACE OF THE ORIGINAL METAL TO REMOVE ALL IMPURITIES FOR WELDS. SOLDER IS NOT PERMISSIBLE, FINISHING: WHEREVER SHEARED EDGES OCCUR, THEY SHALL BE FREE OF BURRS, PROJECTIONS AND FINISHED TO ALLEVIATE ALL DANGER OF CUTTING WHERE MITERS OR BULLNOSE CORNERS OCCUR, THEY SHALL BE NEATLY FINISHED AS PERVIOUSLY SPECIFIED UNDER "WELDS" WITH ALL UNDER EDGES OF MATERIAL GROUND TO UNIFORM CONDITION. ALL RAW ENDS OF EDGES S HALL BE FINISHED WITH FILLER PLACES WELDED IN. BOLTS, POSSIBLE, SURFACES S 5 SCREWS, RIVETS E REVER BLE EXP05 5 HALL LT REIN EXPOSED BE FREE OF BOLTS, SCREWS AND RIVET HEAD, WHEREVER BOLTS ARE USED TO FASTEN TRIM TO PANELING AND BODY OF COUNTER CABINETS AND SIMILAR EQUIPMENT, SUCH BOLTS AND SCREWS SHALL BE OF APPROVED CONCEALED TYPE AND SHALL BE OF METAL OF SAME COMPOSITION AS METAL TO WHICH THEY ARE FASTENED. PROVIDE UL LISTED STAINLESS STEEL GREASE FILTERS. DO NOT EXCEED 270 FPM AIR FLOW VELOCITY FOR ALL HOODS EXCEPT FOR THE CHARBROILER HOOD, SO NOT EXCEED 350 FPM. PROVIDE UL LISTED VAPOR PROOF INCANDESCENT LIGHTS. FURNISH AND INSTALL A COMPLETE PRE ENGINEERED, CARTRIDGE OPERATED, WET CHEMICAL FIXED NOZZLE PIPED HOOD EXTINGUISHING SYSTEM AS MANUFACTURED BY THE ANSUL COMPANY, KNOWN AS THE ANSUL 102 SYSTEM OR APPROVED EQUAL. THE SYSTEM SHALL BE TESTED AND LISTED IN ACCORDANCE WITH UNDERWRITER'S LABORATORIES STANDARD AND SHALL MEET THE PROVISIONS OF NATIONAL FIRE PROTECTION ASSOCIATION'S "STANDARD FOR THE INSTALLATION OF EQUIPMENT FOR THE REMOVAL OF SMOKE AND GREASE LADEN VAPORS FROM COMMERCIAL COOKING EQUIPMENT , NFPA NO. 96 AND NFPA NO. 17. THE PRE ENGINEERED FIRE SUPPRESSION SYSTEM SHALL BE DESIGNED TO PROVIDE PROTECTION FOR VENTILATING HOODS AND DUCTS AND APPLIANCE SUCH AS DEEP FAT FRYERS, CHARCOAL BROILERS, RANGES AND ETC. THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC AND MANUAL OPERATION. AUTOI'7ATIC OPERATION OF THE SYSTEM SHALL BE BY MEANS 280F OR 360F FUSIBLE METAL LINKS, SHALL BE SELECTED DEPENDING ON OPERATING TEMPERATURE OF THE VENTILATING SYSTEM. SEPARATION OF THE LINK SHALL CAUSE A PUNCTURE PIN PISTON TO FIRE, THE RELEASE MECHANISM SHALL HAVE A VISUAL INDICATOR, VISIBLE WITHOUT HAVING TO OPEN THE ENCLOSURE. THE RELEASING DEVICE SHALL RELEASE A POTASSIUM CARBONATE, POTASSIUM ACETATE BASED FORMULA DESIGNED FOR SECUREMENT OF GREASE FIRES. THE CHEMICAL TANK SHALL BE OF STAINLESS STEEL, 3 GALLON CAPACITY. PROVIDE WELDED STEEL WALL BRACKET WITH HINGED BRACKET BANDS. ALL DISCHARGE NOZZLES SHALL BE DESIGNED AND LISTED FOR USE WITN THIS SYSTEM. NOZZLES SHALL BE SELECTED FOR THE HAZARD THEY ARE DESIGNED TO PROTECT AS ILLUSTRATED IN THE INSTALLATION MANUAL. ALL NOZZLES SHALL BE POVIDED WITH SELF CLOSING COVERS OR BLOW OFF CAPS TO KEEP FOREIGN MATTER FROM ENTERING THE NOZZLE. ALL PIPING PROVIDED TO CONVEY THE WET CHEMICAL FROM THE TANK TO THE NOZZLES SHALL BE SCHEDULE 40 (STANDARD WEIGHT) HOT DIPPED GALVANIZED MALLEABLE IRON (CONCEALED) OR CHROME PLATED MALLEABLE IRON OR STAINLESS STEEL (EXPOSED). THE PIPING SHALL BE BALANCED ACCORDING TO THE INSTALLATION MANUAL. THE FOLLOWING AUXILIARY DEVICES SHALL BE PROVIDED, INCLUDING CONDUIT AND JUNCTION BOXES AS REQUIRED FOR THE FIRE SUPPRESSION SYSTEM: REMOTE PULL STATION AS REQUIRED. A PULL STATION LOCATED ADJACENT TO EACH HOOD. 3. SPOT INTERLOCK CONTACT FOR FANS AND EQUIPMENT SHUTDOWN. ALL ELECTRICAL AND GAS OPERATED EQUIPMENT UNDER THE HOOD SHALL BE SHUT DOWN WHEN SYSTEM ACTIVATES. UPON COMPLETION OF THE INSTALLATION, THE SUPPLIER SHALL COMPLETE THE INSTALLATION CERTIFICATION FORM AND PROVIDE APPLICABLE PORTIONS TO THE AUTHORITIES HAVING JURISDICATION, SUCH AS THE OWNER THE INSURANCE SERVICES OFFICE THE CITY, THE FIRE MARSHALL, ETC. THIS SYSTEM SHALL PROTECT THE PLENUM, DUCT AND SURFACE IN ACCORDANCE WITH NFPA 96 AND ALL AUTHORITIES HAVING JURISDICTION. ELECTRICAL WIRING: INSTALL ELECTRICAL DEVICES FURNISHED BY MANUFACTURER BUT NOT SPECIFIED TO BE FACTORY MOUNTED. FURNISH COPY OF MANUFACTURER'S WIRING DIAGRAM SUBMITTAL TO MECHANICAL AND ELECTRICAL INSTALLER. VERIFY THAT ELECTRICAL WIRING INSTALLATION 15 ACCORDANCE WITH MANUFACTURER'S SUBMITTAL AND INSTALLATION REQUIREMENTS OF DIVISION 15 SECTIONS. VERIFY PROPER ROTATION DIRECTION OF FAN WHEELS. DO NOT PROCEED WITH EQUIPMENT START UP UNTIL WIRING INSTALLATION IS ACCEPTABLE TO EQUIPMENT INSTALLER. CLEANING: CLEAN FACTORY FINISHED SURFACES. REPAIR ANY MARRED OR SCRATCHED SURFACES ELECTRICAL SYSTEM SECTION 16A SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS. . q . _ FEB 15 2008 PEE ; ULIN I ti: DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: 377 7-"c-:- ,..,_____ L COM :LIA a ivo r 2 y DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 REVISIONS REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON ARCHITECTURE SPECIFICATIONS SHEET NUMBER AS44, 0F. 2 SYMBOLS 2'X4' FLUORESCENT 0 _ FLUORESCENT NIGHT LT (N /L) L 2'X4' 2'X2' FLUORESCENT 0 2'X2' FLUORESCENT NIGHT UGHT 1 1'X4' FLUORESCENT IL., 0 II (.,J CEILING MOUNTED LT FIXTURE. GOOSENECK WALL MOUNTED UGHT FIXTURE H EX EXIT LIGHT 1 1E4 EMERGENCY LIGHT VV/,v7 l l TRACK UGHT l dil DUPLEX RECEPTACLE WITH 120 V, 20 AMPERE RATING. HEIGHT 16" TO BOTTOM UNLESS NOTED OTHERWISE. (TYP.) di 40 " DUPLEX T. O ULET ABOVE E 40" AFF TO COUNTER SHALL B T BOTTOM UNLESS NOTED OTHERWISE GFI db DUPLEX W RND F. INT AT COUNTER /G SHALL B I E 42" AFF TO BOTTOM UNLESS NOTED OTHERWISE IG DUPLEX W /ISOL. GRND CONDUCTOR AT A HEIGHT TO THE BOTTOM AS NOTED. •lI W QUADRUPLEX WITH 120V, 20 A. HEIGHT AS NOTED A SPECIAL "TWIST LOCK RECEPT" WTR PROOF, 480V, 30, OR 240V, 30, OR 240V, 10, FOR KITCHEN EQUIP. WITH AMPERE RATING AS SHOWN AT PANEL SCHEDULE AND AT DRAWING. ®FL FLOOR RECEPTACLE a ■ CL CEILING RECEPTACLE JUNCTION BOX .. REST ROOM EXHAUST FAN. 01 DISCONNECT SWITCH SP SOUND SYSTEM SPEAKER ` 2 TELEPHONE JACK y COMPUTER /DATA JACK It. FLUSH MOUNTED POWER PANEL i SURFACE MOUNTED POWER PANEL L. t 3(4) THREE OR FOUR WAY SWITCH t DIMMER SWITCH t TWO WAY SWITCH `WH i WATER HEATER I FACP I FIRE ALARM CONTROL PANEL -LSS 4/12 F MANUAL PULL STATION --- 270 -SPO 42" A.F.F. ■ F HORN /STROBE- 792 -7A -006 80" A.F.F. M MAGNETIC DOOR HOLDER - 1504 -AQ R FAN SHUT DOWN RELAY W/ ENCLOSURE- MR- 199X -13/C L� Srt" DUCT SMOKE TECTOR -001/ 6260A- 100/626 003 -6251 6264B B--O01 A t�il 3 REMOTE INDICATOR /TEST STATION - 6262A -001 STROBE - 202 -7A -001 80" AFF F Q HEAT DETECTOR -2819 C + SMOKE DETECTOR - 6250B/6251B -001A ( ) REFER TO THE CODED NOTE NUMBER. CONCEALED IN WALL, CEIUNG OR UNDER GROUND CONDUIT RUN CONSISTING OF: Z - GROUND CONDUCTOR III - SMALL LINES INDICATE POWER NON GROUNDED CONDUCTORS. I - BIG LINE INDICATES NEUTRAL CONDUCTOR A -16(2) H -1,3,5 TEL BD. *TV A -27,29 A -14 CU -1 (AT ROOF) A -20(1) A -8 TYR PANEL " H " PANEL "A" .;. A -19 • A -1 H- 13,15,17 TYP CAL POWER PLAN SCALE; 1/4" = 1' -0" ELECTRICAL LIGHTING KM SCALE: 1 /4" = 1'--0" A -16(1) �LE@ TV�NITOR LCD TV !IAONITOR , ,,,,,,,,,,,,, ,,,,,,,,,,,, , . „ FOR BLADE SIGN A -18 A -11 self service ordering A -7 • C" TYPE UNDER COUNTER COVE LIGHT ALL TRACK LIGHTS MUST BE IN RECESSED TROFFERS. G NOTES: 1. CONTRACTOR SHALL REVIEW THE SPECIFICATIONS, GENERAL NOTES, KEY NOTES, ELECTRICAL PLANS AND THE LANDLORD DESIGN CRITERIA BEFORE BIDDING AND STARTING ANY CONSTRUCTION WORK. 2. ALL INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE DESIGN DOCUMENTS, LANDLORD DESIGN CRITERIA AND N.E.C. REQUIREMENTS. 3. CONTRACTOR SHALL COORDINATE WITH THE LANDLORD'S CRITERIA AND SHALL FURNISH AND INSTALL NEW POWER SUPPLY AND ALL POWER SUPPLY EQUIPMENT IN COMPUANCE WITH THE RISER DIAGRAM, KEY NOTE #22 AND PANEL SCHEDULES. 4. CONTRACTOR FURNISH AND INSTALL ALL NEW WIRING AS SHOWN ON THE ELEC. PLANS AND RISER DIAGRAM. ALL NEW WIRING SHALL BE IN COMPLIANCE WITH N.E.C. TABLE 310 -16, AND PANEL SCHEDULES. 5. PULL STRINGS SHALL BE PROVIDED IN ALL EMPTY CONDUIT. FOR TELEPHONE AND LOW VOLTAGE SYSTEM. 6. INTERIOR TELEPHONE WIRING SHALL INCLUDE FURNISHING AND INSTALLING ALL TELEPHONE JACKS, AND COVER PLATES AS REQUIRED. COORDINATE WITH THE TENANT. 7. LABEL ALL ELECT. EQUIPMENT WITH ENGRAVED BAKELITE NAMEPLATE OR EMBOSSED PLASTIC NAME STRIP. LABEL ALL PANELS AS SHOWN ON THE RISER DIAGRAM. 8. FURNISH A TYPE WRITTEN CIRCUIT DIRECTORY CARD FOR ALL PANELS, LISTING ALL USED AND SPARE CIRCUITS. 9. CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL REQUIREMENTS AND LOCATIONS OF ALL HVAC EQUIPMENT PRIOR TO INSTALLATION. 10. ALL OUTLET AND SWITCH COVER PLATES SHALL BE STAINLESS STEEL. ALL OUTLET BOXES SHALL BE MOUNTED FLUSH IN WALLS AND SHALL BE MOUNTED AT HEIGHT AS INDICATED ON THE EQUIP. PLAN. COORDINATE ALL LOCATIONS WITH EQUIPMENT INSTALLATION AND ARCHITECTURAL DRAWINGS. 11. ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE EFFECTIVELY GROUNDED IN ACCORDANCE WITH N.E.C. REQUIREMENTS. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GREEN INSULATED GROUND WIRE IN EACH CONDUIT RUN. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS UNLESS NOTED OTHERWISE. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR COMMUNICATION WITH THE PROPERTY OWNER'S PERSONNEL TO REVIEW CONTRACT DOCUMENTS PRIOR TO INSTALLATION. 14. CONTRACTOR TO SEAL ALL WALL PENETRATIONS IN AN APPROVED MANNER TO INSURE THE FIRE RATING INTEGRITY OF THE INVOLVED AREAS. 15. COORDINATE FINAL INSTALLATION REQUIREMENTS WITH PROPER AUTHORITIES. AND LANDLORD'S MANAGER. 16. CONTRACTOR, UPON COMPLETION OF HIS WORK , SHALL BE RESPONSIBLE TO PROVIDE ANY AND ALL CERTIFICATIONS. 17. CONTRACTOR SHALL COMPLY WITH THE LANDLORD'S DESIGN CRITERIA FOR ELECTRICAL AND FIRE ALARM SYSTEMS. MAKE NECESSARY CONNECTIONS BETWEEN TENANT'S FIRE DETECTING DEVICES AND THE LAND LORD'S FIRE ALARM STATION. 18. ALL CONDUIT RUNS ABOVE CEILING SHALL BE PARALLEL OR PERPENDICULAR TO THE COLUMN UNES. 19. ALL CABLES AND WIRES SIZES SHALL COMPLY WITH N.E.C. TABLE 310 -16, 2005. MINIMUM SIZE OF CONDUCTOR SHALL BE #12 AWG CU. NO. 10 WIRES SHALL BE USED IN PLACE OF #12 FOR CIRCUITS LONGER THAN 100 FEET FROM PANEL TO LOAD. ALUMINUM CONDUCTOR SHALL NOT BE PERMITTED. WIRE INSULATION SHALL BE THHN OR THWN. 20. ALL INTERIOR WIRING SHALL BE CONCEALED AND IN GAL. STEEL OR EMT COND. AND IN COMPLIANCE WITH THE N.E.C. AND LAND LORD'S DESIGN CRITERIA. 21. CONTRACTOR MAY USE FLEXIBLE CONDUIT FROM JUNCTION BOX TO THE LIGHTING FIXTURE, BETWEEN LIGHTING FIXTURES, AND TO OTHER DEVICES PROVIDED THE LENGTH OF THE FLEX. CONDUIT IS NOT MORE THAN 6 FEET. 22. MC CABLES SHALL NOT BE USED FOR HOME RUN CIRCUITS AND FOR THE WIRING WITHIN PARTITION OR DEMISING WALL CONSTRUCTION. ALL IN -WALL CONCEALED WIRING MUST BE RUN IN RIGID CONDUITS. 23. THE GROUND ON THE SEPARATELY DERIVED SERVICE SHALL BE BONDED TO THE BUILDING STEEL AND TO THE INCOMING COLD WATER METAL PIPING WITH CAD WELD CONNECTION. REFER TO KEY NOTE #22. 24. ALL BREAKERS IN ALL PANELS SHALL BE BOLTED THERMAL MAGNETIC TYPE. TWO (2) AND THREE (3) POLE MOLDED CASE CIRCUIT BREAKERS SHALL BE WITH COMMON TRIP. 25. UNLESS NOTED OTHERWISE, WIRE AND CABLE SIZES SHALL BE IN COMPLIANCE WITH KEY NOTE # 22, RISER DIAGRAM AND THE N.E.C. TABLE 310 -16. 26. ROM AX, TYPE AC AND NM CABLES SHALL NOT BE PERMITTED. 27. CONDUCTORS SHALL BE COPPER PER LL CRITERIA. 28. ALL BREAKERS USED FOR LIGHTING CIRCUITS SHALL BE CONTINUOUS DUTY, LIGHT SWITCHING RATING. LAND LORD'S SPECIFIC NOTES: TENANTS LIGHTING AND LIGHTING CONTROLS SYSTEM SHALL COMPLY WITH THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE. STOREFRONT SIGNAGE AND LIGHTING TIME CLOCKS SHALL BE SET TO MAIL'S OPERATING HOURS. ALL LIGHTING IN FORWARD SELLING AREA MUST BE INCANDESCENT WITH LOW IRON TEMPERED GLASS SAFETY LENS. PER FOOD PREPARATION AND LOCAL CODES, ON SEPARATE CIRCUIT WITH A 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. FOOT -CANDLE LEVEL, AT COUNTER HEIGHT, MUST BE AN AVERAGE OF 50 MAINTAINED. LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPANY. ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANTS SPACE. TENANTS TELEPHONE EQUIPMENT IS NOT PERMITTED IN LANDLORD'S TELEPHONE EQUIPMENT ROOM. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANTS TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UTILIZING THE LANDLORD SUPPLIED CABLE TRAY. ANY CORRIDOR WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. TRANSFORMERS ARE TO BE FLOOR MOUNTED. COORDINATE WITH WESTFIELDS ONSITE COORDINATOR. ELECTRICAL CONTRACTOR SHALL UTILIZE LANDLORD PROVIDED FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE. ON BACK WALL, FOR TEMPORARY ELECTRICAL FOR CONSTRUCTION. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY TRANSFORMER AND PANEL AS REQUIRED WITHIN TENANT SPACE. LANDLORD PROVIDED MAIN DISCONNECT MEANS FOR TENANT IN A LANDLORD ELECTRICAL ROOM AS WELL AS CONDUIT AND CONDUCTORS (FEEDER) FROM THE MAIN DISCONNECT MEANS TO A LANDLORD PROVIDED FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE. IF NEEDED TO ACCOMMODATE TENANT CONSTRUCTION, THE TENANT SHALL RELOCATE THE LANDLORD PROVIDED DISCONNECT SWITCH AND ASSOCIATED FEEDER. TENANT SHALL FURNISH AND INSTALL CONDUIT AND CONDUCTORS FROM FUSED DISCONNECT SWITCH TO TENANTS' MAIN FUSED DISCONNECT SWITCH OR MAIN CIRCUIT BREAKER EQUIPPED PANELBOARD. LANDLORD PROVIDED MASTER METERING EQUIPMENT IN THE LANDLORD'S ELECTRICAL ROOM. THE LANDLORD -OWNED NETWORK METERING SYSTEM WILL METER TENANT POWER CONSUMPTION. TENANTS ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORD'S SWITCHBOARD. NAMEPLATES SHALL SE ONE - EIGHTH INCH (1/8 ") THICK PLASTIC. BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE ONE INCH (1 ') WITH ONLY THE TENANTS SPACE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. NO ATTACHMENT OR SUPPORT FROM ANY ROOF DECK IS ALLOWED. HANGERS, CLAMPS AND SUPPORTS SHALL BE FASTENED TO BAR JOISTS OR BEAMS ONLY. KEY NOTES: PROVIDE LOCK TAB AT CIRCUIT # A -8 IN 'ON' POSITION. EXIT, NIGHT AND EMERGENCY LIGHTS SHALL BE WIRED AHEAD OF ANY LOCAL SWITCHES. O 2 CONTRACTOR MUST COORDINATE AND VERIFY LIGHT FIXTURE MODEL NUMBERS WITH THE TENANT BEFORE PURCHASING ANY NEW UGHT FIXTURES. LIGHT SCHEDULE IS FOR REFERENCE ONLY. • COORDINATE EXACT LOCATION OF LCD MONITORS AND INSTALL POWER OUTLETS FOR THEM AS REQUIRED. MAKE ALL CONNECTIONS AS REQUIRED. O 4 INSTALL JUNCTION BOX AND SINGLE POLE 120V. TOGGLE SWITCH IN SOFFIT FOR CONNECTION OF SIGNAGE XFRMR. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS AND DETAILS. ROUTE MENU AND STORE SIGN CIRCUITS THROUGH A TIME CLOCK T /C. COORDINATE TIME SETTINGS WITH THE LANDLORD. O ALL LIGHTS SHALL BE CONTROLLED BY THE BREAKERS INSIDE THE PANEL. ALL BREAKERS WHICH SUPPLY POWER TO THE LIGHTING CIRCUITS SHALL BE LIGHT DUTY RATED. THIS IS TYPICAL. O 7 PROVIDE A MINIMUM 1/2" CONDUIT W /WIRE FROM TELEPHONE OUTLET BACK TO TELEPHONE BOARD LOCATED IN WORK AREA. THIS IS TYPICAL FOR ALL TELEPHONE OUTLETS. CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE CONDUIT TO TENANT'S TEL. BD "TTB ". FURNISH AND INSTALL TEL. CABLE FROM TO LANDLORD'S DISTRIBUTION POINT TO THE TENANT'S TEL BOARD "TTB ". COORDINATE ALL TELEPHONE REQUIREMENTS WITH TENANT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CABLES AND DATA /TEL. OUTLETS. THE TELEPHONE SYSTEM SHALL BE COMPLETE AND FUNCTIONAL. O ALL OUTLETS WITHIN 6' OF ANY SINK SHALL BE GFI OUTLETS. ALL KITCHEN AREA OUTLETS SHALL BE WITH GFI TO COMPLY WITH N.E.C. STD. #210.8(B)(2). TO ECONOMIZE THE COST THE CONTRACTOR SHALL INSTALL FIRST OUTLET AT WHICH THE HOME RUN IS CONNECTED, WITH GFI AND ALL OTHER DOWN STREAM OUTLET NORMAL WITHOUT GFI. 40 THE CONTRACTOR SHALL FURNISH AND INSTALL FA SYSTEM INCLUDING ALL DEVICES IN COMPLIANCE WITH THE POWER PLAN AND ANSUL WIRING DIAGRAM, LANDLORD'S CRITERIA, NFPA AND LATEST APPLICABLE CODE REQUIREMENTS. COORDINATE WITH THE LANDLORD AND DETERMINE FA DEVICES MODEL NUMBER. TENANT'S FA SYSTEM TIE CONNECTIONS TO THE BASE BUILDING FA SYSTEM SHALL BE PROVIDED BY THE LANDLORD'S CONTRACTOR AT TENANT'S EXPENSE. 11 VERIFY WITH LANDLORD AND FURNISH AND INSTALL DUCT SMOKE DETECTOR, RELAY AND REMOTE INDICATOR. TIE RELAY INTO DUCT MT'D SMOKE DETECTOR WHICH WHEN ACTIVATED WILL SHUT DOWN RTU -1, HOOD SUPPLY FAN. TIE TENANT'S FA SYSTEM TO LANDLORD'S FIRE ALARM CONT. PANEL. PROVIDE CONDUIT, WIRES AND MAKE ALL CONNECTIONS AS REQUIRED. 12 DETERMINE EXACT LOCATION OF DUCT REMOTE INDICATOR AT SITE AND MAKE ALL CONNECTIONS AS REQUIRED. 40 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CABLES AND CONNECTIONS OF ALL COMPONENTS THAT ARE PART OF THE REFRIGERATION EQUIPMENT. 14 COORDINATE WITH TENANT AND INSTALL NEW BELL /BUZZER AS REQ'D., INSTALL BELL BUTTON AS SHOWN ON THE DRAWING. INSTALL BUZZER XFRMR, IN CEILING AND WIRIN FURNISH AND INSTALL A 20A OUTLETS FOR THE HEAT LAMP STRIP AND A 40 AMP, 208V, 3P, TWIST LOCK OUTLET FOR THE ELECTRIC GRIDDLE AS REQUIRED. DETERMINE EXACT LOCATION OF OUTLETS AT SITE WITH KITCHEN CONTRACTOR. MAKE ALL CONNECTIONS AS REQUIRED. 16 CONTRACTOR SHALL COORDINATE WITH KITCHEN EQUIP. CONTRACTOR AND L� ROUTE 208V, 10, CIRCUIT WITH NEUTRAL AND GRND CONDUCTORS FOR ICE MACHINE. FURNISH JB OR SPECIAL OUTLET AS REQ'D AND MAKE NECESSARY CONNECTIONS OF REMOTE CONDENSER. O CONTRACTOR SHALL COORDINATE WITH KITCHEN AND REFRIGERATION CONTRACTORS AND DETERMINE EXACT RATING OF ALL EQUIPMENT AND TYPE OF REQUIRED POWER LEAD CONNECTIONS AT EACH EQUIP. MUST ADJUST SIZE OF BREAKERS IF OR AS REQUIRED. THIS IS TYPICAL. 