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Home My WebLink AboutPermit D08-311 - IHOP - TENANT IMPROVEMENTIHOP 17250 SOUTHCENTER PY D08 -311 Design Occupant Load: 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://wwwatukwila.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 -311 Occupant /Tenant: IHOP Building Address: 17250 SOUTHCENTER PY, SUITE NO. 104 Parcel No.: 2623049117 Property Owner: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA 98006 Use: RESTAURANT Occupancy Group/Division: A -2 Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y 161 Pr./" dei BUILDING OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: City if Tukwila 2623049117 17250 SOUTHCENTER PY TUKW IHOP RESTAURANT 17250 SOUTHCENTER PY , TUKWILA WA WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA 98006 Contact Person: Name: DANIEL BOWERS Address: 3030 N 14 ST, #115 , PHOENIX AZ 85014 Phone: 602 - 330 -4912 Contractor: Name: STRAIGHTLINE BUILDERS INC Address: PO BOX 1812 , FLAGSTAFF AZ 86002 Phone: 928 - 779 -5737 Contractor License No: STRAIBI928BU Value of Construction: Type of Fire Protection: Type of Construction: 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.ci.tukwila.wa.us $700,000.00 SPRINKLERS /AFA VB DEVELOPMENT PERMIT * *continued on next page ** D08 -311 Permit Number: Issue Date: Permit Expires On: Expiration Date: 02/11/2010 D08 -311 07/22/2008 01/18/2009 DESCRIPTION OF WORK: NEW TENANT IMPROVEMENTS TO EXISTING VACANT SHELL SPACE TO CONSTRUCT NEW IHOP RESTAURANT. Fees Collected: International Building Code Edition: Occupancy per IBC: $8,832.00 2006 0 Printed: 07 -22 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature. I hereby certify that I have read and governing this work will be complie The granting of this permit does not pre construction o th��ormanc0,of work. Signature: Print Name: doc: IBC -10/06 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 Volumes: Cut 0 c.y. Start Time: End Time: Private: Profit: N Private: �A ►U v lv k nn Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End 'lime: Fill 0 c.y. Public: Non - Profit: N Public: Date: n11 DO8 -311 07/22/2008 01/18/2009 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit. Date: n - �� ^ da This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -311 Printed: 07 -22 -2008 Parcel No.: 2623049117 Address: Suite No: Tenant: IHOP RESTAURANT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17250 SOUTHCENTER PY TUKW PERMIT CONDITIONS • Permit Number: Status: Applied Date: Issue Date: D08 -311 ISSUED 06/04/2008 07/22/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire- resistance design as designated in the approved construction documents. 11: 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. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: Cond -10/06 008 -311 Printed: 07 -22 -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 • 15: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 16: 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. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 19: 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. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: Maintain fire extinguisher coverage throughout. 23: 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) 24: 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) 25: 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) 26: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 27: 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) 28: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 29: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) doc: Cond -10/06 D08 -311 Printed: 07 -22 -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 • 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: 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) 32: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 33: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 34: 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) 35: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 36: Fire doors shall be maintained in operative condition at all times, including complete closure and latching of the assembly. (IFC 1019.1.1) 37: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 38: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 39: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 40: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 41: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 42: 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) doc: Cond -10/06 D08 -311 Printed: 07 -22 -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 • 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: 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) 45: 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) 46: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 47: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 48: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 49: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 50: Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (IBC 708.1(4)) (IBC 1016.1 Table 1016.1)) 51: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 52: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire- extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 53: Automatic fire - extinguishing systems shall be serviced at least every 6 months and after activation of the system. Inspection shall be by qualified individuals, and a certificate of inspection shall be forwarded to the fire code official upon completion. (IFC 904.11.6.4) 54: Hoods, grease removal devices, fans, ducts and other appurtenances shall be cleaned at intervals necessary to prevent the accumulation of grease. Cleanings shall be recorded, and records shall state the extent, time and date of cleaning. Such records shall be maintained on the premises. (WC 904.11.6.3) 55: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (ffC 904.11.5) 56: All new automatic fire- extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 57: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: Cond -10/06 D08 -311 Printed: 07 -22 -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 58: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does such condition or violation. 59: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D08 -311 not imply approval of Prevention Bureau at Printed: 07 -22 -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. Signature: `- $ \'• Date: -) - a- 4 - - 0 1 \,. \ ,%,J N o w L, C.o1 t v Print Name: doc: Cond -10/06 D08 -311 ordinances governing or local laws regulating Printed: 07 -22 -2008 CeA CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us SITE LOCATION King Co Assessor's Tax No.: UO104 l Site Address: /7 50 50U CE/4T�62 t�/42�CWNY Suite Number: c5•�Q Floor: Tenant Name: -Z /4 0 P IZESTA( 2414 New Tenant: ig Yes ❑ ..No Property Owners Name: SJ (LI P/ZOf'tr¢ Tl E5, L.. L.C. Mailing Address: 1,8 - 1 3'/ rµ PLACA G. BiE LLEC VLI Name: DANIEL E0W$ES 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 ** Mailing Address:30 30 ICI. 1 f N ST /1J E -Mail Address: PAN/LS/4as PAN/LS/4a a AOL . COM Company Name:sr /4t#TL /NE Su I Lo6t5, //.. Company Name: RANI 4 R04P 1, Q4- /TEGTS PL.L. C Mailing Address:3030 LJ I tt !!b Contact Person: PAN 1 EL 1301040gS E -Mail Address: DAML- 2)1A1/15 AO/. Calf Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised 9-2006 bh ss �lrP i s fir, tnn cs4i LL) S 1 ''e rivN . Building Permit No. ('e' " ' Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. Fot•-oko (For office use only) . City City / State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 61007-330 - Y 9J 2 PH0EN /. Az 85o/'1 City State Zip Fax Number: ($042- 07(oCo / 137 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: 1451 /d • id EIZS177 AVE . FLAC4STAf1 AZ 84000 State Zip Day Telephone: 9Z8.779 • 5737 Contact Person:77AV /S kN1O E -Mail Address:TRAV I S e Snags /ITL/1Jt B4I LDEIZ5 . Cp1" Fax Number: cI ZS • 7 *7 • Q54. / Contractor Registration Number: GC.Oj 6T/441/3/q7.2) /34 Expiration Date: 02 - /l - 2 e / b ?e30067 Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Az 8 - o/ City State Zip Day Telephone: (00 eZ • 330 • e/ vZ Fax Number: 670 a• o?(P l V 3 7 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: /N1 L S f} ENC Xt Eg , 1 0M5 E4EC7 1 CRL Mailing Address:5 6. L /eir^ /1 T-MPF Az 85213! City Contact Person:/<ELLEM 5/r1/774 D. r i!Y/�•11. Day Telephone : 11 . 86 .7 61 /4 5 /yto•9 E -Mail Address: K Sin 1 n4 •k./4Ls» C0h7 Fax Number: 1 030 'q(/(17'62. %7(e Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ sOO, ( Existing Building Valuation: $ g , 5 Milt /oA.l Scope of Work (please provide detailed information):NEW INTE¢/OLTEN4MT 1MpROUEMAMTS Tt) E7-1Sf7Agt % ACA/4r SHELL. SPACE 1D cONSreucr mew ZHoP IgjSTA44g : /avPnoUEinlNr MEc»4!ltcAL1 P[.UmBIA14,ELECD121 9L FIXESPf(MkLe7P, FIRE AU4Rm stSrms; /N?Et/oo FMIssas a 'i7LTUPl_) Will there be new rack storage? ❑ Yes K , 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): /4 JA Floor area of principal dwelling: / 4/1- Floor area of accessory dwelling: p4 J4 *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 PROTECTIONMAZARDOUS MATERIALS: Ef Sprinklers a Automatic Fire Alarm 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 8-1/2" x I I "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 14 A ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fomss- Applications On Line U-2006 - Permit Application.doc Revised: 9-2006 bh ❑ None g Other (specify) _ __ N00175 �XP$5 c Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor l ibe 141 Al/A NiA 3,62CP Ml b. N/A Vb A•2 > ----IA. 2" Floor 1 3rd Floor Floors thru I iv /A —> Basement N/A —.0 Accessory Structure* Attached Garage ` Detached Garage 1 Attached Carport iLVA - — t Detached Carport N /r} -. Covered Deck Uncovered Deck '.: iM l _--- BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ sOO, ( Existing Building Valuation: $ g , 5 Milt /oA.l Scope of Work (please provide detailed information):NEW INTE¢/OLTEN4MT 1MpROUEMAMTS Tt) E7-1Sf7Agt % ACA/4r SHELL. SPACE 1D cONSreucr mew ZHoP IgjSTA44g : /avPnoUEinlNr MEc»4!ltcAL1 P[.UmBIA14,ELECD121 9L FIXESPf(MkLe7P, FIRE AU4Rm stSrms; /N?Et/oo FMIssas a 'i7LTUPl_) Will there be new rack storage? ❑ Yes K , 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): /4 JA Floor area of principal dwelling: / 4/1- Floor area of accessory dwelling: p4 J4 *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 PROTECTIONMAZARDOUS MATERIALS: Ef Sprinklers a Automatic Fire Alarm 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 8-1/2" x I I "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 14 A ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fomss- Applications On Line U-2006 - Permit Application.doc Revised: 9-2006 bh ❑ None g Other (specify) _ __ N00175 �XP$5 c Page 2 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 13E TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A HORIZED AGENT: Signature; Print Name: 6014e25 Mailing Address:SOSO /V • 1 t ?sr 44 115 Q:\Applications\Fonns- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh • Date: Day Telephone: CoOa -330- yq / Z PffOEN 1Y. Az 850 14 1 City State Zip Date Application Accepted: Date Application Expires: I .- Li-v8 Staff Initial 1 Page 6 of 6 Receipt No.: R08 -02685 Initials: JEM User ID: 1165 Payee: KHUAV ENTERPRISES INC. ACCOUNT ITEM LIST: Description 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.citukwila.wa.us RECEIPT Parcel No.: 2623049117 Permit Number: D08 -311 Address: 17250 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 06/04/2008 Applicant: IHOP RESTAURANT Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8314 5,354.50 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Payment Amount: $5,354.50 Payment Date: 07/22/2008 09:44 AM Balance: $0.00 5,350.00 4.50 Total: $5,354.50 5169 07/22 9710 TOTAL 5354.50 doc: Receipt -06 Printed: 07 -22 -2008 Payee: WIG PROPERTIES LLC 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 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 2623049117 Permit Number: D08 -311 Address: 17250 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 06/04/2008 Applicant: IHOP RESTAURANT Issue Date: Receipt No.: R08 -01940 Payment Amount: $3,477.50 Initials: BLH Payment Date: 06/04/2008 12:17 PM User ID: ADMIN Balance: $5,354.50 Payment Check 3098 3,477.50 Account Code Current Pmts 000/345.830 3,477.50 Total: $3,477.50 3238 06/04 9711 TOTAL 3477.50 doc: Receipt -06 Printed: 06-04 -2008 Pro' t: Type of Inspection: Address: _ ate Called: Special`Ir / ructions: Date Wanted: q -. 7 c . o ff, ,ar ( p.m. Requester: Phone No: Ez, 7 - E.. - Co C -# INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 '--- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. , Corrections required prior to approval. 9 COMMENTS: Inspect f: (Date: (` 2 1 _ /- r7 $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: Type of f pection on. ( 5v)/ . C G 1 I-t 6p 4 S I__1 /0 11 Al ) d GC. J c L (. -rvr 'ra 4 _ L 4� _j, n� -- 1.14 .4 - 1`l -■ 4, _ RAJ .c ; 3 1 s e ,i, c_,k ,, e e___ek I A , r 0 .i ( i b Special Instructions: • A m. e C (.a 1-e &Jf l4_/11 ft \ Date anted: i i)40 p> di-t. ,-p //U AY ?,/ r • Phone No: 2,P // / 6 . �Jg l ij D lU- ,, ` J^ A-((5 .',,,1 z ,eisi.,-, a A S E. I -e- r; n dtkJ v 1 G44 Y?T J � r ,, ( / Pro Type of f pection on. ( 5v)/ . C G 1 I-t 6p Address: 1 Sd\Afk Date Called: P L A_ Special Instructions: • 4. Date anted: 3_0 p.m. Requester: Phone No: 2,P // / 6 . �Jg l ij INSPECTION NO. INSPECTION RECORD Retain a copy with permit DA -3 ? 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. orr� s required prior to approval. / O Inspegtor: )Ay (Date: . • El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: I� Type of Inspection: Address: / 1 s.(• P 1:44/ A Date Called: Special Instructions: / pate Wanted: i � j`��;- v r a.m. �:�, Requester: Phone No: D0cY —31r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Inspec Date: 9 - /6 J , t/ ❑ $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: ©A p p roved per applicable codes. Corrections required prior to approval. c9:„. COMMENTS: 0 ! - -rd �- T ' LJJ ) f k' i / SLI +ll F c R 0 . I I cl,r fi ( .i1. r I / y Address: t 7 L5v _S.C. / ^ pv th #r ApPrzlUA& Date Calle Special Instructions: / Date Wanted:5 J n ' dr „Pi Project: li it,) Type of Inspection: SuS CG 1 Address: t 7 L5v _S.C. / ^ / Date Calle Special Instructions: / Date Wanted:5 J n ' dr „Pi p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit 606 3 i PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 INSPECTION NO. 0 Approved per applicable codes. ❑ Corrections required prior to approval. Inspect Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: ,,.,0 ki 6—k:A / 4 ) Sri .. i\ -/Ceef e.-4) lei ? � A I C . - k..-0 ,U(4 L.vJ -P1 7ie ,9 X- (e (7/, c -4 (LJ 6-4( a (,- i -_ 7) .5 J/ k e 1 t r .k )vt Is de. ,N - 7 _ 41c 41cl r (( _eA c� v't`' -It ii) , r, r c cam. /la C�_.tt r .-�.1 J -(/ ( ,vr 11 .e_ ),\ co 1 r . 6 Ai L.J As c 1 ewes A. /NO I LA-J ( s / 1,=. ( . . , / , / r .. -r V • i A. ----" 7 OS Y '--1 &J / k-e rf. nrr ,OATS" L . h Project _ �t�p of Inspection: Ty pe 1u _i 1 9 ex ek (r. , . 4 y Address: 1 7 7J S. c. 1 i.�..�. Date Called-. ,---, Special Instructions: ate Wanted: a:m. C.� - caK .m. Requester: Phone No: SS b ' o ! • / 92X l INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (W-31( PERMIT NO. P (206)431 -36 0 Approved per applicable codes. orrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspec or: 'Date: Receipt No.: 'Date: COMMENTS: . Address: / 7237 Se�l1lxrf Adb/ D e Called: P I Fi) Avwis1 -- Ap p Requester: Phone No: maize -G'iy •., e 1'/qv ( V i a A / , ` .1 Project: Ty f Address: / 7237 Se�l1lxrf Adb/ D e Called: P Spe Instructions: . Date "Wa ted: G / l ^ °C4tf awn p.m. Requester: Phone No: maize -G'iy ize--? INSPECTION RECORD Retain a copy with permit INSPECTIOWNO. CITY OF TUKWILA BUILD! DIVISION 6300 Southcenter Blvd., #100, Tukwila, A 98188 PERMIT NO. (206)431 - 36 r pproved per applicable codes. Corrections required prior to approval. tor: 60.00 REINSPECTIO FEE I QUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R'ceipt No.: Dat Date: :_:• Wiz: _- ..Y -�:-s �. vim. COMMENTS: A f�c t f d f Al Type Inspection: ( 2 ) c_- aI ( L J A ,- ) ( t - e - - 1 - S ? 4 r ,4Te 4 - c ( A e ,c /� Special Instructions: • i J - 4 .- LP 43 r - t ' .( . , D V T - ,) .,.' . Lr ---,_ Requester: ONA C (c . r. r - ( a r\I e C- Phone No: ' t . ■ i A Project: __t_ j k Type Inspection: Address: p r`1� 19 2_ rO - c . [ .fir J Date Called: i /� Special Instructions: • Date Wanted: g S� / a -m `p.m. Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. (Date: � v er El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe tor: Receipt No.: 'Date: Proje f , Type of Inspection: Address: /72 50 Srnrttilf . Pt( Date Called: _— Special Instructions: Date Wanted: g — //— a'F>fi p.m. Requester: Phone No c/2..6 -6s6 - y INSPECTION RECORD Retain a copy with permit _ _ _ INSPECTION NO. CITY OF TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: � �T. a/4 //s - /4PRcagJ /A/74S gel ray tiOpeV ?S soP '75 f$ L i v5 Date, 61.00 REINSPECTION FE REQUIRED rior to inspection, fee must be p- d at 6300 Southcenter B d., Suit 00. Call to schedule reinspection. R • pt No.: !Date: COMMENTS: Sprinklers: Type of Inspection: 'tu. A 4l•4rr 4 4 4 Address: /725 0 Suite #: J ' t w7 Contact Person: ■44.• Sc < r 0 14 c-r; V_ vie. Occupancy Type: Phone No 2$3- Sz L /Pt 0 1 C.-3 54't it $ cut /c'ese r, ,a - A, 3S4 8 1 , 1 0 4 ♦ j ' F . I ."41. vI - # .p/..; ' k IP 13 a 44e r y 4 S( ✓ ,rs it r c' eV< , .9 4 �d'�1 ,4h . "f - - 4. 4H r l o /C 4 x/0..0 . 4101 N�-L- f"- ; LL / 7 14 :I4 f 4 Sr`Ci.I c'14 9 4 5A ti - 111,014,-1 1 d /U. Put s d Project: 1 flier° Sprinklers: Type of Inspection: 'tu. A 4l•4rr 4 4 4 Address: /725 0 Suite #: J ' t w7 Contact Person: ■44.• Sc < r Special Instructions: Occupancy Type: Phone No 2$3- Sz L /Pt Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fine: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Forrn.Doc CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 0o8- 31 f PERMIT NUMBERS 206 -575 -4407 Corrections required prior to approval. Inspector: 50 5/ Date: Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Project: "'/1 Sprinklers: Type of Inspection: Hood & Duct: -- Address: 17 2 0 Suite #: /coy 5C PK 4i y Contact Person: Special Instructions: Phone No.: 2(3 31 2 . G 7 1 Needs Shift `Ins pection: Sprinklers: Fire Alarm: ' \. , Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: PERMIT NUMBERS INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Approved per applicable codes. COMMENTS: Inspector: 5 Date: gft:3/ Hrs.: $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 INSPECTION RECORD Retain a copy with permit • Corrections required prior to approval. Project: --- ion: Type of Inspection: 471 er.F . r i Address: I -7 z 0- Suite #: ` Joy c if r , Contact Person: .. Special Instructions: Phone No.: Needs Shift Insi ion: Sprinklers: Fire Alarm: '., Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT V PERMIT NUMBERS F - 1 Corrections required prior to approval. COMMENTS: Inspector: Date :e,Go Mrs.. n $80.00 -RE�INSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwi a•Finance Department. Cali to .schedule a reinspection. Word /Inspection Record Form.Doc Project: yo , Type of Inspection: 4,i, '14 L f,, .. >' Address: 17 2 .5 Suite #: 5C 6 K Contact `Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 EI Approved per applicable codes. CITY OF TUKWILA FIRE DEPARTMENT c,k- 3// � - F-''11y C -t/Z T PERMIT NUMBERS Corrections required prior to approval. COMMENTS: 5tti r� Jcr' GIB a<< Sy-. ANdif 4-1 _ &ic le rsve 57 &, hr 64,1 l /d i fr 5 ,C.6 s,a L Inspector: Hirs�: $80.00 -R INSPEC' I N FEE REQUIRED. You will receive an invoice from e City of Tukwi Finahce ent. Call to hedule a reinspection. Word /Inspection Record Form.Doc T.F.D. Form F.P. 113 Project : .. -- -t -/-fop Sprinklers: Type of Inspection: �.. s , e� Address: / ? ?. 5 Suite #• la 5 c- eY Contact Person: P4 7 le. (, fry Special Instructions: Occupancy Type: Phone No.: 0.3 -3/ -o ?Y Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY DF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 CA =S- gr. $- 3! ! Corrections required prior to approval. COMMENTS: Add 5 , k /J -tt7 +mot. -to *4 -4 Q-f Inspector: Date: rs.. n $80.00 REINSPECTION FEE REQUIRED. You wilt receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Needs,; hift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Type of Inspection Sec ‘wIttAT Project: 1 IA0? Address: 11163 ,C, Suite #: Jo - Special Instructions: Coptact Person: Phone No.: COMMENTS: .�y -'R -' 1 L A - 044 110 pector• Approved per applicable codes. VOW 12- INSPECTION RECORD Retain a copy with permit Date: g )13 E r, PERMIT NUMBERS Corrections required prior to approval. $8.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. • Word /Inspection Record Form.Dbc T.F.D. Form F.P. 113 Food Establishment Inspection Report F • �9< Busin Addr ame: General Health Record ID 111111111111111111 R 1 OE3SETWAT NS tmd CORRECTION AC 1 N Item omments PMf .0078.3 (l9ev.11 /07) r s.9 Violation cited in this area must PIE City Date A :rr;x l d7 1 - -4 pf corrected with the Employees must have a valid food worker's card within 14 days of hire. Please call 206- 296 -4791 for more information. / z r l i Operator: Time in a specified. P cf F eats heckouts Phone: " ` Office Time Activity Time m : m 0 a 5 Page ATTENTION We only approve your application fora permanent food service establishment from the Department of Public Health Seattle & Xing County. Other permits and inspections may be required by other agencies. Operating this establishment without these permits and inspections may result in legal action by the appropriate agencies. Points Based on an inspection this day, the above items are violations, which must rrected in the time specified by the health officer. A food establishment permit may be suspended without warring, notice or hearing if the requirements of the food code andlor directives of the health officer are not met or if violations are not corrected in the time stated in this report.The 'nit wit be suspended if an imminent hazard exists or there are 90 or more red critical points or lt there am 120 or More total points The health officer will provide an opportuney for an appeal on the validity of a suspension or the findings of an inspection report 6 a written requests fi>ed with the health officer within ten (10) days of the suspension or hapection.The filing of an appeal does not stay the effectiveness of a suspension. The completed Inspection fo'r'm is a outdo document that must be made available to any person who requests it under the provision of the Public Disclosure Act (42.17.260 RCW). 444 Public Health Seattle & King Coun of Travel Time m Service 1280 Scheduled 1290 Return 126 0 Fid PI Rvw 130:Complaint 1330 Illness / Inj. 1340 Permit Inv. 1360Field Educ. 127 ?)e•Operat. 1060 HAccP 0 Results 01 0 Satisfact 02 0 Unsatisfact. 03 ,J2Compiete 04 0 Incomplete 0 Action 04 :Suspend 07 ,.:Approved 10 0 Disapprv'd 26 0 Fol/up Rq'd 0 Trans Fat 7110 Early 08 7124.QEarly 09 71300 May 2008 71400 Feb 2009 7150 0 Documnts Menu La . - 7200 ► +Iles 7210 0 EarlyAdopt 72200 Five Items 7230 0 Advisory 7240 0 Menu Bd 7250 0 Pt of Order 72600 Equivalent 72700 Accuracy Blue Points Red Critical Points Total Pointe Person in Charge (Printed Name) lkv i i 1 or June 19, 2008 Daniel Bowers 3030 North 14 Street, #115 Phoenix, AZ 85014 RE: CORRECTION LETTER #1 Development Application Number D08 -311 IHOP —17250 Southcenter Py, Suite 104 Dear Mr. Bowers: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Moira Bradshaw at 206 431 -3651 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl File No. D08 -311 ig • P:\Permit Center \Correction Letters\2008\D08 -311 Correction Ltr #1.DOC wer Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Interdepartmental Memorandum To: Permit Division From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 10 June 2008 Subject: D08 -311 I -Hop 17100 Southcenter PY #104 Please provide a detailed elevation of northeast curved face showing finishes, materials and dimensions. Please call or email me with any questions. Moira Carr Bradshaw 206 431 3651; mbradshaw @ci.tukwila.wa.us \\ Tuk2 \vol3 \HOME\MOIRA \penneys\D08 -311 Ihop.doc • • 1 Interdepartmental Memorandum To: Permit Division From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 10 June 2008 Subject: D08 -311 I -Hop 17100 Southcenter PY #104 \ \Tuk2 \vo13\ HOME \MOIRA \penneys\D08 -311 Ihop.doc • • Please provide a detailed elevation of northeast curved face showing finishes, materials and dimensions. Please call or email me with any questions. Moira Carr Bradshaw 206 431 3651; mbradshaw @ci.tukwila.wa.us 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 May 5, 2008 Daniel Bowers RAM Group Architects, PLLC 3030 N 1le St #115 Phoenix, AZ 85014 • RE: PLANS AND SPECIFICATIONS FOR: IHOP Restaurant at 17250 Southcenter Pkwy Ste 104, Tukwila, WA 98188 SR1158952 PIE 6723 (Risk 3; 51 -150 seats) Dear Mr. Bowers: • Public Health 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 (SRI158952). 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: Restaurant Capital & Development Group � OF TU K`M � JUN 0 4 2009 PERMIT CEN7Ef pOS DEPARTMENTS: Building Division Public Works Complete TUESITHURS ROUTING: Please Route Documents/routing stip.doc 2 -28 -02 * PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -311 DATE: 07 -14 -08 PROJECT NAME: IHOP SITE ADDRESS: 17250 SOUTHCENTER PY SUITE 104 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ P ez �- Log I nn ng D ivision ❑ Permit Coordinator DUE DATE: 07 -17 -08 DATE: Not Applicable Comments: Permit Center Use Only: • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments:determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 08 -14 -08 Not Approved (attach comments) n Permit Center Use ;Only' ' CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -311 DATE: 06 -04 -08 PROJECT NAME: IHOP RESTAURANT SITE ADDRESS: X Original Plan Submittal Response to Correction Letter # 17250 SOUTHCENTERPY, STE 104 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS; S; vision P blic Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Cent& Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 r PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP 0100 v Vv Fire Prev tion Incomplete n Structural Review Required DATE: DATE: 448,p d �j (o -(O- O Planning Division ki Permit Coordinator DUE DATE: 06-5-08 Not Applicable E No further Review Required DUE DATE: 07-03-08 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Centel Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: REVISION - SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: — 1 - tb — Zoo g • 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 Project Name: IHOP Plan ChecWPermit Number: D08-311 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: 17250 Southcenter Py, Suite 104 Contact Person: Daniel Bowers Phone Number: Summary of Revision: C A 7 ATV);;, SWEET' X31 In (.l AP) F ( N 1 1 - - . 1 7 1 (\Q 14140 E p L z t (\f2' F , L 4 . V A T t o ids A - 5 lZ u 1112 711 t.v.t1 LAG. Sheet Number(s): 3 t h RECEIVED PERMIT CENTER "Cloud" or highlight all areas of revision includin; date o r vision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 7 ` \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 MERCHANTS BONDING CO (MUTUAL) AZ404302 09/18/2007 Until Cancelled $12,000.00 01/28/2008 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 CNA 209492533907/09 /200807/09/2009 $1,000,000.0007 /18/2008 1 LANDMARK AMERICAN INS CO LHA131854 07/09/200707/09 /2008 $1,000,000.0002 /11/2008 Name Role Effective Date Expiration Date MUSCARELLA, PETE PRESIDENT 01/31/2008 Untitled Page • • 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. STRAIGHTLINE BUILDERS INC Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company STRAIGHTLINE BUILDERS INC 9287795737 PO BOX 1812 FLAGSTAFF AZ 86002 OUT OF STATE CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 602794467 ACTIVE STRAIBI928BU CONSTRUCTION CONTRACTOR 2/11/2008 2/11/2010 GENERAL UNUSED Business Owner Information Bond Information Insurance Information https:// fortress .wa.gov /lni/bbip/Detail. aspx ?License= STRAIBI928BU Page 1 of 1 07/22/2008 APPLI SEAL: REGISTERED C.. ITECT NO_ -- o LU REVISION /ISSUE DATE PRIMO' NUMBER: 3083 ihap soulhcenfer Tukwila wo DATE I DRAWN BY: 03 -21 -2005 SHEET TITLE COVER SH[[J SHEET NUMBER: A0.0 CITY SUBMITTAL RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 PY l i N T E R I ®R TENANT IMPROVEMENTS DRAWINGSHENX A0.0 COVER SHEET A0,1 PLAN SYMBOL AND ABBREVIATIONS. A0.2 ANSI A117.1 STANDARD DETAILS ACCESSIBILITY REQU[REMENT5 ARCHITECTURAL A1.0 DEVELOPMENT SITE REFERENCE PLAN - T,I. LOCATION A2.0 T.I, EGRESS - EXITING ACCESSIBILITY PLAN A2.1 T.I. FLOOR PLAN A2.2 T.I. FLOOR FINISH AND RAISED CURB LAYOUT PLAN A2,3 T.I. REFLECTED CEILING PLAN A2,4 T.I. ARCHITECTURAL ROOF PLAN A2,5 T.I. RACEWAY, CONDUIT, REFRIGERATION AND WALL BACKING PLAN A2,6 INTERIOR T.I. FINISH SCHEDULE A2,7 INTERIOR T.I. DOOR, HARDWARE, AND WINDOW STOREFRONT SCHEDULES A3,O EXTERIOR ELEVATIONS - REFERENCE USE FOR SIGNS AND DOOR 0 � LOCATIONS A3,1 INTERIOR ELEVATIONS /SECTIONS LAYOUT PLAN A3.2 INTERIOR ELEVATIONS /BUILDING SECTIONS "A " - "B" A3,3 INTERIOR ELEVATIONS /BUILDING SECTIONS "CI-"D" A5,4 INTERIOR ELEVATIONS /BUILDING SECTIONS "E "- "F° A3.5 INTERIOR ELEVATIONS /BUILDING SECTIONS G " - "H A3,6 INTERIOR ELEVATIONS /BUILDING SECTIONS "I " -"J" SUEJEOT TO ORDINAN " A3A3,8 ,7 INTERIOR ELEVATIONS /BUILDING SECTIONS "K " L" EXHAUST HOOD SECTION AND DETAILS MA A3.9 EXHAUST HOOD SECTION AND DETAILS -p �� A40 ENLARGED RESTROOM PLANS AND DETAILS ac." h H alter A5,0 WALL PARTITIONS ��.•►► . I C a A51 WALL PARTITIONS ,� � F T_ .- , ° -te 1 A5.2 U,L, RATED LISTED ASSEMBLIES Z3 � Z- A ARCHITECTURAL DETAILS , '. ��¢ A6,2 ARCHITECTURAL DETAILS�I� � � ) A6.3 ARCHITECTURAL DETAILS R,A , �� : i �T 1(y� ( �' � r� ARCHITECTURAL DETAILS MECHANICAL O � AT C L+'). 4 � C TIM M -1 MECH SEPCIFICATIONS { W °. ',;LL °,m >a r s V . W ., �,:. M - MECHANICAL DISTRIBUTION PLAN M-1A MECHANICAL EQUIPMENT SCHEDULES' ' ^; M -3 MECHANICAL ROOF PLAN M -4 MECHANICAL SPECIFICATIONS,, AIR DISTRIBUTION, AIR BALANCE M -5 MECHANICAL DETAILS PLUMBING i I J� / _ S sTAuRAN SOUTIACENTER UA R-E 13UILD1NG "S" - SUITE 104 1 7250 SOUTHCENTER PKWY. �'°'w �1= =e� `1 STC)R�E NEB_ , TUKWILA, WASHINGTON 98188 � PROJECT TEAM PROJECT DMA ARCHITECT: RAM GROUP ARCHITECTS, LLC, RICHARD A, MISKIEL, NCARB, PRINCIPAL DANIEL BOWERS-DESIGNER 919 EAST HARWELL BOWERS-DE ROAD PHOENIX, ARIZONA 85042 PHONE: 602.266.7333 EXT. 120 FAX: 602.266 -1473 OWNER: RESTAURANT AND CAPITAL DEVELOPMENT GROUP, L.L.C. ADDRESS: 4131 N 361h St Phoenix AZ 85018 (602) 852 -0555 S p.E C I I C CONDITIONS- G-E N-E RA L NOT-ES- . P -1 PLUMBING LEGEND, NOTES AND SCHEDULES P -1A PLUMBING SPECIFICATIONS. . . ALL WORK SHALL COMPLY WITH TUKWILA RULER AND AMENDMENTS AND ANY FEDERAL RULES AND REGULATIONS WHICHEVER IS MORE STRINGENT. 2, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCY ON THE PLANS AND DO NOT PROCEED WITH THAT PORTION OF WORK UNTIL THE DISCREPANCY IS CORRECTED. 3. PRIOR TO START OF FRAMING: GENERAL CONTRACTOR SHALL VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT SPECIFICALLY DETAILED IN THESE CONSTRUCTION DOCUMENTS. 4, IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO COORDINATE, LOCATE AND CONFIRM ALL UNDER GROUND PLUMBING AND ELECTRICAL INFORMATION. 5. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR, HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS WHICH ARE NOT IMPLIED, 6, COMBUSTIBLE (PLASTIC) PIPING SHALL NOT BE USED IN FIRE RESISTANT CONSTRUCTION, 7, ALL FOOD SERVICE EQUIPMENT SHALL BE COMMERCIAL GRADE AND MEET THE STANDARDS OF DESIGN AND CONSTRUCTION IN ACCORDANCE WITH COGNISE COUNTY HEALTH DEPARTMENT STANDARDS OR THE NATIONAL SANITATION FOUNDATION WWW.NSF.ORG. ONLY EQUIPMENT WHICH IS DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE APPLICATION STANDARD MAY BE INSTALLED AS NEW OR REPLACEMENT EQUIPMENT. 8. POTABLE WATER BACKFLOW PROTECTION INLETS: ALL WATER INLETS (FAUCETS, ETC.) MUST HAVE AN AIR GAP BETWEEN THE WATER INLET AND THE FIXTURE IT I5 SERVING. THE AIR GAP MUST BE AT LEAST TWICE THE DIAMETER OF THE WATER INLET OR FAUCET. ANY WATER INLET, FAUCET, ETC., THAT DOES NOT MEET THIS REQUIREMENT I5 A SUBMERGED INLET. A WATER FAUCET THAT CAN HAVE A HOSE ATTACHED TO IT I5 A SUBMERGED INLET. 9. VACUUM BREAKERS: PROVIDE VACUUM BREAKERS ON SUBMERGED INLETS SUCH AS TOILETS, URINALS DISH WASHING MACHINE GARBAGE GRINDERS AND ANY THREADED WATER OUTLETS, ATMOSPHERIC VACUUM BREAKERS MUST BE INSTALLED AT LEAST 6 INCHES ABOVE THE HIGHEST OUTLET AND CANNOT HAVE A VALVE INSTALLED DOWN LINE. 10. CARBONATORS: A REDUCED PRESSURE BACKFLOW PREVENTER, OR OTHER TESTABLE, CONTINUOUS PRESSURE, BACKFLOW DEVICE, SHOULD BE INSTALLED BETWEEN THE WATER SUPPLY LINE AND THE CARBONATOR. CONDUIT AND FITTINGS BETWEEN THE BACKFLOW PREVENTER AND CARBONATOR SHOULD BE FLEX LINE AND STAINLESS STEEL, DO NOT USE COPPER OR BRASS, THESE UNITS SHOULD ALSO MEET ALL OTHER PLUMBING CODE REQUIREMENTS, THE USE OF A STAINLESS STEEL BACKFLOW PREVENTER IS REQUIRED. 11, THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING SHORING AND TEMPORARY SUPPORTS ETC. THE GENERAL I CONTRACTOR I5 RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF SHEATHING, STRUCTURAL ELEMENTS AND FINISH MATERIALS. 12, THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS LOCATION OF NEW FRAMING MEMBERS, LINES OF SUPPORT, LOCATIONS OF ANCHOR BOLTS, HOLD DOWNS, EXISTING SITE CONDITIONS AND UTILITIES PRIOR TO ORDERING MATERIALS, 13. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION, DEMOLITION MEANS AND METHODS ON THE PROJECT. THE OWNER AND HIS CONSULTANTS SHALL NOT BE RESPONSIBLE FOR HOW THE WORK IS PERFORMED, SAFETY OR NEGLIGENT ACTS OR OMISSIONS BY THE GENERAL CONTRACTOR OR THE SUBCONTRACTOR ON THE JOB. 14. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL MATERIALS, AS REQUIRED BY CODE ARE TESTED BY INDEPENDENT LABORATORIES AND THAT RESULTS ARE FURNISHED TO LOCAL BUILDING AUTHORITIES OWNER AND PROJECT CONSULTANT IF REQUIRED. 115, DAY CHANGES TO THE DESIGN AFTER ISSUANCE OF A BUILDING PERMIT SHALL BE SUBMITTED TO THE PRESIDING BUILDING AGENCY FOR APPROVAL BY THE GENERAL CONTRACTOR. 16. EQUIPMENT ARE INCLUDED FOR REFERENCE ONLY. ACTUAL SHOP DRAWINGS FOR THIS SPECIFIC PROJECT MAY VARY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK WITH THE REQUIREMENTS OF THE SUPPLIERS FOR THE MATERIALS REPRESENTED BY SHOP DRAWINGS, 17. ARCHITECT % REVIEW THEM D AND PROVIDE I A NOTATION BND GA THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE ON GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THESE SUBMITTAL ITEMS MUST THEN BE SUBMITTED TO THE BUILDING OFFICIAL. THE DIFFERED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTALS ARE AS FOLLOWS. 1. ALL SUB-CONTRAGTORS MUST BE WORKING FROM A FULL SET OF CTIY APPROVED STAMPED DOCUMENTS, 2. ALL SUB - CONTRACTORS TO VERIFY ALL DIMENSIONS FOR THEIR SCOPE OF WORK. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN PLANS AND SPECIFICATIONS, NOTIFY THE ARCHITECT IMMIDIATLEY. 3. NO MATERIALS OR PRODUCTS CONTAINING ASBESTOS ARE TO BE UTILIZED ON THIS PROJECT. NO PRODUCTS ARE TO BE UTILIZED IN THIS WORK THAT WILL REQUIRE SPECIAL INSPECTIONS OF HAZARDOUS MATERIALS SHOULD THEY BE REMOVED. 4. ALL CONSTRUCTION SHALL CONFIRM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE, 5, ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLAN & PROJECT SPECIFICATIONS. 6. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS & SPECIFICATIONS, NOTIFY THE ARCHITECT IMMIDIATELY, 7, FINISH F LOOR REFERENCE DATUM EQUALS (100' -0 1 ) REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATIONS. 8. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONARY, FACE OF FRAMING OR COLUMN CENTER LINES U.N.O. 9. ALL WOOD IN CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE TREATEie, WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD ALL MARKED BY :, AN APPROVED TESTING FACILITY. 10. ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR BETWEEN FOUNDATION SILLS & THE GROUND SHALL BE REMOVED. 11, PROVIDE HORIZONTAL FIREBLOCKING IN ALL FRAME WALL AT 10' -0" O,C. & WHERE FRAME WALLS PENITRATE CEILING. FIREBLOCK[NG IN ACCORDANCE WITH IBC SEC, 7172, 12, DRAFTSTOPPING IN FLOORS I5 NOT REQUIRED IN BUILDING EQUIPPED THROUGHOUT WITH A SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903,3,1,1, (IBC 717.3.3) 13, DRAFTSTOPPING IN ATTICS IS NOT REQUIRED IN BUILDINGS EQUPIIED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. (IBC - 717,4,3) 14, PROVIDE A FLOOR AND LANDING NOT GREATER THAN 1" BELOW THRESHOLD AT ALL DOORWAYS. 15. PROVIDE BUILDING ADDRESS PER OWNERS BUILDING STANDARDS. 16, EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. IBC1008,1.8.3 HARDWARE. DOOR HANDELS, PULLS, LATCHES, LOCK AND OTHER OPERATING DEVICES ON DOORSREQUIRE TO BE ACCESSIBLE BY CHAPTER II SHALL NOT REQUIRE RIGHT GRASPING, TIGHT L G OR T OF THE WRIST T EDEN LOCKS AND LATCHES, LOO CKS CKS AND LATCC S SHAL BE PERMITTED TO TO O P REVVEE PNT OPERATION OF DOORS WHERE ANY OF THE FOLLOWING EXISTS: 2. IN BUILDINGS IN OCCUPANCY GROUPS M THE ' MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY OPERATED LOCKING DEVICE FROM THE EGRESS SIDE PROVIDED: 2.1 THE LOCKING DEVICE I5 READILY DISTINGUISHABLE AS LOCKED ' 2.2 A READILY VISIBLE DURABEL SIGN I5 POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. 17, ALL ROOMS OR AREA HAVING AN OCCUPANT LOAD OF 50 (1,500 SQ.FT, FO RETAIL SPACE) OR MORE SHALL HAVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT CORRIDOR (ONE HOUR CONSTRUCTION), (IBC 1015,1) E=XITS SHALL HAVE A MIN. SEPERATIDN OF ONE HALF THE MAX, OVERALL DIAGONAL OF THE BUILDING OR AREA SERVED MEASURE IN A STRAIGHT LINE BETWEEN EXITS. (IBC SECTIONS 1015.2.1) EXCEPTI ON 2- WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTIONS 903.3,1.1 OR 903.3.1.2, THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL ONE -THIRD OF THE LENGHT OF THE MAXIMUM OVERALL DIAGONA NOT DIMENSIONS BE LESS THAN N THE AREA SERVED, 18, EXPOSED INSULATION MATERIALS INCLUDING FACING AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO SURFED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH. (IBC SECTION 803) PLUMBING FLOOR PLAN WASTE AND VENT P PLUMBING FLOOR PLAN HOT, COLD AND GAS DISTRIBUTION AIR BALANCE P " PLUMBING ROOF PLAN P -5 PLUMBING WASTE AND VENT ISOMETRIC SCHEMATICS P -6 PLUMBING WATER AND GAS ISOMETRIC SCHEMATICS P-7 PLUMBING DETAILS AND SCHEDULES ELECTRICAL E -1 ELECTRICAL SCHEDULE LIGHTING SCHEDULE FIXTURE LEGEND & NOTES E LIGHTING FLOOR PLAN E POWER FLOOR PLAN E -4 COMMUNICATIONS FLOOR PLAN E -5 ELECTRICAL ROOF PLAN E -6 FEEDER DIAGRAMS & PANELBOARD SCHEDULES E -7 ELECTRICAL DIAGRAMS & DETAILS E -8 ELECTRICAL DIAGRAMS & NOTES FOOD SERVICE EQUIPMENT REFERENCE DRAWINGS FS -1 REFERENCE DRAWING EQUIPMENT FLOOR PLAN AND SCHEDULE F5-1,1 REFERENCE DRAWING EQUIPMENT SCHEDULE F5 -2 REFERENCE DRAWING GENERAL NOTES FS -3 REFERENCE DRAWING PLUMBING ROUGH -IN PLAN FS -3.1 REFERENCE DRAWING PLUMBING SCHEDULE FS -4 REFERENCE DRAWING ELECTRICAL ROUGH -IN PLAN FS -4.1 REFERENCE DRAWING ELECTRICAL SCHEDULE AND DETAILS F5`5 REFERENCE DRAWING HOOD VENTILATION FS REFERENCE DRAWING CRITICAL DIMENSIONS AND WALL BACKING PLAN FS-7 REFERENCE DRAWING INTERIOR ELEVATIONS - KITCHEN FS-7.1 REFERENCE DRAWING INTERIOR ELEVATIONS - KITCHEN H -1 REFERENCE DRAWING HALTON UL71O LISTED KITCHEN EXHAUST HOOD H -2 REFERENCE DRAWING HALTON UL710 LISTED KITCHEN EXHAUST HOOD ,— ®1/4:t t � p �'�� OS �— 0 • �%1 1\1\-- �- 1 i`� 1 ?" l ®. . ® �� S FILE COPY t Permit ��■ Rlar review subject tt A�'!1'C19. 3�7rall (afCGEIStnl jp ( does authorize the Violation of any adopted code olt ordinance. Receipt a $PprovedFleldCopyeed�� . q 9 By J�-, BUILDING CODES : MECHANICAL ENGINEER: WALSH ENGINEERS 501 SOUTH 48TH STREET, SUITE 114 TEMPS, ARIZONA 85281 PHONE: 602.663.0502 FAX:858,541.0787 The City of Tukwila is required by the State Building Code Act, 19,27 RCW, to enforce the Washington State Building Code, which includes the International Building Code, International Residential Code, International Mechanical Code, International Fire Code, Uniform Plumbing Code and each of' the related standards and State amendments. In addition, the Washington State Energy Code and the Washington State Indoor Air Quality Code are enforced by Tukwila Building Division. KITCHEN CONSULTANT: FRANK REDMOND ASSOCIATES, FOOD FACILITIES PLANNING' KURT HESSELBARTH - PROJECT MANAGER [ 1815 EAST INDIAN SCHOOL ROAD PHOENIX, ARIZONA 85016 PHONE; 602,266.7333 FAX: 602.265.0168 PROJECT ADDRESS : SOUTHCENTER SQUARE: BLDG. "S" 17250 SOUTHCENTER PARKWAY SUITE 104 TUKWILA, WASHINGTON 98188 ZONING: TUKWILA URBAN CENTER (TUC) SHELL OCCUPANCY (MERCANTILE) T.I. OCCUPANCY A -2 RESTAURANT PLUMBING ENGINEER: WALSH ENGINEERS 501 SOUTH 48TH STREET, SUITE 114 TFMPE, ARIZONA 85281 PHONE: 602.663,0502 FAX;858.541,0787 NUMBER OF STORY =5 1 CONSTRUCTION TYPE EXISTING BUILDING TYPE Vb FULLY SPRINKLERED. TENANT SQUARE FOOTAGE -SUITE 104 3826 + 334 (CORRIDOR) = 4160 SF EXISTING BUILDING SQUARE FOOTAGE - 3826 + 334 (CORRIDOR) - 4160 SF ACCESSORS PARCEL NUMBERS 2 2623049080 2623049081 2623049117 ELECTRICAL ENGINEER: OMB ELECTRICAL ENGINEERS, INC 501 SOUTH 48TH STREET, SUITE 114 TEMPS, , ARIZONA 85281 PHONE: A80.966.6266 FAX: 480.966.6575 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENTS OF VACANT EXISTING SHELL SPACE FOR 148 SEAT IHOP RESTAURANT, MECHANICAL, PLUMBING, ELECTRICAL, FIRE SPRINKLERS, FIRE ALARM SYSTEMS NTS. TO COMPLY WITH LAYOUT AND DESIGN OF INTERIOR TENANT IMPROVEMENTS. PARKING ANALYSES: PER CIVIL PER SHELL DRAWINGS OCCUPANCY: RESTAURANT: A -2 PER TABLE 1004.1.2 DINING #1: SEATING OCCUPANCY SEATING PROVIDED 4ea 72" two bench booth: 72 "x2x4 =57024" = 24 seats allowed 24 3sa 48" two bench booth: 48 "x2x3 - 285 " /24" = 12 seats allowed 12 lea 84" long bench: B4 "x1 =84 "/18" = 4 seats allowed 2 TABLES & CHAIRS AREA: 962e / 15 = 64 seats allowed 64 DINING #1: TOTAL OCCUPANCY ALLOWED: 104 104 SEATS /OCCUPANTS DINING #2: SEATING OCCUPANCY SEATING PROVIDED Sea 72" two bench booth: 72 "x2x3= 432 " /24" = 18 seats allowed 18 lea 38' I.f. fang bench: 38'x12456 "x1 - 456 " /18" = 25 seats allowed 14 TABLES & CHAIRS AREA: 220sf / 15 = 14 s eata allowed 14 DINING #2: TOTAL OCCUPANCY ALLOWED: 57 46 SEATS /OCCUPANTS TOTAL SEATING OCCUPANT LOAD - ALLOWED 161 sears allowed TOTAL SEATING OCCUPANT LOAD- ACTUAL 148 leafs provided ACCESSIBLE SEATING: ACCESSIBLE SEATING TO BE 5% OF SEATING PROVIDED 148 SEATS / 5% - 7 ACCESSIBLE SEATS REQUIRED - 7 PROVIDED TABLE TYPE: TOPS: SEATS: TWO TOP 22 44 FOUR TOP 14 56 Date :, `? ''� ^ C5 SIX TOP 8 48 DEFERRED SUBMITTALS SE PARATE PE REQUI FO E gabhtal e ctricai lu mbing es Piping Ci#y of Tukwila BUILDING DIVISION TOTAL SEATS 148 City of Tukwila Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without Tukwila Buil ding r D vision. I of NOTE: Revisions will require a new plan submittal and may include additional plan review fees. , RECEIVED CI TY OF TUKWILA JUN 0 4 2008 . PERMIT CENTER V .s..... 1 KITCHEN GROSS AREA O.L. FACTOR OCCUPANTS 1228.0 SQ.FT. / 200 GROSS 6 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT WHO SHALL REVIEW THEM AND PROVIDE A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THESE SUBMITTAL ITEMS MUST THEN BE SUBMITTED TO THE BUILDING OFFICIAL, THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTALS ARE AS FOLLOWS: 1 FIRE SPRINKLER DRAWINGS ARE DEFERRED SUBMITTALS BY GE =NERAL CONTRACTOR 2, FIRE ALARM DRAWINGS ARE DEFERRED SUBMITTALS BY GENERAL CONTRACTOR 3• HOOD SUPRE55ION SYSTEM (ANSUL) DESIGN DRAWINGS. ACCESSORY STORAGE /MECHANICAL GROSS AREA D.L. FACTOR OCCUPANTS 227.0 SQ.FT. / 300 GROSS 1 ENTRY LOBBY: FIXED BENCHES: lea 13' I f. long bench: 13 = 9 seats allowed FLOOR AREA 162 sf/ 15 = 10 occupants allowed ENTRY LOBBY: TOTAL OCCUPANCY: 19 allowed 19 TOTAL SUITE S -104 OCCUPANCY 187 occupants OCCUPANCY SEPARATION: PER TABLE 303.3.2 "E" - COMMERCIAL KITCHENS NEED NOT BE SEPARATED FROM THE RESTAURANT SEATING AREAS THAT THEY SERVE. APPLI SEAL: REGISTERED C.. ITECT NO_ -- o LU REVISION /ISSUE DATE PRIMO' NUMBER: 3083 ihap soulhcenfer Tukwila wo DATE I DRAWN BY: 03 -21 -2005 SHEET TITLE COVER SH[[J SHEET NUMBER: A0.0 CITY SUBMITTAL RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 PY l ABBREVIATIONS: MATERIAL INDICATIONS (CONTINUED) : SYMBOL LEGEND (CONTINUED): & AND @ DI 0 DIAMETER % PERCENT POUND, NUMBER A AB ANCHOR BOLT ABV ABOVE AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACOUS ACOUSTICAL ACT ACOUSTICAL. L CEILING TILE AD AREA DRAIN ADD ADDENDUM ADH ADHESIVE ADJ ADJUSTABLE ADJA ADJACENT AF ACCESS FLOORING ABOVE FINISHED FLOOR AGGR AGGREGATE AL ALUMINUM ALT ALTERNATE ANOD ANODIZED AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURAL AUTO AUTOMATIC AT ACOUSTICAL TILE B BD BOARD BEV BEVEL BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM, BENCHMARK BOT BOTTOM BR BEDROOM BRG BEARING BRKT BRACKET BS BOTH SIDES BSMT BASEMENT BTWN BETWEEN BTUM BITUMINOUS BUR BUILT -UP ROOFING BED BI -FOLD DOORS C C CENTI GRADE GAB CABINET CB CATCH BASIN, CHALK BOARD CD CEILING DIFFUSER CEM CEMENT CEMPLAS CEMENT PLASTER CER CERAMIC CG CORNER GUARD CRAM CHAMFER CI CAST IRON GIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR C CENTIMETER CMU CONCRETE MASONRY UNITS CNTR COUNTER CO CASED OPENING, CLEANOUT COL COLUMN COMP COMPOSITE, COMPOSITION CONC CONCRETE COND CONDITION CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COORD COQRDINATE COP COPPER CORR CORRIDOR CPT CARPET CSJT CONSTRUCTION JOINT CR COLD ROLLED CT CERAMIC TILE CTR CENTER CTS COUNTERSINK CU CUBIC CULT CULTURED CW COLD WATER CWS CHILLED WATER SUPPLY CWR GRILLED WATER RETURN CY CUBIC YARD D D DEEP, DEPTH, DRYER DA DOUBLE ACTING D8 DECIBEL DBL DOUBLE DD DECK DRAIN DEMO DEMOLISH DEMOLITION DEPT DEPARTMENT DET DETAIL DE DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIFF DIFFUSER DIM DIMENSION DISP DISPENSER ON DOWN DPR DAMPER DP DAMP PROOF DR DOOR, DRAIN D5 DOWNSPOUT OSP DRY STANDPIPE DW DISHWASHER DWG DRAWING DWR DRAWER (EI EXISTING E EAST EA EACH EB EXPANSION BOLT EE EACH FACE EC ELASTOMERIC COATING, EXPOSED CONSTRUCTION EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELAS ELASTOMERIC ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE ENG ENGINEER ENAM ENAMEL ENTR ENTRANCE EOS EDGE OF SLAB EP ELECTRICAL PANELBOARD EXC EXCAVATE EQPT EQUIPMENT (CONY_) EW EACH WAY EWC ELECTRIC WATER COOLER EXH EXHAUST EXP EXPANSION EXPO EXPOSED EXT EXTERIOR -F F FAREHENHEIT FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FAB FABRICATE FBP FIBER BOARD ECU FAN COIL UNIT FD FLOOR DRAIN, FIRE DAMPER FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FE FIRE EXTINGUISHER EEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FEE FINISH FLOOR ELEVATION FF &E FURNITURE FIXTURE & EQUIPMENT EH FIRE HOSE FHC EIRE HOSE CABINET FIN FINISH FIXT FIXTURE EL FLOOR FLOW LINE ELDG FOLDING FLG FLOORING FLUOR FLUORESCENT FM FACTORY MUTUAL FOC FACE OF CONCRETE FOE FACE OF FINISH EOM FACE OF MASONRY FOS FACE OF STUDS FOW FACE OF WALL FR FRAME FRP FIBERGLASS REINFORCED POLYESTER PANEL FRT FIRE RETARDANT TREATED FRZ FREEZER FS FLOOR SINK FT FOOT FEET ' ETD FACIAL TISSUE DISPENSER FTG FOOTING PURR FURRING, FURRED FUT FUTURE G GA GAGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GO GARBAGE DISP05AL GFI GROUND FAULT INTERRUPTER GFRG GLASS FIBER REINFORCED CONCRETE GL GLASS GLAM GLU- LAMINATED GND GROUND GR GRADE GS GYPSUM SHEATHING GSB GYPSUM SHEATHING BOARD GYP GYPSUM BOARD .I-I HI HIGH HB HOSE BIBS HC HOLLOW CORE HD HEAD IHDR HEADER HDWD HARDWOOD HOWR HARDWARE HM HOLLOW METAL HORZ HORIZONTAL HP HORSE POWER HR HOUR, HANDRAIL HS HAND SINK HT HEIGHT HVAC HEATING, VENTILATION AND AIR CONDITIONING HW HOT WATER HWS HOT WATER SUPPLY HWR HOT WATER RETURN 1 ID INSIDE DIAMETER ( DIMENSION) ILLUM ILLUMINATION IN INCH IVE, INCLUDED, INCLUDING INCL INSP ECTION INSP INSPECTION INSUL INSULATION INT INTERIOR INTEL INTEGRATED INV INVERT IE INVERT ELEVATION ICC INTERNATIONAL CODE CONFERENCE ] JAN JANITOR JB JUNCTION BOX JC JANITOR'S CLOSET J5T JOIST JT JOINT K KD KNOCK DOWN KIP 1000 POUNDS KIT KITCHEN KO KNOCK -OUT KP KICK PLATE L L LENGTH LONG , LAB LABORATORY LAM LAMINATE, LAMINATED LAV LAVATORY LB POUND LDG LANDING LE LINEAL FEET LGTH LENGTH LH LEFT HAND LHR LEFT HAND REVERSE LKR LOCKER LL LIVE LOAD LOC LOCATION LR LIVING ROOM L7 LIGHT LTWT LIGHTWEIGHT LVR LOUVER M M MALE MAINT MAINTENANCE MAR MARBLE MAS MASONRY MAT MATERIAL MAX MAXIMUM MB MACHINE BOLT MBR MASTER BEDROOM MC MEDICINE CABINET MDF MEDIUM IBERBOARD M (CONT_) MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MET METAL MFR MANUFACTURER MH MANHOLE, MANHOUR MIN MINIMUM, MINUTE MIR MIRROR MISC MISCELLANEOUS MLDG MOULDING MOLDING MO MASONRY OPENING MOD MODULAR, MODIFY MR MOISTURE RESISTANT MTD MOUNTED MTG MOUNTING MTL MATERIAL MTP METAL TOILET PARTITION MUL MULLION MUN MUNTIN N N NORTH NE NORTHEAST NW NORTHWEST NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE 0 OA OVERALL OBS OBSCURE OC ON CENTER CD OUTSIDE DIAMETER (DIMENSION) OFCI OWNER FURNISHED - CONTRACTOR INSTALLED OFRD OVERFLOW ROOF DRAIN OFF OFFICE OF OWNER FURNISHED OH OVERHANG 0I OWNER INSTALLED OPNG OPENING OPP OPPOSITE OPH OPPOSITE HAND OPR OPERABLEB FIR OSB ORIENTED STRAND BOARD DVHD OVERHEAD OZ OUNCE P PA PUBLIC ADDRESS SYSTEM PASS PASSAGE PBD PARTICLE BOARD PC PIECE, PRECAST CONCRETE PD PLANTER DRAIN PERP PERPENDICULAR PH PHASE PERIM PERIMETER PH PENTHOUSE PL PLATE, PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER PLBG PLUMBING PLYWD PLYWOOD POL POLISHED PP PUSH PLATE, POWER POLE PNL PANEL PR PAIR PRCST PRECAST PREFAB PREFABRICATED PREP PREPARATION, PREPARE PROP PROPERTY PSF POUNDS PER SQUARE FOOT PSI POUND PER SQUARE INCH PT POINT, PAINT PTD PAPER TOWEL DISPENSER, PAINTED PTOR PAPER TOWEL DISPENSER & WASTE RECEPTACLE PIN PARTITION PTR PAPER TOWEL RECEPTACLE PVC POLYVINYL CHLORIDE PVMT PAVEMENT QT QUARRY TILE QTR QUARTER R R RADIUS, RISER RA RETURN AIR RB RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN RDWD REDWOOD REF REFERENCE REF REFLECTED RE REFRIGERATOR REINF REINFORCED, REINFORCING REQ REQUIRED RBI RESILIENT REST RESTROOM REV REVISED, REVISION RET RETURN RF ROOF, RESILIENT FLOORING RFD RECESSED FLOOR DRAIN RFG ROOFING RGH ROUGH RGTR REGISTER RH ROBE HOOK - RIGHT HAND RLG RAILING RM ROOM RND ROUND RS ROUGH SAWN RO ROUGH OPENING RW RIGHT OF WAY RWC RAIN WATER CONDUCTOR RWL RAIN WATER LEADER S 5 SOUTH SAN SANITARY S &R SHELF & ROD SA SINGLE ACTING SC SCALE SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SCP SCUPPER SCR SCREEN, SHOWER CURTAIN ROD SD SMOKE DETECTOR SDISH SOAP DISH SE SOUTHEAST SECT SECTION SF SQUARE FOOT SH SHELF SHR SHOWER SHT SHEET SHTG SHEATHING SIM SIMILAR SL SLOPE s (CONT..) SLOG SLIDING SLNT SEALANT 5M SHEET METAL. SND SANITARY NAPKIN DISPENSER 5NR SANITARY NAPKIN RECEPTACLE Sp SPACE SPBLK SPLASH BLOCK SPEC SPECIFICATION SPKR SPEAKER SPRK SPRINKLER 5Q SQUARE SS SERVICE SINK STAINLESS STEEL ' SANITARY SEWER ST STONE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STUD STL STEEL STN STAIN STOR STORAGE STRL STRUCTURAL STRUCT STRUCTURE SUBFL SUBFLOOR SURF SURFACE SUP SUPPLY 5W SOUTHWEST SURR SURROUND SUSP SUSPENDED SVC SERVICE SW SWITCH, SOUTHWEST SYM SYMMETRICAL SYS SYSTEM SPT SUPPORT T T TOP, TREAD T &B TOP & BOTTOM T &G TONGUE AND GROOVE TACKED TACKBOARD TB TOWEL BAR TBU TILE BACKER UNIT TC TOP OF CURB TD TRENCH DRAIN, TOWEL DISPENSER TDW TOWEL DISPENSER & WASTE TEL TELEPHONE TEMP TEMPERED, TEMPORARY TER TERRAZZO TF TOP OF FOOTING 7HK THICK, THICKNESS THR THRESHOLD 7HRU THROUGH TLT TOILET TMB TELEPHONE MOUNTING BOARD TN TOD TOE DECK TOL TOLERANCE TO TOP OF (ITEM) TOC TOP OF CURB TOM TOP OF MASONRY T (CONT_) TOP TOP OF PAVEMENT TOP OF PLATE TOS TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPT TEXTURED PAINT TRAN TRANSITION TS TOWEL SHELF TV TELEVISION TYP TYPICAL U UBC UNIFORM BUILDING CODE UGE UNDERGROUND ELECTRICAL UGT UNDERGROUND TELEPHONE UNDERCUT, UC UNDERCUT UNDER COUNTER UL UNDERWRITERS LABORATORY UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL UTL UTILITY UV ULTRAVIOLET V VAR VARIES VCT VINYL COMPOSITION TILE VERY VERTICAL VEST VESTIBULE VG VERTICAL GRAIN VOL VOLUME VP VENEER PLASTER VT VINYL TILE VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W W WASHER, WIDE, WEST, WATER W, WITH W, 0 WITHOUT WAIN WAINSCOT WC WALLCOVERING, WATER CLOSET WD WOOD WDW WINDOW WGL WIRE GLASS WH WATER HEATER WO WHERE OCCURS WP WATER PROOFING WPT WORKING POINT WP MEMB WATERPROOF MEMBRANE WR WATER RESISTANT, WASTE RECEPTACLE WRB WARDROBE WSP WET STAND PIPE WT WEIGHT WWF WELDED WIRE FABRIC YD YARD WALLS AND PARTITIONS 1/8" & 1/4" SCALE ELEVATION NUMBER BUILDING ELEVATION INDICATOR �•� +�� " "� "��" A4.1 SHEET NUMBER 4 ;� , • / CONCRETE CMU BRICK VENEER CMU INTERIOR ELEVATION INDICATOR / ND_ 4t). x ° ROOM WALL DESIGNATOR TYPE 1 roti CMU W/ INT. STUD STUD W/ FURRING EIFS -EELEVATION INDICATIONS ■� 1111111,11 '��M�� TILE __ - -- E A DETAIL NUMBER - rn-: - ° " -' =a`=`_-, • PROJECT NUAiBERE 3083 ihop soufhcenfer fukwilo wa DATE: I DRAWN BY: 03 -21 -2008 SHEET TITLE PLAN SYMBOLS AND ABBREVIATIONS SHEET NUMBER: AO.1 CITY SUBMITTAL CMU W/ BRICK /CMU CERAMIC TILE SPECIAL UNITS (SPLIT FACE ETC.,) D B ROOM WALL DESIGNATOR TYPE 2 SHEET NUMBER C E----- C E----- DIRECTION INDICATOR 1■1■I■■ - 11 ■ ■■ ■ � ■M ■11■ ■1 101 DOOR SYMBOL SHEET METAL. SHINGLES GYP.BD. /STUCCO DEMOLITION 12 WINDOW INDICATOR EXISTING BE REMOVED - = ,,,,,,,,,,; , TO ✓_tl L1111_Lf Li EXISTING WALLS TO EXISTING SITE AREA OR REMAIN INTERIOR CONCRETE AREA TO BE REMOVED K EQUIPMENT INDICATOR --SEE FOOD SERVICE DRAWINGS B PARTITION INDICATOR (LETTERED) SHEETS A5.___ FOR WALL RENOVATION © SEE DETAILS ° , ., � : % r ' / 1 t ► � r � r � ► �r j r j r � r�r�r�r j !i!�!i! � !�! l� RATED ASSEMBLY INDICATOR (NUMBERED) SEE SHEETS A5.__ FOR WALL DETAILS CONCRETE FLOOR INFILL NEW CMU NEW FRAMING FRAMED FLOOR INFILL FLOOR MATERIAL AND FINISHES - $r CONTROL POINT 1 1 ; 1 1 , , 11 i , ,- a 4. , , , , ,, , , L Y "'nf`'`��'` "�`= ' °': 7 : �� /// •. , CERAMIC TILE, QUARRY TILE SET ON CONC FLOOR ' ° • ;. . _ __ ' ° . RESILIENT FLOORING CARPET 12 THIN CERAMIC TILE , QUARRY TILE GROUT SET W/ MEMBRANE OVER CONG. 14 PITCH INDICATOR SLOPE > SLOPE INDICATOR i/8 " /(;T. / REVISION CLOUD & DELTA REFER TO TITLE BLOCK FOR REVISION INFORMATION PER DRAWING ROOF OWN TILE MEMBRANE ROOF SHINGLE ROOFING OCCUPANT LOAD IDENTIFIER ' REFLECTED CEILING PLAN SYMBOLS= LO T. MATERIAL INDICATIONS_ C OC LOAD CEILING MOUNTED FIXTURE, # OC X REQ. PLAN AND SECTION X WIDTH ons A = SUSPENDED GYPSUM BOARD CEILING -(:)- REFER TO ELECTRICAL DRAWINGS = IIII= IIII= _ _ IIII= lIII=111I IIII=II1 �, ... � \��'��: � �0��//,�� r� � /i�G� / /i.�i. J.:50; , ,,; , ,: • • s • • kw'.od _ _ =IIII= �B - B = EXTERIOR GYPSUM SOFFIT BOARD EXIT SIGN REFER TO USE OCCUPANT LOAD IDENTIFIER = IIII° IIII= IIIIMIII ELECTRICAL DRAWINGS OC LOAD EARTH COMPACT FILL EARTH UNDISTURBED POROUS FILL /GRAVEL OD C = 2'X4' LAY -IN CERAMAGUARD " /PERSON WALL MOUNTED STRIP FIXTURE ACOUSTICAL TILE WIDTH REFER TO ELECTRICAL DRAWINGS D - D = 2'X2' LAY-IN ACOUSTICAL TILE O.L. EXIT REQUIREMENTS ,` �"'�"e�� ;± � � ;± � �`s<��`��"f��`f� 2'X2' LAY -IN FLUORESCENT LIGHT FIXTURE REFER TO ELEC I.P.P. KE,W. _ 2'X4' ©M E - 2X4 LAY -IN ACOUSTICAL TILE £ARTEIWORK SAND FILL ROCK • ASPHALTIC CONCRETE DETAIL NUMBER fl ENLARGED DETAIL INDICATOR REFER SUPPLY AIR GRILLE, REFER TO Qn E = GYPSUM BOARD APPLIED TO X MECHANICAL DRAWINGS UNDERSIDE OF STRUCTURE. EXHAUST FAN, REFER TO A1.2 / I \ %y__ TO DETAIL DRAWINGS - t >. ..g. E. .P. ? , d P 4 . P d o .a ,. p p (�� G = VAULTED CEILING MECHANICAL DRAWINGS SHEET NUMBER REVIEWED ODE OO PLTA1 I E NLARGED DETAIL ASS C V E INCLUDE AREA OF •:'ETAI JUL 1 8 2O06 RETURN AIR GRILLE REFER TO © D GYPSUM BOARD SOFFIT , MECHANICAL DRAWINGS CONCRETE PRECAST CAST -IN -PLACE SAND /MORTAR DIRECTIONAL LIGHT FIXTURE, �I• WALL MOUNT EMERGENCY LIGHT REFER TO ELECTRICAL DRAWINGS T ��,��, � +� )1,..................,......,.... RECESSED GAN LIG REFER TO GYP, BD CEILING MASONRY BRICK CONE. MAS. UNIT GROUT MORTAR ELECT DRAWINGS DETAIL NUMBER ' City Of Tukwv DETAIL SECTION IN•'r WEBINGW15 WALL SCONCE, REFER TO Ho ELECTRICAL DRAWINGS 2'X2' LAY -IN ACOUSTICAL TILE & GRID l — r A1.2. TO DETAIL DRAWING - SHEET NUMBER SECTION INDICATOR FLAG TO INDICATE AREA OF SECTION LOCATION OF '- " SOFFIT STON-E STONE MARBLE DEMOLITION r ' ' f , /: f ' � ' ' ' ' , ..• ,� , © KEYNOTE BUBBLE REFER TO KEYNOTES IN TITLEBLOCK - T!__/ �� EXISTING TO EXISTING TO BE REMOVED REMAIN METAL STEEL ALUMINUM OR BRASS /BRONZE OTHER METALS KEYNOTE BUBBLE REFER TO © KEYNOTES IN TITLEBLOCK SYMBOL LEGEND: — �r �- SECTION NUMBER A FINISH ROUGH /STUD BLOCKING TOILET ACCESSORY REFER TO TA - TOILET ACCESSORY KEYNOTES IN TITLEBLOCK 4.3 ' BUILDING SECTION INDICATOR SHEET NUMBER � '.' ��' UILDING �N INDICATOR TERMINATOR (OPTIONAL) SECTION NUMBER WALL SECTION INDICATOR ; 44 - 2 1 , . :.,;-..T , } `2' yam' " , , ' � �; ;',;, - //� 11.1.1777411.11 / //' - - - WOOD H PLYWOOD GLUE -LAM BEAM LOBBY ROOM IDENTIFICATION TAG 1001 FINISH INDICATOR REFER TO ROOM G LASS GLASS GLASS/STRUCTURAL GLASS BLOCK F - # FINISH SCHEDULE -) '-;? - - ,) --...) �-;��rt- ' '= '= %; %; r = -,- ; =,-1=; ;, 1IV BUILDING NUMBER TYPE BUILDING NUMBER NUMBER /PHASE BAIT INSULATION /LOOSE FILL RIGID /BOARD SPRAY /FOAM BLOWN CELLULOSE U5 GREENEIBER "COCOON" 41) GRID LINE & BUBBLE 4• I `" Y SHEET NUMBER • 1 WALL SECTION INDICATOR TERMINATOR (OPTIONAL) A -- STRUCTURAL I I L ACOUSTICAL TILE CERAMIC TILE CERAMIC TILE GOUT SET O -O HEIGHT INDICATOR DATUM POINT �s, „ _ Y H F INI5 FLOOR RELATIVE TO FIRST FINISH FLOOR ' ::•-,... ..; o 0 MATCH LINE MATCH LINE REFER TO DRAWING METAL LATH & CEMENTITIOUS GYPSUM WALLBOARD PLASTER OR BACKER UNIT STUCCO FINISHES SEE DRAWING +� INDICATED FOR MATCH At BREAK LINE FOR CLARITY RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: 9291 . R ' IS TERM) CI'IITZC' ��I f t w Xi SXIEL I ND_ REVISION /ISSUE DATE; • PROJECT NUAiBERE 3083 ihop soufhcenfer fukwilo wa DATE: I DRAWN BY: 03 -21 -2008 SHEET TITLE PLAN SYMBOLS AND ABBREVIATIONS SHEET NUMBER: AO.1 CITY SUBMITTAL — RAM GROUP ARCHITECT$, PLLC 3030 North 14th 5t. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: 9291 -... _. 4 b R == / rl ► ,f,, e R kw % A. MISICIEL STATE of WASIUNGTON Na REVISION /ISSUE DATE PROJECT NUMBEIt 3083 ihap soulhcenler Tukwila wa DATE: 03 -21 -2008 I DRAWN BY: SHEFT TITLE ANSI A117.1 STANDARD DETAILS ACCESSIBILITY REQUIREMENTS SHEET NUMBER: AO.2 • CITY SUBMITTAL t AYEIROTir Per Section 609.3 609.3 SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1? IN (38 MM). THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF THE GRAB BAR SHALL BE 1? IN (38 MM) MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12IN (305 MM) MINIMUM 42 min * Latch approach only, other approaches 48 min Fig. 604,8,2 & 604.8.3 Wheelchair Accessible Toilet & Compartment Doors Fig. 404,2.5 Two Doors in a Space 902,2 Clear Floor Space at Dining Surfaces i 9aAitt w CLEAR FLOOR SPACE 1d "%,),.'1 * - Per Section 305.3 - Per Section 306,2,3 ** - Per Section 306.3.3 606.2 Clear Floor Space at Lavatories and Sinks s fr'�. •ix ,`'�izcar,�.. .�r.,..�;fr,' � !...,rte "�.`✓..,,.r,,..w� .,.se 403.5 CLEAR WIDTH. CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH TABLE 403,5 *. TABLE 403.5 - CLEAR WIDTH OF AN ACCESSIBLE ROUTE SEGMENT LENGTH S 24 INCHES ? 24 INCHES MINIMUM SEGMENT LENGTH 32 INCHES 36 INCHES Fig. 403.5 Clear Width of an Accessible Route Wall Hung Type Fig. 605,2 Height of Urinals � 1065 1525 430 -485 CLEAR FLOOR SPACE Fig. 604.9 Ambulatory Accessible Compartment Floor Mounted Water Closet. *Per Section 604.2 604.2 LOCATION. ...,WATER CLOSETS LOCATED IN SECTION 604.9 SHALL HAVE THE CENTERLINE OF THE WATER CLOSET 17 IN (420 MM) MINIMUM TO 19 IN (485 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION. (a) Front Approach, Pull Side (c & d) Hinge Approach, Pull Side NOTE: X = 36 IN. (915 MM.) MINIMUM IF Y = 60 IN. (1525 MM.); X = 42 IN, (1065 MM.I MINIMUM IF Y = 54 IN, (1370 MM.). (f) Latch Approach, Pull Side *54 IN. (1370 MM.) MINIMUM IF DOOR HAS CLOSER. J 2' tOOfi 902.3 Height at Dining Surfaces 12 min* 305 r r (b) Front Approach, Pugh Side 12 min* t t305 I I 404.2.3.1 Maneuvering Clearance at Manual Swinging Doors / Y N . d ...rmrlF (e) Hinge Approach Push Side IF DOOR HAS < _0TH A LATCH AND CLOSER. 48 min. IF DOOR HAS BOTH A LATCH AND CLOSER. (gl Latch Approach Push Side .•�_� � %'�JTf`i1�.i /✓ YN.. i'.f r3.��kXr '.5'. CLEARANCE Fig. 308,2.2 Unobstructed High Forward Reach .,C u,y S Y+ ., 3 308,3.1 Unobstructed Side Reach Limits of Protruding Signs Fig. 307.2 Protrusion Limits 8 min * * * * ** TOE CLEARANCE 6 maxim* 17 min***** NOTE; X SHALL BE s 25 IN (635 MM.); Z SHALL BE X. WHEN X S 20 IN. (510 MM,), THEN Y SHALL BE 48 IN. (1220 MM.) MAXIMUM.WHEN X IS 20 TO 25 IN. (510 TO 635 MM.), THEN Y SHALL BE 44 IN. (1120 MM.) MAXIMUM. * - Per Section 308.3.2 ** - Per Section 306.2.1 *** - Per Section 306.3.3 ** * - Per Section 306.2.4 *** ** - Per Section 306.2.3 *UM - Per Section 606.5 Fig. 606.3 Height of Lavatories and Sinks z x y r 'a^' 'r' 'ra� r zr' ii E. 3� � �' Y�3+ ` r � ...,. w"�k�i^'..Ys .',.... .. .,s� < ' � X.' r F. .a...' _,.. ,...