18 DETERMINE EXACT LOCATION OF HOOD AND ANSUL PANELS AT SITE WITH HOOD PACKAGE. CONTRACTOR SHALL ROUTE POWER CIRCUIT FOR EXH. & SUPPLY FANS FROM POWER PANEL TO THE HOOD PANEL AND FROM HOOD PANEL TO THE EXHAUST AND SUPPLY FANS. COORDINATE WITH HOOD MFG. DRAWINGS FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL FURNISH AND INSTALL 20A, 480V, 3 POLE, FUSED NEMA 3R, DISC. SWITCHES FOR EXHAUST AND SUPPLY FANS. MAKE ALL CONNECTIONS AS REQUIRED. O THE CONTRACTOR SHALL FURNISH AND INSTALL A NEW 20A FUSED, 480V, 3P, NEMA 3R DISC. SWITCH FOR CU -1 AND NEMA 1 DISC SW FOR AHU-1. AHU -1 SHALL BE A SINGLE POINT CONNECTION. ROUTE #10, CU, CONDUCTORS AS SHOWN. FURNISH AND INSTALL A WEATHER PROOF, GFI, OUTLET NEAR CU -1 UNIT AS SHOWN ON THE POWER PLAN. 4 0 ALL CONDUIT PENETRATIONS THROUGH CASEWORK SHALL BE CLEAN, TIGHT AND SEALED WITH WHITE SILICONE. THIS IS TYPICAL. O PROVIDE KEY -LOCK TABS AT CIRCUITS A- 17 A r 20. ROUTE CIRCUITS A A -7 AND A -9 WITH ISOLATED GROUND CONDUCTORS. / I \ § THE CONTRACTOR SHALL COORDINATE WITH THE LANDLORD AND SHALL FURNISH AND INSTALL A NEW 200 AMP, 277/480V, 30, 4W, POWER SUPPLY AS SCHEDULED BY THE LANDLORD IN COMPLIANCE WITH LL'S CRITERIA, RISER DIAG., PANEL SCHEDULES AND AS DETAILED BELOW: Q) COORDINATE WITH THE LANDLORD AND FURNISH AND INSTALL ALL POWER SUPPLY EQUIPMENT AS REQUIRED. REFER TO LANDLORD'S SPECIFIC NOTES. b) THE CONTRACTOR SHALL VERIFY WITH THE LANDLORD THAT THE MAIN SUPPLY FEEDER IS INSTALLED BY THE LANDLORD. REFER TO LANDLORD'S SPECIFIC NOTES. EXTEND EXISTING CONDUIT AND FEEDER TO THE PANEL "H" AS SHOWN ON THE RISER DIAGRAM. c) FURNISH AND INSTALL NEW PANELS "H" RISER DIAGRAM AND PANEL SCHEDULES. 30, 4W, WITH 200 AMP MCB. PANEL "A" 150 AMP MCB. BOTH PANELS SHALL BE BUSSES AND WITH BOLTED TYPE BREAKE d) e) AND "A" IN COMPUANCE WITH PANEL "H" SHALL BE 277/480V, SHALL BE 120/208V, 30, 4W, WITH WITH FULL SIZE GROUND, NEUTRAL RS. FURNISH AND INSTALL A NEW DRY TYPE, 45 KVA XFRMR ABOVE PANELS. XFRMR SHALL BE WITH 6 STANDARD VOLTAGE REGULATION TAPS (2 TAPS +2.5% AND 4 TAPS - 2.5 %). INSTALL XFRMR ABOVE PANELS ON SUPPORTS IN COMPUANCE WITH MANUFACTURER AND LL'S RECOMMENDATIONS. THE CONTRACTOR SHALL BOND THE TRANSFORMER NEUTRAL TO THE BUILDING STEEL AND AND TO THE COLD WATER METAL PIPE WITH EXOTHERMIC WELD CONNECTIONS AS SHOWN ON THE RISER DIAGRAM. THE CONTRACTOR SHALL INSTALL GROUNDING IN COMPLIANCE WITH N.E.C. STD. #250, 2005. ALL LIGHT FIXTURE AND OTHER EQUIPMENT SHALL BE GROUNDED. f) UNLESS NOTED OTHERWISE THE CONTRACTOR SHALL FOLLOWING SIZE OF WIRES PER N.E.C. TABLE 310 -16. (1) USE # 12 AWG, COPPER, THWN OR THHN, FOR 20A BRKRS. (2) USE # 10 AWG, COPPER, THWN OR THHN, FOR 25A AND 30A BREAKERS. (3) USE MINIMUM SIZE OF # 10 AWG, CU, THWN OR THHN WIRES FOR EXH /SUPPLY FANS AND HVAC EQUIPMENT CIRCUITS. (4) USE # 8 AWG, COPPER, THWN OR THHN, FOR 35A AND 50A BREAKERS. (5) USE # 6 AWG, COPPER, THWN OR THHN, FOR 60A BREAKERS. BREAKERS. t FEB 152008 PERMll i CENTEF, DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: REVISIONS //\\ REVISED PER LANDLORD /OWNER 1/23/08 DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON Emit Powst at LIGHTING KAN SHEET NUMBER EQUIIPMEi\ff UST BLOCKING 1 MARK RESPONSIBILITY ITEM/ QNTY DIM.S SPECIFICATIONS: REMARKS: 2 POINT OF SALE SYSTEM (OSCI) 3 REMARKS COORD. W /OWNER BALLASTS BALLAST/ Ma- 6 BAG -IN BOX (OSCI) 1 0.48 COKE CO. MERCURY 35E232OCT9Al25ELB 7 SODA DISPENSER/ ICE BIN (OSCI) 2 W /ELECTRONIC RAPID START BALLAST "SITCO" #WRD -6 ; REQ. 110V /20 AMP GRND. OUTLET • 1/2" CW REDUCED TO 3/8" W /GATE VALVE. 1 -1/2" DRAIN FIELD VERIFY EQUIP. BEFORE MAKING ANY CUTS IN THE COUNTER TOP. FITS CUT OUT MEASURING 23 -1/4 "x23 -1/4" CONTACT SANDY MANUEL(813)973 -3465 TO COORD. DELIV. 1 10 MENU BOARD (SSCI) 1 VARIES SEE PLAN CUSTOM FABRICATED COORDINATE WITH OWNER LCD MONITORS 2 -LAMPS 2x4 RECESS TROFFER 12 DRINK LASER (OSCI) 1 RECESSED CRATHCO D35 115V/60 HZ, 8.5 AMPS W /ELECTRONIC RAPID START BALLAST 2 17 HEAT LAMP (OSCI) 1 48" W 6" D 2 " H HATCO GRAN -48 SINGLE OVERHEAD WARMER HEAT LAMP GLO RAYS INFRARED FOODWARMER, HIGH WATTAGE, TUBULAR METAL HEATER ROD, SINGLE HEATER ROD HOUSING, ALUMINUM CONSTRUCTION, 1100 WATTS, 48" LONG COUNTER COVE LIGHT 18 1� ELECTRICAL GRILL (OSCI) J 1 12' W D 15" H TAYLOR COMPANY QS12 208 VOLT/ 60 HZ / 30 PROVIDED W/ L15 -30P .6 KW, 27 AMP 9.6 A 1 INTEGRAL BALLAST. 24 HIGH VOLUME GAS FRYER (OSCI) 1 20.83 "W 39 46" H. FRYMASTER #MJCF 150,000 BTU /HR UNIT TO BE VENTED UNDER CANOPY W /MECH. EXHAUST SYS. 3/4" T.P.S. MANIFOLD AND GAS CONNECTION. PROVIDE "DORMONT' QUICK DICONNECT SYSTEM. GAS PRESSURE TO BE 6" W.G. FOR NATURAL OR 11" W.C. FOR PROPANE. 120/24V SUPPLY 60HZ 1 AMP HALO 26 EXH. HOOD (OSCI) - 1 24 "H W /LIGHT FIXTURES SEE HOOD DRAWING LENGTH & WIDTH VARY, SEE PLAN AND HOOD SHOP DWGS. EXHAUST/SUPPLY SU PLY DE TO BE CUSTOM SIZED FOR XFRMR LOSSES ANSUL SYSTEM TANKS AND CONTROL PANEL 1 F "ANSUL" PRE -ENG. LIQUID CHEMICAL FIRE SUPPRESSION SYS. W /FIXED NOZZELS. SYS. TO BE UL CLASSIFIED AND INSTALLED PER NEPA #96 REQ. SYSTEM SHALL BE CAPABLE OF AUTOMATIC AND MECH. OPERATION W /AUTO SOLINOID GAS VALVE SHUT DOWN. ASSEMBLY, TESTING AND CERTIFICATION BY GEN. CONTR. INSTALL SYSTEM AS CLOSE TO CEILING AS POSSIBLE. MIN HGT. TO BOTT. OF UNIT TO BE 6' -6" AFF. NOTE: NOZZELS AND PIPING IN PUBLIC VIEW SHALL BE CHROME FINISHED. ELEC: FOR EMERGENCY SHUT OFF, CONNECT CONTROL PANEL TO SOLINOID FOR SHUT DOWN OF GAS SUPPLY UPON ACTIVATION. PLUMB:CONNECT ANSUL TANKS TO HOOD W/ RED PAINTED PIPE. INSTALL GAS SOLINOID VALVE SIZED PER PIPE SIZE. VAXCEL 29 ICE MAKER ICE BIN ( OSCI ) 1 CUBER 22 " W. 30 -1/4" H. BIN 30" W. 31 -1/2" D 46" H. "HOSHIZAKI" #KM -630 MAE CUBER AIR COOLED: 208 - 230/60/1 15.0 AMPS 3 WIRE W /NEUTRAL FOR 115V B -500PD W/ 6" LEGS: ALLOW 6" AIR CLEARANCE © BACK OF UNIT. ELEC: 208- 230V/60/1 - 7 AMPS SIMPLEX © 80" AFF (3 WIRE WITH NEUTRAL FOR 115V) PROVIDE 6' CORD AND PLUG TO UNIT. PROVIDE 3/4" INDIRECT WASTE DRAINS FROM BIN & CUBER. 3/8" O.D. CONDENSATE AND 1/2" INDERECT WASTE FROM CONDENSER TO FLOOR DRAIN. MAINFOLD AS REQUIRED. N/A 39 SANDWICH TOP REFRIG. 2 27" W 34 "D 46 "H TRUE TRUTSSU2712MBA 115/60/1 4.6 AMPS 1/5 HP ATUTE PNLRU 39B WORK TOP FREEZER 1 48 3 30"D W 33 "H TRUE TWT -46F 115/60/1 5 AMPS 1/5 HP N/A N/A 40 WATER HEATER (CSCI) 1 SEE PLUMBING ENCORE LIGHTING ERG-630-R ERG SER�AM - 47A 2 DOOR FREEZER (OSCI) 1 52 " 35" D. 83" H. TRAULSEN #G22010 115/60/1 NEMA L14 -20P PLUG 14.9 AMP 3/4 HP N/A N/A 47B 2 DOOR COOLER (OSCI) 2 58" L 35" D. 83" H. TRAULSEN #RHT232WUT -FHG 115/60/1 NEMA L14 -20P PLUG 10.4 AMP 1/2 HP CONTRACTOR TO INQUIRE ABOUT LOCAL REBATES ON LIGHT 0 ALL LAMPS TO BE SYLVANIA UNLESS NOTED OTHERWISE. �� ----�� OF LIGHT FIXTURES SHALL BE ACCORDING TO 0 PROVIDE LIGHT TUBE COVERS, LENSES, ETC., AS REQUIRED TO PROTECT FOOD RECOMMENDATIONS AND ACCORDING TO CODE SERVICE AREA. 1 ELECTRICAL FIXTURES. O INSTALLATION 2 MANUFACTURER'S REQUIREMENTS. 51 ELECT. PANELS (CSCI) 1 SEE ELECTRICAL DWG. • LIGHTING HMO SCHEDULE 0000 TYPE VOLT CONNECTED (KVA) FACTOR DESCRIPTION MANUFAC. CATALOG LAMP MTG. VOLT REMARKS LAMPS/ FIXT. BALLASTS BALLAST/ Ma- TOTAL WATT A 120 0.48 2- LAMPS 2x4 RECESS TROFFER MERCURY 35E232OCT9Al25ELB (2) F032T8/841 RECESSED 120 W /ELECTRONIC RAPID START BALLAST 2 ELECTRONIC SYLVANIA QTP2X32T8 /UNV 1 64 1.38 PSX-SC B 2.20 100% 2 -LAMPS 2x4 RECESS TROFFER MERCURY 35E2320CT9Al25ELB (2) F032T8/841 RECESSED 120 W /ELECTRONIC RAPID START BALLAST 2 ELECTRONIC SYLVANIA QTP2X32T8 /UNV I 1 I 64 .00 _ 13 ]`21.01 (2) 7.80 PSX -SC C COUNTER COVE LIGHT BARTCO TEL 714 - 230 -3200 BFLSLM -14/6 28W T5 46 1/16" LAMP UNDER COUNTER COVE LIGHT 120 MINIATURE UNEARE T° FLUORESCENT SINGLE WIDTH STAGGERED. 6" LAMP OVERLAP. 1 INTEGRAL BALLAST. 1 28 0 E t•! RECESSED DOWN LIGHT HALO H274HP -120V F13DTT -Halo Z64 RECESSED 120 25% 1 XFRMR LOSSES 1 13 F O DECORATIVE LIGHT NT VAXCEL PD30119SN - LAVA SWIRL MINI PENDANT (1)50W B10 CAND C INCANDESCENT MPT MONOPOINT 120 COORD W /OWNER CALL LIGHTING UNIVERSE (800) 801 -2207 1 N/A N/A 50 EX = 45 KVA , 480/120 = 150 AMPS, MCB, CALCULATIONS: EXIT LIGHT ATUTE PNLRU FURNISHED W /UNIT UNIVERSAL 120 90 MINUTE BAIT. BACKUP POWER N/A N/A N/A 20 EM POINT OF SALE SYSTEM ; 2 IC RECESSED EMERGENCY LIGHT ENCORE LIGHTING ERG-630-R ERG SER�AM - PAR 36 SEALED LAMP RECESSED 12 FULL LIGHT OUTPUT FOR OP TO 4 HOURS BATTERY CAPACITY ?0 N/A N/A N/A - ___ _ NOTES: CONTRACTOR TO INQUIRE ABOUT LOCAL REBATES ON LIGHT 0 ALL LAMPS TO BE SYLVANIA UNLESS NOTED OTHERWISE. �� ----�� OF LIGHT FIXTURES SHALL BE ACCORDING TO 0 PROVIDE LIGHT TUBE COVERS, LENSES, ETC., AS REQUIRED TO PROTECT FOOD RECOMMENDATIONS AND ACCORDING TO CODE SERVICE AREA. 1 ELECTRICAL FIXTURES. O INSTALLATION 2 MANUFACTURER'S REQUIREMENTS. LOAD ANALYSIS LOAD VOLT CONNECTED (KVA) FACTOR DEMAND (KVA) SIGNAGE 120 1.56 125% 1.95 LIGHTING (INCAND) 120 . 125% ir.00'A' LIGHTING •- 120 0.48 0B 161 TRACK LIGHTS 120 - -- 2 DOOR FREEZER ( #47A) 20 1 1.79 120 1.10 125% 1.38 CONV. OUTLETS 120 2.20 100% 2.20 _, 120 1.50 1 00% 1.50 KITCHEN EQUIP. 120/208 480 20.01 1200 A 65% .00 _ 13 ]`21.01 (2) 7.80 MISCELLANEOUS 3 ■ WATER HEATER :1 • ,,,, �I AIR COND. OR HT 480 10.56 100% 10.56 MOTORS 1" 6.84 100% LARGEST MOTORS 208 3.42 (3) 25% 0.86 XFRMR LOSSES 480 45.00 KVA 1.50% 0.68 TOTAL M M ` 57.85 (3) 1 k AI IS INCLUDED C 50.29 _TA IN THE . (1) WATER HTR IS 12 KW, 480V, 30. THIS LOAD .IT .H Q - O•D (2) THE KITCHEN LOADS PER N.E.C. TABLE 22 -20, AFTER USING THE DIVERSITY FACTORS, COME OUT TO BE 20.80 KVA WHICH ARE LESS THAN THE SUM OF THE TWO LARGEST LOADS (9.72 ± 12.0 = 21.72 KW). HENCE TO COMPLY WITH N.E.C. 220 -20 WE CONSIDERED 21.72 KW FOR KITCHEN APPLIANCES LOADS IN THE FOLLOWING CALCULATIONS. - (3) LARG T MOTOR LOAD IS NOT INCLUDED LOAD TOTAL. IT IS NOTED FOR DEMAND ONLY. 120/208. 30 POWER SUPPLY CALCULATIONS: IN THE LOAD CALCULATIONS A CONNECTED 30, 4W. 30, 4W 30, 4W. 30, 4W. 1. TOTAL DEMAND LOADS 2. DEMAND CURRENT /0 3. DESIGNED XFRMR 4. DESIGNED PANEL "A" 277/480. 30 POWER SUPPLY = 30.33 KVA - : : u - S - 120/208V,30 -208V, 120/208V, A = 45 KVA , 480/120 = 150 AMPS, MCB, CALCULATIONS: 1. TOTAL DEMAND LOADS = 50.29 KVA 2. DEMAND CURRENT /0 = 61 AMP 3. LL'S PROVIDED POWER SUPPLY = 200 AMPS, 4. DESIGNED NEW PANEL " H " = 200 AMPS, c. 277/480V,30 277/480V, 277/480V, 0A DESCRIPTION OF LOAD BRKR KVA PH LOAD CIR NO PHASE CIR NO KVA PH LOAD BRKR DESCRIPTION OF LOAD AMP P 0A 0B 0C A B C 0A 0B 0C P DESCRIPTION OF LOAD AMP K 2 DOOR FREEZER ( #47A) 20 1 1.79 3 2.10 1 • 1 • 2 0.29 _ _, 1 20 LTS KITQf- EN L 70 WORK TOP FREEZER 1 39B T 1.10 0.60 MISCELLANEOUS 3 ■ 4 40.25 • ,,,, �I _ 11.68 RECESS /PEN •ANT (E,F) DRINK DISPENSER (( #12) i 1.02 5 v v ■ 6 -�� 5 1.20 • 6 SIGN /UC COVE (C) (T /C) I POINT OF SALE SYSTEM ( #2)(IG) v 0.80 w W 7 • 3 3.52 8 0.19 7 ■ 8 EMERGENCY /NT /EXIT `"-.„� POINT OF SALE SYSTEM ; 2 IC SPACE 0.40 9 ■ 3.52 10 9 ___ _ RECE S G_ 11 S • • WICH TOP REFRIG. ; 9 on 0.56 11 • 12 11 `M 0.36 11 - 1 . LCD MONITORS VA ODA DISPENSER r� 0.60 M WATER HEATER 13 ■ 4.00 14 0.80 ' li 14 l BAG & • Y S #6 K sii N M• - _ _ 0.50 _ 1 00 15 117 • • 16 18 4.00 0.50 _ imii 1.10 111•I • i SALES AREA RECEPT HEAT LAMP STRIP ( #17) R E lance /_1: 1 P N , 26 2 DOOR COOLER ( #47B) 1.25 19 ■ 20 0.50 4.00 17 TIME CLOCK /TRIP REL /BUZZER I • 2 DOOR COOLER ( #47B) 1.25 21 • 22 0.56 11111 SANDWICH TOP REFRIG ( #39) K • HV GAS FRYER ; 24 20 1 0.36 23 • 24 RESERVED FOR SHUNT TRIP _ RESERVED FOR SHUNT TRIP 21 • 22 25 • 2 3.24 3 35 L ---- Cr - GRIDDLE #18) ICE MACHINE ( #29) 20 2 0.75 27 • • 28 3.24 y, '1' 4 0.75 29 • 30 3.24 M EXH /SUPPLY FANS ( #26) 40 3 2.28 31 • • 32 RESERVED FPR SHUNT TRIP v `. 1 2.28 • 29 34 • 30 SPACE �� 1 '1, 1 1 2.28 35 • 36 SPACE 37 • 38 39 • 40 y 41 • ■ 42 v 0A DESCRIPTION OF LOAD BRKR KVA PH LOAD CIR NO PHASE CIR NO KVA PH LOAD BRKR DESCRIPTION OF LOAD R A B C AMP P 0A 018 0C 0 0B OC P AMP M COND UNIT CU -1 20 3 2.10 2.28 T 1 • 2 1.74 7.68 6.40 3 70 45 KVA XFRMR T 1.10 I MISCELLANEOUS 0.50 2.10 3 • 4 11.68 i v v v 2.10 5 • 6 11.87 v w W AHU -1 W/8 KW HTR 30 3 3.52 7 ■ 8 A `"-.„� SPACE 3.52 9 • 10 . 3.52 11 • 12 M WATER HEATER 20 3 4.00 13 • 14 4.00 15 • 16 v 4.00 17 • 18 SPACE 19 • 20 21 • 22 23 • 24 25 • 26 27 • 28 `. 29 • 30 �� -r1 0A TOTAL CONNECTED KVA 0A 0B 0C L LIGHTING: 0.48 1.60 1.56 R RECEPTACLE 0.80 1.40 W WATER HEATER: 4.00 4.00 4.00 H HEATING: 3.52 3.52 3.52 M MOTRO /HVAC /FAN: 2.28 2.28 2.28 T TRANSFORMER /PANEL /ATS: 11.7411.6811.87 K KITCHEN EQUIPMENT 7.68 6.40 5.93 E EQUIPMENT /FOOD HEAT LAMP 1.10 I MISCELLANEOUS 0.50 1.00 0A TOTAL CONNECTED KVA 0A 0B 0C L LIGHTING: OTAL CONNECTED KVA 98 98 R RECEPTACLE W WATER HEATER: 4.00 4.00 4.00 H HEATING: 3.52 3.52 3.52 M MOTOR /HVAC /FAN0 210 2 ^ 0 . T TRANSFORMER /PANEL /ATS: 11.7411.6811.87 K KITCHEN EQUIPMENT E EQUIPMENT I MISCELLANEOUS 0A 0B 0C 11.74 11.68 11.87 OTAL CONNECTED KVA 98 98 99 OTAL CONNECTED AMPS 0A 08 0C 21.36 21.30 21.49 TOTAL CONNECTED KVA 78 77 78 TOTAL CONNECTED AMPS PANEL °Wit MCB: 200 AMP MLO: N/A A.I.C.: 22,000 AMP BLDG: SOUTH CENTER, SEATTLE, WA, SP # FC -11 VOLTS: 277/480 V PHASE: 3, S/N WIRE: 4 MTh: SURFACE WITH GROUND BUSS TOTAL 9.62 9.62 9.62 (1) (1) REFER TO PANEL "A" SCHEDULE FOR THESE LOADS DETAIL. nC n MCB: 150 AMP MLO: N/A PANEL "A" TOTALS 6.72 5.78 5.97 NoTE LANDLORD'S JUNC. BOX. VERIFY LOCATION. CONNECTIONS TO THE BASE BUILDING SHALL BE PROVIDED BY THE LANDLORD'S CONTRACTOR AT TENANT'S EXPENSE. DUCT SMOKE DETECTOR GAS SOLENOID VALVE TO HOOD CONTROL PANEL FOR FAN SHUT DOWN II II ANSUL SYSTEM CONTROL PANEL A.I.C.: 10,000 AMPS PHASE: 3, S/N WIRE: 4 BLDG: SOUTH CENTER, SEATTLE, WA, SP # FC -11 VOLTS: 120/208 V WITH ISO & EQUIP. GROUND BUSES MTh: SURFACE 5.02 5.90 II 5.90 (1) PROVIDE LOCK TAB AT THESE BREAKERS IN "ON" POSITION. (2) INSTALL THIS BREAKER WITH SHUNT TRIP DEVICE. (3) ROUTE THIS CIRCUIT THROUGH A TIME CLOCK (4) ROUTE THIS CIRCUIT WITH ISO. GROUND CONDUCTOR. THE TENANT'S FIRE ALARM /PROTECTION. CONTRACTOR TO VERIFY WITH THE LANDLORD'S ON -SITE REPRESENTATIVE, EARLY IN PROJECT, THE TYPE OF FIRE LIFE SAFETY SYSTEM TO BE USED AND THE COMPONENTS THAT WILL BE REQUIRED TO TIE INTO THE LANDLORD'S SYSTEM. MAKE CONNECTIONS IN COMPLIANCE WITH NFPA 72 AND LANDLORD'S CRITERIA. TOTAL NOTES: OI ALL WIRING SHALL BE #12 THWN IN 1/2" CONDUIT. a REFER TO SHEET E -2 FOR SHUNT RELAY TRIP DIAGRAM AT THIS SHEET O MAKE ALL CONNECTION OF DUCT DETECTORS AND OTHER FA DEVICES PER NFPA -72. ANSUL SYSTEM WIRING DIAGRAM SHUNT TRIP BREAKERS (TYP) O VERIFY LOCATION. PULL STATIONS FURNISHED SMOKE DET. VERIFY LOCATION. --[Q f HORN /STROBE WITH UNIT 3 WITH UNIT. VERIFY LOCATION. (4) -#3/0, CU, 1 - #6, CU, GRND IN EXIST. 2 "C. LL'S DISC SW WITH 200A FUSES AT LL'S DIST. MTR CENTER FOR 480V, 30, SERVICE FOR SPACE# FC -1 O EXIST ELEC. MTR COLD WTR METAL PIPE 45 KVA DRY TYPE XFRMR. 480 V. "DELTA" PRIMARY 120/ 208 V. "WYE" SECONDARY NEW 45 KVA 4-#1/0, CU, 1- #6. CU, GRND IN 2" C. 00 EXIST 1 # 4, CU, TO 1 # 4, CU, TO GRND, BLDG. STEEL AND COLD WTR METAL PIPE PER N.E.C. #250. 200 AMP MCB 150 AMP MCB EXIT SW 200AF EXIST LANDLORD'S WIRE WAY VERIFY LOCATION AT SITE ELECTRICAL •w I TENANT ROOM SPACE NEW 4 # 3/0, CU, 1 -#6, CU, GRND, THHN OR THWN IN exist 2 "C. 00 CAL POWER RISER DIAGRAM RISER DIAL. NOTES: � 1 COORDINATE WITH LANDLORD (LL) AND FURNISH AND INSTALL A NEW POWER SUPPLY AND EQUIPMENT IN COMPLIANCE WITH RISER DIAGRAM, PANEL SCHEDULES AND KEY NOTE #22 ON SHEET El. O 2 INSTALL GROUNDING SYSTEM AS REQUIRED TO COMPLY WITH RISER DIAGRAM AND WITH N.E.C. STD. #250, REQUIREMENTS. FURNISH AND INSTALL NEW PANELS "H AND A" IN COMPLIANCE WITH THE KEY NOTE #22, RISER DIAGRAM AND PANEL SCHEDULE. PANELS SHALL BE WITH BOLTED TYPE BREAKERS. 7 DAY, 24 HRS PROGRAMMABLE TIME CLOCK T/C FURNISH AND INSTALL A 45 KVA XFRMR AS SHOWN AND AS DESCRIBED IN KEY NOTE #22 ON SHEET El AND IN SPECIFICATIONS. MAKE SURE THAT THE NEUTRAL OF THE TRANSFORMER IS BONDED WITH THE BUILDING STEEL AND TO THE INCOMING COLD WATER METAL PIPE WITH EXOTHERMIC WELD CONNECTIONS AS SHOWN ON THE RISER DIAGRAM. #10 AWG TO ANSUL PANEL EF1 (3HP) HOOD CONTROL PANEL SF1 (3HP) ® I! i D A- 31,33,35 (FOR FANS) J. BOX ON HOOD. WIRE LTS. & FAN SWITCH. NOTES: O ALL WIRING SHALL BE #12 THWN IN 3/4" CONDUIT UNLESS NOTED OTHERWISE. �2 THE CONTRACTOR SHALL FURNISH AND INSTALL 30A, 208V, 3P, NEMA 3R, DISC SWITCHES AND WIRING FOR FANS. THE COMPLETE SYSTEM SHALL BE WORKING AS REQUIRED. REFER KEY NOTE #18 ON SHEET E1. HOOD WIRING DIAGRAM A -20(2) H N RELAY SQ. "D" CLASS 8501 TYPE XM040 -V02 120 VAC COIL, NEMA 1 ENCLOSURE, CLASS - 9991 -UE7. L J SHUNT TRIP BREAKER USED FOR UNDER HOOD COOKING EQUIPMENT •o• o-H SPARE L J CONTACT FROM FIRE DETECTION SYSTEM. 1 1 1 L 0I GAS SUPPLY SOLENOID VALVE SHUNT TRIP RELAY CONTROL CONTACT LOCATED IN ANSUL SYSTEM CONTROL HEAD. (1) SEQUENCE OF OPERATION: UPON ACTIVATION OF THE ANSUL SYSTEM, AND /OR FIRE DETECTION SYSTEM. ALL EQUIPMENT UNDER HOOD, AHU UNIT FAN AND GAS SUPPLY SOLENOID VALVE SHALL AUTOMATICALLY SHUT OFF. EXH FANS SHALL BE LOCKED IN "ON" POSITION. 1_ TO AHU UNIT FAN CONTROL CIRCUIT (1) (CONTRACTOR TO VERIFY) FEB 15 2008 PERM' ! GEN I Et, n DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: / ' \ REVIS D PER LANDLORD (/23/08 DAVID MATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 11111171111111111111111111 REVISIONS DAVID W. MIATT STATE OF WASHINGTON RIM" SCHEDULts, � AND D SHEET NUMBER 51-2 REGISTERED ARCHITECT 633 SOUTHCENTER SOUTHCENTER SPACE FC11 WA 98188 CAL S ' EC1flA 1.0 GENERAL 1.1 BIDDERS QUALIFICATIONS AND INSTRUCTIONS: 1.1.1 QUALIFICATIONS: THE BIDDERS SHALL BE QUALIFIED, EXPERIENCED, AND LICENSED ELECTRICAL CONTRACTORS. THEY MUST BE FAMILIAR WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES, AND REGULATIONS THAT MAY, IN ANY MANNER, AFFECT THE TASK. 1.1.2 BIDDING INSTRUCTIONS: BEFORE SUBMITTING THE BID, THE BIDDERS MUST REVIEW THE TENANT INFORMATION AND CRITERIA MANUAL, SPECIFICATIONS, PLANS, DRAWINGS, AND ALL OTHER CONDITIONS AND REQUIREMENTS THAT MAY, IN ANY MANNER AFFECT THE WORK UNDER CONTRACT. THEY MUST VISIT THE SITE OF THE PROPOSED PROJECT TO FAMILIARIZE THEMSELVES WITH THE LOCAL CONDITIONS, FIRE RATING REQUIREMENTS, AND THE NATURE OF THE PROJECT. THE PRICING SHALL BE BASED ON THESE SPECIFICATIONS AND THE MATERIALS SHOWN ON THE DRAWINGS. SUBMISSION OF THE BIDS SHALL BE CONSIDERED AS THE EVIDENCE THAT THE BIDDER IS FAMILIARIZED TO ALL THE FACETS OF THE SPECIFIED PROJECT. CONTRACTOR SHALL USE APPLICABLE SECTIONS OF THIS SPEC. 1.1.3 EXCEPTIONS: ANY EXCEPTIONS, OMISSIONS, DISCREPANCIES, AND DOUBTS REGARDING PLANS, DRAWINGS, AND SPECIFICATIONS, IF ANY, SHALL BE COMMUNICATED PROMPTLY IN WRITING TO THE ARCHITECT OR TO THE ENGINEER FOR THEIR REVIEW AND RESPONSE BACK BEFORE THE BID SUBMISSION DATE. NO ORAL COMMUNICATION REGARDING THE EXCEPTIONS OR CHANGES SHALL BE ACCEPTED. BIDDERS SHALL BE NOTIFIED OF ANY CHANGES, IF MADE, DUE TO THE ACCEPTANCE OF EXCEPTIONS BEFORE THE BID SUBMITTAL DATE. 1.1.4 .MATERIAL TAKE OFF: ALL MATERIAL TAKE OFFS, OTHER THAN THE EXISTING DEVICES, SHALL BE MADE USING THE LIGHT & POWER WIRING AND CONDUIT DRAWINGS AND THEIR ASSOCIATED REFERENCES INCLUDING THE SPECIFICATIONS OF THIS PROJECT ON THIS DRAWING. ALL LIGHTING MATERIALS INCLUDING TRANSFORMER, PANELS, FIXTURES, SWITCHES, RECEPTACLES, WIRES AND RACEWAYS, ETC. SHALL BE PURCHASED BY THE CONTRACTORS PER SECTION NO. 2, UNLESS NOTED OTHERWISE. 