�.•..,�,>`'' �lS � <. ., Circular Fig, 304.3 Size 1220 Clear Floor Space 48 12 20 Parollel Approach 308.2.1 Unobstructed Forward Reach Fig, 303,3 & 303.5 Size & Position of Clear Floor Space au„ , ° oast ".,Fp+ q ,,. , � f.,Y' 3' •w r<' g ` V ," - ." - n y / js; n1 l� >f33 r 4 , .. y,,, r • �.y : • ' i ; •fix �;r� ...�,�i:.;a =>r A. 1 • aE*aw:a.; Mi ':. a ✓I :is.�as Rgi✓,5'.'�a Ecz�. .,, f3 " '::X ry k? ..,. ; t t : `y' >i:,, 4y r +'`'.s. 605.2 HEIGHT. URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL HUNG TYPE WITH THE RIM ABOVE 17 IN (430 MM) MAXIMUM ABOVE THE FINISH FLOOR, 605,3 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305. POSITIONED FOR FORWARD APPROACH, SHALL BE PROVIDED. 305,3 SIZE, THE CLEAR FLOOR SPACE SHALL BE 48 IN (1220 MM) MINIMUM IN LENGTH AND Y= '50 IN (760 MM) MINIMUM IN WIDTH. 605.4 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HANDj.'. OPERATED CONTROLS SHALL COMPLY WITH SECTION 308. cy 308.3.2 OBSTRUCTED HIGH REACH, WHERE THE REACH DEPTH EXCEEDS 10 IN (225 MM), THE HIGH SIDE REACH SHALL. BE 46 IN (1170 MM) MAXIMUM FOR A REACH DEPTH OF 24 IN (610 MM) MAXIMUM. vierwas Convention YiY 4' M YY L., A✓ ' � i s t J Y , .,.<. ...,, '.,:..?va�n°:e.E,:..�A.a�x r.:Yst'. ':'r .._ :.'s.�'�,,.Y�,... , _., y.aS�,h� • . r.. Description 33-36 840 -915 min max 36 915 6 /150 � �jjj��i. DIMENSION SHOWING ENGLISH UNITS (IN INCHES UNLESS OTHERWISE SPECIFIED) ABOVE THE LINE AND SI UNITS (IN MILLIMETERS UNLESS OTHERWISE SPECIFIED) BELOW THE LINE DIMENSION FOR SMALL DIMENSION SHOWING A MEASUREMENTS RANGE WITH MINIMUM - MAXIMUM MINIMUM MAXIMUM GREATER THAN GREATER THAN OR EQUAL TO LESS THAN LESS THAN OR EQUAL TO BOUNDARY OF CLEAR FLOOR SPACE OR MANEUVERING CLEARANCE CENTERLINE A PERMITTED ELEMENT OR ITS EXTENSION DIRECTION OF TRAVEL. OR APPROACH A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN SECTION OR PLAN A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE Figure 104 Graphic Convention for Figures 1 City Of Tukwila I ra SION . i RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 SEAL: - 9293.2r '-; fr ifr, R -": STATE g R• it , - CEITECT - s 3a. RISICIZI, OP MEEINGTON TOR STOK NO, BUILDING "S" - SUITE 104 17250 SOUTHCENTER PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON 1 aanvis � b 0 0 ffs NO_ REVISION/ISSUE DATE PROJECT NUA1BER: 3083 ihop souHicenler Tukwila wt DATE: 03-21-2008 I DRAWN BY SHEET TITLE EXISTING CONDITIONS REFEERENCE PLAN SHEET NUMBER: Al .0 CITY SUBMITTAL Li C.) i ;: O i 1 ; :•:,;•TP., ,.;b•4-.1...)011 R0,40 7,5 r" - _,,,•••'"' . 7 4 "3 TA . '..4....''-i,.."..;a `::;1: HPF. ••41i,.:1'4 PKW.X.'" 1 " ,„ . •• • .4- 1(...`;. '':;',-. ,......4 • .....r ;r3 • -,i• ! Ly ,••51` r • , . " _ 107.0,5 „S1.0 • , f LJ •r<1.4 . ... ''''' ........... .... . .. 2rarl•''-% j .. 1 r '-""''r;.*.a:';5mroo;;;:m p.;55.5:51,5; „ . • .. .r 000 •-- t ..... ..... , t4M3.1 .1 5 ,; cir •5 44. / r ..... I I 0 -... ..... - I1 1 , \ ...• ...... 1 .4v0;;;'''• • ; / • ! 4 V -MN Y.- • • • • ..... • AREA OF WORK 6 - • ..... -•• •• • • - St,444.-.7,714,44■Yer,-,4,5,,,,,,,,,,,,,,,NeereL5. • .• • . ili2 I :3+ .g ; :54 - 1 ......... .............. 2 • 1 ...... fi i: . .. • ,-, ! . .4.•,, ; ' . r ......, ........ --- : i c i 7 : ▪ i ; ! 1 7 1 : ' i '4.,,e,<....ajg : • / "4.- 4 ...,. . , ; , , ; ' i l' i ; , 2 -4 WIG BOULEVARD ., ''_ .„.....,'.':. r ...,,,,- • ,-, • ; N54.5,4 L I) .•/1'' ''''' ' ' ' ' ; e' ' ' i .- .': ... , ,.. 1 U•i • GRAPHIC SCALE LEVAR ............. ......... • , , •5 ... 1 1 I 5 ; I ! i ii i ' • 4 ... .,5 Y. 11 j. w ,....;;?: !,,o ,..:, •:: %, .....44.0:7. 41, I I 1 • • ...... ., 4 VZ1 1 0:1&=MaM ••••■•■•.-*•■■■■■••,,,,,.•■•• .., I... ..... 30' 60' ..... SCALE: 1" 20 n 1 8 1 ' :1 ‘ 1 S • ‘r-r „,.. -"r„.,,,,,,,.t1..rv,r............,..„..,:!.....:.„ 4.%7;5...1,S1,,./•;•'...grhoryaq.,.;-.T.e.7.46=V4=.;;;(65V ■ •''' >1%, 5 , ..i ''''.4 ........ ; . ,,, , i .. ! G'Y .:,•:.: .. . : • i . . Mg ! _.........__ - ....... ..... ..... . ' ,)2A5,..// 5 • „ -.-,,t.-- //2 .--4 ' ,;•.,.,-,...; 5 ,a1 ..... 1 • 5 •• ; ; I ;.0 g.; • . .. ...... XISTING CONDITIONS REFERNCE PLAN 1 a -} Y ...... . 1 % 1 1 5 5 I ! .......... 1 '; j f , 77 / 1/1 fr$ ..... .... • ftf 4 * • 4 ..... ....... SCALE: 1” =. 20.0' - Ti l' ,..-,•-••••••,,,..........,....,..pri..»..,................,,,,,,,,.......r.......,......,....,,,..„1.,,,,,,,,,.......,,,,,, 1 ,. _ :. I '. . . : !„. ; • 5 ' 1 5 I I 5 . I 5 ' 5 . :q5 • • ir ! 5 • • , 5, i ; ;• I 1 5 I 5 5: 5 ! 5; 5 7 / ... /I CO Vt DEM (DMPLI : i ROV— • I;• „ _ • - 1 - . ;tit I •s„„ 1 ' 1 I • :> , 1 .42.1.1/ I L ... • • - 0 4 I • • i .. . 5 . I • 5 .. 5 I • ; 1 5 5 ; ..... ....... • j -1 ...... G I <EYNOTtS: 1, EXIT DOOR FROM KITCHEN - PROVIDE PANIC HARDWARE PRE DOOR SCHEDULE 2. HOSTESS COUNTERTOP OF COUNTER MAX 2' -10" (34 "1 A,F,F. 3. 36" CLEAR FLOOR SPACE FOR WHEEL CHAIR ACCESSIBLE ROUTE THROUGH INTERIOR OF BUILDING 4. ACCESSIBLE SEATING FOR WHEEL CHAIR ACCESS. 5. 60" CLEAR FLOOR SPACE TURNING RADIUS FOR WHEEL CHAIR ACCESS 6. MAXIMUM OCCUPANT LOAD SIGN POSTED FOR FIRE AND /OR BUILDING DEPARTMENT REGULATIONS 7, DINING TABLE; MAXIMUM HEIGHT 2' -10" (349 A,F,F, 8, 56 11 x60" CLEAR FLOOR SPACE AT REST ROOM WATER CLOSETS 9, 30 CLEAR FLOOR SPACE AT COUNTER APPROACH 10, CLEAR FLOOR FOR APPROACH TO DOOR 11. EXIT DOOR FROM DINING - INSTALL SIGNAGE PER GENERAL NOTE #10 12. HAND SINK FOR EMPLOYEE AT KITCHEN AS REQUIRED BY HEALTH DEPARTMENT 13, EXIT SIGN. SEE ELECTRICAL FOR LOCATIONS 14. EXISTING WALLS 15, EXISTING DOOR TO BE RELOCATED 16. DOOR TO BE REMOVED 17. NEW LOCATION OF DOOR 18. ACCESS ROUTE 19, SERVICE AND DELIVERY EXIT ONLY. NOT AN ACCESSIBLE ROUTE 20, EXISTING DOOR TO REMIAN GENERAL NOTES: 1. 2, 3. 4. 5, 6. 7, 8, 9, 10, 11. 12. ALL DIMENSIONS ON THIS PLAN ARE CLEAR FLOOR AREA AS REQUIRED THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR, HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUALITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED GLAZING (GLASS) SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZED SHALL COMPLY WITH THE CURRENT EDITION OF THE BUILDING CODE. 1008,1,9 PANIC AND FIRE EXIT HARDWARE - IT SHALL COMPLY WITH THE FOLLOWING: 1) ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE -HALF OF THE DOOR LEAF WIDTH. 2) THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 151bs. 1103.2.3 EMPLOYEE WORK AREAS - SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL ONLY BE REQUIRED TO COMPLY WITH SECTIONS 907.9.1.2 1007 AND 1104.3.1 AND SHALL BE DESIGNED AND CONSTRUCTED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER AND EXIT THE WORK AREA. 902.1 SEATING - ACCESSIBLE DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH SECTION 902, CLEAR FLOOR SPACES COMPLYING WITH SECTION 305, POSITIONED FOR A FORWARD APPROACH, SHALL BE PROVIDED, KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28in. MINIMUM AND 34in, MAXIMUM IN HEIGHT ABOVE THE FLOOR. 306,3,3 KNEE CLEARANCE - WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE llin. MINIMUM IN DEPTH AT 9in. ABOVE THE FLOOR, AND 8in. MINIMUM IN DEPTH AT 27in. ABOVE THE FLOOR, KNEE CLEARANCE SHALL BE 30in. MINIMUM IN WIDTH. 1108,2,8,1 DINING SURFACES - WHERE DINING SURFACES FOR THE CONSUMPTION OF FOOD OR DRINK ARE PROVIDED, AT LEAST 5 PERCENT, BUT NOT LESS THAN ONE OF THE SEATING AND STANDING SPACES AT THE DINING SURFACES SHALL BE ACCESSIBLE AND BE DISTRIBUTED THROUGHOUT THE FACILITY, 902,3 SURFACE HEIGHT - THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28in MINIMUM AND 34in MAXIMUM IN HEIGHT ABOVE THE FLOOR. 1008.1.8.3 LOCKS AND LATCHES - LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOWING EXIST: 1) IN BUILDING IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED; Al THE LOCKING DEVICE 1S READILY DISTINGUISHABLE AS LOCKED. BI A READILY VISIBLE DURABLE SIGN I5 POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR STATING; THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS lin. HIGH ON A CONTRASTING BACKGROUND. 606.6 EXPOSED PIPES AND SURFACES - WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS 403.5 - CLEAR WIDTH - CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH TABLE 403.5 - TABLE 403.5 - CLEAR WIDTH OF AN ACCESSIBLE ROUTE BE SEGMENT LENGTH MINIMUM SEGMENT LENGTH •c 24 INCHES 32 INCHES ? 24 INCHES 36 INCHES El LEGEND: EXITING PATH ONLY, NOT AN _ VIE ®F � 0 *C u'_ 1 1000 Citi 1C3t1. DISC)" D ACCESSIBLE EGRESS 4 EGRESS EXITING PATH ACCESSBILE PATH R lI� C®D 531,1.01 ffil M MI RAM GROUP ARCHITECTS, PLLC 3030 North 14th Si , #115 Phoenix, Arizona 85014 Ph. (602)330-4912 SEAL: , -• s'422 9 2 9 1 / ..R iCT ". a ITZMIEL .-- or WAR$SNGTON l El i Nbannis3 1 • 0141 NO. REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihop soufhcen1er Tukwila wa DAIP: l DRAWN BY: 03 -21 -2006 SHEET TITLE EGRESS - EXITING ACCESSIBILITY PLAN SHEET NUMBER: A2 CITY SUBMITTAL \:\ IVtENS REST RO .• 1 OFFICE MagariMi Mil MenntrTiziNFAMM FREEZER on ..roof of li b a€ di€s COOLER 3 -0" 3 1 - ..... ;r.rri F4.7=717 7'.7". f, , r ��dfrti tv HALLWAY `MECHANICAL • 3 SERVICE AREA DRY STORAGE DOUBLE 1 GALLEY DELIVeY j L I ........... .........................rr.r.r 1 1 1 1 1 1 1 101 ENTRY LOBBY : 1 1 0 /1 " , Ps e lk' . \\ \ -71\1 • S S � ._� L.. _._. w._.._...._ HOST . . , OCCUPANCY: RESTAURANT: A -2 PER TABLE 1004.1.2 DINING #1: SEATING OCCUPANCY 4eo 72" two bench booth: 72'Ix2x4= 576 " /24" = 24 seats allowed 3ea 48" two bench booth: 48 288 "/24 = 12 seats allowed lea 84" long bench: 84 "x1= 84 "/18" = 4 seats allowed TABLES & CHAIRS AREA 962af / 15 = 64 seats allowed DINING #1: TOTAL OCCUPANCY ALLOWED: 104 DINING #2: SEATING OCCUPANCY 3ea 72" two bench booth: 72 "x2x3= 432 "/24 = 18 ants allowed lea 38' I.f. long bench: 38 456 "x1 = 456 = 25 seats allowed 14 TABLES & CHAIRS AREA: 2208f / 15 = 14 seats allowed DINING #2: TOTAL OCCUPANCY ALLOWED: 57 TOTAL SEATING OCCUPANT LOAD - ALLOWED TOTAL SEATING OCCUPANT LOAD- ACTUAL SEATING PROVIDED 24 12 2 SEATING PROVIDED 18 161 64 104 SEATS /OCCUPANTS 14 46 SEATS /OCCUPANTS 148 sews ACCESSIBLE SEATING: TWO TOP FOUR TOP SIX TOP TOTAL SEATS KITCHEN ENTRY LOBBY; 22 44 14 56 8 48 148 GROSS AREA 1228.0 SQ,FT. ACCESSORY STORAGE /MECHANICAL 1 1 1 Y 1 1 ACCESSIBLE SEATING TO BE 5N OF SEATING PROVIDED 148 SEATS / 5X = 7 ACCESSIBLE SEATS REQUIRED - 7 PROVIDED TABLE TYPE; TOPS: SEATS: TOTAL SUITE S -104 OCCUPANCY 1 1 O.L. FACTOR / 200 GROSS GROSS AREA 227,0 SQ,FT. FIXED BENCHES: lea 13' Lf, long bench: 13'x12 = 156! =456 "/18' = 9 seats allowed FLOOR AREA; 162 sf/ 15 = 10 occupants allowed ENTRY LOBBY; TOTAL OCCUPANCY: 19 allowed O.L. FACTOR / 300 GROSS 1 1 1 1 1 1 OCCUPANTS 6 OCCUPANTS 1 19 187 1 1 1 r 1 1 £GR.SS= YITFN ACCESSBILITY PLA T SCALE:1 /411 =1' -- - 0 0 0 KEYNOTS: 1. NON COMBUSTIBLE CONSTRUCTION REQUIRED AT KITCHEN WALL ADJACENT TO COOKING APPLIANCE 2. KNOX BOX (FIRE DEPARTMENT KEY BOX) SEE GENERAL NOTE 10 3, FIRE EXTINGUISHER 2A -10BC IN SIMI RECESSED CABINET, SEE DETAIL 2/A6.7 4, FIRE SPRINKLER RISER SEE FIRE SPRINKLER PLANS FOR SPECIFICATIONS 5, PORTABLE FIRE EXTINGUISHER TO BE "CLASS K COMBUSTIBLE COOKING MEDIA FIRE REQUIREMENTS OF NFPA 10" EXTINGUISHER COMPLIANCE WITH ULI RATED 2 -A -K, UCL RATED 1 -A -K, UL STANDARD 8 AND 711. EXTINGUISHER TO BE ANSUL MODEL K01 -2 1,6 GALLON CAPACITY. SEE DETAIL 2/A6.7 6. HOOD WALL -NON COMBUSTIBLE in MOISTURE RESISTANT TYPE 'X' GYP. FULL HEIGHT BOTH SIDES 7, STAINLESS STEEL CLOSURE PANEL AT TOP AND SIDES OF COOLER FREEZER BOX TO CEILING 8, EDGE OF AWNING ABOVE 9. OVERFLOW DRAIN TO DAYLIGHT 6" ABOVE WALK AT WALL TYP OF 4 10. ROOF DRAIN LEADER ROOF DOWN IN WALL TO DAYLIGHT SPLASH BLOCK 11, E.LF,S POP -OUT AT EXTERIOR OF BUILDING, TYP. PER ELEVATIONS 12, ROLL -A -SHADE AT WINDOWS TYP, 13, IRRIGATION CONTROL PANEL 14. TELEPHONE COMMUNICATIONS MOUNTING BOARD 15. ELECTRICAL PANELS PER ELECTRICAL PANS, TYP. 16. AIR CURTAIN PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR 17, MAIN ELECTRICAL SERVICE SECTION PANEL WALL MOUNTED PER ELECTRICAL PLANS AND SPECS. 18. ACCESS LADDER WITH LADDER UP DEVICE TO ROOF HATCH ABOVE SEE DETAIL 4/A6.B 19. 3B" CONTINUOUS METAL STUD BLOCKING AT EACH RAIL LADDER FOR SUPPORT 20. PASS -THRU HEAT LAMP CENTRAL PANEL 21. PASS -THRU STAINLESS STEEL WRAPPED BY KITCHEN EQUIPMENT CONTRACTOR 22. ANSUL R -102 (UL U300 LISTED) FIRE SUPPRESSION SYSTEM, PER NFPA 17A AND NFPA 96 23. ANSUL PULL STATION, WALL MOUNTED +48" A.F.F. WALK IN COOLER AND FREEZER WALL AND DOOR PANELS BY MANUFACTURE 24. CAPC-1 & TCP -1 (STACKED) 18 (BOTH) 25. 3i" 0,D. PVC CONDUIT FOR SODA LINES 26. (2) 10'- 0 PASS-THRU -HALF WALL, SEE 2/A6.5 AND INTERIOR ELEVATIONS 27. COMBUSTION AIR VENT, SEE MECHANICAL DRAWINGS 28. LOW WALL FINISHED FOR SEATING ATTACHMENT 29. HVAC CONTROL PANEL PER MECHANICAL 30, SERVICE /MOP SINK 31. DESK AND CHAIR BY OWNER 32. COUNTERTOP WITH SHELVES & BRACKETS ABOVE BY SEATING CONTRACTOR SEE INTERIOR ELEVATIONS 33. LIGHTING CONTROL PANEL (LCP) PER ELECTRICAL DRAWING AND SPECS, 34. POINT OF SALE STATION AND LOCATION 35. FROSTED GLASS AT POS SIDE, BOTTOM 18" OF WINDOW 36, POTABLE WATER BACKFLOW PROTECTED PER PLUMBING PLANS AND CODE REQUIREMENTS AT ALL WATER INLETS 37. INSTALL TESTABLE CONTINUOUS PRESSURE BACKFLOW DEVICE BETWEEN WATER SUPPLY LINE & CARBONATOR 38. KITCHEN GREASE EXHAUST DUCT FAN, DUCT WRAP TO BE FULLY PROTECTED BY 3M 20A DUCT WRAP PER ICC ER REPORT ESR-1255 39. STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD UL70, UL 1046, UL 1598 APPROVALS. BY VENTMATIC SYSTEMS, INC. 40. FLOOR SINK PER PLUMBING PLANS 41, ALL HOT WATER AND DRAIN PIPES SHALL BE INSULATED MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PRE MOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL SERVICE JACKET INSULATION 42. STAINLESS STEEL TYPE 1I HOOD TO REMOVE STEAM FROM DISH WASHING EQUIPMENT, BY VENTMATIC SYSTEMS, INC. 43. 4 -6" CONCRETE CURB 44. FLOOR DRAIN 45. FLOOR TROUGH 46, GLAZING ABOVE, SEE SHEET A4.0 ENLARGED PLANS 47. SIMULATED STONE VENEER SEE ELEVATIONS 48. SIMULATED BRICK VENEER SEE ELEVATIONS 49. STAINLESS STEEL WALL END CAPS PER FIRE SAFETY DRAWINGS 50. STAINLESS STEEL WALL FLASHING AT DISH AREA AND SERVICE SINKS 51. WALL BACKING PER FS -4 52. FDC AT EXTERIOR OF BUILDING 53. STEEL COLUMNS PER STRUCTURAL DRAWINGS GNER.AL NDT 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED, "CLEAR" DENOTES FINISH TO FINISH DIMENSIONS, "HOLD" DENOTES CRITICAL FRAMING DIMENSIONS, 2. ALL INTERIOR WALLS SHALL BE 18 GA. METAL STUDS WITH 1 5/8" FLANGE PER THE SPECIFIED WIDTH AT 16" 0.C. UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WALLS SHALL BE 2 x 6 WOOD STUDS AT 16 O.C. UNLESS OTHERWISE NOTED 4. INSTALL 4' -0" HIGH CLEAR, POLYCARBONATE CORNER GUARDS PER MANUFACTURER'S REQUIREMENTS AT ALL EXPOSED WALL COVERING CORNERS IN DINING AREAS 5. ALL EXTERIOR WALLS TO HAVE R -19 FACED BATT.INSUL, SEE DETAIL 4/A3.4 FOR VAPOR BARRIER LOCATION. 6. FURNISH AND INSTALL BACKING FOR ALL FIXTURES AND EQUIPMENT AS INDICATED ON SHEET A2.5. SEE WALL SUBSTRATE DIAGRAM FOR ADDITIONAL PLYWOOD AT WALLS, 7, ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT, EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE, 8. PRIOR TO START OF FRAMING: GENERAL CONTRACTOR SHALL VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT SPECIFICALLY DETAILED IN THESE CONSTRUCTION DOCUMENTS. GLAZING (GLASS) SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZED SHALL COMPLY WITH THE CURRENT EDITION OF THE BUILDING CODE. 9, HOODS LISTED TO UL 710 ARE EXEMPT FROM SOME IMC REQUIREMENTS (SECTIONS 507.4, 507.5 [TYPE II HOODS], 507.7, 507.11 507.12, 507.13, 507,14, AND 507.15). 10. HAND WASH SIGNS: HAND WASH SIGNS ARE REQUIRED IN ALL RESTR00MS USED BY EMPLOYEES. RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 SEAL: ■ ,, i g 1 REGISTERED T 1 f / g: s :. MISKIEL STATE OF WXSEINGTON INN =MI 101111 'ON ii1OIS El i n i Nbanvis�� • OH NO. REVISION /ISSUE DATE PRIMO' NUMBER: 3083 ihop soufhcenfer lukwile wo DE: I DRAWN BY: 03 -21 -2008 SHEET TITLE FLOOR PLAN SHEET NUMBER: 142.1 CITY SUBMITTAL \ ----- - -"�\- r� \ .. EXISTING 5' -0 3 1 - ENTRY LOBBY 10'_7" 24' -4" DINING AREA 1 3' -5y" 11' -0 811 4 . ...:..... DINING AREA 2 HB006 1 1 CD • MENS REST ROOM 1-113008 .31- 7 IsIkWer 35 3'- 1.11111111111111111111111111155111516151 DRY STORAGE DISH 2 AREA `r�r i hii�I� SERVICE AREA 2' - 6" DOUBLE GALLEY 31 DRY STORAGE 61 S OFFICE • a, DELIV FREEZER COOLER raNAMoY 10' -9%11 4' -6" .0 ,....ss'4;',.F.. F:.;:4.Y...i?Y2:... .. ^Y•. is �. ...: // o 6 6.3 6 6.3 1 02/A6.0 FROM LANDLORDS WORK BY OTHERS, MINN 34" 7 1l el <ID l EXISTING I 16'4» 1 1 1 1 1 1 1 1 1 1 1 41' W EXISTING EXISTING ] 1 -1- 78' -9)411 .__1 __ _ -.1_ ' 8' -2) t 1 1 78' -9y r 1 1 1 EXIST NG T -7411 611 21_91 01/A6,0 FROM LANDLORDS WOR BY OTHERS. 16' -7" L 1 1 2' -6" 37' 6 3'_8 e EXISTING 9' -8 37'-1" L 1 1 1 61..6" 1 1 1 1 1 1 1 8' -1) 10-4%8" 3' SCALE:: 1/4" 1' 4'_1 ---4 1 t EXISTING ING 0 - - - N aOr r7 cD N. 361 -0i" FIELD VERIFY • Ii30_ ;, ^ 0 !glieFoag■ r A � V � I l& 4 , DRY STORA il 6 .1- � rinfigreirAWk FREEZER COOLER ELIVER AREA 1 • I N E OFFICE Abo- ifrskAy trk (.f t- 1 1 1 - _- -- �— 1 1 REFLECTED OILING PLAN 1 1 1 SCALE: 1/4" • 1, CEILING TILE - US GYPSUM "SHADOW LINE" TEGULAR EDGE, ASPEN WHITE 24 11 x24" 2, ARMSTRONG PRELUDE PLUS XL 15/16" EXPOSED TEE SUSPENSION SYSTEM ICC REPORT ESR -1308 5/8" TEXTURE AND PAINTED GYPSUM CEILING OVER METAL STUDS FOR SOFFIT, SEE INTERIOR ELEVATIONS FOR HEIGHT 4 STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD, BEARING NSF AND UL710 APPROVALS, BY VENTMATIC SYSTEMS, INC. 5 WELDED STEEL TYPE 1 KITCHEN GREASE DUCT, PROTECTED BY 2 LAYERS OF 3M FIRE BARRIER DUCT WRAP, 15A PER ICC EVALUATION REPORT 21 -61. MECHANICAL DIFFUSER, SEE MECHANICAL PLANS FOR SIZE & SPECIFICATIONS. 7, PVC CONDUIT FOR SODA SUPPLY LINES SUPPORTED BY UNI-STRUT FROM EXISTING STRUCTURE. 8. CEILING OF WALK IN COOLER AND FREEZER BY MANUFACTURER 9. WALL MOUNTED AIR DOOR PER KITCHEN EQUIPMENT PLANS 10, STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM FROM DISH WASHING EQUIPMENT,BY VENTMATIC SYSTEM INC. 11. THRU WALL SUPPLY DIFFUSED PER MECHANICAL 12. DROP SOFFIT- DRYWALL FINISH IN DINING AREA 13. SPECIAL ROD CONNECTION FOR CEILING FAN AND PENDANT LIGHT, SEE DETAILS 6/A6.4 TYP. 14. 24x24 LAY IN CEILING TILES LOCATED IN DINING AREA 15. NO CEILING IN THIS AREA. ADJACENT TILE ABUTS WALLS 16. EXHAUST REGISTER IN RESTROOM PER MECHANICAL 17, 24" X 24" WHITE VINYL ROCK; WHITE FINISH, ALUMINUM CAPPED STEEL GRID. ACCEPTABLE MANUFACTURERS: "ENDURE" BY CHICAGO METALLIC CORP. OR "CLIMAPLUS" BY U.S. GYPSUM. GENERAL NOTES: PROTECTIVE LIGHT SHIELDING PROVIDE SHIELDED LIGHT FIXTURES ABOVE ALL FOOD PREPARATION, SERVICE, DISPLAY, FOOD STORAGE AND U TENSILE WASHING AREAS, THIS INCLUDES ALL REFRIGERATORS, FOOD DISPLAY CASES, BAR EQUIPMENT, COFFEE, SODA AND CONDIMENT STATIONS, AND UNDER VENT HOODS, PROTECTIVE TUBES /LENSES, PLASTIC SLEEVES WITH EN CAPS, OR COATED SHATTERPROOF BULBS MAY BE USED, PROTECT HEAT LAMPS AGAINST BREAKAGE WITH A SHIELD SURROUNDING AND EXTENDING BEYOND THE BULB LEAVING ONLY THE FACE OF THE BULB EXPOSED. CEILINGS PROVIDE SMOOTH, NONABSORBENT, EASILY CLEANABLE, AND LIGHT - COLORED CEILING SURFACES THAT CAN WITHSTAND FREQUENT CLEANING. EXPOSED JOISTS, STUDS OR OTHER SUPPORT STRUCTURES WILL NOT BE ACCEPTED. ACOUSTICAL CEILING TILES ARE NO PERMITTED IN RESTROOMS, KITCHENS, MOP SINK AREA, OR HIGH MOISTURE RELATED AREAS. . HOODS LISTED TO UL 710 ARE EXEMPT FROM SOME IMC REQUIREMENTS (SECTIONS 507.4, 507.5 [TYPE II H00DS1, 507,7, 507,11, 507.12, 507.13, 507.14, AND 507.15), HVAC S/A GRILL. SEE "MECHANICAL" DRAWINGS HVAC R/A GRILL. SEE "MECHANICAL" DRAWINGS EXHAUST SEE " MECHANICAL" DRAWINGS EMERGENCY EXIT SIGN. SEE "ELECTRICAL" DRAWINGS EMERGENCY LIGHT FIXTURE. SEE "ELECTRICAL" DRAWINGS HOOD LIGHTS. SEE "ELECTRICAL" DRAWINGS FLUORESCENT FIXTURE, SEE ELECTRICAL DRAWINGS RECESSED DOWN LIGHT FIXTURE SEE ELECTRICAL DRAWINGS WALL PACK SECURITY LIGHTING, 9' -0" TO CENTER -Q OF FIXTURE A.F.F,, SEE ELECTRICAL DRAWINGS WALL SCONCE AT RESTROOMS BOTTOM OF FIXTURE 6' -6" A,F.F. SEE ELECTRICAL DRAWINGS WALL SCONCE IN LOBBY & DINING #1 BOTTOM OF FIXTURE 13' -0" A,F,F. SEE ELECTRICAL DRAWINGS CEILING FAN MOUNT W /BALLJOINT @ DINING #1 BOTTOM OF FIXTURE +7'- 6 "A.F.F. @ DINING #2 BOTTOM OF FIXTURE +15' -0" A.F.F. SEE ELECTRICAL DRAWINGS SMALL PENDANT LIGHT BOTTOM OF FIXTURE - 6' -2" A.F.F. SEE ELECTRICAL DRAWINGS MEDIUM PENDANT LIGHT BOTTOM OP FIXTURE - 84" A.F.F. SEE ELECTRICAL DRAWINGS RECESSED FIXTURE (DIRECTIONAL MONOPOINT) o TRACK LIGHTING (AT UNDERSIDE OF BEAMS, ° WHERE OCCURS) IIIIIuIIIu BEAM LIGHTING (ON TOP OF BEAMS, WHERE OCCURS) RECESSED PARAPET FLUORESCENT DOWN LIGHTS WITH REMOTE BALLASTS: 2 FOOT AND 4 FOOT LENGTHS WALL WASH DOWN LIGHT FIXTURE, MOUNT @ 10' -0 UNDER AWNINGS AND 12' -0" AT TOWER OVERHANG CEILING FINISH MATERIAL, SEE FINISH SCHEDULE SHEET A2.6 p_g ) REFER TO FINISH SCHEDULE SHEET A2.6 8' - 6" dr CEILING ELEVATION ® SPEAKERS E SELF ILLUMINATING EXIT SIGN ON WALL AT 6" A,F,F, LIGHTED EXIT SIGN AT CEILING. SEE ELECTRICAL DRAWINGS. OCCUPANCY LIMIT SIGN ON WALL AT 72" A.F.F, SERVICE SIGN ON WALL AT 48" A.F.F. SEE DETAIL 7/A2. WOMEN'S BATHROOM SIGN ON WALL AND DOOR. SEE DETAILS 1 AND 3/A4.0 MEN'S BATHROOM SIGN ON WALL AND DOOR. SEE DETAILS 1 AND 3/A4.0 UNISEX BATHROOM SIGN ON WALL AND 000R, SEE DETAILS 1 AND 3/A4.0 WOOD CEILING AT PROTICO SEAL: NO_ 111 1 RAM GROUP ARCHITECTS, PLLC 3030 North 141h St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 REVISION /ISSUE DATE PROJECT NUMBER; 3083 ihop soufhcenfer fukwilo wn DATE: I DRAWN BY: 03-21-2008 SHEET TITLE REFLECTED CEILING PLAN SHEET NUMBER: A2.3 CITY SUBMITTAL 0 KEYNOT-ES: 1, ROOF ACCESS FOR SIGNAGE AND SIGNAGE LOCATION, SEE DETAIL 5/A6,2 AND ELECTRICAL DRAWINGS FOR ACCESS INFORMATION 2. CONTINUOUS DRAIN PIPE 3. OVERFLOW LINE SEE DETAIL 4/A6.3 4, ROOF DRAIN AND OVERFLOW ASSEMBLY 5. HOOD BELOW WGT, PER MECHANICAL DRAWINGS 6, HOOD BELOW WGT, PER MECHANICAL DRAWINGS 7. HOOD BELOW WGT, PER MECHANICAL DRAWINGS 8, HOOD BELOW WGT. PER MECHANICAL DRAWINGS 9, EF -1 WGT. PER MECHANICAL DRAWINGS 10. EF-2 WGT. PER MECHANICAL DRAWINGS 11, EF -3 WGT, PER MECHANICAL DRAWINGS 12, EF -4 WGT, PER MECHANICAL DRAWINGS 13, EF -5 WGT, PER MECHANICAL DRAWINGS 14. EF -6 WGT, PER MECHANICAL DRAWINGS 15. 4" CANT STRIP 16. ROOF CRICKET & STRUCTURAL BRACE 17, FURNISH AND INSTALL EQUIPMENT CURB AND PLATFORM AS REQUIRED FOR HVAC EQUIPMENT. LOCATE SO ROOF PENETRATION OCCURS BETWEEN TRUSSES, TYP, 18. WALK PADS PER ORIGINAL SHELL DRAWINGS AND SPECIFICATIONS. 19. FRESH AIR INTAKE FOR WATER HEATER COMBUSTION AIR, PER MECHANICAL . - 20. RIDGE 21, MAU WGT, PER MECHANICAL DRAWINGS 22, AC -1 WGT, PER MECHANICAL DRAWINGS 23. AC -2 WGT. PER MECHANICAL DRAWINGS 24. AC-3 WGT. PER MECHANICAL DRAWINGS 25. AC -4 WGT, PER MECHANICAL DRAWINGS 26. AC-5 WGT. PER MECHANICAL DRAWINGS 27. CURB BELOW 28, PREFAB, GALVANIZED 30 "x36" METAL ROOF HATCH, 8 "MIN. ABOVE ROOFING SEE DETAIL 4/A6.8 29. EXHAUST FLUE FOR WATER HEATER 30. EXISTING ROOF MEMBRANE PER ORIGINAL SHELL DRAWINGS AND SPECIFICATIONS 31, DEMISING WALL BELOW VERED laSZI L OF WILMINGTON GENERAL NOTES. - 1, DIMENSIONS ARE TO FACE OF STUDS, EDGE OF TRUSS OR CENTERLINE OF FIXTURE, U.N.O. 2. FOR PIPE ROOF PENETRATIONS, SEE PLUMBING DRAWINGS 3. FOR EXPOSED LINES, SEE PLUMBING DRAWINGS 4. FOR ROOF LINES, SEE PLUMBING DRAWINGS 5, 4 -PLY BUILD -UP ROOFING SYSTEM WITH ROOF CAP OF 0.035 INCH THICK COVER OVER MANGLASS 1151DX SLIP SHEET, INSTALLED OVER PLYWOOD 6. ROOF DRAINS AND DOWNSPOUTS WILL NOT DRAIN DIRECTLY INTO LANDSCAPE PLANTERS, THEY WILL RUN UNDER SIDEWALKS AND DRAIN AT FACE OF CURBS TO THE PAVEMENT, CONTRACTOR TO PROVIDE METAL COVER PLATES OVER DRAIN LINES AT ALL SIDEWALK LOCATIONS. 7. IN SNOW AREA- PROVIDE SNOWGAURD ON ALL SLOPED ROOFS, FINISH TO MATCH ROOF. A. POLAR BLOX UNIVERSAL SNOWGAURDS 650 GILBERT HOLLOW ROAS HOLSOPPLE, PA 15935 814 -629 -7397 B. SNO -GEM, IN, 4505 PRIME PARKWAY McHENRY, IL 60050 888 -766 -4367 II N 1'111 RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SBAL: 82, STATE REG, ARCRITECT r. 'r A. VERED laSZI L OF WILMINGTON 1 I NO. REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihop soufhcenfer fukwilu wo DATE: 03 -21 -2008 I DRAWN BY: sB r TIT[£ ARCHITECTURAL ROOF PLAN SHET NUMBER: A2.4 CITY SUBMITTAL • mlW i 1 ' .. - .---- - t 1 1 30 1 1 7 10 -0'I CLEAR AREA FROM ANT AIR INTAKE INTO BUILDING FOR EXHAUST FAN DISCHARGE N l 1 , I I i I I CLEAR AREA FROM ZANY AIR 1 fI TAKE INTO BUILDING FOR \ /EXHAUST FAN DISCHARGE ■ � � 1 / 10 -0" 1 1 1 81..211 91-11 I I 6.1 r /N. • • N ROOF PLAN ry 'J X . - r • 1 %AIR IN SCALE; 1/4" = 1 a VA FINISH SCHEDULE RM SURFACE NO NAME 101 ENTRY LOBBY FT -1 CB -1 WC -1 WB -1 P -3 WC-1 P-6 P -3 P -6 FLOOR FINISHES REMARKS BASE WALLS 1 2 3 CEILING CT -3 P -6 SMOOTH FINISH 102 HOST CB -1 WC -1 WB -1 WB -1 P -3 W C -1 WC -1 P -6 P -3 P -3 P -6 P -6 FLOOR BASE FT-1 WALLS 1 2 3 4 CEILING CT -3 P -6 103 DINING #1 FLOOR BASE WALLS 5 6 7 CEILING FLOOR BASE WALLS 9 10 11 12 CEILING FLOOR SF -1 14 WC -3 BASE B -2 WALLS 13 WC -3 P-1 P -7 104 DINING #2 105 SERVICE AREA 15 WC -3 16 WC -3 CEILING CT -2 106 DOUBLE GALLEY FLOOR BASE WALLS 17 18 19 20 CEILING FLOOR BASE WALLS 21 24 CEILING FLOOR BASE WALLS 27 28 CEILING FLOOR BASE WALLS 25 26 27 28 CEILING B -2 SS 22 SS 23 SS 25 26 4 WB -1 WC -1 P -3 P -6 C -1a B -3 WB -1 WB -1 WB -1 wB -1 CT -1 C -la B -3 WB -1 WB -1 WB -1 WB -1 CT -1 SF -1 B -2 WC -3 WC -3 WC -3 5S CT -2 SF -1 SS CT -2 SF -1 B -2 WC -3 WC -3 WC -3 WC -3 CT -2 SF -1 B -2 WC -3 WC -3 WC -3 WC -3 CT -2 WC -1 WC-1 WC -1 we -1 CT -3 FT -1 CB -1 WC -1 WC -1 WC -1 WC -1 CT -3 5S SS SS GSM P -1 P -1 P -1 P-1 P -1 P -1 P -1 P -7 GSM GSM P -3 P -3 P -3 P -3 P -6 P-3 P -3 P -3 P -3 P -6 107 DISH AREA GSM P -6 P -6 P -6 P -6 P -5 P -6 P -5 P -5 P -5 P -5 P -3 P -7 P -7 P -7 P -3 109 DELIVERY 108 PREP AREA SMOOTH FINISH WS -1 W5 -1 SS, /GSM, BEHIND HOOD S,S. /GSM. BEHIND HOOD S.S. /GSM. BEHIND HOOD S.S./GSM, BEHIND HOOD WC -3 NOT REQ'D AT WALK -IN SF -1 @ MOP SINK WALLS 110 RM NO SURFACE I FINISHES NAME DRY STORAGE SF -1 B -2 WC -3 WC-3 WC -3 WC -3 MIR 111 112 FLOOR BASE WALLS 29 30 31 32 CEILING CT -2 DRY STORAGE FLOOR 34 B -2 WC -3 WC -3 WC -3 WC -3 CT -2 BASE WALLS 33 CEILING OFFICE FLOOR BASE 35 36 REMARKS WC -3 NOT REQ'D AT WALK -IN 3 -2 WC -3 WC -3 WC -3 WC -3 P -9 WALLS 37 38 39 40 CEILING CT-2 113 HALLWAY FLOOR 42 WC -3 FT -1 F -6 BASE CB -1 WALLS 41 WC -3 43 WC -3 116 44 WC -3 CEILING CT -3 114 WOMENS RESTROOM FLOOR FT -1 F -6 46 WB -1 WC -1 P -3 BASE CB -1 WALLS 45 WB -1 WC -1 P -3 47 WB -1 WC -1 P -3 48 WB -1 WC -1 P -3 CEILING CT -3 P-6 115 MENS RESTROOM FLOOR FT -1 50 WT -2 P -10 WT -2 TO BE @ 48" A.F.F. BASE CB -1 WALLS 49 WT -2 P -10 WT -2 TO BE @ 48" A.F.F. 51 WT-2. P -10 WT -2 TO Be 9 48" A.F.F. 52 WT -2 P -10 WT -2 TO BE @ 48" A.F.F, CEILING CT -3 MECHANICAL FLOOR FT -1 BASE P -6 SMOOTH FINISH CB-1 WT -2 WT-2. WT -2 WALLS 53 WT -2 TO BE @ 48" A.F.F. 54 WT -2 TO BE @ 48" A.F.F, 56 57 WT -2 P -11 WT -2 TO BE @ 48" A.F,F. WT -2 TO BE @ 48" A.F.F. CEILING CT -3 P -6 SMOOTH FINISH ores NOTE: CARPET INSTALLER TO USE SEAM SEALER AND FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS THAT ARE PROVIDED WITH CARPET. SEE DETAIL 11/A6.0 FOR BASE TRANSITIONS. NOTE: THE G.C. WILL BE RESPONSIBLE FOR NEATLY CAULKING THE FOLLOWING LOCATIONS; 1. ALL 2. ALL 3. ALL 4. ALL 5. ALL 6. ALL 7, ALL 8. ALL EXTERIOR WINDOWS TO INTERIOR WOOD TRIM. WALLCOVERING TO WOOD TRIM TRANSITIONS, CERAMIC TILE INSIDE CORNERS. DOOR JAMBS TO CERAMIC TILE, WOOD TRIM, OR WALLCOVERING. KITCHEN CEILING GRID TO F.R.P. CERAMIC TILE BASE TOP GROUT JOINT. BATHROOM ACCESSORIES TO WALL SURFACE. WOOD TRIM TO WAINSCOT WHERE APPLICABLE, CAULK SHALL BE PAINTED TO MATCH ADJACENT TRIM, NOTE: SEE SHEET A2,5 FOR WALL BACKING LOCATIONS IATERIALS SC1-HDULE CT -2 FLOOR FT -1 SP -1 SP -2 P -4 P -5 P -6 P -7 P -8 P -9 P -10 P-11 WS -1 W5 -2 PF -3 EC -1 SF -1 CARPET C-la B -2 B -3 WAINSCOT WB -1 WB -2 WB -3 WALLS WC -1 WC -3 WT -1 WT -2 SS GSM HPL -3 HPL -4 HPL -5 HPL -8 CEILING CT -1 INTERIOR PAINT P -1 P -3 TILE: AMERICAN OLEAN PORCELAIN TILE, 12 "x 12 ", CANYON RIDGE CR11 COLOR: GOLDENROD CONTACT: AMERICAN OLEAN CORPORATE ACCOUNTS: CONTACT: RYAN PIERSON (214) 309 -4395 OR GINA NORMAN (214) 3094559 GROUT: LATICRETE COLOR: NATURAL GRAY - #24 INSTALLATION: TCA F113 EXPOSED CONCRETE (UNSEALED) EPDXY FLOOR CARPET: MOHAWK COMMERCIAL; # MC005 GRAPHIC EDGE COLOR: #889 VISIBLE CHOCOLATE CONTACT: THE COMPANY, INC,, JIM ZADD (216) 431 -2334 OR MOHAWK COMMERCIAL, MARK ROSS (800) 554 -6637 X 62683 BASE CB -1 TILE: AMERICAN OLEAN PORCELAIN TILE COVE BASE, 6 "x 13" COLOR: # 29007 AUGUSTA CREMA CONTACT: AMERICAN OLEAN CORPORATE ACCOUNTS: CONTACT: RYAN PIERSON (214) 309 -4395 OR GINA NORMAN (214) 3094559 GROUT: LATICRETE COLOR: NATURAL GREY - #24 INSTALLATION; TCA F113 6" EPDXY COVED BASE: PROTECT -ALL SPECIALTY FLOORING SYSTEM, DARK GRAY WITH MATTE FINISH. INSTALL PER MANUFACTURER SPECIFICATION. CARPET: MATCH CARPET SELECTION, 6" HIGH WALLBOARD: COLOR WALLBOARD: COLOR WALLBOARD; COLOR WALLCDVERING; MDC WALLCOVERING 54" WIDE, SUPPLIED & INSTALLED BY GC COLOR & PATTERN; ALPHA 1948, MDC NON-STOCK 4791 CONTACT: MDC WALLCOVERINGS (800)621 -4006 F.R.P. - SUPPLIED & INSTALLED BY G.C. MARLITE, FIBERGLASS REINFORCED PANELS, P -POLAR WHITE WITH MATCHING TRIM AND ACCESSORIES, OR KEMLIGHT AS EQUAL, COMPLY WITH LOCAL CODES FOR FIRE RATING, TILE; DAL TILE, 6 °x 6 ", MATTE WALL TILE COLOR: PEARL WHITE #0799; CONTACT: DAL TILE 214 - 398 -1411 GROUT: LATICRETE; COLOR: BRIGHT WHITE #44; INSTALL PER TCA F113 TILE; AMERICAN OLEAN TILE, 6" X 6 ", MATTE WALL TILE COLOR: VANILLA #51; CONTACT: AMERICAN OLEAN (888) AOT -TILE GROUT: LATICRETE; COLOR: BRIGHT WHITE #44; INSTALL PER TCA F113 STAINLESS STEEL PANELS GALVANIZED SHEET METAL IHOP MARLITE - PRODUCT; PLANK & PATTERN; KHAKI THREADS #PLK-5321 CONTACT: MARLITE (562) 926 -7208 IHOP MARLITE & PATTERN; QUIESCENT WHITE #PLK- 5440 -92; CONTACT: MARLITE (562) 926 -7208 IHOP MARLITE - PRODUCT: BEADBOARD PLANK & PATTERN; AGED CHERRY #812 -54. CONTACT; MARLITE (562) 926 -7208 LAMINATE; NEVAMAR COLOR & PATTERN: TEA STAIN SPUN YARN TEXTURED, #YSN -OOIT CONTACT: NEVAMAR (800) 638 -4380 LAMINATE: NEVAMAR COLOR & PATTERN: SCANDIA MAPLE TEXTURED, #WM -5577E LAMINATE: PIONITE COLOR & PATTERN: 58005 - FRENCH BLUE CONTACT; PIONITE (800( 777 -9113 LAMINATE; LAMINART COLOR & PATTERN: ROMAN GOLD #7901 -VT CONTACT: LAMINART DISTRIBUTOR (800) 323 -7624 U.S. GYPSUM; SHADOW -LINE TEGULAR EDGE, COLOR: ASPEN WHITE, 24"x 24 ", CEILING PROFILE - CONTACT; USG DISTRIBUTOR 877- 874 -4200 24" X 24" WHITE VINYL ROCK; WHITE FINISH, ALUMINUM, CAPPED STEEL GRID. ACCEPTABLE MANUFACTURERS: "ENDURE" BY CHICAGO METALLIC CORP. OR "CLIMAPLUS" BY U.S, GYPSUM CT -3 5/8" GYP, BOARD (SMOOTH FINISH @ CEILING) SPECIALTY PAINT (ALTERNATES FOR WC -1 IN HIGH HUMIDITY AREAS) ANVIL ULTRA TEX 2200; COLOR - MATCH ICI #652 HAZELWOOD LITEX; COLOR: MATCH SHERWIN WILLIAMS #2857 PEACE YELLOW ICI DULUX PAINT; COLOR - #626 GOLD DOUBLOON (YELLOW), SATIN ICI DULUX PAINT; COLOR - #752 RIVER BIRCH (LT. BEIGE), SATIN LATEX SEMI -GLOSS AT TRIM ONLY GRID REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 8 2008 City Of Tukwila BUILDING DIVISION ICI DULUX PAINT; COLOR - #159 CLASSIC LIBERTY RED (DARK ARED -SATIN FINISH) ICI DULUX PAINT; COLOR - #1444 FRENCH SILVER (LT. BLUE), FLAT ICI DULUX PAINT; COLOR - #2005 FRENCH WHITE (OFF WHITE), FLAT ICI DULUX PAINT; COLOR - #746 LANYARD (TAN}, SATIN ICI DULUX PAINT; COLOR - #1431 PROTOCOL BLUE (BLUE -SATIN FINISH) ICI DULUX PAINT; COLOR - #2005 FRENCH WHITE (OFF- WHITE), LATEX SEMI -GLOSS ICI DULUX PAINT; COLOR - #884 SILENT FOG (LIGHT GREEN), LATEX SEMI -GLOSS ENAMEL ICI DULUX PAINT; COLOR - #1309 CORNERSTONE (LIGHT BLUE), LATEX SEMI -GLOSS ENAMEL 1/8" DEEP X 18" WIDE ROUTED DADO, WOOD STAIN AFTER ROUTING TO MATCH NEVAMAR SCANDIA MAPLE TEXTURED LAMINATE #WM- 5577E. FINISH WITH TWO COATS SATIN - FINISH POLYURETHANE STAIN WB -3 TO MATCH PIONITE OILED CHERRY #WC421; FINISH WITH TWO COATS SATIN - FINISH POLYURETHANE ICI DULUX PAINT; COLOR - #752 RIVER BIRCH (LT. BEIGE), SATIN LATEX SEMI -GLOSS AT TRIM ONLY SEAL: 9291 --- -, A. z.XSXS$L OP wAszazTaTard • m RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 Cl z vi N El WO CO I- - DATE PROJECT Mina SHEET TITLE FINISH SCI-IEDUll SHEET NUMBER: A2.6 CITY SUBMITTAL NMI RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona $5014 Ph. 6502)330.4912 SEAL: 92 91 '... , .....__. i '-4111 / ' Agar . rllsltIZT., STATE OP WASHINGTON LOCATION: SOW BUILDIN 17250 5 SOUTHG 711 rreierrr I HARDWARE A. B. C. D. E. F. A. HINGES; • HAGER HINGE COMPANY • McKINNEY PRODUCTS COMPANY • STANLEY HARDWARE DIVISION B. LOCKS, LATCHES, AND BOLTS: • SHLAGE LOCK COMPANY C. CLOSURES: • DORMA DOOR CONTROL, INC. • LCN CLOSERS DIVISION /SCHLAGE LOCK, CO. D. SEALS, THRESHOLDS, AND DOOR BOTTOMS; • PEMKO E. DOOR STOPS, KICK PLATES, HOLDERS, AND VIEWERS: • IVES • HAGER F. PANIC HARDWARE: • ADAMS RITE G. PUSH AND PULLS: • HIAWATHA + HAGER A. COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI A156.1. B. USE STANDARD WEIGHT FIVE KNUCKLE, FLUSH BARREL HINGES. C. USE HEAVY WEIGHT HINGES FOR DOORS OVER 40 INCHES WIDE, D. USE FULL MORTISE HINGES UNLESS OTHERWISE NOTED, E. DOUBLE ACTING HINGES: HEAVY DUTY - CLAMP FLANGE TYPE, SPRING HINGE. F. DIMENSIONS: AS INDICATED, WITHIN LIMITS PRESCRIBED BY ANSI A156,1, • SIZES: MINIMUM SIZES AS REQUIRED BASED ON DOOR SIZE, WEIGHT, FREQUENCY OF USE, TRIM AND PROJECTION • SIZE HINGES TO SUITE THICKNESS OF DOOR, INCLUDING APPLIED FACING, • EXCEPTIONS: WHERE BOTH LEAVES ARE TO BE INSTALLED INTO WOOD, TEMPLATE SIZE UNITS ARE NOT REQUIRED. G. HINGE PINS: UNLESS OTHERWISE INDICATED USE THE FOLLOWING: • STEEL HINGES: STEEL PINS. • NON - FERROUS HINGES: STAINLESS STEEL PINS. • OUTSWING DOORS WITH KEYED LOCK OR EXIT ONLY FUNCTION: NON - REMOVABLE • INTERIOR DOORS: NON- RISING PINS. H, TIPS: FLAT BUTTON WITH MATCHING PLUG, FINISHED TO MATCH LEAVES. I. QUANTITY: PROVIDE 3 HINGES ON EACH DOOR PIANO HINGES: A. ROTON CONTINUOUS HINGE #780 -210, UNIVERSAL MANUFACTURE CO. CONTACT 1- 800 -821 -1414 LOCKS, LATCHES AND DOLTS: A. DEADBOLT LOCKS: B SERIES: • SINGLE CYLINDER DEADBOLT WITH THUMB TURN, B460P; SCHLAGE LOCK CO. B, LOCKSETS; • STOREROOM LOCK, D8OPD, RHODES DESIGN; SCHLAGE LOCK CO, • ENTRANCE LOCK, 050PD, RHODES DESIGN; SCHLAGE LOCK CO, • STOREFRONT LOCKSET; ALUMINUM STOREFRONT MANUFACTURE'S STANDARD. TWO POINT LOCKING MECHANISM WITH PADDLE TYPE LATCH LOCK HANDLE ON INTERIOR. a, DEAD BOLT: 6 PIN TUMBLER WITH CYLINDER GUARD, MINIMUM BOLT PROJECTION OF 1? INCHES b. THRESHOLD BOLT: METAL AUTOMATIC RELEASING TYPE WITH MINIMUM EMBEDMENT OF INCH INTO FLOOR • PRIVACY LOCK, 040PD, RHODES DESIGN; SCHLAGE LOCK CO. • STORE LOCK, D66PD, RHODES DESIGN; SCHLAGE LOCK CO, C. CYLINDERS: MINIMUM 6 PIN TUMBLER CYLINDERS, • CONSTRUCTION: ALL PARTS BRASS, BRONZE, STAINLESS STEEL, OR NICKEL SILVER D. FLUSH BOLTS: LEVER - EXTENSION FLUSH BOLTS COMPLYING WITH ANSI 156.16, GRADE 1. • LOWER ACTUATOR CENTERED 10" FROM DOOR BOTTOM, UPPER ACTUATOR CENTERED 72" FROM DOOR BOTTOM E. STRIKES: PROVIDE STRIKE FOR EACH LATCH BOLT AND LOCK BOLT. • FINISH TO MATCH HARDWARE ON DOOR, + USE WROUGHT BOX STRIKES WITH CURVED LIPS UNLESS OTHERWISE INDICATED, CLOSERS: A. CLOSERS - GENERAL: • EXCEPT AS OTHERWISE SPECIFICALLY INDICATED, COMPLY WITH MANUFACTURE'S RECOMMENDATIONS FOR SIZE OF CLOSER, DEPENDING ON SIZE AND WEIGHT OF DOOR, EXPOSURE TO WEATHER AND FREQUENCY OF USE. • SIZE CLOSURE OR ADJUST CLOSER OPENING PORCE TO COMPLY WITH APPLICABLE CODES. B. SUFACE- MOUNTED CLOSERS: • COMPLY WITH REQUIREMENTS OF ANSI /BHMA A156.4, GRADE 1. • PROVIDE CLOSERS MOUNTED INSIDE ALL DOORS. • FINISH: PAINT FINISH, COLOR SIMILAR TO FINISH ON SAME DOOR. C. CONCEALED CLOSER: STOREFRONT: • OVERHEAD TYPE, ALUMINUM STOREFRONT MANUFACTURE STANDARD, TYPE TO SUITE APPLICATION. FINISH TO MATCH DOOR, SEALS AND THRESHOLDS: A. WEATHERSTRIPPING AT HOLLOW METAL FRAMES: • AT JAMB AND HEAD: PEMKO, "SILICONSEAL" WEATHERSTRIPPING 588, • AT BOTTOM: DOOR SHOE, PEMKO. 216AV. B. WEATHERSTRIPPING AT ALUMINUM STOREFRONT ENTRANCE: • AT JAMB, THRESHOLD AND STOREFRONT HEAD: STOREFRONT MANUFACTURE'S STANDARD WEATHERSTRIPPING SYSTEM TO SUITE APPLICATION. C. THRESHOLDS; • FORMED TO ACCOMMODATE CHANGES IN ELEVATION AND TO FIT DOOR HARDWARE AND FRAMES, WIDTH AS REQUIRED TO MATCH OPENING. • THRESHOLD TYPES: a. THRESHOLD A: PEMKO 255A b, THRESHOLD B; PEMKO 179AV • SEALANT FOR SETTING THRESHOLDS: BUTYL - RUBBER OR BUTYL POLYISOBUTYLENE SEALANT, 2.5 DOOR STOPS, KICKPLATES, HOLDERS, BUMPERS AND VIEWERS: A. DOOR STOPS: • WALL STOP: HAGER 255W • FLOOR STOP: HAGER 179AV B. KICKPLATE: IVES, 8400 SERIES, 10 INCH AND 24 INCH HEIGHT x WIDTH OF DOOR, STAINLESS STEEL C. FLOOR STOP /HOLDERS: TRIANGLE BRASS #1224 D. VIEWER: IVES 698B26D "FISH EYE" E. WALL BUMPER: TRIANGLE BRASS 11270CXCP 2.6 PANIC HARDWARE: A. ALARM EXIT DEVICE TYPE: DETER V40XEB, US32D FINISH (REQUIRES MORTISE CYLINDER; STANDARD CAM NOT INCLUDEDI 2.7 PUSH AND PULLS: A. ALUMINUM STOREFRONT DOORS, #1 & #2 + PULL: HIAWATHA, HG122, US32D FINISH B. PUBLIC TOILET ROOMS: • PUSH PLATE: HAGER 40R, 4")(16" • DOOR PULL: HAGER, 9L 2,8 LOCK CYLINDERS AND KEYING: A. KEYING: OBTAIN THE OWNERS INSTRUCTIONS FOR KEYING. + KEY EACH LOCK DIFFERENTLY UNLESS OTHERWISE DIRECTED, • PROVIDE A NEW MASTER KEY SYSTEM. • PROVIDE STANDARD CYLINDERS FOR LOCKS ON ALL DOORS, UNLESS OTHERWISE INDICATED. B. KEYS: NICKEL SILVER, • PERMANENTLY INSCRIBE EACH KEY WITH MANUFACTURE'S CHANGE SYMBOL. PROVIDE INDIVIDUAL CHANGE KEY FOR EACH LOCK WHICH IS NOT DESIGNATED TO BE KEYED ALIKE WITH A GROUP OF RELATED LOCKS, • PROVIDE 3 OF EACH CHANGE KEY . • EACH MASTER KEY SYSTEM: 5 MASTER KEYS. 2,9 FASTENERS; FASTENERS: PROVIDE ALL FASTENERS REQUIRED FOR SECURE INSTALLATION. SELECT FASTENERS APPROPRIATE TO SUBSTRATE AND MATERIAL BEING FASTENERS. USE PHILLIPS FLATHEAD SCREWS UNLESS OTHERWISE INDICATED. USE FASTENERS IMPERVIOUS TO CORROSION OUTDOORS AND ON EXTERIOR DOORS. EXPOSED SCREWS: MATCH HARDWARE FINISH, DO NOT USE THROUGH -BOLTS WHERE BOLT HEAD OR NUT ON OPPOSITE FACE WOULD BE EXPOSED IN FINISH WORK, UNLESS OTHERWISE INDICATED. • WHERE BOLT HEAD OR NUT IS EXPOSED IN FINISH WORK, PROVIDE THE SAME FINISH AS HARDWARE ON THAT SIDE OF THE DOOR, • PROVIDE SLEEVES FOR THROUGH -BOLTS OR USE HEX SCREW FASTENERS, • USE THROUGHOBOLTS WHERE IT IS NOT POSSIBLE TO REINFORCE SUBSTRATE ADEQUATELY, 2,10 FINISHES: A. FINISHES: ALL HARDWARE TO HAVE 626, SATIN CHROMIUM PLATED FINISH, UNLESS OTHERWISE NOTED. S CHEDU LE A. INSTALLATION: • VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSION ARE AS INSTRUCTED BY THE MANUFACTURER. • INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. • USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. • MOUNT AT HEIGHT INDICATED IN "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE FOR STANDARD STEEL DOORS AND FRAMES" BY THE DOOR AND HARDWARE INSTITUTE, AND AS REQUIRED TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT, AND OTHER STATE, AND LOCAL CODES. • SET UNITS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. • REINFORCE SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. • SET THRESHOLD IN FULL BED OF SEALANT. • ADJUST HARDWARE FOR SMOOTH OPERATION, • DO NOT PERMIT ADJACENT WORK TO DAMAGE HARDWARE OR FINISH. A, FURNISH THE FOLLOWING HARDWARE GROUPS WITH THE SPECIFIED ITEMS. HARDWARE GROUP ID INDICATED IN THE DOOR SCHEDULE. • HARDWARE GROUP 1: a. 3 SETS BUTT HINGES, TOP, BOTTOM, AND INTERMEDIATE WITH CONVENTIONAL STOPS b, 2 SETS PULLS c, 2 OVERHEAD CLOSERS d. 2 SETS WEATHERSTRIPPING AND SWEEPS e. 2 PANIC DEVICES f. 2 DOOR STOPS /FLOOR TYPE g. 1 THRESHOLD h. 1 SET SIGNAGE i, 1 LOCKSET - STOREFRONT LOCK • HARDWARE GROUP 2 • HARDWARE GROUP 3 a, 1 SET BUTT HINGES TOP AND BOTTOM b. 1 ALARMED PANIC DEVICE c. 1 CONCEALED CLOSER d, 1 THRESHOLD s, 1 SET WEATHERSTRIPPING F. 1 SET CONVECTIONAL STOP • HARDWARE GROUP 4 a. 1 PIANO HINGE CONTINUOUS b. 1 CLOSER c, 1 KICKPLATE 124 11 H x WIDTH OF DOOR) d. 1 DOOR VIEWER [ADJUSTABLE "FISH EYE'S a. 1 THRESHOLD f. 1 DOOR HOLDER /KICK TYPE g. 1 SET WEATHERSTRIPPING AND SWEEP h. 1 FLOOR STOP /HOLDER i, 1 PANIC DEVICE • HARDWARE GROUP 5 a. 1i PAIRS OF HINGES b. 1 LOCKSET - STOREROOM LOCK c, 1 SET FLUSH BOLTS d, 1 THRESHOLD s, 1 SET WEATHERSTRIPPING AND SWEEPS • HARDWARE GROUP 6 a. 11 PAIRS OF HINGES b. 1 PUSH c. 1 PULL d. 1 CLOSER e. 1 KICKPLATE (24 "xWIDTH OF DOOR) f. 1 WALL BUMPER g. 1 SET SIGNAGE • HARDWARE GROUP 7 a. 1i PAIRS OF HINGES b, 1 DEAD BOLT c. 1 LOCKSET - ENTRANCE LOCK d. 1 DOOR STOP: WALL TYPE e, 1 VIEW PANEL • HARDWARE GROUP 8 a. 1 PAIRS OF HINGES b. 1 LOCKSET - STORE LOCK c. 1 DOOR STOP: FLOOR TYPE • HARDWARE GROUP 9 • HARDWARE GROUP 10 • HARDWARE GROUP 11 a. 4 WALL BUMPERS ALL REMAINING HARDWARE PROVIDED BY DOOR MANUFACTURE TRIANGLE BRASS MANUFACTURE COMPANY, INC, LOS ANGELES, CALIFORNIA 1- 800 - 637 -8746 124 HR. TOLL FREE FAX NUMBER) LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOWING EXIST: 2. IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUP B, F,M AND S AND IN PLACE OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY - OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED. 2,1 THE LOCKING DEVICE IS READILY OISTINGUISHABLE AS LOCKED, 2.2 A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". THE SIGN SHALL BE IN LETTERS 1 INCH (25MM) HIGH ON A CONTRASTING BACKGROUND. ANSI 1t08.1BL$ IX9R IMIDIE.AMH @BERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE, ROOM NAME DOOR SIZE HEIGHT WIDTH THK. TYPE MATERIAL DOOR FRAME FIN, FIRE RATING TYPE MATERIAL FIN. DOOR SCHEDULE FIRE RATING HARD— WARE REMARKS ENTRY LOBBY DINING ROOM MEN WOMEN SERVICE AREA 1 3 6 6 HALLWAY OFFICE H.METAL DOUBLE GALLEY DELIVERY DOOR DRY STORAGE MECHANICAL DISH AREA CLOSET 1 2 3 4 5 6 7 8 9 10 11 12 13 7'-0° 7' -0" 7' -O" T -0" 7' -0" 6' - 8 " T -0" 7' -0" T -0" 6'_6 7' - 0 " PR 3' -0" 3'-O" 3' -0" 3'-0" 3' -0" PR 1' - 10" 4' -0': 3' -0" 5' -0" 31-0" 3' -0" 1 -3/4" 1 -3/4" 1-3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" A B D D D F C D G F H ALUM /GL ALUM /GL 5.C. WOOD S.C. WOOD H.METAL H.METAL H.METAL M M HPL 4 HPL 4 P HPL 4 P P P HPL 4 HPL 4 A B D D E E D F C D G F W ALUM ALUM H. MTL. H. MTL, WOOD WOOD H. MTL. H, METAL H. MTL. H. MTL. H. MTL, H. METAL R R PF -3 PF -3 PF -3 PF - 3 P -9 P -9 P -9 1 -3/4" 1 -3/4" P - 9 P -9 PF -5 H. METAL PF -3 7 11 4 8 5 11 5 SURFACE MOUNTED CLOSER, 1" INSUL. GLAZING W /SIDELITES, DOOR NOTE 410 PANIC HARDWARE; CONCEALED CLOSER; 1" INSULATED GLAZING LAMINATED DOOR WITH ACCESSIBILITY SYMBOL- SEE SIGNAGE PLAN SHEET A4.0 LAMINATED DOOR WITH ACCESSIBILITY SYMBOL- SEE SIGNAGE PLAN SHEET A4.0 WOOD TRIM OPENING WOOD TRIM OPENING WITH 15 ONE -WAY WINDOW W /MINI BLINDS, PROVIDE BOTTOM 12" X 12" METAL LOUVER VENT SWING DOOR, ELIASON #SCP8 DOOR WITH NEVAMAR LAMINATE #WM -5577E SCANDIA MAPLE TEXTURED, 18 GA. STAINLESS STEEL EDGE TRIM AND HINGE COVERS, 9" X 24" ACRYLIC WINDOW, DOOR BUMPER ON EACH SIDE OF DOOR SWING PANIC HARDWARE; PIANO HINGE, NO EXTERIOR HANDLE /OPENING DEVICE; USE BOLT - IN TYPE H.M. FRAME; PROVIDE ARTICULATED FISH - EYE VIEWER AND EYE -HOOK IN DOOR WITH HOLD-OPEN, KICKPLATE INSTALL CHAIN - TYPE DOOR STOP @ TOP OF FRAME TO PREVENT DOOR FROM SWINGING PAST 90 SWING DOOR, ELIASON #SCP8 DOOR WITH NEVAMAR LAMINATE #WM - 5577E SCANDIA MAPLE TEXTURED, 18 GA. STAINLESS STEEL EDGE TRIM AND HINGE COVERS, 9" X 24" ACRYLIC WINDOW, DOOR BUMPER ON EACH SIDE OF DOOR SWING DOOR NOTES 1, ALL DOORS ARE TO HAVE LEVER TYPE HARDWARE, UNLESS OTHERWISE NOTED AS PANIC HARDWARE (LEVER AT PULL SIDEL AND THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED AS SPECIFIED ON NOTE 3 FOR EXTERIOR & INTERIOR DOORS. 2. JAMB DESIGN FOR ALL ALUMINUM ENTRY DOORS SHALL BE CONSTRUCTED TO WITHSTAND 1.600 lbs. OF PRESSURE IN BOTH A VERTICAL DISTANCE OF 3" AND A HORIZONTAL DISTANCE OF 1" EACH SIDE OF THE STRIKE. 3. ANSI 1008,1,9 PANIC AND FIRE EXIT HARDWARE. WHERE PANIC AND FIRE EXIT HARDWARE IS INSTALLED, IT SHALL COMPLY WITH THE FOLLOWING A. THE ACTUATING PORTION IF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE -HALF OF THE DOOR LEAF WIDTH, B. THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS, 4. ALL HOLLOW METAL FRAMES ARE TO BE WELDED TYPE; NO KNOCKDOWN FRAMES ALLOWED, 5. ALL DIMENSIONS ARE FOR BIDDING PURPOSES ONLY, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 6. ALL DOOR GLAZING TO BE SAFETY TYPE, LOW E CLEAR GLAZING. 7. ALL MAIL SLOTS ARE TO BE PROVIDED WITH AN INTERNAL HOOD TO PREVENT MANIPULATION OF THE LOCKING DEVICE, 8, PROVIDE ALUMINUM BREAK METAL AT JAMB. 9, PROVIDE STICKER TYPE SIGNAGE ON EXTERIOR FACE OF DOORS #3 THAT READS "NOT AN ENTRANCE, EMERGENCY EXIT ONLY" AND STICKER INSIDE THAT REDS " EMERGANGY EXIT ONLY ALARM WILL SOUND ". 10. ALL DOORS SHALL NOT HAVE HOLD OPEN HINGES, P /PF = PAINT FINISH - SEE SHEET A2,6 FOR FINISH HPL = PLASTIC LAMINATE - SEE SHEET A2.6 FOR FINISH M = MANUFACTURE'S FINISH R = REDWOOD [SEE STOREFRONT SYSTEM NOTES] O EACH PANE SHALL BEAR THE MANUFACTURER'S MARK DESIGNATING THE TYPE AND THICKNESS OF THE GLASS OR GLAZING MATERIAL. THE IDENTIFICATION SHALL NOT Be OMITTED UNLESS APPROVED AND AN AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS THAT COMPLY WITH THE PROVISIONS OF THIS CHAPTER. SAFETY GLAZING SHALL BE IDENTIFIED IN ACCORDANCE WITH IBC /ICC SECTION 2406,2. EACH PANE OF TEMPERED GLASS, EXCEPT TEMPERED SPANDREL GLASS, SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER, THE IDENTIFICATION MARK SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED, LASER ETCHED, EMBOSSED OR OF A TYPE THAT, ONCE APPLIED, CANNOT BE REMOVED WITHOUT BEING DESTROYED. STOREFRONT NOTES A, ALL EXTERIOR STOREFRONT IS EXISTING, 1,1, WHERE NEW STOREFRONT IS INDICATED PER TENANT IMPROVEMENTS, ALL EW DOORS OR WINDOWS ARE TO MATCH EXISTING CONDITIONS. FIELD VERIFY EXISTING CONDITIONS. OPENING # 6, 7, & 8 SIM., SEE DETAILS 4 & 7/A19 SIM, SEE NOTE #5 THRU - BOLTED DOOR HANDLE INTERIOR AND EXTERIOR HC SYMBOLS SEE DETAIL BELOW SWING DOOR, ELIASON #SCP8 DOOR. FRAME, JAMB, & DOOR BY MANUFACTURE DOOR AND - FRAME TYPES B OUTSIDE VIEW SIM. ALUM, FRAME SIM. SIM. ONE WAY WINDOW @ DOOR CO STEEL FRAME ONLY 24" KICK PLATE 0 DR, #12 BOTTOM LOUVER VENT @ DOOR #10 & #13 ONLY 10" HT. KICK PLATE DOORS #4,5 & 11 ONLY DOORS #3 & 1'4 - NO STRIKE OR CUT -OUT ON FRAME DOORS #7 & #10 - UNDERCUT 1" FOR VENTILATION 6" INTERNATIONAL SYMBOL OF ACCESSIBILITY - PICTOGRAM WINDOW DECAL REVIEWED FOR— O CODE COMPLIANCE APPROVE 1UL 18 MB City Of Tukwila BUILDING DIVISIO NO_ REVISION /ISSUE DATE PROIECf NUMBER: 3083 ihop southcenter lukwilo wn DAM I DRAWN BY: 03 -21 -2008 MET TITLE DOOR HARDWARE AND WINDOW STORE FRONT SCHEDULES MET NUMBER: A2.7 CITY SUBMITTAL ".. ........... w.,....... ::.:,:: 3 h .. • .. ..f.. ...... .. 1 "... . 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'Yo,- .i+.... 333, `� • • 53%3 • 3333_.. ;... ........ 3333... �. "�... ... ... € .. r - r - r+ .. . _ € i : € • : 4:3333 /n?:utiHY MA. ^! 512:Yang'e.�n�u�:e./iu:�n:ti343f �,isi,ti'i.'sY ...........3W ....v, ........' .•........, ti ................. • ITT € ..... ...... ............ ��•,� .. ,5333 ... ... �lti�M -, 3333. 3.. 3. 4. 5. 6, EXISTING STRUCTURE REMOVE DOOR RELOCATE DOOR TO NEW LOCATION NEW DOOR NEW STOREFRONT TENANT SIGNAGE—SEPARATE SUBMITTAL REQUIRED, SIGNS PER ZONING ORDINANCE AND CITY REGULATIONS. GENERAL NOTES CODE. COMPLIANCE APPROVED .11.1L 1 8 200B SEE FINISH SCHEDULE ON SHEET A6 FOR FINISH SPEC. & COLORS, ROOF EQUIPMENT WILL BE SCREENED FROM VIEW ON THE SURROUNDING STREETS & FREEWAYS GENERAL CONTRACTOR TO PROVIDE FOR PROPER GAUGE GUTTER ATTACHMENT, AND RAIN WATER LEADERS PROM GUTTER, RUN TO COMPLY WITH APPLICABLE CODE AND ORDINANCES City Of Tukvola BUILDING DIVISION MM Lia CM 2 RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 NO. co p ix LLI L T, I— 1.7. i 0 REVISION/ISSUE DATE PROJECT NUMBER: BATE: I DRAWN BY: SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER: A3.0 CITY SUBMITTAL \/ 1 rh I Q r ownsOMMIW IOWA a 2460 Ali { j S i otat:::l141440 sibiL:Y *0 . • I :'�. .. .. .. ....,'� i.. ,. ;s _.. ^^^.Y°S;r°h,�:�.:Y-'�� k: .-- 4w'm"'+.�v�:::....�.._..•,a.� �.., �- yam.-- se —.._�. - MIT;:.. P ' - ¢�:lMM ,::na¢¢aas- ::xviwp,::eranm,�.�R E ri o 73 r o co %y in r ' z `0 BT CI TM{ESE DRAWINGS ARE COPYRIGHTED INSTRUAMENTS OF SERVICE AND ARf THE PROPERTY Of IWA GROUP ARCHITECTS, PLLC. ALL DESIGNS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR THE USE Of THE SPECIFIED PROJECT AND SHALL NOT 9f USED fOR ANY OTHER PROTECT WITHOUT THE EXPRESSED WRITTEN PERMISSION Of RAM GROUP ARCHITECTS, PMLC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AHD BE RESPONSIBLE FOR ALL DIMENS1ONS AND CONDITIONS ON THE JOB AND RAM GROUP ARCHITECTS, PLLC SHALL BENOTIFIEO IN WRITING OF ANY DEVIATIONS FROM THE DIMENSIONS MD CONDITIONS INDICATED ON THE DRAWINGS. SHOULD IT APPEAR THAT ANY WORK COVERED BY THE CONTRACT IS NOT SUFFICIENTLY DETAILED OR EXPLAINED; OR If CONFLICTING INFORMATION EXISTS, THE CONTRACTOR SHALL NOTIFY RAM GROUP ARCHITECTS, PLLC IN WRITING. RAM GROUP ARCHITECTS, PLLC SHALL NOi BE RESPONSIBLE FORERBORS OR OMISSIONS CAUSED BY THE CONTRACTOR'S FAILURE 10 PROPERLY NOTIFY RAM GROUP ARCHITECTS, PLLC PRIOR iO VIORX BEING £OAIMEN[ED. SHOP DRAWINGS SHALL BE SUBMITTED TO RAM GROUP ARCHITECTS, PLLC PRIOR TO PROCEEDING WITH ANY WORK. r- r f1 ✓ re PP 1'1 r CD rep rre 0 w C O ra g g. It7 0 Z Vt c m m STORE NO. LOCAUON: SOUTHCENTER SQUARE BUILDING "S" - SUITE 104 17250 SOUTHCENTER PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON N }{ g x � Leon w 0.9 j-S w3 .�SW47 o 7a 0 C 21 ° a s a . ca • 1st 12. ril 0 0 r' 4114 a in No ern 4t. GI r n 1 RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4911 t EXISTING STRUCTURE, CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO LAYOUT. EXISTING STRUCTURE DRAWING BASED UPON SHELL INFORMATION RECEIVED FROM SHELL DESIGN APPROVED PLANS NOT FROM EXISTING CONDITIONS, 2. NEW ROOF TOP MECHANICAL UNITS, CONTRACTOR TO FULLY REPAIR ALL DAMAGE TO ROOFING DUE TO INSTALLATION OF NEW MECHANICAL SYSTEMS. SEE MECHANICAL DRAWINGS FOR EQUIPMENT SPECIFICATIONS, 3. NEW INFILL OF CONCRETE SLAB DUE TO SAW CUT OF EXISTING SLAB FOR INSTALLATION OF NEW PLUMBING, 4. KITCHEN GREASE EXHAUST DUCT TO FAN, DUCT TO BE FULLY PROTECTED BY 3M /20A DUCT WRAP PER ICC REPORT ESR-1255, 5. LAY IN CEILING - VINYL CLAD PER REFLECTED CEILING PLAN. 6. SODA LINE IN CONDUIT SUPPLIED & INSTALLED BY ELECTRICAL CONTRACTOR - SIZE PER REQUIREMENT OF SODA VENDOR. 7, STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD, UL710, UL1046, UL1598 APPROVALS 8. LIGHT FIXTURE PER ELECTRICAL. 9, KITCHEN EQUIPMENT PER KITCHEN PLANS, 10. LOW WALL DRYWALL OVER METAL STUDS FINISHED PAINT, TAPE AND TEXTURE. 11. SEATING BOOTH OWNER SPECIFIED. 12, TABLE AND CHAIRS BY OWNER. 13. SUSPENDED DRYWALL CEILING. 14, LAY-IN ACOUSTICAL CEILING TILES IN METAL GRID, 15, FLOOR SINK PER PLUMBING PLAN. 16. FRP WALL FINISH AT ALL KITCHEN INTERIOR WALL U.NA, FINISH TO BOTTOM OF CEILING. 17. STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM FROM DISH WASHING EQUIPMENT 18. ALL HOT WATER AND DRAIN PIPES SHALL BE INSULATED MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PRE MOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL SERVICE JACKET INSULATION THICKNESS SHALL BE MIN 1 19, STAINLESS STEEL WALL PANEL AT COOKLINE AND WAREWASH AREA BY KITCHEN EQUIPMENT CONTRACTOR. 20, REMOVE EXISTING STORE FRONT WINDOW, REPLACE WITH DOORS PER PLAN. 21. INSTALL BLACK OUT WINDOW FILM AT ALL CONCEALED STORE FRONT GLASS THAT IS TO BE COVERED BY NEW INTERIOR FURRING. 22, THROUGH PENETRATION FIRE STOP AT ALL PENETRATIONS OF EXISTING PIPE AND CONDUIT THROUGH DEMISING WALL PER DETAILS. FIELD VERIFY ALL CONDITIONS AND LOCATIONS, 23. DRYWALL SOFFIT OVER METAL CHANNEL AT DINING AREA. 24, PORTABLE FIRE EXTINGUISHER IN SEMI RECESSED CABINET, EXTINGUISHER TO BO "CLASS K COMBUSTIBLE COOKING MEDIA" FIRE REQUIREMENTS OF NFPA 10 EXTINGUISHER COMPLIANCE W /ULI RATED 2 -A -K, UCL RATED 1 -A -K, UL STANDARD 8 & 711. EXTINGUISHER TO BE ANSUL MODEL KO1 -2 1.6 GALLON CAPACITY. 25, STAINLESS STEEL CLOSURE PANEL AT TOP AND SIDES OF COOLER /FREEZER BOX, CLASS I AND CLASS II HOODS TO CEILING, FIELD VERIFY EXACT DIMENSION. 26, TELEPHONE COMMUNICATIONS MOUNTING BOARD, 27. ELECTRICAL PANELS PER ELECTRICAL PLAN, TYP. 28, AIR CURTAIN PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. 29. ANSUL R -102 (UL U300 LISTED) FIRE SUPPRESSION SYSTEM, PER NFPA 17A AND NFPA 96, 30. ANSUL PULL STATION, WALL MOUNTED +48 A.F.F. 31, WALK -IN COOLER & FREEZER WALL AND DOOR PANELS BY MANUFACTURE. 32. SEE MECHANICAL FOR SUPPLY DUCT WORK IN CEILING. 33. SERVICE /MOP SINK. 34, POINT OF SALE STATION LOCATION, 35. FLOOR MOUNTED TOILET PARTITION - SELECTED BY OWNER. 36. GRAB BAR AT TOILET - PER SHEET A0.2 ACCESSIBLE STANDARDS DETAILS. 37. WATER CLOSET PER PLUMBING PLANS AND SPECIFICATIONS, 38. EXIT SIGN PER ELECTRICAL SPECIFICATIONS. 39. EXISTING STOREFRONT GLAZING TO REMAIN - FIELD VERIFY EXACT CONFIGURATIONS. REVIEW FOR CODE COMPLIANCE APPROVED JUL 18 2000 City Of Tukwila BUILDING DIVISION . G.EN-ERAL NOTES- - s 1. ALL DIMENSIONS ARE TO FACE OF METAL STUD UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO VERIFY AND CONFIRM ALL EXISTING CONDITIONS PRIOR TO LAYOUT OF NEW INTERIOR SPACE, EXISTING CONDITIONS ARE BASED UPON DRAWING FILES RECEIVED FROM SHELL ARCHITECT, NOT FROM ACTUAL EXISTING CONDITIONS. 3. CONTRACTOR TO FULLY REPAIR AND REPLACE ANY DAMAGED EXISTING BUILDING ELEMENTS TO ORIGINAL INSTALLED CONDITION AFTER INSTALLATION OF NEW TENANT IMPROVEMENTS. 4, CONTRACTOR TO COORDINATE WITH PROPERTY MANAGEMENT FOR STAGING OF CONSTRUCTION AND STORAGE OF MATERIALS & OBTAIN APPROVALS PRIOR TO BEGINNING ANY NEW CONSTRUCTION, 5. CONTRACTOR TO COORDINATE WITH TENANT THE FINAL LOCATIONS OF FURNISHINGS AND WALL DECORATIVE ELEMENTS 6. ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE PER DOOR SCHEDULE, 7. PRIOR TO START OF FRAMING: GENERAL CONTRACTOR SHALL VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT SPECIFICALLY DETAILED IN THESE CONSTRUCTION DOCUMENTS. 8. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR, HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED. 9. GLAZING (GLASS) SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZED 10ALL FINISHES AND FINISH MATERIALS, COLORS,TEXTURES SHALL BE VERIFIED BY THE OWNER OR PRIOR TO INSTALLATION FABRICATION OR ORDERING. 11. NEW MECHANICAL UNITS TO BE FULLY SCREENED BY EXISTING PARAPET WALLS BEE MECHANICAL PLANS FOR UNIT SPECIFICATIONS. RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4911 SEAL: ii.'' sy`SC.T , ; l- - '(.. -4 8?'IS IEL • STATE OF WASEINt3TON NO. REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihop soufhcenfer Tukwila wo DATE: I DRAWN BY 03 -21 -2008 SHEET TITLE INTERIOR ELEVATIONS BUILDING SECTIONS 11A1, AND "B" SHEET NUMBER: A3.2 CITY SUBMITTAL +21' -2 3/8" A.F.F. Id B.O. CEILING � - V+ 20' -4" A.F.F. B.O. CEILING j +12' -0 A.F.F. Y B.O. SOFFIT - - -_ -- O' -0" FINISHED FLOOR 0022) iBoo� _ F - - - J1 I6= JI is (005A) 1 L_ _� n n n II II H II II c___T II II c__- „___J II II 11 II II ; II 1 : -- n A IL=�JI IL =_4I IL = =�I I IL - -J1 11 __ _1L__ -fl_JU IL -_IL _____II _I! -11. 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CE ILING 0 1 `0 II EXISTING FINISH SLAB BUILDING SECTIONS /INTERIOR ELEVATION r BUILDING SECTIONS /INTERIOR ELEVATION 1/4 = 11 -.011 1/4'1 = 11-0" • m RAM GROUP ARCHITECTS, PLLC 3030 North 14th 51. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: SUIT OE C111 2.A :I{ Cyr LOCATION: SOUL BUILDIN 17250 5 ........_.._ ... J 0 t 1 ti F 003 u rti P(0050 h r I I 11 l II _ d. , J 1' > l 1 1 II W II 11 II 0 k= =:. w . ; . , ............._..._...._... +13s0 B.O. CEILING"! +12. o B.O. SOFFIT + 9 ` 0" B.O. 5OFFIT EXISTING FINISH SLAB"! C BUILDING SECTIONS /INTERIOR ELEVATION 1/4 = 1 -0 BUILDING SECTIONS /INTERIOR ELEVATION 1/4 = 11_0" Q KEYNOT-ES: 1. EXISTING STRUCTURE, CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO LAYOUT. EXISTING STRUCTURE DRAWING BASED UPON SHELL INFORMATION RECEIVED FROM SHELL DESIGN APPROVED PLANS NOT FROM EXISTING CONDITIONS, 2. NEW ROOF TOP MECHANICAL UNITS, CONTRACTOR TO FULLY REPAIR ALL DAMAGE TO ROOFING DUE TO INSTALLATION OF NEW MECHANICAL SYSTEMS. SEE MECHANICAL DRAWINGS FOR EQUIPMENT SPECIFICATIONS. 3. NEW INFILL OF CONCRETE SLAB DUE TO SAW CUT OF EXISTING SLAB FOR INSTALLATION OF NEW PLUMBING. 4. KITCHEN GREASE EXHAUST DUCT TO FAN, DUCT TO BE FULLY PROTECTED BY 3M /20A DUCT WRAP PER ICC REPORT ESR -1255, 5. LAY IN CEILING - VINYL CLAD PER REFLECTED CEILING PLAN, 6. SODA LINE IN CONDUIT SUPPLIED & INSTALLED BY ELECTRICAL CONTRACTOR - SIZE PER REQUIREMENT OF SODA VENDOR. 7, STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD, UL710, UL1046, UL1598 APPROVALS 8. LIGHT FIXTURE PER ELECTRICAL. 9. KITCHEN EQUIPMENT PER KITCHEN PLANS, 10. LOW WALL DRYWALL OVER METAL STUDS FINISHED PAINT, TAPE AND TEXTURE, 11, SEATING BOOTH OWNER SPECIFIED. 12, TABLE AND CHAIRS BY OWNER. 13. SUSPENDED DRYWALL CEILING. 14, LAY -IN ACOUSTICAL CEILING TILES IN METAL GRID. 15. FLOOR SINK PER PLUMBING PLAN, 16. FRP WALL FINISH AT ALL KITCHEN INTERIOR WALL U.N,O, FINISH TO BOTTOM OF CEILING. 17. STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM FROM DISH WASHING EQUIPMENT 18. ALL HOT WATER AND DRAIN PIPES SHALL Be INSULATED MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PRE MOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL SERVICE JACKET INSULATION THICKNESS SHALL BE MIN 1", 19. STAINLESS STEEL WALL PANEL AT COOKLINE AND WAREWASH AREA BY KITCHEN EQUIPMENT CONTRACTOR, 20. REMOVE EXISTING STORE FRONT WINDOW, REPLACE WITH DOORS PER PLAN, 21. INSTALL BLACK OUT WINDOW FILM AT ALL CONCEALED STORE FRONT GLASS THAT IS TO BE COVERED BY NEW INTERIOR FURRING. 22. THROUGH PENETRATION FIRE STOP AT ALL PENETRATIONS OF EXISTING PIPE AND CONDUIT THROUGH DEMISING WALL PER DETAILS. FIELD VERIFY ALL CONDITIONS AND LOCATIONS. 23. DRYWALL SOFFIT OVER METAL CHANNEL AT DINING AREA. 24, PORTABLE FIRE EXTINGUISHER IN SEMI RECESSED CABINET, EXTINGUISHER TO BO "CLASS K COMBUSTIBLE COOKING MEDIA" FIRE REQUIREMENTS OF NFPA 10 EXTINGUISHER COMPLIANCE W /ULI RATED 2 -A -K, UCL RATED 1 -A -K, UL STANDARD 8 & 711. EXTINGUISHER TO BE ANSUL MODEL K01 -2 1,6 GALLON CAPACITY. 25, STAINLESS STEEL CLOSURE PANEL AT TOP AND SIDES OF COOLER /FREEZER BOX, CLASS I AND CLASS II HOODS TO CEILING, FIELD VERIFY EXACT DIMENSION. 26, TELEPHONE COMMUNICATIONS MOUNTING BOARD. 27. ELECTRICAL PANELS PER ELECTRICAL PLAN, TYP. 28, AIR CURTAIN PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. 29. ANSUL R -102 (UL U300 LISTED) FIRE SUPPRESSION SYSTEM, PER NFPA 17A AND NFPA 96. 30. ANSUL PULL STATION, WALL MOUNTED +48" A.F.F. 31, WALK -IN COOLER & FREEZER WALL AND DOOR PANELS BY MANUFACTURE. 32. SEE MECHANICAL FOR SUPPLY DUCT WORK IN CEILING. 33. SERVICE /MOP SINK. 34, POINT OF SALE STATION LOCATION. 35, FLOOR MOUNTED TOILET PARTITION - SELECTED BY OWNER. 36. GRAB BAR AT TOILET - PER SHEET A0,2 ACCESSIBLE STANDARDS DETAILS. 37. WATER CLOSET PER PLUMBING PLANS AND SPECIFICATIONS. 38. EXIT SIGN PER ELECTRICAL SPECIFICATIONS. 39, EXISTING STOREFRONT GLAZING TO REMAIN - FIELD VERIFY EXACT CONFIGURATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 8 2008 Ci�l Of Tukwila BUILDING DIVISION GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF METAL STUD UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO VERIFY AND CONFIRM ALL EXISTING CONDITIONS PRIOR TO LAYOUT OF NEW INTERIOR SPACE, EXISTING CONDITIONS ARE BASED UPON DRAWING FILES RECEIVED FROM SHELL ARCHITECT, NOT FROM ACTUAL EXISTING CONDITIONS, 3. CONTRACTOR TO FULLY REPAIR AND REPLACE ANY DAMAGED EXISTING BUILDING ELEMENTS TO ORIGINAL INSTALLED CONDITION AFTER INSTALLATION OF NEW TENANT IMPROVEMENTS. 4, CONTRACTOR TO COORDINATE WITH PROPERTY MANAGEMENT FOR STAGING OF CONSTRUCTION AND STORAGE OF MATERIALS & OBTAIN APPROVALS PRIOR TO BEGINNING ANY NEW CONSTRUCTION, 5. CONTRACTOR TO COORDINATE WITH TENANT THE FINAL LOCATIONS OF FURNISHINGS AND WALL DECORATIVE ELEMENTS 6.ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE PER DOOR SCHEDULE. 7. PRIOR TO START OF FRAMING; GENERAL CONTRACTOR SHALL VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT SPECIFICALLY DETAILED IN THESE CONSTRUCTION DOCUMENTS. 8. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR, HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED. 9. GLAZING (GLASS) SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZED 10ALL FINISHES AND FINISH MATERIALS, COLORS,TEXTURES SHALL BE VERIFIED BY THE OWNER OR PRIOR TO INSTALLATION, FABRICATION OR ORDERING. 11. NEW MECHANICAL UNITS TO BE FULLY SCREENED BY EXISTING PARAPET WALLS SEE MECHANICAL PLANS FOR UNIT SPECIFICATIONS. NO_ REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihap sauthcenler hlkwila wn DATE: I DRAWN BY: 03 -21 -2008 SHEET TITLE INTERIOR ELEVATIONS BUILDING SECTIONS "C" AND "D" SHEET NUMBER: A3.3 CITY SUBMITTAL 0 I <EYNOTES: 1. EXISTING STRUCTURE, CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO LAYOUT. EXISTING STRUCTURE DRAWING BASED UPON SHELL INFORMATION RECEIVED FROM SHELL DESIGN APPROVED PLANS FROM EXISTING CONDITIONS. 2. NEW ROOF TOP MECHANICAL UNITS, CONTRACTOR REPAIR ALL DAMAGE TO ROOFING DUE TO INSTALLATION OF NEW MECHANICAL SYSTEMS. SEE MECHANICAL DRAWINGS FOR EQUIPMENT SPECIFICATIONS. 3. NEW INFILL OF CONCRETE SLAB DUE TO SAW CUT EXISTING SLAB FOR INSTALLATION OF NEW PLUMBING. 4, KITCHEN GREASE EXHAUST DUCT TO FAN, DUCT FULLY PROTECTED BY 3M /20A DUCT WRAP PER ESR -1255, 5. LAY IN CEILING - VINYL CLAD PER REFLECTED PLAN. 6. SODA LINE IN CONDUIT SUPPLIED & INSTALLED ELECTRICAL CONTRACTOR - SIZE PER REQUIREMENT SODA VENDOR. 7, STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD, UL1046, UL1598 APPROVALS 8. LIGHT FIXTURE PER ELECTRICAL. a KITCHEN EQUIPMENT PER KITCHEN PLANS. 10. LOW WALL DRYWALL OVER METAL STUDS FINISHED TAPE AND TEXTURE, 11. SEATING BOOTH OWNER SPECIFIED. 12. TABLE AND CHAIRS BY OWNER. 13. SUSPENDED DRYWALL CEILING. 14, LAY-IN ACOUSTICAL CEILING TILES IN METAL GRID, 15. FLOOR SINK PER PLUMBING PLAN. 16, FRP WALL FINISH AT ALL KITCHEN INTERIOR WALL FINISH TO BOTTOM OF CEILING. 17. STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM DISH WASHING EQUIPMENT 18. ALL HOT WATER AND DRAIN PIPES SHALL BE INSULATED MINIMUM HOT WATER SUPPLY INSULATION SHALL MOLDED FIBERGLASS PIPE INSULATION WITH WHITE SERVICE JACKET INSULATION THICKNESS SHALL 19. STAINLESS STEEL WALL PANEL AT COOKLINE AND WAREWASH AREA BY KITCHEN EQUIPMENT CONTRACTOR. 20. REMOVE EXISTING STORE FRONT WINDOW, REPLACE DOORS PER PLAN. 21. INSTALL BLACK OUT WINDOW FILM AT ALL CONCEALED STORE FRONT GLASS THAT I5 TO BE COVERED INTERIOR FURRING. 22. THROUGH PENETRATION FIRE STOP AT ALL PENETRATIONS OF EXISTING PIPE AND CONDUIT THROUGH DEMISING PER DETAILS. FIELD VERIFY ALL CONDITIONS AND LOCATIONS. 23. DRYWALL SOFFIT OVER METAL CHANNEL AT DINING 24, PORTABLE FIRE EXTINGUISHER IN SEMI RECESSED EXTINGUISHER TO BO "CLASS K COMBUSTIBLE COOKING MEDIA" FIRE REQUIREMENTS OF NFPA 10 EXTINGUISHER COMPLIANCE W /ULI RATED 2 -A -K, UCL RATED 1 -A STANDARD 8 & 711. EXTINGUISHER TO BE ANSUL K01 -2 1.6 GALLON CAPACITY. 25, STAINLESS STEEL CLOSURE PANEL AT TOP AND COOLER /FREEZER BOX, GLASS I AND CLASS II CEILING, FIELD VERIFY EXACT DIMENSION. 26. TELEPHONE COMMUNICATIONS MOUNTING BOARD. 27. ELECTRICAL PANELS PER ELECTRICAL PLAN, TYP. 28. AIR CURTAIN PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. 29. ANSUL R -102 (UL U300 LISTED) FIRE SUPPRESSION PER NFPA 17A AND NFPA 96. 30. ANSUL PULL STATION, WALL MOUNTED +48" A.F.F. 31. WALK-IN COOLER & FREEZER WALL AND DOOR MANUFACTURE. 32. SEE MECHANICAL FOR SUPPLY DUCT WORK IN CEILING. 33. SERVICE /MOP SINK. 34. POINT OF SALE STATION LOCATION, 35. FLOOR MOUNTED TOILET PARTITION - SELECTED 36, GRAB BAR AT TOILET - PER SHEET A0.2 ACCESSIBLE STANDARDS DETAILS. 37. WATER CLOSET PER PLUMBING PLANS AND SPECIFICATIONS. 38. EXIT SIGN PER ELECTRICAL SPECIFICATIONS. 39. EXISTING STOREFRONT GLAZING TO REMAIN - VERIFY EXACT CONFIGURATIONS, REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2008 City Of TukvvIla BUILDING DIVISION . ALL NOT TO FULLY OF TO BE ICC REPORT CEILING BY OF UL710, PAINT, U.N.O. FROM BE PRE ALL BE MIN 1 ". WITH BY NEW WALL AREA. CABINET, -K, UL MODEL SIDES OF HOODS TO SYSTEM, PANELS BY BY OWNER. FIELD GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF METAL STUD UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO VERIFY AND CONFIRM ALL EXISTING CONDITIONS PRIOR TO LAYOUT OF NEW INTERIOR SPACE. EXISTING CONDITIONS ARE BASED UPON DRAWING FILES RECEIVED FROM SHELL ARCHITECT, NOT FROM ACTUAL EXISTING CONDITIONS. 3, CONTRACTOR TO FULLY REPAIR AND REPLACE ANY DAMAGED EXISTING BUILDING ELEMENTS TO ORIGINAL INSTALLED CONDITION AFTER INSTALLATION OF NEW TENANT IMPROVEMENTS. 4. CONTRACTOR TO COORDINATE WITH PROPERTY MANAGEMENT FOR STAGING OF CONSTRUCTION AND STORAGE OF MATERIALS & OBTAIN APPROVALS PRIOR TO BEGINNING ANY NEW CONSTRUCTION, 5. CONTRACTOR TO COORDINATE WITH TENANT THE FINAL LOCATIONS OF FURNISHINGS AND WALL DECORATIVE ELEMENTS 6.ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE PER DOOR SCHEDULE. 7. PRIOR TO START OF FRAMING: GENERAL CONTRACTOR SHALL VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT SPECIFICALLY DETAILED IN THESE CONSTRUCTION DOCUMENTS. 8. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR, HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED. 9. GLAZING )GLASS) SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZED 10ALL FINISHES AND FINISH MATERIALS, COLORS,TEXTURES SHALL BE VERIFIED BY THE OWNER OR PRIOR TO INSTALLATION, FABRICATION OR ORDERING. 11. NEW MECHANICAL UNITS TO BE FULLY SCREENED BY EXISTING PARAPET WALLS SEE MECHANICAL PLANS FOR UNIT SPECIFICATIONS. RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: 1 921 GISTBRBD CXTECT g IIEL .. E`lT1 . MI STATS OF WAMNOTOtd MO NMI MOM NM 'ON iZIO1S Sf ' .L. A. rER SQUAI rE 104 -rl r1• rll /lal1.I - - i >'w•.i eZz 1Nbmnvisst • OHI NO. REVISION /ISSUE DATE PROJECT NUM: 3083 ihop soufhcenfer Tukwila we DATE: I DRAWN BY: 03 -21 -2008 SHEET TITLE INTERIOR ELEVATIONS BUILDING SECTIONS "E" AND! " SHEET NUMBER: A3.4 CITY SUBMITTAL - 'f _ X a - Sf ' .L. A. _. - - i >'w•.i eZz - .. _ X . . _. ,' CEILING w:i»Ir:M 1 EXISTING FINISH SLAB IIIIIIIP BUILDING SECTIONS /INTERIOR ELEVATION 1/4" = BUILDING SECTIONS/INTERIOR ELEVATION 1/4" = 1' -O" i 0 I «YNOTES: 1. EXISTING STRUCTURE, CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO LAYOUT. EXISTING STRUCTURE DRAWING BASED UPON SHELL INFORMATION RECEIVED FROM SHELL DESIGN APPROVED PLANS NOT FROM EXISTING CONDITIONS. 2. NEW ROOF TOP MECHANICAL UNITS, CONTRACTOR TO FULLY REPAIR ALL DAMAGE TO ROOFING DUE TO INSTALLATION OF NEW MECHANICAL SYSTEMS. SEE MECHANICAL DRAWINGS FOR EQUIPMENT SPECIFICATIONS. 3. NEW INFILL OF CONCRETE SLAB DUE TO SAW CUT OF EXISTING SLAB FOR INSTALLATION OF NEW PLUMBING. 4, KITCHEN GREASE EXHAUST DUCT TO FAN, DUCT TO BE FULLY PROTECTED BY 3M /20A DUCT WRAP PER ICC REPORT ESR -1255. 5. LAY IN CEILING - VINYL CLAD PER REFLECTED CEILING PLAN. 6. SODA LINE IN CONDUIT SUPPLIED & INSTALLED BY ELECTRICAL CONTRACTOR - SIZE PER REQUIREMENT OF SODA VENDOR. 7, STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD, UL7I0, 0046, UL1598 APPROVALS 8. LIGHT FIXTURE PER ELECTRICAL. 9, KITCHEN EQUIPMENT PER KITCHEN PLANS, 10. LOW WALL DRYWALL OVER METAL STUDS FINISHED PAINT, TAPE AND TEXTURE. 11. SEATING BOOTH OWNER SPECIFIED. 12. TABLE AND CHAIRS BY OWNER, 13. SUSPENDED DRYWALL CEILING. 14, LAY -IN ACOUSTICAL CEILING TILES IN METAL GRID. 15. FLOOR SINK PER PLUMBING PLAN, 16. FRP WALL FINISH AT ALL KITCHEN INTERIOR WALL U.N.O, FINISH TO BOTTOM OF CEILING, 17. STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM FROM DISH WASHING EQUIPMENT 18. ALL HOT WATER AND DRAIN PIPES SHALL BE INSULATED MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PRE MOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL SERVICE JACKET INSULATION THICKNESS SHALL BE MIN 1 19. STAINLESS STEEL WALL PANEL AT COOKLINE AND WAREWASH AREA BY KITCHEN EQUIPMENT CONTRACTOR, 20. REMOVE EXISTING STORE FRONT WINDOW, REPLACE WITH DOORS PER PLAN, 21. INSTALL BLACK OUT WINDOW FILM AT ALL CONCEALED STORE FRONT GLASS THAT IS TO BE COVERED BY NEW INTERIOR FURRING. 22. THROUGH PENETRATION FIRE STOP AT ALL PENETRATIONS OF EXISTING PIPE AND CONDUIT THROUGH DEMISING WALL PER DETAILS. FIELD VERIFY ALL CONDITIONS AND LOCATIONS. 23. DRYWALL SOFFIT OVER METAL CHANNEL AT DINING AREA. 24. PORTABLE FIRE EXTINGUISHER IN SEMI RECESSED CABINET, EXTINGUISHER TO BO "CLASS K COMBUSTIBLE COOKING MEDIA" FIRE REQUIREMENTS OF NFPA 10 EXTINGUISHER COMPLIANCE W /ULI RATED 2 -A -K, UCL RATED 1 -A -K, UL STANDARD 8 & 711, EXTINGUISHER TO BE ANSUL MODEL K01 -2 1.6 GALLON CAPACITY. 25. STAINLESS STEEL CLOSURE PANEL AT TOP AND SIDES OF COOLER /FREEZER BOX, CLASS I AND CLASS II HOODS TO CEILING, FIELD VERIFY EXACT DIMENSION. 26. TELEPHONE COMMUNICATIONS MOUNTING BOARD. 27, ELECTRICAL PANELS PER ELECTRICAL PLAN, TYP. 28, AIR CURTAIN PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR, 29, ANSUL R -102 (UL U500 LISTED) FIRE SUPPRESSION SYSTEM, PER NFPA 17A AND NFPA 96. 30. ANSUL PULL STATION, WALL MOUNTED +48" A.F.F. 31, WALK -IN COOLER & FREEZER WALL AND DOOR PANELS BY MANUFACTURE. 32. SEE MECHANICAL FOR SUPPLY DUCT WORK IN CEILING, 33. SERVICE /MOP SINK. 34. POINT OF SALE STATION LOCATION. 35. FLOOR MOUNTED TOILET PARTITION - SELECTED BY OWNER. 36. GRAB BAR AT TOILET - PER SHEET A0.2 ACCESSIBLE STANDARDS DETAILS. 37. WATER CLOSET PER PLUMBING PLANS AND SPECIFICATIONS. 38. EXIT SIGN PER ELECTRICAL SPECIFICATIONS. 39, EXISTING STOREFRONT GLAZING TO REMAIN - FIELD VERIFY EXACT CONFIGURATIONS. - REVIEWED - FOR - CODE COMPLIANCE APPROVED JUL 1 8 2008 City Of Tukwila BUILDING. DIVISION G ENIERAL NOTES- 1. ALL DIMENSIONS ARE TO FACE OF METAL STUD UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO VERIFY AND CONFIRM ALL EXISTING CONDITIONS PRIOR TO LAYOUT OF NEW INTERIOR SPACE. EXISTING CONDITIONS ARE BASED UPON DRAWING FILES RECEIVED FROM SHELL ARCHITECT, NOT FROM ACTUAL EXISTING CONDITIONS. 3, CONTRACTOR TO FULLY REPAIR AND REPLACE ANY DAMAGED EXISTING BUILDING ELEMENTS TO ORIGINAL INSTALLED CONDITION AFTER INSTALLATION OF NEW TENANT IMPROVEMENTS, 4, CONTRACTOR TO COORDINATE WITH PROPERTY MANAGEMENT FOR STAGING OF CONSTRUCTION AND STORAGE OF MATERIALS & OBTAIN APPROVALS PRIOR TO BEGINNING ANY NEW CONSTRUCTION. 5. CONTRACTOR TO COORDINATE WITH TENANT THE FINAL LOCATIONS OF FURNISHINGS AND WALL DECORATIVE ELEMENTS 6.ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT ; THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE PER DOOR SCHEDULE. 7, PRIOR TO START OF FRAMING: GENERAL CONTRACTOR SHALL VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT SPECIFICALLY DETAILED IN THESE CONSTRUCTION DOCUMENTS. 8. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR, HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED. 9. GLAZING (GLASS) SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZED 10ALL FINISHES AND FINISH MATERIALS, COLORS,TEXTURES SHALL BE VERIFIED BY THE OWNER OR PRIOR TO INSTALLATION, FABRICATION OR ORDERING. 11. NEW MECHANICAL UNITS TO BE FULLY SCREENED BY EXISTING PARAPET WALLS SEE MECHANICAL PLANS FOR UNIT SPECIFICATIONS. BUILDING SECTIONS /INTERIOR ELEVATION 1/4" = 1' -0" BUILDING SECTIONS /INTERIOR ELEVATION 1/4" = RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL - R.Zu WST a iCEIT2CT sad or - =I EIg-T f raasazs e, NO_ 1 W 1 z ca 2 F2 Y � a= 1-I W U 3: - CO H REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihop soufhcenfer iukwik wo OATS: I DRAWN BY: 03 -21 -2008 1 SHEFT TITLE INTERIOR ELEVATIONS BUILDING SECTIONS "G" AND "H" SHEET NUMBER: A3.5 CITY SUBMITTAL Q I«YNOTtS: 1. EXISTING STRUCTURE, CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO LAYOUT, EXISTING STRUCTURE DRAWING BASED UPON SHELL INFORMATION RECEIVED FROM SHELL DESIGN APPROVED PLANS NOT FROM EXISTING CONDITIONS, 2. NEW ROOF TOP MECHANICAL UNITS, CONTRACTOR TO FULLY REPAIR ALL DAMAGE TO ROOFING DUE TO INSTALLATION OF NEW MECHANICAL SYSTEMS. SEE MECHANICAL DRAWINGS FOR EQUIPMENT SPECIFICATIONS. 3. NEW INFILL OF CONCRETE SLAB DUE TO SAW CUT OF EXISTING SLAB FOR INSTALLATION OF NEW PLUMBING. 4, KITCHEN GREASE EXHAUST DUCT TO FAN, DUCT TO BE FULLY PROTECTED BY 3M /20A DUCT WRAP PER ICC REPORT ESR -1255. 5. LAY IN CEILING - VINYL CLAD PER REFLECTED CEILING PLAN. 6. SODA LINE IN CONDUIT SUPPLIED & INSTALLED BY ELECTRICAL CONTRACTOR - SIZE PER REQUIREMENT OF SODA VENDOR. 7. STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD, UL710, UL1046, UL1598 APPROVALS 8. LIGHT FIXTURE PER ELECTRICAL. 9. KITCHEN EQUIPMENT PER KITCHEN PLANS. 10. LOW WALL DRYWALL OVER METAL STUDS FINISHED PAINT, TAPE AND TEXTURE. 11. SEATING BOOTH OWNER SPECIFIED. 12, TABLE AND CHAIRS BY OWNER. 13. SUSPENDED DRYWALL CEILING, 14, LAY-IN ACOUSTICAL CEILING TILES IN METAL GRID, 15. FLOOR SINK PER PLUMBING PLAN. 16. FRP WALL FINISH AT ALL KITCHEN INTERIOR WALL U.N.O. FINISH TO BOTTOM OF CEILING. 17. STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM FROM DISH WASHING EQUIPMENT 18. ALL HOT WATER AND DRAIN PIPES SHALL BE INSULATED MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PRE MOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL SERVICE JACKET INSULATION THICKNESS SHALL BE MIN V. 19. STAINLESS STEEL WALL PANEL AT COOKLINE AND WAREWASH AREA BY KITCHEN EQUIPMENT CONTRACTOR. 20. REMOVE EXISTING STORE FRONT WINDOW, REPLACE WITH DOORS PER PLAN. 21. INSTALL BLACK OUT WINDOW FILM AT ALL CONCEALED STORE FRONT GLASS THAT IS TO BE COVERED BY NEW INTERIOR FURRING. 22. THROUGH PENETRATION FIRE STOP AT ALL PENETRATIONS OF EXISTING PIPE AND CONDUIT THROUGH DEMISING WALL PER DETAILS, FIELD VERIFY ALL CONDITIONS AND LOCATIONS. 23. DRYWALL SOFFIT OVER METAL CHANNEL AT DINING AREA. 24. PORTABLE FIRE EXTINGUISHER IN SEMI RECESSED CABINET, EXTINGUISHER TO BO "CLASS K COMBUSTIBLE COOKING MEDIA" FIRE REQUIREMENTS OF NFPA 10 EXTINGUISHER COMPLIANCE W /ULI RATED 2 -A -K, UCL RATED 1 -A -K, UL STANDARD 8 & 711, EXTINGUISHER TO BE ANSUL MODEL K01-2 1,6 GALLON CAPACITY. 25, STAINLESS STEEL CLOSURE PANEL AT TOP AND SIDES OF COOLER /FREEZER BOX, CLASS I AND CLASS II HOODS TO CEILING, FIELD VERIFY EXACT DIMENSION, 26. TELEPHONE COMMUNICATIONS MOUNTING BOARD, 27. ELECTRICAL PANELS PER ELECTRICAL PLAN, TYP. 28, AIR CURTAIN PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. 29. ANSUL R-102 (UL U500 LISTEDI FIRE SUPPRESSION SYSTEM, PER NFPA 17A AND NFPA 96. 30. ANSUL PULL STATION, WALL MOUNTED 448" A.F.F. 31. WALK -IN COOLER & FREEZER WALL AND DOOR PANELS BY MANUFACTURE. 32. SEE MECHANICAL FOR SUPPLY DUCT WORK IN CEILING. 33. SERVICE /MOP SINK. 34, POINT OF SALE STATION LOCATION. 35. FLOOR MOUNTED TOILET PARTITION - SELECTED BY OWNER. 36, GRAB BAR AT TOILET - PER SHEET A0.2 ACCESSIBLE STANDARDS DETAILS. 37. WATER CLOSET PER PLUMBING PLANS AND SPECIFICATIONS, 38, EXIT SIGN PER ELECTRICAL SPECIFICATIONS. 39. EXISTING STOREFRONT GLAZING TO REMAIN - FIELD VERIFY EXACT CONFIGURATIONS. yREVIEWED IO E CODE COQ APPROVED JUL 1 2008 City Of Tu ila BUILDING DIVISION. GENERAL NOTES: , 1. ALL DIMENSIONS ARE TO FACE OF METAL STUD UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO VERIFY AND CONFIRM ALL EXISTING CONDITIONS PRIOR TO LAYOUT OF NEW INTERIOR SPACE. EXISTING CONDITIONS ARE BASED UPON DRAWING FILES RECEIVED FROM SHELL ARCHITECT, NOT FROM ACTUAL EXISTING CONDITIONS. 3. CONTRACTOR TO FULLY REPAIR AND REPLACE ANY DAMAGED EXISTING BUILDING ELEMENTS TO ORIGINAL INSTALLED CONDITION AFTER INSTALLATION OF NEW TENANT IMPROVEMENTS. 4, CONTRACTOR TO COORDINATE WITH PROPERTY MANAGEMENT FOR STAGING OF CONSTRUCTION AND STORAGE OF MATERIALS & OBTAIN APPROVALS PRIOR TO BEGINNING ANY NEW CONSTRUCTION, 5. CONTRACTOR TO COORDINATE WITH TENANT THE FINAL LOCATIONS OF FURNISHINGS AND WALL DECORATIVE ELEMENTS 6, ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE PER DOOR SCHEDULE. 7. PRIOR TO START OF FRAMING: GENERAL CONTRACTOR SHALL VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT SPECIFICALLY DETAILED IN THESE CONSTRUCTION DOCUMENTS. 8. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR, HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR G. GLAZING (GLASS) SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZED 10ALL FINISHES AND FINISH MATERIALS, COLORS,TEXTURES SHALL BE VERIFIED BY THE OWNER OR PRIOR TO INSTALLATION, FABRICATION OR ORDERING. 11, NEW MECHANICAL UNITS TO BE FULLY SCREENED BY EXISTING PARAPET WALLS SEE MECHANICAL PLANS FOR UNIT SPECIFICATIONS, MIN Fill RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SAIL: - =;: rte .. Pi - ^- A. xxszamr. SPA= 0P WA INGT011 STORE NO. 1=111,■1 Ili NM rEI F[ 1 -n n 1 Nbannis3 a 0H1 NO. REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihop seufhcenfer lukwiks wo WE: I DRAWN BY: 03 -21 -2008 - SfIEET TITLE INTERIOR ELEVATIONS BUILDING SECTIONS "I" AND 1" SHEET NUMBER: A3.6 CITY SUBMITTAL . . 1 II ® II 1 11 / \ I II II MO I I I IIMIMMIMIE ✓ , w�S :€ ., :.,4.7._x&:` �cF_. ?! o, r,kz,, .,s ...y 1 BUILDING SECTIONS /INTIRIOR ELEVATION 1/4" = 1' -0" 1 1 BUILDING SECTIONS /INTERIOR ELEVATION 1/4" = 1' -0" 0 KEYNOTES: 1. EXISTING STRUCTURE, CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO LAYOUT. EXISTING STRUCTURE DRAWING BASED UPON SHELL INFORMATION RECEIVED FROM SHELL DESIGN APPROVED PLANS NOT FROM EXISTING CONDITIONS. 2. NEW ROOF TOP MECHANICAL UNITS, CONTRACTOR TO FULLY REPAIR ALL DAMAGE TO ROOFING DUE TO INSTALLATION OF NEW MECHANICAL SYSTEMS. SEE MECHANICAL DRAWINGS FOR EQUIPMENT SPECIFICATIONS. 3. NEW INFILL OF CONCRETE SLAB DUE TO SAW CUT OF EXISTING SLAB FOR INSTALLATION OF NEW PLUMBING. 4. KITCHEN GREASE EXHAUST DUCT TO FAN, DUCT TO BE FULLY PROTECTED BY 3M /20A DUCT WRAP PER ICC REPORT ESR -1255. 5. LAY IN CEILING - VINYL CLAD PER REFLECTED CEILING PLAN. 6. SODA LINE IN CONDUIT SUPPLIED & INSTALLED BY ELECTRICAL CONTRACTOR - SIZE PER REQUIREMENT OF SODA VENDOR. 7. STAINLESS STEEL TYPE I KITCHEN EXHAUST HOOD, UL710, UL1046, UL1598 APPROVALS 8. LIGHT FIXTURE PER ELECTRICAL. a KITCHEN EQUIPMENT PER KITCHEN PLANS, 10. LOW WALL DRYWALL OVER METAL STUDS FINISHED PAINT, TAPE AND TEXTURE. 11. SEATING BOOTH OWNER SPECIFIED. 12, TABLE AND CHAIRS BY OWNER. 13. SUSPENDED DRYWALL CEILING. 14. LAY -IN ACOUSTICAL CEILING TILES IN METAL GRID, 15. FLOOR SINK PER PLUMBING PLAN, 16, FRP WALL FINISH AT ALL KITCHEN INTERIOR WALL U.N.O. FINISH TO BOTTOM OF CEILING. 17, STAINLESS STEEL TYPE II HOOD TO REMOVE STEAM FROM DISH WASHING EQUIPMENT 18. ALL HOT WATER AND DRAIN PIPES SHALL BE INSULATED MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PRE MOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL SERVICE JACKET INSULATION THICKNESS SHALL BE MIN 1", 19. STAINLESS STEEL WALL PANEL AT COOKLINE AND WAREWASH AREA BY KITCHEN EQUIPMENT CONTRACTOR, 20. REMOVE EXISTING STORE FRONT WINDOW, REPLACE WITH DOORS PER PLAN. 21. INSTALL BLACK OUT WINDOW FILM AT ALL CONCEALED STORE FRONT GLASS THAT IS TO BE COVERED BY NEW INTERIOR FURRING. 22. THROUGH PENETRATION FIRE STOP AT ALL PENETRATIONS OF EXISTING PIPE AND CONDUIT THROUGH DEMISING WALL PER DETAILS. FIELD VERIFY ALL CONDITIONS AND LOCATIONS. 23. DRYWALL SOFFIT OVER METAL CHANNEL AT DINING AREA. 24. PORTABLE FIRE EXTINGUISHER IN SEMI RECESSED CABINET, EXTINGUISHER TO BO "CLASS K COMBUSTIBLE COOKING MEDIA" FIRE REQUIREMENTS OF NFPA 10 EXTINGUISHER COMPLIANCE W /ULI RATED 2 -A -K, UCL RATED 1 -A -K, UL STANDARD 8 & 711. EXTINGUISHER TO BE ANSUL MODEL KO1 -2 1.6 GALLON CAPACITY. 25. STAINLESS STEEL CLOSURE PANEL AT TOP AND SIDES OF COOLER /FREEZER BOX, CLASS I AND CLASS II HOODS TO CEILING, FIELD VERIFY EXACT DIMENSION. 26. TELEPHONE COMMUNICATIONS MOUNTING BOARD, 27. ELECTRICAL PANELS PER ELECTRICAL PLAN, TYP. 28, AIR CURTAIN PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. 29. ANSUL R -102 IUL U300 LISTED) FIRE SUPPRESSION SYSTEM, PER NFPA 17A AND NFPA 96. 30. ANSUL PULL STATION, WALL MOUNTED +48 A.F.F. 31. WALK -IN COOLER & FREEZER WALL AND DOOR PANELS BY MANUFACTURE. 32. SEE MECHANICAL FOR SUPPLY DUCT WORK IN CEILING. 33. SERVICE /MOP SINK. 34, POINT OF SALE STATION LOCATION. 35. FLOOR MOUNTED TOILET PARTITION - SELECTED BY OWNER. 36, GRAB BAR AT TOILET - PER SHEET A0.2 ACCESSIBLE STANDARDS DETAILS. 37. WATER CLOSET PER PLUMBING PLANS AND SPECIFICATIONS, 38. EXIT SIGN PER ELECTRICAL SPECIFICATIONS. 39. EXISTING STOREFRONT GLAZING TO REMAIN - FIELD VERIFY EXACT CONFIGURATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2008 City Of Tukwila . BUILDING DIVISION G-ENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF METAL STUD UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO VERIFY AND CONFIRM ALL EXISTING CONDITIONS PRIOR TO LAYOUT OF NEW INTERIOR SPACE. EXISTING CONDITIONS ARE BASED UPON DRAWING FILES RECEIVED FROM SHELL ARCHITECT, NOT FROM ACTUAL EXISTING CONDITIONS. 3, CONTRACTOR TO FULLY REPAIR AND REPLACE ANY DAMAGED EXISTING BUILDING ELEMENTS TO ORIGINAL INSTALLED CONDITION AFTER INSTALLATION OF NEW TENANT IMPROVEMENTS. 4, CONTRACTOR TO COORDINATE WITH PROPERTY MANAGEMENT FOR STAGING OF CONSTRUCTION AND STORAGE OF MATERIALS & OBTAIN APPROVALS PRIOR TO BEGINNING ANY NEW CONSTRUCTION, 5. CONTRACTOR TO COORDINATE WITH TENANT THE FINAL LOCATIONS OF FURNISHINGS AND WALL DECORATIVE ELEMENTS 6. ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE PER DOOR SCHEDULE. 7. PRIOR TO START OF FRAMING: GENERAL CONTRACTOR SHALL VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS AND OTHER CONSTRUCTION ELEMENTS WITHIN THIS BUILDING NOT SPECIFICALLY DETAILED IN THESE CONSTRUCTION DOCUMENTS. 8, SS S THE ARCHITECT A UME HE GENERAL CONTRACTOR, HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR 9. G (GLASS) SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZED 1OALL FINISHES AND FINISH MATERIALS, COLORS,TEXTURES SHALL BE VERIFIED BY THE OWNER OR PRIOR TO INSTALLATION FABRICATION OR ORDERING. 11, NEW MECHANICAL UNITS TO BE FULLY SCREENED BY EXISTING PARAPET WALLS SEE MECHANICAL PLANS FOR UNIT SPECIFICATIONS, MIN RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 SEAL: REGI`TR - ({ ARCHITECT - FLiG.MSRL SCATS OF WASEI GTO.E i NO- REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihap soufhcenfer Tukwila wo DATE: I DRAWN BY: 03 -21 -2008 SHEET TITLE INTERIOR ELEVATIONS BUILDING SECTIONS r'K" AND "L„ SHEET NUMBER: A3.7 CITY SUBMITTAL +11' -0 A.F.F. • 8.0. SOFFIT - +17' ---2" A.F.F.__ _, B.O. CEILING + +1 6' -1" A.F.F. '- 9.0.SOFFIT _ 13' -0 T B.D. CEILING I T +12' -0" A.F.F. .... _ • B.O. SOFFIT f :.... FINISHED FLOOR -7 r r . W: r 3 ` 6 • ®�hIP IMII�� 17 Illli ' ,11■I■ MN 1 IMIIII II■ILIKIMI 1 (oo4F) 1 - X/ B Jr DOUBLE GALLO 106 R.� x.19 PL,, -.PI r1.� - �.I'I 11 11 11 11 II 11 LL.m _--'...3 J. L_ 'I qN � 1 +i 1 I I�{I Ilg 1,._. - 8E $ i, .._-__.t 1111Rlq 1 II I 11 IF II IIg11 ii . .I 1 1 -- --I-I I I Imo-- - - °`u - L r.I.1e- _,,,... II.IR cll .3- II grill I II 11 mgll II qq II 11 1 mm�ea _ I II ® ®n Jd. hthv - %8,..... .......u.. .0 .er - ua • :-- 11 11 11 23 ---- -1 r 1 (004f) 1 1 (004) 1 L_ J L_ J i t i I I I I I 1 I 1 1 u. 1 •••• IlOUBLE GitLEY 106 (004 -1 ) 7 1 ...._...11._ r(o04n)I 1 I L- - 1 :::-- .M .............. • (�I ....... ......... ........_......` K BUILDING SECTIONS/INTERIOR ELEVATION Aral ME= Esau) +10' -D" A.F.F. B.O. CEILING _.FINISH.. FLOOR Y BUILDING SECTIONS /INTERIOR ELEVATION L 1/4" 1/4" = 11 - 0 w a a 1111111 II RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 REVISION /ISSUE: SEAL• . 9291 'r STATE 12? �j REGISTERED ARCHITECT / ■ A. MISKIEL OF WASHINGTON I'zl i ) / c3 7 - 0N HOB A HVAC CORD 05-09 -2008 rEi FE1 :R P IY. 8 TON 05- 30.2008 A GAS PIPING RVISD REQUESTED BY DEVELOPER 06- 25.2008 A PLANNING DEPARTMENT REQUESTED CLARIFICATION 07 -08 -2008 NO_ REVISION /ISSUE: DATE �j CITY COMMENTS 05-09 -2008 A HVAC CORD 05-09 -2008 KEC PLAN CLARIFICATIONS 05- 30.2008 A GAS PIPING RVISD REQUESTED BY DEVELOPER 06- 25.2008 A PLANNING DEPARTMENT REQUESTED CLARIFICATION 07 -08 -2008 NEW STORE -FRONT ENTRY DOORS-IN EXISTING STORE FRONT GLASS, TO MATCH ADJACENT DOORS • EXISTING COLUMNS TO BE COVERED W /GYPSUM BOARD AND PAINTED COUNTER TOP TO FACE OF COLUMN FACE OF WALL TO BE FINISHED SAME AS FACE OF COUNTER BASE HOST COUNTER ENTRY LOBBY 101 INSTALL BLACK OUT FILM AT INTERIOR OF EXISTING STORE -FRONT ENTRY PER ELEVATIONS GYPSUM BOARD LOW WALL +48" AFF AT INTERIOR OF SUITE +COST 102 t I I:I '11:1IIr:.ITI; IT It' IU.!J J!.! • II.1:I1.f1fJ•I.111.11.1.1.(. iFI!1.lI.[ _. 1 11 _.1711 ITITITi 1.11.1. L :: w B TTI[ IT IZI L[E J.1-II I.I II UJ. EXISTING WALL GYP BOARD FINISH EXISTING COLUMN TO REMAIN, AND COVER WITH GYP BOARD. i EXISTING WALL GYP BOARD FINISH NEW ENTRY DOOR TO MATCH EXISTING FIELD VERIFY EXISTING EXTERIOR ENTRY BUILDING SECTIONS /INTERIOR ELEVATION 1/4" = 1' -0" EXISTING INTERIOR AT ENTRY BUILDING SECTIONS /INTERIOR ELEVATION 1/4" = 1' -0" EXISTING GLASS TO REMAIN EXISTING ADJACENT SUITE TO REMAIN - -w v NOT IN SCOPE OF IHOP T.I. WORK. - - - -- EXISTI G DEMISING WALL h I TO REMAIN. E {STING GLASS TO REMAIN POS COUNTER - INSTALL BLACK OUT FILM OVER EXISTING STORE FRONT TO COVER NEW FRAMING ----- '... EXISTING GLASS TO REMAIN EXISTING DEMISING WALL TO REMAIN. EXISTING GLASS TO REMAIN EXISTING ADJACENT SUITE TO REMAIN NOT IN SCOPE OF IHOP T,I. WORK. EXISTING GLASS TO REMAIN PAINTED DRYWALL LOW WALL POS COUNTER - INSTALL BLACK OUT FILM OVER EXISTING STORE FRONT TO COVER NEW FRAMING POS COUNTER - LAMINATE FINISH TO EXISTIING COLUMN j I--Iop J CORRECTIIN L.T.# L _� b063 • 11 7 ITILE01112217trai i1 MITE. 711 i .111.11 - T1 1 EXISTING INTERIOR COLUMN _ - TO REMAIN, AND COVER -- WITH GYP BOARD. :]T;Ti.1.1.I.II[JIIIJ.[I1 I ]:1 :11.= - -- NEW ENTRY — 600R =-=== TO MATCH EXISTING CODE. COMPLI`NC APPROV i $ 208 ;�I Cf Tuk+Nila BUILDING oSON RECEIVED JUL 14 2006 PERMIT CENTEB PROJECT NUMBEIE 3083 ihop multicenter Ldcwil° wo DATE I DRAWN BY: 03 -21 -2008 SHEET TITLE INTERIOR ELEVATIONS BUILDING SECTIONS "Mn AND "N" SHEET NUMBER: A3.8 CITY SUBMITTAL • III m RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 - SEAL: � GZSIEa1 ' 4 4 w air A r STA v a ❑ P.I Fr r r k aaniMPACT , ter. X. Pr..ftlffift; OF WASHINGTON 1 1 I I i i 7. I 1 t I I _1-__rrr - rrIV^Ir,- 1n+rr• --r�rr '- NO. REVISION /ISSUE DATE PRDIICI NUMBER 3083 ilia]) saullrcether lukwila +nv DATE: I 03 -21 -2008 DRAWN BY: STIffT TITLE EXHAUST HOOD SECTION Al FRYER SHEET NUMBER: A3 CITY SUBMITTAL 3M FIRE BARRIER DUCT WRAP 20 A SUCCEETED INSTALLATION FOR GREASE HOOD DETAIL 1 OR 2 HOUR SYSTEM (OVERLAP WRAP TECHNIQUE) 1, I WC L.u,'f L ..Th U U C WW 20A 2. FILAMENT TAPE . BANDING 4-. 10 GAUGE 6' LONG,. COPPER COATED INSULATION PINS DR PRE — INSULATED 'CUP HEAD" PINS OR SPEED CLIPS SPACING ' ' 10 1/2" 5. 3" MIN. PERIMETER CVERLAP 6. 3" MIN. S EAf l OVERLAP CPCMLILT CURRElir INDEPENiEM1 TM TING Ln6ORAT FI0" (UL, CIPL) FdR VISIEWG " . DEN CCINLS PROJECT; WBT , / DE ION W. G EASE Hoon DIT.AI DATE i --- '- 0 D 3M Fire P iii Products R. E € - 1 NOT FUR USE P, CONTTRUCnou CI CCU RIM ORNAD. NM 1�C KALE.. I;ICNATURE DATE AI otokfr rerttrr, iIpMkrul Intanrntlbn Ind mommendatlara Ior1alned Iar+Mn are hold an 'hart, lie ham 13 he reliable, MVI ir, /MR the aarrirtlam or ma arrq apploaikr+ o Ir-laand our watch ir1 EMU rrwl he lath for or' damage, dlraat or a dllaecyJentld, RETAIN rime she IMP x MO rndberld ar derign. Mt arty uurrorrly !hall he 1a reViloe any ar ilr Praryrat rimed - tD be dareothe. 3m 20 A ASSEMBLY D-ETAI L FOR COMM -ERCIAL COOKING -HOODS SCALE: 1" w 1' -O" MECHANICAL PER UL LISTING MARKING GUIDE FOR COMMERCIAL COOKING EQUIPMENT: MECHANICAL ASPECTS OF COMMERCIAL COOKING EQUIPMENT ARE, FOR THE MOST PART, RELATED TO VENTILATIONS SYSTEMS (HOODS) ASSOCIATED WITH THE VARYING TYPES OF FOOD SERVICE EQUIPMENT. THOSE TYPES OF EQUIPMENT THAT COOK PRODUCTS BY WHICH GREASE (E.G. FRYER) IS PRODUCED MUST BE PROVIDED WITH HOODS THAT ARE DESIGNED TO CAPTURE AND HOLD GREASE. THOSE TYPES OF EQUIPMENT THAT PRODUCE STEAM OR HEAT INSTEAD OF GREASE (E.G. STEAM KETTLE) MUST BE PROVIDED WITH HOODS DESIGNED TO REMOVE THE STEAM OR HEAT. SECTION 507 OF THE IMC LISTS SPECIFIC REQUIREMENTS FOR COMMERCIAL COOKING EQUIPMENT HOODS, THESE REQUIREMENTS ARE DISCUSSED BELOW. L WHEN ANY COOKING APPLIANCE UNDER A SINGLE HOOD REQUIRES A TYPE I HOOD, THEN A TYPE I HOOD MUST BE INSTALLED. WHERE A TYPE II HOOD IS REQUIRED, EITHER A TYPE I OR TYPE II HOOD MUST BE INSTALLED. 2. HOODS THAT ARE DESIGNED TO CAPTURE AND HOLD GREASE ARE TERMED 'TYPE ['HOODS, AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS GRIDDLES, FRYERS, BROILERS, OVENS, RANGES AND WOK RANGES. 3. HOODS THAT ARE DESIGNED TO REMOVE STEAM OR HEAT ARE TERMED 'TYPE I1 "HOODS AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS STEAMERS, KETTLES AND PASTA COOKERS. (NOTE: UL DOES NOT CURRENTLY LIST TYPE II HOODS). EVEN THOUGH HOODS LISTED TO UL 710 ARE EXEMPT FROM SOME IMC REQUIREMENTS (SECTIONS 507.4, 507.5 [TYPE II HOODS], 507.7, 507.11, 507.12, 507.13, 50714, AND 507.15), THEY STILL MUST MEET THE REMAINDER OF THE CODE REQUIREMENTS. PER SECTION 507.6 OF THE IMC, TYPE I HOODS SHALL BE SECURED IN PLACE BY NONCOMBUSTIBLE SUPPORTS. ALL TYPE I AND TYPE II HOOD SUPPORTS SHALL BE ADEQUATE FOR THE APPLIED LOAD OF THE HOOD, THE UNSUPPORTED DUCTWORK, THE EFFLUENT LOADING, AND THE POSSIBLE WEIGHT OF PERSONNEL WORKING IN OR ON THE HOOD, IN ADDITION TO BEING A REQUIREMENT OF THE IFC AND OF STATE FOOD SERVICE REGULATIONS, CLEANING OF HOODS I5 ALSO A REQUIREMENT OF THE IMC. THE HOOD MUST BE DESIGNED TO PROVIDE FOR THOROUGH CLEANING OF THE ENTIRE HOOD, INCLUDING GUTTERS AND FILTERS. GREASE GUTTERS SHALL DRAIN TO AN APPROVED COLLECTION RECEPTACLE THAT IS FABRICATED, DESIGNED AND INSTALLED TO ALLOW ACCESS FOR CLEANING. IN MANY INSTANCES, THIS COLLECTION RECEPTACLE I5 REMOVABLE TO FACILITATE CLEANING. APPROVED GREASE FILTERS (OR GREASE EXTRACTORS) MUST BE PROVIDED FOR ALL TYPE 1 HOODS. THEY MUST BE SIZED TO ALLOW FOR THE REQUIRED AMOUNT OF AIR TO PASS THROUGH THE FILTERS AT A RATE THAT DOES NOT EXCEED THE APPROVED RATE. FILTERS MUST BE INSTALLED IN FRAMES 50 THAT THEY ARE EASILY REMOVED FOR CLEANING. GREASE FILTERS MUST BE INSTALLED AT AN ANGLE GREATER THAN FORTY -FIVE DEGREES (458) FROM HORIZONTAL AND HAVE A DRIP TRAY BENEATH THE LOWER EDGE OF THE FILTERS. SIMILAR GREASE FILTER REQUIREMENTS EXIST FOR THE UNIFORM MECHANICAL CODE (UMC). A TYPE I HOOD SHALL BE INSTALLED WITH A CLEARANCE TO COMBUSTIBLES OF NOT LESS THAN 18 INCHES. EXCEPTION: CLEARANCE SHALL NOT BE REQUIRED FROM GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES PROVIDED THAT A SMOOTH, CLEANABLE, NONABSORBENT AND NONCOMBUSTIBLE MATERIAL IS INSTALLED BETWEEN THE HOOD AND THE GYPSUM WALLBOARD OVER AN AREA EXTENDING NOT LESS THAN 18 INCHES IN ALL DIRECTIONS FROM THE HOOD, IF ANY PORTION OF A TYPE I HOOD PENETRATES A CEILING, WALL OR FURRED SPACE, THEN THE PENETRATING PORTION OF THE HOOD MUST BE ENCLOSED FROM THE POINT OF PENETRATION TO THE OUTLET TERMINAL. IF THE PENETRATION IS IN A WALL, THE BUILDING CODE MUST BE CONSULTED TO DETERMINE IF THE LOCATION OF THE PENETRATION I5 AN ACCEPTABLE LOCATION. ALL GREASE DUCTS MUST BE ENCLOSED PER BUILDING CODE REQUIREMENTS, INCLUDING SEALING AROUND THE DUCT AT THE POINT OF PENETRATION AND VENTING TO THE OUTSIDE OF THE BUILDING THROUGH WEATHER - PROTECTED OPENINGS. CLEARANCE FROM THE DUCT TO THE INTERIOR SURFACE OF ENCLOSURES OF COMBUSTIBLE CONSTRUCTION SHALL BE NOT LESS THAN 18 INCHES.IN SECTION 506.3.10 OF THE IMC, CLEARANCE FROM THE DUCT TO THE INTERIOR SURFACE OF ENCLOSURES OF NONCOMBUSTIBLE CONSTRUCTION OR GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES SHALL BE NOT LESS THAN 6 INCHES, THE DUCT ENCLOSURE SHALL SERVE A SINGLE GREASE EXHAUST DUCT SYSTEM AND SHALL. NOT CONTAIN ANY OTHER DUCTS, PIPING, WIRING OR SYSTEMS. EXCEPTIONS: 1. THE SHAFT ENCLOSURE PROVISIONS OF THIS SECTION SHALL NOT BE REQUIRED WHERE A DUCT PENETRATION I5 PROTECTED WITH A THROUGH - PENETRATION FIRESTOP SYSTEM CLASSIFIED IN ACCORDANCE WITH ASTM E 814 AND HAVING AN 'F "AND 'T "RATING EQUAL TO THE FIRERESISTANCE RATING OF THE ASSEMBLY BEING PENETRATED AND WHERE THE SURFACE OF THE DUCT I5 CONTINUOUSLY COVERED ON ALL SIDES FROM THE POINT AT WHICH THE DUCT PENETRATES A CEILING, WALL, OR FLOOR TO THE OUTLET TERMINAL WITH A CLASSIFIED AND LABELED MATERIAL, SYSTEM, METHODOF CONSTRUCTION, OR PRODUCT SPECIFICALLY EVALUATED FOR SUCH PURPOSE, IN ACCORDANCE WITH A NATIONALLY RECOGNIZED STANDARD FOR SUCH ENCLOSURE MATERIALS (SUCH AS UL 2221, TEST OF FIRE RESISTIVE GREASE DUCT ENCLOSURE ASSSEMBLIES1. EXPOSED DUCT WRAP SYSTEMS SHALL BE PROTECTED WHERE SUBJECT TO PHYSICAL DAMAGE (E.G. GYPSUM BOARD, ETC.). 2, A DUCT ENCLOSURE SHALL NOT BE REQUIRED FOR A GREASE DUCT THAT PENETRATES ONLY A NON FIRERESISTANCE RATED ROOF /CEILING ASSEMBLY. SECTION 508,4 OF THE IMC REQUIRES THAT FOR TYPE I HOODS, ANY DUCT ENCLOSURE THAT PENETRATES A CEILING, WALL OR FLOOR MUST BE ENCLOSED FROM THE POINT OF PENETRATION. THE ENCLOSURES MUST BE AT LEAST ONE -HOUR FIRE RESISTIVE CONSTRUCTION. AS ONE WOULD EXPECT, A PERFORMANCE TEST TO VERIFY EXHAUST AIRFLOW AND MAKE -UP AIRFLOW MUST BE CONDUCTED UPON COMPLETION OF THE HOOD SYSTEM AND BEFORE FINAL APPROVAL OF THE INSTALLATION. IT I5 THE RESPONSIBILITY OF THE PERMIT HOLDER TO FURNISH THE NECESSARY TEST EQUIPMENT AND DEVICES REQUIRED TO PERFORM THE TESTS. THE PERMIT HOLDER IS ALSO RESPONSIBLE FOR VERIFICATION OF THE CAPTURE AND CONTAINMENT PERFORMANCE OF THE EXHAUST SYSTEM. THIS FIELD TEST SHALL BE CONDUCTED WITH ALL APPLIANCES UNDER THE HOOD AT OPERATING TEMPERATURES. VERIFICATION OF THIS TEST I5 CONDUCTED VISUALLY BY OBSERVING SMOKE OR STEAM PRODUCED BY ACTUAL OR SIMULATED COOKING, SUCH AS WITH SMOKE CANDLES, SMOKE PUFFERS, ETC. THE INSTALLER SHOULD NOTIFY THE MECHANICAL CODE OFFICIAL AND THE FIRE CODE OFFICIAL TO WITNESS THE TEST. (NOTE: ALTHOUGH NOT PART OF THE CODE, HEALTH OFFICIALS IN CERTAIN JURISDICTIONS MAY ALSO WISH TO WITNESS THE PERFORMANCE TEST. THEREFORE, IT IS A GOOD IDEA TO NOTIFY THEM ALSO). DUCTLESS HOODS, (ALSO REFERRED TO AS RECIRCULATION SYSTEMS) ARE INTENDED FOR USE WITH ELECTRIC COMMERCIAL COOKING APPLIANCES. THEY VENT INTO THE ROOM RATHER THAN THROUGH A DUCT SYSTEM TO THE OUTSIDE, AND ARE BECOMING POPULAR BECAUSE THEY ARE EASIER AND MORE COST EFFECTIVE TO INSTALL. UL CERTIFIES DUCTLESS HOODS UNDER TWO PRODUCT CATEGORIES, THE FIRST CATEGORY COVERS COOKING APPLIANCES WITH INTEGRAL DUCTLESS HOODS, WHICH INCLUDES COMMERCIAL DEEP FAT FRYERS, GRIDDLES AND OTHER APPLIANCES THAT HAVE RECALCULATING (DUCTLESS) HOODS DIRECTLY ATTACHED AS PART OF THE EQUIPMENT. THESE SYSTEMS INCORPORATE AN AUTOMATIC FIRE EXTINGUISHING SYSTEM. THE SECOND CATEGORY COVERS SEPARATE DUCTLESS HOODS ARE INTENDED FOR INSTALLATION WITH SPECIFIC LISTED COMMERCIAL COOKING APPLIANCES, BUT ARE NOT ATTACHED AS PART OF THE APPLIANCE. THEY ALSO INCORPORATE AN AUTOMATIC FIRE EXTINGUISHING SYSTEM, IN GENERAL, UL EVALUATES DUCTLESS AND DUCTED HOODS IN SIMILAR WAYS. HOWEVER, FOR DUCTLESS HOODS, AN ADDITIONAL EMISSIONS TEST I5 PERFORMED AND THE FIRE EXTINGUISHING SYSTEM I5 EVALUATED AS AN INTEGRAL PART OF THE HOOD. UL PERFORMS FIRE TESTS TO VERIFY PROPER FUNCTION OF THE FIRE EXTINGUISHING SYSTEM. AS WITH ALL HOODS, THE OPERATING INSTRUCTIONS MUST BE CAREFULLY REVIEWED FOR INFORMATION REGARDING PROPER MAINTENANCE OF THE FIRE EXTINGUISHING SYSTEM, AND THE BUILDING DESIGN MUST PROVIDE SUFFICIENT VENTILATION, HEATING AND COOLING CAPACITY FOR THE INTENDED OCCUPANCY. PERMANENTLY CONNECTED UNITS INTENDED FOR USE NEAR COMBUSTIBLE SURFACES ARE MARKED WITH MINIMUM CLEARANCES TO THESE SURFACES. CORD CONNECTED UNITS OR UNITS NOT INTENDED FOR USE NEAR COMBUSTIBLE SURFACES ARE MARKED AS FOLLOWS: 'INTENDED FOR USE IN NONCOMBUSTIBLE SURROUNDINGS ONLY, °THE IMC ALLOWS RECIRCULATING HOODS, AND UL 710E RESTRICTS THE INSTALLATION OF THESE HOODS TO ABOVE ELECTRICAL APPLIANCES ONLY. THE HOODS MUST BE LISTED AND LABELED TO UL 7105 AND MUST MEET THE PERFORMANCE TEST REQUIREMENTS AS DESCRIBED ABOVE, THERE ARE ALSO VERY IMPORTANT MAINTENANCE ISSUES THAT NEED TO BE FOLLOWED IN FOR PROPER OPERATION OF THESE HOODS. ALL COOKING APPLIANCES THAT ARE DESIGNED FOR PERMANENT INSTALLATION (SUCH AS RANGES, OVENS, STOVES, BROILERS, GRILLS, FRYERS, GRIDDLES AND BARBECUES) ARE REQUIRED TO BE LISTED, LABELED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. OIL- BURNING STOVES SHALL Be TESTED IN ACCORDANCE WITH UL 896 ( "OIL - BURNING STOVES1. SOLID FUEL -FIRED OVENS SHALL BE TESTED IN ACCORDANCE WITH UL 2162 ('OUTLINE OF INVESTIGATION FOR COMMERCIAL WOOD -FIRED BAKING OVENS -- REFRACTORY TYPE. GAS -FIRED COOKING APPLIANCES ARE TESTED IN ACCORDANCE WITH ANSI Z83.11 /CGA 1.8 ( "GAS FOOD SERVICE EQUIPMENT'), AND ELECTRICAL COOKING APPLIANCES ARE TESTED IN ACCORDANCE WITH UL 197 (°COMMERCIAL ELECTRIC COOKING APPLIANCESI. M-EC-HANICAL PER UL LISTING MARKING GUIDE -FOR COMMERCIAL COOKING EQUIPMENT SCALE: 1 1' -O" HOODS THAT ARE DESIGNED TO CAPTURE AND HOLD GREASE ARE TERMED "TYPE I" HOODS, AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS GRIDDLES, FRYERS, BROILERS, OVENS, RANGES AND WOK RANGES. HOODS THAT ARE DESIGNED TO REMOVE STEAM OR HEAT ARE TERMED "TYPE II" HOODS AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS STEAMERS, KETTLES AND PASTA COOKERS. (NOTE: UL DOES NOT CURRENTLY LIST TYPE II HOODS). HOODS LISTED TO UL 710 ARE EXEMPT FROM SOME IMC REQUIREMENTS (SECTIONS 507.4, 507.5 [TYPE II HOODS], 507.7, 507.11, 507.12, 507,13, 507.14, AND 507.15). \\\ ., MAU PER MECHANICAL 1 4\ 1h •, EXS U G TRUSS THE VENTILATION SYSTEM IS MANUFACTURED PER UL LISTED COMMERCIAL COOKING STANDARDS +10' -O" B.O. CEILING 4 B.O. GREASE CUP 'T.O. BACKSPLASH FINISH F LOOR EXISTING STRUCTURE- CONTRACTOR TO FILED VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION LAY IN CEILING PER CEILING PLAN DOUBLE GALLEY 106 6" EPDXY FLOOR BASE 7 HOODS: HOODS ARE CONSTRUCTED OF STAINLESS STEEL #18 GA (.0431 THICK MINIMUM. ALL HOOD SEAMS HAVE A LIQI.JID TIGHT CONTINUOUS EXTERNAL WELD PER UL 710 COOKING EQUIPMENT NSF 2, NSF 4, ELECTRIC UL197, GAS UL 795 BY KEC / KITC-HEN HOOD AT -FRY-ER POWER VENTILATOR FOR RESTAURANT COOKING EQUIPMENT UL762 THROUGH PENETRATION FIRESTOP SYSTEM PER UL1479 GREASE DUCT ENCLOSURE SYSTEMS PER UL2221 . SS PANEL TO DUCT 16 GA. GALV. GREASE DUCTS AND DUCT ACCESSORIES PER UL1978 5/8" TYPE "X" GYPSUM BOARD UP WALL TO UNDER -SIDE OF EXISTING ROOF STRUCTURE STAINLESS STEEL WALL FLASHING BY KEC EXHAUST DUCT COLLAR FwIRE EXTINGUISHING SYSTEMS PER UL300 BACKFLOW PROTECTION IAMPO P998 STAINLESS STEEL HOOD GREASE FILTERS PER UL1046 S/S REMOVABLE GREASE CUP STAINLESS STEEL AT BACK OF FRYER QUICK DISCONNECT PER KITCHEN DRAWINGS GAS LINE IN WALL SEE PLUMBING PLANS 6" EPDXY FLOOR BASE COOLER _ REVIEWED FOR CODE COMPLIANC€ APPROVED JUL 18 2008 City Of Tukwila BUILDING DIVISION UL- LISTED COMMERCIAL COOKING STANDARDS SCALE: 1" 1' -0 Fff 0 it C 4- - o ,, c a v a ❑ P.I Fr r r k ,mow„ -.1 .r.� - r.. 1 1 I I i i 7. I 1 t I I _1-__rrr - rrIV^Ir,- 1n+rr• --r�rr '- 3M FIRE BARRIER DUCT WRAP 20 A SUCCEETED INSTALLATION FOR GREASE HOOD DETAIL 1 OR 2 HOUR SYSTEM (OVERLAP WRAP TECHNIQUE) 1, I WC L.u,'f L ..Th U U C WW 20A 2. FILAMENT TAPE . BANDING 4-. 10 GAUGE 6' LONG,. COPPER COATED INSULATION PINS DR PRE — INSULATED 'CUP HEAD" PINS OR SPEED CLIPS SPACING ' ' 10 1/2" 5. 3" MIN. PERIMETER CVERLAP 6. 3" MIN. S EAf l OVERLAP CPCMLILT CURRElir INDEPENiEM1 TM TING Ln6ORAT FI0" (UL, CIPL) FdR VISIEWG " . DEN CCINLS PROJECT; WBT , / DE ION W. G EASE Hoon DIT.AI DATE i --- '- 0 D 3M Fire P iii Products R. E € - 1 NOT FUR USE P, CONTTRUCnou CI CCU RIM ORNAD. NM 1�C KALE.. I;ICNATURE DATE AI otokfr rerttrr, iIpMkrul Intanrntlbn Ind mommendatlara Ior1alned Iar+Mn are hold an 'hart, lie ham 13 he reliable, MVI ir, /MR the aarrirtlam or ma arrq apploaikr+ o Ir-laand our watch ir1 EMU rrwl he lath for or' damage, dlraat or a dllaecyJentld, RETAIN rime she IMP x MO rndberld ar derign. Mt arty uurrorrly !hall he 1a reViloe any ar ilr Praryrat rimed - tD be dareothe. 3m 20 A ASSEMBLY D-ETAI L FOR COMM -ERCIAL COOKING -HOODS SCALE: 1" w 1' -O" MECHANICAL PER UL LISTING MARKING GUIDE FOR COMMERCIAL COOKING EQUIPMENT: MECHANICAL ASPECTS OF COMMERCIAL COOKING EQUIPMENT ARE, FOR THE MOST PART, RELATED TO VENTILATIONS SYSTEMS (HOODS) ASSOCIATED WITH THE VARYING TYPES OF FOOD SERVICE EQUIPMENT. THOSE TYPES OF EQUIPMENT THAT COOK PRODUCTS BY WHICH GREASE (E.G. FRYER) IS PRODUCED MUST BE PROVIDED WITH HOODS THAT ARE DESIGNED TO CAPTURE AND HOLD GREASE. THOSE TYPES OF EQUIPMENT THAT PRODUCE STEAM OR HEAT INSTEAD OF GREASE (E.G. STEAM KETTLE) MUST BE PROVIDED WITH HOODS DESIGNED TO REMOVE THE STEAM OR HEAT. SECTION 507 OF THE IMC LISTS SPECIFIC REQUIREMENTS FOR COMMERCIAL COOKING EQUIPMENT HOODS, THESE REQUIREMENTS ARE DISCUSSED BELOW. L WHEN ANY COOKING APPLIANCE UNDER A SINGLE HOOD REQUIRES A TYPE I HOOD, THEN A TYPE I HOOD MUST BE INSTALLED. WHERE A TYPE II HOOD IS REQUIRED, EITHER A TYPE I OR TYPE II HOOD MUST BE INSTALLED. 2. HOODS THAT ARE DESIGNED TO CAPTURE AND HOLD GREASE ARE TERMED 'TYPE ['HOODS, AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS GRIDDLES, FRYERS, BROILERS, OVENS, RANGES AND WOK RANGES. 3. HOODS THAT ARE DESIGNED TO REMOVE STEAM OR HEAT ARE TERMED 'TYPE I1 "HOODS AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS STEAMERS, KETTLES AND PASTA COOKERS. (NOTE: UL DOES NOT CURRENTLY LIST TYPE II HOODS). EVEN THOUGH HOODS LISTED TO UL 710 ARE EXEMPT FROM SOME IMC REQUIREMENTS (SECTIONS 507.4, 507.5 [TYPE II HOODS], 507.7, 507.11, 507.12, 507.13, 50714, AND 507.15), THEY STILL MUST MEET THE REMAINDER OF THE CODE REQUIREMENTS. PER SECTION 507.6 OF THE IMC, TYPE I HOODS SHALL BE SECURED IN PLACE BY NONCOMBUSTIBLE SUPPORTS. ALL TYPE I AND TYPE II HOOD SUPPORTS SHALL BE ADEQUATE FOR THE APPLIED LOAD OF THE HOOD, THE UNSUPPORTED DUCTWORK, THE EFFLUENT LOADING, AND THE POSSIBLE WEIGHT OF PERSONNEL WORKING IN OR ON THE HOOD, IN ADDITION TO BEING A REQUIREMENT OF THE IFC AND OF STATE FOOD SERVICE REGULATIONS, CLEANING OF HOODS I5 ALSO A REQUIREMENT OF THE IMC. THE HOOD MUST BE DESIGNED TO PROVIDE FOR THOROUGH CLEANING OF THE ENTIRE HOOD, INCLUDING GUTTERS AND FILTERS. GREASE GUTTERS SHALL DRAIN TO AN APPROVED COLLECTION RECEPTACLE THAT IS FABRICATED, DESIGNED AND INSTALLED TO ALLOW ACCESS FOR CLEANING. IN MANY INSTANCES, THIS COLLECTION RECEPTACLE I5 REMOVABLE TO FACILITATE CLEANING. APPROVED GREASE FILTERS (OR GREASE EXTRACTORS) MUST BE PROVIDED FOR ALL TYPE 1 HOODS. THEY MUST BE SIZED TO ALLOW FOR THE REQUIRED AMOUNT OF AIR TO PASS THROUGH THE FILTERS AT A RATE THAT DOES NOT EXCEED THE APPROVED RATE. FILTERS MUST BE INSTALLED IN FRAMES 50 THAT THEY ARE EASILY REMOVED FOR CLEANING. GREASE FILTERS MUST BE INSTALLED AT AN ANGLE GREATER THAN FORTY -FIVE DEGREES (458) FROM HORIZONTAL AND HAVE A DRIP TRAY BENEATH THE LOWER EDGE OF THE FILTERS. SIMILAR GREASE FILTER REQUIREMENTS EXIST FOR THE UNIFORM MECHANICAL CODE (UMC). A TYPE I HOOD SHALL BE INSTALLED WITH A CLEARANCE TO COMBUSTIBLES OF NOT LESS THAN 18 INCHES. EXCEPTION: CLEARANCE SHALL NOT BE REQUIRED FROM GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES PROVIDED THAT A SMOOTH, CLEANABLE, NONABSORBENT AND NONCOMBUSTIBLE MATERIAL IS INSTALLED BETWEEN THE HOOD AND THE GYPSUM WALLBOARD OVER AN AREA EXTENDING NOT LESS THAN 18 INCHES IN ALL DIRECTIONS FROM THE HOOD, IF ANY PORTION OF A TYPE I HOOD PENETRATES A CEILING, WALL OR FURRED SPACE, THEN THE PENETRATING PORTION OF THE HOOD MUST BE ENCLOSED FROM THE POINT OF PENETRATION TO THE OUTLET TERMINAL. IF THE PENETRATION IS IN A WALL, THE BUILDING CODE MUST BE CONSULTED TO DETERMINE IF THE LOCATION OF THE PENETRATION I5 AN ACCEPTABLE LOCATION. ALL GREASE DUCTS MUST BE ENCLOSED PER BUILDING CODE REQUIREMENTS, INCLUDING SEALING AROUND THE DUCT AT THE POINT OF PENETRATION AND VENTING TO THE OUTSIDE OF THE BUILDING THROUGH WEATHER - PROTECTED OPENINGS. CLEARANCE FROM THE DUCT TO THE INTERIOR SURFACE OF ENCLOSURES OF COMBUSTIBLE CONSTRUCTION SHALL BE NOT LESS THAN 18 INCHES.IN SECTION 506.3.10 OF THE IMC, CLEARANCE FROM THE DUCT TO THE INTERIOR SURFACE OF ENCLOSURES OF NONCOMBUSTIBLE CONSTRUCTION OR GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES SHALL BE NOT LESS THAN 6 INCHES, THE DUCT ENCLOSURE SHALL SERVE A SINGLE GREASE EXHAUST DUCT SYSTEM AND SHALL. NOT CONTAIN ANY OTHER DUCTS, PIPING, WIRING OR SYSTEMS. EXCEPTIONS: 1. THE SHAFT ENCLOSURE PROVISIONS OF THIS SECTION SHALL NOT BE REQUIRED WHERE A DUCT PENETRATION I5 PROTECTED WITH A THROUGH - PENETRATION FIRESTOP SYSTEM CLASSIFIED IN ACCORDANCE WITH ASTM E 814 AND HAVING AN 'F "AND 'T "RATING EQUAL TO THE FIRERESISTANCE RATING OF THE ASSEMBLY BEING PENETRATED AND WHERE THE SURFACE OF THE DUCT I5 CONTINUOUSLY COVERED ON ALL SIDES FROM THE POINT AT WHICH THE DUCT PENETRATES A CEILING, WALL, OR FLOOR TO THE OUTLET TERMINAL WITH A CLASSIFIED AND LABELED MATERIAL, SYSTEM, METHODOF CONSTRUCTION, OR PRODUCT SPECIFICALLY EVALUATED FOR SUCH PURPOSE, IN ACCORDANCE WITH A NATIONALLY RECOGNIZED STANDARD FOR SUCH ENCLOSURE MATERIALS (SUCH AS UL 2221, TEST OF FIRE RESISTIVE GREASE DUCT ENCLOSURE ASSSEMBLIES1. EXPOSED DUCT WRAP SYSTEMS SHALL BE PROTECTED WHERE SUBJECT TO PHYSICAL DAMAGE (E.G. GYPSUM BOARD, ETC.). 2, A DUCT ENCLOSURE SHALL NOT BE REQUIRED FOR A GREASE DUCT THAT PENETRATES ONLY A NON FIRERESISTANCE RATED ROOF /CEILING ASSEMBLY. SECTION 508,4 OF THE IMC REQUIRES THAT FOR TYPE I HOODS, ANY DUCT ENCLOSURE THAT PENETRATES A CEILING, WALL OR FLOOR MUST BE ENCLOSED FROM THE POINT OF PENETRATION. THE ENCLOSURES MUST BE AT LEAST ONE -HOUR FIRE RESISTIVE CONSTRUCTION. AS ONE WOULD EXPECT, A PERFORMANCE TEST TO VERIFY EXHAUST AIRFLOW AND MAKE -UP AIRFLOW MUST BE CONDUCTED UPON COMPLETION OF THE HOOD SYSTEM AND BEFORE FINAL APPROVAL OF THE INSTALLATION. IT I5 THE RESPONSIBILITY OF THE PERMIT HOLDER TO FURNISH THE NECESSARY TEST EQUIPMENT AND DEVICES REQUIRED TO PERFORM THE TESTS. THE PERMIT HOLDER IS ALSO RESPONSIBLE FOR VERIFICATION OF THE CAPTURE AND CONTAINMENT PERFORMANCE OF THE EXHAUST SYSTEM. THIS FIELD TEST SHALL BE CONDUCTED WITH ALL APPLIANCES UNDER THE HOOD AT OPERATING TEMPERATURES. VERIFICATION OF THIS TEST I5 CONDUCTED VISUALLY BY OBSERVING SMOKE OR STEAM PRODUCED BY ACTUAL OR SIMULATED COOKING, SUCH AS WITH SMOKE CANDLES, SMOKE PUFFERS, ETC. THE INSTALLER SHOULD NOTIFY THE MECHANICAL CODE OFFICIAL AND THE FIRE CODE OFFICIAL TO WITNESS THE TEST. (NOTE: ALTHOUGH NOT PART OF THE CODE, HEALTH OFFICIALS IN CERTAIN JURISDICTIONS MAY ALSO WISH TO WITNESS THE PERFORMANCE TEST. THEREFORE, IT IS A GOOD IDEA TO NOTIFY THEM ALSO). DUCTLESS HOODS, (ALSO REFERRED TO AS RECIRCULATION SYSTEMS) ARE INTENDED FOR USE WITH ELECTRIC COMMERCIAL COOKING APPLIANCES. THEY VENT INTO THE ROOM RATHER THAN THROUGH A DUCT SYSTEM TO THE OUTSIDE, AND ARE BECOMING POPULAR BECAUSE THEY ARE EASIER AND MORE COST EFFECTIVE TO INSTALL. UL CERTIFIES DUCTLESS HOODS UNDER TWO PRODUCT CATEGORIES, THE FIRST CATEGORY COVERS COOKING APPLIANCES WITH INTEGRAL DUCTLESS HOODS, WHICH INCLUDES COMMERCIAL DEEP FAT FRYERS, GRIDDLES AND OTHER APPLIANCES THAT HAVE RECALCULATING (DUCTLESS) HOODS DIRECTLY ATTACHED AS PART OF THE EQUIPMENT. THESE SYSTEMS INCORPORATE AN AUTOMATIC FIRE EXTINGUISHING SYSTEM. THE SECOND CATEGORY COVERS SEPARATE DUCTLESS HOODS ARE INTENDED FOR INSTALLATION WITH SPECIFIC LISTED COMMERCIAL COOKING APPLIANCES, BUT ARE NOT ATTACHED AS PART OF THE APPLIANCE. THEY ALSO INCORPORATE AN AUTOMATIC FIRE EXTINGUISHING SYSTEM, IN GENERAL, UL EVALUATES DUCTLESS AND DUCTED HOODS IN SIMILAR WAYS. HOWEVER, FOR DUCTLESS HOODS, AN ADDITIONAL EMISSIONS TEST I5 PERFORMED AND THE FIRE EXTINGUISHING SYSTEM I5 EVALUATED AS AN INTEGRAL PART OF THE HOOD. UL PERFORMS FIRE TESTS TO VERIFY PROPER FUNCTION OF THE FIRE EXTINGUISHING SYSTEM. AS WITH ALL HOODS, THE OPERATING INSTRUCTIONS MUST BE CAREFULLY REVIEWED FOR INFORMATION REGARDING PROPER MAINTENANCE OF THE FIRE EXTINGUISHING SYSTEM, AND THE BUILDING DESIGN MUST PROVIDE SUFFICIENT VENTILATION, HEATING AND COOLING CAPACITY FOR THE INTENDED OCCUPANCY. PERMANENTLY CONNECTED UNITS INTENDED FOR USE NEAR COMBUSTIBLE SURFACES ARE MARKED WITH MINIMUM CLEARANCES TO THESE SURFACES. CORD CONNECTED UNITS OR UNITS NOT INTENDED FOR USE NEAR COMBUSTIBLE SURFACES ARE MARKED AS FOLLOWS: 'INTENDED FOR USE IN NONCOMBUSTIBLE SURROUNDINGS ONLY, °THE IMC ALLOWS RECIRCULATING HOODS, AND UL 710E RESTRICTS THE INSTALLATION OF THESE HOODS TO ABOVE ELECTRICAL APPLIANCES ONLY. THE HOODS MUST BE LISTED AND LABELED TO UL 7105 AND MUST MEET THE PERFORMANCE TEST REQUIREMENTS AS DESCRIBED ABOVE, THERE ARE ALSO VERY IMPORTANT MAINTENANCE ISSUES THAT NEED TO BE FOLLOWED IN FOR PROPER OPERATION OF THESE HOODS. ALL COOKING APPLIANCES THAT ARE DESIGNED FOR PERMANENT INSTALLATION (SUCH AS RANGES, OVENS, STOVES, BROILERS, GRILLS, FRYERS, GRIDDLES AND BARBECUES) ARE REQUIRED TO BE LISTED, LABELED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. OIL- BURNING STOVES SHALL Be TESTED IN ACCORDANCE WITH UL 896 ( "OIL - BURNING STOVES1. SOLID FUEL -FIRED OVENS SHALL BE TESTED IN ACCORDANCE WITH UL 2162 ('OUTLINE OF INVESTIGATION FOR COMMERCIAL WOOD -FIRED BAKING OVENS -- REFRACTORY TYPE. GAS -FIRED COOKING APPLIANCES ARE TESTED IN ACCORDANCE WITH ANSI Z83.11 /CGA 1.8 ( "GAS FOOD SERVICE EQUIPMENT'), AND ELECTRICAL COOKING APPLIANCES ARE TESTED IN ACCORDANCE WITH UL 197 (°COMMERCIAL ELECTRIC COOKING APPLIANCESI. M-EC-HANICAL PER UL LISTING MARKING GUIDE -FOR COMMERCIAL COOKING EQUIPMENT SCALE: 1 1' -O" HOODS THAT ARE DESIGNED TO CAPTURE AND HOLD GREASE ARE TERMED "TYPE I" HOODS, AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS GRIDDLES, FRYERS, BROILERS, OVENS, RANGES AND WOK RANGES. HOODS THAT ARE DESIGNED TO REMOVE STEAM OR HEAT ARE TERMED "TYPE II" HOODS AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS STEAMERS, KETTLES AND PASTA COOKERS. (NOTE: UL DOES NOT CURRENTLY LIST TYPE II HOODS). HOODS LISTED TO UL 710 ARE EXEMPT FROM SOME IMC REQUIREMENTS (SECTIONS 507.4, 507.5 [TYPE II HOODS], 507.7, 507.11, 507.12, 507,13, 507.14, AND 507.15). \\\ ., MAU PER MECHANICAL 1 4\ 1h •, EXS U G TRUSS THE VENTILATION SYSTEM IS MANUFACTURED PER UL LISTED COMMERCIAL COOKING STANDARDS +10' -O" B.O. CEILING 4 B.O. GREASE CUP 'T.O. BACKSPLASH FINISH F LOOR EXISTING STRUCTURE- CONTRACTOR TO FILED VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION LAY IN CEILING PER CEILING PLAN DOUBLE GALLEY 106 6" EPDXY FLOOR BASE 7 HOODS: HOODS ARE CONSTRUCTED OF STAINLESS STEEL #18 GA (.0431 THICK MINIMUM. ALL HOOD SEAMS HAVE A LIQI.JID TIGHT CONTINUOUS EXTERNAL WELD PER UL 710 COOKING EQUIPMENT NSF 2, NSF 4, ELECTRIC UL197, GAS UL 795 BY KEC / KITC-HEN HOOD AT -FRY-ER POWER VENTILATOR FOR RESTAURANT COOKING EQUIPMENT UL762 THROUGH PENETRATION FIRESTOP SYSTEM PER UL1479 GREASE DUCT ENCLOSURE SYSTEMS PER UL2221 . SS PANEL TO DUCT 16 GA. GALV. GREASE DUCTS AND DUCT ACCESSORIES PER UL1978 5/8" TYPE "X" GYPSUM BOARD UP WALL TO UNDER -SIDE OF EXISTING ROOF STRUCTURE STAINLESS STEEL WALL FLASHING BY KEC EXHAUST DUCT COLLAR FwIRE EXTINGUISHING SYSTEMS PER UL300 BACKFLOW PROTECTION IAMPO P998 STAINLESS STEEL HOOD GREASE FILTERS PER UL1046 S/S REMOVABLE GREASE CUP STAINLESS STEEL AT BACK OF FRYER QUICK DISCONNECT PER KITCHEN DRAWINGS GAS LINE IN WALL SEE PLUMBING PLANS 6" EPDXY FLOOR BASE COOLER _ REVIEWED FOR CODE COMPLIANC€ APPROVED JUL 18 2008 City Of Tukwila BUILDING DIVISION UL- LISTED COMMERCIAL COOKING STANDARDS SCALE: 1" 1' -0 Fff 0 it C 4- 111111! N RAM GROUP ARCHITECTS, PLLC 3030 North 14th St #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: ARCHITECT i A. .c.Z.I.KIEZ i S GATE or IETOTOF£ f NO_ REVISION /ISSUE DATE PROJECT NUMBER 3083 ihap soulhcenfer Tukwila we DATE: I DRAWN BY: 03- 21.2008 SHEET TITLE ENLARGED REST ROOM PLAN AND DETAILS STIECT NUMBER: A4.0 CITY SURMITTAL THE SIGN TO BE ON REST ROOM DOOR +60" A,F.F, THE SIGN TO BE ON REST ROOM DOOR +60" A.F.F. THE SIGN TO B NEXT TO THE DOOR +60" A.F,F. 12" 0 x 1/4" THICK CIRCLE "IHOP BLUE" 3/4" TALL LETTERING FONT SHALL BE "BANK GOTHIC" COLOR SHALL BE "WHITE" 12" LONG LEGS x 1/4" THICK "IHOP BLUE" (# 288114) 3/4" TALL. LETTERING FONT SHALL BE "BANK GOTHIC" COLOR SHALL BE "WHITE" (# 288114) INTERNATIONAL TOILET FACILITY SYMBOLS ARE REQUIRED ON WALL SIGN BUT NOT ON DOOR SIGN IN THE SAME CONTRASTING COLOR, 3/4" TALL LETTERING FONT SHALL BE "BANK GOTHIC" COLOR SHALL BE "WHITE" (# 288114) CORRESPONDING GRADE 2 CLEAR RASTER STYLE BRAILLE THE SIGN TO BE ON REST ROOM DOOR +60" A.F.F, THE SIGN TO BE ON REST ROOM DOOR +60" A.F.P. WOMEN THE SIGN TO BE NEXT TO THE DOOR +60" A.F.F. INTERNATIONAL TOILET FACILITY SYMBOLS ARE REQUIRED ON WALL SIGN BUT NOT ON DOOR SIGN IN THE SAME CONTRASTING COLOR. 3/4" TALL LETTERING FONT SHALL BE "BANK GOTHIC" COLOR SHALL BE "WHITE" CORRESPONDING GRADE 2. CLEAR RASTER STYLE BRAILLE 124 x 1/4" THICK THICK "IHOP BLUE" (# 282414) 3/4" TALL LETTERING FONT SHALL BE "BANK GOTHIC" COLOR SHALL. BE "WHITE" (# 288114) INTERNATIONAL TOILET FACILITY SYMBOLS ARE REQUIRED ON WALL SIGN BUT NOT ON DOOR SIGN IN THE SAME CONTRASTING COLOR. 3/4" TALL LETTERING FONT SHALL BE "BANK GOTHIC" COLOR SHALL BE "WHITE" (# 288114) CORRESPONDING GRADE 2 CLEAR RASTER STYLE BRAILLE +10' -O" • B.O. CEILING _ • B.O. RESTROOM DOOR SIGNAGE #0' - 0" T.O. SLAB Y B.O. CEILING • T.O. TILE c h i +21_9" C.O. GRAB BAR T.O. SLAB T.O. WALL TILE y . h .... L .. ... 1 ..1.. T ... �..� 1' ( .... ' . T ;j �.. 1.. 1 .. +2'- 0' �..�... :..I ' ..1...1. (..(...l.�.. ..1 ssssssssl♦�� TD, SURFACE C.... i....,..,.... a . I............ € L. L..... i . ,.....h...._..... ff .1....1...,.....L...i....l.. ! .;....) ....i....L . .(.. „.x .. 1 1 I � .! i i �a;.: +O 1•■ .EMI g T.D. SLAB R-ESTROOM DOOR S I GNAG-E 44 17P 171 52 47 SCALE: 1 -1/2' = 1 " -0" 48 56 WOMANS REST ROOM 114 +61_O" T.O. PARTITION + 31-4" C.O. DISPENSER'! + 21_911 C.O. GRAB BAR Y _ +0 B.O. PARTITION'! -J - T.Q. PARTITION C.O. COAT HOOK +3 1 - '9 COAT HOOK 1 - B.O. PARTITION 55 } MENS pi REST ROOM 115 MECHANICA ROOM 116 45 3)/ 3y112 ; 1.7y" 51 RESTROOM - EL-EVATIONS 5 - 3' 1 N I + 21_1011 0. SURFACE 114 SCALE: 1/4" = V--O" M% WOMANS REST ROOM a + 71..0" / OT .O. LOW WALLY ,f?;a T,O, PARTITION Y O. COAT HOOK ...n 1 4,s + 3' -4 . .L i r L. r J ..1..., .D. COAT HOOK - kG B.O. PARTITION 2'-15/4" (Oyu L 3yn 11_6)" Y B.O. CEILING k RIESTROOM - £NLARG[D LAYOUT PLAN +10'-0" B.O. CEILING + 4L0" C.D. DISPENSER C.Q. GRAB BAR B.O. PARTITION T.O. SLAB 1 WOMANS REST ROOM 114 6'-2/4" 1 - 7 " SCALE: 1/2" = 1 - -0" 1E5 G I 1 11_6!2" 4A),-1,3)/211 1 ), 3)211 ' t `. 49 1 V 1....(.. .'.. .I..f I ).. 46 50 G MENS REST ROOM 115 _ + 4 1 - TA, WALL TILE `� ' TA. SUR G ®4 ° °p coDe 1 L LV okk Q KEY NOTES: 1. PROVIDE BLOCKING, TYPICAL 2, TILE AT TOP TO BE BULLNOSE TRIM 3. 24 "x36" MIRROR 4, KICKPLATE 5. ACCESSIBILITY SYMBOL, SEE DETAIL 3/A4.O 6. WATER HEATER PER PLUMBING DRAWINGS 7. FRESH AIR INTAKE HIGH /LOW DUCT PER MECHANICAL DRAWINGS 8. TELEPHONE MOUNTING BOARD PER ELECTRICAL DRAWINGS 9. FLOOR DRAIN PER PLUMBING DRAWINGS 10. STORAGE RACK PER KITCHEN EQUIPMENT SCHEDULE R[STROOM ACCESSORIES: A. RECESSED TOILET SEAT COVER DISPENSER #B -3013 (15 - "x11 - 4'x3 - DEEP ROUGH OPENING), MOUNTING HEIGHT TO OPERABLE PARTS WITHIN 40" A.F,F. B. SOAP DISPENSER BOBRICK #B -822, STAINLESS STEEL COUNTER MOUNTED TOP FILLING (34 FL. OZ. /1.0 L) C. TOILET TISSUE DISPENSER, #B -2888 (SURFACE MOUNTED). 1 -i" DIA. MOUNTED 1 -" FROM WALL AND 33" A.F. SEE INTERIOR ELEVATIONS D, 36" STAINLESS STEEL GRAB BAR, #B-6806 (SURFACE MOUNTED), 1 -? DIA. MOUNTED 1 -? FRO WALL AND 33" A.F.F. SEE INTERIOR ELEVATIONS E, 42" STAINLESS STEEL GRAB BAR, #B-6806 (SURFACE MOUNTED). 1 -? DIA. MOUNTED 1 -1" FRO WALL AND 33" A,F.F, SEE INTERIOR ELEVATIONS F, ACCESSIBILITY DOOR SIGN FOR RESTROOMS, MOUNTED CENTER OF SIGN +60" A.F.F. REFER TO DETAIL 3 /A4A G. "enMOTION" ELECTRONIC SURFACE MOUNTED PAPER TOWEL DISPENSER, 'GEORGIA PACIFIC' #59462. MOUNTING HEIGHT TO OPERABLE PARTS WITHIN 40" A.F.F. H. ACCESSIBLE LAVATORIES, INTEGRAL IN CORIAN COUNTER TOP WITH 5" SPLASH. A CLEAR FLOOR SPACE 30 "x48" SHALL BE PROVIDED. SEE DETAIL 9/A6.6 FOR TYPICAL LAVATORY CONDITION I. BABY CHANGING COUNTER. SEE DETAIL 10/A6.6 J. COAT HOOK, BOBRICK #B -2116 AT ACCESSIBLE COMPARTMENT, MOUNTING HEIGHT WITHIN 40" A.F.F. AND AT 5'-7" A..F,F. TOTAL OF 2 HOOKS MOUNTED ON WALL K. ACCESSIBLE COMPARTMENT DOOR. 36" MIN. WIDTH CLEAR OPENING. 9" MIN. FLOOR CLARENCE, AUTOMATIC SELF CLOSING TYPE. COLOR: AMERICAN STANDARD PARTITION CORP. PLASTIC LAMINATE, COLOR NEVAMAR, HPL -3 #Y9N -001T, TEA STAIN SPUN YARN. L. SANITARY NAPKIN DISPOSAL RECEPTACLE. BOBRICK #B -353 RECESSED (11- 4'x15 -1"x3" DEEP R.O.) WITH TOP MOUNTED 33" A.F.F. M. MIRROR WITH STAINLESS STEEL FRAME, #B -290 24 "x36 ", ANCHOR MIRROR TO WALL WITH STAINLESS STEEL CLIPS. MOUNT BOTTOM OF MIRROR AT 3' -4" A.F.F. N. TOILET PARTITIONS: AMERICAN SANITARY PARTITION CORP., PLASTIC LAMINATE TYPE HPL-3, FLOOR MOUNTED & OVERHEAD BRACED, COLOR & PATTERN SEE SHEET A2.6. ALL PANEL CONNECTIONS TO BE CONTINUOUS FROM TOP OF PANEL TO BOTTOM OF PANELS. NO SMALL CONNECTING BRACKETS ALLOWED. PARTITION DOOR SHALL HAVE SLIDE LATCH, BUMPER & KEEPER 0. BRAILLE SIGN FOR RESTROOMS, CENTER OF SIGN MOUNTED +60" A,F.F. REFER TO DETAIL 3 /A4A P. COAT HOOK, BOBRICK #B -212 (RUBBER DOOR STOP INTEGRAL WITH COAT HOOK). MOUNTING HT. ON COMPARTMENT DOOR WITHIN 67" Q, NOT USED R. ACCESSIBLE WALL MOUNTED URINAL, SEE PLUMBING DRAWINGS. A CLEAR FLOOR SPACE 30 "x48" SHALL BE PROVIDED. SEE DETAIL 9/A6.6 (SIMILAR) S. COUNTERTOP WASTE CHUTE, BOBRICK #B -529. BEAUTY RING, SILICONE IN PLACE. OF USE WITH ITEM 'Y' WASTE RECEPTACLE T, SANITARY NAPKIN .DISPOSAL RECEPTACLE. BOBRICK #B -354 PARTITION MOUNTED 34" A.F,F, 11 "x152' ROUGH PARTITION OPENING. U. WASTE RECEPTACLE, RUBBERMAID "ATRIUM" STEEL CONTAINERS MODEL 9066 OPEN TOP, FINISH MSSTL, FOR USE WITH ITEM WASTE CHUTE V. WALL TILE TO BE 6 48" A.F.F. GEN-ERAL NOTES: 31. A 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. "CLEAR" DENOTES FINISH TO FINISH DIMENSIONS. "HOLD" DENOTES CRITICAL FRAMING DIMENSIONS. 2. THE TOILET FLUSH ACTIVATION SHALL BE AUTOMATIC, SEE PLUMBING DRAWINGS 3. ALL HOT WATER DRAIN PIPES SHALL BE INSULATED PER 2006 ICC BUILDING CODE, ICC /ANSI A117.1 REQUIREMENTS MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PER MOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL SERVICE JACKET. 4. INSULATION THICKNESS SHALL BE MIN, 1" 5. FURNISH AND INSTALL BACKING FOR ALL FIXTURES AND EQUIPMENT AS INDICATED ON SHEET A6.6. SEE WALL SUBSTRATE DIAGRAM FOR ADDITIONAL PLYWOOD AT WALLS 6. LAVATORY FAUCET CONTROLS SHALL BE AUTOMATIC, SEE PLUMBING DRAWINGS 7, ALL PLUMBING MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH 2006 ICC BUILDING CODE ICC /ANSI A117.1 8. ALL FIXTURES AND ACCESSORIES SHALL COMPLY WITH 2006 ICC BUILDING CODE, ICC /ANSI A117,1 REGULATIONS 9, CONTRACTOR TO PROVIDE BLOCKING FOR ALL GRAB BARS, AND SHALL BE INSTALLED WITH CONCEALED PLATES. SEE DETAIL 12/A6.6 10. CONTRACTOR TO PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES, INCLUDING MIRRORS AND COUNTERTOPS SEE SHEET A6.6 THE FLUX ACTIVATOR SHALL BE LOCATED ON THE WIDE CLARENCE SIDE OF ACCESSIBLE UNITS AND SHALL BE LEVER TYPE, THE FORCE TO ACTIVATE SHALL NOT EXCEED 5LBS. ACTIVATION SHALL BE WITHIN 40" A.F.F. 12, HAND WASH SIGNS ARE REQUIRES IN ALL RESTROOMS USED BY EMPLOYEES MOUNTING HEIGHTS: GRAB BARS RIM OF LAVATORY TOILET SEAT PAPER TOWEL MIRROR TOILET PAPER SOAP DISPENSER TOILET SEAT COVER DISPENSER COAT HOOK 33" A.F.F. 34" A.F.F. 17" TO 19" A.F.F 40" TO BTM. 40" TO BTM. 19" TO . A.F.F. 40" TO BTM. 40" TO BTM. 40" TO Q A.F.F. i = 0 ■ 0 c r } RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: IS1 D 1 r° MISTER= ITECT R :t." 1 4.. Efi25I{In STATE or WA$SIM}TONr TN RIMS - - - -- -- FE 104 �T A ■ T - /1 . l ■ t / 1 NbanniS 3 � • OH1 N0_ REVISION /ISSUE DATE PROJECT NUMBER: 30B3 ihap soufhcenfer Tukwila wa DATE: 03 -21 -2008 I DRAWN 8Y: SHEET TITLE WALL PARTITION TYPES MET NUMBER: A5.O CITY SUBMITTAL BUILDING EXTERIOR ELECTRICAL OUTLET AT CEILING PER ELECTRICAL PLANS EXISTING STORE FRONT GLAZING tt . ,... <w ... ..h.......,...w . _., ...,.. <.....,.......,.�...w ,... v.w.... �.... 7 NO FIRE RATING REQUIRED EXISTING STRUCTURE CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO LAYOUT EXISTING CONCRETE TILT -UP PANEL WALLT�r� SOLID FILL W /GROUT TILE FLOORING OR CARPETING OVER EXISTING SLAB - REFER TO FLOOR FINISH PLAN A fM SUSPENDED GYP. MDT- DINING ROOM FURRING AND CEILING TO EXTERIOR WALL 0 STORE fRONT SCALE: 1" - 1' -0" SUSPENDED LAY IN CEILING SYSTEM, ARMSTRONG CLEAN ROOM MYLAR, CLASS "A" 24 "X24 "X3/4" WASHABLE INSTALLED PER ICC ER REPORTS ESR -12.89 AND ESR -1308 5/8" TYPE "X" GYPSUM BOARD, TEXTURE AND PAINT WITH EPDXY PAINT PER FINISH SCHEDULE FIRE-X GLASBORD FRP PANEL CLASS A FIRE RATING PER ASTM E -84 TEST METHOD, FIRE -X GLASBORD IS UL CLASSIFIED AND MEETS USDA /FSIS REQUIREMENTS, PER ICC LEGACY REPORT ER-4583 3/4" C.R, CHANNEL BRACING AT 4' -0" O.C. MAX. VERTICALLY. DRY STORAGE DENS - SHIELD TILE BACKER BOARD KUI C CAULKING AT - - €RG: Y TO FRP 6 CAVE BASE TO MATCH EPDXY FLOOR EPDXY FLOOR OVER EXISTING SLAB INTERIOR NON BEARING PARTITION 24" X 24" WHITE VINYL ROCK; WHITE FINISH, ALUMINUM, CAPPED STEEL GRID. ACCEPTABLE MANUFACTURERS: "ENDURE" BY CHICAGO METALLIC CORP. OR "CLIMAPLUS" BY U.S. GYPSUM 5/8" TYPE "X" GYPSUM BOARD, TEXTURE AND PAINT WITH EPDXY PAINT PER FINISH SCHEDULE FIRE -X GLASBORD FRP PANEL CLASS A FIRE RATING PER ASTM E -84 TEST METHOD. FIRE -X GLASBORD IS UL CLASSIFIED AND MEETS USDA /FSIS REQUIREMENTS, PER ICC LEGACY REPORT ER -4583 (ONLY AT SERVICE LINE) 3/4" C.R. CHANNEL BRACING AT 4' -0" O.C. MAX. VERTICALLY. KITCHEN STORAGE DENS - SHIELD TILE BACKER BOARD FULL CAULKING AT EPDXY TO FRP 6" COVE BASE TO MATCH EPDXY FLOOR EPDXY FLOOR OVER EXISTING SLAB 5 n Cam D S" INTERIOR NON BEARING PARTITION - EXISTING STRUCTURE ABOVE 5/8" TYPE "X" GYPSUM BOARD STAINLESS STEEL WALL PANEL BY KITCHEN EQUIPMENT INSTALLATION CONTRACTOR 6" 20 GA. METAL STUDS PER TABLE ON SHEET A5.1 5/8" TYPE "X" GYPSUM BOARD I <ITCHEN STAINLESS STEEL WALL PANEL BY KITCHEN EQUIPMENT INSTALLATION CONTRACTOR METAL FLOOR RUNNER EXISTING STRUCTURE ABOVE 5/8" TYPE "X" GYPSUM BOARD +10' -0" B.O. CEILING EXHAUST HOOD, PER PLAN STAINLESS STEEL WALL PANEL BY KITCHEN EQUIPMENT INSTALLATION CONTRACTOR - ONLY AT HOED 6" 20 GA. METAL STUDS PER TABLE ON SHEET A5.1 5/8" TYPE "X" GYPSUM BOARD KITC1-IEN COOK LINE STAINLESS STEEL WALL PANEL BY KITCHEN EQUIPMENT INSTALLATION CONTRACTOR METAL FLOOR RUNNER X -ZF 22 P8THB HILTI DRYWALL TRACK PINS @ 24" O.C. OR 3/8 DIA, X 1 3/4" EMBEDDED EPDXY THREADED RODS @ 24" O.C. INSTALLED BY HILTI HIT HY 150 ADHESIVE ANCHOR SYSTEM +10' -0" B.O. CEILING`r 24" X 24" WHITE VINYL ROCK; WHITE FINISH, ALUMINUM, CAPPED STEEL GRID, ACCEPTABLE MANUFACTURERS: "ENDURE" BY CHICAGO METALLIC CORP, OR "CLIMAPLUS" BY U.S. GYPSUM X-ZF 22 P8THB HILTI DRYWALL TRACK PINS @ 24" O.C. OR 3/8 DIA. X 1 3/4" EMBEDDED EPDXY THREADED RODS @ 24" O.C. INSTALLED BY HILTI HIT HY 150 ADHESIVE ANCHOR SYSTEM SCALE: 1" R 1' -O" J SCALE: 1" ■ 1 EXISTING STRUCTURE CONTRACTOR TO— FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO LAYOUT U.S. GYPSUM; SHADOW -LINE TEGULAR EDGE, COLOR: ASPEN WHITE, 24 "x 24 ", CEILING GRID PROFILE - CONTACT: USG DISTRIBUTOR 877- 874 -4200 METAL FLOOR RUNNER DINING AREA X -ZF 22 P8THB HILTI DRYWALL TRACK PINS @24" O,C. OR 3/8 DIA, X 1 -3/4" EMBEDDED EPDXY THREADED RODS @ 24" O.C. INSTALLED BY HILTI HIT HY -150 ADHESIVE ANCHOR SYSTEM INTERIOR NON - RATED PARTITION NON BEARING WALL NO FIRE RATING REQUIRED EXISTING STRUCTURE CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO LAYOUT SINGLE 2 1/2" 20GA TOP TRACK SET "RED -HEAD" SET INTO CONCRETE WALL SINGLE 2 1/2" 24GA STUDS 24" O.C. 3/4" C.R. CHANNEL BRACING AT 4' -O" O.C. MAX, VERTICALLY, EXISTING CONCRETE TILT -PANEL WALL SINGLE LAYER OF 5/8" TYPE "X" GYPSUM BOARD. 