1.1.5 BID PRICE: THE BID PRICE SHALL INCLUDE LABOR AND MATERIAL COSTS, NECESSARY INSURANCE COSTS AND PERMITS FEES AS REQUIRED TO INSTALL THE COMPLETE ELECTRICAL SYSTEM IN COMPLIANCE WITH THE DESIGN REQUIREMENTS OF THIS PROJECT. 1.1.6 SUCCESSFUL BIDDER: THE SUCCESSFUL BIDDER WILL BE REFERENCED AS THE CONTRACTOR FROM THIS POINT ONWARDS THROUGHOUT THE REST OF THE SPECIFICATION. 1 . 2 THE ELECTRICAL CONTRACTOR REQUIREMENTS AND INSTRUCTIONS: 1.2.1 THE CONTRACTOR SHALL USE EXPERIENCED AND SKILLED PERSONS TO PERFORM ALL THE ELECTRICAL INSTALLATION WORK UNDER THE CONSTANT SUPERVISION OF LICENSED ELECTRICIANS AND /OR LICENSED JOURNEYMAN ELECTRICIANS. 1.2.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS, PAYING ALL FEES, AND PROVIDING ALL NECESSARY INSPECTIONS INCIDENTAL TO THE ELECTRICAL PORTION OF THE WORK. 1.2.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CARRYING NECESSARY INSURANCE AS REQUIRED BY LAW TO PROTECT EMPLOYEES, OTHER PERSONS, EQUIPMENT, AND MATERIAL. 1.2.4 THE INSTALLATION WORK SHALL COMPLY WITH ALL APPLICABLE STATE, COUNTY, AND LOCAL BUILDING CODES. APPLICABLE CODES, AS A MINIMUM, WILL INCLUDE THE LATEST EDITION OF THE FOLLOWING. THESE WILL BE CONSIDERED PART OF THE SPECIFICATION OF [�1IUIP�OI6CTCODE OF THE APPLICABLE CITY AND COUNTY. B NATIONAL ELECTRIC CODE NFPA 70, 2005 C LIFE SAFETY CODE NFPA 101, 2006 D S.B.C.C.I. LATEST EDITION. 1.2.5 IN CASE OF SUBSTITUTIONS THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST TO THE ARCHITECT FOR HIS REVIEW . THE CONTRACTOR SHALL IDENTIFY CLEARLY THE DIFFERENCE BETWEEN THE SPECIFIED ITEMS AND THE SUBSTITUTE ITEMS, INCLUDING THE ECONOMIC IMPACT ON THE PROJECT. THE SUBSTITUTE ITEM SHALL NOT BE ORDERED OR USED UNLESS APPROVED BY THE ARCHITECT AND /OR BY THE OWNER IN WRITING. 1.2.6 THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS FOR SPECIFIED PRODUCTS AT ONE TIME WITHIN THIRTY (30) DAYS FROM THE OFFICIAL NOTICE TO PROCEED. SHOP DRAWING SUBMITTAL SHALL BE MADE FOR THE FOLLOWING MATERIALS AND SYSTEMS: A. LIGHTING FIXTURES, DIMMERS, LAMPS, AND SAFETY SWITCHES. B. TRANSFORMERS, SWITCH BOARDS, DISTRIBUTION PANELS , DISCONNECTS, AND WIREWAYS IF PURCHASED NEW. C. METER CENTERS, CIRCUIT BREAKERS, FUSES, MOTOR STARTERS IF PURCHASED FOR THIS PROJECT. D. TIME CLOCK AND OTHER DEVICES. E) SCHEMATIC DIAGRAMS FOR THE ABOVE ITEMS. 1.2.7 THE CONTRACTOR SHALL PROVIDE FOLLOWING DOCUMENTS BEFORE THE CLOSING OF THE PROJECT AND PRIOR TO THE FINAL PAYMENT: A. B. C. D. ONE YEAR WRITTEN WARRANTY FOR ANY DEFECT IN WORKMANSHIP, MATERIAL, AND EQUIPMENT. TWO SETS OF MANUFACTURER'S OPERATIONAL AND MAINTENANCE MANUALS IF APPLICABLE. MANUFACTURER'S WARRANTIES AND WARRANTY CERTIFICATES. TWO SETS OF REPRODUCIBLE OR RED MARKED UP PRINTS OF "AS- BUILT" DRAWINGS, ONE FOR THE ARCHITECT AND ONE FOR THE OWNER OF THE PROJECT. 1.2.8 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE NECESSARY TEMPORARY ELECTRICAL POWER, AT HIS EXPENSE, AS REQUIRED BY HIS TRADE AND BY THE GENERAL CONTRACTOR. 1.2.9 THE CONTRACTOR SHALL MAKE SURE ON A DAILY BASIS THAT ALL UNNECESSARY MATERIAL AND TRASH CONTRIBUTED BY HIS TRADE ARE REMOVED. 1.2.10 THE CONTRACTOR SHALL CONCEALED ALL THE CONDUIT IN THE FINISHED AREAS. 2.0 PRODUCTS: 2.1 GENERAL: THE ELECTRICAL CONTRACTOR SHALL PURCHASE AND USE ALL "NEW" MATERIAL AS SPECIFIED AND SHOWN ON THE ELECTRICAL PLAN OF THIS PROJECT. ALL THE MATERIAL SHALL BE FREE FROM DEFECTS AND SHALL CARRY A "UL" LABEL. 2.2 CONDUCTORS: Olds 2.5 OUTLET BOXES AND FITTINGS: 3.0 INSTALLATION INSTRUCTIONS: 2.8 DEVICE PLATES: PROVIDE DEVICE PLATE FOR EACH AND EVERY OUTLET BOX. FURNISH IN GANGS AS NECESSARY. PLATES AND SCREWS SHALL BE GRAY UNLESS THE OWNER PREFERS SOME OTHER COLOR, AND SHALL BE OF THE SAME MANUFACTURER AS OF THE DEVICES. 2.10 LAMPS: LAMPS SHALL BE MANUFACTURED BY SYLVANIA MODEL # SYL "F026 /641XP /SS /ECO OR EQUIVALENT. ALL LAMPS SHALL BE GUARANTEED FOR AT- LEAST 4 YEARS OF OPERATION AFTER THE ACCEPTANCE. 2.11 LIGHTING DEVICES: ALL LIGHTING FIXTURES, EMERGENCY & EXIT LIGHTS SHALL BE AS LISTED ON THE LIGHT FIXTURE SCHEDULE; HOWEVER BEFORE PURCHASING ANY LIGHT FIXTURES, SUBMIT FIXTURE. CUT SHEETS FOR THE ARCHITECT AND THE OWNER'S APPROVAL. 2.13 GUARANTEE: ALL ELECTRICAL EQUIPMENT, MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. ALL INSULATED CONDUCTORS SHALL BE UNCOATED COPPER OF 98% CONDUCTIVITY, 600 VOLT AC, DUAL RATED, TYPE THHN /THWN AS NECESSARY TO MEET THE DESIGN REQUIREMENTS AND THE APPLICABLE CODES. NW (FOR # 4 AWG AND LARGER) AND THERMO PLASTIC WIRES RATED FOR 75 DEGREES CENTIGRADE OPERATIONS IN WET AND DRY LOCATIONS AND 90 DEGREES CENTIGRADE WITHIN ELECTRIC DISCHARGE LIGHTING EQUIPMENT MAY BE USED. CONDUCTORS NUMBER # 10 AWG AND LOWER SHALL BE SOLID COPPER AND #8 AWG AND ABOVE SHALL BE STRANDED COPPER. THE MINIMUM SIZE OF WIRE SHALL BE # 12 AWG FOR 20 AMP BREAKER, # 10 AWG FOR 30 AMP BREAKER, # 8 AWG FOR 40 AMP BREAKER. 2.3 CABLE: SIGNAL CABLES, IF USED, SHALL BE COPPER AND SHALL MEET ALL UL AND N.E.C. CODE REQUIREMENTS. METAL CLAD (TYPE MC), ARMORED (TYPE AC) AND NON- METALLIC (NM) CABLES SHALL NOT BE USED. ALL CABLE ASSEMBLIES SHALL CONTAIN COPPER GROUND CONDUCTOR. 2.4 CONDUITS: THE CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT) AND HOT DIPPED GALVANIZED STANDARD STEEL AS MANUFACTURED BY WHEATLAND TUBE COMPANY OR EQUIVALENT. OUTLET BOXES, FITTING CLAMPS AND HANGERS ETC. SHALL BE GALVANIZED STEEL, RUST RESISTANT AND COMPATIBLE WITH THE RACEWAY. OUTLET BOXES FOR FIXTURES, SWITCHES, AND RECEPTACLES SHALL HAVE SMOOTH ROUND EDGES AND SHALL BE WITH COVER PLATES. BOXES SHALL BE "STEEL CITY" OR EQUIVALENT. FITTINGS FOR EMT CONDUITS SHALL BE COMPRESSION TYPE. NO SET SCREW WILL BE USED. UNUSED HOLES SHALL BE COVERED WITH APPROVED INSERT CAPS. 2.6 SWITCHES AND DIMMERS: SWITCHES AND DIMMERS SHALL BE TOTALLY ENCLOSED, RATED AT 120/277 VOLTS AC, 20 AMPS, 2000 WATTS WITH GRAY TOGGLE AND DEVICE PLATE. THESE SHALL BE QUIET OPERATION, COMMERCIAL GRADE AS MANUFACTURED BY LEVITON, LUTRON OR EQUIVALENT. PLATES SHALL MATCH THE SWITCHES. FURNISH IN GANGS AS NECESSARY. 2.7 RECEPTACLES: RECEPTACLE SHALL BE COMMERCIAL GRADE, 125 VOLTS AC, AND 20 AMPERE RATING WITH GROUNDED POLE AND TWO CIRCUIT OPTION, AS MANUFACTURED BY LEVITON OR EQUIVALENT. PLATES SHALL MATCH THE RECEPTACLES. FURNISH IN GANGS AS NECESSARY. 2.9 BALLASTS: BALLASTS FOR FLUORESCENT FIXTURES SHALL BE RAPID START, SYLVANIA ELECTRONIC ENERGY SAVING, HIGH POWER FACTOR AND SHALL BE CLASS "P," CBM, TITLE 24 CERTIFIED WITH INTERNAL THERMAL PROTECTOR WITH AUTOMATIC RESET AND CLASS "A" SOUND RATING NOISE LEVELS LESS THAN 30 dB MAXIMUM. BALLASTS SHALL BE MANUFACTURED BY SYLVANIA AS SHOWN ON THE LIGHTING SCHEDULE OR EQUAL EQUAL AND SHALL SHALL BE GUARANTEED AT LEAST FOR FIVE (5) YEARS OF OPERATION AFTER THE ACCEPTANCE. THE BALLAST MODEL NUMBER SHALL BE "2 OR 4 LAMP PSX -SYL Xtreme AS REQUIRED ". 2.12 TIME CLOCK OR TIME SWITCH: TIME CLOCK SHALL BE ELECTRO- MECHANICAL 24 HOURS SEVEN DAYS TYPE WITH RESERVE POWER AND CONTACTS RATED 40 A. 4 PST AND N.E.M.A. TYPE 1 OR 3R ENCLOSURE. IT SHALL BE SELF POWERED BY A SELF STARTING SYNCHRONOUS MOTOR WITH MINIMUM 16 HR SPRING DRIVEN RESERVE POWER AND A DAY OMITTING DEVICE. TIME CLOCK SHALL BE PARAGON 7007 -0, TORK "W" SERIES, OR APPROVED EQUAL. 3.1 GENERAL: THE PLAN LOCATION OF LIGHTING FIXTURES, JUNCTION BOXES, CONVENIENCE OUTLETS, AND PANEL BOARDS ARE APPROXIMATE UNLESS DIMENSIONED AND ARE TO BE ADJUSTED BY THE CONTRACTOR AS REQUIRED IN THE AREAS WHERE CEILING GRID AND OTHER OBSTRUCTIONS DETERMINE FIXTURE LOCATIONS. THE CONTRACTOR SHALL COORDINATE WITH OTHER ARCHITECTURAL, MECHANICAL AND OTHER SYSTEMS TO AVOID INTERFERENCE. ALL CUTTING AND CONSEQUENT REPAIRS IN CONJUNCTION WITH THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. BEAMS OR OTHER STRUCTURAL COMPONENT SHALL NOT BE CUT WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT. 3.2 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, LABOR, TRANSPORTATION, RIGGING & HOISTING, TOOLS, AND STORAGE, ETC. FOR ALL WORK INDICATED AND REQUIRED FOR COMPLETE INSTALLATION. 3.3 THE ELECTRICAL WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND SHALL INCLUDE COMPLETE TESTING OF ALL EQUIPMENT AND WIRING. WORKMANSHIP SHALL BE THE HIGHEST QUALITY AS ESTABLISHED BY TRADE STANDARD. 3.4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS AND COMMUNICATIONS WITH THE LOCAL BUILDING DEPARTMENT AND INSPECTION PERSONNEL TO REVIEW CONTRACT DOCUMENTS PRIOR TO INSTALLATION. 3.5 OWNER WILL NOT BE HELD RESPONSIBLE FOR FIELD CHANGES THAT ARISE FROM CONTRACTOR'S ERROR OR OMISSION OF MATERIALS OR WORKMANSHIP IN WORK PERFORMANCE. O FC) 3.9 3.10 3.11 3.6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTIUIIES PLACEMENT, AS IDENTIFIED ON THE RISER DIAGRAM, AND LOCATION OF THE ELECTRICAL SERVICE EQUIPMENT. THE CONTRACTOR SHALL PAY ALL NECESSARY CHARGES ASSOCIATED WITH INSTALLATION OF ALL UTILITIES TO THE POWER COMPANY PRIOR TO THE CONSTRUCTION. A LETTER SHALL BE PROVIDED FROM THE POWER COMPANY THAT ALL THE CHARGES HAVE BEEN PAID IN FULL. 3.7 NECESSARY AND OBVIOUSLY REQUIRED, ELECTRICAL ITEMS THAT ARE NOT SHOWN ON THE DRAWINGS, SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES TO INSTALL A COMPLETE AND SAFE ELECTRICAL SYSTEM. 3.8 THE ELECTRICAL CONTRACTOR SHALL FOLLOW THE SAME COLOR CODE IDENTIFICATION FOR EACH PHASE THROUGHOUT THE SYSTEM FROM SERVICE SWITCH OR TRANSFORMER THROUGH ALL BRANCH CIRCUITS. ALL SLAB OR ROOF PENETRATIONS SHALL BE MADE WITH APPROVED FIRE RATED SMOKE BARRIER FITTINGS. PROVIDE ACCESSORIES (PITCH POCKETS, SLEEVES, ETC.) AS REQUIRED. JUNCTION BOXES FOR NEON SIGN LIGHTS, SWITCHES, UGHTING FIXTURES, RECEPTACLES AND FOR PULLING WIRES SHALL BE AS APPROXIMATE AS SHOWN ON THE PLANS BUT EXACT LOCATIONS SHALL BE GOVERNED BY THE ARCHITECTURAL PLANS. ALL OUTLET BOXES SHALL HAVE SQUARE CUT CORNERS. AIR SPACE GREATER THAN 1/8" AROUND OUTLET BOXES, AND ADJACENT DRYWALL WILL NOT BE PERMITTED. THE CONTRACTOR SHALL COORDINATE WITH DRYWALL INSTALLER PRIOR TO INSTALLATION. CAULK AROUND BOXES TO ELIMINATE STEEL OUTLET. 3.12 LIGHTING SWITCHES AND CONVENIENCE RECEPTACLES SHALL BE FLUSH MOUNTED IN SECTIONAL SWITCH BOXES WITH MATCHING COVER PLATES UNLESS NOTED OTHERWISE. 3.13 THE MOUNTING ARRANGEMENT OF EACH FIXTURE WILL BE DETERMINED BY THE CONTRACTOR EXCEPT WHERE THE MANUFACTURER HAS GIVEN SPECIFIC MOUNTING INSTRUCTIONS. 3.14 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LUMINARIES, DEVICES, AND EQUIPMENT AS SPECIFIED AND SHOWN ON THE PLAN DIAGRAMS. PROVIDE ALL CABLES, CONDUCTORS, CONDUITS, AND CONNECTIONS AS REQUIRED TO PROVIDE COMPLETE AND OPERATIONAL ELECTRICAL AND MECHANICAL SYSTEMS. ALL CONDUITS SHALL BE RUN CONCEALED IN FINISHED AREAS. 3.15 INDIVIDUAL BREAKERS WILL SUPPLY ELECTRICAL POWER TO INDIVIDUAL SIGN OR NEON LIGHT CIRCUITS. NEON TRANSFORMER EQUIPMENT IS TO BE CONCEALED ABOVE ADJACENT COLUMN ENCLOSURE OR TO BE INSTALLED AS SHOWN ON ARCHITECTURAL DRAWINGS. 3.16 ALL JOINTS IN CONDUIT AND RACEWAY SHALL BE MADE TIGHT AND BENDS SHALL BE MADE OVER LONG RADIUS WHERE ENTERING A CABINET AND JUNCTION BOX. THE CONTRACTOR SHALL SUPPORT ALL CONDUIT AND RACEWAYS SECURELY FROM JOISTS AND /OR BEAMS (TIE WIRES ARE NOT ACCEPTABLE). THE CONTRACTOR SHALL VERIFY ALL RACEWAY SIZES IN ACCORDANCE WITH THE N.E.C. CODE. NO CONDUIT SHALL CARRY MORE THAN THREE (3) CURRENT CARRYING CONDUCTORS. NOTE: ALL JOB CUT THREADS SHALL BE COATED WITH RUST RESISTANT ZINC CHROMATE FOR THIN WALL EMT. 3.17 LIGHTING CONDUITS SHALL BE SUPPORTED AT EVERY 8 FEET. 3.18 MOUNTING HEIGHT OF LIGHTING EQUIPMENT, UNLESS NOTED OTHERWISE ON ARCHITECTURAL PLANS SHALL BE APPROXIMATELY AS FOLLOWS: A. LIGHTING SWITCHES CENTERLINE B. CONVENIENCE OUTLETS CENTERLINE C. LIGHTING & POWER PANELS TOP D. EMERGENCY LIGHT FIXTURES 4 FEET ABOVE A.F.F 1 FEET, 6 INCHES A.F.F 6 FEET, 6 INCHES ABOVE A.F.F 9' ABOVE A.F.F TO BOTTOM OF THE UNIT. 3.19 ELECTRICAL RACEWAYS AND SHALL BE SIZED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.), ARTICLE 250. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GREEN INSULATED GROUND WIRE IN EACH CONDUIT RUN. ISOLATED GROUND CONDUCTORS SHALL BE ROUTED TO THOSE CIRCUITS WHICH NEED ISOLATED GROUND SPECIALLY FOR COMPUTERS AND CASH REGISTERS. 3.20 THE CONTRACTOR SHALL PROVIDE LIGHTNING PROTECTION VOLTAGE SURGE PROTECTOR FOR ALL SERVICE PHASE CONDUCTORS TO GROUND (IF IT IS NOT ALREADY THERE IN CASE OF RENOVATIONS). DEVICE SHALL BE APT TE 400 OR APPROVED EQUIVALENT. 3.21 LUMINARIES SHALL BE AS SPECIFIED IN THE "LIGHTING FIXTURE SCHEDULE ". ALL RECESSED AND LAY -IN FIXTURES SHALL BE SUPPORTED FROM THE FOUR CORNERS WITH SUPPORTS CAPABLE OF CARRYING TWICE THE WEIGHT OF THE FIXTURE. ALL SUPPORTS SHALL BE ATTACHED TO THE JOISTS AND /OR BEAMS. NO LIGHTING FIXTURE SHALL BE INSTALLED WITHIN 2 FEET OF ANY SPRINKLER HEAD. 3.22 THE CONTRACTOR SHALL INSTALL ALL TELEPHONE JACKS AND WIRING FROM THE MAIN TELEPHONE TERMINAL BOARD TO THE FINAL TELEPHONE OUTLETS. WIRING SHALL. BE INSTALLED IN A MINIMUM 1/2 INCH CONDUIT. 3.23 THE CONTRACTOR SHALL COORDINATE WITH THE FIRE PROTECTION CONTRACTOR AND SHALL MAKE ALL NECESSARY CONNECTIONS BETWEEN DUCT SMOKE DETECTORS AND HVAC UNITS. 3.24 ALL JUNCTION BOXES SHALL BE ACCESSIBLE FROM BELOW. OTHERWISE, CONTRACTOR SHALL PROVIDE ACCESS PANEL AT ALL JUNCTION BOX LOCATIONS AND SMOKE DETECTORS. 3.25 IF NOT ALREADY EXISTING, THE CONTRACTOR SHALL FURNISH ALL THE NECESSARY DISCONNECT SWITCHES, RELAY BOXES, AND CONTROL BOXES AS REQUIRED AND RECOMMENDED BY THE HVAC MANUFACTURER FOR THE HVAC UNIT AND WATER HEATER. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR AND MAKE ALL NECESSARY CONNECTIONS TO MAKE THE HVAC SYSTEM FUNCTIONAL 3.26 A PLASTIC COVERED TYPE WRITTEN IDENTIFICATION CARD FOR ALL MAIN AND BRANCH CIRCUITS INCLUDING SPARES SHALL BE POSTED AT THE INSIDE OF THE PANEL DOOR. 3.27 LOCK -ON DEVICES ON PANEL CIRCUIT BREAKERS FOR NIGHT, EXIT AND EMERGENCY LIGHTING CIRCUITS SHALL BE PROVIDED AND THE SHALL BE GIVEN TO THE OWNER. 4.0 TRANSFORM AND PANEL BOARD SPECIFICATIONS : THIS SECTION SHALL APPLY TO THE NEW TRANSFORMER, PANEL BOARDS, CIRCUIT BREAKERS, PANEL BOXES & TRIMS, DISCONNECT SWITCHES, AND FUSES. 4.1 PANEL BOARDS: PANEL BOARDS SHALL BE GENERAL PURPOSE N.E.M.A. TYPE 1 OR TYPE 3R ENCLOSURES SUITABLE FOR SPECIFIED INDOOR OR OUT DOOR LOCATIONS AND AND FLUSH OR SURFACE MOUNTING APPLICATIONS AS INDICATED ON THE PANEL SCHEDULE. PANEL BOARDS AND NE INTERNAL COMPONENTS SHALL BE RATED TO PERFORM THEIR FUNCTIONS CONTINUOUSLY AT 40'C AMBIENT AND 50% RELATIVE HUMIDITY. BUSSES, TERMINALS, AND LUGS SHALL BE RATED AND CAPABLE TO FUNCTION CONTINUOUSLY AT 75 DEGREES CENTIGRADE. PANEL BOARDS SHALL BE AS MANUFACTURED BY WESTINGHOUSE ELECTRIC CORP., GENERAL ELECTRIC, SQUARE 'D', CHALLENGER, OR APPROVED EQUAL. A NAMEPLATE LISTING PANEL NUMBER, TYPE, MANUFACTURER'S NAME, NUMBER OF PROTECTIVE AND SWITCHING DEVICES, VOLTAGE, CURRENT, PHASE AND AIC RATINGS SHALL BE PROVIDED. BRANCH CIRCUITS SHALL BE ARRANGED USING DOUBLE ROW CONSTRUCTION. ALL INTERIORS SHALL BE COMPLETELY FACTORY ASSEMBLED WITH SWITCHING AND PROTECTIVE DEVICES, WIRE CONNECTORS, ETC. ALL WIRE CONNECTORS, EXCEPT SCREW TERMINALS, SHALL BE OF THE ANTI -TURN SOLDERLESS TYPE AND ALL SHALL BE SUITABLE FOR COPPER WIRE OF THE SIZES INDICATED ON DRAWINGS OR IN THE PANEL SCHEDULES AND CONTINUOUSLY FUNCTIONING AT 75 DEGREE CENTIGRADE. ALL BREAKERS, SIZED AS SHOWN ON PANEL SCHEDULE, SHALL BE BOLT -ON BREAKERS. INTERIORS SHALL BE SO DESIGNED THAT SWITCHING AND PROTECTIVE DEVICES CAN BE REPLACED WITHOUT DISTURBING ADJACENT UNITS AND WITHOUT REMOVING THE MAIN BUS CONNECTORS AND SHALL BE SO DESIGNED THAT CIRCUITS MAY BE CHANGED WITHOUT MACHINING, DRILLING, OR TAPPING. BUS BARS FOR THE MAINS SHALL BE OF COPPER AND SIZED IN ACCORDANCE WITH UNDERWRITERS' LABORATORIES STANDARDS. UNLESS NOTED OTHERWISE, FULL SIZE NEUTRAL BARS SHALL BE INCLUDED. BUS BAR TAPS FOR PANELS WITH SINGLE POLE BRANCHES SHALL BE ARRANGED FOR SEQUENCE PHASING OF THE BRANCH CIRCUIT DEVICES. THE SHORT CIRCUIT RATING OF THE ASSEMBLED PANEL BOARD SHALL BE IN ACCORDANCE WITH UL. INC. STANDARDS AND THEIR TEST VERIFICATION. PHASE BUSSING SHALL BE FULL HEIGHT WITHOUT REDUCTION. CROSS AND CENTER CONNECTORS SHALL BE COPPER. NEUTRAL AND GROUND BUSSING SHALL HAVE SUITABLE LUGS FOR OUTGOING FEEDERS REQUIRING A NEUTRAL AND GROUND CONNECTIONS. SPACES FOR FUTURE SWITCHING AND PROTECTIVE DEVICES ON LIGHTING AND APPLIANCE DISTRIBUTION PANELS SHALL BE BUSSED FOR THE MAXIMUM DEVICE THAT CAN BE FITTED INTO THEM. PROVIDE BLANK FILLER PLATES IN THE EMPTY SPACES. 4.2 CIRCUIT BREAKER: THE CIRCUIT BREAKERS ARE TO BE INDUSTRIAL MOLDED CASE BOLT ON TYPE, STANDARD THERMAL, MAGNETIC, WITH TRIP FREE MECHANISM, THREE POSITION HANDLES INDICATING "ON" "OFF" AND "TRIPPED" CONDITION. EACH POLE SHALL PROVIDE INVERSE TIME DELAY AND INSTANTANEOUS CIRCUIT PROTECTION. THE BREAKER RATING AND CONFIGURATION SHALL BE AS INDICATED ON THE PANEL BOARD SCHEDULE. ALL MULTI POLE BREAKERS SHALL HAVE AN INTERNAL COMMON TRIP. ALL BREAKER LUGS SHALL BE SUITABLE TO WITHSTAND 75 DEGREE CENTIGRADE WITHOUT MALFUNCTIONING. 4.3 PANEL TRIM: HINGED DOORS IN PANEL TRIMS SHALL COVER ALL SWITCHING DEVICE HANDLES AND SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 1. DOORS SHALL NOT UNCOVER ANY LIVE PARTS WHILE MAKING SWITCHING DEVICE HANDLES ACCESSIBLE. 2. DOORS SHALL HAVE FLUSH -TYPE CYLINDER LOCK AND CATCH, EXCEPT THAT DOORS OVER 48" IN HEIGHT SHALL HAVE AUXILIARY FASTENERS AT TOP AND BOTTOM OF DOOR IN ADDITION TO FLUSH -TYPE CYLINDER LOCK AND CATCH. DOOR HINGES SHALL BE CONCEALED. ALL LOCKS SHALL BE KEYED AUKE. DIRECTORY FRAME AND CARD HAVING A TRANSPARENT COVER SHALL BE FURNISHED ON EACH DOOR. THE TRIMS SHALL BE FABRICATED FROM CODE GAUGE SHEET STEEL ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE PANEL BOARDS SHALL BE PROPERLY CLEANED PRIMED AND PAINTED IN ACCORDANCE WITH THE MANUFACTURER'S STANDARD SPECIFICATIONS AND COLOR. TRIMS FOR FLUSH MOUNT PANELS SHALL OVERLAP THE BOX BY AT LEAST 3/4" ALL AROUND. SURFACE MOUNT PANELS TRIMS SHALL HAVE THE SAME WIDTH AND HEIGHT AS OF THE BOX. TRIMS SHALL BE MOUNTABLE BY A SCREW DRIVER WITHOUT THE NEED FOR SPECIAL TOOLS. 4.4 PANEL BOXES: BOXES SHALL BE MADE FROM UNPAINTED GALVANIZED CODE GAUGE STEEL HAVING MULTIPLE KNOCKOUTS ON THE TOP AND THE BOTTOM EXCEPT WHERE NOTED OTHERWISE. BOXES SHALL BE OF SUFFICIENT SIZE TO PROVIDE A MINIMUM GUTTER SPACE OF 4" ON ALL SIDES. WHERE FEEDER CABLES SUPPLYING THE MAINS OF A PANEL ARE CARRIED THROUGH ITS BOX TO SUPPLY OTHER ELECTRICAL EQUIPMENT, THE BOX SHALL BE SO SIZED AS TO INCLUDE THIS WIRING SPACE. THIS WIRING SPACE SHALL BE IN ADDITION TO THE MINIMUM GUTTER SPACE SPECIFIED ABOVE AND THE LIMITING WIDTH MAY BE INCREASED ACCORDINGLY. AT LEAST FOUR (4) INTERIOR MOUNTING STUDS SHALL BE PROVIDED. ALL UNUSED HOLES IN THE BOXES SHALL BE PLUGGED WITH APPROVED INSERT CAPS. BOXES SHALL BE "STEEL CITY" OR EQUAL. 4.5 DISCONNECT SWITCHES: THE CONTRACTOR SHALL INSTALL N.E.M.A. TYPE 1 DISC. SWITCHES FOR INDOOR AND N.E.M.A. TYPE 3R DISC. SWITCHES FOR OUT DOOR APPLICATIONS. ALL DISCONNECT SWITCHES FOR SERVICE CONDUCTOR ENTRANCES SHALL BE RATED AT LEAST 100K AIC. DISCONNECT SWITCHES FOR MOTOR CIRCUIT AND FIXED LOAD (SUCH AS HVAC EQUIPMENT, AND WATER HEATER ETC.) CIRCUITS SHALL BE FUSIBLE OR NON FUSIBLE AS SHOWN ON THE DRAWINGS OR REQUIRED BY THE MANUFACTURER. 4.6 FUSE: THE CONTRACTOR SHALL USE DUAL ELEMENT, TIME DELAY CURRENT LIMITING, 100,000 AMP AIC RATED, CLASS RK -1 FUSES WHEN PROTECTING PANEL BOARDS AND TRANSFORMERS AND 100,000 AMP AIC RATED CLASS RK -5 FUSES WHEN PROTECTING MOTORS UNLESS NOTED OTHERWISE OR REQUIRED DIFFERENTLY BY THE MANUFACTURER. ALL FUSES IN ANY DISC.. SW SHALL BE OF THE SAME MANUFACTURER AND SHALL BE MANUFACTURED BY BUSSMANN, GOULD SHAWMUT OR EQUIVALENT. r • FEB 15 2008 PE.Ft vM CENTER DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: A- A- 0 W O U �a w � N O Z (X W W 4 1 I ii m U I_ H- W w 4 = U J O = � N F_ Q : 0 I D W O 0 M co CO REVISIONS DAVID WATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON nocritKAI. SPECIFICATIONS SHEET NUMBER FAN UNIT ND. FAN UNIT MODEL # EXHAUST FAN GENERAL NOTES + 1 1. ELECTRICAL HOOK -UP TO CAS MOTOR CONTROLS CFM O O (MOTOR STARTERS, FAN SWITCHES, 24' 2 4' FAN DISCONNECTS, RELAYS, ETC,) BY OTHERS. Hood #1 BLOWER - / CFM 3. ALL PHASES OF INSTALLATION SHALL COMPLY RPM H.P. WITH NFPA 96. VOLT FLA . \\ ,, 14' L 14' I_ Incandescent Light Fix 4 3.000 I� 'J l_- 14 14 4---_1 20 f o I `l_ on AT ALL BENDS AND HORIZONTAL RUNS. YES 0 U,L Listed Incandescent Light Fix D 10' .I - 0 :.I I:::::'::I 77 _ . L: 10 I �f — � � 10 - 8' - -� — — 8' . - L�Cf 10' FAN UNIT ND. FAN UNIT MODEL # EXHAUST FAN GENERAL NOTES + MODEL 1. ELECTRICAL HOOK -UP TO CAS MOTOR CONTROLS CFM S,P, (MOTOR STARTERS, FAN SWITCHES, H.P. 0 FAN DISCONNECTS, RELAYS, ETC,) BY OTHERS. FLA BLOWER 2. FIRE CHASE BY OTHERS, IF REQUIRED. TAG CFM 3. ALL PHASES OF INSTALLATION SHALL COMPLY RPM H.P. WITH NFPA 96. VOLT FLA 4. WRITTEN MEASUREMENTS HAVE PRECEDENCE A2- 11500 -615 KSF -1 16' LIVER SCALE. 8 Incandescent Light Fix 5. PROVIDE CLEANOUTS IN EXHAUST AIR 3.000 3 DUCTS AS INDICATED TD ALLOW CLEANING 9.5 on AT ALL BENDS AND HORIZONTAL RUNS. YES 3400 6. EXHAUST DUCT TO BE 16 GA. GAV STEEL 893 3.000 ALL SEAMS AND JOINTS TO HAVE A LIQUID 200 9.5 TIGHT CONTINUOUS EXTERNAL WELD, 2150 7, FAN TO HAVE A MINIMUM OF 10 FT. OF 10' 28' CLEARANCE FROM THE OUTLET TO ADJACENT 1250 0,202' BUILDINGS, PROPERTY LINES, AIR INTAKES OR 3 FT. VERTICAL CLEARANCE PER NFPA96 8, HORIZONTAL EXHAUST DUCT TO SLOPE NOT LESS THAN 1/4' PER FOOT TOWARD HOOD FOR DUCT LESS THAN 75' LONG. 1' PER FOOT SLOPE FOR DUCT LONGER THAN 75' 9. HOOD TO OVERHANG COOKING EQUIPMENT 6' ON ALL OPEN SIDES. 10. EXHAUST DUCT TO BE PROTECTED FROM COMBUSTIBLES PER NFPA96 AND LOCAL CODE. 11, BUILDING PRESSURE SHALL NOT EXCEED 0.02' WATER COLUMN AT EXTERIOR DOORS. 12. KITCHEN SHALL BE BALANCED TO BE NEGATIVE WITH RESPECT TO THE DINING ROOM, FAN UNIT ND. FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN MODEL TAG CFM S,P, RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA 2 A2- 11500 -615 KSF -1 16' 16' 8 Incandescent Light Fix NO 3.000 3 208 9.5 on A2 -D,500 YES 3400 0.600' 893 3.000 3 200 9.5 HOOD NO. FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD WEIGHT TYPE QTY. HEIGHT LENGTH QTY TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL 4 QUANTITY LOCATION 1 SS Baffle with Handles 6 16' 16' 8 Incandescent Light Fix NO 3.000 3 208 9.5 3400 10' YES 614 LBS, 0 16' 20' FAN UNIT NO, FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN MODEL TAG CFM S.P. RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA 1 NCA24HPFA KEF -1 NCA24HPFA 10' 10.00' 4300 - 1.500' 1000 3.000 3 208 9.5 3400 10' 28' 1250 0.202' 430 SS Where Exposed ALONE N/A 14' HOOD N❑ MODEL LENGTH MAX. COOKING TEMP, EXHAUST PLENUM SUPPLY PLENUM HDDD CONSTRUCTION HOOD CONFIG, TOTAL EXH. GEM RISER(S) TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENG. DIA, CFM S.P, WIDTH LENG. DIA. CFM S.P. 1 4824 NDI- PSP -FS 10' 10.00' 400 Deg. 4300 14' 14' 31 2150 - 0,442' 3400 10' 28' 1250 0.202' 430 SS Where Exposed ALONE N/A 14' 14' 2150 - 0.442' 10' 28' 1250 0,202' T. BTU RANGE (MBH) GAS PRESSURE GAS CONNECTION BLOWER/ MOTOR DOOR FILTER SIZE & QTY MAX. FILTER VEL ❑CITY DIM 'T' DIRECT FIRED MODULE � BURNER LENGTH BTU LOW BTU HIGH MIN MAX 'T' (NPT) MIN MAX D.500 -G15 12' 18 550 7' WC 14' WC FAN MODEL BTU RANGE (MBH) GAS PRESSURE GAS CONNECTION CFM RANGE FILTER SIZE & QTY MAX. FILTER VEL ❑CITY MODEL BURNER LENGTH BTU LOW BTU HIGH MIN MAX 'T' (NPT) MIN MAX D.500 -G15 12' 18 550 7' WC 14' WC 1 2500 6 20'x25'x2' (3) @6000 CFM = 696 FPM FAN MODEL HT W B UNIT DIMENSIONS F R RO CURB NCA24HPFA DISCHARGE OPENING MODEL WEIGHT A B C D E F I G H J K N P R S D.500 -G15 810 LBS 82 - 3/8 37 -3/8 36 -3/4 33 -1/16 3 -3/4 53 -5/817 -13/16 42 - 13/16 31 79 18 -3/4 16 6 -1/8 10 - 13/16 FAN MODEL HT W B C F R RO WEIGHT LB NCA24HPFA 37 1/2 43 3/8 2 33 30 5/8 23 7/8 28 270 FAN UNIT ND. . BTU's TEMP. RISE GAS TYPE 2 245616 70 deg F Natural FAN MODEL D E NCA24HPFA 31 1/2 20 amsgamEmEiruniimpitwNsi Sup -2 Sup 3 208 2 9.5 -- Amp 48' 16' L 1'- HOOD INFORMATION HOOD INFORMATION 32' 28' 66' 0' 10.00' PLAN VIEW - Hood #1 - 10' 10.00' LONG 4824NDI- PSP -FS 10' 20' 32' 900 0.151' AIR BALANCE NOTE: TOTAL EXHAUST = HOOD EXHAUST - HOOD SUPPLY TOTAL EXHAUST = 4,300 CFM - 3,400 CFM TOTAL EXHAUST = 900 CFM NEEDED FROM HVAC 12' 1' 32' 32' CAPTIVE —AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 8< ULC710 STANDARDS ELL, LISTED 3054804- -001 HANGING ANGLE 16" U.L CLASSIFIED BAFFLE -TYPE GREASE FILTERS EXHAUST RISER SLOPED GREASE DRAIN WITH REMOVABLE CUP 4 EQUIPMENT BY OTHERS 100W VAPORPROOF INCANDESCENT LIGHT ATTACHING ANGLES 2.75' 33' MIN 48' MAX 78' APA SECTION VIEW — MODEL 4824 —NDI with PSP Accessory NOM TYP SUPPLY RISER WITH VOLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL / ELECTRICAL PREWIRE PACKAGE DRAWING NUMBER 31111083 JOB NAME Chicken Now @ Southcenter Mall - Seatt JOB NUMBER 703351 CONTROL INPUT 120VAC H1 =UNE. N1= NEUTRAL 15A BKR - Do NoT WIRE To SHUNT TRIP BREAKER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 LIGHT INPUT 120VAC H2-H5LINE, N2 -N5= NEUTRAL 15 15A BKR LS -01 H2 B ' BR 16 17 10 INPUT 19 20 21 22 23 24 (Fan Switch Shown Installed) ST -1 OL -1 R A +•2 96 '5 3 WIRE 3 PHASE NC c 3 PHASE 2DHV S -1 OL-1 T1 2 LIGHTS OUT IN FIRE CONDITION. L2 T2 T2 22 L3 T3 T3 3 PHASE 209V ST -2 OL -2 L1 Ti TI 24 L2 T2 T2 L3 T3 T3 SUP -2 120VAC SHUNT TRIP BREAKER CONTROL WIRING FIELD WIRED BY ELECTRICIAN AS SHOWN GR GR 1 SHUNT TRIP BREAKER BY OTHERS BK WH u RATE 12/19/2007 DRAWN BY 3 Phase, W/ 1 Exhaust Fan, 1 Supply Fan, Exhaust In Fire, Lights out In Fire Lobel Description ST Starter FS Fan Switch (Lighted) MS MicroSwitch (Ansul/PyroChem) R1 Relay DPDT LS Light Switch (1400W max) L Hood Lights) GP General - Purpose Relay DPDT TX Transformer C Contactor GR Ground AF Air Flow Switch Spare Relay Contacts C -RD NO-BL NC -PR � NCa 4 NO 6 7 COM 9 SPARE RELAY CONTACTS CAN BE USED TD CONTROL ITEMS REQUIRING SHUT g COIL DOWN WHEN THE FIRE SYSTEM DISCHARGES, SUCH Ri - R5 AS SHUNT TRIP, SIGNALS, RELAY SpoE C Relay Contacts NC R2-1 TERMINAL FOR FIELD C WIRING TEl BUILDING FIRE PANEL, DRY CONTACTS FOR SIGNAL ONLY 115-2 N 4G R2-2 z., NC 2N0 NC 4045 NO MS -1, MS -2 MicroSwitch Ansul Pyrochem C -RD C -RD NO -BK NO -BK NC-BR NC -BR 12 x 18 x 6 Box NOTES DENOTES FIELD VIRING DEWITES INTERNAL WIRING WIRE COLOP BK - BLACK TV - YELLOW BL - BLUE GY - GRAY BR - BROWN PR - PURPLE DR -- [RANEE OR/BL - ORANGE/BLUE RD - RED (STRIPE) VH - WHITE BL /RD - BLUE /RED (STRIPE) RB /GN - RED /GREEN (STRIPE) DRAWING SHOWN DE- ENERGIZED NOTE' IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Direct Fired Heater Wiring DRAWING NUMBER W703351 -2 GR SW-01 Na 7 C NOo T3-01 G _® NCo RD SENSOR BK 14 3 BK C ° BK C„r,eRD �R® NC N❑ �" TS -03 R H BK BL OL - ST -01 A2 -ZA1 9596 CB -01 PS -02 JOB NAME Chicken Now @ Southcenter Mall - SedtIMETE '/t2/19/2007 JOB NUMBER 703351 BK BK TR--01 115 WH 60 20 - D S1q FSC -01 FR -01 BK s{3 S3 a � S1 3 G D- �0150 4 o B 5 H ® TR - 03 1L ,. BK SPARK PLUG TS -05 ST - 01 OL -Il L1, T1 T1 BK L� BK 3 3 BK MT - 02 TS - 02 WH WH WH GY Ls WH WI� GY r-02 --01 GR MODEL A2 -D.500 -1315 Motorized Back Draft Hamper Freeze Stat Installed [lotions Maxltrol 14 Discharge Temp, Control Label CB -01 Circuit breaker (Ramp) [3] �00 MA -01 MT -01 MT -02 BL-01 Flare rod Fireye FIG Maxltrol AB1014 -4080 091 Supply motor Damper rotor Supply motor overload PS -01 Low Airflow Switch PS -02 High Airflow Switch VA Maln gas valve VA-03 Modulating gas valve MINIMUM CIRCUIT AMPACITY' 13.03 sut TERMINALS 14 AND S6 USED ON AF SERIES ACTUATORS 181 TERMINAL 11 PROVIDES COOLING CONNECT= WIRE COLOR BK - SLACK YW - YFX.LOV IL - BLUE GR - GREEN BR - BROWN GY - GRAY OR - ORANGE PR PURPLE RD - RED PK - PIN'( VH - WHITE [16] C11 -141 [21 [5] [2][7] [9] [9] ST Supply motor contactor [21E7][9] SW - 01 Win disconnect switch [2] SW - 113 Damper end Unit switch [4] TR Power transforner(200vai3] TR-02 Poser transfarmer(20va)[121 TR-03 Ignition transformer 1141 TR-04 Power transformer(20va)[171 TS Freeze stat [4 - 5] TS - 02 High temp Unit switch [10] 7S Intake air thermostat [10] TS-05 Maxltrol TS114 sensor [211 VA -01 not gas valve [131 1101 [20] Motor Info HP 3 VOLTS 3 pits 208 V FLA 9.5 CONTACTOR LC1K121067 OVERLOAD LR2K0316 NOTES - DENOTES FIELD WIRING - DENOTES INTERNAL WIRING PLENUM PROTECTION NOZZLE TYPICAL PYROCHEM SYSTEM LAYOUT WITH REMOTE MOUNTED AUTOMAN .. ` DUCT PROTECTION r 1 ► —OZZLE '. ✓ DETECTORS DETECTION LINE REMOTE MANUAL PULL STATION SYSTEM CONTROL AUTOMAN WITH AGENT TANK ENCLOSED FAN INFORMATION CAHPFA SERIES UPBLAST EXHAUST FANS (UL762) HT R G =R +3' RO C NCAHPFA BELT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA REASE DRAIN 2G L FEATURES; - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300•F (149•C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300'F (149'C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERI ❑RATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600'F (316'C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION, OPTIONS: GREASE BOX HINGED FAN PITCHED CURB INSULATED CURB DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 4•/'AD 4 RO PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH' 12 EXAMPLE' 7/12 PITCH = 30' SLOPE CURB DIMENSIONAL DATA RD 3' FLANGE VENTED CURB 20 GAUGE STEEL CONSTRUCTION ROOF OPENING DIMENSIONS FAN INFORMATION MODULAR OUTDOOR DOWN DISCHARGE DIRECT FIRED HEATER UNIT INFORMATI ❑N. DIM 'B' DIM 'S' DIM 'N' DIM 'J' DIM R " DIM DIM 'G' r L CURB OUTER WALL DIM 'A' DIM 'H' DIM 'K' GAS FIRED MAKE --UP AIR UNITS DIM 'P' DISCHARGE OPENING FLEX CONDUIT FOR FIELD WIRING ROOF OPENING 2' SMALLER THEN CURB DIMENSION. ALL DIMENSI ❑NS ARE NOMINAL AND GIVEN IN INCHES. DIM 'F' AIRFL ❑W 4 SERVICE LIFTING LUGS DISCONNECT / / /-- 4 PLACES SWITCH SLOPED FILTER INTAKE 20 IN HIGH EQUIPMENT CURB 467 FOR QUESTIONS, CALL THE SOUTHWEST FLORIDA REGIONAL OFFICE 142A WHITAKER RD, LUTZ, FL 33549 PH ❑NE+ (813)435 -3388 FAX: (813)354 - 4825 CUSTOMER APPROVAL TO MANUFACTURE+ Approved as Noted ❑ Approved with NO Exception Taken ❑ Revise and Resubmit ❑ SIGNATURE Your Title - Date H -1 # — s ®a M NM — — Br I 11, ® = M. JOB CHICKEN NOW © SOIiJTHCENTER MALL LOCATION SEATTLE, WA DATE 12 -19 -07 DHYC # 071219CN REV JOB # 703351 DRA FYN BY DC S C A L E 1/2 I n =1 Ft 7 FEB 15 2008 :FERivl I CENTER VOLTAGE COMPR FM MCA MOCP 460/3 -60 RLA LRA 15 1600 460 6.4 46 .9 8.9 15 VOLTAGE MCA MOCP CFM 460/3 -60 3 15 1600 GENERAL HVAC SPECIFICATIONS: 1. ALL FEES, LICENSES, PERMITS AND INSPECTIONS REQUIRED BY LOCAL AUTHORITY SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR AS A PART OF THIS CONTRACT. 2. MATERIALS, EQUIPMENT, WORKMANSHIP AND ARRANGEMENT OF WORK INSTALLED BY THE CONTRACTOR SHALL CONFORM TO GOVERNING CODES, ORDINANCES AND REGULATIONS OF CITY, COUNTY AND STATE, AND SHALL BE SUBJECT TO APPROVAL OF ARCHITECT AND OR ENGINEER. 3. DUCTWORK SHALL BE FURNISHED AND INSTALLED IN SIZES AND LAYOUT AS SHOWN. DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL OF GAUGES AND WITH CONNECTIONS AND BRACING IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LATEST EDITION OF SMACNA. 4. SPLITTER OR BALANCING DAMPERS WHERE SHOWN, SHALL BE OF SUFFICIENT GAUGE TO PREVENT BUCKLING OR VIBRATING, AND SHALL BE OPERATED BY A QUADRANT DAMPER ADJUSTER WITH LOCKING FEATURES WHICH WILL HOLD DAMPER SECURELY IN POSITION AT DESIRED SETTING. 5. DUCT CONNECTIONS TO EQUIPMENT SHALL BE MADE THROUGH AIRTIGHT CANVAS OR OTHER APPROVED FLEXIBLE CONNECTIONS. 6. SHEET METAL DUCTS SHALL BE INSULATED WITH MINIMUM 1.1/2 INCH THICK FIBERGLASS FACED DUCT WRAP BY OWENS CORNING, OR APPROVED EQUAL, HAVING AN 'R' VALUE OF 6.0 AND FACTORY APPLIED FOIL FACING AND ONE 2 INCH FLANGE. INSULATION SHALL BE INSTALLED ACCORDING TO MFR'S. RECOMMENDATIONS. INSULATION AND VAPOR BARRIER SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND SMOKE DEVELOPMENT RATING OF 50. 7. REGISTERS, DIFFUSERS AND GRILLES SHALL BE PROVIDED IN SIZES AND LOCATIONS AS SHOWN ON DRAWINGS. CEILING & WALL MOUNTED REGISTERS, DIFFUSERS AND GRILLES SHALL BE EQUIPPED WITH GASKETS BEHIND FACE FLANGES, WHICH SHALL MAKE AN AIRTIGHT SEAL BETWEEN OUTLET AND FACE OF WALL OR CEILING. OUTLETS SHALL BE INSTALLED PLUMB, LEVEL AND PARALLEL TO BUILDING, WALLS OR FLOORS. SUPPLY DIFFUSERS SHALL BE TITUS -PAS, OR OR APPROVED EQUAL, WITH PERFORATED PANEL SIZED AS SHOWN ON DRWG.'S AND WITH DEMOUNTABLE FACES WITH PATTERN CONTROLLERS OF STEEL CONST. WITH WHITE FINISH. RETURN AND EXHAUST REGISTERS SHALL BE TITUS 50 -F5 OR APPROVED EQUAL, ALUMINUM CONSTRUCTION WITH 1/2 x 1/2 x 1/2 INCH GRID AND OPPOSED BLADE BALANCING DAMPER. FINISH TO BE WHITE. 8. PROVIDE CERTIFIED TEST AND BALANCE OF HVAC SYSTEM (AND EXHAUST SYSTEM WHERE APPLICABLE) BY L.L. APPROVED CONTRACTOR, NO LATER THAN THIRTY (30) DAYS AFTER SYSTEM IS INSTALLED TO ARCHITECT FOR APPROVAL BY LANDLORD. 9. THE USE OF FLEXIBLE DUCTS AT DIFFUSERS IS REQUIRED. FLEXIBLE DUCTS SHALL NOT EXCEED 5' IN LENGTH & MAY BE USED AS THE FINAL CONNECTION ONLY. 1. 10. MAXIMUM CONTROL SYSTEM WIRING VOLTAGE SHALL BE TWENTY FOUR (24) VOLTS AND ALL WIRING SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND LANDLORD CRITERIA. 11. UNLESS SPECIFICALLY NOTED IN THE ARCHITECTURAL OR MECH. DRAWINGS, ALL DUCTWORK SHALL BE INSTALLED AS HIGH AS POSSIBLE WITHIN THE PREMISES. ALL DUCTWORK, EQUIPMENT AND OTHER ACCESSORIES IN PUBLIC OR SALES AREAS SHALL BE CONCEALED. 12. PRIOR TO OPENING THE PREMISES FOR BUSINESS, TENANT SHALL PROVIDE L.L. W/ WRITTEN VERIFICATION FROM AN AUTHORIZED REPRESENTATIVE OF TENANT'S H.V.A.C. EQUIP. THAT TENANT'S NEW H.V.A.C. EQUIPMENT IS INSTALLED AND OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 13. ALL H.V.A.0 EQUIPMENT & DUCTS SHALL BE PROVIDED WITH VIBRATION ISOLATORS, SOUND TRAPS, DUCT LINING, ACOUSTICAL HOUSINGS, ACOUSTICAL LOUVERS ETC. 14. A/C UNIT INSTALLATION SHALL COMPLY WITH THE MFG. SPECIFICATIONS, LANDLORD CRITERIA, MECHANICAL CODES AND CLEARANCE REQUIREMENT FOR SERVICING. 15. REINFORCE ROOF OPENING WITH 3 "X3 "X1 /4" STEEL ANGLE AS PER TPICAL STRUCTURE FRAMING PLAN OR AS DIRECTED BY LANDLORD. HOOD OUOWORK NOTES: SLIDE BE FABRICATED AND INSTALLED PER NFPD 96 AND BUILDING DEPT. REQUERMENTS OVERHEAD CANOPY TYPE HOODS SHALL BE SIZED TO COMPLETELY COVER ALL GREASE EXHAUSTING EQUIPMENT PLUS AT LEAST 6" FROM COOKING SURFACES. 