3/4" C.R. CHANNEL BRACING AT 4' -0" O.C. MAX. VERTICALLY. SINGLE 2 1/2" 20GA FLOOR RUNNER TRACK X -ZF 22 P8THB HILTI DRYWALL TRACK PINS @ 24" 0.C. OR 3/8 DIA. X 1 3/4" EMBEDDED EPDXY THREADED RODS @ 24" O.C. INSTALLED BY HILTI HIT HY 150 ADHESIVE ANCHOR SYSTEM BUILDING EXTERIOR NO FIRS RATING REQUIRED 4. n 4 f KITCHEN +10'_0" B.O. CEILING 24" X 24" WHITE VINYL ROCK; WHITE FINISH, ALUMINUM, CAPPED STEEL GRID, ACCEPTABLE MANUFACTURERS: "ENDURE" BY CHICAGO METALLIC CORP, OR "CLIMAPLUS" BY U.S. GYPSUM 5/8" GYPSUM BOARD FRP PANEL PER PLAN 5/8" DENS SHIELD TILE BACKER BOARD 3/4" C,R, CHANNEL BRACING AT 4' -0" O.C. MAX. VERTICALLY. 6" 20 GA. METAL STUDS PER TABLE ON SHEET A5.1 FULL CAULKING AT EPDXY TO FRP 6" COVE BASE TO MATCH EPDXY FLOOR EPDXY FLOOR OVER EXISTING SLAB PAINTED EXPOSED CMU -BLACK OUT PER FINISH SCHEDULE 5/8" GYP, BOARD (SMOOTH FINISH @ CEILING) DINING ROOM SEALANT OVER BACKER ROD TILE FLOORING OR CARPETING OVER EXISTING SLAB - REFER TO FLOOR FINISH PLAN + 1Y-0" B.O, CEILING 01_ On FINISH FLOOR7 SCALE: 1" - 1' -0" INTERIOR WALL FURRING OVER EXISTING EXTERIOR WALLS SCALE: 1" i 24" X 24" WHIT! VINYL ROCK; WHITE FINISH, ALUMINUM, CAPPED STEEL GRID. ACCEPTABLE MANUFACTURERS: "ENDURE" BY CHICAGO METALLIC CORP. OR "CLIMAPLUS" BY U.S, GYPSUM 5/8" TYPE "X" GYPSUM BOARD, TEXTURE AND PAINT WITH EPDXY PAINT PER FINISH SCHEDULE FIRE -X GLASBORD FRP PANEL CLASS A FIRE RATING PER ASTM E -84 TEST METHOD. FIRE -X GLASBORD IS UL CLASSIFIED AND MEETS USDA /PSIS REQUIREMENTS, PER ICC LEGACY REPORT ER -4583 (ONLY AT SERVICE LINE) 3/4" G.R. CHANNEL BRACING AT 4' -0" O.C. MAX. VERTICALLY. DRY STORAGE DENS- SHIELD TILE BACKER BOARD FULL CAULKING AT EPDXY TO FRP 6" COVE BASE TO MATCH EPDXY FLOOR EPDXY FLOOR OVER EXISTING SLAB INTERIOR NON BEARING PARTITION 5/8" DENS SHIELD TILE BACKER BOARD + 4i_On T.O. TILE RESTROOM TILE WAINSCOT, PER INTERIOR FINISH SCHEDULE TILE FLOOR AND BASE PER INTERIOR FINISH SCHEDULE NO FIRE RATING REQUIRED HALLWAY EXISTING STRUCTURE ABOVE 5/8" TYPE "X" GYPSUM BOARD STAINLESS STEEL WALL PANEL BY KITCHEN EQUIPMENT INSTALLATION CONTRACTOR 6" 20 GA, METAL STUDS PER TABLE ON SHEET A5.1 5/8" TYPE "X" GYPSUM BOARD WARE WASH STAINLESS STEEL WALL PANEL BY KITCHEN EQUIPMENT INSTALLATION CONTRACTOR METAL FLOOR RUNNER X -ZF 22 P8THB HILTI DRYWALL TRACK PINS @ 24" O.C. OR 3/8 DIA. X 1 3/4" EMBEDDED EPDXY THREADED RODS @ 24" O.C. INSTALLED BY HILTI HIT HY 150 ADHESIVE ANCHOR SYSTEM 3/4" C.R. CHANNEL BRACING 4' -O" O.C. MAX. VERTICALLY. INTERIOR NON -RATED PARTITION NON BEARING WALL LTEI +1O'-O" ,D. CEILINGY g SCALE: 1" 1 EXISTING STRUCTURE CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO LAYOUT 3 5/8" 24GA MIL. STUDS. BRACE AT 48" O.C. STAGGER EA. SIDE. ANCHOR TO STRUCTURE, ATTACHED W/ 3 #10 X 5/8" SCREWS EACH END 5/8" GYPSUM BOARD 3 5/8" 20 GA. METAL STUDS PER TABLE ON SHEET A5.1 5/8" GYPSUM BOARD +10'_0" B.O. CEILING SCALE: 1" • 1' -O" o� E o� 5/8" GYP. BOARD (SMOOTH FINISH @ CEILING) E CO ° 2 ° y � y � 4.— . REVIEWED FOR CODE COMPLIA G:! AT APPROVED El JUL 18 2008 4 City Of Tukwila BUILDING DIVISION, METAL FLOOR RUNNER - - X -ZF 22 P8THB HILTI DRYWALL ° o TRACK PINS @24" O.C. OR 3/8 DIA. X 1 -3/4" EMBEDDED EPDXY THREADED RODS @ 24" O.C. INSTALLED BY HILTI HIT HY -150 ADHESIVE ANCHOR x SYSTEM p ,_ p " FINISH FLOOR'S Q_ 5/8" TYPE 'X' G.W.B.w 20 GAUGE 8" MTL. 16" EXISTING STRUCTURE :..... - ! t :••. - - -' w � ` f ::t; 25 GAUGE 3 MTL. STUDS @ 16 "0,C. STUDS @ O,C. i 5 J , ! f J t y li t , , • 1 - NO_ REVISION /ISSUE - ..'r r 1 \ ( r ` ; i ! 1' . ; /-`� ` � '; i � r • " f ; i t �- ( \, r "1' - ' S o f • ` t { {` { �' ; i CONTRACTOR TO FIELD VER F AL VERIFY L EXISTING = ' . CONDITIONS PRIOR TO l LAYOUT ( € EXISTING CONCRETE I ' ! ; r• -•_•, : . ....J ° • € i x..:..:- / w ".-€ i Ew i I' i % i;4 -": T i" WAINSCOT (PER TENANT' IMPROVEMENT DRAWINGS 3? SOUND BATT PRO]ECI NUMBED 3083 ihap soufhcenfer fukwile wa . 3" SOUND BATT INSUL, 'X' INSUL. 'X' SNEET NUMBER: A5.1 CITY SUBMITTAL TILT -UP PANEL WALL C) `,• ` • � --• - / ' /I/ r � .._ .._.... f --- 4/' / 4 // `j // A ,„ 1 ' € fl I� A ,-,/ /?/' EXISTING FRONT - --- ----- �: -�a• ` •T :: ' • „,--- • i, . i ?. ' w. 5/8" TYP G.W.B. ON BOTH SIDES EXTEND TO ROOF FRAMING 5/8" TYPE G.W.B. (WATER - RESISTANT)' EXTEND TO ROOF FRAMING SEE HEIGHT, BY OTHERS TENANT SPACE EXTEND TO 6" ABOVE HEIGHT ADJACENT CEILING, TENANT IMPROVMENT DRAWING FOR FINISH CEILING WALL TYPE FROM LANDLORDS WORK DRAWINGS DATED 01/30/08 AS APPROVED BY OTHERS __ f I --- • - �_3 i E ' f € I i � o i I s �� 3 SUSPENDED SUSPENDED GYP. BRD- i TENANT SPACE WALL TYPE FROM LANDLORDS WORK DRAWINGS BY OTTERS DATED 01/30/08 AS APPROVED BY OTTERS, D SCALE: 1" * 1' -0" t SCALE: 1" u 11-0" 25 GAUGE 6" MTL, STUDS @ 16" O.C. EXISTING TILT -UP PANEL -SHELL CONSTRUCTION ,, // j 7 J � i ' 4 i 1 STORE //I GLAZING .._. .._.__._.. ' 0 _........_........_.. �_ _....._.. , ......... r 1- n f° - ;r % `� - "••• "_ -" __ ...._._._.. .. ._- - - -. T•.• „••,•••.�' 1 (; i € I €� i ! Ei I€ 1 ! € ii l 0 , � a ', ' r o y 11 o E € ' I L 6 I �- ,x 5 „y 3- vra k_ v f f f t �'1 { t { • 4 S a _.. i f -- f i S ` z J 1 { ' v i \ 't t f Z f + ' wt � , f \ j ..;( !' \.._ ✓____ ;_ �,. ...._ ./t f F f f - � t i 1 f c S. ��1. . f i ' ` . 1 r ',�i • i Z. '� F t '! 1 i i f 3` ; rI 1 t S , t f , {t 7 = f f / ` i > � l y f I { S f ,_ ; t ) f. ) i .• t f l +. , i£ i, i 4 R -11 BATT INSUL. W/ VAPOR BARRIER 5/8" TYPE 'X' G.W.B. y i } ; 't { { } ; € :V, j{ i i , i . '7-7 a is 1 i i ` t ' i. S f y 1 " WAINSCOT (PER TENANT- IMPROVEMENT DRAWINGS 6" SOUND BATT INSUL. 25 GAUGE 3 5/8 METAL STUD @16" O.C, FRAMING PER SHELL PERMIT DRAWINGS E=XTEND TO ROOF FRAMING 5/8" TYPE 'X' G.W.B. (WATER - RESISTANT) EXTEND TO ROOF FRAMING SEE HEIGHT. BY OTHERS TENANT SPACE EXTEND TO 6 ABOVE HEIGHT ADJACENT CEILING. TENANT IMPROVMENT DRAWING FOR FINISH CEILING WALL TYPE FROM LANDLORDS WORK DRAWINGS DATED 01/30/08 AS APPROVED BY OTHERS TENANT SPACE WALL TYPE FROM LANDLORDS WORK DRAWINGS BY OTHERS DATED 01/30/08 AS APPROVED BY OTHERS 0 SCALE: 1" xi 11-011 B SCALE: 1" in 1' -0u .......:............ ...._..__ TILE FLOORING OR _ fi € `' ' I REVxWED FOR . ' ODE COMPLIANCE 3 'PROVED f k� � $ 2008 JUL i t il City Of Tukwila ; E SIO . . ULING D�VI ......., ..... ... ..... 9 , I 518" TYPE 'X' G.W.B. 20 GAUGE 6 MTL. STUDS @16 "O,C, 25 GAUGE 6" MTL, "O.C. STUDS @16 , : f . .. t F f { .. f ♦...• ��. _ y . .. { ,, iii "' l i = t i r f i f i t Y { ' 'l ! ' t f ` f ' ! • Y...f `.. - -/ t.�r 1....� .....J ,. -f '4..� •,.. J l I __ f f • , ...✓ .. 'c I y l f y f i s i `j f .. �'• �, .... + r __ _ : f W y 4 i .. f � .., z t f S { 1 ' 4 f f f � f { J + ,..� 4 ,... rj 'a..,./ �.... of (r.. -Ad t. _ j ... ° ° { 5 { , f *. - 1 4._ _.__ 3 5/8° SOUND BATT INSUL. TYPE 'X' G,W.• ' WAINSCOT ( PER TENANT IMPROVEMENT DRAWINGS 3 SOUND BATT INSUL. CARPETING OVER EXISTING SLAB - REFER TO FLOOR FTNISH PLAN FURRING AND CEILING TO EXTERIOR WALL 1 1 ; G :;1 STORE FRONT ON BOTH SIDES EXTEND TO ROOF FRAMING 5/8" TYPE 'X' G.W.B. (WATER - RESISTANT) EXTEND TO ROOF FRAMING TENANT SPACE EXTEND TO 6" ABOVE HEIGHT ADJACENT CEILING. SEE TENANT IMPROVMENT DRAWING FOR FINISH CEILING HEIGHT, WALL TYPE FROM LANDLORDS WORK DRAWINGS BY OTHERS . DATED 01/30/08 AS APPROVED BY OTHERS TENANT SPACE WALL TYPE FROM LANDLORDS WORK DRAWINGS BY 01 DATED 01/30/08 AS APPROVED BY OTHERS SCALE: 1 as 1' -0 41110111' SCALE: 1" a ILO" 8 NO FIRE RATING REQUIRED SCALE: 1" at 1' -D" RAM GROUP ARCHITECTS, PLLC 3030 North 14th 5t. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: ...._.._ .. _.. . 9291 IMISTRRED ,. cITEcT - . . MISKIxL STATE OE' WASHING NO_ REVISION /ISSUE DATE PRO]ECI NUMBED 3083 ihap soufhcenfer fukwile wa DATE: I 03 -21 -2008 BRAWN BY: SHEET TITLE WALL PARTITION TYP[S SNEET NUMBER: A5.1 CITY SUBMITTAL Nonstructural, Composite Limiting Heights Interior load- bearing partitions are not designed to carry axial loads. limiting heights are based on stress or deflection limits for given I loads. Height limitations depend on the gauge of the steel used, dimensions of the stud, stud spacing and the allowable deflection mit. The composite limiting heights include the contribution of the gypsum wallboard sheathing on both sides of the wall, Designation Gauge Mils STN STE* STX STN STEW STX STN STE* STX STN STE* STX STN STE* 5TX 25 20 DW 20 STR 25 20 DW 20 STR 25 20 DW 20 STR 25 20 DW 20 STR 25 20 DW 20 STR 18 30 33 18 30 33 18 30 33 18 30 33 18 30 33 Inches 0,0188 0,0312 0,0346 0,0188 0.0312 0.0346 0.0188 0.0312 0.0346 0.0188 0,0312 0,0346 0.0188 0.0312 0.0346 1 acn P 9 (mm) Inches 12 0,48 0,79 0.88 b 0,48 0.79 0.88 0,48 0,79 0.88 0.48 0.79 0,88 0.79 4 fi 24 19' 9 "f 12 12' 5" J t'.:..... .ru�....raf 71 .3. 24 12. 24 12. ... 24 12 24 12 24 12 24 12 24 12. 24 12 6 24 12 0,48 16 24 12 24 12 0.88 16 24 ea' D fl ctlan Limit L/120 L/240 L/360 10' 5" 13' 0" 11' 0" 15' 1" 11' 10 "f 16' 8" 13' 9" 17' 9" 14' 10" 17' 8 "f 1 11'2" 8' 13' 9 "f 21' 8" 17 22' 6" 15' 1 "f 24' 0" 19' 8" 25' 1" 11 20' 9 22' 10" 16' 9 "f 32' 1" 25' 1 33' 9" 27' 2" 7' 11" 9' 11" pl.a 8 3" 10' 4" 8 1 9" 11' 11" 10' 7" 13' 2" 10 9" 13' 11" 12 t! 11' 7" 15' 4" 1 ;4 1 14' 44,1' 4 2 13' 5" 17' 1" 14' 0" 24 12 166 n a" !: ,a!l , 24 18' 6" 14' 9" 17' 10" 12 19' 6 "f 16' 5" 1 17'• ff 4i " 1s; 14' 2" 19' 0" 6 , 2 ;6' �Y15r1 15' 7" 19' 11" 16' 5" 22' 1" 19'9! 16' 9 "f 25' 6" l 20' 3" 26' 9" 1 :6 21' 7 6' 7" 6l, 0" , 8' j113 . 0z1 ' 5' 3" 8' 0" 6' 4" 9' 0" 7' 8" 10' 5" 91 3" 11' 6" 9' 4" 11' 11" 9' 4" 12' 1" 15' 6n 12' 1" 10' On 13' 3" 11' 7" 14' 0" 12' 0" 15' 6" 14)10,!:c 12'9" 14 4" 12' 4" 16' 6" 13' 5" 17' 4" 14' 3" 19' 4" 16' 9 "f 22' 3" 17' 8" 23' 5" 18' 10" Deflection Limit t L/120 L/240 L/360 9' 9" 8' 0 "f 10' 10" 9' 2" 11' 4" 91 7" 12' 4 "f CIF 'MAW 9' 8 "f 14' 7" 13' On 14' 3 "f 11' 0 "f 18 11" 15' 6" 19' 8" 18 iH_ 16' 2" 15' 9 "f 12' 1"f 20' 11" 17' 1 21' 11" COW 18' 1" 18' 7 "f 13' 5 "f 28' 0 20' 6 "f 29' 6" 23' 10" 61 711 51 911 5' 3" 8 0" 1 3" 6' 4" 9' 0" 7' 8" 10' 5" '10 9' 3" 11' 6" 10' 0" 13' 3" 11' 0 "f 14' 10" 12' 0" 15' 6" 1�1 3F 12' 9" 14' 4" 12' 1 "f 16' 6" 13' 5" 17' 4" 14' 3" 18' 7 "f 1 - 'i» 13' 5 "f 22' 3" 17' 8" 23 1 5" 18' 10" 4' 7" 7' 0" ',4 5 7" T 3" 5' 9" 9' 1" 8' 1" 10' 0" 8!:,2" 12 ,,9? 6'! .r 8' 1" 10' 9" 8' 6" 10'6" 13'11" 10'11" 8 7 11' 7" ' 10' 1" 12' 10" 10' 5" 13' 7" 10' 9" 14' 4" 9r tti 1 11' 7" 15' 0" ' 9' 1 13' 5 "f 19' 5" 15' 5" 20' 6" at 9n. 16 7" Deflection L/120 L/240 8' 10" 6' 0" 5' 4" 9' 11" 8' 3" 10' 4" 711 1 8" 8' 9" 10' .9 "f 8' 5 "f 13' 2" 11 7" 12' 5 "f 9 17' 1" 5'. ; 11 14' 0" 17' 10" 12!6 6'0 11' 2" 14' 9" 12' 6" 13' 8 "f 10' 5 "f 19' 0" 6u 14' 9 "f 19' 11" 12' 4 1 16' 5" 16' 9" 116' 2 "f 11' 5 "f 24' 7 "f 0 , 3' 2 4 1 !..`9,34 ' ,- 1'7' 8" 21'1T 17' 9 "f 26' 9" 241 1 19' 1 "s 4' 9" 7 3" 51 9" 7' 6 6' 0" 9 6 8' 5" 10' 5" 8' 11" 12' 0" 9' 5"f 13' 5" ,11 10' 10" 14 '1" 10' 5 "f 14' 11" 441 12' 1" 15' 8" itOk 12' 10" 16' 2 "f 3 "f �?.0t 11' 5 "f 20' 311 ^t8 4 16' 01' 21' 3" 17 2" Depth 3 -5/8" 4" 6" Design Thickness f: Flexural stress controls al owable wall height. 3: Shear /web crippling controls allowable wall height. *STE will be supplied for all 20 -gauge orders unless STX is specifically requested. 7.5 psf 10 psf Limit L/360 5' 3" 4' 2" 6' 4" 5' O" 6 7" 51 3 " :.. 71 3" st71t 5 1 9u 91 1" 7' 4" 9' 5" gt 818; 7' 8" 10' 5" 9 9' 1" 11' 8" t0 `.7 9' 4" 12 4" 11'7" 10'1" 13' 0" 11' 4" i E'I 9' 9" 12' 11" 111 1011 10' 5" 13' 7" :12 11' 2" 15' 0" :13tF.t0?' Q 11' 5 "f 17' 6" lagton,E 13 8" 18' 7" 17'� 4 15' 0" Fy Dietrich UltraSTEEL® Framing's 20 -Gauge EQ Composite Limiting Heights (1 layer 5/8" thick gypsum wallboard), 24 15' 5" 9' 9" 12. 21'1" 16'9" 14'5" 24 12 6 19' :9 ;15' 24 12 17' 1" 22' 7" 18' 3" 25' 0" li i�f .11 a,3 12' 6" 17' 11" 14' 0" 19' 10" 9' 6 15' 6" 11' 10" 17' 4" 13' 6" 18' 5" 11 14' 11" 19' 9" 15' 11" 21' 10" 9' 911 14' 5" 11' 2" 16' 9" 9' 6 15' 6" 7' 9" 13' 1" 11' 10" 17' 4" 10' 0" 15' 2 12' 6" 17' 11" 14' 0" 19' 10" `7 12'0" 9' 5" 10!10 " 9'5 ";; 8' 4" 13' 8" ,: E 121 51t 10' 6" 15' 9" 11' 7" 8' 11" 13' 7" 14' 5" t' 91 9" 15' 6" p. 11' 10" 17' 4" 91 511 9 5 11' 7" 0 10 8' 11" 13' 7" 162 USTE 2,5 USTE 362 USTE 400 USTE 600 USTE 8' 9' 10" 7' 8" 11' 6 14 to" 'Composite limiting heights based on single layer 5/8" thick gypsum board full height on each side with screws spaced 12" o.c, to framing members per ASTM C 754 20 GAUGE LIMITING HEIGHTS TABLE 1 LAYER 5/SH THICK GYPSUM EA SIDE INTERIOR NONSTRUCTURAL COMPOSITE LIMITING HEIGHTS TABLE Wallboard Protection on Each Side of Wall Rating Min Stud Depth, Item 2 M n Stud Depth, Item 2A No. of Layers & Thkna of Panel Min Tt km. of Insulation (Item 3) 1 3 -1/2 3 -5/8 1 layer, 5/8 in. thick Optional 1 2 -1/2 3 -5/8 1 layer, 1/2 in. thick 1 -1/2 in, 1 1 -5/8 3 -5/8 1 layer, 3/4 in. thick Optional 2 1 -5/8 2 -1/2 2 layers, 1/2 in. thick Optional 2 1 - 5/8 2 -1/2 2 layers, 5/8 in. thick Optional 2 3 -1/2 3 -5/8 1 layer, 3/4 in. thick 3 in. 3 1 -5/8 2 -1/2 3 layers, 1/2 in, thick Optional 3 1 -5/8 2-1/2 2 layers, 3/4 in. thick Optional 3 1 -5/8 2 -1/2 3 layers, 5/8 in, thick Optional 4 1 -5/8 2-1/2 4 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 1/2 in, thick Optional 4 2-1/2 2 -1/2 2 layers, 3/4 in. thick 2 in. rends __. ;TEFL 5611". • C■7H04ffr J - . \, c .. 3 M r,1 AFe?IER 1d3i,7r1Nt4 E r%�m:', WEW SM r'1xr uxxrr:tra fiewitO mctrud edwddramk !PiFrePMtdknPndgm4mn Ib PM ohm of tho1A firaBa,imle"rRkry. 3M BRAND FIRE BARRIER MP MOLDABLE PUTTY OUTLET BOX - THROUGH PENETRATION FIRE STOP PER ICC /ES LEGACY REPORT NER -243 ct7K (Mr.. --1 1 IR :1 1.0G119: r'1Fe6 RAP= - 6YP$EiM YPkLEEGIARR rater 1.T. ONE HOUR THROUGH PENETRATION FIRESTOP SYSTEM 1$ NOM 3 DIA PLUMBING CLEAN OUT UL SYSTEM NO. W -L -2355 NO SCALE FRONT VIEW A System No, W -L -2154 May 19, 2005 F Ratinga -1 and 2 Hr (See Item 11 T Ratings -1 and 2 Hr (See Item 1) 0 0 0 SECTION A-A 1, Wall Assembly -The 1 or 2 hr fire rated gypsum board /stud wall assembly Moll be constructed of the materials and to the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features, A, Studs -Wall framing may consist of either wood etude or ateel channel studs, Wood etude to consist of nom 2 by 4 in, (51 by 102 mm) lumber space( 16 in, (406 mm) OC. Steel studs to be min 3 -1/2 in. (89 mm) wide and apaced max 24 in. (610 mm) OC, 5. Gypsum Board* - Thickness, type, number of layers and faatenera as required in the individual Wall and Partition Design. Max diameter of opening is 7 -3/4 in. 1196.9 mm). The hourly F and T Ratings of the fireatop ayatem La equal to the hourly fire rating of the wall assembly in which it is inatalled. 2. Through Penetrants -One nonmetallic pipe or conduit to be centered within opening with a nom 1/4 in, (6 mm) annular space between pipe or conduit and periphery of opening. Pipe or conduit to be rigidly supported on both sides of the wall assembly. The following type and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe -Nom 6 in. (152 mml diameter for emceed Schedule 40 ealid core PVC pipe for use in closed )prates* or supply) or vented (drain, waste or vent] piping system. B. Rigid Nonmetallic Conduit ++ -Nom 6 in. 1152 mml diameter )or smaller) Schedule 40 PVC conduit installed in accordance with the National Electrical Code INFPA No. 701. C. Chlorinated Polyvinyl Chloride (CPVC) Pipe -Nom 6 in. (152 mm) diameter or smaller) SDR13.5 CPVC pipe far use in closed (process or supply) piping systems. 3. Firestop Syatem -The details of the firestop system shall be as follows: A. Steel Sleeve - Minimum 26 gauge galvanized steel cut 6 in, 052 mm) longer than overall width of wall with the outside diameter equal to diameter of opening in wall with a min 1 in, (25 mm) overlap along longitudinal seam, Sleeve placed in wall opening such that 3 in. (76 mml extends beyond both sides of wall. Edges of sleeve to be provided with 1/2 in. 113 mm) long elite to farm retaining tabs. B. Fill, Void or Cavity Materials* -Wrap Strip -Nom 1/8 in. 13.2 mm) thick intumescent material supplied in 2 in, (51 mm) wide stripe. Min four continuous layers of wrap strip tightly wrapped around nonmetallic pipe on both sides of the wall, and recessed within steel sleeve 2 -1/2 in. (64 mm) from the end of sleeve on both sidea of wall. An additional stack of four continuous layers of wrap strip tightly wrapped around nonmetallic pipe an both sides of th wall and butted tightly against the first layers or wrap strip and recessed 1/2 in, 113 mml from each end of sleeve. The alit edges of sleeve to be bent 90 degrees toward pipe. Two min 1/2 M. (13 mm) wide by 0.028 in. (.71 mm) thick stainless steel band clamps shall be tightly fastened around sleeve on both sides of wall, approximately 1/2 in. 113 mm) from the wall surfaces and 314 in. 119 mm) from each end of sleeve. 3M COMPANY -Ultra GS C. Fill, Void or Cavity Materials* -Caulk or Sealant -Min 1/2 in. (13 mml diameter bead of caulk shall be applied to outer perimeter of sleeve on both sides of wall at sleeve /wall interface. 9M COMPANY -CP 25WB+ caulk, IC 15WB+ caulk, fireDam 150+ caulk or fB -3000 WT aealant. (Note: CP 25WB+ not suitable for use with CPVC pipes.) Last Updated on 2005 -05 -19 ONE OR TWO HOUR FIRE RATED GYPSUM BOARD /STUD WALL THROUGH- PENETRATION FIRE STOP SYSTEMS NON METALLIC PIPE UL SYSTEM NO. W -L -2154 NO SCALE System No. W -L -2355 May 19, 2005 F Rating -1 Hr T Rating -1 Hr Last Updated an 2005 -05 -19 FRONT VIEW A 3 ca 1A a 0 0 7111 SECTION A -A 1. Wall Assembly -The fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the rallowin 9 construction features: A. Studs -Wall framing to consist of nom 2 by 6 in. 151 by 152 mml for larger) wood studs or doubled or staggered nom 2 by 4 in. (41 by 102 mm) (or larger) woad etude spaced in accordance with the individual U300 Series Wall and Partition Deai 3 na. B. Inau[atfon * - R13 or higher' loss fiber or mineral fiber bait insulation ( g 1 g tt ]anon friction fitted into stud cavity. C. Gypsum Board* -One layer of nom 5/8 in, (16 mm) thick gypaum board, as specified in the individual Wall and Partition Design. Max diam of opening is 5 in. (127 mm). 2, Piping System -One nom 3 in. 176 mm) diam for mailer) Schedule 40 solid core or cellular core PVC P i P e with PVC tee clean-out for use in closed (process or supply] or vented (drain, waste or vent) piping ayatem*, inatalled within stud cavity. PVC clean -out to be located behind opening in gypaum board. 3. Fill, Void or Cavity Material* - Caulk, Sealant or Putty -Min 1/2 in. (13 mm) diam of fill material applied completely around perimeter of opening. 3M COMPANY -MP+ putty, CP 25WB+ caulk, IC 15WD+ caulk or P5 -3000 WT sealant 4, cover Plate -Min 6 -1/2 in. (165 mml diam 24 gauge (or heavier) stainless steel cover plate secured to PVC clean -out with stainless steel screw through center of plate. Cover plate to be tightened squarely to wall and shall overlap surface of gypsum board a min of 3/4 in, 119 mm) around entire perimeter of opening, *Bearing the UL Classification Mark NO SCALE Through- penetration Firestop Systems See General Information for Through- penetration Firestap Systems System No, W -L -1054 December 04, 2002 F Ratings -1 and 2 Hr (See Items 1 and 3) T Rating -0 Hr L Rating At Ambient -Leas Than 1 CFM /Sq Ft L Rating - t At 400 F -4 CFM S F g / q t 1. Wall Assembly -The 1 or 2 hr fire -rated gypsum wallboard /stud wall = embly shall be constructed of the materia `- "'and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features; A. Studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2 -1/2 in, wide and spaced mox 24 in. OC. When steel studs are used and the diam of opening anodes the width of stud cavity, the opening shall be framed on all Bides using lengths of steel atud installed between the vertical studs and acrew-attached to the steel etude at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in, clearance is present between the penetrating item and the framing on all four sides, B. Gypsum Board* -5/8 in, thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, faatener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory, Max diam of opening is 32-1/4 in. for steel stud walls. Max diam of' opening is 14-1/2 in. for wood stud walls. The F Rating of the fireatop system is equal to the fire rating of the wall assembly, 2. Through - Penetrants -One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the fireatop system, The annular apace shall be min 0 in. to max 2 -1/4 in, Pipe may be installed with continuous point contact, Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to Ins rigidly supported on both aides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -Nom 30 in diam (or mailer) Schedule 10 lor heavier) steel pipe. B. Iron Pipe -Nom 30 in. diam (or smaller' cast or ductile iron pipe, C. Conduit -Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steal conduit, D. Copper Tubing -Nom 6 in, diam )or smatter) Type L (or heavier) copper tubing. E, Copper Pipe -Nom 6 in. diam (or mailer) regular for heavier) copper pipe. 3, Fill, Void or Cavity Material' - Sealant -Min 5/8 in. thickness of fill material applied within the annulus, flush with both aurfacoa of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in, diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall . HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -FS -One Sealant *Bearing the UL Classification Mark Last Updated on 2002 -12 -04 Copyright ®2007 Underwriters Laboratories Inc,® THROUGH- PENETRATION FIRE STOP- METALIC PIPE CONDUIT OR TUBING UL SYSTEM NO. WL1054 NO SCALE M ONE OR TWO HOUR FIRE RATED GYPSUM BOARD WALL Last Updated on 2005 -05 -23 A System No. W-L -2147 May 23, 2005 P Rating -1 And 2 Hr (See Item 11 T Rating -1 And 2 Hr (See Item 1) L r� -r SECTION A -A ONE OR TWO HOUR FIRE RATED GYPSUM BOARD /STUD WALL 15 THROUGH-PENETRATION FIRE STOP SYSTEMS NON METALLIC PIPE -r -H UL SYSTEM NO, W -L -2147 UL SYSTEM NO, W--L --2147 NO SCALE: 0 0 1. Wall Assembly -The 1 or 2 hr fire rated gypsum board /stud wall assembly shall be constructed or the materials and in the manner specified in the individual 11300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing may consist of either wood studs or steel channel elude. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel etude to be min 3 -1/2 in. 189 mm) wide and spaced max 24 in. (610 mml OC, 5, Gypaum board* - Thickness, type, number of *ere and fasteners as required in the individual Wall and Partition Design, Max diam of opening is 5 in, (127 mm). The hourly F and T Ratings of the fireatop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants -Ono nonmetallic onma a[ t 6c i PPe centered or conduit to be ce a within tt n a enin with a nom 1/4 in, 32 ! mm annular s co pipe 1 ann la r 9 conduit and periphery of opening. Pipe or conduit to be rigidly supported an both si 4 es of the wall assembly. The following types between pes and sizes e a of nonmetallic i ea or conduita may be used: pp Y A. Polyvinyl Chloride (PVC) Pipe -Nom 4 in, (102 mm) diam (ar smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed {process or supply( or vented (drain, waste or vent) piping system, B. Rigid Nonmetallic Conduit ++ -Nom 4 in, (102 mm] diam (or smaller] Schedule 40 PVC conduit Installed in accordance with the National Electrical Code (NFPA No. 70). systems. D. Acrylonitrile Butadiene Styrene (ABS) Pipe -Nom 4 in. 1102 mm) diam for smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. E. Fire Retardant Polypropylene (FRPP) Pipe -Nom 4 in. 1102 mml diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented 'drain, waste or vent) piping system. 3. firestop System -The details of the firestop ayatem shall be as follows: A. Fill Void or Cavity Materials* -Wrap Strip -Nom 1/8 in. 3.2 mm) thick in t t intumescent material supplied in 2 in. 51 mm) wide strips. p p ( l t t pp 1 I at pa. Wrap strip tightly wrapped around nonmetallic pipe with continuoue layers and butted tightly against both surfaces of the wolf. The min number of layers required is dependent di i u on the nom am of the pipe. or nom 2 n. )51 m di d F 5 m am an amoller i ea is required, ( one layer a re u re ,For nom 2'1 2 in, and in. 6 I ( 1 / 3 n. 4 an d P PP PP 1 Y q 76 mml diam pipes, two layers are required. For nom 3 -1/2 in, and 4 in, ( 89 and 102 mm) diam pipes, three layers are required. Wrap strip layers temporarily held in position using aluminum foil tape, steel wire tie, or equivalent. 3M COMPANY -Ultra GS B. Steel Collar -Nom 2 in. (51 mm) deep collar with 1 -1/4 in. 132 mml wide by 2 in. (51 mml long anchor tabs and min 1/2 in. (13 mmI long tabs to retain wrap strip layers, Coils of precut 0.016 in. (,41 mm] thick 128 gauge) gals sheet steel available from wrap strip manufacturer. As an alternate, collar may be field- fabricated from min 0.016 in. (,41 mm) thick (28 gauge) galv sheet steel in accordance with instruction aheet supplied by wrap strip manufacturer, Steel collar, with anchor tabs bent outward 90 deg, wrapped tightly around wrap strip layers with min 1 in, 125 mm) overlap at seam, Anchor tabs to be pressed tightly against wall surfaces, and collar to be campreased around wrap strip layers using o min 1/2 in, (13 mm) wide by 0.028 in. 1.71 mm) thick stainless steel band clamp at the middle of collar. As an alternate to the band clomp, collar for systems with three or more layers of wrap strip may be fastened together along the overta 'n seam with three No. 6 by 3/8 in. 152 by 10 mm loo self-tapping Y Y P I 1 P P Y Y 0 9 9 F 9 9 steel screws. Collar to be secured to wall surfaces with 3/16 in. (5 mm) diam steel toggle bolts, or equivalent, in conjuction with min 1 -1/4 in. 132 mm) diam steel fender washers. Min of two, three or four anchor bolts, symmetrically located, for nom 2 in. (51 mm) diam land smaller), nom 3 in. (76 mm) diam (and smaller) and nom 4 in. (102 mm) diam land smaller), pipes, respectively. C. Fill, Void or Cavity Materials* - Caulk, Sealant or Putty -(Not Shown ) -Min 1/2 in. (13 mm) diam bead of caulk or putty shall be applied to outer perimeter of collar at ita interface with wall surface's). 3M COMPANY -CP 25WB+ caulk, MP. putty, IC 15Wb caulk, Firecam 50+ caulk ar FB -3000 WT sealant. (Note: CP 25WB+ not suitable for use with CPVC pipe*.] D. Firestop Device* -As an alternate to Items 3A and 3B, firestop device to be inatalled in accordance with the accompanying installation instructions. Firestop device to be installed and latched around pipe and secured to both aides of wall with Ultra Fast Anchors Straps or with 1/4 in. (6 mm) diam by min 1 -1/2 in, (38 mml long steel toggle bolts in conjunction with min 1-1/4 in. 132 mm) diam steel fender washers. Min of two, three or four anchor straps or anchor bolts symmetrically located, for nom 2 in,, 3 in. and 4 in. (51 mm, 76 mm, and 102 mm) diam pipe respectively. 3M COMPANY -Ultra RC Pack 2.0, 3.0, 4.0 A F Ratings -1 or 2 Hr (Sae Item 1) T Rating -0 Hr 3, Polyvinyl Chloride (PVC) Pipe --One nom 1 in. (25 mm) diam For smear) Schedule 40 solid core PVC vented drain waste [i systems, vented ( drain, piping Y 4. Thermostat Cable -Max 2/C No. 18 AWG copper conductor thermostat cable with polyvinyl chloride F2, Mixed Grouping -One or more metallic pipes, nonmetallic pipes and cables bundled within firestop 1. Copper Tubing -Nom 1 in. (25 mm) diam (or smaller) Type L (or heavier) copper tube. 2, Electrical Nonmetallic Tubing (ENT) + -One nom 1 -1/4 in, 132 mml diam (or smaller) ENT installed in Cods (NFPA No. 70). See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Equipment Directory SECTION A -A 1. Wall Assembly -The 1 or 2 hr fire rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, 11400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing may consist of either wood or steel channel etude. Wood etude to consist of nom 2 by 4 in, (51 by 102 mm) lumber spaced 16 in. (406 mm) OC, Steel etude to be min 3 -1/2 in. (89 mm) wide apaced max 24 in. 1610 mm) OC, B. Gypsum Board* -The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory. Max area of opening is 106 -1/4 in.2 (363 cm2) with a max dimension of' is 12 -1/2 in, (318 mm) for square devices. Max diem of opening is 2-1/4 in. (57 mm) for nom 2 in. (51 mml round devices and 4-1/4 in. (108 mm) for 4 in. (102 mm) round devices. The hourly P Rating of the fireatop ayatem is equal to the hourly fire rating of the wall assembly in which it is installed. 2, Through-Penetrants -One or more metallic pipes, conduits or tubes, nonmetallic pipes, conduits or tubes, cables, cablea within cable trays, and mist combinations of penetrants, as deacribed below, may be installed within each fireatop device (Item 3A) as further specified below. Through penetrants to be rigidly supported on both sides of wall assembly. The following types and sizes of through - penetrants may be used: A. Metallic Penetrants -One or more metallic pipe, tubing or conduit may be installed concentrically or eccentrically within each Firestop device (Item 3A(. If multiple through penetrants are installed within the Firestop device, a min 1/4 in. (6 mm) annular space is required between the through penetrants. Through penetrants to be rigidly supported on both aides of floor or wall assembly. The following types and sizes of through penetrants may be used: Al, Steel Pipe -Nom 3 in. (76 mm) diam for smaller) Schedule 10 )or heavier) steel pipe. Al, Iron Pipe -Nom 3 in, (76 mml diam for smaller) coat or ductile iron pips. A3. Copper Tubing -Nom 3 in, (76 mm( diam or smaller) Type L (or heavier) copper tube. A4. Copper i pp Pipe -Nom 3 in. 176 mm) diam (or smaller) Regular (or heavier) copper pipe. A5. Conduit -Nom 3 in. 176 mm) diam lor smaller) steel electrical metallic tubing (EMT( or rigid steel conduit. A6. Through - Penetrating Product* - Flexible Metal Piping -Nom 1 -1/4 in. (32 mm) diam )or smaller) steel flexible metal piping. OMEGA FLEX INC - TracPipa Flexible Gas Piping B. Nonmetallic Penetrants -One or more nonmetallic pipes, conduits or tubes, as deacribed in a single line item below, may be inatalled within each fireatop device (Item 3A): 131. Polyvinyl Chloride (PVC) Pipe -One nom 2 in. (51 mml diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 52. Rigid Nonmetallic Conduit+ -one nom 2 in. (51 tom( diem ler smaller) Schedule 40 PVC conduit installed in accordance with Article 352 of the Nations[ Electrical Code (NFPA No. 70). See Rigid Nonmetallic, 5ohedule 40 and 80 PVC Conduit (DZYRI category in the Electrical Construction Equipment Directory for names of manufacturers, B3. Chlorinated Polyvinyl Chloride ICPVCI Pips -One nom 2 in, (51 mml diam for smaller) SDR11 CPVC pipe for use in closed (praceee or supply) piping systems, B4. Crosalinked Polyethylene (PEX) Tubing -One nom 2 in, (51 mm) diam (or smaller) SDR 9 PEX tubing for use in closed (process or supply) piping systems. B5. Electrical Nonmetallic Tubing (ENT)* -Max four nom 1 -1/4 in. (32 mm) diam (or smaller] ENT installed in accordance with the National Electrical Code A , Sae NFP E No. 70 Nonmetallic Tubing (FKHU) category in the Electrical Construction equipment Directory for names of manufacturers. Be. Optical Fiber /Communications /Signaling /Coaxial Cable Raceways+ -Max four nom 1 -1/4 in. (32 mm) diam (or smaller) plenum rated raceways installed in accordance with the National Electrical Code (NFPA No. 70). See Optical Fiber / Communications /Signaling /Coaxial Cable Raceway (QAZMI category in the Electrical Construction Equipment Directory for names of manuf acturera, 87. Acrylonitrile Butadiene Styrene TABS) Pipe -Nom 2 in. 151 mm) diam (or mailer) Schedule 40 cellular core ABS for use in closed {process or supply) or vented (drain, waste or vent) piping systems. C. Cables -The cable loading within the loading area of each fireatop device module may represent a 0 to 100 percent visual fill, The min bundle diam shall be 1/2 in, (13 mm) if a single fireatop device (Item 3A) is installed in the opening. If' multiple fireatop devices are ganged together, there is no min bundle size, Any combination of the fallowing types and sizes of cables may be used: Cl. Max 2/C No. 18 AWG copper conductor thermostat cable with polyvinyl chloride (PVC) insulation and jacket materials. C2. Max 4 pair No. 24 AWG copper conductor Cat5e or Cat 6 telephone cable with PVC insulation and jacket materials, C3. Max RG /U for smaller) coaxial cable with foam high density polyethylene insulation and PVC jacket materials. C4. Max 3/C (with ground) No. t4 AWG (or smaller) nonmetallic sheathed (Romex) cable with PVC insulation and jacket materials. C5. Max 1 /C o.eAW N copper conductor cable with PVC jacket materials. p t t VC insulation and nylon ' P Y 1 C6. Max 12 core No, 26 AWG shielded multi coax cable with foam high density polyethylene insulation and PVC jacket. C7. Max 48MM62.6 micron fiber optic cables with havin g g a min FT -6 rating. C8. Max 62.5/125 micron micron fiber optic cablea with having a min Riser rating. C11. Max four coer C9, Max 1/C 3/0 AWG copper conductor cable with PVC insulation and jacket materials. �� C10. Max three copper conductors (with ground) No, 12 AWG Metal Clad Cable +. �3�9� AFC CABLE 5 STEMSGuctara No. 2 AWG Metal Clad Cable +, d'ODe 414 2° C12. Max 1/C 2/0 AWG non halogen copper conductor cable. C13. Max 300 pair No. 24 AWG copper conductor telephone cable With PVC insulation and jacket materials. C14. Max 30 pair No. 22 copper conductor shielded switchboard cable with PVC insulation and jacket materiala. C15. Max RG /6 (or smaller) coaxial cable with fluorinated ethylene (FE) or PVC insulation and jacket materials. C16. Max RG /U (or amallerl coaxial cable with fluorinated ethylene (FEI or PVC insulation and jacket materials. C17. Max 7/C No. 12 AWG copper conductors with PVC insulation and jacket materials. C18, Max 4 pair No. 23 AWG copper conductor Cat 6 telephone cable with PVC insulation and jacket C19, Max three copper conductors (with ground) No, 12 AWG ales] Armored Cable +. C20, Max 04 -02 2 5M fiber optic cables having a max diameter of 0.450 in. (11.4 mm), C21. Max 1/C No. 750 kcmil copper conductors with PVC insulation and fabric jacket materiala. C22. Max 3/C with ground No. 2/0 AWG aluminum conductor SER cable with cross [inked polyethylene (XLPE) insulation and PVC Jacket. D. Cable Tray* -Nom 2 in, (51 mm) wide by 2 in. (51 mm) high (or smaller) welded wire basket cable tray formed from min 0.23 in. (5.8 mm) thick ateel wires in the Longitudinal direction and 019 in. (4.8 mm) wires in the transverse direction, Transverse wires shall be spaced max 4 in, 1102 mm) OC. One cable troy may be installed within each firestop device (Item 4A). When installed within the 4 by 4 by 10 in. (64 by 64 by 254 mm) firestop device, the annular space between the cable tray and the periphery of the device shall be min 1/2 in. (13 mm) to max 1-1/2 in. 138 mm). The cablea deacribed in Item E below may be installed within the cable tray. E. Cables -Cable fill within cable tray shall be a nom 2 in. (100 % visual fill). If three of mare fireatop devices (Item 4A) are ganged together, the cable fill may be leas than 2 in. Any combination of the following types and sizes of cables may be used within the cable tray: E1. Max 4 pair No. 23 AWG copper conductor Cat5e or Cat 6 telephone cable with PVC insulation and jacket materiala. F. Mixed Penetrants -One of the following groupings of mixed penetrants may be installed within each fireatop device: F1. Air Conditioning (AC) Line Set -One or more AC line set, conaiating of multiple metallic pipes, tube insulation, nonmetallic pipe and cables bundled within firestop device in any combination unless otherwise noted. 1, Copper Tubing -Nom 3/4 in. (19 mm] diam (or smaller) Type L (or heavier) copper tube. 2. Tube Insulation - Plastic ++ -Nom 1/2 in. (13 mm] thick or smaller) acrylonitrile butadiene /polyvinyl chloride (AB /PVC( flexible foam furnished in the form of tubing with akin may be used on the copper tubes. If multiple insulated through penetrants are installed within the fireatop device, the insulated through penetrants may be bundled together. See Plastics+ IQMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers, Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. materials. for names of manufacturers, pipe for use in closed [process or supply) or (PVC) insulation and jacket materials. device in any combination unless otherwise noted. accordance with Article 362 of the National Electrical 3. Optical Fiber / Communications /Signaling /Coaxial Cable Racewaya+ -One nom 1 -1/4 in. (32 mm) diam (or smaller] plenum rated raceway installed in accordance with the National Electrical Code (NFPA No, 70), See Optical Fiber / Communications /Signaling /Coaxial Cable Raceway (QAZMI category in the Electrical Construction Equipment Directory for names of manufacturers, 4. Power Cable -Max 1/C No. 750 kcmil copper conductors with PVC insulation and fabric jacket materials. 5.Thermostat Cable Ca le Max 2 18 2/C No, AWG copper d cable conductor thermostat ca le with olyvinyl chloride (PVC) insulation and jacket materials, F3, Mixed Grouping -One or more flexible metal pipes and a max of two nonmetallic or race bundled i i fi I device P g p p tubes ways within n ,estop ev ce in any combination. 1, Through - Penetrating Product* - Flexible Metal Piping -Nom 1 -1/4 in. (32 mm) diam (or amallor) steel flexible metal piping, OMEGA FLEX INC - TracPipa Flexible Gas Piping 2. Electrical Nonmetallic Tubing )ENT)+ -Two nom 1 -1/4 in. (32 mm) diam for moiler) ENT installed in accordance with Article 362 of the National Electrical Code (NFPA No. 70), See Electrical Nonmetallic Tubing (FKHUI category in the Electrical Construction Equipment Directory for names of manufacturers. 3. Optical Fiber / Communications /Signaling /Coaxial Cable Racewaya+ -Two nom 1 -1/4 in. (32 mm) diam (or amoller) P lenum rated raceway installed in accordance with the National Electrical Code (NFPA No. 70). See Optical Fiber/Communications/Signaling/Coaxial f able Racewa G OAZM cat a in he [ r' t E eat ,cal Construction equipment Directory for names of P ( ) E t t f Y rY e9 rY qP manufacturers, 3, fireatop System -The fireatop system shall consist of the following: A. Firestop Device* -A max of' six square fireatop devices may be ganged together. As an alternate, one round device may be centered in a round opening, Each device conaists of a nom 2 -1/2 by 2 -1/2 by 10 in, (64 by 64 by 254 mml, a nom 4 by 4 by 10 in, (102 by 102 by 254 mm), a nom 2 in. (51 mm) diam by 10 in, (254 mm) or a nom 4 in, (102 mm( diam by 10 in, (254 mm) powder coated steel transit incorporating internal intumescent material, foam plugs and mounting flanges. Firestop device)al to be inatalled within opening with ends projecting an equal distance beyond each surface or wall assembly in accordance with the accompanying installation instructions, The annular apace between device's] and periphery of opening shall be min 0 in. (0 mm, paint contact) to max 1/8 in. 13 mm(. fireatop devicelsl secured in place by means of fill material (Item 3B) and ateel split mounting flanges sized to accommodate the firestop device. Steel split mounting flanges installed on both aides of wall after installation of fill material, and secured together with supplied steel set screws. Nom 1 in. (25 mm) thick foam plugs cut to accommodate the through penetrants and installed flush with each end of device on both aides of wall assembly. 3M COMPANY -3M Fire Barrier Pass- Through Device B. Pill, Void or Cavity Materials* - Putty or Caulk -Min 1/8 in. (3 mm) bead of fill material shall be applied at interface of gypsum board and firestop devices immediately prior to the installation of the mounting flanges. As an option, foam plugs may be recessed into device and the recess filled with putty or caulk flush with the ends of the device, 3M COMPANY - Moldable Putty CP 25W5+, IC 15WB+, 3000 WT ONE OR TWO HOUR FIRE RATfD GYPSUM BOARD /STUD WALL THROUGH - PENETRATION FIRE STOP SYSTEMS MISC. COMBINATIONS Of MATERIALS 13 UL SYSTEM NO, W -L-8069 NO SCALE Fire Resistance Ratings - ANSI /UL 263 See General Information for Fire Resistance Ratings - ANSI /UL 263 Design No. U419 , 2007 Nonbea 30 ring Woil Ratings -1, 2, 3 or 4 Hr (See Items 3 & 41 1. Floor and Ceiling Runners -(Not shown) -For use with Item 2 - Channel hoped fabricated from min 25 MSG corrosion- protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in, OC max, 1A. Floor and Ceiling Runners* -Not ahown - In lieu of Item 1 -For use with Item 2A, proprietary channel shaped, min. 3 -5/8 in. wide with 1 in. long legs, fabricated from min. 0.0150 in. 10.0146 in., min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in, OC max. DIETRICH INDUSTRIES INC - UltraSTEEL® 1B. Floor and Ceiling Runners -(Not shown - In lieu of Item 1) -For use with Item 2A, proprietary channel shaped, min. 2-9/16 in. wide with 1 -3/16 in, wide flanges, fabricated from min, 0.0150 in. galvanized steel, attached to floor and ceiling fasteners 24 in, OC. max, DIETRICH INDUSTRIES INC - UltraSTEEL® 2. Steel Studs - Channel shaped, fabricated from min 25 MSG corrosion - protected steel, min width as indicated under Item 4, min 1 -1/4 in. flanges and 1/4 in, return, apaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs* -In lieu of Item 2 - Proprietary channel shaped etude, min, width as indicated under Item 4, min, 1 -1/4 in. long legs and 1/4 in, long folded back return flange legs, fabricated from min. 0.0155 in. 10.0149 in, min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in, less than aasembty height. Allowable use of studs is shown in the table below, For direct attachment of gypsum board only. DIETRICH INDUSTRIES INC - UltraSTEEL® 2B. Steel Studs -)As an alternate to Item 2, For use with Item 4B) Channel shaped, fabricated from min 20 MSG 10.0327 in. thick) corrosion- protected or galv steel, 3 -1/2 in. min width, min 1 -1/2 in. flanges and 1/4 in. return, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners, Studs to be cut 5/8 to 3/4 in, less than assembly height. 3. Batts and Blankets* - (Required as indicated under Item 4) - Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets ISKNV or BZJZI Categories for names or Classified companies. 3A. Batts and Blankets* - (Optional) - Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and /or Fire Resistance. See Batts and Blanketa ISKNV or BZJZI Categories for names of Classified companies. 4. Gypsum Board* - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over etude and staggered one stud cavity on opposite sides of etude. Vertical joints in adjacent layers (multilayer systems) etaggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of' layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall For Number of Layers and Hourly Ratings See Item 4 CANADIAN GYPSUM COMPANY -1/2 in. thick Type C, IP -X2 or IPC -AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP -X1 IP -X2 IPC -AR, SCX, SHX, WRX or WRC; 3/4 in, thick Types IP- yp X3 or ULTRACODE UNITED STATES GYPSUM CO -1/2 in, thick Type C, IP -X2 IPC -AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-X1, AR, C, WRC, l°RX -G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types IP -X3 or ULTRACODE USG MEXICO 5 A DE C V 1/2 in. thick Type C, IP -X2 IPC-AR or WRC; 5/8 in, thick Type AR, C, IP-AR, IP -X1 IP -X2 IPC -AR, SCX, SHX, WRX, WRC or 3/4 in. thick Types IP -X3 or ULTRACODE When Item 6B, Steel Framing Members *, is used, Nonbearing Wall Rating is limited to 1 Hr. Min, stud depth is 3 -1I2 in min. thickness of insulation (Item 31 is 3 in,, and two layers of gypsum board panels (1/2 in. or 5/8 in thick) shall be attached to furring channels as deacribed in Item 5, One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite aide of stud without furring channels as described in Item 5. 4A. Gypsum Board* -(As an alternate to Item 4) -5/8 in, thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 5, CANADIAN GYPSUM COMPANY -Type SHX. UNITED STATES GYPSUM CO -Type FRX-G, SHX. USG MEXICO 5 A DE C V -Type SHX. 4B. Gypsum Board* -(As an alternate to Item 4 when used as the baae layer on one or both aides of wall, For direct attachment only) - Nom 5/8 in, thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically, Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1 -1/4 in. long Type 5 -12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. RAY -BAR ENGINEERING CORP -Type RB -LBG 5, Fasteners -(Not shown) -For use with Item 2 - Type 5 or 5 -12 ateal acrews used to attach panels to studs (Item 2] or furring channels (Item 61, Single layer systems: 1 in. g y y long for 1/2 and 5/8 in. Thick panels or 1 -1/4 in. long for 3!4 in, thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in, OC in the field when panels are applied vertically, Two layer systems: First layer - 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OG. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2 -1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in, long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1 -5/8 in. long for 1/2 in,, 5/8 in. thick panels, spaced 24 in, OC. Third layer - 2-1/4 in, long for 1/2 in,, 5/8 in. thick panels or 2 -5/8 in, long for 5/8 in. thick panels, apaced 12 in. OC, Screws offset min 6 in. from layer below, Four-layer systems; First layer- 1 in. long for 1/2 in,, 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1 -518 in. long for 1/2 in,, 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2 -1/4 in, long for 1/2 in. thick panels or 2 -5/8 in. long for 5/8 in, thick panels, spaced 24 in. OG. Fourth layer - 2-5/8 in, long for 1/2 in, thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 5A. Fasteners -(Not shown( -For use with Item 2A - Type 5 or S -12 steel screws used to attach panels to studs (Item 2). Single layer systems: 1 in, long for 1/2 and 5/8 in, thick panels or 1 -1/4 in, long for 3/4 in. thick panels, spaced 8-112 in. OC with additional screws 1 in. and 2-1/2 in. from edges of' the board when panels are horizontally. or 8 in, OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 in, thick panels or 1 -1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in, long for 1/2 in,, 5/8 in, thick panels or 2-1/4 in. long for 3/4 in, thick panels, spaced 16 in, DC with screws offset 8 in, from first Layer. Two layer Systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1 -1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1 -1/4 in. from each edge of the board. Second layer- 1- in. I for 1 2 ' 5/8 / tn. 5/8 in, thick tck anels or 2 -1 4 in. �+g p / t long for 3/4 in, thick panels, spaced 16 in, OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in, ion for 1 2 in. 5 8 in. hit / ! thick panels, spaced 24 in Fong , in, QC, Second layer- 1-5/8 in, Tong for 1/2 in, 5/8 in, thick panels, spaced 24 in, OC. Third layer - 2-1/4 in. long for 1/2 in., 5/8 in. thick panels ar 2 -5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1 -1/4 in. from each edge of the board, Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1 -5/8 in. long for 1/2 in,, 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2 -1/4 in. long for 1/2 in. thick panels or 2 -5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2 -5/8 in. long for 1/2 in. thick panels or 3 in, long for 5/8 in. thick panels, spaced 12 in. 0C, Screws ofreat min 6 in. from Layer below. For all layers, an additional screw shall be placed 1 -1/4 in. from each edge of the board. 6. Furring Channels - (Optional, not shown, for single or double layer aystemsl - Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC, Flange portion attached to each intersecting stud with 1/2 in. long Type 5-12 steel screws. Not for use with Item rem 4A. 6A. Steel framing Members (Not Shown)* - (Optional on one or both sides, not shown, for single or double layer systems) -As an alternate to Item 6, furring channels and Steel framing Members as described below: a. Furring hannels - - Formed of No. 25 MSG galv ateel. 2 3 8 in. wide 1 deb i 7/8 in. deep, s aced max. 24 in. OC perpendicular to studs. Channels 9 9 by 7 r t PrP spaced to etude as deacribed in Item b. Gypsum board attached to furring channels as deacribed in Item 5. Not for use with Item 4A. b. Steel Framing Members* -Used to attach furring channels (Item 6Aa( to etude (Item 2). Clips spaced max, 48 in. OC. RSIC -1 clips secured to etude with No 8 x 1 -1/2 in. minimum self - drilling, 5 -12 steel screw through the center grommet. RSIC -V clips secured to etude with No. 8 x 9/16 in minimum self- drilling, S-12 steel screw through the center hole, Furring channels are friction fitted into clips. PAC INTERNATIONAL INC -Types RSIC -1, RSIC -V. 6B. Steel Framing Members (Optional, Not Shown(* -As an alternate to Item 6, furring channeta and Steel Framing Members on only one side of etude as described below: a. Furring Channels - Formed of No. 25 MSG galv steel, spaced 24 in, OC perpendicular to studs. Channels secured to atuds as deacribed in Item b. Batts and Blankets placed in stud cavity as described in Item 4. Two layers of gypsum board attached to furring channels as deacribed in Item 4. Not for use with Item 4A. b. Steel Framing Members* -Used to attach furring channels (Item 6Ba( to one side or studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with a No. 8 x 2-1 t t tw 2-1/2 in, coarse drywall screws, one through the hole at each end of the clip. furring channels are friction Pitted into clips. KINETICS NOISE CONTROL INC Type Isomox 7. Joint Tape -Vinyl and Compound -V' or casein dry or P ] remixed compound applied m l joint tom a t t o and screw heads of outer layers. Paper P 1 t P Y PP in two coats tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 8. Siding, Brick or Stucco - (Optional, not shown) - Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, inatalled over gypsum panels, Brick veneer attached to etude with corrugated metal wall tie* attached to each stud with steel screws, not more than each sixth course of brick. 9. Caulking and Sealants* - (Optional, not shown] -A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO -Type AS 10. Lead Batten Strips -(Not Shown, For Use With Item 451 - Lead batten strip;, min 1 -1/2 in. wide, max 10 ft long with a max thickness of' 0.125 in. Strips placed on the interior face of etude and attached from the exterior face of the stud with two 1 in. long Type 5 -12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99,9% meeting the Federal specification QQ- L -201f, Grade "C ". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 45) and optional at remaining stud locations. Required behind vertical joints. 11, Lead Diem or Tabs -(Not Shown, For Use With Item 451 - Used In lieu of or in addition to the lead batten atrips (Item 10) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1 -1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4B) underneath screw locations+ prior to the installation of the screws. Lead diam or tabs to have a purity of 99.9% meeting the Federal specification QQ- L-201f, Grade "C ". *Searing the UL Classification Mark Leal Updated on 2007-07-30 Copyright ©2007 Underwriters Laboratories Inc.® ONE HOUR FIRE RATED ASSEMBLY - U419 PER UL 419 SCALE: 1 1/2" 1' -O" 5:E it 55:19). .._, Suggested Installation for 3M Fire Barrier Moldable Putty+ 011 Electrical Outlet Boxes URA - tU: "JIifL.T E119% - - :drIKCrECtE4- a ce : d1a: tfP.f MATEe GTPAIM V1AL:.,90p.e7 =WV. r MEa1T:. U.L. SYSTEM NO. WL1054 METAL PIPE THROUGH GYPSUM WALL ASSEMBLY F RATING = 1 -HR. OR 2 - HR. T RATING = 0 -HR. L RATING AT AMBIENT = LESS THAN 1 CFM /SQ. FT. L RATING AT 400E = 4 CFM /SQ. FT. FRONT VIEW SECTION A -A A r U,L, 5Y5 1 CM NU, VVL bUIOJ THROUGH - PENETRATION FIRESTOP SYSTEM A 3 3B GENERAL- F=IRE= PROTECTION NOTES: ALL PENETRATIONS OF FIRE - RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS LABORATORIES LISTINGS FOR "THROUGH- PENETRATION FIRE STOP SYSTEMS." THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS, FURNISHED BY THE MANUFACTURER OF THE FIRE STOP MATERIAL, WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT, AND SUCH DRAWINGS SHALL BE AVAILABLE TO THE AUTHORITY HAVING JURISDICTION OVER INSPECTORS, THE DRAWINGS SHALL 5E SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. 2. FIRE -RATED WALLS SHALL HAVE STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE INCHES IN AREA, PROVIDED THE AREA OF SUCH OPENINGS I5 NOT MORE THAN 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL OUTLET BOXES ON OPPOSITE SIDES OF WALLS AND PARTITIONS SHALL NOT BE IN THE SAME STUD CAVITY. 3. ALL INSULATION MATERIALS INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF- CEILING ASSEMBLIES, WALLS, CRAWL SPACES OR ATTICS, SHALL HAVE A FLAME - SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ICC /IBC CODES GENERAL FIRE PROTECTION NOTES SCALE; NTS ArD CD Inc LE a = 0 = tiC a RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: co N0_ REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihep soulhcenfer fukwile wa DAN: DRAWN BY: 03 -21 -2008 MT TITLE 'FIRE RATED U.L. STANDARD RETAILS AND ASSEMBLIES SSEM LI fS SLIEIT NUMBER: A5.2 CITY SUBMITTAL 1111111 N RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: REGISTER= :. .IaIC%TTgCT i 1 OAP V f . A. liZ maw, ATE OF WILMINGTON I, NO_ REVISION /ISSUE DATE PROJECT 08ER 3083 ihop coufhcenfer fukwiln wu DATE: 03- 21 -200B I DRAWN BY: l SHEET TITLE EXTERIOR MISC. DETAILS SHEET NUMB A6.O CITY SUBMITTAL NO FINISH IN ADJECENT SUITE. SEE PLAN WHERE OCCURS SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS FOR FINISHES CARPET BASE CARPET FLOOR NO FINISH IN ADJECENT SUITE. SEE PLAN WHERE OCCURS J -MOLD 6" COVED TILE BASE OVER CEMENTITIOUS BACKER UNITS (TCA W244) DINING SEALANT BULL -NOSE TILE BASE NOTE: SEE FINISH SCHEDULE FOR BASE LOCATIONS. EPDXY /CARPET BASE DETAIL MTL. STUDS @ 16" O.C. NOTES: SEE FINISH SCHEDULE FOR BASE LOCATIONS. 11 TILE /CARPET BASE DETAIL J -MOLD PLAN VIEW TILE & CARPET 0 CORNER SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS FOR FINISHES & EXTENT OF SUBSTRATE - WALL FINISH TO EXTEND TO FLOOR WITH TILE BASE ATTACHED TO WALL SUBSTRATE (TYP.) 6" CARPET BASE AND FLOOR PLYWOOD CARPET BASE 3 5/8" METAL STUD AT 16" O.C. 5/8" GYP. BD. EACH SIDE; 2X WOOD STUD (WHERE OCCURS) COVED EPDXY BASE SCALE: 1 -1/2" • 1 SEE DETAIL 2/A6.0 FOR FINISH AT TOP OF COVED BASE (SIM.) TRANSITION STRIP, SCHLUTER: RENO -U ANODIZED ALUMINUM (AEU 1501 SEALANT EPDXY FLOOR TRANSITION STRIP, JOHNSONITE GROUP 2 CWA - XX, COLOR #47 BROWN CARPET ::I: {LOOR TRANSITIONS NO FINISH IN ADJECENT SUITE. SEE PLAN WHERE OCCURS 6" COVED TILE BASE OVER CEMENTITIOUS BACKER UNITS ITCA W244) NO FINISH IN ADJECENT SUITE. SEE PLAN WHERE OCCURS CARPET FLOOR AND 6" BASE RESTROOM V NOTES: SEE FINISH SCHEDULE FOR BASE LOCATIONS. DINING I€ II? I€ 1 '. €tl;tl;E[I,i €€;Ej:'_LLL'•IE1i m li 11 y NOTES: SEE FINISH SCHEDULE FOR BASE LOCATIONS. CARPET BASE DETAIL MTL. STUDS @ 16" 0.C. MTL. STUDS @ 16" O.C. GROUT TILE FLOOR VESTIBULE GROUT TILE FLOOR SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS FOR FINISHES & EXTENT OF SUBSTRATE - WALL FINISH TO EXTEND TO FLOOR WITH TILE BASE ATTACHED TO WALL SUBSTRATE (TYP.) SEE DETAIL 2/A6.0 FOR FINISH AT TOP or COVED BASE (SIM.) SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS FOR FINISHES & EXTENT OF SUBSTRATE - WALL FINISH TO EXTEND TO FLOOR WITH TILE BASE ATTACHED TO WALL SUBSTRATE (TYP.) SEE DETAIL 2/A6.0 FOR FINISH AT TOP OF COVED BASE (SIM.) CARPET FLOOR AND 6" BASE L .. _::: DINING _____: € €iEIIE'i€ €I!Illl:tlf:j:lill!I SCALE: 1p ■ 1 SCALE: 3° • 1 -0 12" FLOOR SINK WITH STANDARD STRAINER 12" FLOOR SINK AT FOOD LINE - WITH FILTER BASKET SAW CUT 000000000000�j 00000 00000 00000 00000 \,f, 00000 00000 y L, � ti f L � � 00000 00000 � 4' • C , FLOOR SINK EXISTING WALL FIELD VERIFY 2" AIR GAP, MINIMUM, SEE PLAN FOR DIMENSIONS INSIDE SLOPE TO FLANGE OF FLOOR SINK 1I - 0" SAW CUT SLOPE TO FLANGE OF FLOOR SINK BASE AT WALK -IN COOLER (F2" AIR SPACE EPDXY /METAL COVE BASE 0 FREEZER FLOOR FINISH SAW CUT SLOPE TO FLANGE OF FLOOR SINK CONCRETE FLOOR 2" LIP OF CONCRETE TO PREVENT MOP WATER FROM ENTERING FLOOR SINK - LOCATED INSIDE KITCHENS FLOOR FINISH SAW CUT SLOPE TO FLANGE OF FLOOR SINK USE THIS AT PREP SINKS, 3 COMPARTMENT SINKS AND DISH MACHINE SCALE: 1 a 1'-0 WALK -IN BOX WALL 6" COVED STAINLESS STEEL BASE PER DETAIL 2/A6.1 EPDXY FLOOR SCALE: 311. 11 -011 FREEZER BOX WALL INSULATED FREEZER FLOOR PANEL WITH 3/4" R COVED BASE PANEL SCALE: 3° • 1 REPLACE GYP. TO FLOOR NEW CONCRETE MOP SINK H. MTL. FRAME BEYOND H. MTL. DOOR BEYOND DOOR BOTTOM -VINYL WEATHERSTRIPPING WITH RAIN DRIP INTERIOR SET SILL IN MASTIC - ANCHOR TO SLAB W/ COUNTER SUNK "RED HEAD ANCHORS" SEALANT JOINT TILE FL00R SEE SHEET A2.6 EXTERIOR THRESHOLD 0 H.M. FRAME REMOVE FLOOR TRACK AND GYP. AS NEEDED TO INSTALL CONCERTE EXISTING CORRIDOR WALL EXISTING SLAB LINE UP FINISH FACE OF NEW CONCERTE FOR MOP SINK WITH FINISH OF EXISTING WALL MOP SINK DETAIL 14ga. SS FRAME K.E.C. AND SET IN CONC.— 1 14ga. S5 LOUVERED CUSTOM S.S. CAP BY GC SEALANT COVE CAP Z -BAR EXISTING WALL CONTINUE EPDXY TO CEILING PER PLAN C FLOOR DRAIN VERIFY u -I 1 "x3" ANCHOR TABS REQUIRED— SS SUBWAY GRATE FLOOR TROUGH WITH GATE VERIFY MOP SINK 1" SS PAN SET IN EPDXY SEALED CONCRETE 14ga. SS FRAME K.E.C. AND SET IN CONC, TILE FLOOR FINISH LINE OF JAMB BEYOND 112 "X5" ALUM, HALF SADDLE THRESHOLD SET IN MASTIC. HANDICAPPED ACCESSIBLE - DIAMOND PLATE PATTERN 3/8" EXP. JT. W /FILLER AND SEALANT CONCRETE SIDEWALK SLOPE 1 /4n /FT. AWAY FROM BUILDING � • 4 o • � a � ca - Q as r • x Q 1 q ° • a o� S.S. PANEL Q o I v @ EA. SIDE OF CAP - C STAINLESS STEEL "C" A CHANNEL BY G.C. = Q ° • 2- µ`ms - 2 s - o g 4 9 H o SCALE: 5" • 1 COVED EPDXY BASE COVED EPDXY BASE NEW CONCRETE - EXISTING SLAB REVIEWED OB, g CODE COMPLIANCE! APPROVED JUL 18 2008 • 5 e � O O ° ▪ W W � S o - 2 O y r u- a ILI a • x„ 2 D 0 4 • � } fY T ti = 2 C • O � o � z s � g ° µ. 2 - ° City Of Tukwila BUILDING DIVISION SCALE: 1 -1 /2" • 1'-0 F.D. WITH BEEHIVE STRAINER SCALE: N.T.S. a a m RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 SEAL: Ole/ i 92Q1 ° ._. REGISTERED 0': CITE A. 11.18ziat STATE OED W .SEIINtTO 7 • NO FINISH IN ADJECENT SUITE. S PLAN WHERE OCCURS . 4 ® 5 5/8" TYPE "X" GYP.BD. R METAL STUDS . • NO_ REVISION /ISSUE DATE 5/8" TYPE " WALK - IN BOX WALL ` W 1 /4 "R W METAL HEADER M WOOD STUD WALL > TYPE 'X' G > \ \ PROJECT NUMBER 3083 ihop soufhcenfer hikwilo wn DATE: 03 -21 -2008 I DRAWN BY: SHEET TITLE [XT[RIOR DOOR AND WINDOW DETAILS SHEET NUMBER: A61 CITY SUBMITTAL EXISTING TRANSOM TO REF. TO FINISH SCHED. , SEALANT_ REMAIN ' , � � COVE CAP Z - BAR ° 5/8" GYP.BD. MTL. STUDS ` J - MOLD WALL PANELS GI a �,,,,,, COVED EPDXY BASE 3 5/8" MTL STUDS AT JAMB : Il SEALANT 1 I (SHOWN DASHED) 6- PAINTED ALUMINUM i } 5/8" GYP.BD, \ STOREFRONT FRAME WITH EACH SIDE ; '. CLOSURE 1x3 POPLAR TRIM AT y, WALL FINISH SEE MTL. STUDS CI 16n O.G. JAMB HEAD CONDITION ` i , SHEET A2.6 - ALIGN WITH TRIM ON .f { -. - ___T.._ _:..� i 6" COVED TILE BASE w :: WALLS 1x3 POPLAR TRIM AT I �` d OVER CEMENTITIOUS s To EXTRUDED ALUMINUM DOOR x } BACKER UNITS ITCA W244) REFER TO FINISH SCHEDULE JAMS HEAD CONDITION - ALIGN WITH TRIM ON- = -. t { TO MATCH FRAME 1x POPLAR RIP TO FIT - - 1 : ,- ........ - � . r. — COVED EPDXY BASE (TILE EASE EDGES 5/8 11 GYP. BOARD WALLS WHERE OCCURS) mmumwmmmummmummumm \ g TRIM PAINTED ix POPLAR RIP TO FIT EASE EDGES TRIM PAINTED RESTROOM /LO3BY /DINING ITILE) KITCHEN R EXTERIOR INTERIOR (EPDXY) ( 1/4" TEMPERED GLASS E UNLESS OTHERWISE NOTED, a EE A/ REFER TO WINDOW SCHEDULE 1 1 STORE -FRONT HEAD DETAIL S JAMB CORNER 0 CASED OPENING T H Z [AD 0 CASED OPENING ( JAMB SIMILAR) 1 TILE /EPDXY BASE SCALE: 3 = 1' -0° SCALE: 3° • 1' -0" SCALE: 3" • P-O SCALE: 3" • PLOW P C 2 4+ • ALL STOREFRONT TO MATCH EXISTING. • ALL STOREFRONT TO MATCH EXISTING. 1211 -- REVIEWED FOR i FEILD VERIFY INSTALLED CONDITIONS FEILD VERIFY INSTALLED CONDITIONS REINFORCED CODE COMPLIANCE , r x APPROVED I - Q JuL 18 2008 5 w U To O ASSEMBLY TOP PIN SECURES 6" TOP WITH 4SSCR SCREWS AND SIDE 1-' City Of Tukwila 1 6 16 GA, MTL, 1/4" TEMPERED GLASS a STUD JAMS WITH 12) SCREWS SUPPLIED Q �s ! WIL®ING _ DIVISION.: UNLESS OTHERWISE NOTED 1/4 TEMPERED GLASS BY GENERAL CONTRACTOR. J c ' UNLESS OTHERWISE NOTED 5/8" M.R. TYPE REFER TO WINDOW ' / g. SCHEDULE REFER TO WINDOW SCHEDULE X GYP. D. �� -- - -�_ �- --- ALUMINUM STOREFRONT EXTRUDED ALUMINUM DOOR EXTERIOR 14 GA. GMS ,.' . -K FRAME, BEYOND TO MATCH FRAME BEHIND HOOD RIENFORCEMENT TO —ASTRAGAL / Be MIN. OF 16ga. --- EXTERIOR INTERIOR (2) 16 GA. X 8 / \ ST EEL 's/ FRP MTL. STUD � ;� y Q - C DOOR TO MATCH EXTRUDED ,\ ALUMINUM FRAME n n HOOD 1 1 ,.,..,, ,_ 1 PAINTED ALUMINUM \ 4" WIDE ALUMINUM STOREFRONT FRAME B.O. H OOD `\ � q FRAME REINFORCEMENT �` I THRESHOLD, 45 BEVEL ■ .� Q A IOT �� MAX., SET IN SEALANT -- // v J WINDOW S S -THRU �. � BY GENERAL SSUPPLIED �_ ›.