3. DUCT SYSTEMS SHALL NOT BE INTERCONNECTED WITH ANY OTHER BUILDING VENT- ILATION OR EXHAUST SYSTEMS NOR SHALL THEY PASS THROUGH FIRE WALL UNLESS EXPRESSLY NOTED IN THESE PLANS OR AS DIRECTED BY BUILDING REPRESENTATIVE (LANDLORD). ALL DUCTS SHALL BE INSTALLED WITH OUT FORMING DIPS OR TRAPS WHICH MIGHT COLLECT RESIDUE. 5. A RESIDUE TRAP SHALL BE PROVIDED AT THE BASE OF EACH VERTICAL RISER. OPENINGS LARGE ENOUGH TO PERMIT CLEANING SHALL BE PROVIDED AT EACH CHANGE OF DIRECTION OF THE DUCT. 6. METAL DUCTS SHALL BE FABRICATED FROM A MINIMUM 16 GAUGE BLACK STEEL AND MUST BE ASSEMBLED WITH LIQUID -TIGHT WELDED JOINTS. 7. CLEARANCE FROM THE DUCT TO THE INTERIOR SURFACE OF ANY ENCLOSURE OF COMBUSTIBLE MATERIAL SHALL BE NOT BE LESS THAN 18 ", AND CLEARANCE FROM THE DUCT TO THE INTERIOR OF ANY ENCLOSURE OF NON- COMBUSTIBLE MATERIAL SHALL NOT BE LESS THAN 6 ". ANY OPENINGS IN AN ENCLOSURE WALL SHALL BE PROTECTED BY A SELF - CLOSING DOOR OF PROPER RATING ACCORDING TO NFPA 80. CONTRACTOR SHALL PROVIDE DUCTCLEAN OUT ACCESS DOORS AT NOT MORE THAN 12' -0" O.C. AND AT EVERY CHANGE IN DIRECTION AS PER NFPA -96. 10 . REINFORCE ROOF OPENING WITH 3 "X3 "X1 /4" STEEL ANGLE AS PER TPICAL STRUCTURE FRAMING PLAN OR AS DIRECTED BY LANDLORD. SPIN -IN FlI I!NG WITH VOLUME EXTRACTOR AND BALANCING DAMPER DUCT CLAMP HARD DUCT HORIZONTAL HARD ELBOWS WHERE BEND EXCEEDS 45° EIUEX: oucr tNSTL. AES�AL SCALE: NONE NOTE: ALL DUCT WRAP SHALL BE SEALED WITH GLASS FAB AND MASTIC. DUCT CLAMP WRAPPED SHEETMETAL DUCT SEE NOTE #6 IN GENERAL HAVC. SPECS. INSULATED FLEXIBLE DUCT 1 -1/2" INSULATION WITH VAPOR BARRIER COVERING TOP SIDE OF DIFFUSER FROM NECK TO CEILING AND SEALED TO DUCT INSULATION. (R =6.0) MARK U U BRANCH DUCT DETAILS SYMBOL AHU-1 CU -1 0 CD OA CD RRC RTU EQUIPMENT SUPPLY DIFFUSER RETURN AIR GRILLE COOKING EXHAUST SYSTEM MAX. 20 TRANSITION 0.25 D (4" MIN. PER SMACNA) RECTANGULAR DUCT I VOLUME DAMPER CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. OR SIDE WALL TAKEOFF EQUAL TO FLEXMASTER STO. SEE SPLIT SYSTEM SCHEDULE FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 5' -0" LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE DESCRIPTION/ ACCESSORIES 400 CFM 24X24 W/ 10" ROUND COLLAR W/ OPPOSED BLADE DAMPER, 1/2 "X1/2 "X1 /2" CUBE CORE CONSTRUCTION (EGG CRATE) SEE 'CAPTIVE AIR' SHOP DRAWINGS (H- SHEETS) FOR SPECIFICATIONS ON HOOD & FAN EQUIP. EXHAUST AIR AHU -1 EF -1 MECHANICAL MEND SF -1 TOTAL INSTALL PER MANUFACTURES PRODUCT LITERATURE. "PRODUCT DATA" IMPoRTAW Naps TO coNTRAcron AND sin cONikAcTO . ANY DISCREPANCIES OR OMISSIONS ON THESE DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND BID TO OWNER. FAILURE BY THE CONTRACTOR TO IDENTIFY DISCREPANCIES OR OMISSIONS WILL THEN BECOME THE RESPONSIBILITY OF THE CONTRACTOR. GENERAL CONTRACTOR TO FOLLOW AND COMPLY WITH LANDLORD'S TENANT DESIGN CRITERIA AND REQUIREMENTS FOR ALL EXHIBITS. DESCRIPTION NEW DUCTWORK. PIPING, OR EQUIPMENT FLEXIBLE DUCT SUPPLY OR OUTSIDE AIR DUCT SECTION RETURN OR EXHAUST DUCT SECTION DUCTWORK TRANSITION MANUAL AIR VOLUME CONTROL DAMPER NEW FIRE DAMPER SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES INDICATE AIR FLOW PATTERN RETURN OR EXHAUST AIR DEVICE MECHANICAL NOTE - NUMBER MOTORIZED DAMPER WALL MOUNTED THERMOSTAT SMOKE DETECTOR CONDENSATE DRAIN OUTSIDE AIR CEIUNG DIFFUSER RETURN REGISTER AT CEIUNG ROOF TOP AIR CONDITIONING UNIT MANUFACTURER/ MODEL TITUS OR EQUAL TMS TITUS MODEL #SOF 'CAPTIVE' AIR TECH EXHAUST SYSTEMS ITEM SUPPLY AIR 1600 SCALE: N.T.S. MEcH ANIcM FIXTURE sctEuuLE NOTES PLENUM RETURN OUTSIDE AIR 300 1300 3400 RATED FIRE 2 HOUR RATED ASSEMBLY. HORIZ. LEG OF 4 "x4 "x 1/4" STEEL ANGLE TO BE PLACED BETWEEN TOP CHORD OF JOIST AND METAL DECK. CE SCHEDULE * TO BE DRAWN FROM MALL COMMON AREA TO CREAT NEGATIVE PRESSURE z NOTE: PROVIDE SIMILAR CONSTRUCTION AROUND HOOD 3/1 (4) SIDES �i GREASE COLLECTOR (5) #10 TEK SCREWS GALV. z CURB "GREASE GUARD" GREASE CAPTURE SYSTEM PRESSURE 300 -4300 3400 -600 * 3" MINIMUM OVERLAP (TIP = LONGITUDINAL OR TRANSVERSE JOINTS) 1 -1/2" 3M FIREMASTER FP DUCT WRAP 1 LAYER = 2 HOUR 16 GA. GREASE DUCT CONT. WELD ROOF TRUSS SCALE: NONE 4 "X4 "X1/4" STEEL ANGLE 3 "X3 "X 1/4" STEEL ANGLE 5/8" DIA. HOLES IN BTM. LEG AS REQ'D TO HANG HOOD USE 1/2" DIA. THREADED ROD CLEARA AC LOAD CALCULATIONS BASIS OF DESIGN: HEATING LOAD: COOLING LOAD: SYMBOL/NAME 40 ROOF OUTSIDE AIR ROOF LIGHTING PEOPLE OUTSIDE AIR LATENT LOAD: �i:•.•D suPOo S EE GAS GRIDDLE FRYER. (4) HEAT LAMP SANDWICH COOLER (2) WATER HTR. EQUIPMENT PEOPLE OUTSIDE AIR PER NFPA 96 HOOD SI1O (4) 1/4" 0 BOLTS (4) SIDES OF CURB L 3 "X3 "X1 /4" STEEL ANGLE TWO SIDES OF CURB NOTE: 1. PROVIDE CURB EXTENSION OF HEIGHT TO RAISE FAN DISCHARGE HEIGHT TO MIN. 2. OF 2' -0" ABOVE ANY 0/A INTAKE WITHIN 10' -0 ". 3. A ROOF PROTECTION SYSTEM SHALL BE PROVIDED AND INSTALLED FOR ALL KITCHEN EXHAUST SYSTEMS BY MECHANICAL CONTRACTOR. MINIMUM METAL GREASE CONTAINMENT BASIN SIZE SHALL BE CALCULATED BY MULTIPLYING THE SIZE OF THE ROOF CURB BY A FACTOR OF (TWO) 2 AND ROUNDING UP TO THE NEAREST ONE (1) FOOT INTERVAL. MINIMUM SIZE SHALL NOT BE LESS THAN 48 "x48 ". ROOF PROTECTION & FAN TIE DOWN DETAIL STRUCTURAL SUPPORT SCALE: NONE OUTSIDE SUMMER 82° Fdb, 66° Fwb WINTER 27° Fdb, 0 SF x 45° x 0.05 300 CFM x 45° x 1.085 TOTAL HEATING LOAD 0 SF x 7° x 0.05 2000 W X 3.413 5 X 250 300 x 7° x 1.085 SUB TOTAL 132,000 BTU 1.0 660,000 BTU 1.0 1100 W 1.0 2300 W 0.5 18 KW 0.1 SUB TOTAL SUB TOTAL FROM ABOVE .... TOTAL POTENTIAL SENSIBLE COOLING LOAD SENSIBLE LOAD x 0.25 5 PEOPLE x 250 300 X 44 GR X 0.68 • FAN DISCONNECT, FACTORY WIRED TO MOTOR. VENTILATED CURB LIQUID TIGHT FLEXIBLE CONDUIT BY EC. FLASHING BY GEN. CONTR., COUNTER FLASHING BY MECH. CONTR. CAULK WEATHER TIGHT. EXISTING JOIST 3/1V 2 - 11 I GREASE DUCT. FLARE TOP TO FIT CURB OPENING. L 3x3x1/4 TWO SIDE OF FAN CURB INSIDE 75° Fdb, 50% RH 72° Fdb = 0 BTUH = 14,647 BTUH = 14,647 BTUH = 0 BTUH • 6,826 BTUH = 1,250 BTUH • 2,278 BTUH = 10,354 BTUH USAGE RADIATION INPUT RATE FACTOR BTU /H 0.033 0.033 0.25 0.10 0.02 25,610 10,354 BTUH = 35,964 BTUH = 6,402 BTUH - 1,250 BTUH • 1,428 BTUH LATENT TOTAL - 9,080 BTUH GRAND TOTAL COOLING LOAD = 45,044 BTUH 4 TON UPPER FLOOR TRUSS AT ± 6' -0" O.C. 4 "X4 "X 1/4" STEEL ANGLE 3 "X3 "X1/4" STEEL ANGLE SUPPORTS FOR HOOD �1 /2 "O THREAHD ROD /�/ HOOD HANGERS PROVIDE HANGER RODS AND SUPPORT FROM BUILDING STRUCTURE FOR AHU FLEX CONN. RETURN AIR DUCT (TIP) SEE FLOOR SUITABLE ANGLE IRON SUPPORT (IF REQUIRED) 2,970 19,800 939 392 123 0 CU-1 ON ROOF HYAC DUCT PLAN SCALE: 1/4" = l'-0" CU -1 AHU -1 ::::: .... . _ r 1. -- LENNOX# HS 29 - 048 -30 460/3 -60 191 LB. LENNOX# CB 29 M 51 -1G 460/3 -60 181 LB. 0 0 26X20 3400 CFM DOWN FROM SF -1 ON ROOF THRU LANDLORD PROVIDED HVAC SHAFT SPLIT SYSTEM SCHEDULE W /ELECTRICAL HTR #ECB29 -8 (28K42) 208 VOLT 8 KW 24 MCA 25 MOCP AIR HANDLING UNIT MOUNTING DETAIL NO SCALE 10.0 EER 1600 CFM SPRING TYPE VIBRATION ISOLATORS BY MANUFACTURER PROVIDE SEPARATE SUPPORT FOR SECONDARY PAN 7 . ...----- ll1� 111111 .. PRIMARY CONDENSATE DRAIN LINE me =mom FOR DUCT SIZE REFER TO FLOOR PLAN MOTE: PROVIDE FLOAT SWITCH IN SECONDARY PAN; INTERLOCK WITH UNIT FAN MOTOR FOR SHUTDOWN UPON DETECTION OF WATER IN PAN SECONDARY DRAIN PAN TO BE 3" DEEP AND 6" LARGER THAN AHU ON ALL FOUR SIDES. 10' 10" A 1:t ►� • Ill' 0 400 CEM X N co tb 0 0 O 0 16Xr4 6X12 t2S0 CF 10X28 ctt PROVIDE PLUG FOR MAINTENANCE CONDENSATE MAX. TONS PIPE SIZE 2 3/4" 5 1" 30 1 1/4" 50 1 1/2" 6X12 ' i -14X1 215Q 125 CFM 10 14K14 2 50 FM 900 CFM 10X20 G 400 CFM = i 400 CFM 10 "o 4 18X1B D17C"F� UP TO EF-1 ON ROOF THRU LANDLORD PROVIDED HVA SHAFT R EQUIRED 10' -0" MINIMUM SEPERATION BETWEEN EXHAUST FAN AND AIR - INTAKES MUST ALSO CONSIDER ADJACENT TENANT'S ROOF EQUIPMENT. 4T v✓<i. DYC PLAN NOTES: O 3" DEEP GALV. AUX. DRAIN PAN DRAIN TO F.S. IN KITCHEN SEE P -1 O 12 "0 (300 CFM) O.A. DUCT THRU ROOF TO GRAVITY VENTILATION (JENN FAN RV SERIES OR EQ.) THRU L.L. PROVIDED SHAFT. O 1" I.D. DRAIN LINE TO F.S. IN KITCHEN 0 INSULATED REFRIGERATION LINES TO CONDENSING UNIT ON ROOF O 16 G.A GALV. MIXING BOX W /FILTER ALL SUPPLY AND RETURN AIR GRILLES IN FRONT AREA SHALL BE PAINTED TO MATCH CEILING COLOR. ALL TENANT ROOF EQUIPMENT SHALL BE LABLED WITH TENAN'T NAME AND SPACE NUMBER. 10"0 O PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION OR EVERY 30' CONDENSATE DRAIN TRAP DETAIL NO SCALE (FOR DRAW THRU APPLICATIONS) 0 DRAIN LINE. A SLOPE WITH FLOW 1 /8" /FT TO A DRAIN OR OUTSIDE A = FAN PRESSURE + 1 INCH • ' e!� FEB 1 5 ZU06 PEN vii is EN TEF DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: REVISIONS REVISED PER LANDLORD 1/23/08 64" D..AVID Y; *WTI sT•ATE Qv WMHINGTQl MECHANICAL PLAN, NOTES & DETAILS SHEET NUMBER M1 LLI J F- w DAVID H I ATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 NO SCALE TWO U-- -BOLT CLAM PER CONNECTION. CABLE RUN AT 45'. 1 "WX2 "LX 12 GA. STEEL CON C. OR WALL 3/8" MACHINE BOLT PIPE SIZE VARIES o ail 111 D MEE GRINNELL, 0/E / FIG. 202 SIDE BEAM BRACKET THREADED ROD tamma, STEEL JOIST STEEL BEAM CLAMP SPACER 1/2" A.T.R. 24" MAX. LENGTH TWO EACH 1/4" SUPPORT CABLES FORMING A 90' ANGLE (BOTH SIDES OF HANGER) PIPE HANGER RING PIPE 90' 1 ° WX2 "LX 12 GA. STEEL GAS PIPE HANGER DETAIL NO SCALE NOTES: VERTICAL HANGERS AT SHALL BE SPACED AS FOLLOWS: 1-1/4" AND LARGER — 10' O.C. 1" AND SMALLER PIPE — 8' O.C. PROVIDE BRACING AT ENDS OF PIPE AND AT A MINIMUM OF 40' O.C. PROVIDE A MINIMUM OF ONE BRACE ASSEMBLY AT EACH CHANGE OF DIRECTION. PHILLIPS MASONRY ANCHOR AND CAP SCREW GRINNELL, 0/E FIG. 260 ADJUSTABLE WROUGHT CLEVIS WALL MOUNT ,NCH® . WITH CUM HANGER 0 5/8" EXPANSION ANCHOR BOLT 90° J EXTERIOR WALL O 1/4" SUPPORT CABLE TWO U —BOLT CLAMPS PER CONNECTION CABLE RUN AT 45'. BRACE CONNECTION AT STRUCTURE NO SCALE O PIPE HANGER OEM& NO SCALE (EARTHQUAKE BRACE — STEEL) 0 FRONT VIEW VERTICAL GAS PIPE SUPPORT MAIL NO SCALE NOTE: INSTALL SUPPORT AT TOP AND BOTTOM OF RISER. 12 GAGE HANGER WIRE TYP. (VERT. & SWAY BRACE) VERT. WIRES CD 6' -0" O.C. DUCT WALL STEEL JOIST 711111111111""r GAS PIPE (STRUT CHANNEL ( 12 GA. MIN. 0 1/2" STUD NUT WITH SPRING (TYP -2) PLAN 0 CD 3/8" BOLT AND NUT TO STEEL JOIST EXTERIOR WALL GAS PIPE SIDE VIEW 1/8"X1-5/8" WIDE STANDARD PIPE CLAMP 1/2" STUD NUT WITH SPRING (TYP -2) (E CONC. I 0 ER MTL. DECK N n TYPICAL DUCT' SUPPORT SCALE: NONE 1 MIN J .9 O 12 GAGE VERT. HANGER WIRES C� 6' -0" 0.0. 0.14 "SHANK DIAM. PENETRATION TYP. — CEILING CLIP TYP. 12 GA. HANGER WIRE CLIP L2x2x12 GA. x 0' ---4" LONG W/2 — #10 SELF DRILLING, SELF TOPPING METAL SCREWS CO 2" 0.C. TO DUCT. SECTION DUCT 3400 CFM SF -1 NOT TO SCALE ROOF PLAN 4300 CFM EF -1 F-1 8X18 LANDLORD PROVIDE MECH. SHAFT r: FEB 1 5 ZuUd PE.Rfv 1 i CEN TEh p DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: 'Y` REVISIONS SHEET NUMBER U U 0 DAVID MATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 REGISTERED ARCHITECT DAVID w, HIATt STATE OF WASHINGTON ROOF PLAN, NOTES & DETAILS w I F- WATER F.U. CALCULATION QN. F.U. TOTAL 3 COMP SINK 1 3 3 HAND SINK 2 2 4 MOP SINK 1 2 2 ICE MACHINE 1 1 1 SODA RACK 1 1 1 TOTAL F.U. 11 WASTE F,U. CALCULATION QN. F.U. TOTAL 3 COMP SINK 1 3 3 HAND SINK 2 2 4 MOP SINK 1 3 3 FLOOR SINK 4 2 8 FLOOR DRAIN 2 2 4 TOTAL F.U. 22 1 /2 FW - 1 1 /2 " FW WATER FILTER 0 1/2 "1 1 /2" 1 /2 h' I` . WA WATER METER 4' -0" ABOVE FLOOR L. _ : . SCALE: 1/4" = 1' -0" ISO . ..._n� 34 \. \_.. \ \ \.... N. \._..- . ,..•:.. \\r 1" I.D. FROM AHU TO EXISTING LANDLORD PROVIDED GREASE WASTE I LINE CONNECTED TO EXTERIOR GREASE TRAP WHICH IS PROVIDED AND lA j MAINTAINED BY LANDLORD. SCALE: 1/4" = 1' -0" WASTE ISOMETRIC 2 -- 1 I.D. TO FLOOR SINK IC/0 GREASE TRAP LOAD CALCULATIONS 32 3 -COMP. SINK: BOWL SIZE =12 "x24 "x18 -5184 C.I. x3 34 MOP SINK EQUAL TO 3 F.U.= 7.5x3 = 22.5 G.P.M. 15,552 C.I. 231 C.I. /GAL. 67.33 GAL. x.75 50.49 G.P.M. 2 MIN. DRAIN TIME 25.25 G.P.M. GREASE RETENTION CAPACITY REQUIRED: 47.75 G.P.M. x 2.25 LBS.= 107.43 LBS. PLUMING XNG . MENT NOTES: TIE -IN PLUMBING DRAIN LINES TO EXIST. 4" SANITARY WASTE LINE, CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. lA TIE -IN PLUMBING DRAIN LINES TO EXIST, 4" GREASE WASTE LINE PROVIDED BY LANDLORD, CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. LANDLORD GREASE TRAP UNDER SEPARATE PERMIT BY LANDLORD, LANDLORD GREASE TRAP IS 6000 GALONS. 0 CONNECT VENT LINES IN CEILING SPACE. INSTALL 3" VTR IN COMPLIANCE WITH LANDLORD REQUIREMENTS. Q CONNECT WATER SUPPLY TO EXISTING SUPPLY LINE. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. 4 CONTRACTOR SHALL PROVIDE A 6" C.I. PIPE CHASE UNDER COUNTER W /SWEEPING BENDS AT EACH END & TERMINATING @ 12" A.F.F. FROM SYRUP LINES. LOCATION IS SHOWN BY DOTTED LINES ON PLUMBING WASTE DIAGRAM. PROVIDE BACK FLOW PREVENTER AS SHOWN OR WHEREVER BACK SIPHONAGE IS POSSIBLE. FILTER WATER TO BE SUPPLIED TO THE ICE MACHINE AND COKE SYRUP LOCATION ONLY SEAL TO CABINET WITH SILCONE STUB ELBOWS ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN, 2° ON CARBONATOR AND, 2" ON DISPENSER END: TRIM ELBOWS SEAL FLOOR PENETRATION WITH FLEXIBLE WATER -PROOF MATERIAL TO COMPENSATE FOR PIPE EXPANSION FLOOR SLAB LENGTH AS REQUIRED FLOOR /CLG. ASSEMBLY APPROX.12" SIX INCH C.I. CONDUIT AND FITTINGS WITH WELDED JOINTS. USE MINIMUM QUANTITY OF FITTINGS. PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS, WITH MINIMUM 24" RADIUS. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. CUT CONCRETE FLOOR SLAB & REPAIR WATERPROOFING, PATCH SLAB PER LANDLORD'S REQUIREMENTS. GENERAL CONTRACTOR SHALL SEAL ENDS OF CONDUIT WITH FOAM AFTER SYRUP LINE IS INSTALLED IN CONDUIT. INSTALL IF NOT EXISTING SODA CONDUIT Q SCALE: 1 1/2" = 1' -0" MAY EXTEND AS WASTE OR VENT CLEANOUT TEE i CLEANOUT SHALL BE SAME DIA. AS MAIN (4" DIA. MAX.) WALL CLEAN OUT D EIAlL SCALE: NONE C/O FOR WALL CONST. SEE ARCH. DWGS. CLEANOUT PLUG COUNTERSUNK SCREW POLISHED S.S. ACCESS COVER FLUSH w/ WALL WASTE LINE w/ LENGTH TO SUIT 1/8 BEND AT END OF LINE CLEANOUT MAIN WASTE LINE FIN. FLOG EXISTING FLOOR SLAB CLEANOUT PLUG AND BODY. SEE SPECS. FLOW o® cLEANoUT D� SCALE: NONE F. C.0 COVER FLUSH w/ FIN.FL. ADJUSTING COLLAR RISER 1/8 BEND FULL SIZE, 4" MAX. PLUG IF END OF LINE 8 7/8" x 3 5/8" x 3 3/4" HIGH FUNNEL. IF SPECIFIED Id FLOOR GRATE MOUNT FLUSH WITH FLOOR 0 EXISTING FLOO SLAB • V p V SCALE: NONE FLOOR SINK D I A DRAIN LINE AIR GAP= 2x "d" A . LIFT OUT ALUMINUM SEDIMENT BUCKET. c :. HUB OUTLET D AIR HAMME ARRESTORS HW SUPPLY UNIO SAFETY PA WATER ,. DIAGRAM SCALE: NONE T & P RELIEF VALVE (PIPE TO PAN) STRAINER, FLUSH w/ FLOOR 4" DEE GALV PAN W/ SOLDERED JOINTS SCALE: NONE PROVIDE DIELECTRIC FITTINGS AT WATER HEATER CONNECTIONS 2 GAL. EXPANSION TANK (AMTROL ST -5) ATE VALVE CW SUPPLY CHECK VALVE DRAIN VALVE SAFE WASTE DRAIN TO MOP SINK (SEE PLAN) 3/4" ADJUSTABLE DRAIN HEAD DRAIN BODY INSIDE CAULK PIPE * THE DOMESTIC WATER PIPING SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL CONTAMINATED WATER DOES NOT APPEAR AT THE OUTLET AND SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PPM OR CHLORINE AND ALLOWED TO STAND AS REQUIRED BY CODE BEFORE FLUSHING. THE SYSTEM SHALL BE FLUSHED COMPLETELY WITH CLEAR WATER UNTIL ALL RESIDUAL CHLORINE CONTENT IS REMOVED. CHLORINATION SHALL BE PERFORMED AFTER ALL PIPING AND FINAL CONNECTIONS AND PRESSURE TESTING HAVE BEEN COMPLETED.* SYMBOL CODE SHUT OFF VALVE It UNION COLD WATER PIPING HOT WATER PIPING FILTERED WATER PIPING -.- INDIRECT WASTE PIPING SAN. WASTE PIPING EXIST. SAN. WASTE PIPING - WASTE VENT PIPING T & P RELIEF VALVE VALVED WATER TAP • CONNECT TO EXISTING 8 F. C.0 a:J O 2" V; C/O -.._� t It ... ....... .............. .. 2" Vw C/O 2" V C/0 ~ ' _ ��- . - _ r �� �r ,\ __ ..., SCALE: 1/4" = 1' -0" 2" V. WA 1. PL LANDLORD NOTES ALL FOOD SERVICE AND EXCESSIVE WATER USE TENANTS SHALL BE REQUIRED TO INSTALL A COLD WATER SUB -METER ASSEMBLY (REGISTERING IN GALLONS) WITH PRESSURE REGULATOR, GROUND JUMPER WIRE AND AU. FURTHER INSTALLATIONS AND CONNECTIONS, IN ACCORDANCE WITH ALL GIVEN REQUIREMENTS AT THE REAR PORTION OF THE TENANT SPACE IN A READILY ACCESSIBLE LOCATION, AT A MAXIMUM (48") ABOVE THE FINISHED FLOOR. ALL TENANTS LOCATED ABOVE (MALL LEVEL 1) SHALL INSTALL A DRIP PAN SYSTEM BELOW ALL UNDER FLOOR PIPING. DEDICATED 4' GREASE WASTE LINE IS AVAILABLE WHICH TERMINATES INTO A DEDICATED GREASE INTERCEPTOR OUTSIDE THE BUILDING IN THE PARKING LOT. THE GREASE WASTE LINE WILL BE INSULATED AND HAVE AN ELECTRIC HEAT TRACE FOR TEMPERATURE MAINTENANCE. POWER FOR THE ELECTRIC HEAT TRACE WILL COME FROM THE TENANTS ELECTRICAL PANEL. LANDLORD WILL PROVIDE HEAT TRACE STUBBED TO WITHIN THE DEMISED PREMISES. SEE BULLETIN 9 FOR ELECTRICAL REQUIREMENTS. 2' V. 4,C /0 C/o d Iti WATER FILTER WASTE PLAN SCALE: 1/4" = 1' -0" C/O 4, 2' V. C/O I ..z 2" V. C/0 : ct: fit. -. 4 , a i f. ISOMETRIC VIEW � �r ISOMETRIC VIEW PLUMBING EQUIPMENT SC MARK 2" D u DESCRIPTION/ ACCESSORIES BAG -IN BOX BEVERAGE DISPENSER ICE MACHINE 3 -COMP. SINK MOP BASIN WATER HEATER HAND SINK COUNTER RECESSED HAND SINK WALL MOUNTED FLOOR DRAIN FLOOR SINKS SHOCK SUPPRESSERS REDUCED PRESSURE ZONE ASSEMBLY (RPZ) SUPPLY PIPING 3/8" FW 6" P.V.C. 6" P.V.C. 1/2" FW 1/2" CW 1/2" HW 1/2" CW 1/2" HW 1 -1/4" CW IN 1 -1/4" HW OUT 1/2" CW 1/2" HW 1/2" CW 1/2" HW 1/2" CW WASTE PIPING N/A 1 -1/2" INDIRECT ISULATED 3/4" INDIRECT ISULATION 2" 3" 3/4" INDIRECT 1 -1/2" 1 -1/2" 3" 4" VENT N/A 2" 2" 2" 2" 2" AIR GAP 12. HANGERS SHALL NOT PIERCE PIPING INSULATION VAPOR BARRIER. MANUFACTURER/ MODEL SEE EQUIP. SCHED. SHEET A -2 CUBER: "HOSHIZAKI° #KM -630 MAE CUBER AIR COOLED: BIN: B -500PD SEE EQUIP. SCHED. SHEET A -2 A.O. SMITH # DEL -50 12 KW INPUT (2) 6 KW HTNG ELEMENTS 49 GPM @ 100° RISE RECOVERY RATE, 50 GAL CAPACITY 26 1/2" DIA 32 166 LB. SEE ELECT. FOR VOLTAGE SEE EQUIP. SCHED. SHEET A -2 SEE EQUIP. SCHED. SHEET A -2 JOSAM 30000 -S SERIES OR APPROVED EQUAL BOTTOM OUTLET WITH SUPER -FLO SQUARE NIKALOY STRAINER JOSAM 49300 & 4931.0 SERIES. SUPER -FLO, 6" MEDIUM DEEP BODIES 8" SQUARE TOPS OR APPROVED EQUAL AMTROL DIATROLS 537 WATTS - 1/2" Bronze RPZ (009QT) OR APPROVED EQ. 9. PROVIDE DIELECTRIC FITTINGS BETWEEN PIPING OF DISSIMILAR METALS AND AT WATER HEATER CONNECTIONS. NOTES INSULATED INDIRECT DRAIN TO FLOOR DRAIN PROVIDE BACKFLOW PREVENTOR. INSULATED 3/4" I.D. DRAINS FROM ICE BIN & CUBER TO FLOOR DRAIN. 3/8" CONDENSATE & 1/2" I.D. FROM THE CONDENSER TO FLOOR DRAIN. MANIFOLD DRAIN LINES AS NEC. PROVIDE BACKFLOW PREVENTOR INDIRECT DRAIN TO FLOOR SINK TO GREASE LINE CONNECT TO GREASE LINE 1" I.D. DRAINS FROM PAN TO FLOOR SINK AS SHOWN UNIT TO BE SUPPLIED W/ MIXING VALVE ANCHOR TO WALL w/2 -23' " x12GA. STRAPS. SEE ELEV, INSTALLED AS RECOMMENDED BY P.D.I. PROVIDE BACK FLOW PREVENTER AS SHOWN OR WHEREVER BACK SIPHONAGE IS POSSIBLE. PLUMBING SPECIFICATIONS: 1. ALL WORK UNDER THIS HEADING SHALL BE PERFORMED AND ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ALL RATINGS, CODES AND STANDARDS OR OTHER AUTHORITIES HAVING JURISDICTION. 2. ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED FOR WORK UNDER THIS HEADING SHALL BE SECURED, PERFORMED AND PAID FOR BY THIS SUBCONTRACTOR AS A PART OF HIS CONTRACT. 3. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND FULLY EQUAL TO THE QUALITY SPECIFIED. WORK SHALL BE PERFORMED BY SKILLED MECHANICS AND WORKMANSHIP SHALL BE FIRST CLASS IN EVERY RESPECT. CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT (WHO IS EXPERIENCED IN THE WORK BEING INSTALLED UNDER THIS CONTRACT) IN CHARGE OF WORK AT ALL TIMES DURING CONSTRUCTION. 4. ALL PIPING SHALL HAVE THE MANUFACTURER'S NAME ROLLED INTO EACH LENGTH, OR SHALL OTHERWISE BE PROMINENTLY IDENTIFIED. AFTER CUTTING, ALL PIPE SHALL BE REAMED FULL BORE, AND ALL CUTTINGS, AND FOREIGN MATERIALS SHALL BE REMOVED BEFORE INSTALLATION. 5. ALL SANITARY WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON, WITH FITTINGS OF THE SAME WEIGHT AS THE PIPE. THE CONTRACTOR SHALL ENSURE THAT THE INSTALLTION OF SUCH UTILITIES DOES NOT INTERFER WITH THE MALL STRUCTURE OR THE OPERATIONS OF TENANTS BELOW. 6. ABOVE GRADE DOMESTIC WATER PIPE SHALL BE TYPE "L" SEAMLESS, HARD DRAWN COPPER TUBING AND TYPE "K" BELOW GRADE IN CONFORMANCE WITH ASTM B88 -48. FITTINGS SHALL BE WROUGHT COPPER SUITABLE FOR 200 PSI. CONNECTIONS TO DISSIMILAR MATERIALS SHALL BE MADE WITH DIELECTRIC UNIONS. JOINTS SHALL BE 95 -5 TIN ALTIMONY FOR 200 PSI. BELOW GROUND JOINTS SHALL BE BRAZED. 7. INSULATE ALL DOMESTIC WATER LINES WITH MINIMUM 1/2" FIBERGLASS INSULATION WITH AN ALL SERVICE VAPOR BARRIER JACKET WITH SEALED JOINTS. INSULATION AND JACKET SHALL HAVE A FLAME SPREAD RATING OF NOT OVER 25 W/O EVIDENCE OF CONTINUED PROGRESSIVE COMBUSTION AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50. 8. ALL FIXTURES SHALL HAVE INDIVIDUAL FIXTURE CONTROL VALVES WHICH SHALL BE CRANE, WATTS, NIBCO OR APPROVED EQUAL. VALVES OF EACH TYPE, SUCH AS GATE OR GLOBE, SHALL BE THE PRODUCTS OF ONE MANUFACTURER. VALVES SHALL BEAR THE NAME OR TRADEMARK OF THE MANUFACTURER AND THE WORKING PRESSURE CAST OR STAMPED ON THE VALVE BODY. MIN. 125 PSI. ALL VALVES SHALL BE ACCESSIBLE FOR EASE OF OPERATION. 10. PROVIDE 1/2" THICK FLEXIBLE UNICELLULAR FIRE RETARDANT INSULATION ON EXPOSED LAVATORY TRAP AND EXPOSED HOT AND COLD WATER SUPPLY AND ANY MISCELLANEOUS PIPING SUCH AS CONDENSATE PIPING. ALL JOINTS SHALL BE INSULATED AND SEALED WITH VAPOR BARRIER CEMENT. 11. ALL PIPING, PIPE HANGERS, CLAMPS, SUPPORTS, ETC. SHALL BE FASTENED TO JOISTS OR BEAMS. WHERE PIPING IS SUSPENDED FROM STEEL JOISTS, THE CONNECTION SHALL BE MADE AT THE TOP CHORD OF JOIST. PIPE SUPPORTS SHALL BE SPACED MO MORE THAN 10 FEET APART. NOTHING SHALL BE ATTACHED DIRECTLY TO THE DECK, CEILING SYSTEM OR DUCT WORK ABOVE. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE DONE TO THE FIRE PROOFED STRUCTURAL STEEL SERVING THE FIRST FLOOR. 14. ALL HANGERS, RODS, BEAM CLAMPS ETC. EXPOSED TO PUBLIC VIEW SHALL BE PAINTED TO MATCH ADJACENT FINISHES AND BE MANUFACTURED BY F&M, GUNNEL, OR CENTRAL FOUNDRY. 15. THE CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT SPACE (AND THROUGH THE ROOF) ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE WATER LEAKAGE AND /OR DAMAGE. ANY DAMAGE CAUSED FROM FAILURE TO DO SO SHALL BE A CONTRACTOR'S SOLE RISK AND EXPENSE. ALL ROOF AND SLAB PENETRATIONS MADE BY THE CONTRACTOR ARE SUBJECT TO L.L. APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. ALL PENETRATIONS IN ROOF AND CEILING SHALL BE FIRE CAULKED. 16. PROVIDE CAST BRASS OR CHROME ESCUTCHEONS WITH SET SCREW DEEP TYPE, TO COVER SLEEVES OR OF A SIZE TO COVER FITTING PROJECTIONS, PROVIDE ESCUTCHEONS FOR ALL EXPOSED PIPING THROUGH WALLS, FLOORS, AND EXPOSED CEILINGS. 17. THE CONTRACTOR SHALL CORE DRILL EXISTING FLOOR SLAB AS REQUIRED FOR INSTALLATION OF UNDERSLAB UTILITIES. CONTRACTOR MUST COORDINATE ALL INSTALLATION OF BELOW-SLAB SERVICES WITH L.L. ALL MODIFICTIONS TO THE SLAB SHALL BE REPAIRED BY APPROVED L.L. METHODS THAT MEET OR EXCEED THE ORIGINAL SLAB DESIGN INCLUDING WATERPROOFING. THE CONTRACTOR SHALL PROPERLY SLEEVE AND SEAL ALL PENETRATIONS TO COMPLY WITH L.L AND CODE REQ.'S. 18. ALL UTILITIES NOT RE -USED SHALL BE CAPPED -OFF AND REMOVED. DISPOSAL SHALL BE PER L.L. APPROVED METHOD(S). NO UTILITES SHALL BE ABANDONED IN PLACE. 19. CO ORDINATE ALL PENETRATIONS FLOOR, DRAINS /SINKS W/ WATERPROOFING OF SLAB FEB 1 5 2OUa DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: re REVISIONS REVISED PER LANDLROD 1/23/08 DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 ROISTERED ARCHITECT DAVID W. HIATT S TATE OF WASHINGTON PLUMBING WATER AND WASTE PLANS AND ISOMETRICS SHEET NUMBER OF -2 MARK EQUIPMENT DISTANCE TO METER CFH REQUIRED CONN. SIZE BTUH Is 16 GRIDDLE Q 150 3/4" 150,000 24 (1) FRYER 360,000 BTU EA. 0 360 3/4" 360,000 < SUPPLY AIR AN ON ROOF 0 245.616 1" 245,616 c TOTAL 755.616 1 -1/2" 755,61 0 VERIFY DISTANCE TO GAS METER IN FIELD DEMAND PRESSURE = 6" W.C. DOWNSTREAM OF METER 1.1 GAS SOLENOID VALVE PRESSURE REGULATOR AS REQUIRES,,. , zr 1 -1/4" TO 0% 7 METER, VERIF` :- .. .... #•_ LOCATOPN TN E LD. - ' ■ GAS PIPING P LAN SCALE: 1/4" = 1'-0" 6" DIRT LEG TYP. L 1" TO SUPPLY AIR FAN 'ON ROOF 1 -1/4" 150\ H " SCALE: 1/4" _ 12-0" N \ 360 CFti As OWING DSO 1 -1/2" 1 -1/4" METER, VERIFY LOCATOPN IN FIELD FLEXIBLE APPLIANCE CONNECTOR FURNISHED BY OTHERS AND INSTALLED BY PLUMBING CONTRACTOR WITH SWIVEL JOINTS IN BOTH ENDS. QUANTITY AND SIZE OF CONNECTIONS AS REQUIRED BY EQUIPMENT SERVED. PROVIDE GAS COCK LOCATED WHERE ACCESSIBLE BESIDE OR ABOVE EQUIPMENT 1 -1/4" 1" TO SUPPLY AIR FAN ON ROOF 1 -1/4" TO GAS TO HOOD ANSUL SYSTEM THE SYSTEM SHALL AUTOMATICALLY SHUT ALL THE SOURCES OF FUEL & HEAT TO ALL EQUIPMENT PROTECTED BY THE SYSTEM. SHUT -OFFS, VALVES, AND SWITCHES SHALL REQUIRE MANUAL RESET. AUTOMATIC GAS SOLENOID VALVE TIED TO ANSUL SYSTEM W/ MANUAL PULL STATION ROOF CEILING TYPICAL 6" DIRT LEG EXHAUST HOOD COOKING ,lPCt GAS Pips PRESSURE REGULATOR AS REQUIRED NOTE: *ALL GAS PIPING GOING TO EQUIPMENT SHALL HAVE A QUICK DISCONNECT AND SAFETY CHAIN (SHORTER THAN GAS LINE). THE SYSTEM SHALL AUTOMATICALLY SHUT ALL THE SOURCES OF FUEL & HEAT TO ALL EQUIPMENT PROTECTED BY THE SYSTEM. SHUT -OFFS, VALVES, AND SWITCHES SHALL REQUIRE MANUAL RESET. DO NOT INSTALL VALVES IN CEILING SPACE GAS COCK WITH LEVER HANDLE PLUMBING CONTRACTOR SHALL INSTALL AUTOMATIC GAS SHUT -OFF VALVE FURNISHED BY OTHERS PIPE DROP OF SIZE AND AT LOCATION SHOWN ON PLAN GAS PIPE HEADER ALONG WALL BEHIND COOKING EQUIPMENT, APPROXIMATELY 12" ABOVE FLOOR, WITH SCREWED FITTINGS, SIZES AS SHOWN ON PLANS TYPICAL PIPE SUPPORT ANCHORED TO WALL TYPICAL 6" DIRT LEG PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT ACTUAL CONDITIONS. ATTACH RISER AND HEADER TO WALL WITH 1" CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER. INSTALL ANY GAS PRESSURE REGULATORS FURNISHED BY FOOD SERVICE EQUIPMENT CONTRACTOR. SCALE: N.T.S. GAS SERVICE NOTE TENANTS REQUIRING GAS SERVICE SHALL CONTACT THE LOCAL GAS UTILITY TO MAKE ARRANGEMENTS FOR SERVICE. IF NOT EXISTING, METERS SHALL BE LOCATED AS DETERMINED BY THE LANDLORD. IF NOT EXISTING, PIPING FROM THE METER TO THE TENANT SPACE SHALL BE THE RESPONSIBILITY OF THE TENANTS CONTRACTOR AS SHALL BE THE COORDINATION OF SUCH INSTALLATION WITH THE LANDLORD. PIPING SHALL CONFORM TO ASTM -A -120 STANDARDS AND SHALL BE SCHD. 40 BLACK STEEL THROUGHOUT WITH ALL HIGH PRESSURE CONNECTIONS GREATER THAN 2.5" DIA. WELDED. NO VALVE SHALL BE PLACED IN THE RETURN AIR PLENUMS. DISCHARGE PRESSURE DOWNSTREAM OF THE PRESSURE REGULATOR SHALL BE 7" W.C. MA FOR GAS PIPING ALL PIPING USED FOR THE INSTALLATION, EXTENSION, ALTERATION, OR REPAIR OF ANY GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL,ASTMA 120 w/150 LB. BANDED MALLEABLE IRON SCREWED - i l I INGS. ALL SUCH PIPE SHALL BE EITHER NEW OR SHALL PREVIOUSLY HAVE BEEN USED FOR NO OTHER PURPOSE THAN CONVEYING GAS. IT SHALL BE IN GOOD CONDITION AND FREE FROM INTERNAL OBSTRUCTIONS. BURRED ENDS SHALL BE REAMED TO THE FULL BORE OF THE PIPE. ALL I-I I I INGS USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE OF MALLEABLE IRON, YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY FIVE (75) PERCENT COPPER) ALL VALVES AND APPURTENANCES USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE OF A TYPE DESIGNED AND APPROVED FOR USE WITH FUEL GAS. GAS CONSTRUCTION NOTES • THE TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AVAILABLE CAPACITY, PRESSURE, SERVICE CONNECTION, UTILITY METER INSTALLATION, ETC., WITH THE LOCAL UTILITY AND THE LANDLORD. • CONFIRM CODE RESTRICTIONS FOR LOCATING GAS PIPING IN RETURN AIR PLENUM. • ROOF- MOUNTED GAS PIPING SHALL BE INSTALLED ON FACTORY FABRICATED ROOF EQUIPMENT SUPPORTS EVERY 5' OR AT ELBOWS. ALL GAS PIPING SHALL BE FINISHED WITH TWO COATS OF A RUST INHIBITIVE PRIMER, ONE COAT OF FINAL PAINT (COLOR PER L.L.) AND IDENTIFICATION LABELS. . THE CONTRACTOR SHALL VERIFY THE SIZE OF THE EXISTING SERVICE AND GAS METER. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING EXISTING COMPONENTS IF THEY ARE INADEQUATE FOR THE NEW REQUIREMENTS OR INOPERABLE. COORDINATE REPLACEMENT COMPONENT SPECIFICATIONS WITH THE LANDLORD FIELD REP. AND LOCAL UTILITY. ■ ALL GAS EQUIPMENT SHALL BE ON QUICK DISCONNECTS PER HEALTH DEPARTMENT. • GAS IS AVAILABLE IN THE GAS METER ALCOVE. LANDLORD HAS THE RIGHT TO DENY THE USE OF GAS UTILITIES TO ANY TENANT. DESIGNATED FOOD SERVICE TENANTS SHALL HAVE A GAS SERVICE PIPE FROM THE GAS METER ALCOVE TO THEIR SPACE SIZED PER TENANT CRITERIA. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE PER LANDLORD'S SPECIFICATION IN THE GAS METER ALCOVE ON THEIR OWN SERVICE PIPE DOWNSTREAM OF THE METER. TENANTS ARE RESPONSIBLE FOR THE INSTALLATION OF ALL PRESSURE REGULATING VALVES AND THE VENTING OF SUCH DEVICES. M LANDLORD PROVIDED 1 -1/4" GAS (2 PSI) PIPING FROM METER THRU SERVICE CORRIDOR TO VALVED /CAPPED PIPING AT TENANT SPACE. TENANT SHALL PROVIDE REGULATOR FOR 2" GAS (1000 CFM MAXIMUM, 6" W.C.) PIPING STUB TO SPACE. FEB 15 ZUU8 PEftvEEI CLNIEh DATE: 1 -22 -08 JOB NO: 0807 DRAWN: CHECKED: N N C] m Q 0 U 0 N Q M J < (f)0Z L,J (i < Q ( / 0 r U REVISIONS A REVISED PER LANDLORD/ OWNER 1/23/08 DAVID HIATT ARCHITECT 4410 W. MELROSE AVENUE TAMPA, FLORIDA 33629 TEL. 813.289.3336 FAX. 813.289.3332 REGISTERED ARCHITECT moo w. FFrArr Mitt QLE WASHINGTON SHEET NUMBER ip GAS PLAN, DETAILS AND NOTES RESPONSffitLITY SSCHEDULE 1 I C Q ! _ ' . I_ • ,I' 4,6_, ° I' r � :. SO Il; - iu: r .. �. I. : r . �� . _ :. .., . - .. - -'I i CI • 0 .I ' ( ( ( 1 . . - l!' � :� � :. DRAWING INDEX. WI M-1 M P -1 P-2 (.4 4tc? a 2 1 i4 2 1 4 C® COL FIORD EQUIP. 'o STOREFRONT S� ARCHIMTURAL S� LNG & NOM R O1 ITt D I KANr KIM. MAIL RNISH Ste. o �A o 5 & ® S � �A' IONS ®S �� SPE IFK IONS SPECIFICATIONS � IT EXISTING I FURNISHED INSTALLED REMARKS (LAN DLO REI (TENANT TENANTS CONT LANDLORCJ TENANT INODI SINN/Ng 1J V/N l GENERAL REl�S 1 . PERMITS AND FEES 2. TEMPORARY UTILITIES 4. TEMPORARY ENCLOSURE • • AS PER LANDLORDS DISCRETION & CRITERIA SPACE WORK 1. DEMOLITION • 2. SAW CUT SLAB /CORE DRILL • • - • AS REQUIRED CON S CORE DING 1. SAND PAD _ _ _ 2. VAPOR BARRIER 3. REINFORCING FABRIC • 4. CONCRETE SLAB 5. POURED CONCRETE • • AS REQUIRED TO INSTALL UTILITIES NOM, �®L List SID S �y� ELECTRICAL SPEIK 7IONS C p ► R'Y CARPENTRY 1 1. METAL STUDS A. DEMISING WALLS • • • SEE PLANS LANDLORD INSTALL STUDS ONLY B . INTERIOR PARTITIONS SEE PLANS L FUITAIL HOOD .% OS•S MECHANICAL K Nr Nags et OM C. FURRING • ``����`�`J�f D. SALES COUNTER • • E. SALES LOW WALL � macys .�7 ROOF P DETAILS PLUMBING WA P� GAS PLAN D� & NOTES 2. ROOF FRAMING FOR MECH. UNITS • • • - ] SRS 1. KITCHEN DOOR & FRAME • • • SEE SCHEDULE ` e 3. TOO ET ROOM DOOR FINISHES NORDSTROM 1. WALLS A. 5/8" TYPE "X" GYP. BD. • 0 CHICKEN NOW JCPenney , $ 164 MOO. ON B. 5/8" MOISTURE RESISTANT GYP. BD. • • AS REQ'D C. FINISHES • • SEE PLAN AND STANDARD MATERIAL SCHEDULE GRANITE COUNTER TOP - • • G.C. TO SUPPLY SAMPLES TO OWNER FOR APPROVAL EXISTING LANDLORD DEMISING PARTITION 2. TAPING AND SPACKLING a 3. FLOORS SPACE FC11 _ : �� INSULATED COOLER /FREEZER. SEE EQUIP. SCHED. - I iIII1IIJ I =� o A. WATER PROOF MEMBRANE • 0 SEE DETAIL 2/A -2 B. QUARRY TILE • 600 Se ' l ® ""'" " ' = 3 -5/8" OR 6" (SEE PLAN }METAL STUDS @ 16" Q,C. '•'-.�.:�s C. MALL FLOORING • • PATCH AND REPAIR ALONG LEASE LINE AS NEC. LEVEL 2 OF 3 1 4. FINISHES sy,... ..: A. PAINT • • EMPLOYEE RESTROOMS 0v , 1 - w, I r T _ B, TILE • • L �I i 1 C. TR • • - "- - = LANDLORD PROVIDED SECTION NUMBER 5. BAS �� SECTION CUT INDICATION 0 �� '" ,r� ,�� ;: �� f "� A. COVED QUARRY TILE • jf A -0 SHEET NUMBER ` = B. COVED VINYL • PLA N DETAIL DETAIL AREA A 6. CEILING _HI I I - A. GYP. BD. • • SEE REFLECTED CEILING & DEMOLITION PLANS ON SHEET A-1 = _ -_ ' _ - : ; ` = � PUBLIC RESTROOMS B. 2'X4' LAY -IN TILE • • SEE REFLECTED CEILING & DEMOLITION PLANS ON SHEET A -1 I „ - - i ���� INDICATION 0 DETAIL NUMBER PLUMBING ' SHEET NUMBER 1. WATER PIPING a a SEE PLUMBING DWG. 2. UNDERSLAB ROUGH -IN FOR WASTE • • SEE PLUMBING DWG. ELEVATION o ELEVATION NUMBER INDICATION 3. FINAL CONNECTIONS & VENTS 0 0 SEE PLUMBING DWG. 4. GAS PIPING AND ACCESSORIES • • SEE PLUMBING DWG. A - � SHEET NUMBER 5. FINAL GAS CONNECTIONS TO EQUIP. • • SEE PLUMBING DWG. DOOR IDENTIFICATION 0 MILWORK MOULDINGS CONSTRUCTION NOTES WHICH APPLY NOTES TO SPECIFIC ITEMS ON DRAWINGS WHERE INDICATED. 6. TOILET RM. FIXTURES /ACCESSORIES • ' ! .. ` O • CO I Ectutp L 1I' 1. KITCHEN /SALES 2. STOREFRONT SIGNS • • • • SEE EQUIPMENT SCHEDULE FOR MORE INFO. COORD. PERMITS & INSTALLATION W/ SIGN VENDOR O.C. ON CENTER A.F.F, ABOVE FINISH FLOOR F.O.S. FACE OF STUD OPNG. OPENING ACT. ACOUSTICAL FT, FEET OPP, HAND OPPOSITE HAND AD]. ADJUSTABLE F.N.D. FEMININE NAPKIN DISPOSALO,D. OUTSIDE DIAMETER A .C. AIR CONDITION /CONDITIONED/ F.N.V. FEMININE NAPKIN VENDOR PR. PAIR CONDITIONER/CONDITIONING FIN. P.T.D. PAPER TOWEL FINISH p DISPENSER ALT. ALTERNATE FIN. OPNG. FINISH OPENING ALUM. ALUMINUM F.E. FIRE EXTINGUISHER P.T.H. PAPER TOWEL HOLDER A.B. ANCHOR BOLT F. E.C.R. FIRE EXTINGUISHER CABINET COL. PIPE COLUMN & AND RECESSED PEAS, PLASTER APPROX. APPROXIMATELY F.H. FIRE HYDRANT .LAM. PLASTIC LAMINATE @ AT F.R.P. FIRE RETARDANT PANEL PLUMB. PLUMBING AWN. AWNING F.R.T. FIRE RETARDANT TREATED p.c. PLUMBING CONTRACTOR FL. FLOOR PLYWD, PLYWOOD B.C. BASE CABINET F.D. FLOOR DRAIN P.T. PRESSURE TREATED B.P. BASE PLATE F.P. FLUSH PANEL PHONE TELEPHONE BM. BEAM FIG. FOOTING BLK. BLOCK F.M. FRAMED MIRROR Q.T. QUARRY TILE B.S. BOTH SIDES R. RADIUS B•W. BOTH WAYS GALV. GALVANIZED RECT. RECTANGULAR BTM. BOTTOM GA- GAUGE REINF. REINFORCEMENT BRK. BRICK G.C. GENERAL CONTRACTOR REQ'D. REQUIRED BLDG. BUILDING GL. GLASS REV. REVISION G.B. GRAB BAR R.D. ROOF DRAIN CAB. CABINET G.W.B. GYPSUM WALLBOARD RM. ROOM CAB CPT. CARPET GYP, GYPSUM R.Q. ROUGH C.I. CAST IRON S.C.O.F. SLIP COEFFICIENT O EFFICIENT O C.B. CATCH BASIN HC. HANDICAPPED S.N.D. SANITARY NAPKIN CLG. CEILING HDW. HARDWARE DISPOSAL CEM. CEMENT HT. HEIGHT SCH. SCHEDULE CTR. CENTER H. HIGH SNT. SEALANT C.T. CERAMIC TILE H.C. HOLLOW CORE SECT. SECTION CHBD. CHALKBOARD H.M. HOLLOW METAL SHT. SHEET C.O. CLEAN OUT HORIZ. HORIZONTAL SHO. SHOWER CLO. CLOSET SHO.C. SHOWER CONTROLS COL. COLUMN IN. INCH SHO.H. SHOWER HEAD COM. COMBINATION INCL. INCLUDE SIM. SIMILAR CONC. CONCRETE I.D. INSIDt DIAMETER 5. q. SOAP DISPENSER. CONST. CONSTRUCTION INSUL, INSULATION S.M. SOAP HOLDER C.M.U. CONCRETE MASONRY UNIT S.C. SOLID CORE CONT. CONTINUOUS JT, JOINT 5, SOUTH CONTR. CONTRACTOR JST. JOIST SPECS. SPECIFICATIONS C.J. CONTROL JOINT SQ. SQUARE LAM. LAMINATED • C.TOP COUNTER TOP SQ.FT. SQUARE FEET L.L. LANDLORD S.S. STAINLESS STEEL I AV. LAVATORY DEMO. DEMOLITION STD. STANDARD DEPART. DEPARTMENT L. LONG STL. STEEL DTL. DETAIL SIR. STRUCTURAL DIA. DIAMETER MGR. MANAGER S.M.S. STRUCTURAL METAL DIM. DIMENSION M.H. MANHOLE STUD DR. DOOR MFR. MANUFACTURER SUSP. SUSPEND DT.A. DOVETAIL ANCHOR MAS. MASONRY SYS. SYSTEM DT.S. DOVETAIL SLOT M.O. MASONRY OPENING DN. DOWN MAT'L. MATERIAL TKBD. TACKBOARD DWG. DRAWING MAX. MAXIMUM T.C. .. TENANT CO-ORDINATOR MECH. MECHANICAL T.P.H. TOILET PAPER. HOLDER D.F. DRINKING FOUNTAIN MT. METAL T.