< CONCRETE SLAB I N TERIOR 5/S PANEL 4 BY K.C.S. O m N q 41 JAMB TO I3E FIELD A — VERIFIED To EXISTING BOTTOM PIN MUST BE SECURED TO STORE FRONT JAMB VERIFY OPENING WITH PLAN ' FLOOR USING (2) e ANCHORS SUPPLIED BY GENERAL CONTRACTOR c q n s - x g- 0 STORE -FRONT SILL DETAIL STORE FRONT JAMB DETAIL PASS- THROUG INDOW HEADER HOLLOW METAL REINFORMENT DETAIL SCALE: 311 • 11 -0i1 9 SCALE: 3 1' -0 , SCALE: 3" • P -04 E wLIASON DOORS SCALE: 3 ■ 1 11 3" • NO FINISH IN ADJECENT SUITE. S PLAN WHERE OCCURS . 4 ® 5 5/8" TYPE "X" GYP.BD. R METAL STUDS . • "X" G . 5 5/8" TYPE " WALK - IN BOX WALL ` W 1 /4 "R W METAL HEADER M WOOD STUD WALL > TYPE 'X' G > \ \ X0OUTSIDE CANT TYP, INSIDE P 5/8" T j S SEALAN T X r" --711 M , f \ � - .. w w 1/2 S ::::::::: e e , ,/' \ _ _ � � ' f ..41,/ 6 6" COVED 1/2" 1 1/2" . @ EA. SIDE R ABBET TO RECEIVE PLYWOOD WHERE OCCURS ° • I J I I 1 M MORLDING f ( L \ Li / __/ f f / L �, H.M. FRAME Q i / L� COVED E r . f ` WALL BEYOND o ..... ANCHOR *` ~ POPLAR TRIM DETAIL 0 il " 1 DOOR HEAD DOOR JAMB HOLLOW METAL DOOR - HEAD /JAMB } 0 I 10 SCALE: 3 lu 1' -O" S SCALE: SCALE: 1 a 1 S 0 C • ALL STOREFRONT TO MATCH EXISTING. S • NO FINISH IN ADJECENT SUITE. W } 0 W SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS FOR FINISHES & EXTENT OF � g SUBSTRATE DINING V VESTIBULE OR FRP Fr . .€1 J MOLD a i 'NII dfIUaJ inti iUd1didlldd ifil Y iUNY Env. ClgONONIgN . _ ni RAM GROUP ARCHITECTS, PLLC 3030 North 14th 5t. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 0 SEAL: 9291 7� I a1.;STEINIO a=...s , , . r SXZEL STATE OF WASHINGTON 0 o 0 < O NO. REVISION /ISSUE DATE 0 0 0 o o 0 0 HOED NUMBER: 3083 ihop sauthcenfer fukwilo wa DAt£: I DRAWN BY: 03 -21 -2008 SHEET TITLE ROOF DTAI LS SHIEST NUMBER: A6.2 CITY SUBMITTAL N z 1- 0 FREESTANDING CLUSTER DETAILS 1 WALL BACKING CARPET MOUNT TABLE AT 29" AFF SPECIFIED DIMENSION SEE PLAN MOUNTING DETAIL FOR OUTLETS TO BE MOUNTED AT 36" ABOVE FINISHED FLOOR AT CABINETS AND KITCHEN AREAS 12 ELECTRICAL OUTLET MOUNTING —TOP CAP co " FINISH FLOOR WOOD GLASS CAP POST WITH CHANNEL AND CAPS FOR GLASS CARPET i' -6 1/4" SCALE: 1/2" 1' - O" 5/S PLATE COVER 0 D D a FRAMING BY G.C. 12 GA. G.I. SHEET BACKING 3 SCALE: 1/2 • 1 SCALE: 1/2" it 1 -0 2 1/2" #12 S.M. SCREWS @ 6" O.C. 3/8" X 2 1/2" LAG BOLTS THRU BRACKET INTO WALL PANEL AND WOOD BLOCKING AT BUILDING WALLS - USE 1/4" X 2 1/2" LAG BOLTS AT FREESTANDING CLUSTERS. 4' -0" LAMINATE INSET RED OAK EDGE L- iD 33" CANTILEVER BRACKET WALL PANEL WALL CLEAT 2" X 2" HORIZONAL AND ANGLED TUBING 2" X 2" VERTICAL TUBING CANTILEVER MOUNTED TABLES CANTILEVER MOUNTED TABLES 1 -1/2" X 1 -1/2" X 1/8" STEEL ANGLES FULLY WELDED TO TUBING ALL TUBING AND ANGLES FULLY WELDED AND PAINTED BLACK WRINKLE 1 -1/2" X 1 -1/2" X 1/8" STEEL ANGLES FULLY WELDED TO TUBING CUT OFF CORNERS @ 45 TYP. BOTH ENDS 1" WOOD SCREWS THRU BRACKET INTO TABLE. METAL CANTILEVER BRACKET NO MITRED JOINTS- -FORMICA INSET PER INTERIOR DESIGN SPECIFICATIONS NEW BUILD MANUAL 3/4" WIDE LAMINATE INSET: PER INTERIOR DESIGN SPECIFICATIONS NEW BUILD MANUAL 1 -1/2" WIDE X 1-1/4" THICK RED OAK EDGE. RADIUS EDGES 1/8" 61 -0" SCALE: 1/2 • 1L0 LAMINATE INSET — RED OAK EDGE LARGE WALL CLEAT WALL PANEL / PIN LEG SCALE: 1/2 • 1 SCALE: 3/4 • 1 5/8" PLWD. MARLITE SEALANT 5/8" CEMENTITIOU BACKER BD. TILE BASE METAL STUD TOGGLE BOLT J =MOLD ALONG WALL PAIC.ING EDGE, DR. t J 0 uLI cn ET CHAIR RAIL /WAINSCOT TABLE TOP SECTION OPP. HAND GAB BAR OR HAND RAIL MOUNTING ALTERNATE TILE BASE -- - -f� CARPET BASE CONDITION CONDITION FORMICA #369 VICUNA GRACEFUL OAK LAMINATE INSET CERAMIC TILE OR PAINTED FINISHED WALL PER PLANS — 45 LB HIGH DENSITY CORE TABLE. 1 -1/8" TABLE AND LAMINATE CONTINUOUS. 1/8" X 6" HIGH STEEL ANCHORING BACK PLATE, SECURE PLATE TO METAL STUDS NEW STAINLESS STEEL GRAB BAR OR WOOD HAND RAIL PER PLAN STAINLESS STEEL OR WOOD WALL FLANGE PER PLAN NOTES: 1. INSTALL SHEET METAL BACKING UNDER GYPSUM WALL BOARD FOR MOUNTING OF GRAB BAR OR HANDRAIL 2. INSTALLATION MUST WITHSTAND 300 LBS. DOWNWARD PULL. 3/4" WIDE LAMINATE INSET EDGE BETWEEN OAK EDGE AND ALMOND BUTCHER BLOCK TOP LAMINATE INSET. RED OAK EDGE DOUBLE TOUNGE & GROOVE JOINT, RADIUS EDGES, FLUSH TOP WITH LAMINATE INSET COLOR SCHEME RED OR BLUE PACKAGE SCALE: 1 • 1 3 - 518" BLOCKING WALL COVERING OVER 5/8" GYP, BD. 1 x 3 POPLAR TRIM RAIL - NOTCH TO ACCEPT MARLITE +3 A A.F.F. I I • TABLE BRACKET WHERE OCCURS - SEE SHEET A6.6 5/8" PLYWOOC WHERE INDICATED ON WALL SUBSTRATE DIAGRAM BLOCKING FOR TABLE BRACKETS (TYP.I 2x4 BLOCKING JOHNSONITE GROUP 2 CCC-XX-A CUSTOM #101 SEAWEED CARPET BASE, TYP. SCALE: 3 • ILO" SCALE: 1/2 • 1 SEE INTERIOR ELEVATIONS NOTE: OFFICE COUNTER PROVIDED & INSTALLED BY SEATING /MILLWORK CONTRACTOR. OFFICE COUNTER DETAIL 11" - 1'_10" RESTROOM COUNTER DETAIL 8" CLEAR < < BACKER AT BABY CHANGING STATION PLASTIC LAMINATE COUNTER BY SEATING CONTRACTOR 3/4" EXT. PLYWOOD 42' - 8 1/2" A.F.F. 30" MINIMUM CLARENCE 2x4 FLAT BLOCKING AT ENDS. PAINT FINISH. 2x4 - RIP AS REQUIRED CONTINUOUS SPAN, ANCHOR TO WALL OR VERTICAL SUPPORTS PAINT FINISH CONTINUOUS 6" METAL STUD BLOCKING 3/4" PLYWOOD WEB AS REQUIRED PLASTIC LAMINATE 3 SIDES COLOR & PATTERN TO MATCH WALL 2x4 FOR PLYWOOD BRACKET PAINT TO MATCH WALL FINISH SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS F OR FINISHES AND BASE. SLAB! ANCHOR MIRROR TO WALL WITH CONT. S.S. CLIPS. CONTINUOUS WOOD BLOCKING, TOP AND BOTTOM. INTEGRAL LAVATORY A.F.F. ONE PIECE COUNTER TOP W /INTEGRAL LAV., CORIAN TOP W /APRON & BULLNOSE EDGES, 5" SPLASH THREE SIDES - COLOR - OYSTER +2 -10" A,F.F. MAX 3/4" EXT. PLYWOOD IAS REVD) 2x4 BLOCKING @ EACH SIDE OF LAV. AND @ ENDS. PAINT FINISH TO MATCH WALL TILE 2x4 RIP AS REQUIRED CONTINUOUS SPAN, ANCHOR TO WALL OR VERTICAL SUPPORTS PAINT FINISH 5 g CONTINUOUS 6" METAL STUD BLOCKING, g. WOOD STUD BLOCKING AT EXTERIOR WALL LAVATORY CLEARANCE LINE ALL PORTIONS OF THE LAVATORY ARE TO BE BEHIND LINE. SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS FOR FINISHES METAL STUDS @ 16 O.C. ABOVE T.O. SLAB DOUBLE 2x6 BLOCKING TOP AND BOTTOM 1/2" PLYWOOD FILL @ BLKG. 3 LAYERS 3/4" PLYWOOD, WOOD GLUE LAYERS TOGETHER 1/2" 4 THRU -BOLT LOCKING WASHER NUT, MIN. (3 ") ON L EDGE AND MIN. (2 ") SHORT EDGE 3 5/8" OR 6" METAL STUDS @ 12" O.C. BELOW BABY CHANGING STATION ONLY DOUBLE STUD AT SIDES OF BLOCKING SCALE: 1 -1/2 • 1' -0 SCALE: 1 -1/2" it 1 ,QLQ" T.O. SLAB JUL 18 2008 SCALE: 1 -1/2 • 1 = z o A 4 4 a 8 t E, Q � t L ' FE `I WED—FOR! 4 DE COMPLIAN( S h'` E® o 0 = 4 = o ND Of Tukwila UIL ING D I( PLAN-AT CABINETS 0 039 rt i t 0 o 0 < O 0 0 0 0 0 o o 0 0 0 0 o 0 o *-1—L N z 1- 0 FREESTANDING CLUSTER DETAILS 1 WALL BACKING CARPET MOUNT TABLE AT 29" AFF SPECIFIED DIMENSION SEE PLAN MOUNTING DETAIL FOR OUTLETS TO BE MOUNTED AT 36" ABOVE FINISHED FLOOR AT CABINETS AND KITCHEN AREAS 12 ELECTRICAL OUTLET MOUNTING —TOP CAP co " FINISH FLOOR WOOD GLASS CAP POST WITH CHANNEL AND CAPS FOR GLASS CARPET i' -6 1/4" SCALE: 1/2" 1' - O" 5/S PLATE COVER 0 D D a FRAMING BY G.C. 12 GA. G.I. SHEET BACKING 3 SCALE: 1/2 • 1 SCALE: 1/2" it 1 -0 2 1/2" #12 S.M. SCREWS @ 6" O.C. 3/8" X 2 1/2" LAG BOLTS THRU BRACKET INTO WALL PANEL AND WOOD BLOCKING AT BUILDING WALLS - USE 1/4" X 2 1/2" LAG BOLTS AT FREESTANDING CLUSTERS. 4' -0" LAMINATE INSET RED OAK EDGE L- iD 33" CANTILEVER BRACKET WALL PANEL WALL CLEAT 2" X 2" HORIZONAL AND ANGLED TUBING 2" X 2" VERTICAL TUBING CANTILEVER MOUNTED TABLES CANTILEVER MOUNTED TABLES 1 -1/2" X 1 -1/2" X 1/8" STEEL ANGLES FULLY WELDED TO TUBING ALL TUBING AND ANGLES FULLY WELDED AND PAINTED BLACK WRINKLE 1 -1/2" X 1 -1/2" X 1/8" STEEL ANGLES FULLY WELDED TO TUBING CUT OFF CORNERS @ 45 TYP. BOTH ENDS 1" WOOD SCREWS THRU BRACKET INTO TABLE. METAL CANTILEVER BRACKET NO MITRED JOINTS- -FORMICA INSET PER INTERIOR DESIGN SPECIFICATIONS NEW BUILD MANUAL 3/4" WIDE LAMINATE INSET: PER INTERIOR DESIGN SPECIFICATIONS NEW BUILD MANUAL 1 -1/2" WIDE X 1-1/4" THICK RED OAK EDGE. RADIUS EDGES 1/8" 61 -0" SCALE: 1/2 • 1L0 LAMINATE INSET — RED OAK EDGE LARGE WALL CLEAT WALL PANEL / PIN LEG SCALE: 1/2 • 1 SCALE: 3/4 • 1 5/8" PLWD. MARLITE SEALANT 5/8" CEMENTITIOU BACKER BD. TILE BASE METAL STUD TOGGLE BOLT J =MOLD ALONG WALL PAIC.ING EDGE, DR. t J 0 uLI cn ET CHAIR RAIL /WAINSCOT TABLE TOP SECTION OPP. HAND GAB BAR OR HAND RAIL MOUNTING ALTERNATE TILE BASE -- - -f� CARPET BASE CONDITION CONDITION FORMICA #369 VICUNA GRACEFUL OAK LAMINATE INSET CERAMIC TILE OR PAINTED FINISHED WALL PER PLANS — 45 LB HIGH DENSITY CORE TABLE. 1 -1/8" TABLE AND LAMINATE CONTINUOUS. 1/8" X 6" HIGH STEEL ANCHORING BACK PLATE, SECURE PLATE TO METAL STUDS NEW STAINLESS STEEL GRAB BAR OR WOOD HAND RAIL PER PLAN STAINLESS STEEL OR WOOD WALL FLANGE PER PLAN NOTES: 1. INSTALL SHEET METAL BACKING UNDER GYPSUM WALL BOARD FOR MOUNTING OF GRAB BAR OR HANDRAIL 2. INSTALLATION MUST WITHSTAND 300 LBS. DOWNWARD PULL. 3/4" WIDE LAMINATE INSET EDGE BETWEEN OAK EDGE AND ALMOND BUTCHER BLOCK TOP LAMINATE INSET. RED OAK EDGE DOUBLE TOUNGE & GROOVE JOINT, RADIUS EDGES, FLUSH TOP WITH LAMINATE INSET COLOR SCHEME RED OR BLUE PACKAGE SCALE: 1 • 1 3 - 518" BLOCKING WALL COVERING OVER 5/8" GYP, BD. 1 x 3 POPLAR TRIM RAIL - NOTCH TO ACCEPT MARLITE +3 A A.F.F. I I • TABLE BRACKET WHERE OCCURS - SEE SHEET A6.6 5/8" PLYWOOC WHERE INDICATED ON WALL SUBSTRATE DIAGRAM BLOCKING FOR TABLE BRACKETS (TYP.I 2x4 BLOCKING JOHNSONITE GROUP 2 CCC-XX-A CUSTOM #101 SEAWEED CARPET BASE, TYP. SCALE: 3 • ILO" SCALE: 1/2 • 1 SEE INTERIOR ELEVATIONS NOTE: OFFICE COUNTER PROVIDED & INSTALLED BY SEATING /MILLWORK CONTRACTOR. OFFICE COUNTER DETAIL 11" - 1'_10" RESTROOM COUNTER DETAIL 8" CLEAR < < BACKER AT BABY CHANGING STATION PLASTIC LAMINATE COUNTER BY SEATING CONTRACTOR 3/4" EXT. PLYWOOD 42' - 8 1/2" A.F.F. 30" MINIMUM CLARENCE 2x4 FLAT BLOCKING AT ENDS. PAINT FINISH. 2x4 - RIP AS REQUIRED CONTINUOUS SPAN, ANCHOR TO WALL OR VERTICAL SUPPORTS PAINT FINISH CONTINUOUS 6" METAL STUD BLOCKING 3/4" PLYWOOD WEB AS REQUIRED PLASTIC LAMINATE 3 SIDES COLOR & PATTERN TO MATCH WALL 2x4 FOR PLYWOOD BRACKET PAINT TO MATCH WALL FINISH SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS F OR FINISHES AND BASE. SLAB! ANCHOR MIRROR TO WALL WITH CONT. S.S. CLIPS. CONTINUOUS WOOD BLOCKING, TOP AND BOTTOM. INTEGRAL LAVATORY A.F.F. ONE PIECE COUNTER TOP W /INTEGRAL LAV., CORIAN TOP W /APRON & BULLNOSE EDGES, 5" SPLASH THREE SIDES - COLOR - OYSTER +2 -10" A,F.F. MAX 3/4" EXT. PLYWOOD IAS REVD) 2x4 BLOCKING @ EACH SIDE OF LAV. AND @ ENDS. PAINT FINISH TO MATCH WALL TILE 2x4 RIP AS REQUIRED CONTINUOUS SPAN, ANCHOR TO WALL OR VERTICAL SUPPORTS PAINT FINISH 5 g CONTINUOUS 6" METAL STUD BLOCKING, g. WOOD STUD BLOCKING AT EXTERIOR WALL LAVATORY CLEARANCE LINE ALL PORTIONS OF THE LAVATORY ARE TO BE BEHIND LINE. SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS FOR FINISHES METAL STUDS @ 16 O.C. ABOVE T.O. SLAB DOUBLE 2x6 BLOCKING TOP AND BOTTOM 1/2" PLYWOOD FILL @ BLKG. 3 LAYERS 3/4" PLYWOOD, WOOD GLUE LAYERS TOGETHER 1/2" 4 THRU -BOLT LOCKING WASHER NUT, MIN. (3 ") ON L EDGE AND MIN. (2 ") SHORT EDGE 3 5/8" OR 6" METAL STUDS @ 12" O.C. BELOW BABY CHANGING STATION ONLY DOUBLE STUD AT SIDES OF BLOCKING SCALE: 1 -1/2 • 1' -0 SCALE: 1 -1/2" it 1 ,QLQ" T.O. SLAB JUL 18 2008 SCALE: 1 -1/2 • 1 = z o A 4 4 a 8 t E, Q � t L ' FE `I WED—FOR! 4 DE COMPLIAN( S h'` E® o 0 = 4 = o ND Of Tukwila UIL ING D I( PLAN-AT CABINETS 09 1 rt i t N z 1- 0 FREESTANDING CLUSTER DETAILS 1 WALL BACKING CARPET MOUNT TABLE AT 29" AFF SPECIFIED DIMENSION SEE PLAN MOUNTING DETAIL FOR OUTLETS TO BE MOUNTED AT 36" ABOVE FINISHED FLOOR AT CABINETS AND KITCHEN AREAS 12 ELECTRICAL OUTLET MOUNTING —TOP CAP co " FINISH FLOOR WOOD GLASS CAP POST WITH CHANNEL AND CAPS FOR GLASS CARPET i' -6 1/4" SCALE: 1/2" 1' - O" 5/S PLATE COVER 0 D D a FRAMING BY G.C. 12 GA. G.I. SHEET BACKING 3 SCALE: 1/2 • 1 SCALE: 1/2" it 1 -0 2 1/2" #12 S.M. SCREWS @ 6" O.C. 3/8" X 2 1/2" LAG BOLTS THRU BRACKET INTO WALL PANEL AND WOOD BLOCKING AT BUILDING WALLS - USE 1/4" X 2 1/2" LAG BOLTS AT FREESTANDING CLUSTERS. 4' -0" LAMINATE INSET RED OAK EDGE L- iD 33" CANTILEVER BRACKET WALL PANEL WALL CLEAT 2" X 2" HORIZONAL AND ANGLED TUBING 2" X 2" VERTICAL TUBING CANTILEVER MOUNTED TABLES CANTILEVER MOUNTED TABLES 1 -1/2" X 1 -1/2" X 1/8" STEEL ANGLES FULLY WELDED TO TUBING ALL TUBING AND ANGLES FULLY WELDED AND PAINTED BLACK WRINKLE 1 -1/2" X 1 -1/2" X 1/8" STEEL ANGLES FULLY WELDED TO TUBING CUT OFF CORNERS @ 45 TYP. BOTH ENDS 1" WOOD SCREWS THRU BRACKET INTO TABLE. METAL CANTILEVER BRACKET NO MITRED JOINTS- -FORMICA INSET PER INTERIOR DESIGN SPECIFICATIONS NEW BUILD MANUAL 3/4" WIDE LAMINATE INSET: PER INTERIOR DESIGN SPECIFICATIONS NEW BUILD MANUAL 1 -1/2" WIDE X 1-1/4" THICK RED OAK EDGE. RADIUS EDGES 1/8" 61 -0" SCALE: 1/2 • 1L0 LAMINATE INSET — RED OAK EDGE LARGE WALL CLEAT WALL PANEL / PIN LEG SCALE: 1/2 • 1 SCALE: 3/4 • 1 5/8" PLWD. MARLITE SEALANT 5/8" CEMENTITIOU BACKER BD. TILE BASE METAL STUD TOGGLE BOLT J =MOLD ALONG WALL PAIC.ING EDGE, DR. t J 0 uLI cn ET CHAIR RAIL /WAINSCOT TABLE TOP SECTION OPP. HAND GAB BAR OR HAND RAIL MOUNTING ALTERNATE TILE BASE -- - -f� CARPET BASE CONDITION CONDITION FORMICA #369 VICUNA GRACEFUL OAK LAMINATE INSET CERAMIC TILE OR PAINTED FINISHED WALL PER PLANS — 45 LB HIGH DENSITY CORE TABLE. 1 -1/8" TABLE AND LAMINATE CONTINUOUS. 1/8" X 6" HIGH STEEL ANCHORING BACK PLATE, SECURE PLATE TO METAL STUDS NEW STAINLESS STEEL GRAB BAR OR WOOD HAND RAIL PER PLAN STAINLESS STEEL OR WOOD WALL FLANGE PER PLAN NOTES: 1. INSTALL SHEET METAL BACKING UNDER GYPSUM WALL BOARD FOR MOUNTING OF GRAB BAR OR HANDRAIL 2. INSTALLATION MUST WITHSTAND 300 LBS. DOWNWARD PULL. 3/4" WIDE LAMINATE INSET EDGE BETWEEN OAK EDGE AND ALMOND BUTCHER BLOCK TOP LAMINATE INSET. RED OAK EDGE DOUBLE TOUNGE & GROOVE JOINT, RADIUS EDGES, FLUSH TOP WITH LAMINATE INSET COLOR SCHEME RED OR BLUE PACKAGE SCALE: 1 • 1 3 - 518" BLOCKING WALL COVERING OVER 5/8" GYP, BD. 1 x 3 POPLAR TRIM RAIL - NOTCH TO ACCEPT MARLITE +3 A A.F.F. I I • TABLE BRACKET WHERE OCCURS - SEE SHEET A6.6 5/8" PLYWOOC WHERE INDICATED ON WALL SUBSTRATE DIAGRAM BLOCKING FOR TABLE BRACKETS (TYP.I 2x4 BLOCKING JOHNSONITE GROUP 2 CCC-XX-A CUSTOM #101 SEAWEED CARPET BASE, TYP. SCALE: 3 • ILO" SCALE: 1/2 • 1 SEE INTERIOR ELEVATIONS NOTE: OFFICE COUNTER PROVIDED & INSTALLED BY SEATING /MILLWORK CONTRACTOR. OFFICE COUNTER DETAIL 11" - 1'_10" RESTROOM COUNTER DETAIL 8" CLEAR < < BACKER AT BABY CHANGING STATION PLASTIC LAMINATE COUNTER BY SEATING CONTRACTOR 3/4" EXT. PLYWOOD 42' - 8 1/2" A.F.F. 30" MINIMUM CLARENCE 2x4 FLAT BLOCKING AT ENDS. PAINT FINISH. 2x4 - RIP AS REQUIRED CONTINUOUS SPAN, ANCHOR TO WALL OR VERTICAL SUPPORTS PAINT FINISH CONTINUOUS 6" METAL STUD BLOCKING 3/4" PLYWOOD WEB AS REQUIRED PLASTIC LAMINATE 3 SIDES COLOR & PATTERN TO MATCH WALL 2x4 FOR PLYWOOD BRACKET PAINT TO MATCH WALL FINISH SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS F OR FINISHES AND BASE. SLAB! ANCHOR MIRROR TO WALL WITH CONT. S.S. CLIPS. CONTINUOUS WOOD BLOCKING, TOP AND BOTTOM. INTEGRAL LAVATORY A.F.F. ONE PIECE COUNTER TOP W /INTEGRAL LAV., CORIAN TOP W /APRON & BULLNOSE EDGES, 5" SPLASH THREE SIDES - COLOR - OYSTER +2 -10" A,F.F. MAX 3/4" EXT. PLYWOOD IAS REVD) 2x4 BLOCKING @ EACH SIDE OF LAV. AND @ ENDS. PAINT FINISH TO MATCH WALL TILE 2x4 RIP AS REQUIRED CONTINUOUS SPAN, ANCHOR TO WALL OR VERTICAL SUPPORTS PAINT FINISH 5 g CONTINUOUS 6" METAL STUD BLOCKING, g. WOOD STUD BLOCKING AT EXTERIOR WALL LAVATORY CLEARANCE LINE ALL PORTIONS OF THE LAVATORY ARE TO BE BEHIND LINE. SEE WALL SUBSTRATE DIAGRAM & INTERIOR ELEVATIONS FOR FINISHES METAL STUDS @ 16 O.C. ABOVE T.O. SLAB DOUBLE 2x6 BLOCKING TOP AND BOTTOM 1/2" PLYWOOD FILL @ BLKG. 3 LAYERS 3/4" PLYWOOD, WOOD GLUE LAYERS TOGETHER 1/2" 4 THRU -BOLT LOCKING WASHER NUT, MIN. (3 ") ON L EDGE AND MIN. (2 ") SHORT EDGE 3 5/8" OR 6" METAL STUDS @ 12" O.C. BELOW BABY CHANGING STATION ONLY DOUBLE STUD AT SIDES OF BLOCKING SCALE: 1 -1/2 • 1' -0 SCALE: 1 -1/2" it 1 ,QLQ" T.O. SLAB JUL 18 2008 SCALE: 1 -1/2 • 1 = z o A 4 4 a 8 t E, Q � t L ' FE `I WED—FOR! 4 DE COMPLIAN( S h'` E® o 0 = 4 = o ND Of Tukwila UIL ING D I( PLAN-AT CABINETS II N lifil RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330.4912 SEAL: 9291 ®> -- GISTIERE1 C3I CT r � w- _ M S I2Ll LA OF WASHIEGTON TN RIOIS BUILDING "S" - SUITE 104 17250 SOUTHCENTER PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON 1 N bnvisa :► • 0 114 I N0_ REVISION /ISSUE DATE PROTECT NUMBER: 3083 ihop couFhcenfer lukwilo wo DATE: 03 -21 -2008 I DRAWN BY: SHEET TITLE ROOF AND OILING DETAILS STREET NUMBER: A6.3 CITY SUBMITTAL EXISTING STRUCTURE 3" CROSS BRACING 45 DEGREES @ 48" O.C. 31" METAL STUD TO EXTEND TO UNDERSIDE OF ROOF GYP. BRD. TO EXTEND 6" ABOVE CEILING ENTRY SOFFIT DETAIL +17' -2" B.O. CEILING +13' -0" B.O. CEILING +12'-0" B.O. SOFFIT SCALE: 1/4 ■ 1 a +21' -2 3 /8" B.O. CEILING +20 B.O. CEILING +13'-0" • B.O, CEILING • B.O. CEILING ENTRY SOFFIT DETAIL EXISTING STRUCTURE 3? CROSS BR ACING 45 DEGREES @ 48" O.C. 38' METAL STUD TO EXTEND TO UNDERSIDE OF ROOF GYP. BRD. TO EXTEND 6" ABOVE CEILING SCALE: 1/4 • 1 +1O'-_0" 8.0. CEILINGTrd SOFFIT r i k +9' -6" B.n. 2nd SOFFIT A +8L6" E3.o. 1st SOFFIT SOFFIT DETAIL IN DINING 9" CEILING SUPPROT SEE DETAIL 1/A6.4 5/8" GYP, BD.- EXTEND 6" ABOVE LAY -IN ACOUSTICAL CEILING PANEL HEIGHT 3 5/8" METAL STUDS @ 16" O.C. W/ CONT. CHANNEL STUDS @ EA. END - TYP. SCALE: 1-1/2" • 1' 1............__.... _......--- ...._ .............I / f f DRYWALL FURRING AT EXISTING STORE FRONT I CEILING PER PLAN 2 -1/2" FURRING OVER EXISTING CMU FINISHED WITH DRYWALL, TEXTURE AND PAINTED SHEET METAL REINFORCING UNDER DRYWALL FOR SUPPORT OF WINDOW COVERINGS �`as EXISTING STORE FRONT DOOR AND GLAZING TO REMAIN 1 EXISTING STORE FRONT GLAZING TO REMAIN OAK TOP AND RETURN DOWN TO EXISTING ALUMINUM MULLION. EXISTING STORE FRONT MULLION TO REMAIN -FIELD VERIFY CONDITIONS. LOW WALL FOR SUPPORT OF BENCH SEAT WINDOW TINT -DARK BLACK ON EXISTING STORE FRONT GLAZING. SCALE: 1" et 1' - O" SLIPTRACK SYSTEMS SLP -TRK BRAND SLOTTED TRACK R PLAN i EXISTING ROOF TRUSS SYSTEM CONTRACTOR TO FIELD VERIFY ALL CONDITIONS SLIP /FLEX TRACK ANCHOR TO METAL BLOCKING OR BOTTOM OF TRUSS W/ 3- #10 X 1 1/2" SCREWS (OCCURS WHEN PERPENDICULAR TO TRUSS JOISTS), 1/2" DEFLECTION GAP #8 WAFERHEAD FRAMING SCREWS (TYP.) PERPENDICULAR TRUSS CONDITION — I II II II P R PL N II SLIP - TRACK TO TRUSS EXISTING ROOF TRUSS SYSTEM CONTRACTOR TO FIELD VERIFY ALL CONDITIONS 3 5/8" METAL STUD BLOCKING @ 32" O.C. (48" O.C. FOR DIAG. BRC'G.) (OCCURS WHEN PARALLEL TO TRUSS JOISTS) 1/2" DEFLECTION GAP SLIP /FLEX TRACK ANCHOR TO METAL BLOCKING W/ 3 -#10 X 5/8" SCREWS PARALLEL TRUSS CONDITION SCALE: 1 -1/2" • 1' -0" d r te 0 0 >!� 0 ❑ co w a= r z L LARSEN'S ARCHITECTURAL SERIES MODEL NUMBER: 2720 -RM TRIM STYLE AND PROJECTION: 55 / 4 -1/2" SEMI RECESSED INSIDE BOX DIMENSIONS: 27" X 20" X8" OUTSIDE TRIM DIMENSIONS: 30-1/2" X 23 -1/2" ROUGH OPENING: 28" X 21" X 4" DOOR STYLE: FULL GLASS WITH LARSEN LOC. 1 1 1 1 1 F 1 I 1 PORTABLE FIRE EXTINGUISHER TO BE "CLASS K COMBUSTIBLE COOKING MEDIA FIRE REQUIREMENTS OF NFPA 10" EXTINGUISHER COMPLIANCE WITH ULI RATED 2 -A -K, UCL RATED 1 -A -K, UL STANDARD 8 AND 711, EXTINGUISHER TO BE ANSUL MODEL K01 -2 1.6 GALLON CAPACITY FINISH FLOOIR LOCATED IN RATED WALL 1 -9" FIRE EXTINGUISHER CABINET -P 4" WALL FRAMING PER PLAN 5/8" GYPSUM BOARD WALL FRAMING PER PLAN 5/8" GYPSUM BOARD FRP PANEL SCALE: 1 - 1/2" • 1 16go, STX METAL STUDS OR GREATER @ 16" 0. SEE INTERIOR ELEV'S FOR WALL FINISH LOW WALL DETAIL SECTION A 5/8" GYP. BD, & DURO, ROCK, SEE SHEET A2.6 FOR WALL FINISH SCHEDULE 16 GA. STX MTL STUDS OR GREATER @ 16 "O.C. LOW WALL STIFFENER POST SEE DETAIL 3 "x3 "x18 GA. CLIP EA, SIDE OF METAL STUD AT TS POST 3 5/8" METAL STUD TRACK WITH 11/16"x3" RAMSET PINS @ 32" 0.C. FOR BASE & FLOORING - SEE FINISH FLOOR PLAN SHEET A2.2 (3) 1/2"0 x 5" LAG SCREWS TOP, MIDDLE, & BOTTOM (2) 3 -5/8" VERTICAL END CAP W /CHANNEL "x2 "x3/16" TUBE STEEL. CORE DRILL & EPDXY INTO SLAB, EMBED MIN. 5" INTO SLAB, REPAIR SLAB MOISTURE BARRIER IF PENETRATED. SCALE: 1 - 1/2" • 1 -0" "LONG SWEEP" BEND 24" RADIUS (18" MIN.( BEVERAGE CONDUIT -BY ELECTRICAL CONTRACTOR COORDINATE LOCATION WITH PURVEYOR 1 T SODA LINE SCHEMATIC UNISTRUT- SUPPORT OF CONDUIT AT 36" 0.C. INSTALLED BY GENERAL CONTRACTOR LINE BY SODA CONTRACTOR 4" PVC RACEWAY CONDUIT DETAIL PULL BOX BY ELECTRICAL CONTRACTOR PULL BOX MUST BE MAINTAINED UNTIL BEVERAGE LINES HAVE BEEN PALLED BEVERAGE 8Y9TEM u u I SYRUP BOX STAND CO2 TANK • < ALL CONDUIT TO BE 4" I.D. MINIMUM. ALL BENDS TO BE "LONG SWEEP" 24" MINIMUM RADIUS. DO NOT USE PLUMBING TEES OR ELBOWS. UTILIZE THE LEAST NUMBER OF BENDS AS POSSIBLE. CONTRACTOR TO VERIFY AND PROVIDE CONDUIT PER APPLICABLE CODES FOR ABOVE RUNS. INSTALL PULL BOX EVERY 75 LINEAR FEET OR EVERY THREE BENDS, DEBURR ALL SHARP EDGES AND SAW CUTS ON I.D. OF CONDUIT. 18" MINIMUM CENTERS ON CONTINUING STUB -UPS. GAP ENDS DURING CONSTRUCTION. INSTALL ELECTRICAL PULL -WIRE IN CONDUIT. THE BEVERAGE CONDUIT SHOWN DOES NOT REFLECT ACTUAL LINE RUN - THIS IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY, WHERE BEVERAGE EQUIPMENT IS PROVIDED AND INSTALLED BY THE BEVERAGE VENDOR, ALL TRADES ARE RESPONSIBLE FOR VERIFYING THE SIZE AND REQUIREMENTS WITH THE VENDOR. CEILING PVC BUILDING WALL OPENING WHERE INDICATED BY PLUMBING. CONTRACTOR. SEE PLAN FOR SIZE LONG SWEEP 90 CUT oFF PLUSH W/ WALL FINISH FLOOR "LONG SWEEP" BEND 24" RADIUS (18" MIN.) CEILING WALL BEVERAGE DISPENSER BEVERAGE COUNTER SCALE: 1/4 • 1' -0" SCALE: NTS UNISTRUT- SUPPORT AS REQ'D BY REFRIG. CONTRACTOR INSULATED LINE BY REFRIG. CONTRACTOR SLEEVE THROUGH TOP OF WALK -IN N,; \,/ /` / 7 / - .' FINISH CLG. WALK -IN COOLER /FREEZER RACEWAY CONDUIT DETAIL "../% \./ °.� EVIEWED E CODE COMPLIANCE JUL 1 2008 City Of Tulvola BUILDING DIVISION. SCALE: NTS . . m RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 STUD SPACING SEAL: 9 1 STIL 08 WASHIxi 7QY k.,_ J DOUBLE AND TRIPLE SPAN (FT.IN,) (UNIFORM LOAD - PSF) STUD STYLE IIN.) 5 10 15 20 5 10 15 20 2 -1/2" 25 -GA. 12 NO. REVISION /ISSUE DATE 6' -9" 13' -6" 10' -2" 8' -2" 6' -11" 16 9' -11" 7-11" 6-10" 5' -4" 12'-4" 8' -8" 6 5' -9" 24 8' -8" 6' -9" 4 -9" PROJECT NUMBER: 3083 ihap soufhcenfer lukwilo wa DATE: 03 -21 -2008 I DRAWN BY: STREET TITLE CEILING AND SOFFIT DETAILS SHEET NUMBER: A6.4 CITY SUBMITTAL 8.0. SOFFIT <>/ 6" / 12" MIN, +13' -0" • B.O. CEILING ,-` B.O. " ‘1 BA. CEILING I+ 101.0" B.O. CEILING 1 , 1 01. 0 " • B.O. CEILING B.O. 50FFIT EII �, SOFFIT DETAIL C � SOFFIT DETAIL D 12" MIN. VENT THROUGH ROOF DETAIL 6 j\r \- VENT (VERIFY SIZE) 1 INING ROOM HALLWAY DINING ROOM LEAD JACK WITH BELLOWS TURN TOP DOWN INTO VENT NAIL BOTTOM TO PLYWOOD VENT SLEEVE (VERIFY SIZE) FLASHING AS REQ'D 1x12 TAPERED BOARDS BUILT -UP ROOFING SCALE: In • 1 CROSS BRACING 45 DEGREES @ 48" 0.C. METAL STUD 5/8" GYP. BIRD. TO EXTEND 6" ABOVE CEILING SCALE: 3/4" ■ 1 CROSS BRACING 45 DEGREES @ 48" 0.C, METAL STUD 518" GYP, BRD, TO EXTEND 6" ABOVE CEILING SCALE: 3/4" • 1 ATTACH FIXTURE HOUSING TO CEILING SYSTEM W/ SELF TAPPING SHEET METAL SCREWS - ONE AT EACH CORNER. NO. 12 GAUGE WIRE (TYP.) MAIN RUNNERS CROSS RUNNERS 16D NAIL (TYP.) (4) TURNS MIN, (TYP.) 12 GA WIRE TIES AT EACH CORNER CEILING TILES PER REFLECTED CEILING PLAN AND INTERIOR FINISH SCHEDULE MECHANICAL MAKE UP AIR UNIT 24 GA, G.S.M. CAP FLASHINP BY ROOFING CONTRACTOR BEFORE EQUIPMENT IS INSTALLED L 4" CANT STRIP 6" MIN. TYP. LAY -IN LIGHT FIXTURE NOTE: LATERAL SUPPORT FOR SEISMIC ZONES ONLY. SUSPENDED CEILING DETAIL 1 1 1 1 1 , 1 1 1 1 1 1 1 2x BLOCKING TO BOTTOM CORD OF I -JOIST ATTACH WITH 2 #10 WOOD SCREWS @ EA. CHORD DUCT ROOFING MATERIAL TO MATC ROOF - CONTRACTOR TO FULLY REPAIR ALL DAMAGE TO EXISTING ROOFING DUE TO INSTALLATION OF NEW MECHANICAL LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CODE REQUIREMENTS WHERE CEILING LOADS ARE LESS THAN 5 LBS PER FT. AND NOT SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED AT 12' -0" 0.C. IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL, ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. 2, THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO SECURE THE WIRE HANGERS TO THE EXISTING STRUCTURE ABOVE. THE METHOD USED MAY VARY DEPENDING UPON THE TYPE OF STRUCTURE. THE CONTRACTOR SHALL PROVIDE A DETAILED SHOP DRAWING WHICH CLEARLY INDICATES THE TYPE OF FASTENER TO BE USED. THIS DRAWING SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF THE SYSTEM. 3. SUSPENDED CEILING SHALL COMPLY WITH INTERMEDIATE DUTY SYSTEM CLASSIFICATION, CONTRACTOR SHALL SUBMIT SHOP DRAWING TO THE ARCHITECT PRIOR TO INSTALLATION. 4, SUSPENDED CEILING INSTALLED IN KITCHEN AND ALL FOOD PREPARATION AND STORAGE AREAS SHALL BE SHEETROCK BRAND LAY -IN CEILING TILE "CLIMAPLUS" VINYL COATED TILES, WHITE COLOR, PER ASTM E1264 CLASSIFICATION TYPE XX, PATTERN G, ASTM E84 CLASS A, ALL RECESSED LIGHTING FIXTURES TO BE SUPPORTED DIRECTLY FROM ROOF STRUCTURE ABOVE, INSTALL A MINIMUM OF (2) 12 GA. WIRES SLIGHTLY LOOSE TO ALLOW SEATING OF LIGHT IN GRID SYSTEM RIGID INSUL., TYP., I PROVIDED AND INSTALLED I BY ROOFING CONTRACTOR ----- PREFABRICATED METAL ROOF CURB SUPPLIED BY MECHANICAL CONTRACTOR, CURB LEVELED BY G.C. NOTE: COORDINATE WITH MECHANICAL CONTRACTOR THE SMOKE DETECTOR INSTALLATION. PROVIDE MAIN RUNNER OR CROSS "T" AT ALL 4 SIDES OF ALL GRILLES, REGISTERS ETC. (4) #12 SPLAY WIRES IN PLANE OF RUNNERS, ATTACH TO ROOF FRAMING AS SHOWN BELOW @ 12' -0" 0.C. 6' -0" MAX FROM WALL. SCALE: 1_1/2" • 1' 3 X 6 (RIP AS REQUIRED FOR ROOF SLOPE) BY G.C., TYPICAL. 1 1 1 1 I L1 _3 / Itg STRUCTURAL EXISTING ROOF TRUSS`;, FIELD VERIFY ALL CONDITIONS MEC-HANICAL -EQUIP. CURB MAU UNIT NEW CURB ON EXISTING ROOF STRUCTURE SCALE: 1 -1/2 n 1 N./ 45 DEG SINGLE SPAN, DOUBLE SPAN, TRIPLE SPAN LIMITING SPAN - STEEL STUD CEILING SYSTEM (1) 1, BASED ON L/240 ALLOWABLE DEFLECTION. BRACING OF TOP FLANGES IS REQUIRED AND MUST NOT EXCEED 48" O.C. CHECK MANUFACTURER'S LITERATURE TO VERIFY THAT THE SELECTED FRAMING MEMBER IS CAPABLE OF THE INDICATED SPAN, 2. STUD END STIFFENING REQUIRED. ADDITIONAL HANGERS ARE NECESSARY WHEN SPAN AREA EXCEEDS 16 FT. SUSPENDED DRYWALL OILING VARIES SEE STRUCTURAL FOR I -JOIST SPACING CI-IAND /FAN SUP. 0 TRUSS NOTE: CHANDELIER AND SAFETY KIT SUPPLIED BY OWNER AND INSTALLED BY G.C. EXISTING TRUSS (2) #12 GAUGE WIRES FOR SWAY BRACING 1 SCALE: 1" • 1 -0" THREADED ROD BY ELECTRICAL CONTRACTOR (4) TURNS MIN. (TYP.) J -BOX CONDUIT ACOUSTICAL CEILING TILE CHANDELIER OR FAN -LIGHT (APPROX.) IN DINING ROOMS SCALE: IN • 1 GENERAL NOTES AND SPECIFICATIONS_ CROSS TEE SPACING IN HORIZONTAL SOFFIT PLANE IS NOT TO EXCEED 24 ". INTERMEDIATE CROSS TEES MAY BE NECESSARY TO MAINTAIN VISUALLY ACCEPTABLE DRYWALL PLANES AND DRYWALL CORNERS. GENERAL HANGER WIRE NOTES HANGER WIRES ARE REQUIRED WITHIN 12" ON BOTH SIDES OF A PIVOTED SPLICE CLIP. AT LEAST 1 HANGER WIRE IS REQUIRED WITHIN 12" OF A TRANSITION CLIP. LIMITATIONS DO NOT SUPPORT WIRES FROM MECHANICAL AND /OR ELECTRICAL EQUIPMENT OCCURRING ABOVE CEILING. ACCESSORIES INSTALL ACCESSORIES AS APPLICABLE TO MEET PROJECT REQUIREMENTS. GYPSUM PANEL INSTALLATION APPLY GYPSUM PANELS FIRST TO CEILING AND THEN TO WALLS, POSITION ALL ENDS AND EDGES OF GYPSUM PANELS AT FRAMING MEMBERS, EXTEND CEILING BOARD TO CORNERS AND MAKE FIRM CONTACT WITH THE WALL ANGLE, CHANNEL OR TOP PLATE. TO MINIMIZE END JOINTS, USE PANELS OF MAXIMUM PRACTICAL LENGTHS. FIT ENDS AND EDGES CLOSELY, BUT NOT FORCED TOGETHER, CUT ENDS, EDGES; SCRIBE OR MAKE CUTOUTS WITHIN THE FIELD OF PANELS IN A WORKMANLIKE MANNER. CUT GYPSUM BOARD TO SIZE USING A KNIFE AND STRAIGHT EDGE. ATTACH 1/2" GYPSUM PANELS TO THE SUSPENSION SYSTEM MAIN RUNNERS, CROSS TEES AND CROSS CHANNELS WITH CONVENTIONAL GYPSUM PANEL FASTENERS (NO, 6 TYPE 5 HILO BUGLE HEAD, SELF- DRILLING, SELF - TAPPING STEEL SCREWS) SPACED 8" 0.C. AT PERIPHERY OF GYPSUM PANELS AND LOCATED 3/8" IN FROM PANEL EDGES AND SPACED 12" O.C. IN THE FIELD. DRIVE FASTENERS IN FIELD OF PANELS FIRST, WORKING TOWARD ENDS AND EDGES. HOLD PANELS IN FIRM CONTACT WITH FRAMING WHILE DRIVING FASTENERS. DRIVE FASTENER HEADS SLIGHTLY BELOW SURFACE OF GYPSUM PANELS IN A UNIFORM DIMPLE WITHOUT BREAKING FACE PAPER. (SEE GYPSUM PANELS AND ACCESSORIES SPECIFICATION, SA927). INSTALL TRIM AT ALL INTERNAL AND EXTERNAL ANGLES FORMED BY THE INTERSECTION OF PANEL SURFACES OR OTHER DISSIMILAR MATERIALS, APPLY CORNER BEAD TO ALL VERTICAL OR HORIZONTAL EXTERNAL CORNERS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. CEILINGS NOTE SEE DRYWALL /STEEL FRAMED SYSTEMS SPECIFICATIONS, SA923. SPACING OF DRYWALL GRID I5 DESIGNED TO SUPPORT! ONLY THE DEAD LOAD. HEAVY CONCENTRATED LOADS SHOULD BE INDEPENDENTLY SUPPORTED. LIGHTING FIXTURES OR TROFFERS, AIR VENTS AND OTHER EQUIPMENT SHOULD BE SEPARATELY SUPPORTED FROM THE STRUCTURE; GYPSUM PANELS WILL NOT SUPPORT THESE ITEMS, TO PREVENT OBJECTIONABLE SAG IN NEW GYPSUM PANEL CEILINGS, THE WEIGHT OF OVERLAID UNSUPPORTED INSULATION SHOULD NOT EXCEED 1.3 PSF FOR 1/2" THICK GYPSUM PANELS WITH SPACING OF 24" O.C.; 2,2 PSF FOR 1/2" THICK GYPSUM PANELS 16" O.C. FRAMING. WHERE SHEETROCK BRAND INTERIOR GYPSUM CEILING PANELS, SAG- RESISTANT, ARE USED FRAMING SHOULD BE SPACED 24" O.C. FOR 1 /2" OR 5/8" PANELS. NOTE THAT 3/8" THICK GYPSUM PANELS MUST NOT BE OVERLAID WITH UNSUPPORTED INSULATION. A VAPOR RETARDER SHOULD BE INSTALLED IN EXTERIOR CEILINGS, AND PLENUM OR ATTIC SPACES SHOULD BE PROPERLY VENTED. DURING PERIODS OF COLD OR DAMP WEATHER WHEN A POLYETHYLENE VAPOR RETARDER I5 INSTALLED ON CEILINGS BEHIND THE GYPSUM PANELS, IT IS IMPORTANT TO INSTALL THE CEILING INSULATION BEFORE OR IMMEDIATELY AFTER INSTALLING THE GYPSUM PANELS. FAILURE TO FOLLOW THIS PROCEDURE MAY RESULT IN MOISTURE CONDENSATION IN g THE BACK OF THE GYPSUM PANELS CAUSING SAG, SPRAY- TEXTURED CEILINGS WHERE WATER -BASED TEXTURING MATERIALS OR ANY SLOW- DRYING SURFACE TREATMENT ARE USED OVER SINGLE -LAYER PANELS, MAXIMUM FRAME SPACING IS 16" O.C. FOR 1/2" PANELS APPLIED PERPENDICULAR TO FRAMING. CONTROL JOINTS PROVIDE CONTROL JOINT NO. 093 WHICH HAS A 3/32" GROUND FOR DRYWALL AND VENEER PLASTER. CEILING AREAS SHOULD NOT EXCEED 50 FT. (2500 SQ. FT.) WITH PERIMETER RELIEF AND 30 FT. (900 SQ. FT.) WITHOUT PERIMETER RELIEF. KEY NOTES: 1 SUSPENDED CEILING GRILLAGE ERECTION 2 SPACE 8 -GA. HANGER WIRES 48" O.C. ALONG CARRYING CHANNELS AND WITHIN 6" OF ENDS OF CARRYING - CHANNEL: w RUNS. 3, FOR JOIST CONSTRUCTION, WRAP HANGER AROUND OR THROUGH BEAMS OR JOISTS. DO NOT ATTACH COMPONENTS TO AIR DUCTS, 4. INSTALL 1-1/2 CARRYING CHANNELS 48" O.G. AND WITHIN 6" OF WALLS. 5, POSITION CHANNELS FOR PROPER CEILING HEIGHT, LEVEL AND SECURE WITH HANGER WIRE SADDLE TIED ALONG CHANNELS. 6. PROVIDE 1' CLEARANCE BETWEEN RUNNERS AND ABUTTING WALLS AND PARTITIONS. 7. AT CHANNEL SPLICES, INTERLOCK FLANGES, OVERLAP ENDS 12" AND SECURE EACH END WITH DOUBLE- STRAND 18 -GA. TIE WIRE. 8. ERECT METAL FURRING CHANNELS AT RIGHT ANGLES TO 1 -1/2" CARRYING CHANNELS. SPACE FURRING WITHIN 6" OF WALLS. 9, PROVIDE 1" CLEARANCE BETWEEN FURRING ENDS AND ABUTTING WALLS AND PARTITIONS. 10. ATTACH FURRING CHANNELS TO 1 -1/2" CHANNELS WITH WIRE TIES OR FURRING CHANNEL CLIPS INSTALLED ON ALTERNATE SIDES OF CARRYING CHANNEL, 11. SADDLE TIE FURRING TO CHANNELS WITH DOUBLE- STRAND 18 -GA. TIE WIRE WHEN CLIPS CANNOT BE ALTERNATED. AT SPLICES, NEST FURRING CHANNELS WITH AT LEAST AN 8" OVERLAP AND SECURELY WIRE TIE EACH END WITH 12, DOUBLE- STRAND 16-GA. TIE WIRE, RJOF STRUCTURE - PROVIDE 2x4 B_OCKING WITH SIMPSON PF24 HANGAR AT EACH END @ BOTTOM OF FRAMING ME WHEN CONDUIT FALLS IN BETWEEN, CONDUIT COMPRESSION STRUT PRESSURE FIT BETWEEN ROOF STRUCTURE & CEILING MAIN RJNNER @ 12' -0" O.C. EACH WAY WITH FIRST PJINT WITHIN 6' -0" OF PERIMETER WALLS. SEE CONDUIT SCHEDULE TYP. FOR SEISMIC ZONES ONLY. PERIMETER WIRE @ EA. TERMINATION POINT. CONDUIT SCHEDULE 8" MAX. UP TO 4' LONG: 4' TO 5' LONG: 5' TO 8' LONG: 8' TO 12' LONG: FACE OF WALL 3/4" DIA. CONDUIT 1" DIA. CONDUIT 1 -1/2" DIA. CONDUIT 2" DIA. CONDUIT COMPRESSION STRUT DETAIL RUN WIRE THROUGH CENTER OF CONDUIT - CONNECT TO ROOF STRUCTURE WITH EYE LAG SCREW. WRAP WIRE THROUGH PRE - DRILLED SLOTS IN RUNNERS AND AROUND BOTTOM OF CONDUIT. (4) 12 GAUGE SPRAY WIRES (@ 200 LB. DESIGN LOAD MIN.) REFER TO DETAIL 1, THIS SHEET (TYP. FOR SEISMIC ZONES ONLY). CROSS RUNNER @2' -0" O.C. MAIN RUNNER @4' -0" O.C. ACOUSTICAL CEILING TILE NOTE: COMPRESSION CONDUIT FOR SEISMIC ZONES ONLY. SCALE: 1" it 1' 2 � 0 0 O m ■ 0 c w a 4.61 0 4 0 X ■ o O 0 0 Mer 4 � -c - 2 * - o em u. b 0 LJ � x � • Q 0 } mio � - O - 0 STUD SPACING SINGLE SPAN (FT.IN.) (UNIFORM LOAD- PSF) DOUBLE AND TRIPLE SPAN (FT.IN,) (UNIFORM LOAD - PSF) STUD STYLE IIN.) 5 10 15 20 5 10 15 20 2 -1/2" 25 -GA. 12 10' -11" 8' -8" 7' -7" 6' -9" 13' -6" 10' -2" 8' -2" 6' -11" 16 9' -11" 7-11" 6-10" 5' -4" 12'-4" 8' -8" 6 5' -9" 24 8' -8" 6' -9" 4 -9" - 10' -2" 6' -11" 5' -9" 4' -4" 3 -5/8" (2) 25 -GA, 12 14' -7" 11'-7" 9' -8" 7' -3" 17 11' -2" 8' -4" 6' -8" 16 13' -3" 10' -6" 7' -3" 5' -5" 14' -8" 9' -2" 6' -8" 5' -3" 24 11'_7" 7' -3" 4' -9" - 11'_2" 6' -8" 41_9" - 4 "(2) 25 -GA. 12 15' -9" 12 10' -4" 9' -O" 17' -6" 11' -0" 8' -0" 6' -3" 16 14' -4" 11' -0" 9' -0" 7' -6" 14' -7" 8' -9" 6' -3" 4' -10" 24 12' -6" 9'-O" 6' -8" 5' -0" 11' -0" 6' -3" 4' -4" - 2 -1/2" 20 -GA. 12 13' -2" 10' -5" 9'-1" 8'-3" 16' -4" 12'-11" 11 -4" 10 -0" 16 11' -11" 9' -6" 8' -3" 7' -6" 14 -10" 11' -9" 10' -0" 8' -9" 24 10' -5" 8'-3" 7' -3" 6' -4" 12' -11" 10'_1" 8' -2" 7' -1" 3 -5/8" 20 -GA, 12 17' -6" 13' -11" 12' -2" 11' -0" 21' -9" 17' -3" 15' -0" 13' -3" 16 15' -11" 12' -8" 11 -0" 10' -0" 19 -9" 15' -8" 13' -3" 11 24 13' -11" 11' -0" 9' -8" 8' -4" 17' -8" 13' -3" 10' -10" 9 -4 4" 20 -GA, 12 19'-0" 15' -0" 13' -2" 11' -11" 23' -6" 18' -8" 16' -3" 14' -3" 16 17' -3" 13' -8" 11' -11 10' -10" 21' -4" 16' -11" 14' -3 12' -4" 24 15 11 10 9 18 14 11 -7" 9 -9" 6" 20 -GA. 12 26' -3" 10' -10" 18' -2" 16 32 25' -9" 20 -3" 16 -10" 16 23 18' -11" 16' -6" 14' -9" 29' -6" 21' -10" 16' -10" 13 -10" 24 10 - 10" 16 -6" 13 12 -0" 25 -9" 16' -10" 13 -10" 10 -2" 8.0. SOFFIT <>/ 6" / 12" MIN, +13' -0" • B.O. CEILING ,-` B.O. " ‘1 BA. CEILING I+ 101.0" B.O. CEILING 1 , 1 01. 0 " • B.O. CEILING B.O. 50FFIT EII �, SOFFIT DETAIL C � SOFFIT DETAIL D 12" MIN. VENT THROUGH ROOF DETAIL 6 j\r \- VENT (VERIFY SIZE) 1 INING ROOM HALLWAY DINING ROOM LEAD JACK WITH BELLOWS TURN TOP DOWN INTO VENT NAIL BOTTOM TO PLYWOOD VENT SLEEVE (VERIFY SIZE) FLASHING AS REQ'D 1x12 TAPERED BOARDS BUILT -UP ROOFING SCALE: In • 1 CROSS BRACING 45 DEGREES @ 48" 0.C. METAL STUD 5/8" GYP. BIRD. TO EXTEND 6" ABOVE CEILING SCALE: 3/4" ■ 1 CROSS BRACING 45 DEGREES @ 48" 0.C, METAL STUD 518" GYP, BRD, TO EXTEND 6" ABOVE CEILING SCALE: 3/4" • 1 ATTACH FIXTURE HOUSING TO CEILING SYSTEM W/ SELF TAPPING SHEET METAL SCREWS - ONE AT EACH CORNER. NO. 12 GAUGE WIRE (TYP.) MAIN RUNNERS CROSS RUNNERS 16D NAIL (TYP.) (4) TURNS MIN, (TYP.) 12 GA WIRE TIES AT EACH CORNER CEILING TILES PER REFLECTED CEILING PLAN AND INTERIOR FINISH SCHEDULE MECHANICAL MAKE UP AIR UNIT 24 GA, G.S.M. CAP FLASHINP BY ROOFING CONTRACTOR BEFORE EQUIPMENT IS INSTALLED L 4" CANT STRIP 6" MIN. TYP. LAY -IN LIGHT FIXTURE NOTE: LATERAL SUPPORT FOR SEISMIC ZONES ONLY. SUSPENDED CEILING DETAIL 1 1 1 1 1 , 1 1 1 1 1 1 1 2x BLOCKING TO BOTTOM CORD OF I -JOIST ATTACH WITH 2 #10 WOOD SCREWS @ EA. CHORD DUCT ROOFING MATERIAL TO MATC ROOF - CONTRACTOR TO FULLY REPAIR ALL DAMAGE TO EXISTING ROOFING DUE TO INSTALLATION OF NEW MECHANICAL LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CODE REQUIREMENTS WHERE CEILING LOADS ARE LESS THAN 5 LBS PER FT. AND NOT SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED AT 12' -0" 0.C. IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL, ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. 2, THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO SECURE THE WIRE HANGERS TO THE EXISTING STRUCTURE ABOVE. THE METHOD USED MAY VARY DEPENDING UPON THE TYPE OF STRUCTURE. THE CONTRACTOR SHALL PROVIDE A DETAILED SHOP DRAWING WHICH CLEARLY INDICATES THE TYPE OF FASTENER TO BE USED. THIS DRAWING SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF THE SYSTEM. 3. SUSPENDED CEILING SHALL COMPLY WITH INTERMEDIATE DUTY SYSTEM CLASSIFICATION, CONTRACTOR SHALL SUBMIT SHOP DRAWING TO THE ARCHITECT PRIOR TO INSTALLATION. 4, SUSPENDED CEILING INSTALLED IN KITCHEN AND ALL FOOD PREPARATION AND STORAGE AREAS SHALL BE SHEETROCK BRAND LAY -IN CEILING TILE "CLIMAPLUS" VINYL COATED TILES, WHITE COLOR, PER ASTM E1264 CLASSIFICATION TYPE XX, PATTERN G, ASTM E84 CLASS A, ALL RECESSED LIGHTING FIXTURES TO BE SUPPORTED DIRECTLY FROM ROOF STRUCTURE ABOVE, INSTALL A MINIMUM OF (2) 12 GA. WIRES SLIGHTLY LOOSE TO ALLOW SEATING OF LIGHT IN GRID SYSTEM RIGID INSUL., TYP., I PROVIDED AND INSTALLED I BY ROOFING CONTRACTOR ----- PREFABRICATED METAL ROOF CURB SUPPLIED BY MECHANICAL CONTRACTOR, CURB LEVELED BY G.C. NOTE: COORDINATE WITH MECHANICAL CONTRACTOR THE SMOKE DETECTOR INSTALLATION. PROVIDE MAIN RUNNER OR CROSS "T" AT ALL 4 SIDES OF ALL GRILLES, REGISTERS ETC. (4) #12 SPLAY WIRES IN PLANE OF RUNNERS, ATTACH TO ROOF FRAMING AS SHOWN BELOW @ 12' -0" 0.C. 6' -0" MAX FROM WALL. SCALE: 1_1/2" • 1' 3 X 6 (RIP AS REQUIRED FOR ROOF SLOPE) BY G.C., TYPICAL. 1 1 1 1 I L1 _3 / Itg STRUCTURAL EXISTING ROOF TRUSS`;, FIELD VERIFY ALL CONDITIONS MEC-HANICAL -EQUIP. CURB MAU UNIT NEW CURB ON EXISTING ROOF STRUCTURE SCALE: 1 -1/2 n 1 N./ 45 DEG SINGLE SPAN, DOUBLE SPAN, TRIPLE SPAN LIMITING SPAN - STEEL STUD CEILING SYSTEM (1) 1, BASED ON L/240 ALLOWABLE DEFLECTION. BRACING OF TOP FLANGES IS REQUIRED AND MUST NOT EXCEED 48" O.C. CHECK MANUFACTURER'S LITERATURE TO VERIFY THAT THE SELECTED FRAMING MEMBER IS CAPABLE OF THE INDICATED SPAN, 2. STUD END STIFFENING REQUIRED. ADDITIONAL HANGERS ARE NECESSARY WHEN SPAN AREA EXCEEDS 16 FT. SUSPENDED DRYWALL OILING VARIES SEE STRUCTURAL FOR I -JOIST SPACING CI-IAND /FAN SUP. 0 TRUSS NOTE: CHANDELIER AND SAFETY KIT SUPPLIED BY OWNER AND INSTALLED BY G.C. EXISTING TRUSS (2) #12 GAUGE WIRES FOR SWAY BRACING 1 SCALE: 1" • 1 -0" THREADED ROD BY ELECTRICAL CONTRACTOR (4) TURNS MIN. (TYP.) J -BOX CONDUIT ACOUSTICAL CEILING TILE CHANDELIER OR FAN -LIGHT (APPROX.) IN DINING ROOMS SCALE: IN • 1 GENERAL NOTES AND SPECIFICATIONS_ CROSS TEE SPACING IN HORIZONTAL SOFFIT PLANE IS NOT TO EXCEED 24 ". INTERMEDIATE CROSS TEES MAY BE NECESSARY TO MAINTAIN VISUALLY ACCEPTABLE DRYWALL PLANES AND DRYWALL CORNERS. GENERAL HANGER WIRE NOTES HANGER WIRES ARE REQUIRED WITHIN 12" ON BOTH SIDES OF A PIVOTED SPLICE CLIP. AT LEAST 1 HANGER WIRE IS REQUIRED WITHIN 12" OF A TRANSITION CLIP. LIMITATIONS DO NOT SUPPORT WIRES FROM MECHANICAL AND /OR ELECTRICAL EQUIPMENT OCCURRING ABOVE CEILING. ACCESSORIES INSTALL ACCESSORIES AS APPLICABLE TO MEET PROJECT REQUIREMENTS. GYPSUM PANEL INSTALLATION APPLY GYPSUM PANELS FIRST TO CEILING AND THEN TO WALLS, POSITION ALL ENDS AND EDGES OF GYPSUM PANELS AT FRAMING MEMBERS, EXTEND CEILING BOARD TO CORNERS AND MAKE FIRM CONTACT WITH THE WALL ANGLE, CHANNEL OR TOP PLATE. TO MINIMIZE END JOINTS, USE PANELS OF MAXIMUM PRACTICAL LENGTHS. FIT ENDS AND EDGES CLOSELY, BUT NOT FORCED TOGETHER, CUT ENDS, EDGES; SCRIBE OR MAKE CUTOUTS WITHIN THE FIELD OF PANELS IN A WORKMANLIKE MANNER. CUT GYPSUM BOARD TO SIZE USING A KNIFE AND STRAIGHT EDGE. ATTACH 1/2" GYPSUM PANELS TO THE SUSPENSION SYSTEM MAIN RUNNERS, CROSS TEES AND CROSS CHANNELS WITH CONVENTIONAL GYPSUM PANEL FASTENERS (NO, 6 TYPE 5 HILO BUGLE HEAD, SELF- DRILLING, SELF - TAPPING STEEL SCREWS) SPACED 8" 0.C. AT PERIPHERY OF GYPSUM PANELS AND LOCATED 3/8" IN FROM PANEL EDGES AND SPACED 12" O.C. IN THE FIELD. DRIVE FASTENERS IN FIELD OF PANELS FIRST, WORKING TOWARD ENDS AND EDGES. HOLD PANELS IN FIRM CONTACT WITH FRAMING WHILE DRIVING FASTENERS. DRIVE FASTENER HEADS SLIGHTLY BELOW SURFACE OF GYPSUM PANELS IN A UNIFORM DIMPLE WITHOUT BREAKING FACE PAPER. (SEE GYPSUM PANELS AND ACCESSORIES SPECIFICATION, SA927). INSTALL TRIM AT ALL INTERNAL AND EXTERNAL ANGLES FORMED BY THE INTERSECTION OF PANEL SURFACES OR OTHER DISSIMILAR MATERIALS, APPLY CORNER BEAD TO ALL VERTICAL OR HORIZONTAL EXTERNAL CORNERS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. CEILINGS NOTE SEE DRYWALL /STEEL FRAMED SYSTEMS SPECIFICATIONS, SA923. SPACING OF DRYWALL GRID I5 DESIGNED TO SUPPORT! ONLY THE DEAD LOAD. HEAVY CONCENTRATED LOADS SHOULD BE INDEPENDENTLY SUPPORTED. LIGHTING FIXTURES OR TROFFERS, AIR VENTS AND OTHER EQUIPMENT SHOULD BE SEPARATELY SUPPORTED FROM THE STRUCTURE; GYPSUM PANELS WILL NOT SUPPORT THESE ITEMS, TO PREVENT OBJECTIONABLE SAG IN NEW GYPSUM PANEL CEILINGS, THE WEIGHT OF OVERLAID UNSUPPORTED INSULATION SHOULD NOT EXCEED 1.3 PSF FOR 1/2" THICK GYPSUM PANELS WITH SPACING OF 24" O.C.; 2,2 PSF FOR 1/2" THICK GYPSUM PANELS 16" O.C. FRAMING. WHERE SHEETROCK BRAND INTERIOR GYPSUM CEILING PANELS, SAG- RESISTANT, ARE USED FRAMING SHOULD BE SPACED 24" O.C. FOR 1 /2" OR 5/8" PANELS. NOTE THAT 3/8" THICK GYPSUM PANELS MUST NOT BE OVERLAID WITH UNSUPPORTED INSULATION. A VAPOR RETARDER SHOULD BE INSTALLED IN EXTERIOR CEILINGS, AND PLENUM OR ATTIC SPACES SHOULD BE PROPERLY VENTED. DURING PERIODS OF COLD OR DAMP WEATHER WHEN A POLYETHYLENE VAPOR RETARDER I5 INSTALLED ON CEILINGS BEHIND THE GYPSUM PANELS, IT IS IMPORTANT TO INSTALL THE CEILING INSULATION BEFORE OR IMMEDIATELY AFTER INSTALLING THE GYPSUM PANELS. FAILURE TO FOLLOW THIS PROCEDURE MAY RESULT IN MOISTURE CONDENSATION IN g THE BACK OF THE GYPSUM PANELS CAUSING SAG, SPRAY- TEXTURED CEILINGS WHERE WATER -BASED TEXTURING MATERIALS OR ANY SLOW- DRYING SURFACE TREATMENT ARE USED OVER SINGLE -LAYER PANELS, MAXIMUM FRAME SPACING IS 16" O.C. FOR 1/2" PANELS APPLIED PERPENDICULAR TO FRAMING. CONTROL JOINTS PROVIDE CONTROL JOINT NO. 093 WHICH HAS A 3/32" GROUND FOR DRYWALL AND VENEER PLASTER. CEILING AREAS SHOULD NOT EXCEED 50 FT. (2500 SQ. FT.) WITH PERIMETER RELIEF AND 30 FT. (900 SQ. FT.) WITHOUT PERIMETER RELIEF. KEY NOTES: 1 SUSPENDED CEILING GRILLAGE ERECTION 2 SPACE 8 -GA. HANGER WIRES 48" O.C. ALONG CARRYING CHANNELS AND WITHIN 6" OF ENDS OF CARRYING - CHANNEL: w RUNS. 3, FOR JOIST CONSTRUCTION, WRAP HANGER AROUND OR THROUGH BEAMS OR JOISTS. DO NOT ATTACH COMPONENTS TO AIR DUCTS, 4. INSTALL 1-1/2 CARRYING CHANNELS 48" O.G. AND WITHIN 6" OF WALLS. 5, POSITION CHANNELS FOR PROPER CEILING HEIGHT, LEVEL AND SECURE WITH HANGER WIRE SADDLE TIED ALONG CHANNELS. 6. PROVIDE 1' CLEARANCE BETWEEN RUNNERS AND ABUTTING WALLS AND PARTITIONS. 7. AT CHANNEL SPLICES, INTERLOCK FLANGES, OVERLAP ENDS 12" AND SECURE EACH END WITH DOUBLE- STRAND 18 -GA. TIE WIRE. 8. ERECT METAL FURRING CHANNELS AT RIGHT ANGLES TO 1 -1/2" CARRYING CHANNELS. SPACE FURRING WITHIN 6" OF WALLS. 9, PROVIDE 1" CLEARANCE BETWEEN FURRING ENDS AND ABUTTING WALLS AND PARTITIONS. 10. ATTACH FURRING CHANNELS TO 1 -1/2" CHANNELS WITH WIRE TIES OR FURRING CHANNEL CLIPS INSTALLED ON ALTERNATE SIDES OF CARRYING CHANNEL, 11. SADDLE TIE FURRING TO CHANNELS WITH DOUBLE- STRAND 18 -GA. TIE WIRE WHEN CLIPS CANNOT BE ALTERNATED. AT SPLICES, NEST FURRING CHANNELS WITH AT LEAST AN 8" OVERLAP AND SECURELY WIRE TIE EACH END WITH 12, DOUBLE- STRAND 16-GA. TIE WIRE, RJOF STRUCTURE - PROVIDE 2x4 B_OCKING WITH SIMPSON PF24 HANGAR AT EACH END @ BOTTOM OF FRAMING ME WHEN CONDUIT FALLS IN BETWEEN, CONDUIT COMPRESSION STRUT PRESSURE FIT BETWEEN ROOF STRUCTURE & CEILING MAIN RJNNER @ 12' -0" O.C. EACH WAY WITH FIRST PJINT WITHIN 6' -0" OF PERIMETER WALLS. SEE CONDUIT SCHEDULE TYP. FOR SEISMIC ZONES ONLY. PERIMETER WIRE @ EA. TERMINATION POINT. CONDUIT SCHEDULE 8" MAX. UP TO 4' LONG: 4' TO 5' LONG: 5' TO 8' LONG: 8' TO 12' LONG: FACE OF WALL 3/4" DIA. CONDUIT 1" DIA. CONDUIT 1 -1/2" DIA. CONDUIT 2" DIA. CONDUIT COMPRESSION STRUT DETAIL RUN WIRE THROUGH CENTER OF CONDUIT - CONNECT TO ROOF STRUCTURE WITH EYE LAG SCREW. WRAP WIRE THROUGH PRE - DRILLED SLOTS IN RUNNERS AND AROUND BOTTOM OF CONDUIT. (4) 12 GAUGE SPRAY WIRES (@ 200 LB. DESIGN LOAD MIN.) REFER TO DETAIL 1, THIS SHEET (TYP. FOR SEISMIC ZONES ONLY). CROSS RUNNER @2' -0" O.C. MAIN RUNNER @4' -0" O.C. ACOUSTICAL CEILING TILE NOTE: COMPRESSION CONDUIT FOR SEISMIC ZONES ONLY. SCALE: 1" it 1' 2 � 0 0 O m ■ 0 c w a 4.61 0 4 0 X ■ o O 0 0 Mer 4 � -c - 2 * - o em u. b 0 LJ � x � • Q 0 } mio � - O - 0 MINIM RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: pi ,s .. c.. x;.\ E T 14/4. -, i a MC x. •C 4 No. 361 E s j ° .4 NO. REVISION /ISSUE DATE PRO]ECT NUI R: 3083 ihap soufhcenfer Tukwila wa BATE: DRAWN BY: 03-21-2008 SHEET TITLE SPECIFICATIONS SHEET NUMBER: M - 1 CITY SUBMITTAL GENERAL NOTES 1. MECHANICAL CONTRACTOR MUST EXAMINE THE CONTRACT DRAWINGS AND ALL AVAILABLE INFORMATION CONCERNING EXISTING INSTALLATION, STRUCTURE, AND LOCAL CONDITIONS. VISIT THE SITE TO UNDERSTAND THE NATURE AND SCOPE OF ALL WORK TO BE PERFORMED AND VERIFY EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BETWEENTHE PLANS AND FIELD CONDITIONS. COMMENCEMENT OF WORK WILL BE TAKEN AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND THAT ALL EXISTING CONDITIONS HAVE BEEN CONSIDERED, AND NO ADDITIONAL SERVICE FEES SHALL BE GRANTED FOR THE FAILURE TO PERFORM THIS WORK. 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 3. REFER TO ARCHITECTURAL DRAWINGS FOR AND OR FIELD VERIFY ACCESS LOCATIONS TO ROOF. 4. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT PERMISSION FROM THE ARCHITECT AND OR STRUCTURAL ENGINEER. MECHANICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND SUPPORT OF ROOFTOP EQUIPMENT WITH BUILDING STRUCTURE AND CONDITIONS. COORDINATE WITH ARCHITECT/ STRUCTURAL ENGINEER AS REQUIRED. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ROOFTOP UNITS TO ALLOW DUCT CONNECTION AND ROUTING AS SHOWN PER PLANS. COORDINATE FINAL LOCATIONS OF AIR DISTRIBUTION WITH REFLECTED CEILING PLAN, IE: LIGHTS, SPEAKERS, CEILING TILES, SPRINKLER HEADS AND CHANGES IN CEILING ELEVATION. 5. ALL EXPOSED MATERIALS WITHIN DUCTS AND PLENUMS SHALL HAVE A FLAME - SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE - DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM 84. 6. ELECTRICAL CONTRACTOR TO WIRE HVAC UNITS TO SHUT DOWN UPON ACTIVATION OF FIRE ALARM. DUCT SMOKE DETECTORS IN MAIN RETURN DUCTS TO BE WIRED TO SHUT OFF ALL UNITS UPON ACTIVATION OF ANY DUCT SMOKE DETECTOR. UNIT SHUT DOWN IS TO OCCUR IN 30 SECONDS OR :SS. 7. PROVIDE DUCT TRANSITIONS WITH FLEXIBLE CONNECTIONS AT THE SUPPLY AND RETURN OPENINGS OF THE EQUIPMENT TO THE DUCT SIZES -TOWN ON DRAWINGS. 8. ALL DUCT SIZES SHOWN ARE NET INSIDE DIMENSIONS. ALL BRANCH DUCTS TO HAVE BALANCE DAMPERS WITH QUADRANT LOCKS. DUCTWORK SHALL BE SHEET METAL CONSTRUCTED IN COMPLETE THE LATEST SMACNA HVAC DUCT CONFORMANCE CONSTRUCTION STANDARDS. FLEXIBLE DUCT SHALL BE A MAXIMUM OF 8 FT. IN LENGTH. MINIMUM BEND RADIUS SHALL BE TWICE DUCT DIAMETER. PROVIDE FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET OF ALL DNS, PROVIDE LOCKING DAMPER IN EACH MAIN RETURN DUCT FOR THE PURPOSE OF BALANCING OSA. 9. PROVIDE MINIMUM R -5 INSULATION FOR ALL SUPPLY AND DUCTS OR PLENUMS IN UNCONDITIONED SPACES. MINIMUM R -8 INSULATION FOR ANY EXTERIOR DUCT WORK. 10. SEALING DUCTWORK: ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED SING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS OR MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR 181 B. 11. ALL DOORS IN ROOMS WITHOUT RETURN OR EXHAUST ARE TO BE UNDERCUT 1" TYP. OR LOUVER IN DOOR. 12. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES ASSOCIATED WITH )OF FOR ALL ROOF PENETRATIONS. 13. MAINTAIN A MINIMUM OF 10' -0" CLEARANCE BETWEEN ALL EXHAUSTNENT OUTLETS AND ALL FRESH AIR INTAKES. 14. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR REQUIRED CLEARANCES AND INSTALLATION OF EQUIPMENT. 15. PROVIDE OWNER WITH COMPLETE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT AND CONTROLS INSTALLED. DOCUMENTATION MUST INCLUDE EQUIPMENT CAPACITY (INPUT & OUTPUT), REQUIRED MAINTENANCE ACTIONS, CONTROLS AND CALIBRATION INFORMATION INCLUDING WIRING DIAGRAMS, CONTROL SEQUENCE DESCRIPTIONS, DESIRED OR FIELD - DETERMINED SETPOINTS, AND A COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. 16. PROVIDE FACTORY ROOF CURB, FILTER RACK, & INSTALL FRESH FILTERS UPON COMPLETION OF WORK. 17. COORDINATE MAXIMUM UNIT HEIGHT WITH ARCHITECTURAL DRAWINGS IN ORDER TO VERIFY SCREENING AT PARAPET HEIGHT. COORDINATE ANY SUBSTITUTIONS PRIOR TO PURCHASE. GENERAL CONDITIONS THIS SYSTEM WILL BE FURNISHED TO GENERAL CONTRACTOR BY HOP CORP. MECH. CONTR. WILL SUBMIT A COMPLETE SET OF SHOP DRAWINGS AND SUBMITTALS TO THE ARCHITECT AND /OR OWNER FOR APPROVAL AS REQUIRED. THE SUBMITTALS SHALL INCLUDE DETAILED EQUIPMENT DRAWINGS SHOWING DIMENSIONS, LOCATION OF UTILITY CONNECTIONS, VIBRATION ISOLATION, SEISMIC RESTRAINTS, PERFORMANCE TABLES, CAPACITIES, AND CALCULATIONS TO BACK UP THE ABILITY OF THE EQUIPMENT TO SATISFY THE LOADS AND CONDITIONS OF THE STRUCTURE. THE SHOP DRAWINGS SHALL SHOW THE ROUTING OF ALL OF THE DUCT WORK AND PIPING, THE METHOD OF AVOIDING ALL OBSTRUCTIONS AND INTERFERENCES, THE LOCATION OF ALL AIR DISTRIBUTION OUTLETS, AND THERMOSTATS, THE SIZE AND LOCATION OF ALL ROOF OPENINGS, CURBS AND PLATFORMS, AND THE CONTROL WIRING DIAGRAMS SHOWING ALA_ EQUIPMENT INTERLOCKING. I. DESIGN BUILD CONTRACT SCOPE OF WORK FURNISH AND INSTALL THE AIR CONDITIONING SYSTEMS WHICH INCLUDE BUT ARE NOT LIMITED TO AIR CONDITIONING UNITS, HEATING UNITS, MAKE -UP AIR AND VENTILATION SYSTEMS, DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, INSULATION, CONTROLS AND THE BALANCING OF ALL FURNISHED SYSTEMS. THE FINAL PRODUCT SHALL BE A COMPLETE WORKING SYSTEM. IL SUPERVISION OF CONTINGENT CONSTRUCTION A. MECH. CONT'R. WILL INSPECT THE MATERIALS AND WORKMANSHIP OF THOSE TRADES WHOSE WORK WILL AFFECT THE INSTALLATION AND /OR THE OPERATION OF THE SYSTEMS INSTALLED BY CONTRACTOR. INSPECTION REPORTS WILL BE FORWARDED TO THE ARCHITECT OR OWNER FOR THEIR FOLLOW -UP. B. SPECIFIC TRADES SUBJECT TO INSPECTION, WHERE APPLICABLE, ARE: 1_1) SYSTEMS AL CONNECTIONS OF ALL PIPING TO MECH. EQUIPMENT (2) ELECTRICAL - FINAL CONNECTIONS OF ALL LINE VOLTAGE VVIRING AND ALL LINE AND LOW VOLTAGE CONDUIT TO MECH. EQUIPMENT AND /OR SYSTEMS (3) FRAMING - OPENINGS, CURBS, AND FLASHINGS FOR MECH. EQUIPMENT AND/OR SYSTEMS III. WORK NOT INCLUDED UNDER THIS CONTRACT THE FOLLOWING ITEMS ARE INCLUDED UNDER OTHER SECTIONS OF THE SPECIFICATIONS AND WILL BE FURNISHED AND INSTALLED BY OTHERS. A. ELECTRICAL WORK 1 ALL LINE VOLTAGE ELECTRICAL WIRING AND CONDUIT, LOW VOLTAGE CONDUIT, INCLUDING FINAL CONNECTIONS OF LINE VOLTAGE WIRING TO ALL EQUIPMENT. (2) ALL ELECTRICAL CONTROLS, DISCONNECT SWITCHES, TRANSFORMERS, MAGNETIC STARTERS, RELAYS TIME CLOCKS AND SWITCHES (EXCEPT AS PROVIDED IN THE PLANS AND SPECIFICATIONS HEREIN). (3) VERTICAL AND /OR HORIZONTAL 2 X 4 SW. BOXES ARE REQUIRED FOR SENSORS NG` WITH SHALL BE N4'-0" LLLATIION O INSTRUCTIONS OR AS NOTED ON DRAWINGS. (4) ALL SMOKE DETECTORS FOR AIR CONDITIONING SYSTEMS TO BE FURNISHED BY MECH. CONT'R. AND INSTALLED AS REQ'D BY THE LOCAL CODES. (5) PROVIDE WEATHERPROOF ENCLOSURES FOR ALL TEMPERATURE CONTROLLERS EXPOSED TO WEATHER. (6) FURNISH AND INSTALL ALL CONTROLS, J- BOXES, PULL BOXES AND WIRING, AND PULL STATION CONDUITS INSIDE WALLS AS DIRECTED, FOR THE HOOD FIRE SUPPRESSION SYSTEM. (7) FURNISH AND INSTALL ALL CONDUITS TO AND BETWEEN HOODS INCLUDING ALL WIRING AND LIGHT BULBS FOR COOK LINE ILLUMINATION. L8OW LOW VOLTAGE WIRNG IS PROVIDED ND INSTALLED Y ELLECTRICAL CONTRACTOR WHERE REQUIRED. B. PLUMBING WORK (1) FURNISH AND INSTALL ALL GAS AND WATER PIPING TO ALL EQUIPMENT AS NOTED ON THE DRAWING INCLUDING A HAND OPERATED SHUTOFF VALVE AT EACH UNIT AND FINAL CONNECTION TO EACH UNIT. DO NOT BLOCK DUCT OR UNIT ACCESS DOORS. (2) FURNISH AND INSTALL ALL CONDENSATE AND OVERFLOW LINES TO A CODE APPROVED RECEPTACLE WITH AN APPROVED P -TRAP, PROVIDED BY CONTRACTOR, AND PITCH A MIN. 1/4' PER FOOT. (3) PLUMBING WORK AND MATERIAL TO CONFORM TO ALL APPLICABLE PLUMBING CODES. (4) INSTALL AUTOMATIC GAS SHUTOFF VALVES FOR HOOD FIRE PROTECTION SYSTEMS. THE VALVE IS FURNISHED BY THE FIRE SUPPRESSION SYSTEM CONTRACTOR. C. GENERAL WORK (1) ALL PAINTING REQUIRED (EXCEPT PRIME COAT OF EQUIPMENT FURNISHED UNDER THIS SPECIFICATION). (2) ALL ROOF PLATFORMS AND ROOF CURBS LEVELING. G_3 ALL ROOF PENETRATIONS, CUTTING, PATCHING, CORING, FRAMING AND DRYWALL OF OPENINGS FOR CEILING DIFFUSERS, REGISTERS, DUCTS, FIRE /SMOKE DAMPERS, FIRE DAMPERS, PIPES, AND ACCESS PANELS (4) ALL FRAMING AND PROTECTION REQUIRED TO FORM CODE APPROVED DUCT AND HOOD ENCLOSURES, INCLUDING FIRE RATED OR INCOMBUSTIBLE CEILINGS EXTENDING A MINIMUM OF 18" BEYOND THE HOOD. (5) ALL WEATHER PROOF SCREENED LOUVERS IN EXTERIOR WALLS. (6) ALL DOOR LOUVERS AND 1" DOOR UNDERCUTS AS NOTED ON DRAWINGS. (7) ALL CEILING AND WALL ACCESS DOORS OF PANELS NOT LESS THAN 12' X 12" REQUIRED TO SERVICE EQUIPMENT OR DUCTWORK. (8) ALL ROOF OPENINGS SHOWN ARE ROUGH INSIDE FRAMING DIMENSIONS AND SHOULD BE COMPLETE WITH CURBS UNLESS OTHERWISE NOTED. SEE ARCHITECTURAL DRAWINGS. (9) ALL ROOF FLASHINGS. (10) PERMANENT ACCESS TO ROOF AS REQUIRED BY CODE. (11) PROTECT ALL FURNISHED AND /OR INSTALLED MATERIALS AND EQUIPMENT FROM DAMAGE. 12 ACCEPT AND STORE ANY MECHANICAL MATERIAL SHIPPED TO THE JOB SITE IN A SECURED AREA FREE FROM DAMAGE OR THEFT. (1 3) PROVIDE STRUCTURAL SUPPORT SUITABLE FOR ALL - THREAD HANGER HODS FOR ALL MECHANICAL EQUIPMENT INCLUDING HOODS. 14) PROVIDE ADEQUATE PASSAGE FOR HOODS FROM THE OFF -LOAD AREA TO THE INSTALLATION LOCATION, INCLUDING SMOOTH SURFACES SUITABLE FOR FURNITURE DOLLIES. SEE DRAWINGS FOR SIZES OF HOODS. L 15) WHERE REQUIRED BY CODE PROVIDE BURGLAR BARS IN ROOF OPENINGS O EQUIPMENT AND DUCTWORK. FOOD SERVICE EQUIPMENT CONTRACTOR (1) FURNISH AND INSTALL ALL STAINLESS STEEL TRIM AND FLASHING BETWEEN THE HOODS AND WALLS AND CEILINGS AS REQUIRED BY JOB CONDITION. (2) HOODS HAVE A BUILT -IN 3" END PANEL. VERIFY THAT THE COOKING EQUIPMENT SETS BACK A MINIMUM 6" FROM THE INSIDE FACE OF THE END PANEL. D. TEMPORARY HVAC (1) EARLY STARTUP: OF THE EVENT C EQUIP GENERAL N RIO CONTRACTOR TO EULARLY REQUIRES SCHEDULED STARTUP HE WILL CONTACT CONTRACTOR FOR A QUOTATION FOR THIS ADDITIONAL SERVICE. 1V. WORK INCLUDED UNDER THIS CONTRACT A. MATERIALS AND WORKMANSHIP (1) GENERAL - IN CONFORMITY WITH PLANS AND SPECIFICATIONS, LOCAL BUILDING CODES, AND ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. (2) APPLICABLE SPECIFICATIONS AND STANDARDS. ALL MATERIAL AND WORKMANSHIP SPECIFIED TO BE IN ACCORDANCE WITH THE LATEST APPLICABLE FEDERAL N.F.P.A., A.S.A., A.S.T.M., A.G.A., AND S.M.A.C.N.A. STANDARDS AND SPECIFICATIONS, B. PERMITS, LICENSES AND INSPECTIONS TO BE OBTAINED AND PAID FOR AS REQUIRED. C. PROTECTION. PROVIDE FOR THE SAFETY AND GOOD CONDITION OF ALL MATERIALS, EQUIPMENT AND ACCESSORY ITEMS. D. LOCATION OF DUCTWORK AND EQUIPMENT. (1) INSTALL AS REQUIRED FOR PROPER INSTALLATION IN AVAILABLE SPACE AVOIDING INTERFERENCE WITH ARCHITECTURAL AND STRUCTURAL MEMBERS AND WORK OF OTHER TRADES. (2) PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGE WAYS CLEAR. (3) INSTALL DUCTS AS SHOWN IN A NEAT MANNER, SYMMETRICAL WITH BUILDING LINES, LIGHTS, ACOUSTICAL TILE PATTERN, ETC. (4) DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE AND ARE SUBJECT TO REARRANGEMENT FOR PROPER INSTALLATION. CERTAIN RUNS OF DUCTWORK AND PIPING SHOWN DISTORTED TO AVOID CONFUSION. E. ACCESS TO DUCTS AND CONCEALED EQUIPMENT. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO PROVIDE THE GENERAL CONTRACTOR WITH THE DESIRED LOCATION ON EACH ACCESS DOOR OR PANEL REQUIRED IN CEILING OR WALLS FOR ACCESS TO ALL CONCEALED DAMPERS, CONTROLLERS, ETC. F. CLEANING OF PREMISES, REMOVAL OF SCRAPS AND INSTALLATION RELATED DEBRIS FORM AREA. LEAVE ENTIRE INSTALLATION IN A NEAT, CLEAN AND USABLE CONDITION. G. HOISTING AND SETTING IN PLACE OF ALL FURNISHED HEATING, AIR CONDITIONING, EXHAUST AND MAKE -UP AIR EQUIPMENT. H. EQUIPMENT. TYPE AND SIZE AS SHOWN AND DESCRIBED ON THE DRAWINGS. I. SHEET METAL WORK (1) GAUGE AND CONSTRUCTION: GALVANIZED SHEET METAL IN ACCORDANCE W (1) RECOMMENDATIONS OF S.M.A.C.N.A. FOR LOW VELOCITY DUCTWORK, LATEST EDITION, AND IN COMPLIANCE WITH ALL NATIONAL AND LOCAL CODES AND REQUIREMENTS. (2) GREASE EXHAUST DUCTWORK: FURNISH DOUBLE -WALL FACTORY - BUILT, INSULATED GREASE DUCT THAT CONFORMS TO THE REQUIREMENTS OF NFPA -96. PRODUCTS SHALL BE LISTED BY ICBO EVALUATION SERVICES, BOCA EVALUATION SERVICEA AND BY SBCCI PST AND ESI AS A ONE -HOUR FIRE RATED GREASE DUCT ASSEMBLY WITH 1" CLEARANCE TO COMBUSTIBLES FOR INSTALLATIONS IN MULTI -STORY BUILDINGS WITHOUT A FIRE RATED ENCLOSURE WHEN PENETRATIONS OF FIRE -RATED PARTITIONS ARE FIRESTOPPED WITH THE MODEL PIC PPK FIRESTOP. INNER WALL SHALL BE CONSTRUCTED OF .035" THICK TYPE 304 STAINLESS STEEL FOR DIAMETERS 6" THRU 36 ". OUTER WALL SHALL BE CONSTRUCTED OF .024" THICK ALUMINIZED STEEL FOR SIZES 6" THRU 36 ". GREASE DUCT SHALL INCORPORATE 1" OF HIGH TEMPERATURE CERAMIC FIBER INSULATION BETWEEN THE INNER AND OUTER WALLS. ALL SUPPORTS, ROOF PENETRATIONS, FAN ADAPTERS, SQUARE -TO -ROUND TRANSITIONS, HOOD CONNECTORS, DRAIN FITTINGS AND EXPANSION JOINTS REQUIRED TO INSTALL GREASE DUCT SHALL BE INCLUDED. ROOF PENTRATION PIECES SHALL BE LISTED PRODUCTS OF THE GREASE DUCT MANUFACTURER. GREASE DUCT EXPOSED TO WEATHER SHALL BE PROTECTED WITH ONE BASE COAT AND ONE FINISH COAT OF HEAT RESISTANT PAINT OR A STAINLESS STEEL SHELL. ALL INNER PIPE JOINTS SHALL BE HELD TOGETHER BY MEANS OF FORMED VEE BANDS AND SEALED WITH P080 GREASE DUCT SEALANT, GREASE DUCT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, MODEL CODE RESEARCH REPORTS AND STATE OR LOCAL CODES. CONTACT METAL -FAB INC. -CHAD CONOVER, NATIONAL ACCOUNTS MANAGER AT (800) 835 -2830 OR chad @metal- fabinc.com. (3) DISHWASHER EXHAUST DUCTWORK TO BE ALUMINUM OR STAINLESS STEEL IN COMPLIANCE WITH ALL APPLICABLE NATIONAL AND LOCAL CODES AND REQUIREMENTS, WITH LONGITUDINAL SEAMS LOCATED AT TOP OF DUCT AND ALL JOINTS AND SEAMS SEALED. (4) DUCT SEALING: ALL DUCT JOINTS, SEAMS, FITTINGS, ETC. SHALL BE SEALED TO NSURE WATER AND AIR TIGHTNESS WITH DUCT SEALANT CASCOTE OR EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. (5) TURNING VANES SHALL BE INSTALLED AT EACH RECTANGULAR DUCT CHANGE OE DIRECTION. MANUFACTURER - DURODYNE OR APPROVED EQUAL, L 6) PAINTING: ALL DUCTWORK VISIBLE THROUGH OPENINGS SHALL BE PAINT FLAT BLACK (7) FLEXIBLE DUCT: (A) MATERIAL: PRE - INSULATED U.L. LISTED CLASS 1 FLEXIBLE FIBERGLASS AIR DUCT, ENCASED IN A FOIL SKRIM VAPOR BARRIER JACKET, CONSTRUCTED OF REINFORCED METALLIZED POLYESTER, "R" FACTOR AS FOLLOWS: SUPPLY AND RETURN DUCTS -R8.0 IN HIGH HUMIDITY AREAS, R6.0 IN AVERAGE TO LOW HUMIDITY AREAS. DUCTS TO MEET REQUIREMENTS ALL FLEX DU D SAMPSON BAND REINFORCING. (B) MANUFACTURER: CASCO DUCT OR APPROVED EQUAL. CC) INSTALLATION: INSTALL IN FULLY EXTENDED POSITION. SUPPORT FLEX DUCT WITH 1 1/2" WIDE STEEL STRAPS AT 3' -0" MAX. (8) MANUAL VOLUME DAMPERS: (A) DAMPERS WITH EXTENDED HANDLES, LOCKING AND INDICATING QUADRANTS TO BE INSTALLED IN EACH BRANCH OF ALL DUCTS AS IN ADDITION TO ANY VOLUME CONTROLS AT OUTLETS. (B) AFTER FINAL ADJUSTMENT OF SYSTEM, LOCK QUADRANTS AND MARK CLEARLY SHOWING DAMPER POSITION, OPEN AND SHUT POSITIONS. (C) DAMPERS IN ROUND DUCTS SHALL BE OF THE SINGLE BLADE TYPE. (D) DAMPERS IN RECTANGULAR DUCTS: DUCTS 11" IN HEIGHT OR LESS SHALL BE OF THE SINGLE BLADE TYPE. DUCTS 12" IN HEIGHT OF HIGHER SHALL BE OF THE OPPOSED BLADE TYPE. (9) FIRE DAMPERS: WHERE REQUIRED BY LOCAL CODES AT DUCT PENETRATIONS OF RATED WALLS AND CEILINGS, SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE LOCATION OF ALL RATED WALLS AND CEILINGS. J. INSULATION (1) DUCT LINING: ALL SUPPLY AIR PLENUMS TO BE LINED WITH 1" FIBERGLASS, 1 -1/2" PCF DENSITY, DUCT LINER -LINED FACED WITH BLACK FIRE RESISTANT COATING MEETING REQUIREMENTS OF NFPA 90A AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. ALL EXPOSED ENDS OF INSULATION TO BE GLUED. ALL INSULATION TO BE GLUED AND PIN SPOTTED. (2) DUCT INSULATION: ALL SUPPLY AIR AND RETURN AIR DUCTWORK INSTALLED IN CONCEALED SPACES SHALL BE WRAPPED WITH 1 -1/2" THICK FOIL -BACK ULTRA LIGHT INSULATION MINIMUM 3/4 POUND DENSITY WITH FSK VAPOR BARRIER, OR BOTH LINED AND WRAPPED AS SPECIFIED BY THE NOTES ON SHT. M -2 (3) MINIMUM STANDARD OF INSULATION: END JOINTS ARE CLOSED WITH 2" OVERLAPPING VAPOR BARRIER FLAP AND 2" JOINT FLAP I5 FORMED OVER LONGITUDINAL JOINT. OVERLAPPING FLAPS ARE STAPLED AND SEALED WITH PRESSURE SENSITIVE TAPE OR PLAIN TAPE APPLIED WITH MASTIC. (4) AS MANUFACTURED BY OWEN /CORNING OF APPROVED EQUAL. K. AUTOMATIC TEMPERATURE CONTROLS. EQUIPMENT IS INDICATED ON DRAWINGS. ALL LOW VOLTAGE WIRING MUST BE 18 GAUGE COLOR CODED, SHIELDED FOR SENSORS. L. BALANCING (1) BALANCE, ADJUST AND TEST ALL AIR MOVING EQUIPMENT, AIR DISTRIBUTION, HEATING SYSTEMS, EXHAUST AND MAKE -UP SYSTEMS AS SPECIFIED AND AS INDICATED ON DRAWINGS TO N.E.B.B. STANDARD. (21 BALANCING AND TESTING SHALL NOT BEGIN UNTIL ALL SYSTEMS ARE COMPLETED AND IN FULL WORKING ORDER. (3) CHANGES IN ALTERS, DRIVES, AND DAMPERS OR THE ADDITION OF DAMPERS, CONTROL DEVICESS OR GAUGES REQUIRED TO CORRECT BALANCE AS REQUIRED SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. (4) ALL EQUIPMENT AND SYSTEMS SHALL BE RUN THROUGH THEIR CYCLE TO CHECK FOR CORRECT WIRING AND SEQUENCING. (5) ALL INSTRUMENTS FORMS AND PROCEDURES SHALL MEET THE REQUIREMENTS SET FORTH BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (N.E.B.B.). (6) A COPY OF THE BALANCING REPORT SHALL BE SENT TO THE ENGINEER, ARCHITECT AND OWNER. V. WARRANTY (1) THE HVAC SYSTEM TO BE FREE OF DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. (2) THAT ALL EQUIPMENT FURNISHED AND INSTALLED WILL CARRY A MANUFACTURER'S REPLACEMENT PART WARRANTY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. (3) THAT ALL AIR CONDITIONING COMPRESSORS FURNISHED AND INSTALLED WILL CARRY AN ADDITIONAL FOUR YEAR MANUFACTURER'S PARTS REPLACEMENT WARRANTY AT EXPIRATION OF ORIGINAL ONE -YEAR WARRANTY, AND THAT A HEAT EXCHANGERS WILL CARRY AN ADDITIONAL NINE YEAR PARTS REPLACEMENT WARRANTY. NOTE: ALL WARRANTIES ARE NULL AND VOID: (1) IF ROUTINE QUALIFIED MAINTENANCE HAS NOT BEEN PERFORMED ON HE SYSTEMS. (2) IF THE SYSTEMS HAVE BEEN ABUSED, NEGLECTED OR DAMAGED. O CC CP CC it � µ = m � s 4 11 4 L =s • z �7 E-;" w �o • 0 • • � o µ - � =6: o o v W CC L 8 3 3 0 ;=": � = 7 " c4 =E17. '" 0 0 0 0 0 0 = o 2 0 • RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 AIR DISTRIBUTION SYMB. MFG'R MODEL UNIT & DUCT SIZE OPENING IN STRUCTURE DESCRIPTION A TITUS PAS -AA 18 "x18" NK T -BAR PERF. CEILING DIFFUSER Z g Ce Z a I . tri W B TITUS OMNI 10 "0 NK T -BAR SQUARE PANEL CEILING DIFFUSER DATE B1 TITUS OMNI 8 "0 NK T -BAR SQUARE PANEL CEILING DIFFUSER Alik TITUS OMNI 6 "0 NK T -BAR SQUARE PANEL CEILING DIFFUSER C F m 750 TMS -A 10 "0 NK T -BAR SQUARE CONE CEILING DIFFUSER . TITUS �r ® TITUS TMS 8 "0 NK T -BAR CEILING DIFFUSER DATE: 03-21-2008 D TITUS 272RS 8 "x8" NK HARD LID DOUBLE DEFL. BLADE CEILING DIFFUSER 4 all TITUS CT -540 �� DUCT 4 -0 LONG SIDE WALL LINEAR BAR SUPPLY DIFFUSER 4OF © TITUS PAR -AA 22 "x22" NK T -BAR PERF. RETURN GRILLE NV TITUS 25R 22 "x22" NK T -BAR NARROW TEE RETURN GRILLE C IF CF TITUS 25R 12 "0 NK HARD LID RETURN O G ISLE • RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 AIR BALANCE DATA BALANCE DATA SYMB. SEAL: ,,..: 4,1 i. G - Nb L - Nc' 81''�� i RETURN AIR -CFM ' 1 1 W IX ill o CO w < -1 z g a. `. o L41 °Le J = Y I- = i1 I— AC a en .s, w Im 990 hz o _1 Em AC Z g Ce Z a I . tri W AC 3000 2460 540 NO. REVISION /ISSUE DATE UA 730 4720 Q Alik 1735 Mir m 750 6 1350 ler ® 1350 a 1180 CFM POSITIVE PROJECT NUMBER: 3083 ihop soufhcenfer fukwila wa DATE: 03-21-2008 DRAWN BY: SHEET TITLE SCHEDULES SI-IEET NUMBER: M - 1A CITY SUBMITTAL KITCHENAIR AIR BALANCE DATA BALANCE DATA SYMB. SUPPLY AIR -CFM RETURN AIR -CFM OUTSIDE AIR -CFM EXHAUST AIR -CFM BLDG. PRESS. AC 1200 990 210 AC 5000 AC 3000 2460 540 AC 4 UA 730 4720 Q Alik 1735 Mir m 750 6 1350 ler ® 1350 a 1180 CFM POSITIVE 1735 Q 530 4 ® 720 a TOTAL 5,470 6,070 10% NEGATIVE (600 CFM) BUILDING AIR BALANCE DATA SYMB. SUPPLY AIR -CFM RETURN AIR -CFM OUTSIDE AIR -CFM EXHAUST AIR -CFM BLDG. PRESS. KITCHEN 600 AC 5000 3200 1800 AC 2000 1270 730 Q 750 6 TOTAL 2530 1350 a 1180 CFM POSITIVE OUTSIDE AIR CALCULATION BASED ON 2006 IMC TABLE 403.3, NET FLOOR AREA, NOT TOTAL SQUARE FOOTAGE. (REFERENCE TABLE 403.3, FOOTNOTE a.) RESTROOMS ARE EXHAUSTED AT A MINIMUM OF 75 CFM PER WC /UR (SEE EXHAUST SCHEDULE) RESTROOM OSA IS SUPPLIED VIA TRANSFER AIR (REFERENCE TABLE 403.3, FOOTNOTE g, SECTION 403.2.2.) OFFICE @ 7PP /1000 SQ.FT. @ 20 CFM PP 40 SQ.FT. X 0.14— 5.6 CFM OSA RECEPTION @ 60PP /1000 SQ.FT. @ 15 CFM PP 230 SQ.FT. X 0.9=207 CFM KITCHEN @ 20PP /1000 SQ.FT. @15 CFM PP 986 SQ.FT. X 0.3 =295.8 CFM OSA DINING ROOM @ 70 PEOPLE PER 1000 SQ.FT. @ 20 CFM PP 1657 SQ. FT. = X 1.4= 2319.8 CFM OSA 3840.8 TOTAL MINIMUM CFM OSA REQUIRED SEE EQUIPMENT SCHEDULE(S) AND BALANCE OSA TO CFM SHOWN. PACKAGED GAS / ELECTRIC A/C UNITS SYMB. MFG'R YORK PREDATOR YORK MAGNUM YORK MAGNUM YORK PREDATOR MODEL DJ150N10P2 (12 1/2 TON) DJ060D06N2 (5 TON) CFM 5000 2000 DJ036N04N2 1200 (3 TON) DH090N10B2 3000 (7 -1/2 TON) OSA CFM 1800 730 210 540 EXT. S.P. 0.5" 0.5" 0.5" 0.5" TOTAL CAPACITY (BTUH) COOLING OUTPUT 159,000 59,200 35,500 85,500 HEATING INPUT 100,000 60,000 40,000 100,000 HEATING OUTPUT 80,000 48,000 ELECTRICAL DATA RLA UNIT FLA HP 5.0 5.0 5.2 5.2 2.0 VOLT 208 208 208 208 0 3 3 3 3 FUSE SIZE 80 30 25 45 MCA • 67.1 29.1 17.9 37.1 EER 11.5 13 SEER 13 SEER 11.5 OPER. WEIGHT 1690 660 615 885 DESIGN TEMPERATURE, F° SUMMER WINTER 80/64 26 ZONE SERVED DINNING LEFT DINING RIGHT KITCHEN KITCHEN REMARKS 00 32,000 80,000 00 A. FOR HOODS, REFER TO DRAWINGS K -1 & K -2. Q PROVIDE WITH FACTORY ROOF CURB & HVACR BREAKER.. O PROVIDE WITH ECONOMIZER 03 PROVIDE WITH BARAMETRIC RELIEF DAMPER EXHAUST FAN SCHEDULE MARK MANUFACTURER COOK COOK COOK COOK COOK MODEL ACRU -B 135R4B ACRU -B 120R3B ACRU -B 100R2B ACE -B 100C2B ACE -B 100C2B TYPE ROOF MTD UPBLAST BELT ROOF MTD UPBLAST BELT ROOF MTD UPBLAST BELT ROOF MTD DOWNBLAST BELT ROOF MTD DOWNBLAST BELT 4REA SERVED LINE HOOD END LINE HOOD CENTER FRYER HOOD DISH HOOD RESTROOMS CFM 1735 1350 530 720 750 E.S.P. (IN. W.G.) 0.5 0.5 0.5 0.5 0.375 FAN RPM 1350 1500 1460 1640 1600 H.P. 1/3 1/4 1/6 1/6 1/6 ELECTRICAL VOLTS 115 115 115 115 115 PH. 1 1 1 1 1 HZ. 60 60 60 60 60 OPER. WEIGHT (LBS.) 115 100 75 50 50 REMARKS 00 00 00 00 0 PROVIDE WITH FACTORY ROOF CURB. 0 INTERLOCK WITH MUA -1. 0 TO RUN CONSTANTLY. MAKE UP AIR UNIT SCHEDULE MARK MANUFACTURER REZNOR MODEL ADF -500 TYPE UL LISTED ROOF MTD. BOTTOM DISCH. AREA SERVED KITCHEN HOOD CFM 4720 E.S.P. (IN W.G.) 0.4 FAN P 1100 FAN H.P. 5 ELECTRICAL VOLTS 208 PH. 3 HZ. 60 HEATING INPUT BTUH 500,000 OUTPUT BTUH 400,000 WEIGHT 1480 LBS 0 0 0 000 NOTE: MAKE UP AIR UNIT FAN MAY BE REFERRED TO AS SF -1 ELSEWHERE IN PLANS. O OPTIONS: ELECTRONIC MODULATION WITH DUCT SENSOR, SINGLE SIDE ACCESS (SEE PLAN), 10% OSA HOOD WITH MOISTURE ELIMINATORS AND 1" PERMANENT FILTERS. O USE FACTORY ROOF CURB. ® INTERLOCK WITH EXHAUST FANS 1 -4 BY ELECTRICAL CONTRACTOR. 04 EQUIP WITH 4 SETTINGS: OFF (INCLUDING INTERLOCKED FANS), FAN, FAN +HEAT (MODULATING; SENSOR CONTROLLED), HEAT MANUAL OVERRIDE. ® MAINTAIN MFG. CLEARANCES OF 18" ON EACH SIDE AND 52" ON RIGHT SIDE FOR FURNACE. 06 EQUIP WITH: INTERMITTANT IGNITION DEVICE, DAMPER. CONTROLS SYMB. MFG'R JOHNSON CONTROLS JOHNSON CONTROLS BRK MODEL JOHNSON CONTROLS JOHNSON CONTROLS DH100ACDCLP JOHNSON JOHNSON CONTROLS CONTROLS DESCRIPTION ETL LISTED NC CONTROL PANEL WITH INTERLOCK WIRING FOR SMOKE DETECTOR AND ANSUL SYSTEM SHUTDOWN DPST LINE VOLTAGE THERMOSTAT (IN MANAGERS OFFICE) (QTY. - 1) IN -DUCT SMOKE DETECTOR (QTY: 3) WITH PIEZO AND ANNUNCIATOR ELECTRONIC REMOTE INDOOR SENSOR FOR RETURN AIR (QTY. - 4) REFRIGERANT LEAK DETECTOR NOTE PER 2006 IMC 1105.3, A MACHINE ROOM IS NOT REQUIRED DUE TO REFRIGERANT QUANTITIES IN EACH INDEPENDENT SYSTEM NOT EXCEEDING AMOUNTS SHOWN IN TABLE 1103.1 FOR 1000 CUBIC FEET OF KITCHEN, BASED ON 11 ,305 CU.FT. KITCHEN. (1330 SQ.FT.x 8' -6 "H.) REFRIGERANT LEAK DETECTOR NOT REQUIRED. SEE KITCHEN DRAWINGS FOR SPECIFICS REGARDING WALK -IN UNITS. 00 O z c 0 -o m n = c H D 0 0 0 m - _ 0 D 0 m 0 0 x N 1 1 ANL 14"x12" - 1. } 03 of 4D 8 "x10" m 18 "x12" 00 C ..,41111.111111111 ..,4111111111111111 \\\\\\ \\ \ \\\ \ \ \ \\\\ \\ \ \\ \\\ \ , t 12 "x12" 18 "x12" 20 "x14" 22 "x1 yr . JI fa 14 "x12' 1 • .. ......./ THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS Of SERVICE AND ARE THE PROPERTY Of RAM GROUP ARCHITECTS, PLLC. ALL DESIGNS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR THE USE OF THE SPECIFIED PROJECT AND SHALL HOT BE USED FOR ANY OTHER PROJECT NITROUF THE EXPRESSED WRITTEN PE RMISSIDN Of RAM GROUP ARCHITECTS, PLLC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND DIMENSIONS AND CONDITIONS INDICATED ON THE DRAWINGS. SHOULD IT APPEAR THAT ANY WORK COVERED BY THE CONTRACT IS NOT SUFFICIENTLY DETAILED OR EXPLAINED; OR If CONFLICTING INFORMATION EXISTS, THE CONTRACTOR SHALL NOTIFY RAM GROUP ARCHITECTS, PLLC IN WRITING. RAM GROUP ARCHITECTS, PLLC SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS CAUSED BY THE CONTRACTOR'S EAILURE TO PROPERLY NOTIFY RAM GROUP ARCHITECTS, PLLC PRIOR 10 WORK DEING COMMENCED. SHOP DRAWINGS SHALL BE SUBMITTED TO RANI GROUP ARCHITECTS, RIOR TO , PL1C SHALL BE NOTIFIED PROCEEDING WITH ANY WORK. WRITING Of ANY DEVIATIONS FROM THE K.) m 3 m r g m Z > w CO a z 0 m STORE NO. LOCATION: SOUTHCENTER SQUARE BUILDING "S" - SUITE 104 17250 SOUTHCENTER PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON r- n CD THESE DRAWINGS ME COPYRIGHTED INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF RAM GROUP ARCHfifCTS, PLLC. ALL DESIGNS AND OTHER INFORMATION ON THE DRAWINGS ME FOR THE USE OF THE SPECIFIED PROTECT AND SHALL NOT BE USED FOR ANY OTHER PRU]fCi Wli+fQUT THE f1tPRfiSED WRITifN PERMISSION OF RAM GROUP ARCHITECTS, PLLC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERITY AND BE RESPONSIBLE FOR ALL DIMENSiONS MD CONDITIONS ON THE JOB AND RAM GROUP ARCHITECTS, PLLC SHALT BE NOTIFIED IN WRITING OF ANY DEVIATIONS FROM THE DIMENSIONS AND CONDITIONS INDICATED ON THE DRAWINGS. SHOULD IT APPEAR THAT ANY WORK COVERED BY THE CONTRACT IS NOT SUFFICIENTLY DETAILED OR EXPLAINED; OR IF CONFLICTING INFORMATION EXISTS, THE CONTRACTOR SHALL NOTIFY RAM GROUP ARCHITECTS, PLLC IN WRITING. RAM GROUP ARCHITECTS, PLLC SHALL NOT 9E RESPONSIBLE FOR ERRORS OR OMISSIONS CAUSED BY THE CONTRACTOR'S FAILURE TO PROPERLY NOTIFY RAM GROUP ARCHITECTS, PLLC PRIOR TO WORT{ BEING COMMENCED. SHOP DRAWINGS SHALL BE SUB a3 K 0 m 0 0 .L..... K r-1-1 r D acr PP c `J PP W gi g_ m CO 0 0 2 STORE NO. LOCATION: SOUTHCENTER SQUARE BUILDING "S" - SUITE 104 17250 SOUTHCENTER PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD, TUKWILA, WASHINGTON r York Packaged Rooftop Units (AC) General: Each York AC Unit shall be controlled by a stand -alone microprocessor based controller with resident control logic. The BAS shall perform the following rooftop control strategies, provide the points listed on the points list and provide the specified monitoring and diagnostics. 1. Occupied Mode - All unit functions will be enabled for normal heating and cooling operation. Unit defaults to thermostat mode when communication with BAS is lost. 2. Normal Operation - When in occupied mode as described above, the dedicated unit control shall operate stages of heating and cooling to maintain space temperature setpoint. Set points shall be reset through BAS by the operator. Starting Mode: When the unit is turned on by the BAS for optimal start, heating or cooling is provided as required. The outside air dampers, if provided, remains closed, in heating mode, until occupied time. Coast -Down Mode: When the unit is turned "OFF" by the BAS for optimal stop, the supply fan remains "ON ", the outside air damper remains open for ventilation, and a setpoint offset is initiated to limit heating and cooling. Space comfort is protected by the user defined setpoint offset. Duty Cycle Mode: When the unit is duty cycled "OFF" it is put in a user - defined Duty Cycle Mode. User defines max/min temperature limits to ensure occupant comfort and override duty cycle if limits are exceeded. Demand Limit Mode: Through the BAS a user defined Demand Limit Mode shall be available. User defines maximum off time and temperature to ensure occupant comfort. Night Setback Temperature Control: When the BAS selects unoccupied mode, the unit shall be controlled to maintain user defined unoccupied heating and cooling set points. The outdoor air damper remains closed during heating night setback operation, if provided. Nighttime Free -Cool Purge Mode:An "economizer only" cooling cycle shall be provided during unoccupied hours when outdoor air conditions are suitable and the zone requires cooling. Low Ambient Compressor Lockout: Compressor operation shall be disabled below a user defined outdoor air temperature. Timed Override: When a timed override is initiated by the user, the unit will return to its user defined normal occupied mode for the user determined period of time. Fire Shutdown: The unit will shut down in response to a customer supplied contact closure to the BAS indicating the presence of a fire or other emergency condition. Manual Mode Selection: The BAS Operator shall be able to select the following unit operating modes: Duct Heater (DH) 1. Heating 2. Cooling Unit Status Report: For each AC unit, the BAS shall provide an operating status summary of all sensed values (zone temperature, discharge temperature, etc.) set points and modes. Diagnostic /Protection: The BAS system shall be able to alarm from all sensed points from the rooftop units and diagnostic alarms sensed by the unit controller. Alarm limits shall be designated for all sensed points. Multi- Purpose Application Controller: 1. Duct Heater shall be controlled by the Multi- Purpose Application Controller as specified on the Mechanical Drawings. Lighting Control 2. The Multi- Purpose Application Controller shall control the Duct Heater and maintain desired space temperature based upon input from the space temperature sensor. Troubleshooting: 1. Manual Output Test - The Multi- Purpose Application Controller shall be able to manually exercise all outputs for troubleshooting. This shall be done through a binary input at the controller. 2. Unit Identification - The Multi- Purpose Application Controller shall have the capability of flashing and LED upon receiving a command from a service tool or BAS. The Custom Application Controller shall also have a binary input which will send the unit address to a service tool or BAS for unit identification. This input shall be accessible at the Multi- Purpose Application Controller and the unit zone sensor. Communications: Data Sharing - All Multi- Purpose Application Controllers shall be able to communicate in a peer -to -peer environment over a twisted pair of communications wire. Multi- Purpose Application Controller: 1. Lighting Circuit shall be controlled by the Multi- Purpose Application Controller as specified on the Electrical Drawings. Troubleshooting: 1. Manual Output Test - The Multi- Purpose Application Controller shall be able to manually exercise all outputs for troubleshooting. This shall be done through a binary input at the controller. Application Communications: Data Sharing - All Custom Multi- Purpose Application Controllers shall be able to communicate in a peer -to -peer environment over a twisted pair of communications wire. Kitchen Unit Controls 2. Common area lighting shall be on during normal hours and switched to partial lighting during specified night time hours as specified on the Electrical Drawings. 2. Unit Identification - The Multi- Purpose Controller shall have the capability of flashing and LED upon receiving a command from a service tool or BAS. The Custom Application Controller shall also have a binary input which will send the unit address to a service tool or BAS for unit identification. This input shall be accessible at the Custom Application Controller and the unit zone sensor. The Make -up Air Fan, SF -1, and the Kitchen Exhaust Fans associated with the Kitchen Hood, EF -1 through EF -4, shall be controlled via the time schedule in the York Johnson controls Building Controller. These fans shall be interlocked with two manual switches (manual wall switches and their installation and wiring are not part of this scope and shall be furnished by others). One switch will provide a timed manual override of the entire Kitchen Hood System and associated fans. the second switch shall provide a positive manual shutdown of the entire Kitchen Hood System and associated fans in case of emergency. The system will not start if the manual shutdown switch is in the emergency shutdown position. The operating status of SF -1 and EF -1 through EF -4 will be monitored in the York Johnson controls Building Controller. The York Johnson controls Building Controller shall annunciate an alarm if any fan is not operating after being commanded on. Dishwasher Exhaust Fan The Dishwasher Exhaust Fan, EF -5, shall be commanded to operate any time the dishwasher is activated and continue to run for thirty (30) minutes (adjustable) after the dishwasher is turned off to remove moisture. The operating status of EF -5 will be monitored in the York Johnson controls Building Controller. The York Johnson controls Building Controller shall annunciate an alarm if the exhaust fan is not operating after being commanded on. Smoking Section Controls If there is a smoking section the AC -5 shall have a powered exhaust economizer with a two speed fan. During all occupied hours the powered exhaust shall operate on a lower speed to create a negative static pressure in the space and the fresh air damper shall be at minimum. During economizer mode the powered exhaust shall run at full speed and the fresh air damper shall go to a maximum setting still maintaining a negative pressure in the space relative to the neighboring rooms. END OF SECTION BUILDING CONTROL SYSTEM - DDC PART 1: GENERAL 1.01 CONTROL SYSTEM DESCRIPTION The control system shall consist of a network of communicating HVAC equipment and communicating input/output modules to monitor and control a full array of ancillary (both analog and binary) devices and sensors. The system shall have independent stand -alone capabilities. All independent devices in the system network shall be viewable and editable from a central system panel or from a computer communicating either directly or remotely with the central system panel. All independent equipment and input/output modules shall reside on the LonTalk FTT -10A network, and provide data using LonMark® standard network variable types and configuration properties. The system panel shall be equipped with a pretested factory installed internal modem. A. General: The control system shall be as indicated on the drawings and described in the specifications. A. Direct Digital Control (DDC) technology shall be used to provide the functions necessary for control of mechanical systems on this project. A. The control system shall be designed such that each mechanical system will be able to operate under stand -alone control. As such, in the event of a network communication failure, or the loss of any other controller, the control system shall continue to independently operate under control. 1.02 GENERAL FUNCTIONS A. The 32 -bit microprocessor based control system panel shall provide the following control for each zone and for all connected loads and HVAC equipment. Occupied and Unoccupied Temperature Control Setpoints 1. Timed Override 2. Time and date a Alarm Log 4. Security 5. Remote monitoring - dial in /network 6. User interface & Display - touch screen 7. Communicate to equipment via a open industry standard protocol 1.03 REGULATORY AND QUALITY ASSURANCES A. The controls system shall be listed by Underwriters Laboratories Inc. for Enclosed Energy Management Equipment under UL #916. B. The building control panel shall comply with Federal Communications Commission (FCC) Regulation, Part 15, Subpart J, for Class A computing devices. C. All wiring shall be in accordance with the National Electrical Code and all Local electrical codes. D. Controllers shall be manufactured within an 180 -9001 certified facility. 1.04 APPROVED CONTROL SYSTEM CONTRACTOR A. Approved Control System Contractors: Company Name Contact 1. Johnson Controls 2. ECI Controls Systems Rosenberry 1.05 TYPE OF SYSTEM Address 480 -894 -9490 A. The controls shall be composed of an independent, standalone, microprocessor -based system control panel. The system panel shall provide centralized control for distributed standalone unit controllers located on each rooftop, heat pump or split system HVAC equipment, new or existing. The panel shall monitor and communicate with each HVAC unit controller and provide for scheduling, diagnostic or alarm messages, and coordination of occupied and unoccupied setpoints. Part 2: Products 2.01 ACCEPTABLE MANUFACTURERS A. Acceptable systems are: Control System Manufacturer Product Line York Johnson Controls ECI CONTROL SYSTEMS ARIZONA, INC. per specifications herein Nick A. The Contractor shall use only the listed manufacturer's products as shown in section 1 of this division. When a 2.02 pft gt EIWAltponent is referred to by manufacturer's name and /or model number, the Contractor shall use only Atats system shall consist of a system panel with graphical interactive touch screen display. All standard setup and daily operator functions shall be available through the touch screen display. The installer shall be able to install, configure, and commission the entire system to operate on a schedule and to specific setpoints without the use of a personal computer. A single red flashing LED for indicating alarm conditions shall be displayed at the panel. A single green LED indicating normal operation shall be displayed at the panel. B. Upon system panel power -up, all connected units, auxiliary loads, outdoor air sensor, and /or zone dampers shall automatically identify themselves over the communication link. The following capabilities shall be editable for the auto - configured units and zone dampers from the local touch screen display: 1.Setting the system time and date 2. Setting unit(s) or zone(s) with occupied and unoccupied daily schedules. Ten schedules are available for grouping the devices and HVAC equipment on the Johnson controls. 3. Initiating timed override for extended occupied operation for each unit for a fixed time interval 4. Enable, disable, or limit the range of the setpoint indicator on the zone sensor 5. Allow the operator to custom name devices 6. All connected auxiliary loads controlled through a system binary output shall be independently editable for scheduling from the local touch screen display 7.Detailed equipment status shall be available with no end user programming. Points available: Standard LonTalk Communications profile for a space comfort controller (SCC) profile on a rooftop unit. a. Inputs: space temperature, setpoint, setpoint offset, occupancy schedule, occupancy manual command (override), occupancy sensor, application mode, HVAC mode heat/cool, fan mode, compressor enable, auxiliary heat enable, econ enable, emergency override, object request input b. Outputs: space temperature, effective setpoint, unit status, effective occupancy, HVAC mode heat/cool, setpoint, fan speed, discharge air temp, abs power consumption, terminal load output, space RH, outdoor RH, outdoor temperature, alarm message output C. Configuration: heartbeat, location label, bypass time, outdoor air damper position, unit type, supply fan configuration, cool type, heat type 8. Detailed equipment status shall be available with no end user programming. Points available: Standard LonTalk Communications profile for a space comfort controller (SCC) profile on a split system. a. Inputs: Current space temperature, Active space setpoint, Universal Input (4 -20 mA), Outdoor Air Temperature, Occupancy, Fan Status a. Outputs: Supply Fan, Cool 1 / compressor 1, Cool 2 / compressor 2, Heat 1 /Reversing Valve, Heat 2, Economizer open, Economizer close a. Split System OPERATING STATUS: Occupancy , manual override status, Active application or operation mode (heat/cool /off), and how many stages are active, Fan mode, Occupancy schedule, Controller ID (address), Heating type and capacity, Cooling type and capacity d. The control panel shall provide the following control functions for each split system. 1.Turn each compressor on or off 2. ON /Off /AUTO mode control 3. Schedule all split systems for heating night setback 4. Schedule all split systems for a heating morning warm -up 5. Schedule all split systems for optimum start and provide a program that automatically adjusts on a daily basis the morning start-up time based on the zone temperature versus the occupied setpoint and the historical recovery rate for each unit e. Each split system shall be provided with a sensor that has an after hours override button. The occupant shall be able to override any scheduled night setback/setup period for two hours of after hours comfort by depressing the button for a period of 2 -5 seconds. The override shall also be cancelable from the sensor at any time during the override with the use of a Cancel button. C. Power shall be 24V, 50/60 Hz. The control system shall contain its own on -board isolation transformer or a dedicated transformer shall be provided. C. Operating temperature range shall be 32 F to 120 F. C. Operating humidity range shall be 10% to 90% non - condensing. 2.03 EMBEDDED SOFTWARE OR PANEL OPERATING SYSTEM A. Software Integrity - All schedules and setpoints shall be resident in EEPROM along with the clock function. If battery backup is required to maintain software or the system clock as described above, this contractor shall provide battery maintenance for five years from date of project acceptance; costs to be included in this bid. B. The touch screen display shall prompt the infrequent user for alarms, schedules, viewing equipment or zones, initiating timed overrides, and setup. Once a prompt has been selected the operators interface shall provide adjustment of: 1.The system time and date 2. Heating and cooling, occupied and unoccupied setpoints for each zone or constant volume unit 3. Changing and copying schedules for each unit or zone, or load 4. Viewing alarms 5. Monitoring temperatures, operating modes, on /off statuses and failure conditions 6. Holiday and Exception dates 7.Units of temperature 8. Daylight Savings Time 9. Optimal Start C. Time - of-Day Scheduling - The system panel shall allow ten schedules to group devices. Each schedule shall be able to have a separate schedule with two on and two off events per day. The panel shall be capable of optimally starting (achieving desired conditions at precise time of occupancy) the HVAC units based on individual unit recovery ramps. Time -of -Day scheduling shall be continuous, such that if power is lost, on power -up the panel will look back for each device to see whether is should be on /off or in occupied /unoccupied temperature setpoints. If necessary, the software will look back at the previous day's schedules to determine the desired state of each device /zone. D. Holiday and Exception Schedules - Through the central panel or computer there shall be a minimum of twenty (20) defined Holiday or Exception dates. E. Alarm Log - The last 64 alarms shall be maintained for review at the building control panel display or connected computer. The panel shall have the capability to call out on the modem to a pager and deliver the alarm or event. F. Optimum Start - The software shall determine the optimum time to turn on the rooftop equipment based upon the previous day's recovery ramp. The software shall store this data and make daily corrections to the degrees /hour ramp. G.Timed Override - Each scheduled device shall be able to be overridden at the system control panel to the occupied mode for up to four hours. The override shall also be cancelable from the control panel at any time during the override. H. Daylight Savings Time - The system panel software shall automatically update time according to daylight savings at the legislated time and date and reset time at the end of the daylight savings period. This function shall be able to be disabled. In addition, if the legislative dates for the start and stop of daylight savings time should be changed, the system panel shall be editable to calculate the new dates based on day -of- the - month, week -in- the -month and the month and then automatically resume the new daylight savings parameters. I. Temperature Units - All temperature inputs connected directly to the control panel or communicating over the communications link shall be able to display temperature inputs in degrees Fahrenheit or in degrees Centigrade, selectable from the front keypad. J. Multiple Languages - The control panel display shall support multiple languages. Available languages shall be selectable at time of setup. K. Security - Upon initial start up the factory default security level shall secure the building control panel from each of the following local capabilities: changing time and date, changing setpoints, changing schedules, and initiating timed override. The security password shall be provided in the installation manual. L. Expansion - The ability to add additional HVAC units to the system without any additional hardware. M. Modem - A modem shall be provided to allow for complete dial -in access. It shall be possible to retrieve and save a system panel's database and to download that database from a remote location over standard telephone lines. N. Local Area Network (LAN) - An Ethernet card shall be optional. The LAN option shall allow the system control panel and PC workstation to reside on an existing owner provided Ethernet LAN infrastructure. Each system control panel on the network shall be capable of routing alarms and messages to a single user designated PC workstation or email address. O. The integral modem shall also enable auto -dial out of alarms including equipment failures and temperatures out -of -range for automatic annunciation and logging at a remote PC Workstation location or pager. P. Critical alarms - The operator shall be able to designate certain alarms as critical. Any critical alarm can be setup to dial -out to a remote location, while a non- critical alarm will not initiate a dial -out. Q. Security - Multi -level (Daily Operator and System Supervisor) security must allow or deny editing access to various supervisor - designated parts of the system. Security shall protect editing of the system features available on the touch screen display as well as through the computer interface. Security shall not prevent "viewing" any display screen regardless of assigned security level. 2.04 ROOFTOP UNIT CONTROLS A. The system control panel shall be capable of communicating with each individual rooftop and monitoring various points. The control manufacturer shall provide one controller per rooftop that communicates back to the main control panel. The rooftop controller shall communicate to the main control panel in an industry standard open protocol. B. The rooftop controller shall be capable of monitoring and communicating the following information back to the system control panel: 1. INPUT POINTS a. b. c. d. 0. f. g. h. j. k. m. n. o. P. q. r. 5. t. Current space temperature Active space setpoint Occupied & unoccupied cooling setpoint Occupied & unoccupied heating setpoint Cooling low limit Heating high limit Economizer position Outside temperature Outside RH % CO2 level Smoke /fire alarm status Heating status Economizer enable /disable status Compressor on /off status Supply fan on /off status Compressor lockout Condenser fan on /off status by fan Supply fan failure Dirty filter Occupancy sensor position 2. ROOFTOP OPERATING STATUS u. Occupancy manual override status v. Active application or operation mode (heat/cool /off)and how many stages are active w. Fan mode x. Occupancy schedule y. Rooftop controller ID (address) z. Heating type and capacity aa. Cooling type and capacity 0 ■ � ▪ = amn } C. J CC = • . 0 W a 0 } T • CL o5 Cl = • d z W o _ =o � 4 = a 0 = cc 0 11 1 C.0 , g 4 - � _= w � o •-• o 0 4 O µ a g o o 0 • 0 = W 9 .= s ▪ q 11-1 - = 0 111 A 1111 RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 SEAL: a No_ W 0 J Q CO >, a < Cn E W o a oti zz § 0 13 " Z L Z 0 S § R- EVISION /ISSUE DATE PRO]ECT NUMBER: 3083 ihop sou{hcenler hikwila wo DATE: 03 -21 -2008 DRAWN BY: SHEET TITLE MECHANICAL SPECIFICATIONS AND DIAGRAMS SHEET NUMBER: M-4 CITY SUBMITTAL York Packaged Rooftop Units (AC) General: Each York AC Unit shall be controlled by a stand -alone microprocessor based controller with resident control logic. The BAS shall perform the following rooftop control strategies, provide the points listed on the points list and provide the specified monitoring and diagnostics. 1. Occupied Mode - All unit functions will be enabled for normal heating and cooling operation. Unit defaults to thermostat mode when communication with BAS is lost. 2. Normal Operation - When in occupied mode as described above, the dedicated unit control shall operate stages of heating and cooling to maintain space temperature setpoint. Set points shall be reset through BAS by the operator. Starting Mode: When the unit is turned on by the BAS for optimal start, heating or cooling is provided as required. The outside air dampers, if provided, remains closed, in heating mode, until occupied time. Coast -Down Mode: When the unit is turned "OFF" by the BAS for optimal stop, the supply fan remains "ON ", the outside air damper remains open for ventilation, and a setpoint offset is initiated to limit heating and cooling. Space comfort is protected by the user defined setpoint offset. Duty Cycle Mode: When the unit is duty cycled "OFF" it is put in a user - defined Duty Cycle Mode. User defines max/min temperature limits to ensure occupant comfort and override duty cycle if limits are exceeded. Demand Limit Mode: Through the BAS a user defined Demand Limit Mode shall be available. User defines maximum off time and temperature to ensure occupant comfort. Night Setback Temperature Control: When the BAS selects unoccupied mode, the unit shall be controlled to maintain user defined unoccupied heating and cooling set points. The outdoor air damper remains closed during heating night setback operation, if provided. Nighttime Free -Cool Purge Mode:An "economizer only" cooling cycle shall be provided during unoccupied hours when outdoor air conditions are suitable and the zone requires cooling. Low Ambient Compressor Lockout: Compressor operation shall be disabled below a user defined outdoor air temperature. Timed Override: When a timed override is initiated by the user, the unit will return to its user defined normal occupied mode for the user determined period of time. Fire Shutdown: The unit will shut down in response to a customer supplied contact closure to the BAS indicating the presence of a fire or other emergency condition. Manual Mode Selection: The BAS Operator shall be able to select the following unit operating modes: Duct Heater (DH) 1. Heating 2. Cooling Unit Status Report: For each AC unit, the BAS shall provide an operating status summary of all sensed values (zone temperature, discharge temperature, etc.) set points and modes. Diagnostic /Protection: The BAS system shall be able to alarm from all sensed points from the rooftop units and diagnostic alarms sensed by the unit controller. Alarm limits shall be designated for all sensed points. Multi- Purpose Application Controller: 1. Duct Heater shall be controlled by the Multi- Purpose Application Controller as specified on the Mechanical Drawings. Lighting Control 2. The Multi- Purpose Application Controller shall control the Duct Heater and maintain desired space temperature based upon input from the space temperature sensor. Troubleshooting: 1. Manual Output Test - The Multi- Purpose Application Controller shall be able to manually exercise all outputs for troubleshooting. This shall be done through a binary input at the controller. 2. Unit Identification - The Multi- Purpose Application Controller shall have the capability of flashing and LED upon receiving a command from a service tool or BAS. The Custom Application Controller shall also have a binary input which will send the unit address to a service tool or BAS for unit identification. This input shall be accessible at the Multi- Purpose Application Controller and the unit zone sensor. Communications: Data Sharing - All Multi- Purpose Application Controllers shall be able to communicate in a peer -to -peer environment over a twisted pair of communications wire. Multi- Purpose Application Controller: 1. Lighting Circuit shall be controlled by the Multi- Purpose Application Controller as specified on the Electrical Drawings. Troubleshooting: 1. Manual Output Test - The Multi- Purpose Application Controller shall be able to manually exercise all outputs for troubleshooting. This shall be done through a binary input at the controller. Application Communications: Data Sharing - All Custom Multi- Purpose Application Controllers shall be able to communicate in a peer -to -peer environment over a twisted pair of communications wire. Kitchen Unit Controls 2. Common area lighting shall be on during normal hours and switched to partial lighting during specified night time hours as specified on the Electrical Drawings. 2. Unit Identification - The Multi- Purpose Controller shall have the capability of flashing and LED upon receiving a command from a service tool or BAS. The Custom Application Controller shall also have a binary input which will send the unit address to a service tool or BAS for unit identification. This input shall be accessible at the Custom Application Controller and the unit zone sensor. The Make -up Air Fan, SF -1, and the Kitchen Exhaust Fans associated with the Kitchen Hood, EF -1 through EF -4, shall be controlled via the time schedule in the York Johnson controls Building Controller. These fans shall be interlocked with two manual switches (manual wall switches and their installation and wiring are not part of this scope and shall be furnished by others). One switch will provide a timed manual override of the entire Kitchen Hood System and associated fans. the second switch shall provide a positive manual shutdown of the entire Kitchen Hood System and associated fans in case of emergency. The system will not start if the manual shutdown switch is in the emergency shutdown position. The operating status of SF -1 and EF -1 through EF -4 will be monitored in the York Johnson controls Building Controller. The York Johnson controls Building Controller shall annunciate an alarm if any fan is not operating after being commanded on. Dishwasher Exhaust Fan The Dishwasher Exhaust Fan, EF -5, shall be commanded to operate any time the dishwasher is activated and continue to run for thirty (30) minutes (adjustable) after the dishwasher is turned off to remove moisture. The operating status of EF -5 will be monitored in the York Johnson controls Building Controller. The York Johnson controls Building Controller shall annunciate an alarm if the exhaust fan is not operating after being commanded on. Smoking Section Controls If there is a smoking section the AC -5 shall have a powered exhaust economizer with a two speed fan. During all occupied hours the powered exhaust shall operate on a lower speed to create a negative static pressure in the space and the fresh air damper shall be at minimum. During economizer mode the powered exhaust shall run at full speed and the fresh air damper shall go to a maximum setting still maintaining a negative pressure in the space relative to the neighboring rooms. END OF SECTION BUILDING CONTROL SYSTEM - DDC PART 1: GENERAL 1.01 CONTROL SYSTEM DESCRIPTION The control system shall consist of a network of communicating HVAC equipment and communicating input/output modules to monitor and control a full array of ancillary (both analog and binary) devices and sensors. The system shall have independent stand -alone capabilities. All independent devices in the system network shall be viewable and editable from a central system panel or from a computer communicating either directly or remotely with the central system panel. All independent equipment and input/output modules shall reside on the LonTalk FTT -10A network, and provide data using LonMark® standard network variable types and configuration properties. The system panel shall be equipped with a pretested factory installed internal modem. A. General: The control system shall be as indicated on the drawings and described in the specifications. A. Direct Digital Control (DDC) technology shall be used to provide the functions necessary for control of mechanical systems on this project. A. The control system shall be designed such that each mechanical system will be able to operate under stand -alone control. As such, in the event of a network communication failure, or the loss of any other controller, the control system shall continue to independently operate under control. 1.02 GENERAL FUNCTIONS A. The 32 -bit microprocessor based control system panel shall provide the following control for each zone and for all connected loads and HVAC equipment. Occupied and Unoccupied Temperature Control Setpoints 1. Timed Override 2. Time and date a Alarm Log 4. Security 5. Remote monitoring - dial in /network 6. User interface & Display - touch screen 7. Communicate to equipment via a open industry standard protocol 1.03 REGULATORY AND QUALITY ASSURANCES A. The controls system shall be listed by Underwriters Laboratories Inc. for Enclosed Energy Management Equipment under UL #916. B. The building control panel shall comply with Federal Communications Commission (FCC) Regulation, Part 15, Subpart J, for Class A computing devices. C. All wiring shall be in accordance with the National Electrical Code and all Local electrical codes. D. Controllers shall be manufactured within an 180 -9001 certified facility. 1.04 APPROVED CONTROL SYSTEM CONTRACTOR A. Approved Control System Contractors: Company Name Contact 1. Johnson Controls 2. ECI Controls Systems Rosenberry 1.05 TYPE OF SYSTEM Address 480 -894 -9490 A. The controls shall be composed of an independent, standalone, microprocessor -based system control panel. The system panel shall provide centralized control for distributed standalone unit controllers located on each rooftop, heat pump or split system HVAC equipment, new or existing. The panel shall monitor and communicate with each HVAC unit controller and provide for scheduling, diagnostic or alarm messages, and coordination of occupied and unoccupied setpoints. Part 2: Products 2.01 ACCEPTABLE MANUFACTURERS A. Acceptable systems are: Control System Manufacturer Product Line York Johnson Controls ECI CONTROL SYSTEMS ARIZONA, INC. per specifications herein Nick A. The Contractor shall use only the listed manufacturer's products as shown in section 1 of this division. When a 2.02 pft gt EIWAltponent is referred to by manufacturer's name and /or model number, the Contractor shall use only Atats system shall consist of a system panel with graphical interactive touch screen display. All standard setup and daily operator functions shall be available through the touch screen display. The installer shall be able to install, configure, and commission the entire system to operate on a schedule and to specific setpoints without the use of a personal computer. A single red flashing LED for indicating alarm conditions shall be displayed at the panel. A single green LED indicating normal operation shall be displayed at the panel. B. Upon system panel power -up, all connected units, auxiliary loads, outdoor air sensor, and /or zone dampers shall automatically identify themselves over the communication link. The following capabilities shall be editable for the auto - configured units and zone dampers from the local touch screen display: 1.Setting the system time and date 2. Setting unit(s) or zone(s) with occupied and unoccupied daily schedules. Ten schedules are available for grouping the devices and HVAC equipment on the Johnson controls. 3. Initiating timed override for extended occupied operation for each unit for a fixed time interval 4. Enable, disable, or limit the range of the setpoint indicator on the zone sensor 5. Allow the operator to custom name devices 6. All connected auxiliary loads controlled through a system binary output shall be independently editable for scheduling from the local touch screen display 7.Detailed equipment status shall be available with no end user programming. Points available: Standard LonTalk Communications profile for a space comfort controller (SCC) profile on a rooftop unit. a. Inputs: space temperature, setpoint, setpoint offset, occupancy schedule, occupancy manual command (override), occupancy sensor, application mode, HVAC mode heat/cool, fan mode, compressor enable, auxiliary heat enable, econ enable, emergency override, object request input b. Outputs: space temperature, effective setpoint, unit status, effective occupancy, HVAC mode heat/cool, setpoint, fan speed, discharge air temp, abs power consumption, terminal load output, space RH, outdoor RH, outdoor temperature, alarm message output C. Configuration: heartbeat, location label, bypass time, outdoor air damper position, unit type, supply fan configuration, cool type, heat type 8. Detailed equipment status shall be available with no end user programming. Points available: Standard LonTalk Communications profile for a space comfort controller (SCC) profile on a split system. a. Inputs: Current space temperature, Active space setpoint, Universal Input (4 -20 mA), Outdoor Air Temperature, Occupancy, Fan Status a. Outputs: Supply Fan, Cool 1 / compressor 1, Cool 2 / compressor 2, Heat 1 /Reversing Valve, Heat 2, Economizer open, Economizer close a. Split System OPERATING STATUS: Occupancy , manual override status, Active application or operation mode (heat/cool /off), and how many stages are active, Fan mode, Occupancy schedule, Controller ID (address), Heating type and capacity, Cooling type and capacity d. The control panel shall provide the following control functions for each split system. 1.Turn each compressor on or off 2. ON /Off /AUTO mode control 3. Schedule all split systems for heating night setback 4. Schedule all split systems for a heating morning warm -up 5. Schedule all split systems for optimum start and provide a program that automatically adjusts on a daily basis the morning start-up time based on the zone temperature versus the occupied setpoint and the historical recovery rate for each unit e. Each split system shall be provided with a sensor that has an after hours override button. The occupant shall be able to override any scheduled night setback/setup period for two hours of after hours comfort by depressing the button for a period of 2 -5 seconds. The override shall also be cancelable from the sensor at any time during the override with the use of a Cancel button. C. Power shall be 24V, 50/60 Hz. The control system shall contain its own on -board isolation transformer or a dedicated transformer shall be provided. C. Operating temperature range shall be 32 F to 120 F. C. Operating humidity range shall be 10% to 90% non - condensing. 2.03 EMBEDDED SOFTWARE OR PANEL OPERATING SYSTEM A. Software Integrity - All schedules and setpoints shall be resident in EEPROM along with the clock function. If battery backup is required to maintain software or the system clock as described above, this contractor shall provide battery maintenance for five years from date of project acceptance; costs to be included in this bid. B. The touch screen display shall prompt the infrequent user for alarms, schedules, viewing equipment or zones, initiating timed overrides, and setup. Once a prompt has been selected the operators interface shall provide adjustment of: 1.The system time and date 2. Heating and cooling, occupied and unoccupied setpoints for each zone or constant volume unit 3. Changing and copying schedules for each unit or zone, or load 4. Viewing alarms 5. Monitoring temperatures, operating modes, on /off statuses and failure conditions 6. Holiday and Exception dates 7.Units of temperature 8. Daylight Savings Time 9. Optimal Start C. Time - of-Day Scheduling - The system panel shall allow ten schedules to group devices. Each schedule shall be able to have a separate schedule with two on and two off events per day. The panel shall be capable of optimally starting (achieving desired conditions at precise time of occupancy) the HVAC units based on individual unit recovery ramps. Time -of -Day scheduling shall be continuous, such that if power is lost, on power -up the panel will look back for each device to see whether is should be on /off or in occupied /unoccupied temperature setpoints. If necessary, the software will look back at the previous day's schedules to determine the desired state of each device /zone. D. Holiday and Exception Schedules - Through the central panel or computer there shall be a minimum of twenty (20) defined Holiday or Exception dates. E. Alarm Log - The last 64 alarms shall be maintained for review at the building control panel display or connected computer. The panel shall have the capability to call out on the modem to a pager and deliver the alarm or event. F. Optimum Start - The software shall determine the optimum time to turn on the rooftop equipment based upon the previous day's recovery ramp. The software shall store this data and make daily corrections to the degrees /hour ramp. G.Timed Override - Each scheduled device shall be able to be overridden at the system control panel to the occupied mode for up to four hours. The override shall also be cancelable from the control panel at any time during the override. H. Daylight Savings Time - The system panel software shall automatically update time according to daylight savings at the legislated time and date and reset time at the end of the daylight savings period. This function shall be able to be disabled. In addition, if the legislative dates for the start and stop of daylight savings time should be changed, the system panel shall be editable to calculate the new dates based on day -of- the - month, week -in- the -month and the month and then automatically resume the new daylight savings parameters. I. Temperature Units - All temperature inputs connected directly to the control panel or communicating over the communications link shall be able to display temperature inputs in degrees Fahrenheit or in degrees Centigrade, selectable from the front keypad. J. Multiple Languages - The control panel display shall support multiple languages. Available languages shall be selectable at time of setup. K. Security - Upon initial start up the factory default security level shall secure the building control panel from each of the following local capabilities: changing time and date, changing setpoints, changing schedules, and initiating timed override. The security password shall be provided in the installation manual. L. Expansion - The ability to add additional HVAC units to the system without any additional hardware. M. Modem - A modem shall be provided to allow for complete dial -in access. It shall be possible to retrieve and save a system panel's database and to download that database from a remote location over standard telephone lines. N. Local Area Network (LAN) - An Ethernet card shall be optional. The LAN option shall allow the system control panel and PC workstation to reside on an existing owner provided Ethernet LAN infrastructure. Each system control panel on the network shall be capable of routing alarms and messages to a single user designated PC workstation or email address. O. The integral modem shall also enable auto -dial out of alarms including equipment failures and temperatures out -of -range for automatic annunciation and logging at a remote PC Workstation location or pager. P. Critical alarms - The operator shall be able to designate certain alarms as critical. Any critical alarm can be setup to dial -out to a remote location, while a non- critical alarm will not initiate a dial -out. Q. Security - Multi -level (Daily Operator and System Supervisor) security must allow or deny editing access to various supervisor - designated parts of the system. Security shall protect editing of the system features available on the touch screen display as well as through the computer interface. Security shall not prevent "viewing" any display screen regardless of assigned security level. 2.04 ROOFTOP UNIT CONTROLS A. The system control panel shall be capable of communicating with each individual rooftop and monitoring various points. The control manufacturer shall provide one controller per rooftop that communicates back to the main control panel. The rooftop controller shall communicate to the main control panel in an industry standard open protocol. B. The rooftop controller shall be capable of monitoring and communicating the following information back to the system control panel: 1. INPUT POINTS a. b. c. d. 0. f. g. h. j. k. m. n. o. P. q. r. 5. t. Current space temperature Active space setpoint Occupied & unoccupied cooling setpoint Occupied & unoccupied heating setpoint Cooling low limit Heating high limit Economizer position Outside temperature Outside RH % CO2 level Smoke /fire alarm status Heating status Economizer enable /disable status Compressor on /off status Supply fan on /off status Compressor lockout Condenser fan on /off status by fan Supply fan failure Dirty filter Occupancy sensor position 2. ROOFTOP OPERATING STATUS u. Occupancy manual override status v. Active application or operation mode (heat/cool /off)and how many stages are active w. Fan mode x. Occupancy schedule y. Rooftop controller ID (address) z. Heating type and capacity aa. Cooling type and capacity 0 ■ � ▪ = amn } C. J CC = • . 0 W a 0 } T • CL o5 Cl = • d z W o _ =o � 4 = a 0 = cc 0 11 1 C.0 , g 4 - � _= w � o •-• o 0 4 O µ a g o o 0 • 0 = W 9 .= s ▪ q 11-1 - = 0 111 A 1111 RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 SEAL: a No_ W 0 J Q CO >, a < Cn E W o a oti zz § 0 13 " Z L Z 0 S § R- EVISION /ISSUE DATE C. The control panel shall provide the following control functions for each rooftop unit. 2.07 TRAINING 1. Turn each compressor on or off 2. ON /Off /AUTO mode control 3. Schedule all rooftops for heating night setback 4. Schedule all rooftops for a heating morning warm -up 5. Schedule all rooftops for optimum start and provide a program that automatically adjusts on a daily basis the morning start-up time based on the zone temperature versus the occupied setpoint and the historical recovery rate for each unit A. Each rooftop shall be provided with a sensor that has an after hours override button. The occupant shall be able to override any scheduled night setback/setup period for two hours of after hours comfort by depressing the button for a period of 2 -5 seconds. The override shall also be cancelable from the sensor at any time during the override with the use of a Cancel button. 2.05 COMPUTER SOFTWARE A There shall be computer software available to allow the user complete access to the control panel by using the computers serial or Ethernet card port and connecting via a jumper cable to a built on PC port on the control panel. B There shall be computer software available to allow the user complete access to the control panel by using the modem in the computer to communicate with the modem on the control panel. C System Graphics. The Operator Workstation software shall be graphically oriented. Provide a method for the operator to easily move between graphic displays. D System Applications. Each workstation shall provide operator interface and off -line storage of system information. Provide the following applications at each workstation. 1. Manual Database Save and Restore. A system operator with the proper password clearance shall be able to archive the database from any system panel and store. The operator shall also be able to clear a panel database and manually initiate a download of a specified database to any panel in the system. 2. System Configuration. The workstation software shall provide a graphical method of configuring the system. 3. On -line Help. Provide on line help system to assist the operator in operation and editing of the system. On line help shall be available for all applications. 4. Security. System security shall be selectable for each two classes of operators. The system supervisor shall have the ability to set passwords and security levels for all applications and editable screens. The operator password shall be able to restrict the operators' access for changing system application, full screen editor, and objects. Each operator shall automatically be logged off of the system if no keyboard or mouse activity is detected. All system security data shall be stored in an encrypted format. 5. System Diagnostics. The system shall automatically monitor the operation of all network connections, building management panels, and controllers. The failure of any device shall be annunciated to the operator. 6. Alarm Processing. Any object in the system shall be configurable to alarm in and out of normal state. The operator shall be able to configure the alarm limits, warning limits, states, and reactions for each object in the system. g. Alarm Reactions. The operator shall be able to determine what actions, if any, are to be taken, by object (or point), during an alarm. Actions shall include making a contact closure on a binary output to create an audible annunciation or light, displaying a red flashing LED on the external cover of the control panel, custom or standard text messages in the alarm log, dialing out to a pager or paging service. Each of these actions shall be configurable by alarm class. h. Binary Alarms. Each binary object shall be set to alarm based on the operator- specified state. b. Analog Alarms. Each analog object shall have both high and low alarm limits and warning limits. 2.06 AUXILIARY DEVICES A. The control panel shall be able to monitor up to 16 UIPs (universal inputs) - user defined as degrees F or degrees C, PPM (parts per million), or % relative humidity. B. The control panel shall be able to control up to 16 binary outputs individually; based on time of day scheduling and /or user defined logic. C. The control panel shall be able to communicate with a variety of HVAC equipment including Split Systems, Packaged Heat Pumps, and 4 Stage /Compressor units. A. The controls contractor shall provide 3 hours of On -Site training conducted by either a local York representative or a contractor familiar with the Johnson controls System. The National Account Excutive for IHOP shall be available via phone for any questions or assistance. BY EC /// 120 VAC L_ r IHK -1 L /// HONE BY CC OUTSIDE AIR TEMPERATURE SENSOR York Johnson controls BUILDING CONTROLLER LOCATED IN MANAGERS OFFICE LIGHTING (BO) LIGHTING (BO) LIGHTING (BO) ERH -1 S /ST (BO) PHOTO SENSOR (Al) EF 4 STATUS (BI) EF 5 STATUS (BI) EF7 STATUS (BI) 120 VAC (BY EC) A -P1 L LT., - LON LINK (BY MC) M P503 - 1 1 IAC -41 ROOF ER- H1 /ER -H2 CONTROL LON LINK (BY MC) 120 VAC (BY EC) L! EXHAUST FAN CONTROL EC1,2 / EF1 -5,7 S /ST (BO) EF5 S /ST (BO) ER -2 S /ST (BO) MUA -1 STATUS (BI) D12 STATUS (BI) EF1 STATUS (BI) EF2 STATUS (BI) EF3 STATUS (BI) MP503 -2 I IAc - 31 ROOF LON LINK (BY MC) L _ LE= IAC -2I N.T.S. ROOF [1 / L P : NOTES: IAC -1I ROOF 1) ALL POWER WIRING AND CONDUITS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 2) ALL CONTROL L CONDUITS WITH PULL STRINGS SHALL BE PROVIDED BY ELECTRICAL 3) ALL LOW VOLTAGE CONTROL WIRING BY MECHANCIAL CONTRACTOR 4) CONTROL PANEL SHALL BE PROVIDED BY CAPTIVE AIRE, MOUNTED BY MECHANICAL CONTRACTOR. 5) ONLY COPPER WIRING TO BE RUN TO ALL HVAC EQUIPMENT 6) SEE ELECTRICAL FOR CONTROL PANEL WIRING. SEE PLANS FOR CONTROL PANEL LOCATION. 120V-1� IN AIR CURTAIN WIRING DIAGRAM CIRCUIT BREAKER TYPICAL MICRO SWITCH FOR FLY FANS MOUNT DISCONNECT SWITCH ON CAB. Q SPECIFICATIONS EQUIP. SCHED. AIR DISTRIBUTION AIR BALANCE LON LINK (BY MC) s = 4 = � a g q Lu = 2 = = 0 = C o C. a 2 � VS" a RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 SEAL: ti p` %; � , NO. REVISION /ISSUE BATE: 03 -21 -2008 DATE PROJECT NUMBER: 3083 ihap soufh enter Tukwila wa DRAWN BY: SNEEi iITLf MECHANICAL SPECIFICATIONS AND DIAGRRNS S+IE[T NUMBER: M -4A CITY SUBMITTAL PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION SPECIFICATION TOTAL (GPH) CW (inch) HW (inch) W (inch) V (inch) REMARKS WC -1 FLOOR MOUNTED WATER CLOSET KOHLER "WELCOME" #K -4350, ELONGATED 1.5 GPF TOILET W/ CENTECO SOLID PLASTIC SEAT AND ZURN ZER6000AV -CPM BATTERY OPERATED FLUSH VALVE GW - 1 -1/2" GW ' 3" 2" SEE NOTE "D" WC -2 .UR WATER CLOSET FLOOR MOUNTED HDCP. ' KOHLER "HIGHCLIFF" K -4368. ELONGATED 1.5 GPF TOILET W /CENTECO SOLID PLASTIC SEAT AND ZURN ZER6000AV -CPM BATTERY OPERATED FLUSH VALVE - 1 -1/2" ' * 2" 2" HANDICAP TYPE SEE NOTE "D" -1 URINAL WALL MOUNTED 'LAVATORY KOHLER "DEXTER" K- 5016 -ET, WALL HUNG W/ ELONG. RIM & ZURN6003AV-CPM, 1.5 GPF FLUSH VALVE 45 A 1-1/4" 2" —120°F 1 1/2" HANDICAP TYPE SEE NOTE "D" L -1 (TWO) COUNTER TOP '‘LAVATORY LAV'S ARE INTEGRATED W/ COUNTER TOPS BY G.C., P.C. TO SUPPLY AND INSTALL ZURN AQUASENSE FAUCET, 2.2 GPM 4" CENTERS AND GRID DRAIN GAS PIPING 1/2" 1/2" 2" 1 1/2" SEE NOTE "D" L -2 WALL HUNG KOHLER #2005 "KINGSTON" WALL HUNG VITREOUS CHINA, PC TO SUPPLY AND INSTALL TECHNICAL CONCEPTS PLATED FAUCET #500388 FAUCET AT, 4" CENTERS AND GRID DRAIN 1- PRERINSE FAU. ( #79) 3 FU =3 89 FU= 64 GPM 1/2" 1/2" 105 e 1 I /z" � INU I t " u " MS -1 MOP SINK FIAT MOP SERVICE BASIN, FAUCET SPEAKMAN COMMANDER FAUCET W/ VACUUM BREAKER T.P.R.V. 3/4" 3/4" 3" '2" FRICTION LOSS CALCULATION From line 7 32.16 PSI x 100 = 9.4 PSI PER 100 FT. FD -1 FLOOR DRAIN ZURN MODEL ZN -415B - 1/2" P WITH 6 DIAMETER TYPE B STRAINER PIPE SIZE IN INCHES G.C. GAS COCK 3 11 Ae. 2" P gNp FD -2 'TP FLOOR DRAIN ZURN, ZN -415 - 1/2" P WITH 8" DIAMETER TYPE "B" STRAINER HOSE BIBB —I- " 3" , 2" P -TRAP A (TAP PRIMER WHE RE R REQ. BY LOCAL CODES) -1 TRAP PRIMER PRECISION PLUMBING PRODUCTS, INC. #PO -500 PRIME- RITE. PROVIDE 12 x 12 ACCESS DOOR. O.D. 1/2" 7 F.C.O. FLOOR CLEANOUT 78 FS -1 'FS FLOOR SINK ZURN MODEL Z -1901, 2" OUTLET 1/2 GRATE WITH ALUM. BUCKET , WHITE INTERIOR FINISH WHITE PORCELIN ON CAST IRON. 8" DEEP SUMP. FIXTURE UNITS (F.V.) 0 C.O.T.G. 2" OR 311 '2" 25 -2 FLOOR SINK QUICK DISCONNECT ZURN MODEL Z -1902, 3" OUTLET 1/2 GRATE WITH ALUM. BUCKET , WHITE INTERIOR FINISH WHITE PORCELIN ON CAST IRON. 10" DEEP SUMP. DORMANT 16100BPQ (1 ") OR 16125BPQ (1 -1/4 ") WITH 12 TO 18 INCH HOSE. D.S. ** GAS /CONDENSATE SIZING CHART • 4" d 2" SEE NOTE "B" 001 WH -1 WATER HEATER "RHEEM" MODEL HE80 -199 GAS FIRED STORAGE TYPE HEATER. 