& G. TONGUE AND GROOVE EA, EACH M.F. METAL FRAME T.B. TOWEL BAR E. EAST M.S. METAL STUD TYP. TYPICAL, UNLESS ELEC. ELECTRICAL M.R.D. METAL ROOF DECK OTHERWISE NOTED E.C. ELECTRICAL CONTRACTOR MIN. MINIMUM U. URINAL E.H.D. ELECTRIC HAND DRYER M. MIRROR V.T.R. VENT THROUGH ROOF E.W.C. ELECTRIC WATER COOLER MISC. MISCELLANEOUS VERT. VERTICAL ELEV. ELEVATION M.R. MOISTURE RESISTANT V.T. VINYL TILE ENCL. ENCLOSURE M.B.H. MOP AND BROOM W.R. WASTE RECEPTACLE HOLDER EQ, EQUAL W.C. WATER CLOSET MID. MOUNTED EQUIP. EQUIPMENT W.H. WH WATER HEATER EXIST. EXISTING W.P. WATER PROOF E.J. EXPANSION JOINT N. NORTH w. WEST N.I.C. NOT IN CONTRACT EXP. EXPOSED WIDTH EXT. EXTERIOR N.T.S. NOT TO SCALE WI. WITH E.G.C.B. EXTERIOR GYPSUM CEILING NO. NUMBER W /O. WITHOUT BOARD WD. WOOD BUILDING CODE: • I.B.C. (2006) WITH WASHINGTON STATE AMENDMENTS • N.E.C. (2006) WITH WASHINGTON STATE AMENDMENTS • T.M.C. (2006) WITH WASHINGTON STATE AMENDMENTS • U.P.C. (2006) WITH WASHINGTON STATE AMENDMENTS • I.F.C. (2006) WITH WASHINGTON STATE AMENDMENTS ( ) 3. FIRE EXTINGUISHER • O LOCATE PER FIRE MARSHALL 4. INTERCOM SYSTEM • 6. MENU BOARD / LCD SCREENS O • COORDINATE WITH VENDOR (VERIFY W/ TENANT) • 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE ' ' ' 7. SALES AREA COUNTERS a a COORDINATE WITH TENANT. ELECTRICAL OCCUPANCY CLASS: OUP M CONSTRUCTION TYPE: TOILET 1. CONDUIT INTO SPACE • TYPE II B , UNPROTECTED NONCOMBUSTIBLE TOTAL LEASED AREA: 600 S.F. ACCESSORIES GENERAL 3). NOTES WHICH APPLY NOTES TO ALL DRAWINGS. 2. METER • • SEE ELECTRICAL DRAWINGS MAXIMUM ALLOWABLE AREA: - 600 S.F. OCCUPANT LOAD: 5 WORKERS AT ALL TIME 3. PANELS • • SEE ELECTRICAL DRAWINGS & DEMO. PLAM SHEET A-1 4. TRANSFORMER AND GEAR • • SEE ELECTRICAL DRAWINGS & DEMO. PLAM SHEET A -1 WIDTH: 5. LIGHT FIXTURES AND LAMPS • • SEE ELECTRICAL DRAWINGS REQUIRED EXIT 36" INCHES 6. TELEPHONE WIRING • • PROVIDED EXIT WIDTH: 36" INCHES 00' -0" ELEVATION '- i ELEVATION TARGET ABOVE �� FIN. FLR. SURFACE DESCRIPTION ME� 1. HVAC SYSTEM A. HVAC UNIT • • SEE MECHANICAL DWG. 1. THESE DOCUMENTS REPRESENT THE SCOPE OF WORK TO BE TO PERFORMED BY THE GENERAL CONTRACTOR ( UNLESS OTHERWISE NOTED. ) 2. CHECK DIMENSIONS AND CONDITIONS IN THE FIELD ALL DIMENSIONS AND CONDITIONS OF THIS JOB SHALL BE FIELD CHECKED BY GENERAL CONTRACTOR WHO WILL BE RESPONSIBLE FOR SAME ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION. COSTS DUE TO A FAILURE OF REPORTING THESE DISCREPANCIES WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 3 ERRORS AND OMISSIONS ANY DISCREPANCIES OR OMISSIONS ON THESE DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND BID TO OWNER. FAILURE BY THE CONTRACTOR TO IDENTIFY DISCREPANCIES OR OMISSIONS WILL THEN BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 4. COMPLY WITH DESIGN CRITERIA GENERAL CONTRACTOR TO FOLLOW AND COMPLY WITH LANDLORD'S TENANT DESIGN CRITERIA AND REQUIREMENTS FOR ALL EXHIBITS. (IF APPLICABLE.) 5. NOTES ALL NOTES ON ANY PORTION OF THESE DOCUMENTS APPLY TO ENTIRE DOCUMENT WHETHER OR NOT THEY ARE REPEATED _ IN OTHER AREAS. 6. WORK, MATERIALS AND CONSTRUCTION METHODS ALL WORK, MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH ALL GOVERNING AUTHORITIES HAVING JURISDICTION. 7. APPROVAL BY GOVERNING AUTHORITIES APPROVAL OF THESE DRAWINGS BY GOVERNING AUTHORITIES DOES NOT RELEASE THE CONTRACTOR FROM COMPLYING WITH ALL APPLICABLE CODES AND STANDARDS. 8• INSTALLATION BY GENERAL CONTRACTOR ALL MATERIALS AND EQUIPMENT ITEMS SUPPLIED BY THE OWNER/TENANT ARE TO BE INSTALLED BY GENERAL CONTRACTOR UNLESS INDICATED OTHERWISE. 9. MATERIALS ALL MATERIALS SHALL BE NEW AND FIRST CLASS. ALL WORK AND EQUIPMENT ITEMS SHALL BE WARRANTIED BY THE CONTRACTOR FOR A MINIMUM OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. EXCEPT FOR MANUFACTURE'S _ WARRANTY WHICH MAY BE LONGER, 10. COMBUSTIBLE MATERIALS NO COMBUSTIBLE MATERIALS ARE PERMITTED ABOVE CEILING , 11. FIRE EXTINGUISHERS CAPACI'I°Y AND RATING AS REQUIRED BY N.F,P.A. PAMPHLET #10 AND LOCAL AUTHORITIES. LOCATE PER LOCAL AUTHORITIES AND N.F.P.A. 10. 2 . FIRE WALLS ALL FIRE -WALL PENETRATIONS TO BE INSTALLED PER U.L. NUMBERS: WL 1002 WL 1001 WL 2002 WL 2003 WL 1003 WL 2004 WL 5001 WL 2005 WL 5002 13. MISC. PRIOR TO INSTALLING SHELVING IN REFRIGERATOR, T.G.C. TO WASH DOWN (SPONGE) INTERIOR THREE (3) TIMES WITH A SOLUTION OF 50% VINEGAR AND 50 %WATER, SET REFRIGERATOR TO OPERATE AT 34 - 38 F RANGE. 14 . PERFORMANCE BO ND AND PAYMENT BONDS ARE REQUIRED FOR THIS PROJECT. REFER TO SHEET AS-1. SPECIAL NOTES: I 0 k CENTERLINE DIAMETER PLATE LEASE LINE B. DUCTWORK • 0 SEE MECHANICAL DWG. C. DIFFUSERS • SEE MECHANICAL DWG. 2. ROOF PENETRATIONS • • SEE MECHANICAL DWG. 3. SPRINKLER SYSTEM • • MODIFY EXISTING AS REQUIRED 4. EXHAUST HOODS & FANS a SEE HOOD DWG. 5. EXHAUST HOOD DUCT WORK SEE H OOD DWG. 6. EXHAUST HOOD ANSUL SYSTEM • • SEE HOOD DWG. L.L. 7. ROOF PROTECTION ACCESSORIES 0 0 SEE HOOD DWG. LORD NOTES 8. EXH. HOOD MUA SUPPLY SYSTEM 0 SEE HOOD DWG• 9. FIRE ALARM AND SMOKE CONTROL SYS. • • INSTALL/ MODIFY EXISTING SYSTEM PER L.L. REQUIREMENTS Effective July 1, 2007 the City of Tukwila will be under the 2006 International Codes and all permit submittals need to be in conformance with this edition. - m �oftivimioN. I# is the Tenants/Tenant Architects responsibility to verify and conform to all applicable codes and p ty � pp , regulations. Subsequent plans will be reviewed under the then current codes and ordinances. Tenant's Contractor is responsible for compliance with all within the Landlord's Tenant Criteria Manual includin its Rules and Regulations. g Tenant's Contractor is to verify location; get approval and requirements for all coring locations on concrete flooring with Westfield's On -Site Tenant Coordinator prior to proceeding with work. Tenant shall properly seal all penetrations to comply with Code requirements. The fire rated floor assembly shall be maintained. All Plumbing, Mechanical and Electrical devices penetrating floor shall be fire rated. All roof penetrations must be approved by Westfield's On -Site Tenant Coordinators. All roof penetrations shall be made by Landlord's approved roofing contractor at Tenants expense. All final weatherproofing shall be done by Westfield approved waterproofing consultant per Landlord's specifications at Tenant's expense. Tenant's Contractor shall provide a fire watch and portable fire extinguisher where ever any welding is done within the demised premises. The person performing the fire watch shall remain in the Tenant Space for at least 1 hour after the completion of any welding. This shall be coordinated through the City of Tukwila Fire Department w- r x.' � c 1 A A PRE -OPEC l I SPEC11O A Y THE ' O iri Ar - V �� y � , � g Lv =� 9 iE p :aIRE® PFUOR P ¢ +e � ®"C � APPLICANT r SET IS • _) 'O AVAILABLE S„ Y• ; ' g S�^m` t ?`'; ? ; • '' ' - `e;11 $ . � '• • _. tANDLORID• PROJECT COORDINATOR WESTFIELD CORPORATION Tenant Coordination - Southcenter 14th Floor 11601 Wilshire Blvd. Los An • eles, CA 90025 Alien: Josh Kimmel (310) 893 -4761 /� J \ Ph: 310) 478 4456 / ` MOSAD ELEWA 2401 W • KENNEDY BLVD. SUITE 203 TAMPA, FL 33609 TEL.: (813) 245 -6554 FAX.: (801) 218 -6554 ( ) E -MAIL: INFO ©MCDART.NET DAVID HIATT ' ARCHITECT 4410 W. MELROSE AVENUE TAMPA, FLORIDA 33629 PHONE: (813) 289 -3336 FAX: (813) 289 -3332 ( ) Fx: (310) 575 5991 OWNER DEPT, 4 MAGIC WOK 3421 N. LAKE VIEW DRIVE, SUITE 168 TAMPA, FL 33618 ATTN: DAVID WU TEL.: (813) 265 -3955 FAX: (813) 265 -3428 CITY OF TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 ATTN: PLAN REVIEW TEL.: (206) 431 3670 DEPARTMENT OF HEALTH- SEATTLE & KING COUNTY 999 3RD AVE. SUITE 1200 SEATTLE, WA 98104 ATTN: PLAN REVIEW TEL.: (206) 296 4600 1. SOME SPECIFIED ITEMS (SUCH AS FLUORESCENT FIXTURES IN SALES COUNTER, WALL STANDARDS, SHELVING BRACKETS, CERAMIC TILE, ETC.) MAY REQUIRE LONG DELIVERY 2. CONTRACTOR AND ALL SUB - CONTRACTORS SHALL VISIT JOB SITE PRIOR TO THE BID. TO REVIEW ACTUAL FIELD CONDITIONS THAT MAY AFFECT THE BID. CONTACT ARCHITECT WITH ANY FIELD CONDITION AFFECTING DRAWINGS BEFORE BID TO OWNER. IF NOT COMMUNICATED WITH THE ARCHITECT, THEN CONTRACTOR & SUB - CONTRACTOR WILL BECOME RESPONSIBLE FOR ALL COSTS INVOLVED. NMI DATE: 12- 24 KECE VED JOB NO: 0734 2a6 Lb 05 DRAWN: CHECKED: WER DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 APPLICANT COPY REVISIONS REVISED PER LANDLORD 1/23/08 2 u s e r APPROVED ORDINANCE MAR :-' 4 ZU 8 Sy N C DIANE Ar' -',_ ID . 1 10 Sit It cis■V-i. REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON ,J F-- 1--- a w C,) COVER SHEET SHEET NUMBER C OF.1. 633 SOUTHCENTER SOUTHCENTER SPACE FC11 WA 98188 EQUIPMENT 1LIS? MARK RESPONSIBILITY QNTY DIMS ITEM/ 1 SERVICE COUNTER (CSCI) VARIES 1 SEE PLAN SPECIFICATIONS: CUSTOM FABRICATED SEE SECTIONS REMARKS: PROVIDE AND INSTALL MARINE GRADE PLYWOOD AT ALL WET AREAS INCLUDING BEVERAGE AND STEAM TABLE AREAS. U 3 =COMP. SINK (OSCI) 1 -COMP. SINK (OSCI) 96 "W "EAGLE" MODEL #412-18-3-18 R &L 1 30 -1/2 "D BOWL SIZE 24x18; PROVIDE W / "FISHER" 40 -1/2 "H #3254 BACKSPLASH MOUNTED FAUCET 38.5 "W "EAGLE" MODEL #414 -16 -1.18 R OR L 0 27 -1 /2 1 'D BOWL SIZE 20X16 40 "H a• PROVIDED W/1 -1/2" IPS BASKET TYPE WASTE. PROVIDE 1/2" IPS HOT & COLD WATER CONNECTIONS. PROVIDE W/Th5 FAUCET SPRAYER #T- 40/B129BV W /ADD ON FAUCET #8156 ADF. PROVIDED W/1 -1/2" IPS BASKET TYPE WASTE. PROVIDE 1/2" IPS HOT & COLD WATER CONNECTIONS. POINT OF SALE 2 SYSTEM (OSCI) 3 casio #QT -8000 'DRfOP'I[�V�P_ANL (OSCI) 1 COORD. W /OWNER 6 BOX -IN (OSCI) 1 COKE CO. SODNDISPENSER/ 7, CE 2 (OSCI) "SITCO" #WRD -6 ; REQ. 110V/20 AMP GRND. OUTLET ; 1 2" CW REDUCED TO 3/8" W /GATE VALVE. 1 -1/2" DRAIN FIELD VERIFY EQUIP. BEFORE MAKING ANY CUTS IN THE COUNTER TOP. FITS CUT OUT MEASURING 23.1/4 "x23.1/4° CONTACT SANDY MANUEL(813)973 -3465 TO COORD, DEL1V. 8 COLD-CUP ENS IS ER (OSCI) (3) 4,375 "D 5.875 "D "TOMLINSON" MODEL #ELC -1002 "TOMLINSON" MODEL #ELC -1020 FIELD VERIFY EQUIPMENT BEFORE MAKING ANY CUTS IN THE COUNTER TOP. 9 COUNTER REAR/SIDE (CSCI) 1 VARIES SEE PLAN CUSTOM FABRICATED STAINLESS STEEL 10 MENU BOARD (SSCI) 1 VARIES SEE PLAN CUSTOM FABRICATED SEE SECTIONS 5 PANELS 11 CONDIMENT (CSCI) DRINK.; 12 DISPENSER (OSCI) 8 1 COORD. WITH OWNER CRATHCO 035 115V/60 HZ, 8.5 AMPS G,RIDD ,L:E// ANG (OSCI) 'GRIL (OSCI) 1 34" W 39" D 36" H 1 12" W 35" D 15" H VULACAN #GH6OT /45 TAYLOR COMPANY QS12 MUST BE PROVIDED W/ LEGS, STAND AND CASTERS . MUST BE UNDER HOOD VENTING 200 F.F.M. FER SQ. FT. OF EQUIP. SURF. 3/4" GAS INLET IS LOCATED AT LEFT REAR. GAS PRESSURE MUST BE 6" W.C. FOR NATURAL OR 10" W.G. FOR PROPANE STU /HOUR TOTAL = 150,000 BTUH PROVIDE DORMONT QUICK DISCONNECT SYSTEM. 208 VOLT/ 60 HZ / 30 PROVIDED W/ L15 -30P 9.6 KW, 27 AMP HEAT LAMP 17 STRIPE (OSCI) 1 CUSTOM HATCO OVERHEAD WARMER HEAT LAMP GLO -RAY® INFRARED FOODWARMER, HIGH WATTAGE, TUBULAR METAL HEATER ROD, SINGLE HEATER ROD HOUSING, ALUMINUM CONSTRUCTION, 1100 WATTS, - I.G Ord 4 (OSCI) 52" W ULTRAFRYER SYSTEM 1 35" D MODEL# B-P30-14 -4 33" H 360,000 BTU /HR 120V/60 HZ/ 10 8.5 AMP UNIT TO BE VENTED UNDER CANOPY W /MECH, EXHAUST SYS. 3/4" I.P.S. MANIFOLD AND GAS CONNECTION. PROVIDE " DORMONT" QUICK DICONNECT SYSTEM, GAS PRESSURE TO BE 6" W.C. FOR NATURAL OR 11" W.C. FOR PROPANE. 26 29 ICE•MAkER ICEBIN` ( OSCI ) CUBER "MANITOWOC" #SN950 CUBER 22" W. AIR COOLED: 1 304/4" H 208 - 230/60/1 15.0 AMPS 3 WIRE W /NEUTRAL FOR 115V BIN 30" W. 34' D 44" H. B570 ALLOW 6" AIR CLEARANCE @ BACK OF UNIT. ELEC: 208- 230V/60/1 - 7 AMPS SIMPLEX @ 80" AFF (3 WIRE WITH NEUTRAL FOR 115V) PROVIDE 6' CORD AND PLUG TO UNIT. PROVIDE 3/4" INDIRECT WASTE DRAINS FROM BIN & CUBER. 3/8" O.D. CONDENSATE AND 1/2" INDERECT WASTE FROM CONDENSER TO FLOOR DRAIN. MAINFOLD AS REQUIRED, 3z 33 34 a S IS C `' OP -349 REER1' 42 EXH. HOOD (OSCI) ANSUL SYSTEM TANKS AND CONTROL PANEL M WALL SHELF (OSCI) 1 1 I. 24 "D 2 3 24 "H W /LIGHT FIXTURES SEE HOOD DRAWING "ANSUL" PRE -ENG. LIQUID CHEMICAL FIRE SUPPRESSION SYS. W /FIXED NOZZELS. SYS. TO BE UL CLASSIFIED AND INSTALLED PER NFPA #96 REQ. SYSTEM SHALL BE CAPABLE OF AUTOMATIC AND MECH. OPERATION W /AUTO SOLINOID GAS VALVE SHUT DOWN. 2424 32.31" W DELFIELD 31.5" D 4432 mega top ref. 46" H 115/60/1 7.2 AMPS 1/5 HP REEREG - E OSEDVEL to.- 1 28" W. 19.5" D. APW WYOTT CW -1 1/5 HP. 4 AMPS ORK�;"fOB FREEZER 48 -3(8" W 1 30 "D 33 "H TRUE TWT -48F 115/60/1 5 AMPS 1/5 HP WATER HEATER 4 (CSCI) 1 SEE PLUMBING 14 "D 74" FI "METRO" WALL UNIT SEE PLAN FOR WIDTH LENGTH & WIDTH VARY, SEE PLAN AND HOOD SHOP DWGS. EXHAUST /SUPPLY DUCTS TO BE CUSTOM SIZED FOR CONTROL OF SMOKE FROM WOK. ASSEMBLY, TESTING AND CERTIFICATION BY GEN. CONTR. INSTALL SYSTEM AS CLOSE TO CEILING AS POSSIBLE. MIN HGT. TO BOTT. OF UNIT TO BE 6' -6" AFF. NOTE: NOZZELS AND PIPING IN PUBLIC VIEW SHALL BE CHROME FINISHED. ELEC: FOR EMERGENCY SHUT OFF, CONNECT CONTROL PANEL TO SOLINOID FOR SHUT DOWN OF GAS SUPPLY UPON ACTIVATION. PLUMB:CONNECT ANSUL TANKS TO HOOD W/ RED PAINTED PIPE. INSTALL GAS SOLINOID VALVE SIZED PER PIPE SIZE. SEE PLUMBING Asp' AsP 46 NAND SINK DROP IN (OSCI) 14 -1 /2 "W 1 1S -1/216 "EAGLE" MODEL #HSA -10 -F PROVIDE 1/2" IPS NOT & COLD WATER CONNECTIONS HAND SINK 46A WALL MOUNTED (OSCI) 10 "W 1 14 "D 10 "H "ADVANCE" MODEL #D1 -1 -10 PROVIDE 1 /2" IPS HOT & COLD WATER CONNECTIONS 51 ELECT. PANELS (CSCI) 1 SEE ELECTRICAL DWG. (7 z • 4 SHELF UNIT 44 (OSCI) 3 SEE PLAN "EAGLE" 4 - TIER COATED WIRE SHELVING CATALOG #186OZ W /P74 -C POSTS GEN. CONTR. SET SHELF HGTS. AS FOLLOWS: BOTTOM SHELF:6" A.F.F. / SECOND SHELF :24" A.F.F. THIRD SHELF :48" A.F.F. / FOURTH SHELF:72" A.F.F. ,Z'DQ R FREEZEg (CSCI i zDOOLI 4 COQ cgscar 1 52 ,E 35" D. 83" H. TRAULSEN #G22010 115 /60/1 NEMA L14 -20P PLUG 14.9 AMP 3/4 HP 2 58" L TRAULSEN #RHT232WUT -FHG 3 D. 115/60/1 NEMA L14 -20P PLUG 83" H. 10.4 AMP 1/2 HP • ROO FINISH SC Mt KITCHEN QUARRY TILE QT -1 WHITE CER. TILE T -4 WASHABLE VINYL FACED LAY -IN TILE SCP -1 QTB -1 AREA FLOOR WALLS CEILING BASE SALES QUARRY TILE QT -1 CER. TILE SEE ELEV. PAINTED RED, GB -1 QTB -1 COOKING QUARRY TILE QT -1 STAINLES STEEL PANELS SEE ELEV. PAINTED SOFT BEIGE, GB -1 QTB -1 MA FLOOR (QT -1) "DAL - TILE 6 "X6" "ARID GRAY" #Q42 SMOOTH ABRASIVE, TILE HAS WET -DRY S.C.O.F. OF 0.73 -0.90 INSTALL WITH CADET GRAY COLOR GROUT. SEE CONSTRUCTION NOTES AND SPECIFICATIONS FOR INSTALLATION PROCEDURES. BASE (QTB -1) COVED TILE BASE = 6" HIGH, "DAL - TILE" TO MATCH QT -1 WALLS 12X12 MOSAIC SHEET BY KPTILES (248- 853 -0418) RASPBERRY ILLUMINATI MOSAIC TILE, WITH WHITE COLORED SAND GROUT. 4- 1/4 "X4 -1/4" DALTILE GLASS REFLECION "WHITE ICE #CR13" 6 "X12" ASI PORCELAIN COLLECTION FLCCD344 PHOENIX STYLE 4X4 WHITE CERAMIC TILE. "DAL- TILE #D -100 WITH MATCHING COLORED SAND GROUT. • COUNTERS (GR -1D (WD 3/4" THICK GRANITE "TROPICAL BROWN" INSTALLED PER MANUFACTURER'S RECOMENDATIONS 1 -1/2" THICK ULTRA PREMIUM HARD ROCK MAPLE EDGE GRAIN COUNTER TOP CUTTING BD. CEILINGS CSCP -1) (GB-1) SUSPENDED CEILING PANELS: 2'x4' VINYL CLAD GYPSUM ROCK, "USG ", GRID: CHICAGO METALIC: SERIES 830 ALUMINUM W/ WHITE FINISH #41 GYPSUM BOARD, CEILING- 5/8" TYPE "X" PAINTED PER REFLECTED CEILING PLAN MISC. CID CID 1/2" THICK SOLID SURFACE MATERIAL, CORIAN, COLOR SILT TO BE INSTALLED PER MANUFACTURER'S RECOMENDATIONS. C P -4 PAINT METAL DOOR & FRAME ETC.: "SHERWIN WILLIAMS" CELU -TONE SATIN LUSTER ENAMEL; WHITE, USDA APPROVED. BENJAMIN MOORE RED (2000 -10) BENJAMIN MOORE SOFT BEIGE (2156 -60) BENJAMIN MOORE RACING ORANGE (2169 -10) STAINLESS STEEL. NOTE: 1. ALL FINISHES TO BE MIN. CLASS "C ". 2. ALL MATERIALS USED FOR INTERIOR FINISHES AND TRIM SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. 1. 2. 3. 4. FINISH IN UON :''' -S: BRING INCONSISTENCIES BETWEEN FINISH MATERIAL NOTES, FINISHES PLAN, INTERIOR ELEVATIONS & DETAILS TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO ORDERING MATERIALS OR BEGINNING INSTALLATION. SUBCONTRACTORS MUST EXAMINE EACH INSTALLATION AREA FOR CONDITIONS INTERFERING WITH PROPER, TIMELY, OR ACCEPTABLE COMPLETION OF THE WORK & SHALL NOTIFY THE GENERAL CONTRACTOR OF UNACCEPTABLE CONDITIONS REQUIRING ATTENTION BEFORE FINISH MATERIAL INSTALLATION. DO NOT BEGIN FINISH MATERIAL INSTALLATION BEFORE UNACCEPTABLE CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE GEN. CONTRACTOR & ARCHITECT FOR THAT PORTION OF THE WORK. PERFORMANCE OF THIS WORK BY THE INSTALLER INDICATES ACCEPTANCE OF ALL SUBSTRATE CONDITIONS & ASSUMPTION OF RESPONSIBILITY FOR COMPLIANCE WITH MATERIAL INSTALLATION QUALITY STANDARDS. Efautp NOTES: 1. ALL EQUIPMENT AND SIGNAGE SHALL BE PURCHASED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. 2. FOOD SERVICE AND BEVERAGE DISPENSING EQUIPMENT SHALL COMPLY W/ NSF REQUIREMENTS AND REQUIREMENTS OF LOCAL HEALTH OFFICIALS HAVING JURISDICTION. 3. INSTALLATION AND CONNECTION OF ALL FOOD SERVICE EQUIPMENT IS TO BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE INDICATED. 4, SHELVING UNITS SHALL BE ASSEMBLED AND SET IN PLACE BY THE GENERAL CONTRACTOR. 5. FOOD SERVICE EQUIPMENT REQUIRING AN ELECTRICAL CONNECTION IS TO BE FURNISHED W/ CORD AND PLUG UNLESS OTHERWISE INDICATED. 6. VERIFY THE ELECTRICAL AND MECHANICAL REQUIREMENTS OF FOOD SERVICE EQUIPMENT PRIOR TO INSTALLATION. 7. SINKS SHALL BE PROVIDED W/ DRAIN TAILPIECES AND F1 i 11NGS. THE GENERAL CONTRACTOR SHALL PROVIDE SHUT -OFF VALVES, SUPPLIES AND TRAPS NECESSARY TO CONNECT SUCH SINKS. 8. PROVIDE A SHUT -OFF VALVE AT HOT AND /OR COLD WATER SERVICE TO EACH PIECE OF EQUIPMENT REQUIRING WATER CONNECTION(S). 9. PROVIDE A BACKFLOW PREVENTER AT EACH PIECE OF EQUIPMENT REQUIRING WATER CONNECTIONS. ( NOT INCLUDING SINKS ) NOTE: THE ABBREVIATIONS NOTED ON THE EQ. SCHEDULE: "O.S.C.I." STAND FOR: 0= OWNER C= CONTRACTOR S= SUPPLIED I= INSTALLED PLUMBING ,ACCESSORIES S UEEi A B ABBREVIATIONS: SURFACE MOUNTED SOAP DISPENSER BOBRICK #B -87 SURFACE MOUNTED PAPER TOWEL DISPENSER - BOBRICK #82621 EXXISTING FILL VOIDS WITH U.L. #HW -S -0009 (1 -HR) EXISTING DECK EXISTING SEAL TO DECK JOINT TAPE & COMPOUND VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD, JOINTS REINFORCED. EXISTING SLAB ALL. FIRE -WALL PENETRATIONS TO BE INSTALLED PER U.L. NUMBERS: WL 1001 WL 2002 WL 1002 WL 2003 WL 1003 WL 2004 WL 5001 WL 2005 WL 5002 U.L. DESIGN NO. U425 NONBEARING WALL RATING - 1 HR. '. WALL SJf0s AT EXIST. OWNING W4 SCALE: 3/4" = 1' -0" FLOOR TILE T -4 SEE ELEV. TILE T-4 OVER GYP. BD. WATER PROOF MEMBRANE LATICRETE 9235 INSTALLED PER MEG. SPECIFICATIONS. PERIMETER FLOOR. 