80 GAL. STORAGE TANK, 285 GPH RECOVER THRU 100 °F RISE. 199,000 BTUH GAS INPUT. POINT OF CONNECTION 1 -1/4" 1 -1/4" INVERT ELEVATION 1 -1/2" NO SUBSTITUTIONS ALLOWED. TD -1 TRENCH DRAIN ZURN Z886 6 WIDE TRENCH DRAIN SYSTEM W /STRUCTURAL COMPOSITE CHANNEL W /DURA COATED CAST IRON GRATE DOWN 1-1/4" 4" 2" INSTALL PER 2006 IMC AD -1 AREA DRAIN EXISTING- SUPPLIED UNDER EXISTING BUILDING PERMIT CLG. CEILING 3" 2" INSTALL AT MAT WASH SINK IN T.E. RD -1 ROOF DRAIN EXIS I INU- SUPPLIED UNDER LXOS I INU BUILDENG F'EHMI I - _ 180 192' 1 -1/4" SEE PLAN FOR SIZE ORD -1 OVERFLOW ROOF DRAIN EXISTING- SUPPLIED UNDER EXISTING BUILDING PERMIT 199' 1 -1/4" - - SEE PLAN FOR SIZE GI -1 GREASE INTERCEPTOR EXISTING- SUPPLIED UNDER EXISTING BUILDING PERMIT - - (E)4" '(E)3" 217' SA -1 SHOCK ABSORBER ZURN OR J.R. SMITH SHOCKTROLL Z -1700 AC -2 60 205' 1" SEE FLOOR PLAN FOR SIZE MV -1 MIXING VALVE SYMMONS 5 -400A, WITH BI -METAL THERMOSTAT, MAX. TEMPERATURE SET FOR 120F, WITH CHECK STOPS, TEMP. GAUGE, REMOVABLE STRAINERS, 3/4" SUPPLIES /1" OUTLET. 3/4" 3/4" 3 3/4" AC -4 MV -2 MIXING VALVE SYMMONS 5- 130- SW -CK -W THERMOSTATIC MIXING VAVLE, WITH SWEAT CONNECTIONS, SEPARATE CHECKS, AND WALL BRACKET. 3/4" 3/4" MAU -1 500 187' #43A WALL FAUCET MIXER BY KITCHEN CONSULTANT AND SUPPLIER 3/4" 3/4" TO FS 271' TDL 4" #58 HAND SINK BY KITCHEN CONSULTANT AND SUPPLIER 1/2" 1/2" 3" 2" #63 PREP SINK BY KITCHEN CONSULTANT AND SUPPLIER 3/4" 3/4" 3" 2" #70 3 -COMP SINK BY KITCHEN CONSULTANT AND SUPPLIER 3/4" (EA PAI I) 3/4" (EA I) TO FS 2" #77 DISHWASHER BY KITCHEN CONSULTANT AND SUPPLIER ,PAI 1" TO FS 2" #79 PRERINSE FAUCET BY KITCHEN CONSULTANT AND SUPPLIER 3/4" 3/4" TO FS 2" #83 . ICE MACHINE BY KITCHEN CONSULTANT AND SUPPLIER 3/4" - TO TD 2" #101 #110 DIPPERWELL BY KITCHEN CONSULTANT AND SUPPLIER 1/2" 1/2" TO FS 2" #109 DECK MOUNT FAU BY KITCHEN CONSULTANT AND SUPPLIER 1/2" 1/2" 4 3" 2" #115 DRINK DISP. BY KITCHEN CONSULTANT AND SUPPLIER - - ' 1 7 2 R- TO FS "' #117 JUICE DISP. BY KITCHEN CONSULTANT AND SUPPLIER 1/2" - TO FS 2" #118 ICE TEA BREWER BY KITCHEN CONSULTANT AND SUPPLIER 1/2" - TO FS 2" .� #120 COFFEE BREWER BY KITCHEN CONSULTANT AND SUPPLIER 1/2" - TO FS 2" if 1 zu HU I I;HUL:ULA I t MAKER BY KI I C;HEN CONSUL I AN I ANU SUPPLIER Ire„ TO FS 2" TD -2 TRENCH DRAIN FOR ICE MACHINE) BY KITCHEN CONSULTANT AND SUPPLIER 3" 2" ' PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION TOTAL (GPH) S. OR W. SOIL OR WASTE BELOW GRADE OR FLOOR 5 20 S. OR W. SOIL OR WASTE ABOVE GRADE OR FLOOR 15 15 GW GREASE WASTE GW --AW— AW ACID WASTE PIPING 5 C.W. DOMESTIC COLD WATER - 75 H.W. DOMESTIC HOT WATER — 120 H.W. DOMESTIC HOT WATER (140 °F) — 140°F 45 H.W. DOMESTIC HOT WATER (120 °F) —120°F 10 20 # 101 SINK 2 G. GAS PIPING G 16 D. CONDENSATE DRAIN CD F. X _ HR. HR. 80% EFF. HR. FIXTURE TOTALS FOR WATER CALC 4 - LAV 2 FU = 8 3- DIPPERWELL (#83) #10, 110) 2 3 - WC 10 FU =30 FU = 3 2 -DECK MOUNT FAUCET ( #109) 2 FU = 4 1 - UR 5 FU -5 1- CARBONATOR ( #114) 1 FU = 1 1 -MOP SINK 3 FU =3 2 -DRINK DISP. #115) 1 FU = 2 1 - WALL FAUCET MIXER ( #43A) 3 FU =3 1 -JUICE DISP. ( #117) 1 FU = 1 3 - HAND SINK ( #58) 2 FU =6 1- ICE TEA BREWER ( #118) 1 FU = 1 1 - PREP SINK ( #63) 2 FU = 2 2- COFFEE BREWER ( #120) 1 FU = 2 1 - 3 -COMP (2 FAUCETS) ( #70) 6 FU =6 1- HOT CHOC. MAKER ( #125) 1 FU = 1 1 - DISHWASHER ( #77) 6 FU =6 1- PRERINSE FAU. ( #79) 3 FU =3 89 FU= 64 GPM V. SANITARY VENT IRRIGATION DEMAND - GPM HVAC DEMAND V. SANITARY VENT BELOW FLOOR -- — ' 1 T.P.R.V. TEMP. PRESS. RELIEF VALVE -C4- -+ G.V. GATE VALVE FRICTION LOSS CALCULATION From line 7 32.16 PSI x 100 = 9.4 PSI PER 100 FT. S.O.V. SHUT -OFF VALVE (GATE VALVE) - --D4 -- PIPE SIZE IN INCHES G.C. GAS COCK 101 -- III -- U. UNION H.B. HOSE BIBB —I- - CJ -- A.P. ACCESS PANEL 0 R.D. ROOF DRAIN 0 O.D. OVERFLOW DRAIN 7 F.C.O. FLOOR CLEANOUT 78 275 W.C.O. WALL CLEANOUT FIXTURE UNITS (F.V.) 0 C.O.T.G. CLEANOUT TO GRADE 8 25 S.D. STORM DRAIN D.S. DOWNSPOUT GAS /CONDENSATE SIZING CHART HDR. HEADER CONDENSATE V.T.R. VENT THRU ROOF • P.Q.C. POINT OF CONNECTION 1' I.E. INVERT ELEVATION 1 -1/2" BEL. BELOW #27 HOT TOP DN. DOWN 1-1/4" FLR. FLOOR #30 GRIDDLE ABV. ABOVE 1 -1/4" CLG. CEILING #30 GRIDDLE GR. GRADE 1 -1/4" FIN. FINISHED HOT WATER HEATER SIZING CALCULATION FIXTURE QUANTITY DEMAND (GPH) TOTAL (GPH) LAVATORIES 4 5 20 MOP SINK 1 15 15 # 40 PREP SINK 1 5 5 #48 HAND SINK 3 5 15 # 62 POT SINK 1 75 75 # 67 DISHWASHER 1 120 120 # 69 PRE RINSE 1 45 45 # 95 DIPPER WELL 2 10 20 # 101 SINK 2 10 5 TOTAL 16 - 315 CALCULATION: 315 GAL. X 80% DEMAND -- 252 GAL. X 100 DEG. 8.33 LB. /G 262 MB F. X _ HR. HR. 80% EFF. HR. FIXTURE TOTALS FOR WATER CALC 4 - LAV 2 FU = 8 3- DIPPERWELL (#83) #10, 110) 2 3 - WC 10 FU =30 FU = 3 2 -DECK MOUNT FAUCET ( #109) 2 FU = 4 1 - UR 5 FU -5 1- CARBONATOR ( #114) 1 FU = 1 1 -MOP SINK 3 FU =3 2 -DRINK DISP. #115) 1 FU = 2 1 - WALL FAUCET MIXER ( #43A) 3 FU =3 1 -JUICE DISP. ( #117) 1 FU = 1 3 - HAND SINK ( #58) 2 FU =6 1- ICE TEA BREWER ( #118) 1 FU = 1 1 - PREP SINK ( #63) 2 FU = 2 2- COFFEE BREWER ( #120) 1 FU = 2 1 - 3 -COMP (2 FAUCETS) ( #70) 6 FU =6 1- HOT CHOC. MAKER ( #125) 1 FU = 1 1 - DISHWASHER ( #77) 6 FU =6 1- PRERINSE FAU. ( #79) 3 FU =3 89 FU= 64 GPM WATER SIZING PER 2006 UPC 130.5 TOTAL COLD WATER FIXTURE UNITS (CWFU) EQUALS 64 GPM IRRIGATION DEMAND - GPM HVAC DEMAND - GPM TOTAL DEMAND 64 GPM MAIN PRESSURE: 150 PSI, CONTRACTOR TO INSTALL PRESSURE REDUCING VALVE 1. PRESSURE AVAILABLE AT STREET MAINS (REDUCED) 75 PSI 2. PRESSURE LOSS DUE TO HEIGHT 1 OFT 0.434 PSI x 4.34 3. PRESSURE LOSS THRU METER (2" METER) 3.5 PSI 4. PRESSURE LOSS THRU OTHER DEVICES 10 PSI (ie Water Softener, Backflow Preventor) 5. TOTAL PRESSURE LOSS (add lines 2 thru 4) 17.84 PSI 6. PRESSURE REQUIRED AT HIGHEST FIXTURE 25 PSI 7, PRESSURE AVAILABLE FOR FRICTION LOSS 32.16 PSI (Subtract lines 5 & 6 from line 1) 8. TOTAL DEVELOPED LENGTH OF RUN (BASED ON SHELL DWGS) 340 FT. FRICTION LOSS CALCULATION From line 7 32.16 PSI x 100 = 9.4 PSI PER 100 FT. From line 8 340 FT. 9. DOMESTIC WATER SERVICE SIZE REQUIRED 2 IN. 10. DOMESTIC WATER METER SIZE REQUIRED 2 IN. PIPE SIZE IN INCHES 1/2 3/4 1 1 -1/4 1 -1/2 2 GALLONS PER MINUTE 2.5 6.5 14 25 38 80 FIXTURE UNITS (F.T.) 2 7 20 42 78 275 FIXTURE UNITS (F.V.) 0 0 0 8 25 148 CALCULATIONS PER THE 2006 UPC APPENDIX A GAS /CONDENSATE SIZING CHART UNIT GAS (MBH) CONDENSATE GAS LOAD DISTANCE FT. SIZE ( ") TONS BRANCH SIZE #12 FRYER 340 185' 1 -1/2" - - #27 HOT TOP 180 188' 1-1/4" - - #30 GRIDDLE 120 177' 1 -1/4" #30 GRIDDLE 120 183' 1 -1/4" - - #31 GRIDDLE 180 192' 1 -1/4" - - #31 GRIDDLE 180 199' 1 -1/4" - - GWH -1 199 200' 1-1/4" - - AC -1 100 217' 1" 12.5 3/4" AC -2 60 205' 1" 5 3/4" AC -3 40 162' 3/4" 3 3/4" AC -4 100 148' 1-1/2" 7.5 3/4" MAU -1 500 187' 2" - TOTAL I 2119 271' TDL 4" 37.5 IIII - In RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: h f lip = L =: i � . , • rye. a o ni. � " NO. REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihop soufhcenfer fukwilo wo DATE: DRAWN BY: 03-21-2008 SHEET TITLE PLUMBING LEGEND NOTES AND SCHEDULES sEIEET NUMBER: P -1 CITY SUBMITTAL NOTES: A, PROVIDE "TRUEBRO" MODEL NO. 102 P -TRAP AND ANGLE VALVE INSULATION ASSEMBLIES. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. PROVIDE WITH REMOVABLE SCRAP BASKET, 4" DRAIN CONNECTIONS AND 2" VENT FOR FLOOR SINKS AT DISHWASHER (K -67), AND SCRAP SINK (K -69). C. DO NOT PROVIDE FOR WATER SOFTENING UNLESS LOCAL WATER EXCEEDS 6 GRAMS /GAL. OR A HARDNESS OF 102.6 PPM. D. ALL FINISHES TO BE "CHROME ". a NM RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: ; �f ; ;y: T. 11�� 0 ?k 0 \HAS q tr NO_ REVISION /ISSUE DAVE PROTECT NUMBER: 3083 ihop soufhrenfer Tukwila wa DATE: 03 -21 -2008 DRAWN BY: SHEET TITLE PLUMBING LEGEND, NOTES AND SCHEDULES SI-IEET NUMBER: P-1 CITY SUBMITTAL MATERIAL LIST: 1. RAINWATER, SANITARY SOIL WASTE AND VENT SYSTEMS: RAINWATER, SOIL, WASTE AND VENT PIPING BELOW SLAB OR GRADE TO 5 " -0" OUTSIDE OF BLDG. LINE SHALL BE SCHEDULE 40 PVC AND FITTINGS. THE GREASE SEWER PIPE SHALL BE HEAVY DUTY SCHEDULE 40 PVC AND PAINTED WITH RED STRIPE. SEWER VENT LINE SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS. ALL SEWER LINES SHALL BE INSTALLED IN ACCORDANCE WITH A LOCAL CODE AND AN APPROVAL BY THE LOCAL AUTHORITIES. REFER TO SPECIFICATIONS FOR ABS AND CAST IRON PIPING AND FITTINGS WHERE REQUIRED BY LOCAL CODES. YARD PIPING SHALL BE EXTRA STRENGTH VITRIFIED CLAY PIPE AND FITTINGS OR REINFORCED CONCRETE PIPE. USE RING TYPE "PVC" SEWER PIPE AS MANUFACTURED BY JOHNS - MANVILLE, IF ALLOWED BY LOCAL AUTHORITIES. PROVIDE WRITTEN APPROVAL TO ARCHITECT. 2. WATER PIPING ABOVE SLAB: SHALL BE TYPE "L ", HARD DRAWN COPPER TUBING WITH LEAD FREE 95 -5 OR SILVER SOLDER JOINT FITTINGS. 3. WATER PIPING BELOW GRADE OUTSIDE BUILDING: SHALL BE TYPE "K ", HARD DRAWN COPPER TUBING WITH LEAD FREE 95 -5 OR SILVER SOLDER JOINT FITTINGS, SHOULD STREET PRESSURE EXCEED 60 PSI, A PRESSURE REDUCING VALVE ASSEMBLY SHALL BE INSTALLED. NO JOINTS SHALL BE ALLOWED UNDER BUILDING SLAB. 4. INDIRECT AND CONDENSATE DRAINS: SHALL BE COPPER, TYPE "M" WITH LEAD FREE 95 -5 OR SILVER SOLDER JOINT FITTINGS. 5. GAS PIPING SYSTEM: SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. WELDED JOINTS 2 -1/2" AND LARGER, AND ALL JOINTS BELOW GRADE. 6. STORM DRAIN PIPE: PLACED WITHIN THE INTERIOR OF THE BUILDING SHALL BE GALVANIZED STEEL, CAST IRON OR OTHER APPROVED MATERIALS. PIPING LOCATED UNDERGROUND SHALL BE CAST IRON, SCHEDULE 40 ABS OR PVC OR OTHER APPROVED MATERIAL. 7. INSULATION: ALL HOT WATER PIPING SHALL BE INSULATED WITH "PPG" INDUSTRIES, CERTAIN -TEED SAINT GOBAIN SNAP -ON OR JOHNS- MANVILLE MICRO -LOC. AIR CONDITION- ING CONDENSATE DRAIN PIPING SHALL BE INSULATED W/ JOHNS - MANSVILLE "AEROTUBE" FOAM PLASTIC PIPE INSULATION. 8. WATER HAMMER ARRESTORS: SHALL BE ALL STAINLESS STEEL CONSTRUCTION, BELLOW TYPE, P.D.I. APPROVED AND CERTIFIED SIZING AND PLACEMENT CONFORMING TO PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI -WH 201 LATEST EDITION AND AS MANUFACTURED BY ZURN, J.R. SMITH OR PPP, INC. 9. CLEANOUTS: SHALL BE MANUFACTURED BY J.R. SMITH, ZURN OR JOSAM AS FOLLOWS: A. FINISHED ROOM FLOORS: J.R. SMITH 4163 W /N.B. TOP AND GASKETED WATERTIGHT COVER. B. WALLS: J.R. SMITH 4532 W/ BRONZE PLUG AND CHROME PLATED COVER. C. YARD AND PARKING LOT: J,R. SMITH 4253 CAST IRON SURFACE LEVEL CLEANOUT. 10. COAT ALL STEEL PIPE BELOW GRADE WITH EXTRU -COAT SIMILIAR PROTECTIVE COATING OR WRAP. GENERAL NOTES: 1. COMPLY NWITH AL L LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, 2. COMPLY AND COORDINATE WITH REQUIREMENTS OF THE UTILITY COMPANIES. 3. COMPLY WITH REFERENCED COMMERCIAL STANDARDS, SPECIFICATIONS, CODES, RULES, ETC. 4. BEFORE COMMENCEMENT OF WORK, CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF UTILITIES AND PIPING AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM ARCHITECTURAL AND KITCHEN EQUIPMENT DRAWINGS. 6. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND SHALL PAY FOR PERMITS. 7. INSTALL ALL PLUMBING TO AVOID INTERFENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN LINES PERMITTED OVER OR UNDER ELECTRICAL PANELS. 8. COCKS WAITER SHALL R ORS, CLEANOU`f COVENS GATE INDIRECT WASTE TO AN APPROVED RECEPTOR AND ALL NECESSARY TRIM FOR A COMPLETELY CONNECTED PLUMBING SYSTEM. 9. DURING THE PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE IN THE PLUMBING SYSTEMS. THE RECORD DRAWINGS SHALL SHOW CHANGES IN MANUFACTURER (WITH NUMBERS AND TRADE NAMES). MATERAILS, SIZES, LOCATIONS AND HOOK -UP POINTS. AS- BUILTS SHALL BE GIVEN TO OWNER'S CONSTRUCTION MANAGER AT COMPLETION OF JOB. 10. UPON COMPLETION OF JOB, THIS CONTRACTOR SHALL INSPECT ALL EXPOSED PORTIONS OF THE PLUMBING INSTALLATION AND COMPLETELY REMOVE ALL EXPOSED LABELS SOIL, MARKINGS AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY LAW. 11. INSTALL DIELECTRIC FITTING BETWEEN FERROUS AND NON- FERROUS MATERIALS. 12. PROVIDE STOP VALVES IN EACH WATER SUPPLY AT EACH PLUMBING FIXTURE. 13. REFER TO HVAC PLANS FOR EXACT LOCATION OF HVAC EQUIPMENT. COORDINATE ROUGH -IN LOCATIONS GAS AND CONDENSATE DRAINS WITH MECHANICAL CONTRACTOR. 14. HORIZONTAL WASTE PIPING, RAIN WATER PIPING, AND CONDENSATE DRAINS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT, UNLESS NOTED OTHERWISE ON PLANS. 15. CONDENSATE DRAIN PIPING AND ROOF DRAIN PIPING BELOW ROOF AND ABOVE GRADE SHALL BE INSULATED WITH 1/2" FIBERGLASS INSULATION AND JACKET TO PREVENT CONDESATION. 16. PROVIDE AND COORDINATE FINAL PLUMBING CONNECTIONS AND HOOK -UPS TO FOOD SERVICE EQUIPMENT AS SHOWN ON "EG" DRAWINGS AND REFRIGERATION DRAWINGS. 17. WATER, SEWER, GAS OR VENT PIPING SHALL NOT BE INSTALLED WITHIN ANY INSULATED COOLER /FREEZER WALL AND THERE SHALL BE NO PIPING UNDER FLOOR OF FREEZER ROOMS. 18, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FLOOR DRAINS AND FLOOR SINKS. 19. FLOOR SINKS TO BE INSTALLED FLUSH WITH FINISH FLOOR. 20. PROVIDE ROUGH -INS AND FINAL CONNECTIONS FOR EQUIPMENT FURNISHED BY THERS. REFER TO SCHEDULE FLOOR PLANS. 21. BLOCK -OUT FLOOR DRAIN AREA AND CONFIRM EXACT LOCATION PRIOR T POURING CONCRETE. 22. PIPING BELOW EQUIPMENT SHALL BE SECURED TO EQUIPMENT. DO NOT LAY PIPING ON FLOOR. 23. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL INDIRECT WASTE PIPING REQUIRED FOR KITCHEN EQUIPMENT ITEMS. REFER TO KITCHEN INDIRECT SANITARY DRAIN DRAWINGS S G AND EXPOSED NWATERAPIPINGOSHA L ALL BE INSTALLED A MINIMUM OF 6" ABOVE THE FLOOR AND 4" AWAY FROM ANY WALL. 24. PROVIDE "WATTS" NO, 9BD BACKFLOW PREVENTER ON ALL WATER LINES SUPPLYING CARBONATORS. PROVIDE "WATTS" NO. N9 VACUUM BREAKERON ALL WATER LINES SUPPLYING ITEMS SUCH AS ICE MACHINES, COFFEE MAKERS, ESPRESSO MACHINES, CAPPUCCINO MACHINES, BEVERAGE DISPENSERS AND WATER STATIONS. 25. PLUMBING CONTRACTOR IS TO CONNECT GAS HOOK UPS TO ALL EQUIPMENT IN BUILDING. 26. WIT HYPOCHLORTE SOLLUTION TO ACHIEVE A 5 STRENGTH AT THE FIXTURE FURTHEST FROM THE POINT OF APPLICATION UPON COMPLETION OF CHLORINATION. FLUSH ALL PIPING UNTIL NO CHLORINE CAN BE DETECTED BY TASTE. AFTER CHLORINATION AND ALL TESTING HAS BEEN COMPLETED, CLEAN ALL FIXTURE STRAINERS, AND SET WATER FLOWS FROM FIXTURES IN ACCORDANCE WITH THE LOCAL CODE REQUIRMENTS. 27. TEST ALL GAS PIPING FOR A PERIOD OF NOT LESS THAN TWO HOURS AT A PRESSURE OF NOT LESS THAN 60 PSIG, USING SOAP AND WATER OR SIMILIAR MATERIALS AT ALL JOINTS. TEST ALL WASTE AND VENT PIPING FOR A PERIOD OF NOT LESS THAN 8 HOURS BY CAPPING OR PLUGGING. ALL JOINTS TO A LEVEL OF THE HIGHEST FIXTURE OR FITTINGS. FILLING THE SYSTEM WITH WATER, AND OBSERVING FOR LEAKS. TEST UNDEGROUND SECTION OF PIPE WITH A RISER TO ACHIEVE THE PRESSURE EQUIVALENT TO THE HIGHEST FIXTURE OR FITTING. TEST WATER PIPING AT 100 PSIG FOR A PERIOD OF 8 HOURS, OBSERVING FOR ANY VISIBLE LEAKS. TEST PIPING AGAIN WITH FIXTURES INSTALLED. REPAIR ANY LEAKS FOUND BY REMAKING JOINT. DO NOT USE CAULKING OR SIMILIAR METHODS TO CORRECT LEAKS. UPON REPAIRING ANY LEAKS FOUND. AGAIN TEST THAT PORTION OF THE SYSTEM AS DESCRIBED ABOVE. 28, REFER TO EQUIPMENT PLANS FOR EQUIPMENT PLUMBING ROUGH -IN DIMENSIONS. 29. BIDDERS SHALL INCLUDE ALL EQUIPMENT PLAN PLUMBING INFORMATION IN THEIR BIDS. NO EXTRAS WILL BE APPROVED FOR PLUMBING ITEMS SHOWN ON EQUIPMENT PLANS. g•• 4,44 .. ..... .. ..... . .... .. . .. ..... . ... , ..... , ' 2 • 5 5 5 ; ••• .:;/ : •ir'/Vi'f •-• AKA 2 ............. ............... g:r 4„„, //1/4•• 4./44' ./.44/ .41/,X, /4/ 44 4 , 14%/4 , ,,,,r40,1"4,74/ WC -2 // R-1 .. •,/,4:•• fe% $ ROOM • 3/4"CD •-..\ 11 CD .557 r.4:44017,,,,,,,,744144141,77,44-7.551. .4575454:455145147 / "51455 .45570% I••••. -055-'5,2,Z0455•2•1,4'55'5. 5-".:0.1•451:1:5-5::,»5141,1-111.1-1•1414101..%•;-.7.•••!..541c,020. ........ 5 ) L-1 L-1 ..... 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GW oj FS-1 FS-1 FS-1 4 ....7.•-„,....,.......„........;:,,,,„• ,,,., :„„•....7.... ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „....„,„„7,77.........„-,.....77.,..,.....„7.77..........,-..,.......77„:77,...„..--...„1. ,..-7.7„, ' ! . 4 ,........ . f.,,,,•,.r.r.erW,F,,,,,,,,•,..f.J.r.erWI,W,,,,,,,V.•.J.!Gc.4r,/•Wef-F.r.r.,•r:e,V,/,,,,,,,,,r,I.[,W.r.r.r./A,./S.W..,.//,J,..r.r./,,,f.e.I,,a,x/e•,/,,,, l e o ,,,,, .r...f , •WI ,,,,, ,,,,W+.e.frV.,A,,,.F•.e r y,W,, e.F.rl ,,,,,. /. , d ,,,,, Ar.v,,,,,,, (E)4"SS • / 4 4. ..Ave,A0mA:AA GCO ••••• :% • GCO . 03/4" (E)4"gS • • 0 4.7 .455•55. 4:1'4 " • ,21:/// y , 0"CD , 2440i 0 1 . 8' ••■••■ '•%•' • „,..7 P-58 PLUMBING WASTE AND VENT PLAN SCALE: 11 re,,,4,44,4%444:441,44•////,///.444,,,,,,,,,,,,,,,,,e/ 4,4 4 y / %'•• 47? 4 5" 5 • -5 5'34 5 • 4. ,,, ..e7/ , FS-1 TD-2 :Y,.119 ..ri.15:14:44 ,,,,,,,,,, ,,, /7- • •:; WO O' ,,,,,,,,,,,,,,,,,, ••••,. ,, ig ; SHEET NOTES CONNECT NEW 4" SANITARY SEWER TO EXISTING 4" SANITARY. SEWER. VERIFY PIPE LOCATION & INVERT BEFORE ANY WORK. COORDINATE W/SHELL BUILDING DRAWINGS. ADJUST LAYOUT AS REQUIRED. CONNECT NEW 4" GREASE WASTE TO EXISTING 4" GREASE LINE. SEWER. VERIFY PIPE LOCATION & INVERT BEFORE ANY WORK. COORDINATE W/SHELL BUILDING DRAWINGS. ADJUST LAYOUT AS REQUIRED. 0 VENT PIPING UP THRU ROOF. OFFSET PIPING IFC TO MAINTAIN MINIMUM DISTANCE OF 10 FEET FROM ANY HVAC UNIT FRESH AIR INTAKE. ALL VENTS ARE TO PENETRATE THE FLAT ROOF ONLY. NO VENTS ARE TO PENETRATE THE MANSARD ROOF. 0 1" CONDENSATE DRAIN TERMINATE OVER FLOOR SINK, INSULATE PIPING WITH 1" FIBERGLASS INSULATION. CI 3/4" DRAIN UP THRU ROOF TO NC UNIT WITH RAP & VENT. (TYP OF 4) INSULATE LINE FROM ROOF TO FLOOR SINK Wti H (.7 CELL ARMAPLEX. 0 3/4" WATER HEATER RELIEF TO FLOOR SINK 0 INDIRECT WASTE TERMINATE OVER FLOOR SINK, TYPICAL 0 FLOOR DRAIN WITH TRAP PRIMER, SEE TP-1 SHEET P-1 O FLOOR SINK WITH TRAP PRIMER, SEE TP-1 SHEET P-1 O 3/4" CONDENSATE DRAIN TERMINATE OVER FLOOR SINK, INSULATE PIPING WITH 1" FIBERGLASS INSULATION. GENERAL NOTES A. REFER TO EQUIPMENT PLANS FOR EQUIPMENT PLUMBING ROUGH IN DIMENSIONS. B. ALL CONDENSATE DRAINS MUST BE PIPED IN COPPER TO APPROVED RECEPTOR. C. FLOOR TO SLOPE TO FLOOR DRAINS, TYPICAL. SEE SHEET A.2. ._ 4 ' 4 ,_ ,. •= 2 = .4 g : ,......--. ....-. ,_ .—■ ‘5,, ._.-■-■ .. = 0 4.4. 16—. :=3 : : VI: ‘.. Z, : 2 ... -..r = L=, 0 .— LL1 4—. = . 1 1=-R • . _ . 1 2 ' ! 2 LI- - V. I II = ,2 L.= L-4- ' - - ":671::: - • .' '—' -1:: : : ! ...L a 4=4 LW L.. 0 = .-- = , e . - = ,- - ! ! . = - - . L-1-1 c=2 NO. III RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 r ViAs•i 05e, REVISION/ISSUE DATE PROJECT NUMBER: 3083 ihop south enfer fukwila wo DATE: DRAWN BY 03-21-2008 SHEET TITLE PLUMBING FLOOR PLAN WASTENENT SHEET NUIYBR: P-2 CITY SUBMITTAL • . RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 SEAL: 40 41 7 ,: - .E1._ . eiu t,.. , ,,,w 1 ... _ , I.1/,, ? Lt. .,''-..:. ; e/ Cft "sio q I V ,:•'" • '' " t, , ■:: i ''''' -,•, ::';',- i i•-' Nu El 1N bbn n is � � • 0 HI NO. REVISION/ISSUE DATE PROJECT NUMBER: 3083 ihap soulhcenfer Tukwila wa DATE: DRAWN BY: 03-21-2008 SHT TITLE PLUMBING FLOOR PLAN WATER/GAS SHEET NUMBER: P-3 CITY SUBMITTAL 1 . / ; : 1 i . .„ / c : 5 5 ' ' • - - ,,. I ; \ , i 5 5 1 '''::2-" - ',,,,r,.4.r . er ••• z e • • 4 • • • e ee. • „ 5.5 • • • • • • • • • • • • • e... • • • • • • • • • ee „ e • • • • „ 4 :.: 0 „„„„.,„„„„„„„,„„„„„.„„ . ,„„„ . „,„„„„„„„„„,„, , ,,,,, •••••••••••--1 r .„ Jee .4 // /// .44 /44•4,44•//449/;45.,..,444,44;745, /7/ // • • • -" / 1%4:kV rr.5...rr.re;e5 ..:5 „,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,, - , , e++ , — L-1 L-1 ' • ••••• .cdOlAf.:NS ' WC-2 i ''.; 1 R‘..301A 1 114 / , 7, ..:5-:::%. ,i, / 5ii II „, '',..', ,.,._ .; .,,,, „, . :: / - ...PIS/. , ' , lac ;;4777.417 /7e7/ . .4 ;??;; '45 .44;4•7/ . /1/44 :444 //Z. .1 -..-r-' ; ,/.; -1 .. - 1: ,,, 5 HALLWAY .,• „ „ • • ,,,,, r eeee;emee.e...we „, e , „,,et,5 . ;?;werereeeeveeexe•eeeee,,weef , , , ,..A . e.••••••,,,,,,•„....., - 9 2442 • A lye.ve,.. L-1 L-11 rt ....,""---,... , --- 5 %%, ..,/ s..‘„ 4 ; -":: ...... . l ":: ;:;;;;;...; .! ,,,, 0 . ,..„.„,....., „Se „, '..1. ,,,,,,,,, ,,,,,,,,,,,,,,, 5 5 141414 ,, ,,4444,,,,,,,,,,,,,,,,,,,,,, .5.5.5.„../.5.5,..J. L.... 4 44545:445,4445455, "ffir•gg-A 4 / ee".• P-114 sre ir e „ . „ . „ ••• G 5' A MV-2 ' •, „ • re 5.71; "'%3EIKP " ,,,, , „ MV-2 : ::445....• F • • • ,,,,, - ;• • , • ; , MV-2 ,,,,, ) • P-31 , ,•55"s5” 5r5 5 3 ,,,,,,, •••••-: "?•(". ; 5 5 P-31 . . r e•-'4•5•••••4•5•5••••re7. ,;:/.77.•••••••••••;14. • / --„‘V A O P-30 G 14 5 PLUMBING WATER AND GAS PLAN SCALE: 114" = 1-0" r /s , •./4 4 r 5 5 Z f5; ' • 5 4' e;? -44 ,,,,, r rr • • /.000 e. v. „. ,,,,,,,,,,, P-63 / • srr; ? = 5 • 8 5I .?. , ''''''''''''''' ' r, , P83 -5- 4 ---„,,„„:„.----„:5: •,,,,,,,,...;,..:„:,,,,,,,,,„.„,,,,,,„. ,,,,,,,,,,,,,, ---„,,,„.„„,,— 't... , • r fe, 154 •-•5„5,, • r 0 0 SHEET NOTES 2-1/2" WATER SERVICE TO CONNECT TO SHELL UTILITY WHERE SHOWN. COORDINATE WITH SHELLS/EXISTING CONDITIONS. STAINLESS STEEL ACCESS PANEL. ELMDOR DW SERIES 10" X 10" WITH SCREW DRIVER OPERATED LATCH. PROVIDE MIXING VALVE IN MENS/WOMENS RESTROOM, ROUTE TEMPERED WATER (110°) AND COLD WATER TO LAVATORIES. (WERE REQUIRED.) ® 1/2" CW/TVV TO ITEM K-102, PROVIDE WATTS MODEL 9BD BAC KFLOW PR EVENTER . LOCATION OF CONNECTION TO EXISTING GAS LINE IN SUITE. COORDINATE WITH SHELLS FOR LOCATION OF METER. TOTAL CONNECTED LOAD: 2,564 MBH , TOTAL DEVOLEPED PI PE LENGTH: 200 FT. SEE SITE UTILITY PLAN. AUTOMATIC GAS SOLENOID VALVE IFC WITH ACCESS DOOR. INTERLOCK WITH EXHAUST HOOD FIRE PROTECTION PANEL. RUN 2-1/2" GAS HEADER BELOW COUNTER (IN WALL). GAS PIPING UP TO ROOF. VERIFY LOCATION WITH SHEET M-3 MECHANICAL ROOF PLAN. PROVIDE 1/2" STUB-OUT ABOVE BACK SPLASH FOR QUICK DISCONNECTS TO EQUIPMENT (TOTAL OF 8 CONNECTIONS.) ITEM QDI ON SHEET FS-2 SEE ROUGH IN DRAWING. (TYP. 8) ® PROVIDE HEAT TAPE ON LINES CONTAINING WATER IN MECH ROOM. 3/4" C & HW, D W/ MIXING VALVE. SET OUTLET TEMP. AT 110°. 2" GAS FROM MAU ON ROOF. GENERAL NOTES A. REFER TO EQUIPMENT PLANS FOR EQUIPMENT PLUMBING ROUGH-IN DIMENSIONS. B. ALL UTILITIES ON THIS SHEET SHALL BE ABOVE CEILING OR IN FURRED WALLS C. PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT, INCLUDING QUICK DISCONNECTS AND EARTHQUAKE RESTRAINING CABLES. REFER TO P-6 FOR ALL SIZES ,=." :__ :: Elui - le::: =i i==i52316 ":"I' III—" 5 M , 4 _,-••,:,--' . g . I 4 '11 11! O IC7' -.-' := = : - i 5 i O 5 = 5 = 1 -- = 01 S = .= 0 = 1 E l.'""'' El ='''' EL 4 ;- : "Wi!'19 i l l 1..; ! I; -'! . .til 69. =' , . . . I • a .s 0 ... '-- = 0 • i + l • • • `- .\\ \ \\\ \W \ \ \\\\\ \ \ \ \ \ \ \ \ \ \ \U' \ \U• \ \\\ \ \ \\\\\\ \ \ \ \\\ \ \ \ \ \ \ \U' \h` .q\\ \ \ \ \ \\\ \ \\l \ \ \ \ \ \ \ \ \ \ \ \\ .ice \' .\V \\\ \\\ \ \ \ \ \ \ \\\ \ \\\ \ \ \ \• . \ \U \ \\\ \ \ \ \ \ \ \ \\ \\\\ \W \ \U` .\\U` .� \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \U` . \\�' . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\� \ \ \\\ \U• �\ \l' .\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\l \ \ \ \ \ \ \N• t\\U• n \ \UW \\1 \ \ \ \\\ \ \ \ \V \ \\U• \ \ \ \` .� \ \ \ \ \ \\\ \ \ \ \ \\\\ \\\ \ \ \ \ \ \�• . \ \ \' . \ \ \ \ \ \ \ \ \ \ \\\\\\\ \ \ \ \ \ \ \ \ \ \\T h\ \U• n\ mH U) CD DJ rn >11 w z 00 CD D Km >Xc 0 zrn O0) U) pG) r- Z i o o zo C7 �7 = D *z z0 � Z an stit t k r _ m DE- < 00C�) 0 � mz.T= QQzUD) (D,) zz-=1 7)� -JD mm�—° -° x0 n -0z 0i =z z > - D O Z z > O - n C0 0 -0= _1 =nz 0m00 O s. c � rn O zo - m m n z�o pj 0 O � o 7O r n00 s m: o 1-0Z< rn m m ` Q m 0 0 = m m - 0--1 Fri 00-or. H m z -I Z' m -o om wio cc. 2 7 ) Ili -, zo <. co, rn D0 ?C - n Z eo Z THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS Of SERVICE AND ARE THE PROPERTY Of RAM GROUP ARCHITECTS, PLLC. ALL DESIGNS AND OTHER INFORMATION ON TIE DRAWINGS ARE FOR THE USE Of THE SPECIFIED PROTECT AND MALI NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE EXPRESSED WRITTEN PERMISSION RM[SSfOH OF RAM GROUP ARCNIifCTS, PLLC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRA[iORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS MD CONDITIONS ON THE NB AM CHIN GROUP DIMENSIONS AND CONDITIONS INDICATED ON THE DRAWINGS. SHOULD IT APPEAR THAT ANY WORK COVERED BY THE CONTRACT IS NOT SUFFICIENTLY DETAILED DR EXPLAINED; OR If CONFLICTING INFORMATION EXISTS, THE CONTRACTOR SHALL NOTIFY RAM GROUP /RCNITECTS, PLLC IN WRITING. RAM GROUP ARCHITECTS, PLLC SHALL NOT Bf RESPONSIBLE FOR ERRORS OR OMISSIONS CAUSED BY !NE CONTRACTOR'S RIME TO PROPERLY NOTIFY RAM GROUP ARCHITECTS, PLLC FRiOR TO WORK BEING (WINCED. MOP DRAWINGS SHALL BE SUBMITTED i0 RAM GROUP ARCHITECTS, PLL C C P I RIOO [T A R TO O PROCEEDING PLLC MAR WI1N BE NOTIFIED IN WRITING OF ANY DEVIATIONS fR01A THE PRIOR ANY WORK. 07 0 CJ m STORi NO. 11■1 wow LOCATION: SOUTHCENTER SQUARE BUILDING "S" - SUITE 104 17250 SOUT+fCENT-ER PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON cD D 11 W 0 0 • • • • • v ` \ IN W e N ; N S it s 41■110 ..3of 0 0 i I �I N = 0 - -- 7 0 N 4 / • 7 • i • • i • i l V N 1 �— W� • if? 0 1 3 • • • • • • • 7 • • In \ 1 \ co o / e . "....... r N_ ,1A4 N > • \ 1 e e • • co\A • 1 / THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF RAM GROUP ARCHITECTS, PLLC. ALL DESIGNS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR THE USE OF THE SPECIFIED PROJECT AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE EXPRESSED WRITTEN PER6IISSION OF RAM GROUP ARCHITECTS, PLEC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS MAIL VERIFY AND BE RESPONSIBLE fOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND RAM GROUP ARCHITECTS PLLC SHALL BE i O HO Iflf IN WRITING OF ANY DEVIATIONS FROM THE DIMENSIONS AND CONDITIONS INDICATED ON THE DRAWINGS. SHOULD IT APP EAR THAT ANY WORK COVERED BY THE CONTRACT IS NOT SUFFICIENTLY DETAILED OR EXPLAINED; OR IF CONFLICTING INFORMATION EXISTS, THE CONTRACTOR SHALL NOTIFY RAM GROUP ARCHITECTS, PLLC IN WRITING. RAM GROUP ARCHITECTS, PLLC SHALL NOT BE RESPONSIBLE MR ERRORS OR OMISSIONS CAUSED BY THE CONTRACTOR'S FAILURE TO PROPERLY NOTIFY RAM GROUP ARCHITECTS, PLLC PRIOR TO WORK BEING CONKED. SHOP DRAWINGS SHALL BE SUBMITIEO TO RAM GROUP ARCHITECTS, PLLC PRIOR TO PROCEEDING WITH ANY WORK. m CO CO co a r n 0 z 0 rh STORE NO. LOCATION: SOUTHCENTER SQUARE BUILDING "S" - SUITE 104 17250 SOUT-FICENT[R PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON 3- 2" (500) LOW PRESSURE NATURAL GAS CALCULATION: SIZED PER 2006 UPC: TOTAL DEVELOPED LENGTH : 271' TOTAL GAS LOAD (MBH): 2119 MBH MAU 500 MBH ;V 2' 1-1/2" (340) 1 -1/4" (120) 1 FRYER 340 MBH 1 -1/4" (180) 1 -1/2" (300) 5' 1 -1/4" (180) 4~ RANGE 4 ' 180 MBH GRIDDLE 7' 180 MBH GRIDDLE 120 MBH 1 -1/4" (180) 2" (600) 1 -1/4" (120) 2" (480) 25 12' 4" (1 979) 10' 3" (1780) 5' 6' GRIDDLE 180 MBH GRIDDLE 120 MBH SCALE: NONE 13' SCALE: 1/4" = 1 -0" 2' 1 -1/4" (140) - 2 -1/2" (780) 12' 1" (60) 2' 1/2" 1/2 P -117 3/4" 4" (2119) AC -1 100 MBH 2 GAS PLUMBING ISOMETRIC 1" (100) (E)4" (100) 2 AC -4 100 MBH 24' 14' 15' 1 -1/4" (199) 3/4' 1 -1/4" 1 -1/4" 1/2" 1 -1/4" P -120 1" COLD WATER PIPING ISOMETRIC 30' (E)GAS METER LOCATION ON SITE 3/4" (40) 2� AC -3 40 MBH 1 96' 11 GWH -1 199 MBH 12' P -70 3/4" P -70 \I 1/2 0 FD 4 P -6 1/2" L -1 L - 1/2 1 -1/4" UR -1 1 -1/2" \ 1/ 2 11 TP FD WC - 1 OFD - 1/2 11 WC -2 1/2" WC -2 1 -1/2" 1 -1/2" 1/2" HOT WATER PIPING ISOMETRIC (110°) SCALE: NONE P -58 MV -2 P -109 MV -2 HOT WATER PIPING ISOMETRIC (140°) SCALE: NONE 1/2" P -109 MV -2 P -58 MV -2 1" P -77 GWH -1 SEAL. N0, MI II Ill RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 REVISION /ISSUE DATE PROJECT NUMBER: 3083 ihap south enfer Tukwila wa DATE: I DRAWN BY: 03-21-2008 SHEET TITLE PLUMBING ISOMETRIC WATER AND GAS mg NUMBER: P -6 CITY SUBMITTAL � o aril RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: y 9 UG wAs f ' / JS +iP N. 391'r JcZ qy S S 1,. NO. REVISION /ISSUE DATE PRONCT NUMBER: 3083 ihep soufhcenfer fukwilo wo DATE: 03 -21 -2008 DRAWN BY: SfI[CT TITLC PLUMBING DETAILS AND SCHEDULES SfIt[T NUMBER: P.7 CITY SUBMITTAL "CO" TO BE CAST IN COVER 6" THICK BY 18" SQUARE CONCRETE PAP / r GRADE OR PAVING BUILDING DRAIN OR SEWER MATERIAL AND SIZE AS SPECIFIED. ANGLE IRON GRADE CLEANOUT DETAIL SCALE: NONE • • Z.. 1t 1111 ( i _ --• �. �. 1 11111 IIII 11111 11111 FLOOR CLEANOUT DETAIL SCALE: NONE SHEET LEAD FLASHING - MOP IN WITH ROOFING MATERIAL INCREASER WHEN REQUIRED -. VENT THRU ROOF DETAIL SCALE: NONE CAULK WITH ROOF MASTIC COUNTERFLASHING CAP LEAD FLASHING ROOFING 1/2" U BOLT 4 PIPE THROUGH ROOF SCALE: NONE l l ff`!l I �� j ��. �. �. 4 jl` � FCO 4" (MAX.) CAST IRON CLEANOUT WITH HEAVY DUTY COVER REQUIRED PVC LONG SWEEP 1/4" BEND OR PVC COMB. "Y" & 1/8" BEND. (USE REDUCING TYPE WHERE REQUIRED) I J ` . 1/8 BEND OR PLUG WYE INHERE FC0 � OCCURS MI El • DIRECTION OF FLOW TURN LEAD DOWN INTO STACK FIN. FLR. OR DECK ROOFING MATERIAL ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED. 3- VANDAL PROOF SET SCREWS WATER PROOF PERMASEAL STEEL REINFORCING BOOT . STRUCTURAL MEMBER BOLT OR SCREW TO STRUCTURE GAS LINE RED MERCURY THERMOMETER 30° TO 240 °F 3 -1/2" STEM BALL VALVE DIELECTRIC UNION "SPACEMAKER" SIESMIC RESTRAINT LOCATED AT UPPER AND LOWER THIRD OF WATER HEATER. PLUG VALVE UNION DIRT LEG BOLT TO FLOOR EA. LEG W/ 1/2" DIA, BY 2" LONG "REDHEADS" WATER HEATER SCALE NONE 3/4" HW GATE VALVE (T(P) SCALE: NONE MANUAL BYPASS VALVE NORMALLY CLOS SOFT WATE.R-- A.C. UNIT DISHWASHER CONNECTION MECHANICAL CONTR SEE B /M -4 NOTE1. TRAP AND DRAIN ASSEMBLY AND PIPING SHALL BE INSTALLED IN A MANNER THAT WILL NOT BLOCK REMOVAL OF ALL ACCESS PANELS. 2. SHALL MECHANICAL CONTRACTOR CONDENSATER PIP VENTED , REFERTO PLANS FOR ROUTING. CONDENSATE DRAIN TRAP DETAIL SCALE: NONE � -1 1/2" UNION (TYP) 3'� 8 " HARD WATER FINISHED FLOOR PRESSURE REGULATOR WATTS, MODEL U5BLP SHOCK , ABSORBER CRTBING CONTRACTOR 1 1/2" 2 -1/2" DIA. DIAL PRESS. GAUGE 0 TO 200 PSI "ZURN" MODEL WXT WATER THERMAL EXPANSION TANK. COMB. PRESS. & TEMP. RELIEF VALVE -PIPE DISCHARGE LINE TO FLOOR SINK. GAS FIRED WATER HEATER PRESSUR GAUGE DISHWASHER OPEN AIR VENT ON DOWN SIDE OF TRAP FLUE BY HEATING CONTR. VACUUM RELIEF VALVE IF REQUIRED BY CODE CONDENSATE DRAIN LINE - CONNECT TO CODE - APPROVED RECEPTOR SLOPE 2% VACUUM BREAKER STRAP -ON AQUASTAT 3/4" PRIME DRAIN PRIOR TO STARTING UNIT (TYP.) INSULATE DRAIN LINE DN. THRU ROOF WHERE FREEZING OCCUR ROOF 3/4" H.W. INLET SCALE: NONE CEILING SCALE: NONE rp>.7c MIXING VALVE DETAIL FLASH AND SEAL ROOF PENETRATION WEATHERTIG PLUG VALVE SIZE OF IN- COMING LINE S G GAS PIPING IN ATTIC AC GAS PIPING 3/4" C.W. INLET COMBINATION CHECK/STOP VALVE UNION 1" TEMPERED WATER OUTLET BALL VALVE THERMOMETER TEMP. SETTING DIAL (SET AT 120° F) DIRT LEG UNION CONNECTION TO EQUIPMENT STUB P -7 TYPICAL GAS FIRED `ROOF MOUNTED �` EQUIPMENT ROOF 0 4 0 2 q = cra LAA s _ m � � c H O 0 0 0 0 } q s c� u — �N 3 0 o ..• LAA a— 2 o� > , 4 0 s 0 s � W LA- .•-. La = C S s 414 � a = z a = u z rc .Qt cla 3 ° S ° z g s o 2 c 0 o� f� = 2 LA- a � ° C o O W = d LAA e = I C7 q E 2 -pr g 0 o y LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NO. LAMP QTY. & TYPE FIXTURE WATTAGE VOLTS DESCRIPTION REMARKS 0 KICHLER , LIGHTING OLDE IRON 1071601 (1)13W GX24q 18 120 SMALL COMPACT FLUORESCENT PENDANT FIXTURE VERIFY STEM LENGTH SEE SHEET E2 0 KICHLER LIGHTING OLDE IRON 2671 - 01 (3) 14W GU24 (A19) 42 120 LARGE COMPACT FLUORESCENT PENDANT FIXTURE VERIFY STEM LENGTH (SEE ARC'L) PROVIDE TCP 'LOCK -IT' GU 24 BASE FOR ALL LAMPS L3 TCP LIGHTING 59311- WH-35K 11W GU24 (PAR 20) 14 120 MONOPOINT SPOT WITH SINGLE CIRCUIT 8' TRACK _ WHITE FINISH 0 , UTON LIGHTING LH7 -LLF / LR6- GU24 -27K 12W L.E.D. 12 120 RECESSED COMPACT FLUORESCENT DOWNLIGHT - L5 TCP L GHTING OLDE G RO I N 6764 -01 9W CFL 13 120 COMPACT FLUORESCENT WALL SCONCE MOUNT @ 7'0" A.F.F. L6 B9430 -07 -H2 ESA UHTING (1)26W DTT 37 120 FLUSH MOUNTED WALL SCONCE _ L7 C -132 - E LIGHTING C -132 -B (1) F32 T8 36 120 48" FLUORESCENT STRIP FIXTURE END TO END UPLIGHT MOUNTED TO TOP OF BEAM. SEE SHEET E2 L8 ELITE LIGHTING B4PL-- 13- E- MV- B407 -CL -WH (1)13W DTT 17 120 MINIATURE COMPACT FLUORESCENT WALL WASH FIXTURE _ o NOT USED - - - LARGE DIAMETER PENDANT BOWL FIXTURE (44 ") 10 LITHONIA # 2GT- 332- FW -Al2 -120 -GEB (2) F32 T8 62 120 2' X 4' 2 -LAMP FLUORESCENT LENSED GRID TROFFER PROVIDE GEB ELECTRONIC BALLAST 4 LITHONIA # 2GT- 232- FW -Al2 -120 -GEB (2) F32 T8 62 120 2' X 4' 2 -LAMP FLUORESCENT LENSED GRID TROFFER PROVIDE GEB ELECTRONIC BALLAST 12 UTHONIA # 2SPF-232-FW-Al2-120-GEB (2) F32 T8 62 120 2' X 4' 2 -LAMP FLUORESCENT LENSED TROFFER FOR GYPBOARD CEILING PROVED GEB ELECTRONIC BALLAST 13 C ITHONIA # C232- SSB -CW (2) F32 T8 62 120 4' FLUORESCENT STRIP FIXTURE BALL T COLD WEATHER ELECTRONIC G - HVFUBBELL - 15112D # -CW 100W A19 100 120 VAPOR TIGHT GLOBE FIXTURE WITH CAST GUARD 15 LITHONIA # GT- 232- FW -Al2- Al2-120-GEB (2) F32 T8 62 120 1' X 4' 2 -LAMP FLUORESCENT LENSED GRID TROFFER PROVIDE GEB ELECTRONIC BALLAST 2D LITHONIA # TWH- 175M- 120 -DWH 175 MH 205 120 WET LOCATION METAL HALIDE WALL PACK - MOUNT © 8' -O" A.F.G. - l e LITHONIA # Ci 32- 120 -GW 32W TS 32 120 4' SURFACE MOUNTED FLUORESCENT STRIP LIGHT PROVIDE COLD WEATHER BALLAST C7 0117- IA # C117 - 120 -CW F17 T8 24 12O 2' SURFACE MOUNTED FLUORESCENT STRIP LIGHT PROVIDE COLD WEATHER BALLAST 23 KICHLER # E- 96- GV- 9652CV WM 100W A19 100 120 WET LOCATION DECORATIVE INCANDESCENT WALL SCONCE _ _ WINONA LIGHTING # 25957 -2 -P2 F14 T5 18 120 2' EXTRUDED ALUMINUM WALLWASH FLUORESCENT FIIXTURE WITH SHIELD PROVIDE REMOTE BALLAST 25 L 400 /IN # L40O /INC10 - WHITE 100W A19 100 120 SINGLE DIRECTION INCANDESCENT WALL FIXTURE MOUNT @ 1O' -O" A.F.F. 26 GARDCO # 104- MT- 226QF- UNIV -WP (2) 26W DTT 54 120 HALF CYLINDER EMERGENCY EGRESS FIXTURE SECONDARY LIGHT SOURCE TO BE ENERGIZED BY PCF UNIT. SEE DETAIL ON SHEET E6.0) 0, # RUUD AC2440 -- LIGHTING �- OR - PR2440 400MH 426 120 TANDEM ARM MOUNTED AREA LUMINAIRES MOUNTED 90' APART PROVIDE PS4S25C2BZ SQUARE STEEL POLE COORDINATE WITH DEVELOPER SD HYDREL # M9720 -AB- PAR38- 175MFL- 120 -WWD 175W PAR38 175 120 IN -GRADE WET LOCATION INCANDESCENT UPLIGHT WALL WASH FIXTURE SE RUUD LIGHTING # LUMENTON AG880 -MH400 -120 400MH 426 120 J -BOX MOUNTED FLOODLIGHT MOUNT @ 18' -0" A.F.G. OR ON ROOF IA # 6ELM2 -N- SSB --H 6ELM2 5W 5.4 120 TWIN HEAD WALL MOUNTED EMERGENCY FIXTURE WITH INTEGRAL NiCAD BATTERY SPECIFY WHITE HOUSING MOUNT @ 7' -10" A.F.F. cog LITHONIA # LQM-S-W-3-G-120/277-ELN LED [1W UNIV LED EXIT SIGN WITH DIRECTIONAL ARROWS AND UNIVERSAL MOUNTING AS REQUIRED SPECIFY WHITE FINISH AND GREEN LEERS REFERENCES & ABBREVIATIONS Q A AC AFF AHJ C CO CU (E) EM (ER) LIGHTING FIXTURE DESIGNATION DETAIL REFERENCE KEYNOTE REFERENCE KITCHEN EQUIPMENT DESIGNATION MECHANICAL EQUIPMENT DESIGNATION AMPS ABOVE COUNTER ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION CONDUIT CONDUIT ONLY W /PULL ROPE COPPER EXISTING TO REMAIN EMERGENCY EXISTING TO BE REMOVED (EL) EXISTING TO BE RELOCATED FLA FULL LOAD AMPS G GROUND GFI GROUND FAULT CIRCUIT INTERRUPTER MCB MAIN CIRCUIT BREAKER MLO MAIN LUGS ONLY NL NIGHT LIGHT OC ON CENTER P0S POINT OF SALE TMB TELEPHONE MOUNTING BOARD UC UNDER COUNTER UON UNLESS OTHERWISE NOTED V VOLTS VL VERIFY LOCATION WP WEATHER PROOF ELECTRICAL SYMBOLS LIST INDICATES PHONE /DATA CONNECTION POINT TO ELECTRIFIED PARTITION. MULTI- PAIR CABLE CONNECTION TO BE EXPOSED BETWEEN FACE OF J -BOX AND GROMMET AT FURNITURE SYSTEM. THE CONTRACTOR SHALL VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS WITH INSTALLED EQUIPMENT MANUFACTURER PRIOR TO ROUGH -IN. PROVIDE (1) 1- 1/4 "C.O. TO POINT ABOVE ACCESSIBLE CEILING SPACE - VERIFY WITH PRE -WIRE INSTALLER PRIOR TO ANY ROUGH -IN WORK. INDICATES FLOOR MOUNTED PHONE /DATA CONNECTION POINT TO ELECTRIFIED PARTITION. MULTI- PAIR CABLE CONNECTION TO BE EXPOSED BETWEEN FACE OF J -BOX AND GROMMET AT FURNITURE SYSTEM. THE CONTRACTOR SHALL VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS WITH INSTALLED EQUIPMENT MANUFACTURER PRIOR TO ROUGH -IN. PROVIDE (1) 1- 1/4 "C.O. TO POINT ABOVE ACCESSIBLE CEILING SPACE -- VERIFY WITH PRE -WIRE INSTALLER PRIOR TO ANY ROUGH-IN WORK. AV VIDEO OUTLET WITH "F" TYPE CONNECTOR MOUNTED AT +18 A.F.F.. PROVIDE 3/4" CONDUIT STUBBED TO ACCESSIBLE CEILING SPACE ABOVE. VIDEO OUTLET MOUNTED FLUSH IN FLOOR. PROVIDE 3/4" G.D. TO NEAREST WALL AND STUB INTO ACCESSIBLE CEILING SPACE. AUDIO VIDEO FLOOR BOX WIRE -MOLD - FS 880 OMNI -BOX ; RS RFB2 (OR EQUAL) CAMERA OUTLET. CONDUIT CONCEALED WITHIN BUILDING WALLS OR CEIUNG SPACE. TICK MARKS INDICATE QUANTITY OF #12 THHN / THWN CONDUCTORS - U.Q.N.. CONDUIT SHOWN WITH NO TICK MARKS INDICATE 2 #12 THHN / THWN CONDUCTORS -- U.O.N.. CONDUIT SHALL BE 3/4" MINIMUM - U.O.N. . CONDUIT ROUTED BELOW FINISHED GRADE AND / OR CONCRETE SLAB. TICK MARKS INDICATE QUANTITY OF #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUITS SHOWN WITH NO 'PICK MARKS INDICATE 2 #12 THHN / THWN CONDUCTORS - U.O.N.. CONDUIT SHALL BE 3/4" MINIMUM - U.O.N.. INCLUDE CODE SIZED COPPER BOND CONDUCTOR (NOT SHOWN ON PLAN) IN ALL NON- METALLIC CONDUIT RUNS. INDICATES CONDUIT DROP WITHIN BUILDING WALL. REFER TO CONDUIT SYMBOL ABOVE. INDICATES CONDUIT RISER WITHIN BUILDING WALL. REFER TO CONDUIT SYMBOL ABOVE. � 1 FLEXIBLE CONDUIT CONNECTION FROM JUNCTION BOX. INDICATES GREEN CODE SIZE EQUIPMENT GROUNDING CONDUCTOR. ALTHOUGH AN EQUIPMENT GROUNDING CONDUCTOR IS NOT INDICATED ON ALL BRANCH CIRCUITING, INCLUDE A GREEN EQUIPMENT GROUNDING CONDUCTOR, SIZED PER NEC 250.122 WITH ALL BRANCH WRING 50V AND GREATER. HOMERUN TO DESTINATION AS INDICATED. REFER TO CONDUIT SYMBOL ABOVE. 1 --o- -I SURFACE MOUNTED FLUORESCENT STRIP LIGHTING FIXTURE. "EM" AND /OR SHADED CONNECTION POINT INDICATES FIXTURE WITH EMERGENCY BATTERY PACK (MINIMUM 1100 LUMEN OUTPUT). "NL" INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. �--� -� CHAIN HUNG FLUORESCENT STRIP UGHTING FIXTURE. MOUNTING HEIGHT TO BE AS INDICATED ON FIXTURE SCHEDULE. "EM" AND /OR SHADED CONNECTION POINT INDICATES FIXTURE WITH EMERGENCY BATTERY PACK (MINIMUM 1100 LUMEN OUTPUT). "NL" INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. SURFACE MOUNTED FLUORESCENT WRAPAROUND TYPE LIGHTING FIXTURE. "EM" AND /OR SHADED CONNECTION POINT INDICATES FIXTURE WITH EMERGENCY BATTERY PACK (MINIMUM 1100 LUMEN OUTPUT). "NL" INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. ED RECESSED FLUORESCENT LIGHTING FIXTURE. "EM" AND /OR SHADED CONNECTION POINT INDICATES FIXTURE WITH EMERGENCY BATTERY PACK (MINIMUM 1100 LUMEN NL OUTPUT). "NL" INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. a NL O RECESSED OR SURFACED MOUNTED DOWN LIGHTING FIXTURE. "NL" INDICATES FIXTURE ON NIGHT LIGHT CIRCUIT. O RECESSED WALLWASHER LIGHTING FIXTURE. 10 WALL MOUNTED LIGHTING FIXTURE. s RECESSED STEP LIGHTING FIXTURE. Q BOLLARD TYPE LIGHTING FIXTURE. PROVIDE CONCRETE FOOTING PER MFGRS. REQUIREMENTS. #22- SINGLE OR TWO CKT. LIGHTING TRACK AS SPEC'D IN LTG. FIXTURE SCHEDULE. a[( LANDSCAPE FLOOD UGHTING FIXTURE. 0-0 POLE MOUNTED M.I.D. LIGHTING FIXTURE. O ILLUMINATED EXIT SIGN WITH NUMBER OF FACES AND DIRECTION OF EGRESS ARROWS AS INDICATED. LSI LOW LEVEL EXIT SIGN AS SPECIFIED ON LIGHTING FIXTURE SCHEDULE. EGRESS EMERGENCY BATTERY PACK LIGHT FIXTURE (BUGEYE). STANDARD 20A, 120/277V-10 SPST TOGGLE SWITCH MOUNTED AT +48" A.F.F. - U.O.N. a,b - DENOTES TWO SWITCHES AND THEIR RESPECTIVE CONTROL IDENTIFICATION. 3 - DENOTES 3 -WAY SWITCH (� - DENOTES - 120V. - 10 (AS NOTED) SLIDING TYPE DIMMER SWITCH. - LUTRON "NOVA -T" SERIES OR APPROVED EQUAL, PROVIDE SEPARATE NEUTRAL FOR EACH DIMMER AND DIMMER RACK CIRCUIT. ® WALL MOUNTED INFRA -RED OCCUPANCY SENSOR. USE WATTSTOPPER "WI 200" FOR SINGLE SWITCH AND "WI 300" FOR "ab" SWITCHING OR EQUAL. ® CEIUNG MOUNTED INFRA -RED OCCUPANCY SENSOR. USE WATTSTOPPER "FIR" WITH POWER PACK OR EQUAL. ® CEIUNG MOUNTED ULTRASONIC OCCUPANCY SENSOR. USE WATTSTOPPER " WT " WITH POWER PACK OR EQUAL. (8) (8) 9 9 STANDARD 20A, 120V-10 GROUNDING TYPE FOUR -PLEX RECEPTACLE MOUNTED AT +18" A.F.F. - U.O.N. t 1 (8) ® STANDARD 20A, 120V -10 GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED WITHIN FLUSH FLOOR OUTLET BOX. STANDARD 20A, 120V -10 GROUNDING TYPE FOUR -PLEX RECEPTACLE MOUNTED WITHIN FLUSH FLOOR OUTLET BOX. Q POKE -THRU DEVICE WIRE -MOLD - RC4 OR RC3 (OR EQUAL) ,is STANDARD 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE CEILING MOUNTED. LID FUSED DISCONNECT SWITCH. AMPS, POLES AND FUSE SIZE AS INDICATED. OPEN- INDICATES NON -FUSED W.P. - INDICATES NEMA 3R ENCLOSURE ® MAGNETIC MOTOR STARTER. POLES AND NEMA SIZE AS INDICATED. PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION PER MOTOR NAMEPLATE DATA, 120V CONTROL COIL -- U.O.N., AND H.O.A. (HAND - OFF -AUTO) SWITCH. W.P. -- INDICATES NEMA 3R ENCLOSURE L® COMBINATION DISCONNECT SWITCH /MAGNETIC MOTOR STARTER. AMPS, POLES, FUSE SIZE, AND NEMA SIZE AS INDICATED. PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION PER MOTOR NAMEPLATE DATA, 120V CONTROL COIL --- U.O.N., AND H.O.A. (HAND -OFF -AUTO) SWITCH. W.P. - INDICATES NEMA 3R ENCLOSURE MANUAL MOTOR STARTER SWITCH. HORSEPOWER RATED -120V - 10 - U.O.N. PROVIDE $M COMPLETE WITH THERMAL OVERLOAD PROTECTION. J JUNCTION BOX. SIZED BY THE CONTRACTOR PER ACTUAL NUMBER OF CONDUITS AND /OR CONDUCTORS PASSING THRU. CY MOTOR OUTLET. H.P. OR F.L.A. - VOLTS & PHASE AS INDICATED. VERIFY ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS WITH INSTALLED EQUIPMENT MFG. PRIOR TO ANY ROUGH-IN WORK. SERVICE ENTRANCE OR DISTRIBUTION EQUIPMENT AS SPECIFIED. BRANCH CIRCUIT PANELBOARD. FLUSH OR SURFACE MTD. AS INDICATED. TRANSFORMER AS SPECIFIED, TELEPHONE PLYWOOD BACKBOARD. THERMOSTAT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. PROVIDE J -BOX AT +48" A.F.F. - U.O.N. PROVIDE 1/2" C.O. TO ASSOCIATED HVAC UNIT OR ACCESSIBLE CEILING SPACE. AMU 11 ELECTRICAL SYMBOLS LIST (CONTD STANDARD 20A, 120V -10 GROUNDING TYPE SIMPLEX RECEPTACLE MOUNTED AT +18" A.F.F. - U.O.N. STANDARD 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED AT +18" A.F.F. - U.O.N. STANDARD 20A, 120V -10 GROUNDING TYPE DUPLEX RECEPTACLE HALF SWITCHED MOUNTED AT +18" A.F.F. - U.O.N. STANDARD 20A, 120V -10 GROUNDING TYPE "GROUND FAULT INTERRUPTER" (G.F.I.) RECEPTACLE MOUNTED AT +18" A.F.F. - U.O.N. STANDARD 20A, 120V -10 ISOLATED GROUND TYPE DUPLEX RECEPTACLE, ORANGE IN COLOR, MOUNTED AT +18" A.F.F. -- U.O.N. SPECIAL RECEPTACLE MOUNTED AT +18" A.F.F. - U.O.N.. AMPS -- VOLTS & PHASE AS INDICATED ON PLANS. VERIFY NEMA CONFIGURATION WITH INSTALLED EQUIPMENT SUPPLIER PRIOR TO PLACING ORDER. HOSPITAL GRADE 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE, RED IN COLOR, ON EMERGENCY CIRCUIT MOUNTED AT +18" A.F.F. -- U.O.N. SWITCHED OR DIMMED (AS NOTED) SIMPLEX 120V RECEPTACLE MOUNTED AT +18" A.F.F. - U.O.N. STANDARD 15A, 120V -10 SIMPLEX CLOCK RECEPTACLE. POWER CONNECTION TO ELECTRIFIED PARTITION (AS PROVIDED BY OTHERS). PROVIDE 3/4" FLEXIBLE CONDUIT CONNECTION PER MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS WITH INSTALLED EQUIPMENT MANUFACTURER PRIOR TO ANY ROUGH-IN. NUMBER IN PARENTHESIS DENOTES NUMBER OF 20A -120V DUPLEX RECEPTACLES IN FURNITURE SYSTEM TO BE CONNECTED TO CIRCUITS AS SHOWN. PROVIDE A MINUMUM 16' HARNESS. POKE -11HRU DEVICE FOR CONNECTION TO ELECTRIFIED PARTITION (AS PROVIDED BY OTHERS). PROVIDE 3/4" FLEXIBLE CONDUIT CONNECTION PER MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS WITH INSTALLED EQUIPMENT MANUFACTURER PRIOR TO ANY ROUGH -IN. NUMBER IN PARENTHESIS DENOTES NUMBER OF 20A -120V DUPLEX RECEPTACLES IN FURNITURE SYSTEM TO BE CONNECTED TO CIRCUITS AS SHOWN. PROVIDE A MINUMUM 16' HARNESS. POKE -THRU DEVICE: WIRE -MOLD - 4FFATC (POWER AND DATA -3/4 ", 1/4 ") RC9AM2 (DATA ONLY - 2 ") OR EQUAL. COMBINATION FLOOR BOX WIRE -MOLD - FS 880 OMNIBOX ; RS RFB2 OR RF34 (OR EQUAL) FLOOR BOX FOR CONNECTION TO ELECTRIFIED PARTITION (AS PROVIDED BY OTHERS). PROVIDE 3/4" FLEXIBLE CONDUIT CONNECTION PER MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS WITH INSTALLED EQUIPMENT MANUFACTURER PRIOR TO ANY ROUGH -IN. NUMBER IN PARENTHESIS DENOTES NUMBER OF 20A -120V DUPLEX RECEPTACLES IN FURNITURE SYSTEM TO BE CONNECTED TO CIRCUITS AS SHOWN. PROVIDE A MINUMUM 16' HARNESS. FLOOR BOX DEVICE: WIRE --MOLD - RFB2- S38PPTCXX (OR EQUAL). VOLUME CONTROL MOUNTED AT +48" AFF. PROVIDE SINGLE GANG BACK BOX WITH 3/4" RISER TO ACCESSIBLE CEILING SPACE ABOVE OR AS OTHERWISE INDICATED. S TELEPHONE OUTLET MOUNTED AT +18" A.F.F. WITH (2) RJ45 PORTS -- U.O.N.. PROVIDE 3/4" C.O. TO POINT ABOVE ACCESSIBLE CEILING SPACE OR AS OTHERWISE INDICATED. W - DENOTES WALL MOUNTED © +48" A.F.F. U.O.N. ✓ DATA OUTLET MOUNTED AT +18" A.F.F. WITH (2) RJ45 PORTS - U.O.N. - PROVIDE 3/4" C.O. TO POINT ABOVE ACCESSIBLE CEILING SPACE OR AS OTHERWISE INDICATED. W - DENOTES WALL MOUNTED © +48" A.F.F. U.O.N. 7 COMBINATION TELE /DATA OUTLET MOUNTED AT +18" A.F.F. WITH (4) RJ45 - U.O.N.. PROVIDE (2) 3/4" C.O. TO POINT ABOVE ACCESSIBLE CEIUNG SPACE OR AS OTHERWISE INDICATED. W - DENOTES WALL MOUNTED @ +48" A.F.F. U.O.N. DATA OUTLET MOUNTED FLUSH IN FLOOR. PROVIDE 3/4" C.O. TO NEAREST WALL ® AND STUB INTO ACCESSIBLE CEILING SPACE. COMBINATION TELE /DATA OUTLET MOUNTED FLUSH IN FLOOR. PROVIDE 3/4" C.O. TO NEAREST WALL AND STUB INTO ACCESSIBLE CEILING SPACE. COMBINATION TELE /DATA OUTLET MOUNTED FLUSH IN CEILING. PROVIDE 3/4" C.O. TO NEAREST WALL AND STUB INTO ACCESSIBLE CEILING SPACE. U .S a.. g 2 • cp E a • � o E w = >•■• Q • Q _ g e = •■ aw • Q • o a� 3 • � = = RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 PROJECT NUMBER 3083 ilia saalhcenfer fukwila wa BATE: I BRAWN BY: 03-21 -2008 SHEET TITLE ELECTRICAL COVER SHEET STIEE1 NUMBER: CITY SUBMITTAL 1 i DZI ij- cr m b m r - --i m m 0 C) - a xj z r •••••••. CO 1-1-1 Mr, • • V\ STORE NO. SOUTHCENTER PKWY ; 11 1 LOCATION: SOUTHCENTER SQUARE BUILDING ''S" - SUITE 104 17250 SOUTHCENTER PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON 11 -`• ?!! \ \ \ . • _ ii . ... 1, . . 1: , ■ O THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AND ARE ME PROPERTY OF RAA GROUP ARCHITECTS, MC, AU. MGM AND OTHER WOMAN ON ME DRAWINGS ARE RIR ME USE Of THE SPECIFIED PROTECT AND SHALL NM BE USED FOR AV OTHER PROTECT WI MOUT Mt EXPRESSED WRITTEN PERMISSION OF ITU GROUP ARCHITECTS, RIC. WRITTEN MANSIONS ON THESE DRAWINGS MALI HAVE PRECEDENCE OVER SCAIM DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR AIL DIMENSIONS AND CONDITIONS ON TM JOB AND RAM GROUP ARCHITECTS, PLLC SHALL BE NOTED 111 WRITING Of ANYDEVIATIONS FROM ME DIMENSIONS AND CONDITIONS INDICATED ON ME DRAWING. SKID IT APPEAR MAT ANY WORK COVERED BY THE CONTRACT 5 NOT SUFFICIENTLY DETAILED OR EXPLAINED; OR If CONFLICTING INFORMATION EXISTS, HIE CONTRACTOR MALL HOMY RAM GROUP ARCHITECTS, PILC I1lk11INE RAM GROUP ARCHITECTS, PILC SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS CAUSED BY THE CONTRACIOIrS FAILURE TO PROPERLY NOTIFY RAM GROUP ARCHITECTS, PLLC PRIOR TO WORK BEING. COMMENCED. SHOP DRAWINGS SHALL BE SUBMITTED TO DA GROUP ARGIIRC5, PLLC PRIOR TO PROCEEDING WEI ANY WORK r•-,k. 7 ,777 > > x m c z cnxJ 5 z m Pl 0 vl rri F u) co m m rn 0 - n Ste'. i RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330 -4912 SEAL: - . ,: p i . / •�: i a d, f re,Aci, v • I N :; 0 2008 NO. REVISION /ISSUE DATE PROJECT NUMBER: 3033 ihop soufhcenfer Tukwila wa DATE 03 -21 -2008 DRAWN BY: SHEET TITLE ELECTRICAL LIGHTING PLAN SHEET NUMBER: E2.O CITY SUBMITTAL e D -5 VIA e D-4 VIA b 0 -3 VIA c AA ENTRY LOBBY 101 �7 MECHANIC 1 NL/EM EM NL /EM • ELECTRICAL LIGHTING PLAN SCALE: 1 /4" = 1 NL /EM LiBIE LLE Ott LLB l `3j GENERAL NOTES t ALL DINING ROOM LIGHTING SHALL BE CIRCUITED VIA LIGHTNG CONTROL PANEL "LCP" AND SWITCHED PER THE SWITCH BANK DETAIL (THIS SHEET). 2. ALL EXTERIOR FIXTURES SHALL BE DAMP LOCATION RATED UNLESS NOTED OTHERWISE. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF LIGHTING FIXTURES. 4. EACH LIGHTING FIXTURE SHALL BE STRUCTURALLY SUPPORTED; DO NOT USE CONDUIT FOR SUPPORT OF EITHER FIXTURES OR BOXES. 5. USE FLEXIBLE METAL CONDUIT (GREENFIELD) FOR CONNECTION OF LAY—IN FIXTURES. 6. PROVIDE GROUND CONDUCTOR IN ALL CONDUIT RUNS (NOT ILLUSTRATED). 7. VERIFY LOCATION OF WALL MOUNTED EMERGENCY LIGHT FIXTURES TO AVOID CONFLICT WITH WOOD TRIM. r - J r r. J KEY NOTES LIGHTING CONTROL SWITCH BANK (SEE DETAIL THIS SHEET). HOOD LIGHTING SWITCHED VIA INTERLOCK WITH HOOD CONTROLLER. EXHAUST HOOD LIGHTING FIXTURE SUPPLIED WITH HOOD AND SHALL BE WIRED BY ELECTRICAL CONTRACTOR PER PLAN. — 0 r WALK —IN COOLER AND WALK —IN FREEZER LIGHTING SUPPLIED WITH UNITS AND SHALL BE WIRED BY ELECTRICAL CONTRACTOR PER PLAN.. NOTE: ALL DIMMERS SHALL BE LUTRON "ATHENA" WALLBOX DIMMER FOR INCANDESCENT FIXTURES. PROVIDE LUTRON, NOVA T —STAR (NTFS -6E) SWITCHES FOR FAN CONTROL. PROVIDE THE REQUIRED NUMBER OF SWITCHBOXES FOR A NEAT, UNIFORMLY SPACED INSTALLATION AS SHOWN. A SINGLE FACEPLATE SHALL BE PROVIDED FOR NOVA T —STAR FAN SPEED CONTROL. PROVIDE NOMENCLATURE SPECIFYING WHICH LUMINAIRES ARE CONTROLLED BY WHICH CONTROLLER. VERIFY NOMENCLATURE WITH OWNER AND ARCHITECT. VERIFY COLOR SELECTION WITH ARCHITECT. AFF To x Y [Tg a [ti c d f 9 48 AFF v v SWITCH BANK DETAIL FOR DINING RM LIGHTS NO SCALE SWITCH. TYP., WITH ENGRAVED FACE PLATE. F =FAN D= DIMMER T= TOGGLE Lei 1 1 1 yr 1 (14 I A 111 A 3E '4! ENTRY LOBBY 101 3e li 11 i II DI +ZING 1 --7 �.�_...�.._.........�_..._. f ,'' POS • \ POS -J ,, ,\ r E 11 11 { C -3 DINING AREA 1 L 103 • WORtENS REST ROOM i II ] HENS REST ROOM k r ` - - ;4444.. �...__. i s ; ! FIRE SPRINKLER FLOW AND TAMPER SWITCH T �...._........ [f Trn REVISION /ISSUE SHEET TITLE SHEET NUMBER: CITY SUBMITTAL PRO]ECI NUMBER 3083 iho. soulhcenfer Tukwila wa OAIE: ORAVIN 8Y: 03 -21 -2008 ELECTRICAL POWER PLAN HALLWAY 1 TISH c2 DRY srcR:GE I 1"11 } PANEL 'F' ;1 r i k4 (TYPICAL) DISH AREA A -41 LIGHTING CONTROL PANEL A-29 E1- A-25 Ai(35 -37) A-r17 A-15 24F 4 I ' .4 611 1 11A.G! AIL II 1 E. -39 E1 -11 ! : y ,' ICJ l 44 E2 -6 f E2 -5 111 rai IAD I (g4 MEI t � IAD Y - 4 { 8 -13 fREEZ£R -(5 -7 8--18 8 -12 B--19 B -16 B -15 B-28,30 B-31,33 I- IIIF:) A -9 144,).1 0 B 1 6 1;, r ► J PB 4 A-;31 PANEL PANEL 'B' PANEL 'C' , 4,4,4,4 , . • ELECTRICAL POWER PLAN SCALE: 1 /4" = 1' - PANEL 'E1 : E POS a i,,5 8 - 23 B -5 El -6 DOUBLE GAL PANEL 'E2' 8 -101.1 -c DRY STORAGEA —(12 -1 4 -16)1 PANEL 1 P05 4 FACP 8 -25 112 A -1,3 POS -11 FFIC-E 8 -7 REP /ICE D£LIV AREA 108 TYPI CAL) (33 GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL CONFORM AND COORDINATE AND APPROVED ELECTRICAL KITCHEN EQUIPMENT SHOP DRAWINGS WITH THE EQUIPMENT SUPPLIER AND EQUIPMENT INSTALLER, ALL THE WIRING DIAGRAM, DETAILS, ETC., PRIOR TO ANY ROUGH -IN. THIS SHALL INCLUDE THE FOLLOWING BUT IS NOT NECESSARY LIMITED TO: 2. PRE -FAB WALK-IN FREEZER AND COOLERS: A. ALL PENETRATIONS MADE INTO WALK-IN UNITS SHALL BE MADE FROM THE TOP. 3. FIRE PROTECTION /EXTINGUISHING SYSTEM FOR EXHAUST HOOD. PROVIDE AND COMPLETE WIRING FOR SHUT -DOWN OF FANS, GAS, SOLENOID, ETC. 4. FOR ADDITIONAL INFORMATION, REFER TO FOOD SERVICE EQUIPMENT DRAWINGS. 5. ELECTRICAL CONTRACTOR SHALL INTERLOCK BETWEEN HOOD FAN AND MAKE -UP AIR SYSTEM. 6. VERIFY EXACT LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT PRIOR TO ROUGH -IN. 7. ALL 120V 20A RECEPTACLES LOCATED IN THE FOOD PREP AREA SHALL BE GFI PROTECTED. e r - J r l J r a \ J ink r - 4. J A. PROVIDE MATCHING RECEPTACLES AND CONNECTORS IF CORD IS SUPPLIED WITH EQUIPMENT. (SPLICE CONNECTORS TO CORD AS REQUIRED.) B. MAKE ALL FINAL HARD WIRED CONNECTIONS TO EQUIPMENT AFTER EQUIPMENT IS INSTALLED C. VERIFY ALL ELECTRICAL CHARACTERISTICS WITH THE WIRING, DIAGRAMS, EQUIPMENT CONNECTIONS, MOUNTING HEIGHTS, LOCATIONS, ETC. B. PROVIDE CONDUIT EYES SEAL -OFF IN THE EXTERIOR AND ALL PENETRATIONS SHALL BE SEALED WITH SILICONE COMPOUND ON THE EXTERIOR SIDE AND PERMA -GUM ON THE INSIDE. PROVIDE AND INSTALL STAINLESS STEEL ESCUTCHEONS AROUND ALL CONDUIT PENETRATIONS ON THE INSIDE OF THE UNITS. C. PROVIDE AND COMPLETE ALL INTERLOCK WIRING IN 1/2" CONDUIT BETWEEN COMPRESSORS AND FAN COILS AS REQUIRED. D. PROVIDE AND INSTALL 6'--0" HEATER CABLE WITH T-STAT PER LINEAR FOOT OF DRAIN LINES INSIDE UNIT. E. CONFIRM EXACT LOCATION OF REMOTE HIGH TEMP ALARM AND COMPLETE WIRING AS REQUIRED. KEY NOTES MAIN CIRCUIT BREAKERS OF PANELS 'E1 & 'E2' SHALL BE CONNECTED TO THE FIRE SUPRESSION SYSTEM. SEE DETAIL 4/6.1. EQUIPMENT IN FRONT OF THESE PANELS IS MODULAR AND MAY BE MOVED TO ALLOW 3' -O" OF CLEARANCE FOR SERVICE. 4'X S 3/4" PLYWOOD TELEPHONE MOUNTING BACKBOARD WITH #6 GROUND. RECEPTACLE MOUNTED ABOVE ACCESIBLE CEILING SPACE FOR WIRELESS INTERNET ROUTER. PROVIDE SEAL -OFF DEVICES AT ALL CONDUIT PENETRATIONS THROUGH WALK-IN COOLER AND FREEZER. KITCHEN EQUIPMENT CALLOUT. REFER TO ARCHITECTURAL FOR DEVICE DESCRIPTION (TYPICAL). PULL BOXES MOUNTED AT 84" A.F.F. FOR COMPLETE CONNECTION AND ROUTING OF ICE MACHINE CIRCUITS AND LINE SET. REFER TO SHEET E5.0 (ROOF PLAN) FOR CIRCUIT DESIGNATIONS. a of M rotl - Y E _ tEza � • ri ✓ _ as - s g 4. RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph, (602)330.4912 SEAL: E o 2 o 2 o 2 ▪ 2 2 { 0 I.; is r -- ENTRY LOBBY 101 DINING AREA D L LW_ L J] ° 6 I II II I 4 ° 6 :__ ° b c = == G�J 0 DINING AREA 1 L i L__J 1 L �1 I I I I 4 I I I rr r I I I I 4 I I I I n II II II II 0 c 6 71 II II II 1 .l 0 1 1-11 , I I I I 4 I I I I 4 0 WOMENS REST ROOM 1 MENS REST ROOM T L 7 r 1 1 L 4 4 L 1 J J 1 C2 SERVICE AREA 7 COMMUNICATIONS PLAN SCALE: 1 /4" = 1 1_ 110 DOUBLE GALLEY 1 _.. r1 13 11 OffICE MODEM FREEZER 108 COOLER 1 P E E DELIV TY c ) p.1) GENERAL NOTES Q L J r `1 J r r Y L J r - - J r � r � 1� J rglir � J r • r i J KEY NOTES (1) 4" EMPTY CONDUIT (TEL /DATA) UP THROUGH CABINET TO CEILING SPACE. INSTALL 12 "X12 "X4" J —BOX FOR COMPUTER WIRING WITH (2) 2" EMPTY CONDUITS TO CEILING SPACE. 1" EMPTY CONDUIT TO CEILING SPACE. 1" EMPTY CONDUIT TO MUSIC /PAGING SYSTEM LOCATED IN OFFICE. 3/4" EMPTY CONDUIT TO T.M.B. SPEAKER VOLUME CONTROLS WITH 2" EMPTY CONDUIT TO CEILING SPACE. SPEAKER FOR MUSIC /PAGING SYSTEM (TYPICAL). (2) J —BOXES WITH 1" EMPTY CONDUIT TO CEILING SPACE FOR MUSIC CONTROL. INCOMING 4" CONDUIT FROM TELEPHONE COMPANY. J--BOX FOR MICROPHONE JACK. LOCATE AT +60" A.F.F. AND 3/4" EMPTY CONDUIT TO MUSIC /PAGING SYSTEM. 1. THE P.D.S. HOST COMPUTER SYSTEM WILL BE INSTALLED IN THE LEFT SIDE IN OFFICE. 2. ALL COMMUNICATIONS CABLES EXIT UNDER THE DESK, ON THE RIGHT SIDE OF THE OFFICE. 3. 1 DUPLEX UNDER DESK ON RIGHT SIDE FOR P.O.S. 4. 1 DUPLEX ON TOP LEFT SIDE OF DESK FOR CONVENIENCE OUTLET (NON —POS RELATED). 5. 2 DUPLEX ON LEFT WALL FOR NON —POS USE. 6. DRILL 3" HOLE IN RIGHT CORNER OF DESK FOR POS SYSTEM WIRES. P.O.S. /C.T.C. SYSTEM WIRING NOTES 1. POS SYSTEM AND WIRING BY OWNER. 2. DUPLEX AND DOUBLE DUPLEX RECEPTACLES FOR P.O.S. SYSTEM (ISOLATED GROUND RECEPTACLES) SHALL NOT SHARE CONDUIT WITH ANY OTHER "NORMAL POWER" DEVICES. ISOLATED GROUND RECEPTACLES SHALL BE "ORANGE" IN COLOR. 3. ALL P.O.S. CONDUITS FROM POS OUTLETS SHALL RUN UP IN WALLS AND OVERHEAD TO OFFICE, BY ELECTRICAL CONTRACTOR. P.O.S. CONTACTS_ POS SYSTEM MICROS (415) 444 -0819 JAY ZIMMERMAN [OFF CE PRINTER OR KDS POS POS PRINTER OR KDS OFFICE SET - UP POS WIRING FUTURE TECHNOLOGY SOLUTIONS (949) 851 -6129 MIKE McKENZIE OR ADAM KRANSON EQUIPMENT CABINET COOKLINE PRINTER OR KDS SERVER STATION PRINTER [PRINTER R — KITCHEN REMOTE PRINTER POS — POS STATION POWER — DEDICATED, ISOLATED GROUND AND CIRCUITS. EACH POS STATION REQUIRES A DUPLEX, CASHIER STATION SHOULD HAVE A SEPARATE CONVENIENCE POWER SUPPLY (QUAD) FOR CREDIT CARD AND OTHER NON —POS DEVICES. CASHIER STATION PRINTER I POS OR KDS POS P05 CTC /GEAC POS WIRING DIAGRAM ° 0 a a g z • a ' ▪ a � O a O m 0 4 � a� sQ kqo C ° co u � 2 ° z coo m E Ka C c � s � W :0 C � oe • e az ow 0 �c a L+- g y U 8 0 =o 0 M 2 a E — 6 PROJECT NUMBER 3083 iha 1 saulhcenfer Tukwila wiz OATS 03 -21 -2008 SHEET TITLE DRAWN BY: RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330-4912 .. "O 00304 AI 4ciikriz.1. /LW ELECTRICAL COMMUNICATION PLAN SHEET NUMBER: E4.0 CITY SUBMIiTAI. • it Il (TYPICAL) D -11 4 / / / / / / / / / / . / / / F -7 / / / / / MSB- (1 -3 -5) 3 #4, 1 #8G. 1-1/4"C. (2) r MSB-- (7 -9 -11) 3#8, 1 #1 QG. 1 /2 "C. r 3- 15 -17) #10G. 1/2 C. ROOF POWER PLAN SCALE: 1 /4" = 1'43" B- (32 -34) B- (36 -38) r B.Y GENERAL NOTES 1. ALL EXTERIOR DEVICES SHALL BE WEATHERPROOF RATED UNLESS NOTED OTHERWISE. r A J r r LW: r a a NI L J L KEY NOTES WEATHERPROOF J -BOX LOCATED AT ROOF EDGE FOR LIGHTED SIGNAGE (TYPICAL). SEE DETAIL 5/E6.1. EF- 1,2,3,4 & MAU -1; PROVIDE 120V 1 —POLE NON —FUSED DISCONNECT SWITCH FOR CONNECTION OF HOOD INTERLOCK AND FIRE SUPPRESSION SYSTEMS. EF -5,6; PROVIDE 120V 1 -POLE MANUAL MOTOR STARTER AC -1, 2 & 3; PROVIDE 100A 3 —POLE FUSED DISCONNECT SWITCH WITH FUSES SIZED PER MANUFACTURER'S NAMEPLATE DATA. WALK -IN FREEZER CONDENSER; PROVIDE 208V 60A 2-POLE FUSED DISCONNECT SWITCH WITH FUSES SIZED PER MANUFACTURER'S NAMEPLATE DATA. WALK-IN COOLER CONDENSER; PROVIDE 208V 30A 2 -POLE DISCONNECT SWITCH WITH FUSES SIZED PER MANUFACTURER'S NAMEPLATE DATA. WEATHERPROOF J--BOX FOR COMPLETE CONNECTION OF ICE MACHINE COIL AND CONDENSER. RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph, (602)330 -4912 PROJECT NWWER: 3083 iho soufhcenfer fukwifa wa MOUNTING : FLUSH PANEL B MAIN MLO 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 65/10 BUS 225A MAW DESCRIPTION VOLT AMPS 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 65/10 BUS 225A VOLT AMPS DESCRIPTION VOLT AMPS VOLT AMPS DESCRIPIION 0 A 0 B 0 C 0 A 0 13 0 C SPARE 0 C 0 A 0 B 0 C RECEFTAC.LES - OFFICE 84° 20/1 1 am•• 2 20/1 20/1 1 moan 180 Arj ' 6442 20/1 DOORBELL FIRE SPRINKLER RISER ILIMIII 180 4 • SPARE RECEPTACLES OFFICE 20/1 3 1.1.. 4 20/1 n `-' 20/1 3 111•MMI mom 16714 o SPARE ANSUL 41,44,' i mr.,;4152 180 MIKE A.:I SPARE 20/1 Eiregg; 6 20/1 :et' 294 11111 PANE_ B EMERGENCY LIGHTING El:mg MEM 1000 MICROWAV E #1 (El) AIR CURTAIN (E86) 600 10 """ 1111 k1iiiii 20/1 SPARE MIME 20/1 7 all 8 20/1 51 4;1: ' .i.v.E. EN 1000 FV.d. 9 g;liggik MICROWAVE #2 (El) SPARE , ,A*,,in,i 3=-•:,,..,,irt,`! , , • l Y4t: AC-3 ;' W.I.F. LIGHTS/HEATER (E52) 20/1 9 600 211 10 20/1 20/1 20/1 9 12 900 MIMI CE(E47) SLIR SPARE . : .. .. " W.I.C. COIL (E44B) - •;r:0 - ivr'g 1141;11 I 20/1 11 ...1 111 K 12 20/1 Lug 20/1 16 f`::1:il ..fr,f5r , '$• if5; 400 FRYER TIMER (E12A) HOT FOOD WELL #1 (E7) 1400 Megl." MIXER (E43) :.44,talfg 900 20/1 K 20/1 3562 20/1 SOUP WARMER (E38) 14 20/1 1.111111111 19 III 700 , I , Lye . 1_1 A FRYER ALTER (E20) HOT FOOD WELL #2 (E7) ot:2 1400 'INN imigui .... 20 20/1 16 20/1 20/1 16 20/1 20/1 111 24 1115vr* .1.-41744i41. 1200 r " REFRIGERATOR (E6R) 3A11.A: Eai,gE 3562 FREER #1 (E11L) BUNN WARMER (E102) 900 1200 20/1 g;1; 20/1 17 lira lail:11: 18 20/1 20 . tetp8.,:lo:,., 11111111 a ,..:0)i 1800 1200 REFRIGERATOR (L) FREE #2 (El 1R) 1200 Arkgigi , - •. 1620 20/1 27 20/1 19 20/1 21 20 20/1 22 1620 II. 500 I.,I;"; V11:4 14A SALAD REFRIGERATOR #97A MICROWAVE #1 (El) Tigb 1000 - - 'mow 700 IIIIIIII , e4 ,,,,,,, ,v ., -.14 , - , 'x W„ 30/1 21 10: 'gig 22 20/1 MINN 26 • ;,?00 1200 . Vtird REFRIGERATOR #87 MICROWAVE #2 (El) •:1 ,,,„,.„. 1000 11111 Elm IFII:;:n14: 30/1 20/1 26 ;3g; Irarm 24 26 gm 28 34 36 oig-, 1200 TOASTER (E19) 5900 W.I.F. CONDENSER (E52A) MICROWAVE #3 (E108) 1000 4 t=4.71.i4 .4:101.V4. MEM 11 30/1 25 aria 4700 26 Ai:04":,'; 4800 20/1 1200 11; 30 WAFFLE MAKER #1 (ESA) 1111111 900 1 !,:, - ;.4 4 4 „r, 20/1 MB nal 6400 EilIZSIE3 1111 L 2100 g`i K 4800 SALAD REFRIGERATOR (E104) ve,gw; 1200 32 TOASTER (E19) PiPl i 5 CM 900 • :' m: SF CONTROLS 29 20/1 IIIIIII 30 • 1400 *A Wii bM 1200 WAFFLE MAKER #2 (E5A) 80° .3 SPACE SPACE K K g) IF 31 rzgriur SPACE 20/1 XIYIEN(f 36 III 3120 . .1,0•,e6}41 •le,,, ICE MACHINE (E83A) TIEft,C1 SPACE 900 3000 iiilgal,Z'Ag."'. K SPACE SPACE Iiiiiiiii difor, REFRIGERATED PREP TABLE (E2R) 6 3000 COFFEE BREWER #2 (E120) feintfiEq SPACE LIZIIIE13 0144 ,,,r.!..is,........z gi_=: 3°09 l'i: SPACE SPACE :;ir„ 'ml mai; 1560 I CE MACHINE CONDENSE (636) REFRIGERATED PREP TABLE (E2L) 800 3 ° 0 ° K 1;1 JUICE'CREAM DISFENSER (E117) SPACE 20/1 lifil;;;I: 111111 38 Ell 39 SPACE 1560 ''.:.„■):: Vatr U.G REFRIGERATOR (E17) 11 1800 .:4! 41 SPARE 20/1 VA 0 A = 1,698 0 B = 2,791 0 C 1,854 DISHWASHER (E77) HIGH PH. VA (OB)= 2,791 + LCL = 3,489 VA HIGH PH. AMPS = 291 HIGH PH. LCL = 2,791 x 25% = 698 VA 40 20/1 K , :i .:. 4 ,,;■ i , 41 ..w SPARE 42 20/1 W W.I.F. EFFLUDIT HEAT TAPE (E52C) 180 300 u 20/1 TOTAL VA = 49,194 + LCL = 49,194 VA AMPS = 136.5 LCL = - x 25% = - VA ITCHEN DEMAND = 13,000 x 65 % = 8,450 VA HIGH PH. VA (OA) = 18,350 + LCL = 18,350 VA HIGH PH. AMPS = 152S HIGH PH. LCL = - x 25% = - VA 42 20/1 ralgig ItgfrApit 1800 U .C. REFRIGERATOR (E93) Emma VA � A= 13,355 0 B 12,575 0 C = 12,137 TOTAL VA = 38,067 + LCL = 38,067 VA AMPS = 1051 LCL - x 25% = - VA :ITC HEN DEMAND = 7,180 x 65 % = 4,667 VA HIGH PH. VA (OA) = 13,355 + LCL 13,355 VA HIGH PH. AMPS = 1112 HIGH PH. LCL = - x 25% = - VA MOUNTING FLUSH : PANEL MAW DESCRIPTION MAIN MLO 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 65/10 BUS 225A VOLT AMPS DESCRIPTION VOLT AMPS VOLT AMPS DESCRIPTION 0 A 0 B 0 C 0 A 0 B VOLT AMPS DESCRIPTION 0 A 0 B 0 C 0 A 0 B 0 C RECEFTAC.LES - OFFICE 84° 2 225 20/1 20/1 1 moan l 6442 Arj ' 6442 20/1 LIGI - LOBBY SCONCES ILIMIII 4 • SPARE RECEPTACLES OFFICE .. •• 540 ' g 5 •-' .•111 NEM. n `-' 20/1 3 111•MMI mom 16714 4 20/1 REM 900 2011 5 A.:I SPARE W.I.F. COIL (E52B) , 360 " 1400 :et' 294 LIGHTING PENDANTS (LARGE) PANE_ B EMERGENCY LIGHTING El:mg MEM • 6 20/1 Num 10 """ 1111 .::,, 20/1 SPARE MIME 7 gall 3492 8 10 IrM11 51 4;1: ' .i.v.E. 1200 • FV.d. 9 SPARE 1400 f.i.;4 SPARE 3=-•:,,..,,irt,`! AC-3 ;' W.I.F. LIGHTS/HEATER (E52) ilifikl,., NNE' 600 211 10 EMI: 20/1 20/1 9 12 20/1 MIMI ''';:,',in-:•.:',::,, , o': , i'.,,t,4-. 11 PANEL C .;•=,:,'' t W.I.C. COIL (E44B) - •;r:0 - ivr'g 1141;11 V,l'ir 504 t11, ••. 