16 (KITCHEN & SALES) TYPE OF WATERPROOFING SUBJECT TO L.L, AP'ROVAL TYPICAL PERIMETER WATER PROOFING DAL �►.U-O s ,CE SCALE: N,T.S 5/8" TYPE 'X' GYPSUM BD. FROM FLOOR TO UNDERSIDE OF ROOF DECK SCALE: 3" = 1' - 0" 16 GA S/S ANGLE CORNER GUARD, SET IN PLACE W/ STR'L ADHESIVE & SILICONE ALL EDGES 5 /8" Type NSIDE CORNER 0 L � . -- • ----- .•-- LEASE LINE -- • 5/8" 518" DS MTL b5 PLAN VIEW EXISTING FLOOR & CEILING RUNNER; 20 MSG (MIN.) GALV. STEEL 1. IN. HIGH, RETURN LEGS 3 -5/8 IN. WIDE (MIN.) ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN, O.C. GYPSUM WALLBOARD: 5/8 IN. THICK, TYPE X, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN, LONG, TYPE S SELF - TAPPING STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN, O,C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. U.S. GYPSUM CO. -TYPE 'C' OR EQUAL. EXISTING STEEL STUDS: 3 5/8" IN. WIDE (MIN.) 1 - 1/4 IN. LEGS, 3/8 IN. RETURN, FORMED OF 25 MSG (MIN,) GALV STEEL MAX STUD SPACING 24 IN. O.C, EXIST.FLOOR & CEILING RUNNER: 20 MSG (MIN.) GALV. STEEL 1 IN. HIGH, RETURN LEGS 3 -5/8 IN. WIDE (MIN.) ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. QTB -1 BASE SALES AND KITCHEN AREA, 5/8" WATER RESISTANT GYP. WALL BD. TILE, SEE ELEVATIONS CLEAR SILICONE SEALANT 'ALL' INSIDE TILE CORNERS TILE SEE ELEVATIONS 16 GA.S /S END WALL CAP GUARD, SET IN PLACE W/ STR'L ADHESIVE & SILICONE ALL EDGES SODA DISPENSERS NEED TO WITH NO COPORATE GRAPHICS. THERE ARE NO FREE STANDING ITEMS ALLOWED AT FRONT COUNTER. SERVICE ITEMS MUST BE PLACED UNDERNEATH FRONT COUNTER. FIRE EXTINGUSHERS -CLASS K CLASS K FIRE EXTINGUISHERS SHALL BE PROVIDED FOR HAZARDS WHERE THERE IS A POTENTIAL FOR FIRES INVOLVING COMBUSTIBLE COOKING MEDIA. [NEPA 10 :4.3.2] CLASS ABC FIRE EXTINGUISHERS. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH CLASSIFICATION, RATING, AND DISTRIBUTION REQUIREMENTS OF NFPA 10. [NFPA 1: 13.6.1.2] CEILING SUPPORT WIRE SUSP. CLG. STAINLESS STEEL TRIM HOOD EQUIPMEN1 � SCALE: 1/4" = 1' -0" DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO: ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY HOLD /NG BEFORE CLEANING AND AFTER SAN %T /ZING WAREWASHING /DISHWASHING SI r COM PARTMENTS SHALL BE LARGE I ENOU TO ACCOMMODA IMMERSION OF THE LARGEST EQU/PIVIENT AND UTENSILS. • HOT WATER GENERATION AND TDISTR/BUTION SYSTEMS S HALL BE SUFFICIENT T MEET THE PEAK HOT WATER DEMANDS THROUGHOUT TH E 'POOD'ESTABLISHMENT PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND IN A ACCORDING TO LAW (APPLICABLE LOCAL, STATE ' AND FE UES _ DERAL: STAT : REGULATIONS AND ORDINANCES) RES TROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE t 'OFAT LEAST 900 DEGREES FAHRENHEIT THROUGH A JMDONG VALVEOR COMBINA170N FAUCET SELF /CLOSING OR METERING FAUCETS SHALL PRO FLOW OF WATER FOR AT LEAST 15 SECONDS. FOO OPERAT%ON AREA FLOORS LOORS, "F'L'OOR COVERINGS, WALLS WALL COVERINGS AND CEILINGS SHALL BE DESIGNED CONSTRUCTED AND INSTALLED 5O THEYARE SMOOTH, DURABLE AND EASILY CLEANABLE 3" S/S CHANNEL WELDED TO HOOD BY MANUFACTURER SUt3'JECC APPROVED MAR 420 De SEATT E- II rC °I, By self service ordering GLASS SNEEZE GUARD TRAY STORAGE 6" ABOVE COUNTER GRANIT TRIM/SHROUD TO FURTHER CONCEAL UNITS SEE DETAILS ON SHEET A-4 ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. r #12 /GA 6A VERTICAL WIRE 0 48" 0.C. MAXIMUM (EW) CONT. HORIZONTAL 'T' RUNNERS TYPICAL EACH WAY 1/8" POP RIVET 0 ALL MEMBERS ONE WALL ACOUSTICAL CLG TILE-- - - CONT. MIL WALL ANGLE NOTE: 1. ACOUSTIC TILE CEILINGS, LIGHT FIXTURES & DIFFUSERS ARE TO BE IN CONFORMANCE WITH UBC STANDARDS 25-2 2. ALL LAY -IN PANELS SHALL BE SECURED TO THE SUSPENSION SYSTEM WITH TWO HOLD DOWN CUPS MINIMUM FOR EACH TILE W /IN A 4'--0" RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS. 3. INDEPENDANT SUPPORTS AND BRACES SHALL BE PROVIDED FOR LIGHT FIXTURES REO'D FOR EXIT ILLUMINATION. ° a a o 0 CROSS RUNNER MAIN RUNNER OR METAL 'T' CHANNEL AT ACOUSTIC TILE CEILING GRID ° �- /12 PERIMETER WIRE HANGERS a MAX FROM WALL TYPICAL FOR a MAIN AND CROSS RUNNERS S 12 WIRE HANGERS © 48" .C. USPEND FROM STRUCTURE O ABOVE EACH WAY DIAGONAL OMIT WHERE ROO 12'-0" IS ESS ° O 4 ° THAN 144 SO. FT. TYPICAL CEILING SEISMIC BRACING GRID PLAN 1)660 0 056 PROVIDE 1/2 CL SPACE BMW WALL & TILE COMPRESSION STRUT HANGER 12' -O" O.C. #12 6 GA. SPLAY WIRE BRACING IN PLANE OF EACH RUNNER. START W /IN 6' - OF WALL 6 SCALE: 1 1/2" = 1' -0" Fooddequipment that IS caned for sanitation by an American National Standards Institute (AN - accredited 576 cation pro " gram will co with the food code equipment & ute material, cons titiction and des ign repwremerit BE ADVISED TH THE N EW WA SH I NG T ON STA F CODE REQU/RESY "C /AL REFRIG TO H `FOO AT 4 9 DEGREES FAHR OR BELO !!! (DO FROM 45 DEGREES) r LOCKERS OROTHERSUITABLE ti, FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AO' OTHER POSSESSIONS. - - APPLICANT COPY DATE: 12- 24--07 JOB NO: 0734 DRAWN: CHECKED: NO�CHANGES k MADE WITHOU HEALTH DEPAR APPROVAL REVISED PER LANDLORD ,1/23/08 REVISIONS A PRE-OPENING INSPECTION BY THE KING COUP HEALTH DEPARTMENT IS REQUIRED PRIOR TO OPERA N. APPLICANT PLAN SET IS REV. Z TO FE AVAILABLE ON snr ni ; SPEC TION. 'rte REGIS' RED ARCHIYECT DAM W. HIM? STATE OF WASHINOYOO w V) IMIIIIMERMINEMBEINIMIRMESIIMEMI DAVID H I ATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 INIEINEEMINIMMINENCIESUMI EQUIPMENT PLAN, SCHED. DETAILS, FINISH SCHED. EMPEEMINEENNEMENNEMEN SHEET NUMBER OF.5 EMENIIIIMINEUNIMESSIMMEN WATER F.U. CALCULATION QN. F.U. TOTAL 3 COMP SINK 1 3 3 HAND SINK 2 2 4 MOP SINK 1 2 2 ICE MACHINE 1 1 1 SODA RACK 1 1 1 TOTAL F.U. 11 WASTE F.U. CALCULATION QN. F.U. TOTAL 3 COMP SINK 1 3 3 HAND SINK 2 2 4 MOP SINK 1 3 3 FLOOR SINK 4 2 8 FLOOR DRAIN 2 2 4 TOTAL F.U. 22 1" I.D. FROM AHU ATER LTER 1/2" 1/2 SCALE: 1/4" = 1' - 0" WATER METER 4' -O" ABOVE FLOOR TO EXISTING LANDLORD . J GREASE WASTE f LINE CONNECTED TO EXTERIOR GREASE TRAP WHICH IS PROVIDED AND 2� I ��� MAINTAINED BY LANDLORD. �� 1" I.D. TO FLOOR SINK WASTE ISO 1 -1/2" F.C.O MAY EXTEND AS WASTE OR VENT CLEANOUT TEE WALL MAN OUT DETAIL SCALE: NONE FIN, FLOG EXISTING FLOOR SLAB SCALE: NONE F.C.O 8 7/8" x 3 5/8" x 3 3/4" HIGH FUNNEL. IF SPECIFIED FLOOR GRATE MOUNT FLUSH WITH FLOOR EXISTING FLOO SLAB SCALE: NONE SCALE: NONE AIR HAMME ARRESTORS UNION T & P RELIEF VALVE (PIPE TO PAN) 4" DEE GALV PAN W/ SOLDERED JOINTS COVER FLUSH w/ FIN.FL. PLUG IF END OF LINE MOOR cLEANoUT Off% HUB OUTLET SAFETY PA 3/4" • PROVIDE DIELECTRIC FITTINGS AT WATER HEATER CONNECTIONS ADJUSTING COLLAR RISER 1/8 BEND FULL SIZE, 4" MAX. CW SUPPLY DRAIN VALVE WATER IDIAGRAM DRAIN LINE AIR GAP =2x "d" 1� 2 GAL. EXPANSION TANK (AMTROL ST -5) ATE VALVE CHECK VALVE CLEANOUT PLUG COUNTERSUNK SCREW 1/8 BEND AT END OF LINE CLEANOUT MAIN WASTE LINE SHUT OFF VALVE UNION COL CODE COLD WATER PIPING HOT WATER PIPING FILTERED WATER PIPING - INDIRECT WASTE PIPING SAN. WASTE PIPING EXIST. SAN. WASTE PIPING WASTE VENT PIPING VALVED WATER TAP •— CONNECT TO EXISTING T & P RELIEF VALVE LANDLORD NOTES ALL FOOD SERVICE AND EXCESSNE WATER USE TENANTS SHALL BE REQUIRED TO INSTALL A COLD WATER SUB-METER ASSEMBLY (REGISTERING IN GALLONS) WITH PRESSURE REGULATOR, GROUND JUMPER WIRE AND ALL FURTHER INSTALLATIONS AND CONNECTIONS, IN ACCORDANCE WITH ALL GIVEN REQUIREMENTS AT THE REAR PORTION OF THE TENANT SPACE IN A READILY ACCESSIBLE LOCATION, AT A MAXIMUM (487 ABOVE THE FINISHED FLOOR. ALL TENANTS LOCATED ABOVE (MALL LEVEL 1) SHALL INSTALL A DRIP PAN SYSTEM BELOW ALL UNDER FLOOR PIPl1G. DEDICATED 4" GREASE WASTE LINE IS AVAILABLE WHICH TERMINATES INTO A DEDICATED GREASE INTERCEPTOR OUTSIDE THE BUILDING IN THE PARKING LOT. THE GREASE WASTE LINE WILL BE INSULATED AND HAVE AN ELECTRIC HEAT TRACE FOR TEMPERATURE MAINTENANCE. POWER FOR THE ELECTRIC HEAT TRACE WILL COME FROM THE TENANTS ELECTRICAL PANEL, LANDLORD WILL PROVIDE HEAT TRACE STUBBED TO WITHIN THE DEMISED PREMISES. SEE BULLETIN 9 FOR ELECTRICAL REQUIREMENTS. TY-V. C/O . C/O SCALE: 1/4" = 1' -0" ISOMETRIC VIEW PW- � IIdG E4 DESCRIPTION/ ACCESSORIES BAG -IN BOX BEVERAGE DISPENSER ICE MACHINE 3 -COMP. SINK VEGETABLE SINK MOP BASIN WATER HEATER HAND SINK COUNTER RECESSED HAND SINK WALL MOUNTED FLOOR DRAIN FLOOR SINKS SHOCK SUPPRESSERS REDUCED PRESSURE ZONE ASSEMBLY (RPZ) SUPPLY WASTE PIPING PIPING 3/8" FW 6" P.V.C. 6" P.V.C. 1/2 FW 1/2" CW 2" 2" SEE EQUIP. SCHED. INDIRECT DRAIN TO 1/2" HW SHEET A -2 FLOOR SINK TO GREASE LINE 1/2" CW 1 -1/2" 1/2" HW 1/2" CW 1/2" HW 1 -1/4" CW IN 1 -1/4" HW OUT 1/2" CW 1/2" HW 1 /z" CW 1/2" HW 1/2" CW 1 -1/2" INDIRECT ISULATED 3/4" INDIRECT ISULATION INDIRECT 3/4" INDIRECT 1 -1/2" 2" SEE EQUIP. SCHED. SHEET A -2 1 -1/2" 2" 4" AIR GAP SEE EQUIP. SCHED. SHEET A -2 CUBER: "HOSHIZAKI" #KM -530 MAE CUBER AIR COOLED: BIN: B -500P0 A.O. SMITH # DEL -50 12 KW INPUT (2) 6 KW HTNG ELEMENTS 49 GPM @ 100° RISE RECOVERY RATE, 50 GAL CAPACITY 26 1/2" DIA 32HIGH 166 LB. SEE ELECT. FOR VOLTAGE SEE EQUIP. SCHED. SHEET A -2 SEE EQUIP. SCHED, SHEET A -2 JOSAM 30000 -S SERIES OR APPROVED EQUAL BOTTOM OUTLET WITH SUPER -FLO SQUARE NIKALOY STRAINER J05AM 49300 & 49310 SERIES. SUPER -FLO, 6" MEDIUM DEEP BODIES 8" SQUARE TOPS OR APPROVED EQUAL AMTROL DIATROLS 537 WATTS - 1/2" Bronze RPZ (009QT) OR APPROVED EQ. NOTES INSULATED INDIRECT DRAIN TO FLOOR DRAIN PROVIDE BACKFLOW PREVENTOR. INSULATED 3/4" T.D. DRAINS FROM ICE BIN & CUBER TO FLOOR DRAIN. 3/8" CONDENSATE & 1/2" I.D. FROM THE CONDENSER TO FLOOR DRAIN. MANIFOLD DRAIN LINES AS NEC. PROVIDE BACKFLOW PREVENTOR NECT TO GREASE LINE 1" I.D. DRAINS FROM PAN TO FLOOR SINK AS SHOWN UNIT TO BE SUPPLIED W/ MIXING VALVE ANCHOR TO WALL w/2 -23" x12GA.STRAPS, SEE ELEV. PROVIDE BACK FLOW PREVENTER AS SHOWN OR WHEREVER BACK SIPHONAGE IS POSSIBLE. GREASE TRAP LOAD CALCULATIONS 3 -COMP. SINK: BOWL SIZE= 12 "x24'SX18" =5184 C.I. x3 15,552 C.I. 231 C,I. /GAL. 67.33 GAL. x.75 50.49 G.P.M. 2 MIN, DRAIN TIME 25.25 G.P.M. 34 MOP SINK EQUAL TO 3 F.U.= 7.5x3 = 22.5 G.P.M. GREASE RETENTION CAPACITY REQUIRED: 47.75 G.P.M. x 2.25 LBS.= 107.43 LBS. PLUMBING EQUIP SEAL TO CABINET WITH SILCONE NOSS: (.:3 TIE-IN PLUMBING DRAIN LINES TO EXIST. 4" SANITARY WASTE LINE, CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. 1A TIE-IN PLUMBING DRAIN LINES TO EXIST. 4" GREASE WASTE LINE PROVIDED BY LANDLORD, CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. LANDLORD GREASE TRAP UNDER SEPARATE PERMIT BY LANDLORD, LANDLORD GREASE TRAP IS 6000 GALONS. 0 CONNECT VENT LINES IN CEILING SPACE. INSTALL 3" VTR IN COMPLIANCE WITH LANDLORD REQUIREMENTS. 0 (3 1 CONNECT WATER SUPPLY TO EXISTING SUPPLY LINE. CONTRACTOR TO VERIFY EXACT LOCATION IN \ "—I FIELD. 0 CONTRACTOR SHALL PROVIDE A 6" C.I. PIPE CHASE UNDER COUNTER W /SWEEPING BENDS AT EACH END & TERMINATING @ 12" A,F.F. FROM SYRUP LINES. LOCATION IS SHOWN BY DOTTED LINES ON PLUMBING WASTE DIAGRAM. 0 PROVIDE BACK FLOW PREVENTER AS SHOWN OR WHEREVER BACK SIPHONAGE IS POSSIBLE. FILTER WATER TO BE SUPPLIED TO THE ICE MACHINE AND COKE SYRUP LOCATION ONLY STUB ELBOWS ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN, 2" ON CARBONATOR AND, 2" ON DISPENSER END: TRIM ELBOWS FLOOR SLAB LENGTH AS REQUIRED SEAL FLOOR PENETRATION WITH FLEXIBLE WATER -PROOF MATERIAL TO COMPENSATE FOR PIPE EXPANSION FLOOR/CLG. ASSEMBLY APPROX.12" SIX INCH C.I. CONDUIT AND FITTINGS WITH WELDED JOINTS. USE MINIMUM QUANTITY OF FITTINGS. PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS, WITH MINIMUM 24" RADIUS. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. CUT CONCRETE FLOOR SLAB & REPAIR WATERPROOFING, PATCH SLAB PER LANDLORD'S REQUIREMENTS. GENERAL CONTRACTOR SHALL SEAL ENDS OF CONDUIT WITH FOAM AFTER SYRUP LINE IS INSTALLED IN CONDUIT. INSTALL IF NOT EXISTING SODA CO ® SCALE: 1 1 /2" = 1' -0" STRAINER, FLUSH w/ FLOOR 1/2" TRAP PRIMER SCALE: NONE C ADJUSTABLE DRAIN HEAD DRAIN BODY INSIDE CAULK PIPE * THE DOMESTIC WATER PIPING SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL CONTAMINATED WATER DOES NOT APPEAR AT THE OUTLET AND SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PPM OR CHLORINE AND ALLOWED TO STAND AS REQUIRED BY CODE BEFORE FLUSHING. THE SYSTEM SHALL BE FLUSHED COMPLETELY WITH CLEAR WATER UNTIL ALL RESIDUAL CHLORINE CONTENT IS REMOVED. CHLORINATION SHALL BE PERFORMED AFTER ALL PIPING AND FINAL CONNECTIONS AND PRESSURE TESTING HAVE BEEN COMPLETED.* SCALE: 1/4" = 1' -0" L ........_._. - ......__..J WATER ----- FILTER F/7 1 ISOMETRIC VIEW OLUMMIG SPECIFICATIONS: 1. ALL WORK UNDER THIS HEADING SHALL BE PERFORMED AND ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ALL RATINGS, CODES AND STANDARDS OR OTHER AUTHORITIES HAVING JURISDICTION. 2. ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED FOR WORK UNDER THIS HEADING SHALL BE SECURED, PERFORMED AND PAID FOR BY THIS SUBCONTRACTOR. AS A PART OF HIS CONTRACT. 3. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND FULLY EQUAL TO THE QUALITY SPECIFIED. WORK SHALL BE PERFORMED BY SKILLED MECHANICS AND WORKMANSHIP SHALL BE FIRST CLASS IN EVERY RESPECT. CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT (WHO IS EXPERIENCED IN THE WORK BEING INSTALLED UNDER THIS CONTRACT) IN CHARGE OF WORK AT ALL TIMES DURING CONSTRUCTION. 4. ALL PIPING SHALL HAVE THE MANUFACTURER'S NAME ROLLED INTO EACH LENGTH, OR SHALL OTHERWISE BE PROMINENTLY IDENTIFIED. AFTER CUTTING, ALL PIPE SHALL BE REAMED FULL BORE, AND ALL CUTTINGS, AND FOREIGN MATERIALS SHALL BE REMOVED BEFORE INSTALLATION, S. ALL SANITARY WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON, WITH H. I I INGS OF THE SAME WEIGHT AS THE PIPE, THE CONTRACTOR SHALL ENSURE THAT THE INSTALLTION OF SUCH UTILITIES DOES NOT INTERFER WITH THE MALL STRUCTURE OR THE OPERATIONS OF TENANTS BELOW. 6. ABOVE GRADE DOMESTIC WATER PIPE SHALL BE TYPE "L" SEAMLESS, HARD DRAWN COPPER TUBING AND TYPE "K" BELOW GRADE IN CONFORMANCE WITH ASTM B88 -48. FITTINGS SHALL BE WROUGHT COPPER SUITABLE FOR 200 PSI. CONNECTIONS TO DISSIMILAR MATERIALS SHALL BE MADE WITH DIELECTRIC UNIONS. JOINTS SHALL BE 95 -5 TIN ALTIMONY FOR 200 PSI. BELOW GROUND JOINTS SHALL BE BRAZED. 7. INSULATE ALL DOMESTIC WATER LINES WITH MINIMUM 1/2" FIBERGLASS INSULATION WITH AN ALL SERVICE VAPOR BARRIER JACKET WITH SEALED JOINTS. INSULATION AND JACKET SHALL HAVE A FLAME SPREAD RATING OF NOT OVER 25 W/O EVIDENCE OF CONTINUED PROGRESSIVE COMBUSTION AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50. 8. ALL FIXTURES SHALL HAVE INDIVIDUAL FIXTURE CONTROL VALVES WHICH SHALL BE CRANE, WATTS, NIBCO OR APPROVED EQUAL VALVES OF EACH TYPE, SUCH AS GATE OR GLOBE, SHALL BE THE PRODUCTS OF ONE MANUFACTURER. VALVES SHALL BEAR THE NAME OR TRADEMARK OF THE MANUFACTURER AND THE WORKING PRESSURE CAST OR STAMPED ON THE VALVE BODY. MIN. 125 PSI. ALL VALVES SHALL BE ACCESSIBLE FOR EASE OF OPERATION, 9. PROVIDE DIELECTRIC FITTINGS BETWEEN PIPING OF DISSIMILAR METALS AND AT WATER HEATER CONNECTIONS. 10. PROVIDE 1/2" THICK FLEXIBLE UNICELLULAR FIRE RETARDANT INSULATION ON EXPOSED LAVATORY TRAP AND EXPOSED HOT AND COLD WATER SUPPLY AND ANY MISCELLANEOUS PIPING SUCH AS CONDENSATE PIPING. ALL JOINTS SHALL BE INSULATED AND SEALED WITH VAPOR BARRIER CEMENT. 11. ALL PIPING, PIPE HANGERS, CLAMPS, SUPPORTS, ETC. SHALL BE FASTENED TO JOISTS OR BEAMS. WHERE PIPING IS SUSPENDED FROM STEEL JOISTS, THE CONNECTION SHALL BE MADE AT THE TOP CHORD OF JOIST. PIPE SUPPORTS SHALL BE SPACED MO MORE THAN 10 FEET APART. NOTHING SHALL BE ATTACHED DIRECTLY TO THE DECK, CEILING SYSTEM OR DUCT WORK ABOVE. 12. HANGERS SHALL NOT PIERCE PIPING INSULATION VAPOR BARRIER. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE DONE TO THE FIRE PROOFED STRUCTURAL STEEL SERVING THE FIRST FLOOR. 14, ALL HANGERS, RODS, BEAM CLAMPS ETC. EXPOSED TO PUBLIC VIEW SHALL BE PAINTED TO MATCH ADJACENT FINISHES AND BE MANUFACTURED BY F&M, GRINNEL, OR CENTRAL FOUNDRY. 15, THE CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT SPACE (AND THROUGH THE ROOF) ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE WATER LEAKAGE AND /OR DAMAGE. ANY DAMAGE CAUSED FROM FAILURE TO DO SO SHALL BE A CONTRACTOR'S SOLE RISK AND EXPENSE. ALL ROOF AND SLAB PENETRATIONS MADE BY THE CONTRACTOR ARE SUBJECT TO L.L. APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS, ALL PENETRATIONS IN ROOF AND CEILING SHALL BE FIRE CAULKED. 16. PROVIDE CAST BRASS OR CHROME ESCUTCHEONS WITH SET SCREW DEEP TYPE, TO COVER SLEEVES OR OF A SIZE TO COVER FITTING PROJECTIONS, PROVIDE ESCUTCHEONS FOR ALL EXPOSED PIPING THROUGH WALLS, FLOORS, AND EXPOSED CEILINGS. 17. THE CONTRACTOR SHALL CORE DRILL EXISTING FLOOR SLAB AS REQUIRED FOR INSTALLATION OF UNDERSLAB UTILITIES. CONTRACTOR MUST COORDINATE ALL INSTALLATION OF BELOW -SLAB SERVICES WITH L.L. ALL MODIFICTIONS TO THE SLAB SHALL BE REPAIRED BY APPROVED L.L. METHODS THAT MEET OR EXCEED THE ORIGINAL SLAB DESIGN INCLUDING WATERPROOFING. THE CONTRACTOR SHALL PROPERLY SLEEVE AND SEAL ALL PENETRATIONS TO COMPLY WITH L.L AND CODE REQ.'S. 18. ALL UTILITIES NOT RE -USED SHALL BE CAPPED -OFF AND REMOVED. DISPOSAL SHALL BE PER L,L, APPROVED METHOD(S). NO UTILITES SHALL BE ABANDONED IN PLACE. 19. CO ORDINATE ALL PENETRATIONS FLOOR, DRAINS /SINKS W/ WATERPROOFING OF SLAB DATE: 12-24-07 JOB NO: 0734 DRAWN: CHECKED: EMENSUBINNIENIII REVISIONS /1\ REVISED PER LANDLROD 1/23/08 REVISED PER BUILDING AND HEALTH DEPT. 3/5/08 DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 ENNIMENSIMINIERMINEEMINE •tr. i, REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON, IESIMEMINE PLUMBING WATER AND WASTE PLANS AND ISOMETRICS EMIZEnnininiMEEMENEM SHEET NUMBER 1 OF-2 IMMIESEMINISIMMENNEMENN