111 K 20/1 20/1 20/1 Inr '13 Lug 20/1 16 1 71 8 K 11111 ,I , ,• r .7 , ,IIA'4 4 5'. i t'Q r tif*:',I!fl 700 MIXER (E43) SPARE 900 20/1 Emu 700 3562 20/1 SOUP WARMER (E38) 800 elig'S 19 III iral'e 20 700 VS ■fi.^t' .. r:r.-:; S.M SOUP WARMER (E98) 1698 4 :','e4'0. , 4`." , 800 .... 20 K 20/1 20/1 20/1 "..,,aV-i11111111 18 20/1 111 24 1115vr* .1.-41744i41. 2 360 RECEPTACLES SERVER (E122) 3A11.A: Eai,gE 3562 20 BUNN WARMER (E102) 900 1.1111.1rear 20/1 g;1; .. if,'.e K 20/1 lail:11: .11•111 20 . tetp8.,:lo:,., 11111111 a pingl; 1800 22 MIME 11111111111 WIC. CONDENSER (E44A) 1440 .:=,. •", ' '',..= „'',' ,•44 600 1620 20/1 27 Imwmm Tiiiir'' 20/1 21 1 1:;1 1 22 1620 II. 24 I.,I;"; V11:4 14A 1800 Tigb - - 'mow 700 IIIIIIII , e4 ,,,,,,, ,v ., -.14 , - , 'x W„ r: 20/1 23 'gig PANEL F 24 g 26 • M . Vtird $ , 1800 SYRUP WARMER (E121) 500 SPARE A: Elm IFII:;:n14: SHUNT 7 RIP 20/1 26 ;3g; Irarm 20/1 26 ENIVArl 1011 28 34 36 4800 27 , 5900 W.I.F. CONDENSER (E52A) MILK DISPENSER (E113) .•=1 w .. i.. „,,,,-, 700 • ,,,..,. -•-: • l'r.' MEM 11 20/1 27 .';143. 'bl.,,i'ill'E: . 4:•h, --,:: 4700 MAU-1 Ai:04":,'; 4800 20/1 BEVERAGE DISPENSER #1 (E115) 11; 30 1000 1111111 rm.. 3 20/1 29 nal 6400 30 1111 L 2100 g`i i, 4800 SALAD REFRIGERATOR (E104) 800 40 32 limo SPARE 20/1 ging; :' m: SF CONTROLS 32 20/1 IIIIIII 2100 :w 1400 *A %; CHOCOLATE DISPENSER (E125) TEA BREWER (E118) lair.‘4.," 1800 .3 SPACE SPACE K 20/1 TOTAL VA = -03,8-14 + LCL = 133,04 VA AMPS 538.0 LCL = - x 25% = - VA mita SP SPACE 20/1 XIYIEN(f 36 III 900 CARBONATOR (E114) COFFEE BREWER #1 (E120) .4 SPACE Wir, 3000 iiilgal,Z'Ag."'. K SPACE SPACE Iiiiiiiii MUM 8 6 3000 COFFEE BREWER #2 (E120) feintfiEq SPACE LIZIIIE13 0144 ,,,r.!..is,........z gi_=: 3°09 l'i: SPACE SPACE 39 .119.1.1 11.1 IIIIIIII 3 ° 0 ° K 1;1 JUICE'CREAM DISFENSER (E117) SPACE 1800 , 11";',1r , f0 111111 20/1 39 SPACE 41 40 20/1 11 .:4! 41 SPARE SPACE VA 0 A = 1,698 0 B = 2,791 0 C 1,854 DISHWASHER (E77) HIGH PH. VA (OB)= 2,791 + LCL = 3,489 VA HIGH PH. AMPS = 291 HIGH PH. LCL = 2,791 x 25% = 698 VA 1500 K 20/1 41 ..w TOTAL VA = 5,220 + LCL = 5,220 VA AMPS = 14.5 LCL = - x 25% = - VA 42 20/1 300 BEVERAGE DISPENSER #2 (E VA �A= 18,350 013 = 14130 0 C = 16,714 TOTAL VA = 49,194 + LCL = 49,194 VA AMPS = 136.5 LCL = - x 25% = - VA ITCHEN DEMAND = 13,000 x 65 % = 8,450 VA HIGH PH. VA (OA) = 18,350 + LCL = 18,350 VA HIGH PH. AMPS = 152S HIGH PH. LCL = - x 25% = - VA MOUNTING : SURFACE PANEL MS MAIN 1200A MCB 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 65,000 BUS 1200A _ DESCRIPTION VOLT AMPS DESCRIPTION VOLT AMPS DESCRIPTION VOLT AMPS VOLT AMPS DESCRIPTION 0 A 0 B 0 C 0 A 0 B 0 C AC-1 6442 0 B 0 C LIGFMNG - RESTROOMS 156 0 B 0 C RECEPTS - TO GO STAND (E142) .RECEPTS i•• 2 225 20/1 18350 i . ....14 PANEL A l 6442 Arj ' 6442 MI LIGI - LOBBY SCONCES ILIMIII 4 • 20/1 IllKiLs , 14130 4 ' g 5 •-' .•111 NEM. n `-' %k, 255 A 4: ?I 16714 AG2 3492 REM 900 2011 5 11:1 6 8 , 360 " ;146U :et' 294 LIGHTING PENDANTS (LARGE) PANE_ B EMERGENCY LIGHTING - q4.4.F4t MEM • 9 mwmm 10 """ 1111 8 20/1 MIME FL %A:iii: ;4;',u3:iimg 3492 uo-rreqG TRACK SIGN 51 4;1: ' .i.v.E. 1200 • 20/1 9 Ili 10 f.i.;4 SPARE 3=-•:,,..,,irt,`! AC-3 ;' LIGHTING KITCHEN n NNE' ,,,' ki :i''i I ,..AVI ', 1200 * '.•..: 10 EMI: 20/1 1'1 14 12 20/1 MIMI 2220 11 PANEL C 12 1718 - •;r:0 - ivr'g 1141;11 V,l'ir Nam 16 20/1 1.14fS 2100 Iwi,.'rg 20/1 A 10:, 1 71 8 17 mmw ,I , ,• 18 SPARE SIMiletigg HIP..rOW 900 20/1 Emu AC-4 3562 20/1 • nnnll••LZ.' 19 III iral'e 20 r'.7:';:"..y:,,,z,%,-.,.. MM. S.M r4141 1698 4 :','e4'0. , 4`." , PANEL D .... 20 ir,g 3562 tillaTglin 20/1 20/1 "..,,aV-i11111111 Eill;;10 Efligui "Arl -,.,t1.r,ktlt SPARE 24 rfif.,:.1;. 4 .1.-41744i41. SPARE Al. 2791 rif., !rtg 3A11.A: Eai,gE 3562 20 20/1 111111111111111.1 1.1111.1rear 20/1 g;1; .. if,'.e PANEL E2 1440 SPARE .11•111 *-45.g . tetp8.,:lo:,., 25 a pingl; 26 22 MIME 11111111111 1440 .:=,. •", ' 14,7,:: PANEL El 1620 20/1 27 Imwmm Tiiiir'' 28 20/1 1620 lig; 24 20/1 V11:4 14A 840 Tigb 'mow SPARE 1:1 , e4 ,,,,,,, ,v ., -.14 , - , 'x W„ r: :,- ,,, t,pf -, i , l':':, , i4•1 , ';P o,V,Itattii-V, 1440 'gig PANEL F 6876 '':;04: g 26 20/1 link . Vtird MINN 1 P= 1 41:'1 II SPARE SPARE 180 ,k: IFII:;:n14: SHUNT 7 RIP : 1 4 :,;, ; ,43'i: 5400 ai'fli tgii: • 20/1 II ENIVArl 1011 28 34 36 20/1 27 ,'.1`.'14 5900 20/1 PANEL POS SPARE SPARE 4692 MEM • SPARE W42511;40: .';143. 'bl.,,i'ill'E: . 4:•h, --,:: 4700 MAU-1 2100 144,110.4TiAM54 20/1 11 11; 30 20/1 37 rm.. 3 SPARE il 6400 SPARE 1111 L 2100 g`i 32 ME 39 31 40 32 20/1 SPARE e'r ' PO • ;1:1;:.,,wr 500 :' m: SF CONTROLS nam S PARE k: 2100 :w NE 41 mg; 42 20/1 33 Iii 34 .3 SPACE SPACE SPARE VA 0 A = 69,273 0 B 63,960 0 C = 60,591 TOTAL VA = -03,8-14 + LCL = 133,04 VA AMPS 538.0 LCL = - x 25% = - VA HIGH PH. VA (ON= 69,273 + LCL = 69,273 VA HIGH PH. AMPS 576.8 HIGH PH. LCL = - x 25% = - VA MOUNTING : FLUSH PANEL C MAIN MLO - 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 65/10 ridpirini, raga BUS 125A DESCRIPTION VOLT AMPS DESCRIPTION VOLT AMPS VOLT AMPS DESCRIPTION 0 A 0 B 0 C 0 A 0 B 0 C LIGFMNG - RESTROOMS 156 0 B 0 C RECEPTS - TO GO STAND (E142) .RECEPTS 600 20/1 13:111 20/1 20/1 .1111 " 1111 IN 442 20/1 LIGHTING - DINING RECESSED LIGI - LOBBY SCONCES 96 %x RECEPTACLES - ROOF 20/1 3 lip 4 20/1 • %k, 255 LIGHTING - PENDANTS (SMALL) LIGHTING WALLWASHEiS I.V.g. 360 IT-:t1!::titiii:::: "4'';' 900 2011 5 : 6 20/1 , 360 " ;146U :et' 294 LIGHTING PENDANTS (LARGE) ,',..1:iVi EMERGENCY LIGHTING 200 y, - :x -5..: ,1,,,,t;.,i4t-::.ff.ti • ' 20/1 7 """ 1111 8 20/1 • 900 ;4;',u3:iimg 20/1 uo-rreqG TRACK SIGN 51 4;1: ' .i.v.E. 1200 • 20/1 9 Ili 10 20/1 SPARE 3=-•:,,..,,irt,`! attimom.... 1240 LIGHTING KITCHEN SIG N 2 2 ,,,' ki :i''i I ,..AVI ', 1200 * '.•..: 10 20/1 20/1 1'1 12 20/1 gra.. 11 '13f''N'A,! 12 imam SPARE 1111111111Ver„:40 V,l'ir Nam Fax 20/1 13 ;a 14 20/1 MEM' SPARE ,I , ,• SPARE SIMiletigg 20/1 13 20/1 Emu 20/1 16 20/1 • nnnll••LZ.' SPARE III iral'e SPARE r'.7:';:"..y:,,,z,%,-.,.. MM. S.M r4141 20/1 17 18 20 ERE ..1.1 In 16 18 20/1 20/1 "..,,aV-i11111111 "Arl -,.,t1.r,ktlt SPARE ••• rfif.,:.1;. 4 .1.-41744i41. SPARE 20/1 19 Lug 20 20/1 111111111111111.1 20/1 i;,,,41 .. if,'.e 20 SPARE SPARE *-45.g . tetp8.,:lo:,., , ' , : . '4itt:,:2 30/1 pingl; 22 20/1 11111111111 .A1-Mgii: '4'1 - ''' 20/1 SPARE SPARE Tiiiir'' izgai4i. 20/1 lig; 24 20/1 ;4442,4.41; ggM+.4:P41-koiI : '•;- ; ,„:1 , :.1. , 1 - 0E Tigb SPARE SPARE 1:1 , e4 ,,,,,,, ,v ., -.14 , - , 'x W„ r: :t5A610g5t, 20/1 ; :-';';''',411![5NWSz: 1111 26 20/1 link . Vtird 1 P= 1 41:'1 20/1 SPARE SPARE 26 r.1, SPARE 20/1 1:::: 28 20/1 20/1 27 ,'.1`.'14 28 20/1 SPARE SPARE SPARE SPARE W42511;40: 20/1 29 110 30 20/1 11 11; 30 20/1 SPARE SPARE il Mai' SPARE MINIM - 32 20/1 I 31 I 32 20/1 SPARE SPACE 4frl SC: ,. S PARE :01,IM :w 20/1 33 Iii 34 .3 SPACE SPACE 'f-i MAIM SP SPACE gailit XIYIEN(f 36 III 1 11. 36 SPACE r:N, ,e:•!W.,: SPACE iiilgal,Z'Ag."'. SPACE SPACE Iiiiiiiii MUM 8 37 111 ' :'•Ff7: feintfiEq SPACE SPA CE 0144 ,,,r.!..is,........z gi_=: ENEE.;: l'i: SPACE SPACE 39 .119.1.1 11.1 0 ''' 1;1 40 SPACE SPACE SPACE 41 ...,. 42 41 SPACE VA 0 A = 1,698 0 B = 2,791 0 C 1,854 TOTAL VA = 6,343 + LCL = 7,929 VA AMPS = 22.0 LCL =- 6,343 x 25% = 1,586 VA HIGH PH. VA (OB)= 2,791 + LCL = 3,489 VA HIGH PH. AMPS = 291 HIGH PH. LCL = 2,791 x 25% = 698 VA MOUNTING : FLUSH PANEL C MAIN MLO - 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 65/10 KVA i...WW...i BUS 125A DESCRIPTION VOLT AMPS VOLT AMPS DESCRIPTION 0 A 0 B 0 C 0 A 0 B 0 C RECEPTS - TO GO STAND (E142) .RECEPTS 600 AtrA NEP 20/1 1 " 1111 IN 2 20/1 • 900 RECEPTACLES - ROOF -HOSTESS (E140 & E140A) '.1'.s' 1200 '-• ' "''''': 20/1 3 is . ‘ 20/1 IT-:t1!::titiii:::: "4'';' 900 1:04:441itl RECEPTACLES ROOF T.M.B. 1..:::,',L! er'Ar.'iaM4A ... , 360 20/1 5 II: 6 20/1 • ' ....... ., ''' 540 RECEPTACLES - GRIERAL FURP. RECEPTACLES (E63) 180 20/1 7 1 III 8 20/1 • 540 RECEPTACLES GENERAL PURP. SPARE 3=-•:,,..,,irt,`! attimom.... 2 2 9 10 20/1 pr}7::;:;:;•zH, gra.. 11 •• im . 12 20/1 . .5i:: Fax SPARE - ,,... SPARE ,I , ,• 20/1 13 P61. 14 20/1 " •-• • • • ' •4 .. ,'":•.;, SPARE III SPARE l'Alnq,te,;4.5 S.M r4141 _ _ , 20/1 20/1 15 17 ERE ..1.1 In 16 18 20/1 20/1 "Arl -,.,t1.r,ktlt v.,,,,,,,.,,:,,,;;,,,t,,,,n - ..:.- IRIE.LZ.Mii af.,"qizko itikIA, coe oli-■ -. SPARE SPARE SPARE 4 ' 4 '.''' 12. 20/1 19 20 20/1 . tetp8.,:lo:,., , ' , : . '4itt:,:2 SPARE ail m2fv4,1t,-,_ SPARE Oka .A1-Mgii: 20/1 21 IL 22 20/1 tA:WA4g OHIO SPARE SPARE ;4442,4.41; ggM+.4:P41-koiI : '•;- ; ,„:1 , :.1. , 1 - 0E 20/1 23 1:1 24 20 2 l'e.'4e= ; :-';';''',411![5NWSz: SPARE SPARE link . Vtird 20/1 25 Ill 26 SPARE AA; firtgag 20/1 27 In 28 20/1 SPARE SPARE W42511;40: 20/1 29 11; 30 20/1 Ittit,j4,altall SPARE SPARE - • 20/1 31 1 1 1 32 20/1 iizeoa'SPARE S PARE :01,IM :w 20/1 33 Iii 34 20/1 ati,'Z'N MAIM SP SPACE gailit XIYIEN(f 35 11. 36 iiilgal,Z'Ag."'. SPACE SPACE 37 111 38 l'i: SPACE SPACE 39 1;1 40 SPACE SPACE 41 SPACE 42 VA 0A 2,220 0 B = 2,100 0 C 900 TOTAL VA = 5,220 + LCL = 5,220 VA AMPS = 14.5 LCL = - x 25% = - VA HIGH PH. VA (�A)= 2,220 + LCL = 2,220 VA HIGH PH. AMPS = 18.5 HIGH PH. LCL = - x 25% = - VA MOUNTING : FLUSH PANEL ID MAIN MLO MOUNTING : SURFACE PANEL POS MAIN MLO - 1-3m 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 65/10 BUS 125A NIP: Nilli VOLT AMPS VOLT AMPS DESCRIPTION DESCRIPTION OA 013 OC 0 A 0 B 0 C POS PRINTER (E14) 18 20/1 1 him 2 20/1 1800 , FOS STAND (E137) POS PRINTER (E14) 1800 ; , .f . , ,I .. wg • 2011 3 illi 4 20/1 * ;,,, 1800 oxf‘of POS STAND (E137) PCS PRINTER (E14) 1800 20/1 5 6 20/1 Nir,L64;i Oa 1800 POS SYSTEM (E135) :';;Zi..,`;' SPARE 20/1 7 8 20/1 1800 wg g, POS SYSIEM(E135) FOS SY STI9M - MAIN (E146) 1 •-• 20/1 9 1: 10 20/1 4‘ r'' SPARE FACP :!%,iif„ v 500 NINE 2011 argrangs 20/1 1111111 .;' AajVg rigUIMEMIIIIMIN MECHANICAL CONTROL 500 Irgalai Mil 111 20/1 - 112:11112 2 kialM11111111/1111111 SPARE MEM 2011 Eara; 16 20/1 Elai SPARE 7:0 ,WI: - 'A'im , 1111111111111M1 20/1 11111:: 18 2 " ,Z.I% 00 KDS SPACE •;",;;Ii.N;Ai,iil' 44,i'AIIIIIIII 20/1 19 Tan 20 20/1 NEE 500 DATA EQUIPMENT SPACE :ii:: 20/1 Millie! 20/1 500 pegt45 DATA Esa UIPMENT SPACE R ■I:ijcn,4,' ..4 m 4,':::;:?.,%.;•j 2011 a....w 20/1 SPARE SPACE 11*Igg Vriga NI. 20 26 20 • 1111•Ufele:1 SPACE rr.c". Of1111 20/1 Offira 28 20/1 1111111,11' 4 SPARE SPACE .,.. ,,L',:,•-::1..n=tx 20/1 29 1 1:K i " 30 20/1 ' *05 16° TCP/CACP v; raurt.; VA 0 A = 6,400 0 B = 5,900 0 C = 4,700 TOTAL VA = 17,000 + LCL = 17,000 VA AMPS = 47.2 LCL = - x 25% = - VA HIGH PH. VA (OA) = 6,400 + LCL = 6,400 VA HIGH PH. AMPS 53.3 HIGH PH. LCL = - x 25% = - VA MOUNTING : FLUSH PANEL F MAIN MLO 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 10,000 BUS 125A VOLT AMPS VOLT AMPS DESCRIPTION DESCRIPTION 0 A 0 B 0 C 0 A 0 B 0 C EF-1 1666 ?Mt :P Z :iligg 20/1 1 aim 2 20/1 1656 lir l'13 - ;),WAV EF-4 EF-2 ESA 1656 , 4M11111111 2011 3 ::a: 20/1 1111111111ratae led:i;lki" EF EF-3 'ei tigi: 1656 20/1 5 6 20/1 : "W*; : ':',''4Q ''',•=3 lqi, SPARE EF 528 irgn :11a1.41 20/1 7 8 20/1 eagit:f ewo. SPARE iiittrP,::;:;...0: WilifliSIN 3036 logg 16 16 lil 2200//11 • DUCT HEATER CONTROL ViTiV15 18 ° NitIMI 20/1 rpkrT,..:P: SPARE r'Wi Vt'i.40;b MEM= 20/1 191 m..kir,h1;,;.. SPARE p SPARE MAU 3036 13 gra: 14 Vie.^0i-A10-Ofa SPACE MEM gigg.5 141/75,. *iNfi 3936 3 17 ;Ig; 18 -,ia ASP.W.1 VA 0 A = 6,876 0 B = 5,400 0 C = 4,692 TOTAL VA = 16,968 + LCL = 16,968 VA AMPS = 47.1 LCL = - x 25% = - VA HIGH PH. VA (ON= 6,876 + LCL = 6,876 VA HIGH PH. AMPS = 573 HIGH PH. LCL = - x 25% = - VA MOUNTING : FLUSH PANEL E2 MAIN 50A MCB 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 10,000 BUS 125A _ VOLT AMPS VOLT AMPS DESCRIPTION DESCRIPTION 0 A 0 B 0 C 0 A 0 B 0 C HEAT LAMP (E37) 1440 oiiiww-:omo 2 1 2 30/1 IgNIVIx, 1440 2 3 4 20/1 180 kq40 PICK COUNTER RECEPT (E103) - V., GRIDDLE CONTROLS (E30 & E31) ;4iimmo '04#.k 240 20/1 5 6 20/1 * *OEN pl'Ait„ 600 B(HAUST HOOD LIGHTING (E66) SPARE 20/1 7 8 20/1 timsKRA 4; SPARE SPARE moRgoAt-0i: 20/1 9 10 20/1 SPARE ;E SPARE WiAilOgAgk 20/1 11 12 20/1 %MO ' WiltiVAI, SPARE VA �A= 1,440 0 = 1A20 0 C = 840 TOTAL VA = 3,900 + LCL = 4,050 VA AMPS = 112 LCL = 600 x 25% = 150 VA HIGH PH, VA (OM= 1,620 + LCL = 1,620 VA HIGH PH. AMPS = 13.5 HIGH PH_ LCL = - x 25% .= - VA MOUNTING : FLUSH PANEL El MAIN 50A MCB 208 / 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 10,000 BUS 125A VOLT AMPS VOLT AMPS DESCRIPTION A 0 B 0 C 0 A 0 6 0 C DESCRIPTION HET LAMP (E-37) 1440 20 0 A WINN ,':51240? 1 2 20/1 SPARE MVO 810 a i # 1 3 , t e f 1440 n 2 3 4 20/1 • : I ' l l i S i W i . 18° PCKUPCOUNTBRRECEPT (E103) GRIDDLE CONTROLS (E30 & E31) 240 • 20/1 20/1 . ;DEliggfiRm::.;:r 600 EXHAUST HOOD LIGHTING (ErDS) SPARE gRiffiggfiggii 20/1 7 8 20/1 *WA IMO SPARE 00 iiegg - 20/1 9 10 20/1 SPARE **" SPARE . EXHAUST HOOD LIGI-MNG (E67) tojav,:i mo,,, 600 20/1 11 12 20/1 SPACE VA �A= 1,440 0B 1,620 �C= 1,440 = TOTAL VA = 4,500 + LCL = 4,650 VA AMPS = 12.9 LCL = 600 x 25% ' 150 VA HIGH PH. VA (0B) = 1,620 + LCL = 1,620 VA HIGH PH. AMPS = 13.5 HIGH PH. LCL = - x 25% = - VA SPARE PANELBOARD SYMBOLS * CONTINUOUS DUTY/LARGEST MOTOR 125% 0 PROVIDE BREAKER W/ HANDLE "LOCK-OPEN" DEVICE CIRCUIT VIA TimECLocK 0 PROVIDE GFCI BREAKER PROVIDE HACR BREAKER LOAD CALCULATION NEW RESTAURANT METHOD PER 2002 NEC 220.36 TOTAL DEMAND = 206kvA DEMAND LOAD (50% OF AMOUNT OVER 200kVA) = 3kVA ADJUSTED LOAD + 200.OkVA = (3kvA X .50) = 1.5kVA 1.5kVA + 200kVA = 201.5kVA 201.5kVA X 1000 208V x = 559.3 A SERIES RATING GENERAL NOTES 1. THE MOTOR CONTRIBuTioN TO THE FAULT CURRENT MEETS THE 1% CRITERIA. STATED IN EXCEPTION 3.5.1 AS WRITTEN IN THE ELECTRICAL CONSTRUCTION CODE INTERPRETATION DATE 3/3/97. 2. NO DESIGN CHANGES MAY BE MADE TO THE SYSTEM WITHOUT THE PRIOR APPROVAL OF THE DESIGN ELECTRICAL ENGINEER AND THE ELECTRICAL INSPECTOR. SERIES RATING KEY NOTES CONTRACTOR SHALL LABEL PANEL(s) "CAUTION" - SERIES RATED SYSTEM (65/10). "X" AMPS AVAILABLE IDENTIFIED REPLACEMENT COMPONENT REQUIRED." IN ACCORDANCE WITH NEC 110-22. (REFER TO SHORT CIRCUIT CALCULATIONS FOR ACTUAL AMPS TO BE LABELED). CIRCUIT BREAKERS SHALL BE A BOLT-ON TypE, u.L.-usTED SERIES-RATED COMBINATION WITH THE BREAKERS AT PANEL 'MSB'. PRECI MATER: 13023 -HOP ALBUOUEROUE-MIKE ROSE PROJECT RAM GROUP ARCHITECTS, LLC RICHARD A. MISIUEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304-9333 Fx. (602) 304-1823 rmisldel@hotmail.com SET TITLE ELECTRICAL SCHEDULES AND CALCULATIONS 11111EMINISMISININIM MOUNTING : FLUSH PANEL F MAIN MLO 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 10,000 BUS 125A VOLT AMPS VOLT AMPS DESCRIPTION DESCRIPTION 0 A 0 B 0 C 0 A 0 B 0 C EF-1 1666 ?Mt :P Z :iligg 20/1 1 aim 2 20/1 1656 lir l'13 - ;),WAV EF-4 EF-2 ESA 1656 , 4M11111111 2011 3 ::a: 20/1 1111111111ratae led:i;lki" EF EF-3 'ei tigi: 1656 20/1 5 6 20/1 : "W*; : ':',''4Q ''',•=3 lqi, SPARE EF 528 irgn :11a1.41 20/1 7 8 20/1 eagit:f ewo. SPARE iiittrP,::;:;...0: WilifliSIN 3036 logg 16 16 lil 2200//11 • DUCT HEATER CONTROL ViTiV15 18 ° NitIMI 20/1 rpkrT,..:P: SPARE r'Wi Vt'i.40;b MEM= 20/1 191 m..kir,h1;,;.. SPARE p SPARE MAU 3036 13 gra: 14 Vie.^0i-A10-Ofa SPACE MEM gigg.5 141/75,. *iNfi 3936 3 17 ;Ig; 18 -,ia ASP.W.1 VA 0 A = 6,876 0 B = 5,400 0 C = 4,692 TOTAL VA = 16,968 + LCL = 16,968 VA AMPS = 47.1 LCL = - x 25% = - VA HIGH PH. VA (ON= 6,876 + LCL = 6,876 VA HIGH PH. AMPS = 573 HIGH PH. LCL = - x 25% = - VA MOUNTING : FLUSH PANEL E2 MAIN 50A MCB 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 10,000 BUS 125A _ VOLT AMPS VOLT AMPS DESCRIPTION DESCRIPTION 0 A 0 B 0 C 0 A 0 B 0 C HEAT LAMP (E37) 1440 oiiiww-:omo 2 1 2 30/1 IgNIVIx, 1440 2 3 4 20/1 180 kq40 PICK COUNTER RECEPT (E103) - V., GRIDDLE CONTROLS (E30 & E31) ;4iimmo '04#.k 240 20/1 5 6 20/1 * *OEN pl'Ait„ 600 B(HAUST HOOD LIGHTING (E66) SPARE 20/1 7 8 20/1 timsKRA 4; SPARE SPARE moRgoAt-0i: 20/1 9 10 20/1 SPARE ;E SPARE WiAilOgAgk 20/1 11 12 20/1 %MO ' WiltiVAI, SPARE VA �A= 1,440 0 = 1A20 0 C = 840 TOTAL VA = 3,900 + LCL = 4,050 VA AMPS = 112 LCL = 600 x 25% = 150 VA HIGH PH, VA (OM= 1,620 + LCL = 1,620 VA HIGH PH. AMPS = 13.5 HIGH PH_ LCL = - x 25% .= - VA MOUNTING : FLUSH PANEL El MAIN 50A MCB 208 / 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 10,000 BUS 125A VOLT AMPS VOLT AMPS DESCRIPTION A 0 B 0 C 0 A 0 6 0 C DESCRIPTION HET LAMP (E-37) 1440 20 0 A WINN ,':51240? 1 2 20/1 SPARE MVO 810 a i # 1 3 , t e f 1440 n 2 3 4 20/1 • : I ' l l i S i W i . 18° PCKUPCOUNTBRRECEPT (E103) GRIDDLE CONTROLS (E30 & E31) 240 • 20/1 20/1 . ;DEliggfiRm::.;:r 600 EXHAUST HOOD LIGHTING (ErDS) SPARE gRiffiggfiggii 20/1 7 8 20/1 *WA IMO SPARE 00 iiegg - 20/1 9 10 20/1 SPARE **" SPARE . EXHAUST HOOD LIGI-MNG (E67) tojav,:i mo,,, 600 20/1 11 12 20/1 SPACE VA �A= 1,440 0B 1,620 �C= 1,440 = TOTAL VA = 4,500 + LCL = 4,650 VA AMPS = 12.9 LCL = 600 x 25% ' 150 VA HIGH PH. VA (0B) = 1,620 + LCL = 1,620 VA HIGH PH. AMPS = 13.5 HIGH PH. LCL = - x 25% = - VA SPARE PANELBOARD SYMBOLS * CONTINUOUS DUTY/LARGEST MOTOR 125% 0 PROVIDE BREAKER W/ HANDLE "LOCK-OPEN" DEVICE CIRCUIT VIA TimECLocK 0 PROVIDE GFCI BREAKER PROVIDE HACR BREAKER LOAD CALCULATION NEW RESTAURANT METHOD PER 2002 NEC 220.36 TOTAL DEMAND = 206kvA DEMAND LOAD (50% OF AMOUNT OVER 200kVA) = 3kVA ADJUSTED LOAD + 200.OkVA = (3kvA X .50) = 1.5kVA 1.5kVA + 200kVA = 201.5kVA 201.5kVA X 1000 208V x = 559.3 A SERIES RATING GENERAL NOTES 1. THE MOTOR CONTRIBuTioN TO THE FAULT CURRENT MEETS THE 1% CRITERIA. STATED IN EXCEPTION 3.5.1 AS WRITTEN IN THE ELECTRICAL CONSTRUCTION CODE INTERPRETATION DATE 3/3/97. 2. NO DESIGN CHANGES MAY BE MADE TO THE SYSTEM WITHOUT THE PRIOR APPROVAL OF THE DESIGN ELECTRICAL ENGINEER AND THE ELECTRICAL INSPECTOR. SERIES RATING KEY NOTES CONTRACTOR SHALL LABEL PANEL(s) "CAUTION" - SERIES RATED SYSTEM (65/10). "X" AMPS AVAILABLE IDENTIFIED REPLACEMENT COMPONENT REQUIRED." IN ACCORDANCE WITH NEC 110-22. (REFER TO SHORT CIRCUIT CALCULATIONS FOR ACTUAL AMPS TO BE LABELED). CIRCUIT BREAKERS SHALL BE A BOLT-ON TypE, u.L.-usTED SERIES-RATED COMBINATION WITH THE BREAKERS AT PANEL 'MSB'. PRECI MATER: 13023 -HOP ALBUOUEROUE-MIKE ROSE PROJECT RAM GROUP ARCHITECTS, LLC RICHARD A. MISIUEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304-9333 Fx. (602) 304-1823 rmisldel@hotmail.com SET TITLE ELECTRICAL SCHEDULES AND CALCULATIONS 11111EMINISMISININIM MOUNTING : FLUSH PANEL E2 MAIN 50A MCB 208 1 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 10,000 BUS 125A _ VOLT AMPS VOLT AMPS DESCRIPTION DESCRIPTION 0 A 0 B 0 C 0 A 0 B 0 C HEAT LAMP (E37) 1440 oiiiww-:omo 2 1 2 30/1 IgNIVIx, 1440 2 3 4 20/1 180 kq40 PICK COUNTER RECEPT (E103) - V., GRIDDLE CONTROLS (E30 & E31) ;4iimmo '04#.k 240 20/1 5 6 20/1 * *OEN pl'Ait„ 600 B(HAUST HOOD LIGHTING (E66) SPARE 20/1 7 8 20/1 timsKRA 4; SPARE SPARE moRgoAt-0i: 20/1 9 10 20/1 SPARE ;E SPARE WiAilOgAgk 20/1 11 12 20/1 %MO ' WiltiVAI, SPARE VA �A= 1,440 0 = 1A20 0 C = 840 TOTAL VA = 3,900 + LCL = 4,050 VA AMPS = 112 LCL = 600 x 25% = 150 VA HIGH PH, VA (OM= 1,620 + LCL = 1,620 VA HIGH PH. AMPS = 13.5 HIGH PH_ LCL = - x 25% .= - VA MOUNTING : FLUSH PANEL El MAIN 50A MCB 208 / 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 10,000 BUS 125A VOLT AMPS VOLT AMPS DESCRIPTION A 0 B 0 C 0 A 0 6 0 C DESCRIPTION HET LAMP (E-37) 1440 20 0 A WINN ,':51240? 1 2 20/1 SPARE MVO 810 a i # 1 3 , t e f 1440 n 2 3 4 20/1 • : I ' l l i S i W i . 18° PCKUPCOUNTBRRECEPT (E103) GRIDDLE CONTROLS (E30 & E31) 240 • 20/1 20/1 . ;DEliggfiRm::.;:r 600 EXHAUST HOOD LIGHTING (ErDS) SPARE gRiffiggfiggii 20/1 7 8 20/1 *WA IMO SPARE 00 iiegg - 20/1 9 10 20/1 SPARE **" SPARE . EXHAUST HOOD LIGI-MNG (E67) tojav,:i mo,,, 600 20/1 11 12 20/1 SPACE VA �A= 1,440 0B 1,620 �C= 1,440 = TOTAL VA = 4,500 + LCL = 4,650 VA AMPS = 12.9 LCL = 600 x 25% ' 150 VA HIGH PH. VA (0B) = 1,620 + LCL = 1,620 VA HIGH PH. AMPS = 13.5 HIGH PH. LCL = - x 25% = - VA SPARE PANELBOARD SYMBOLS * CONTINUOUS DUTY/LARGEST MOTOR 125% 0 PROVIDE BREAKER W/ HANDLE "LOCK-OPEN" DEVICE CIRCUIT VIA TimECLocK 0 PROVIDE GFCI BREAKER PROVIDE HACR BREAKER LOAD CALCULATION NEW RESTAURANT METHOD PER 2002 NEC 220.36 TOTAL DEMAND = 206kvA DEMAND LOAD (50% OF AMOUNT OVER 200kVA) = 3kVA ADJUSTED LOAD + 200.OkVA = (3kvA X .50) = 1.5kVA 1.5kVA + 200kVA = 201.5kVA 201.5kVA X 1000 208V x = 559.3 A SERIES RATING GENERAL NOTES 1. THE MOTOR CONTRIBuTioN TO THE FAULT CURRENT MEETS THE 1% CRITERIA. STATED IN EXCEPTION 3.5.1 AS WRITTEN IN THE ELECTRICAL CONSTRUCTION CODE INTERPRETATION DATE 3/3/97. 2. NO DESIGN CHANGES MAY BE MADE TO THE SYSTEM WITHOUT THE PRIOR APPROVAL OF THE DESIGN ELECTRICAL ENGINEER AND THE ELECTRICAL INSPECTOR. SERIES RATING KEY NOTES CONTRACTOR SHALL LABEL PANEL(s) "CAUTION" - SERIES RATED SYSTEM (65/10). "X" AMPS AVAILABLE IDENTIFIED REPLACEMENT COMPONENT REQUIRED." IN ACCORDANCE WITH NEC 110-22. (REFER TO SHORT CIRCUIT CALCULATIONS FOR ACTUAL AMPS TO BE LABELED). CIRCUIT BREAKERS SHALL BE A BOLT-ON TypE, u.L.-usTED SERIES-RATED COMBINATION WITH THE BREAKERS AT PANEL 'MSB'. PRECI MATER: 13023 -HOP ALBUOUEROUE-MIKE ROSE PROJECT RAM GROUP ARCHITECTS, LLC RICHARD A. MISIUEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304-9333 Fx. (602) 304-1823 rmisldel@hotmail.com SET TITLE ELECTRICAL SCHEDULES AND CALCULATIONS 11111EMINISMISININIM MOUNTING : FLUSH PANEL El MAIN 50A MCB 208 / 120 VOLTS 3 PHASE 4 WIRE A.I.C. RATING : 10,000 BUS 125A VOLT AMPS VOLT AMPS DESCRIPTION A 0 B 0 C 0 A 0 6 0 C DESCRIPTION HET LAMP (E-37) 1440 20 0 A WINN ,':51240? 1 2 20/1 SPARE MVO 810 a i # 1 3 , t e f 1440 n 2 3 4 20/1 • : I ' l l i S i W i . 18° PCKUPCOUNTBRRECEPT (E103) GRIDDLE CONTROLS (E30 & E31) 240 • 20/1 20/1 . ;DEliggfiRm::.;:r 600 EXHAUST HOOD LIGHTING (ErDS) SPARE gRiffiggfiggii 20/1 7 8 20/1 *WA IMO SPARE 00 iiegg - 20/1 9 10 20/1 SPARE **" SPARE . EXHAUST HOOD LIGI-MNG (E67) tojav,:i mo,,, 600 20/1 11 12 20/1 SPACE VA �A= 1,440 0B 1,620 �C= 1,440 = TOTAL VA = 4,500 + LCL = 4,650 VA AMPS = 12.9 LCL = 600 x 25% ' 150 VA HIGH PH. VA (0B) = 1,620 + LCL = 1,620 VA HIGH PH. AMPS = 13.5 HIGH PH. LCL = - x 25% = - VA SPARE PANELBOARD SYMBOLS * CONTINUOUS DUTY/LARGEST MOTOR 125% 0 PROVIDE BREAKER W/ HANDLE "LOCK-OPEN" DEVICE CIRCUIT VIA TimECLocK 0 PROVIDE GFCI BREAKER PROVIDE HACR BREAKER LOAD CALCULATION NEW RESTAURANT METHOD PER 2002 NEC 220.36 TOTAL DEMAND = 206kvA DEMAND LOAD (50% OF AMOUNT OVER 200kVA) = 3kVA ADJUSTED LOAD + 200.OkVA = (3kvA X .50) = 1.5kVA 1.5kVA + 200kVA = 201.5kVA 201.5kVA X 1000 208V x = 559.3 A SERIES RATING GENERAL NOTES 1. THE MOTOR CONTRIBuTioN TO THE FAULT CURRENT MEETS THE 1% CRITERIA. STATED IN EXCEPTION 3.5.1 AS WRITTEN IN THE ELECTRICAL CONSTRUCTION CODE INTERPRETATION DATE 3/3/97. 2. NO DESIGN CHANGES MAY BE MADE TO THE SYSTEM WITHOUT THE PRIOR APPROVAL OF THE DESIGN ELECTRICAL ENGINEER AND THE ELECTRICAL INSPECTOR. SERIES RATING KEY NOTES CONTRACTOR SHALL LABEL PANEL(s) "CAUTION" - SERIES RATED SYSTEM (65/10). "X" AMPS AVAILABLE IDENTIFIED REPLACEMENT COMPONENT REQUIRED." IN ACCORDANCE WITH NEC 110-22. (REFER TO SHORT CIRCUIT CALCULATIONS FOR ACTUAL AMPS TO BE LABELED). CIRCUIT BREAKERS SHALL BE A BOLT-ON TypE, u.L.-usTED SERIES-RATED COMBINATION WITH THE BREAKERS AT PANEL 'MSB'. PRECI MATER: 13023 -HOP ALBUOUEROUE-MIKE ROSE PROJECT RAM GROUP ARCHITECTS, LLC RICHARD A. MISIUEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304-9333 Fx. (602) 304-1823 rmisldel@hotmail.com SET TITLE ELECTRICAL SCHEDULES AND CALCULATIONS 11111EMINISMISININIM SPARE PANELBOARD SYMBOLS * CONTINUOUS DUTY/LARGEST MOTOR 125% 0 PROVIDE BREAKER W/ HANDLE "LOCK-OPEN" DEVICE CIRCUIT VIA TimECLocK 0 PROVIDE GFCI BREAKER PROVIDE HACR BREAKER LOAD CALCULATION NEW RESTAURANT METHOD PER 2002 NEC 220.36 TOTAL DEMAND = 206kvA DEMAND LOAD (50% OF AMOUNT OVER 200kVA) = 3kVA ADJUSTED LOAD + 200.OkVA = (3kvA X .50) = 1.5kVA 1.5kVA + 200kVA = 201.5kVA 201.5kVA X 1000 208V x = 559.3 A SERIES RATING GENERAL NOTES 1. THE MOTOR CONTRIBuTioN TO THE FAULT CURRENT MEETS THE 1% CRITERIA. STATED IN EXCEPTION 3.5.1 AS WRITTEN IN THE ELECTRICAL CONSTRUCTION CODE INTERPRETATION DATE 3/3/97. 2. NO DESIGN CHANGES MAY BE MADE TO THE SYSTEM WITHOUT THE PRIOR APPROVAL OF THE DESIGN ELECTRICAL ENGINEER AND THE ELECTRICAL INSPECTOR. SERIES RATING KEY NOTES CONTRACTOR SHALL LABEL PANEL(s) "CAUTION" - SERIES RATED SYSTEM (65/10). "X" AMPS AVAILABLE IDENTIFIED REPLACEMENT COMPONENT REQUIRED." IN ACCORDANCE WITH NEC 110-22. (REFER TO SHORT CIRCUIT CALCULATIONS FOR ACTUAL AMPS TO BE LABELED). CIRCUIT BREAKERS SHALL BE A BOLT-ON TypE, u.L.-usTED SERIES-RATED COMBINATION WITH THE BREAKERS AT PANEL 'MSB'. PRECI MATER: 13023 -HOP ALBUOUEROUE-MIKE ROSE PROJECT RAM GROUP ARCHITECTS, LLC RICHARD A. MISIUEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304-9333 Fx. (602) 304-1823 rmisldel@hotmail.com SET TITLE ELECTRICAL SCHEDULES AND CALCULATIONS 11111EMINISMISININIM �I• I I I CONDUIT I ww • .. • • FLEX CONNECTION TO SIGN JBOX FOR SIGNAGE III� ® EXTERIOR LIGHTING MOUNTING DETAIL TO EXISTING 2000A BUILDING 'S' SERVICE ENTRANCE SECTION BY OTHERS (REFER TO SHEET E1.0 FOR FEEDERS AND ROUTING) AFC = 65,000 SERVICE ENTRANCE SECTION 'MSB' 600A, 120/208V- 30--4W BRACED FOR 65,000AIC - r Fl SEE GROUNDING DETAIL #250 KCMIL CU. EQUIP. BOND ®GROUNDING DETAIL FACTORY INSTALLED M.B.J. #3 /O CU. TO BUILDING STEEL #3/0 CU. BOND TO METALLIC GAS PIPINGS SYSTEMS #4 CU. UFER GROUND #4/0 CU. BOND TO MLTALLIC COLD WATER PIPING SYSTEMS BREAKER COIL NOTE: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH FIRE SUPPRESSION MANUFACTURER PRIOR TO ROUGH —IN OF FIRE SUPPRESSION SYSTEM. PANEL SHALL BE PROVIDED WITH CONTACTS AS REQUIRED. r I L r FIRE SUPPRESION SYSTEM CONTROL PANEL L J TRIP AT MAIN BREAKER L ()SHUNT TRIP CONTROL DIAGRAM Fault Point 1 2 3 4 5 6 7 9 sc = Ise xM (All calculations utilize copper conductors) Panel Transformer UTILITY PANEL A PANEL B PANEL C PANEL D PANEL El PANEL E2 'PANEL F PANEL POS Source (Fault Point) 1 1 1 1 1 1 1 1 Source I (amps) 65000 65000 65000 65000 65000 65000 65000 65000' 65000 Conduit Type NM NM NM NM NM NM NM NM CxE Wire /Bus Size 1 _ Set(s) of 4/0 1 1 1 1 1 1 Set(s) of 4/0 Set(s) of .3/0 Set(s) of ' 1/0 . Set(s) of 6 Set(s) of 6 Set(s) of 6 11Set(s) of 1/0 'C'value E (volts) 16673 208 16673 208 13923 208 9317 208 2430 208 2430 208 2430 208 9317 208 26 28 30 32 32 IS sca '�.... _...._... 0.844 0.909 1.166 1.859 7.128 39 8.687 27 6.014 44 2.556 M Isc 65000 0.54 35249 0.52 34050 0.46 30006 0.35 22735 0.12 7997 0.10 6710 0.14 9267 0.28 18279 Short- Circuit Calculations TT The following calculations are based on the "Point -by Point" method where: x l XFMR: IP sca)= IP sca x V. JO/ 80A 40A ) 30A ) 50A J 30A ! 3P 3P 3P 3P 3P AC -1 AC -2 AC -2 AC-2 MAU -1 MAIN BREAKER FOR PANEL 'E1 ° & 1 E2', LOCATED IN 'MDP'. 120 VOLT SHUNT r GONE -LINE DIAGRAM I R -1 I I I I I I I I I J I I I _ I • `o I1 J V•xMxISsca HVAC CONTROL PANEL. REFER TO SHEET M -1 EXHAUST FAN INTERLOCK PANEL REFER TO SHEET M -4 RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)330.4912 NO. REVISION /ISSUE DATE PR07Ei NUMBER 3083 ihop saufhcenler Tukwila wa DM DRAWN BY: 03 -21 -2008 SHEET TITLE ONE -LINE DIAGRAM AND DETAILS SHEET NUMBER: CITY SUBMITTAL LIGHTING CONTROL SCHEDULE CHANNEL INPUT LOADS OR CIRCUITS SERVED Cl tel MECH. CONTROL SYSTEM MECH. CONTROL SYSTEM MECH. CONTROL SYSTEM D- 11,19,21,23,25 (SIGN) D- 15,17,29,31,33 (BLDG. LIGHTS) D- 13,35,37,39,41 (AREA LIGHTS) OUTDOOR LIGHT SENSOR LONTALK OUT LONTALK IN LONTALK OUT LONTALK IN { COMMUNICATION WIRE: 22 GA TWISTED PAIR, NON–SHIELDED 0 0 0 0 0 0 0 0 0 0 0 0 0 IN 24V WIRE: 22 GAUGE 600V RATED 0 0 0 0 0 0 0 0 0- 120VAC D -27 120VAC D -27 24V 24V 24V f C -32 f 1 C --34 120VAC D -27 L N -H C ® -I I- 2 • 120v 120v 120v 24V 240V 240V DAYTON 2A582 RELAY SOCKET W/ DAYTON 5ZC11 RELAY. USE DIN RAIL TO ATTACH SOCKETS TO BOX. 120v Breakers Panel "D" f19 •• 120v 120v f1 120v 120v 120v NEMA 1 ENCLOSURE WITH HINGED LOCKABLE DOOR – RECESSED MOUNT WHERE SHOWN ON PLAN. PANEL IS PRE –WIRED BY TRANE CONTROLS. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MOUNTING CABINETT AND ALL LOW VOLTAGE WIRING. ELECTRICAL IS RESPONSIBLE FOR ALL UNE VOLTAGE CONNECTIONS. 00 ERH -1 ERH -2 120v 120v 120v 120v 120v 120v 120v – ♦I f 1 120v —I l f1 120v f1 120v -I F- EXHAUST FAN CONTROL PANEL -I I- DATE: 03-214008 SHEET BILE NO. •REVISION/ISSUE DATE PROJECT NI BER: 3083 ihop saufhcenfer Tukwila wa DRAWN BY: CONTROL PANEL DIAGRAMS 7�C NEMA 1 ENCLOSURE 0/ -- WITH HINGED LOCKABLE DOOR – RECESSED MOUNT WHERE SHOWN ON PLAN. PANEL IS PRE - -WIRED BY TRANE CONTROLS. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MOUNTING CABINETT AND ALL LOW VOLTAGE WIRING. ELECTRICAL IS RESPONSIBLE FOR ALL UNE VOLTAGE CONNECTIONS. SIGNS (Channel 1) PARAPET LIGHTS (Channel 3) WALL LTG. (Channel 3) F 1 ]LIGHTING CONTROL PANEL SPECIFICATION - LIGHTING CONTROL SYSTEM PART 1 – GENERAL CAPTIVE AIRE CONTROL PANEL #1 CAPTIVE AIRE CONTROL PANEL #2 1.1 QUALITY ASSURANCE 1. COMPONENT PRETESTING: ALL COMPONENTS AND ASSEMBLIES ARE TO BE FACTORY PRETESTED AND BURNED -IN PRIOR TO INSTALLATION. 2. NEC COMPLIANCE: COMPLY TO NEC AS APPLICABLE TO ELECTRICAL WIRING WORK. 3. NEMA COMPLIANCE: COMPLY WITH APPLICABLE PORTIONS OF NEMA STANDARDS PERTAINING TO TYPES OF ELECTRICAL EQUIPMENT AND ENCLOSURES. PART 2 — MATERIALS AND COMPONENTS 2.1 BASIC LOW VOLTAGE SWITCHING SYSTEM A. SYSTEM DESCRIPTION 1. THE EXTERIOR LIGHTING SWITCHING SYSTEM SHALL CONSIST OF CONTACTORS AND RELAYS AS WELL AS THEIR ASSOCIATED WIRING. 2. THE LIGHTING CONTROL PANEL SHALL BE MOUNTED IN ELECTRICAL CLOSETS AS INDICATED ON THE DRAWINGS. LIGHTING CONTROL SCHEDULE ALL HIGH VOLTAGE WIRING BY ELECTRICAL CONTRACTOR. LOW VOLTAGE WIRE BY MECHANICAL CONTRACTOR. EQUIPMENT SHALL BE PURCHASED AND INSTALLED BY CONTRACTOR NOTED ON THIS PLAN. RAM GROUP ARCHITECTS, PLLC 3030 North 14th St. #115 Phoenix, Arizona 85014 Ph. (602)3304912 2 ".. g = Q w SHEET NUMBER: E7.0 CITY SUBMITTAL WONG Of ANY ORIATIOM ROM ME • RICHARD A. MISKIEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304 -9333 Fx. (602) 304-1823 rmiskiel@hotmail.com rr■ .3p, M In `cr Ill Nra kV cc 4 - 0 a CE 0 0 G O Ozo:a vIZax c a 0-.4, O wor. >,u� �Irla z0`�� LL 048 J SEAL: dote signed: 03-14 -2008 EXP: December 11, 2009 NO. REVISION /ISSUE DATE NOWT NUNElt DATt: DRAWN BY: 03- 14-2008 I DE SHEET TITLE KITCHEN EQUIPMENT Rff[RNC[ DRAWINGS [QUIPM[NT ROUGH -IN FLOOR PLAN SHEET NUMBER: F CITY SUBMITTAL f4- v vA OE) Mb imsarreama ha y K62 Ft'' (K62) 2442 (.162) T - T - -r E ti rs p a :I MI - Ara IINEM DOUBLE GALLEY OFFICE K 145) R[EZE CK61) C nut) COOLE Agemamil Eon roof' of building (K44A) C K60) E IrW 44ali (4 11 ) V : Ill k i " WOMENS REST ROOM ; l iiI; I!! IIIIIIIIIIIIIIIIIIIIIIII1111111III MECHANICAL (K62) DRY STORAGE 2448 (. K62) 57 ( K40) ar. DELIVERY f K159) 15 DINING AREA 2 104 1 FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL I COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. ENTRY LOBBY 101 �µ•.� K15 .....— A CI\ I V Il E - ....... -.3 P r � Iy r 1 4 f � , (K159 e Food equipment that is certified for sanitation by an American National Standards Institute CANSI)- accredited certification program will comply with the food code equipment & utensil material, construction and design requirements. t ' K154) E- V f } i •ti./ a f � r � ° %i 4 .i L....- .....3 DINING AREA 1 103 HOST 3 ; f I. / +. >I i { 4 It is strongly recommended that hot water for the restroom hand wash sinks be plumbed from the main hot water heater ...instead of using an instant warm type water heater unit under each sink. 1• I I } �............�.... 4 { t j 113 CMtl HALLWAY 4 i RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDE A FLOW OF WATER FOR AT LEAST 15 SECONDS. I < :; (K154) K15 T DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING ...BEFORE CLEANING AND AFTER SANITIZING. HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE a SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. { SERVICE AREA 1 105 WAREWASHING /DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL STATUES, REGULATIONS AND ORDINANCES) NO CHANGES SHALL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL SPZItSIAsZ- FAA SUBJECCT ORDINANCE MAY •) 2008 DIAN ubllc alth AGAS ID - KING CO PREP /ICE AREA 108 1 �..., k.N z'4- I;4' .:' r r 14 N4c kia, )I D? Si�1C A iDRE-OPENifkl >S}P By 1 HE r �9C CCUN HEALTH E9 .. f ,.. �. PRO s qy 4 F TO 7! 6 3 i 1_ ; • , .. i� 1 BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW III (DOWN FROM 45 DEGREES) 'IE LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. KITCHEN EQUIPMENT FLOOR PLAN srA : 1- 4 9 III RICHARD A. MISKIEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304 -9333 Fx. (602) 304-1823 rmiskiel @hotmail.com M m m I ESCRIPT10N M W ¢a REMA• a Lai Q ■ 191 : L ! ca o ° ~Y ,• �JS"a S REMARKS g 4 K -1 4 W ��a oGw a, o KEC K z ANASONIC E -1258 O Oo SEAL date signed: 0114.2008 KITCHEN EQUIPMENT REfERNCE DRAWINGS VENTILATION DETAILS AND EC{ EL OD9 KEC K KEC FOOEPS=TORAGE TRAYS C CAMBRO 1 6CW135 I IN TABLES 2L AND 2R K SPARE + PARE SPARE S PARE 142, I I K KEC K KEC cR €FRIG €RA PREP =TABLE^ R RAULSEN P5485 K !•PARE .PARE PARE NO. REVISION /ISSUE DATE KEC K KEC •EFRIGERATEDNRREP. TABLES R RAULSEN PS4•5 , ,K.1O8- ® ® K KEC ICROWAVE,QVEN -:. i•ANASONIC NE -1054 O ON SHELF K48 K3 2 2 K KEC K KEC °ASTER SHELF U USTOM T ► 'f K KEC !IECK MOUNT FAUCET &S !: -1141 PROIECr MR DATE: DRAWN BY: 03 -14 -2008 DBB SHCET TITLE KITCHEN EQUIPMENT REFERNCE DRAWINGS KITCHEN EQUIPMENT DETAILS AND SCHEDULE SHUT NUMBER: FS -1.1 CITY SUBMITTAL I _ _ SCHEDULE OF EQUIPMENT - IHOP - SOUTHCENTER -3083 v SCHEDULE OF EQUIPMENT - IHOP - SOUTHCENTER -3083 g v 311 kLIINVf O PURCHASED B1 m m I ESCRIPT10N M MODEL R REMA• a Lai Q i -= y m S REMARKS g 4 K -1 4 4 K KEC K KEC ICRQWAVEQ EK A ANASONIC E -1258 O ON SHELF K4A = KEC CE RAhS,..,.�BU:TTER3 C USTOM TAINLESS STEEL " LK2' 2 2 K KEC K KEC FOOEPS=TORAGE TRAYS C CAMBRO 1 6CW135 I IN TABLES 2L AND 2R K SPARE + PARE SPARE S PARE 142, I I K KEC K KEC cR €FRIG €RA PREP =TABLE^ R RAULSEN P5485 K !•PARE .PARE PARE K2R' 1 1 K KEC K KEC •EFRIGERATEDNRREP. TABLES R RAULSEN PS4•5 , ,K.1O8- ® ® K KEC ICROWAVE,QVEN -:. i•ANASONIC NE -1054 O ON SHELF K48 K3 2 2 K KEC K KEC °ASTER SHELF U USTOM T ► 'f K KEC !IECK MOUNT FAUCET &S !: -1141 K4 N N NI KEC K KEC I ICROWAVE SHELF T TAINLESS STEEL K K11 ' g ® KEC C ' O AFFLE BAKER SHELF USTOM STAIN JUL - CE :CREAM��CABINLT IELFIELD ! 225 I I K5A 4 4 K KEC K KEC INGLE WAFFLE BAKER C COBATCO : 14OSSE O ON SHELF K5 K SPARE SPARE + PARE .PARE g 'K612.2. 1 1 K KEC K KEC !'EACH=- INgREERIGERATOR R RAULSEN : T 32 � I KEC ILK DISPENSER WITH MALT MIXERS i.ILVER KING +K1IMP C 'C K 6R 2 1 1 K KEC K KEC • EACHmINtREERI.G ERA - MR R RAULSEN HT132NUT -HHS K VENDOR CARBONATOR WITH SHELF :Y VENDOR i:Y VENDOR 4 4 .. d(7' 2 2 K KEC K KEC c!IROP INVFO-OR IVARMEIP + +S -206TD I IN TABLE K8 K K115 V VENDOR V VENDOR DRINK DISPENSER ;:Y VENDOR ! :Y VENDOR a a g K8 2 2 K KEC K KEC OOR WARMER TABLES U USTOM , ► K K116 0 0 � �`d S SPARE +PARE +PARE .PARE a K9 0 0 S SPARE S SPARE PARE . .PARE K VENDOR UICE DISPENSER :Y VENDOR I :Y VENDOR a' K10 0 0 S SPARE S SPARE + PARE . .PARE M Mill V ' S VENDOR V VENDOR CE TEA BREWER :Y VENDOR :Y VENDOR K1v1L 1 1 K KEC K KEC • €ACH =IN DVAI TEMP ^'FREEZER R RAULSEN DT132pUT -HHS K SPARE PARE PARE .PARE O K 1` - r 1 1 K KEC K KEC ' EACH:.- 114=DUAL :TEMP -�:FREEZERx R RAULSEN ADT I 32DUT-HHS K VENDOR COFFEE BREWER :Y VENDOR i :Y VENDOR g 9K :1-2 1 1 K KEC K KEC ' RYERS1NITHrFIETEMND DISPOSA 1 1 EAN FFSM22O150 W WITH GAS DISCONNECT K KEC ► RUP WARMER +ERVER :4190 _ Z K12A 1 1 K KEC K KEC RYER FILTER M MEAN NCLUDED IN K12 3 3 HP MOTOR K K122 0 0 K KEC E EVERAGE COUNTER USTOM +TAINLESS STEEL _ Z K13 L LOT K KEC K KEC ALL FLASHING AT COOKLINE AND FRYERS U USTOM TAINLESS STEEL F FIELD VERIFY QUANITIES K IMEIIIIRIP TROUGH USTOM '.TAINLESS STEEL g W K14 4 4 O OWNER O OWNER •.O.S. PRINTER U USTOM !:Y OWNER O KEC RASH BINS USTOM g K15 7 7 K KEC K KEC AS QUICK DISCONNECT AND P05I -SET & & S ! G -4D --365 AG -RC K K125 V VENDOR V VENDOR! OT CHOCOLATE DISPENSER :Y VENDOR :Y VENDOR a K16 1 1 K KEC K KEC GAS QUICK DISCONNECT AND P05I -SET & & S ! G--4F --365 AG -RC K K126 0 0 S SPARE S SPARE +PARE PARE .PARE a a 1- #.. 1 1 K KEC K KEC NDERCOUNTER'REFRIGERATOR R RAULSEN E072HT W WITH CASTERS K K127 K �� K KEC K KEC ALL SHELVES USTOM TAINLESS STEEL K18 0 0 S SPARE S SPARE P PARE P PARE .PARE K ON SHELF K3 0 KEC CHEMICAL STORAGE SHELF CUSTOM TAINLESS STEEL K19 4 4 K KEC K KEC • • SLOT TOASTER O OBART O SPARE PARE .PARE +PARE a a V K20 1 1 K KEC K KEC IRYER TIMER ' 'RINCE CASTLE : 0 -T8 F FOR FRYER K12 K K130 0 0 S SPARE S SPARE +'ARE SPARE PARE 2 2 K21 3 3 K KEC K KEC I•.O.S. PRINTER SHELF , , USTOM .TAINLESS STEEL I KEC ! AND SINKS CUSTOM .TAINLESS STEEL E E K22 1 1 K KEC K KEC UTTING BOARD U USTOM I•ICHLITE- RL1000 A AT COOKLINE K ®i. •LASH GUARDS USTOM .TAINLESS STEEL ` `° 8 K23 2 2 K KEC K KEC CUSTOM STAINLESS EGG TRASH TRAY C OWNER IGH CHAIRS BY OWNER !:Y OWNER I I K24 0 0 S SPARE S SPARE +PARE + +PARE PARE M Mg 0 0 S SPARE S SPARE .PARE PARE PARE =K - -2& 1 1 K KEC K KEC • :" . GRIDDL ` -"OVf N= COMBINATION' U ULCAN 948RE V036 --SEF W WITH 2 EA GAS DISCONNECT K KEC ! ILE CABINET ON 12CP i i M K26 1 1 K KEC K KEC RIDDLE STAND 6' -0" (72 ") C OWNER i`.O.S. STANDS 1 :Y OWNER :Y OWNER K27 1 1 K KEC K KEC 6" STEP UP HOT TOP 6 BURNER U ULCAN HP636U W WITH GAS DISCONNECT K K136 1 1 O OWNER O OWNER PECIAL OF THE DAY SIGN !:Y OWNER :Y OWNER K28 K KEC K KEC GRIDDLE STAND 4' -'0" (48 ")_ U USTOM TAINLESS STEEL _ _ K K137 6 6 O OWNER O OWNER I• A.S. SYSTEM :Y OWNER �:Y OWNER R __" R 1 KEC K KEC GRIDDLE STAND 6' -0" 72" E1J, K KEC IFFICE CHAIR ON 404 C -` Kid 1 1 K KEC K KEC v.: - GRIDDLLEz• U ULCAN 948RE W WITH GAS DISCONNECT K K139 Q Q O OWNER O OWNER •FFICE SHELF !:Y OWNER :Y OWNER M MILL WORK 9 9 K32L K 2 GRIDDEE ULCAN 72RE W OWNER i• AGING SYSTEM i: 'I OWNER i•Y OWNER a a e KEC K KEC •ASS THROU WINDOW C CUSTOM T. ► K OWNER ! OSTESS STAND :Y OWNER :Y OWNER M MILL WORK KEC K KEC !'ASS THROU WINDOW C CUSTOM TAINLESS STEEL " SPARE +PARE SPARE PARE K33 1 1 K KEC K KEC FLOOR TROUGH AT ICE MACHINE C CUSTOM : ► K OWNER 0 GO STAND i•Y OWNER :Y OWNER M MILL WORK g g 3 K34 0 0 S SPARE S SPARE PARE P PARE PARE K SPARE PARE .PARE PARE O OS g K35 0 0 S SPARE S SPARE PARE + +PARE PARE OWNER OFFICE DESK TOP ! :Y OWNER :Y OWNER M MILL WORK K36 2 2 K KEC K KEC EAT LAMP CONTROL PANELS C CUSTOM ► I► I INSTALLATION BY E.C. K KEC AFE XL VT01 i i K37 2 2 K KEC K KEC I EAT LAMP A OWNER ! AIN P05 HOST COUNTER :Y OWNER :Y OWNER M MILL WORK K38 0 0 S SPARE S SPARE PARE + +PARE PARE K K147 0 0 O OEM S SPARE +PARE PARE k•PARE K39 0 0 S SPARE S SPARE +PARE . .PARE +PARE K K SPARE PARE .PARE +PARE - - K40 1 1 K KEC K KEC LOUR DUNNAGE RACK I I.ETRO P2236PD SPARE SPARE H - � PARE .PARE K41 1 1 K KEC K KEC 'EEZER DUNNAGE RACK E ETRO P2236PD K K150 0 0 � �`� S SPARE PARE .PARE PARE A g K42 1 KEC K KEC IDLER DUNNAGE RACK i SPARE PARE +PARE PARE a A g K43 1 1 K KEC K KEC 60 QUART MIXER i i OBART L600 K OWNER GRAPHIC P E ACKAG : • . • If ' OWNER - K43A 1 1 K KEC K KEC WALL FAUCET FOR MIXER WITH HOSE & &S !: -0610 K K153 L LOT O OWNER O OWNER NTERIOR SEATING PACKAGE • I !:Y OWNER z I ' a�� Ilia RICHARD A. MISKIEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304 -9333 FL (602) 304 -1823 rmiskiel@hotma rr .... i r awl nTr Uu cc a I- u CC 0 � Zap ._,,,,,L .._,,.,,,, 2,...N., O w °" ,, ..,,,,,,<, .,...„ ‘,.J ZO`Uu u _O4 o SEAL: date signed: 03142008 KITCHEN EQUIPMENT REfERNCE DRAWINGS KITCHEN GENERAL li OTikdntser 11, 2009 NO. REVISION /ISSUE DATE PROJECT NUMBER: DATE: I 03- 142008 i DRAWN BY: DBB SHEET TITLE KITCHEN EQUIPMENT REFERNCE DRAWINGS KITCHEN GENERAL NOTES SHEET NUMBER: FS- CITY SUBMITTAL GENERAL CONTRACTOR NOTES: 1. General Contractor to cut and provide holes through ceiling, roofs, walls and floors for ducts, etc. in accordance with local fire and building codes and in accordance with duct sizes specified. General Contractor to provide the resealing of all holes ( including the "mopping -in" of fan curbs and roof jacks.) General Contractor to provide all duct fire separation enclosures, wrappings, etc. as may be required by local building and fire codes. 2. Where noise or vibration producing equipment (dish machine, disposer, etc. is located adjacent to dining areas and /or any public areas, provisions should be made by the General Contractor to "double stud" and sound proof common walls. 3. If cantilever brackets for table and stools seats or other equipment are specified, the brackets shall be provided by K.E.C. but installed by General Contractor in accordance with specification and dimensions provided by Frank Redmond Associates. 4. Frank Redmond Associates plans are provided for the sole purpose of indicating outlet locations and equipment requirements only and do not relieve the General Contractor or Sub - Contractor of the responsibility of complying with all applicable codes. Please see architect's drawings for all other requirements and codes. 5. It is the responsibility of the Owner, Architect and /or General Contractor to inform Frank Redmond Associates in writing of any and all changes and all addendum's to plans which are made prior to and during construction. Frank Redmond Associates assumes no responsibility for equipment deviations of size and /or utilities from lack of this information. The Owner will be responsible for all cost incurred by failure to give Frank Redmond Associates notice of changes. 6. Last dated revisions void all previous plans. 7. General Contractor to provide floor recesses (flat and vapor barriers and built in insulated floors (as shown plans). 8. Wearing floor finish and cove base in walk -in boxes to be provided by General Contractor unless otherwise specified by K.E.C. level), on 9. Sleeves to be provided by General Contractor in walls, floors and ceiling for lines (drains, refrigeration, etc.) to pass through and reseal after lines are run. 10. General Contractor to provide access to hoods at area above hoods for mounting of hood supports. If access is not provided, General Contractor to provide hood supports. 11. General Contractor to provide sprinkler heads in walk -in boxes adequately protected against freezing. 12. Removal of window glass, window frames, doors, door frames and center post for entry of equipment shall be the responsibility of the General Contractor and at no expense to K.E.C. 13. General Contractor to provide all wall backing per location and specification by Frank Redmond Associates 14. All dimensions shown are measured from finished walls, floors, ceilings and /or column to center lines of stubs or outlets. Allowances shall be made for miscellaneous obstructions, structures, venting, electrical, plumbing and thickness of finishes when framing and /or roughing -in as required. 15. When equipment is noted as existing or by vendor, utility requirements should match as indicated on the manufacture's data plate. If existing equipment is not relocated, reconnect as required in accordance with applicable codes. 16. Where indicated to connect in or through valve compartment, contractor shall stub -up into valve compartment at height indicated on rough -in plan, cap their work and make final connections after equipment is in place. 17. Kitchen Equipment Contractor to provide Gas Shut -off Solenoid Valve for exhaust hood(s) fire suppression system. Plumbing Contractor to install. Electrical Contractor to inter -wire with exhaust fan(s) per code. 18. General Contractor to provide waste container at job site for K.E.C. unless otherwise noted by Frank Redmond Associates 19. General Contractor to provide all hand held fire extinguishers. FIRE PROTECTION SYSTEM NOTES 1. Where indicated on drawings, a liquid chemical system shall be provided to protect all cooking exhaust hoods, ducts, and cooking appliances against fire and re- flash. The size and number of systems shall be in conformance with N.F.P.A Pamphlet 96, local and state codes. The system shall be installed by authorized installers, in accordance with U.L. Listing. 2. The system shall be automatically actuated or manually operable at the nozzle release and a remote manual pull station shall be located as shown on the drawings. Actuation of the system shall provide automatic gas and \or electric fuel line cut-off. 3. Kitchen Equipment Contractor to provide gas shut -off solenoid valve with Fire Suppression System. 4. Electrical cooking equipment shall be shut -off at the electrical panel by means of shunt trips. Electrical Contractor shall furnish and install shunt trips, line voltage wiring and conduit from fire protection micro - switch to panels, to meet all applicable codes. 5. Electrically controlled or manually controlled gas solenoid valve shall be installed by the Plumbing Contractor. The Electrical Contractor shall furnish and install line voltage wiring and conduit from cut -off relay to solenoid valve and connect cut -off relay and solenoid valve as required. 6. All hand held fire extinguishers to be provided by General Contractor. ELECTRICAL CONTRACTOR NOTES 1. The electrical rough -ins and connections shown on these plans are for food service equipment requirements only. It is the responsibility of the Electrical Contractor to consult the architect's, electrical engineers and /or other consultant's plans and the owner for further building electrical requirements. 2. Access areas and cut -outs on custom and manufactured equipment and fixtures shall be provided by the Kitchen Equipment Contractor fabricators and installers as required for proper installation of electrical outlets, junction boxes, home runs, etc. The electrical contractor shall provide and install shields and extension boxes as required. 3. The Electrical Contractor shall connect all compressors and provide fused disconnects, magnetic starters and thermal overload protection as required. 4. Vapor proof light fixtures for exhaust hoods shall be furnished by the Kitchen Equipment Contractor. The electrical contractor shall supply and install pull boxes, conduit, wire, bulbs, etc. Provide and connect to a wall mounted switch (with pilot light) located per plans. 5. Vapor proof light fixtures for walk -in coolers and freezers shall be furnished with an exterior pilot light switch by the Kitchen Equipment Contractor. It shall be the respond - sibility of the Electrical Contractor to interconnect and install these items as required. Electrical Contractor shall Not interconnect lighting, door heaters,drain heat tape or relief ports with Evaporator . 6. Electrical Contractor to interconnect the Remote Refrige- rations' Compressor, Evaporator, T -stat, Solenoid and Defrost Timer (All Controls) where required. 7. All electrical materials including wiring, flex, conduit, switches, disconnects, magnetic starters, thermo- overload protectors, transformers, electrical panels, cords, plugs, receptacles, bulbs, etc. shall be supplied by the Electrical Contractor unless specified in these plans or in writing. 8. It shall be the responsibility of the Electrical Contractor to provide water proof power outlet(s) on the roof for exhaust system fan(s) make -up air fan(s) and refrigeration system(s) as required. Low voltage (or common voltage) wiring shall also be supplied and installed by the electr- ical contractor when necessary to control and interconnect the above systems. 9. The Electrical Contractor shall furnish and install any and all electrical contractors as required by applicable codes and ordinances. Electrical Contractor to verify necessary requirements. 10. All dimensions shown on these plans are measured from finished walls, floors, ceilings and /or column center lines or grid lines to center lines of outlets and pull boxes. The Electrical Contractor shall make allowances for finishes when roughing -in. 11. The Electrical Contractor shall provide and install element contractor (relay) shut -offs (shunt trip) and /or solenoid shut -off valve and interconnect with the fire suppression system for the cooking equipment, to shut off all equipment automatically in case of fire. Verify with local codes for shut -down of exhaust fan(s) and or make -up air fan(s) requirements. 12. All 120 volt convenience outlets not designated with spec- ific loads are to be rated 20.0 amps. Electrical Contractor is to provide any additional outlets as called for by architect, owner and /or general contractor. 13. Electrical Contractor to shorten any cords supplied with equipment if requested to do so by owner or Kitchen Equipment Contractors' representative. 14. Electrical Contractor to provide all rough -in building services and make final connections to all food service equipment provided by K.E.C. This shall include the install- lation mounting of the Air Curtain(s),Microswitch(s) and Heat Lamp(s) as required. 15. Electrical Contractor to provide temporary power to Kitchen Service Equipment Contractors' installers. 16. All rough -ins are shown in optimum spots, utilize all existing services when applicable. 17. All receptacles and junction boxes to be flushed mounted in walls with stainless steel cover plate. 18. All duplex outlets to be set horizontally. 19. Verify all electrical rough -ins and locations with Owner, Vendor, or General Contractor on existing equipment or other equipment not provided by K. E. C. 20. Electrical Contractor to interconnect Dish machine with table limit switch. 21. Where applicable, Electrical Contractor to provide conduit and wiring, electrical components, and inter- wiring between the following: A. Control panels to ventilators and exhaust /supply fans per manufacture's instructions. B. Kitchen exhaust hood /ventilators to fire control system and hood controls. C. Call lights and waitress control systems. D. Light fixture, chandeliers, etc. Lamps for any light fixtures are to be provided and installed by the Electrical Contractor unless indicated on the lighting schedules or drawings. E. Modular counters and components installed herein. 22. Electrical Contractor to provide and install all light bulbs for fixtures. 23. Where connection is shown as J.B., Electrical Contractor shall connect to junction box furnished as part of the equipment. 24. Electrical Contractor to provide and install heater tape with 6 watts per lineal foot of drain line inside of walk -in freezer compartment. MASONRY NOTES: 1. Provide walk -in refrigerator /freezer depressions. Trowel smooth and level. Depth as noted by Fronk Redmond Associates. 2. Fill excess depression around wclk --in refrigerator /freezer with grout, finish floor material, and covered after refrigerator /freezer installed by K.E.G. 3. Provide masonry pads with trowelled smooth and level top as required. 4. Provide coved base- molding or coved integral floor materials as required at all vertical surfaces for kitchen floors. 5. All curbs or recessed mat area dimensions are finished dimensions. Verify face and top finishes ( where curb is exposed ) with Architect, General Contractor or Owner. 6. All curbs heights to be taken from finished floor to top of finished curb. 7. All curb dimensions are taken from finished wall to face of finished curb, or from finished face of curb to finished face of curb. 8. See Plumbing plan(s) for exact location of floor sinks and floor drains. Verify with Plumbing Contractor. VENTILATION NOTES 1. Mechanical Contractor to provide fans, duct work, (all welding of hood and duct required) controls, duct collar, final connection, make up air equipment and permits. unless otherwise specified 2. Mechanical contractor ( H.V.A.C. ) to balance exhaust system. 3. All roof curb and roof jacks to be provided, located and installed by G.C. including resealing of roof and roof penetrations. 4. All C.F.M. requirements shown on drawing to be verified by Mechanical Engineer. All C.F.M. specified by Frank Redmond Associates are rated at duct collar only and do not include any static pressure of duct required. 5. All duct collars, cut - outs and penetrations in hoods to be located and provided by mechanical contractor in field. 6. General Contractor to provide all duct chases from hood through roof in accordance with applicable codes. 7. Kitchen Equipment Contractor to provide and install kitchen exhaust hoods as specified in drawings. PLUMBING CONTRACTOR NOTES 1. The plumbing rough -ins and connections shown on these plans are for food service equipment requirements only. It is the responsibility of the Plumbing Contractor to consult the architect's, engineers and /or other consultant's plans and the owner for further building plumbing requirements. 2. Plumbing Contractor to provide and install all required materials to complete connections , such as stops, valves, filters, check valves, pressure reducing valves, gate valves, solenoid valves, siphon breakers, piping, tubing, misc. fittings, traps, etc. unless otherwise specified by Frank Redmond Associates. 3. Water quality requirement. The recommended minimum water quality standards whether untreated or pretreated, based upon 5 hours of use per day, and a daily blow -down, are as follows: A. B. C. D. E. Total dissolved solids Total alkalinity Silica Chloride pH Factor less than 60 parts per million less than 20 parts per million less than 13 parts per million less than 30 parts per million7.5 greater than 7.5 4. Verify all plumbing rough -ins and location with Owner, Vendor or G.C. on existing equipment or other equipment not provided by K.E.C. 5. Plumbing Contractor to furnish and install the following in accordance with applicable codes. A. All water, waste, gas, and steam service to point of rough - as shown on plan. Rough -in outlets to stub 4" out of walls at height indicated from finished floor to center line of outlet. B. Pressure reducing and /or regulating valves for dishwashers, booster heaters, and as otherwise noted, in kitchen areas. C. All floor sinks, complete with top grates indicated, and removable sediment buckets set flush with finished floor, unless noted or as per local code. D. All waste lines, direct or indirect, except as noted, shall be pitched downward. All waste lines shall have adequate clean -out provisions. E. Indirect waste lines for walk -in refrigerators /freezers, pitched 1/4" / 12" (minimum) and with a "P" trap at end over floor sink as required by local code. F. Install in an accessible location the fire control gas shut -off valve as supplied by Kitchen Equipment Contractor. (If gas cooking equipment is used). G. Vacuum breakers as required. H. Insulation of all steam, hot water and condensate return lines in kitchen. I. Clean-out valves for steam condensate, and air lines. J. All piping to and from equipment shall be kept at a minimum of (6 ") above finished floor to allow for cleaning. K. In line water filters are recommended for the following equipment: (Water filter by K.E.C. only when noted) Glass Washers Soda Systems Ice Machines Steam Equipment Water Heaters Booster Heaters Sink Heaters Dish Washers 6. Plumbing Contractor to interconnect dish machine with booster heater and water -type ventilators with control panels as per manufacturer's instruction, when applicable and noted. 7. All lines routed through equipment shall not interfere with intended use of, or servicing of equipment. 8. All vent pipes are to be concealed in walls or column chases. 9. Interconnection between steam equipment and steam generator. 10. Grease interceptor to be specified and located by Mechanical Engineer. Provided and installed by Mechanical or Plumbing Contractor 11. Where equipment is noted as existing, utility requirements should be verified and match as indicated on manufacturer's data plate. If equipment is not relocated, reconnect as required by code. Plumbing Contractor to verify existing utilities and equipment requirements and reuse if possible. 12. All plumbing locations are shown at optimum spots. Utilize all existing services where applicable. 13. All plumbing lines within fixtures, are to be run through bulkheads, raceways, and behind shelves wherever possible. 14. All plumbing to be concealed within walls where possible. 15. Hot water heater to provide a minimum of 140 degree to all kitchen equipment. 16. All dimensions shown are measured from finished walls, floors ceilings and /or column to center lines of stubs or outlets. The Plumbing Contractor shall make allowances for miscellaneous obstructions such as piping mains, electrical components, structures, venting and thickness of finishes when roughing in. 17. All faucets and /or disposers located on Food Service Plan shall be provided by K.E.C. and installed by Plumbing Contractor. 18. Hand sinks are to be mounted and installed by Plumbing Contractor. 19. Plumbing Contractor to provide and install all backflow prevention devices required on equipment, in accordance with applicable codes. 20. Plumbing Contractor to provide and install cold water and drain at evaporative coolers on roof. 21. Plumbing Contractor to provide and install insulated drain lines from all ice storage pans to prevent drain from sweating within fixture. NOTES: 1. REQUIREMENTS SHOWN ARE FOR ONE UNIT. TO DETERMINE TOTAL REQUIREMENTS, MULTIPLY BY NUMBER IN QUANTITY COLUMN. 2. ALL CONNECTIONS SHOWN IN THE EQUIPMENT SCHEDULE ARE SIZED AS THEY ACTUALLY OCCUR ON THE EQUIPMENT. 3. WHERE INDICATED TO CONNECT IN OR THROUGH A VALVE COMPARTMENT, CONTRACTOR SHALL STUB -UP INTO VALVE COMPARTMENT AT HEIGHT INDICATED ON ROUGH-IN PLAN, CAP HIS WORK AND MAKE FINAL CONNECTIONS AFTER EQUIPMENT IS IN PLACE. 4. WHEN EQUIPMENT IS NOTED As EXISTING, UTILITY REQUIREMENTS SHOULD MATCH EXISTING AS INDICATED ON THE MANUFACTURER'S DATA PLATE. 5. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS REGARDING ELECTRICAL PRE- WIRING AND PLUMBING PRE- PIPING IS TO HAVE THE K.E.C. EXTEND TO AND TERMINATE ALL CONNECTIONS FOR THE EQUIPMENT IN THE LOCATIONS INDICATED IN THE EQUIPMENT SCHEDULE AND ROUGH -IN DRAWINGS. 6. WHERE ELECTRICAL WIRING IS INDICATED AS TERMINATING IN A BREAKER PANEL LOCATED IN AN EQUIPMENT ITEM, IT SHALL BE THE K.E.C.'s RESPONSIBILITY TO FURNISH AND INSTALL, COMPLETELY PRE -WIRED TO FIXTURE COMPONENTS AND EQUIPMENT, A SUITABLY SIZED AND ENGINEERED INTERNAL CIRCUIT BREAKER PANEL COMPLETE WITH PROPERLY SIZED CIRCUIT BREAKERS. 7. ELECTRICAL, PLUMBING AND MECHANICAL CONTRACTORS TO PROVIDE ALL ROUGH -IN BUILDING SERVICES AND MAKE FINAL CONNECTIONS TO ALL FOOD SERVICE EQUIPMENT. ABBREVIATIONS A AFF BTU CFM C.P. CONN. C.R. CW DC /IG DCO ON 1- DR EC FAB FD FS FPM FSE FSS G GC GPM GT HP HW I.W. JB K.E.C. KW LDS THE FOLLOWING ABBREVIATIONS ARE THOSE USED ON THE FOOD SERVICE EQUIPMENT PLANS AND SCHEDULES. AMPERES ABOVE FINISHED FLOOR BRITISH THERMAL UNITS CUBIC FEET PER MINUTE CONTROL PANEL CONNECTION CONDENSATE RETURN COLD WATER DEDICATED CIRCUIT /ISOLATED GROUND DUPLEX CONVENIENCE OUTLET DOWN FROM CEILING TO HEIGHT AFF DUPLEX RECEPTACLE ELECTRICAL CONTRACTOR FABRICATOR FLOOR DRAIN FLOOR SINK FEET PER MINUTE FOOD SERVICE EQUIPMENT FIRE SUPPRESSION SYSTEM GAS GENERAL CONTRACTOR GALLONS PER MINUTE GREASE TRAP HORSEPOWER HOT WATER INDIRECT WASTE JUNCTION BOX STUB-UP LOCATION KITCHEN EQUIPMENT CONTRACTOR KILOWATTS POUNDS MBTU 1000 BTU PER HOUR M MOBILE MILL MILLWORK MUA MAKE -UP AIR MW MIXED WATER N-I.K.E-C. NOT IN KITCHEN EQUIPMENT CONTRACT OA OVERALL PC PLUMBING CONTRACTOR PH PHASE P.I. PLUG -IN PL PLASTIC LAMINATE PS PULL STATION PSI POUNDS PER SQUARE INCH QD QUICK DISCONNECT QTY QUANTITY S STEAM SUPPLY SP STATIC PRESSURE S/S STAINLESS STEEL SW SWITCH TD TEMPERATURE DROP TEL TELEPHONE TEMP TEMPERATURE ✓ VOLTS VC VALVE COMPARTMENT W WASTE WG WATER GAUGE WP WATER PROOF WT WEIGHT _, eze) r 1 = z r- z = rn � o /„.. = z c� z z �^ --I ...., o I NO. STORE N0. rre _ a r o c c am, 3 t z r1-+ Z .:, z '^ - a w .F .0 � �� : � S • W W 1Q s ° g co i � o = w .p o 0 >s•, 3 Iz n s s zr G 2 „, 3 z a c• S IHO 5; A U Q N tt ]� (REVISION /ISSUE A LOCATION: SOUTHCENTER CLARE BUILDING "S" - SUITE 104 17250 SDUTl -IC ENTER PARKWAY SOUTHCENTER PKWY & MINKLER BLVD TUKWILA, WASHINGTON / ,y e, °° °' — � FRANK REDMOND ASSOCIATES FOOD FOOD FACILITIES PLANNING 1815 E. INDIAN SCHOOL RD. PHOENIX, flZ 85015 VOICE 1 -602 -266 -7333 CRX 1 -602- 266 -1437 — I DATE I I I • rlItk Or n 0 ff : N iE 091 46. 40 . :i:4 IZ ,,\Imsamkk o 0 CO J 0 kL O rt r -- F 0 N.1 0 w n v rre a z rri rh n spy 0 02 73 0 ilk ° 1: hi' 1 .1l1 THESE DRAWINGS ARE COPYRIGHTED INSTRIBLENTS OF SERVICE AM ARE THE PROPERTY OF RU1 GROUP ARffflTfClS, P1LC. All DESIGNS AND OTHER INfORht1TION ON THE DRAWINGS ARE fOR THE USE Of THE SPGCIfIED PROJECT AND WALL NOT 3E USED FOR ANYOTMEER PROJECT WITHOUT THE EXPRESSED WRITTEN PERMISSION Of RAM GROUP hRC+IITECTS, PLLC. WRITTEN OIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE fOR ALL DlhifNSIONS AND CONDITIONS ON THE JOB AND Rdlh GROUP ARCHITECTS, PLIC SHALL BE NOTIfiEO IN WRITING OF ANY DEVIATIONS fRO11114E DfAIENSIONS MD CONDITIONS INDICATED ON THE DRAWINGS. SHOULD IT APPEAR THAT ANY WORK COVERED BY THE CONTRACT IS NOT SUFFICIENTLY DETAILED OR EXPLAINED; OR If CONFLICTING INfORALAT]ON EXISTS, THE CONTRACTOR SHALL NOTI €Y RAM GROUP AR[HIT [TS PLLC FN WRITING. RAh1 GROUP ARCHITECTS, PLLC SHALL NUT 8f RfSPONSIB1f fORfRRORS OR OAISSIONS CAUSED BYRE CONTRACTOR'S fAILURE TO PROPERLY NOTIFY RAhL GROUP ARCHITECIS, PLLC PRIOR TO WORK DEIIJG COAUIENCED.IHOP SHALL BE SUBMITTED TO RAM GROUP ARCHITECTS, PLLC PRIOR TO PROCEEDING WITHI ANY WORIC N, , RICHARD A. MISKIEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304 -9333 EL (602) 304-1823 rmiskiel@hotmail.com CIRCUIT # N "•-...„ .„..,..s: 1 r III I- V O � m__,0 as NI co l ni *0 �w ZW� zap w0� fi u1 W O u .- HI u zoori, O Z E l u_O SEAL: dote signed: 03-14 -2008 KITCHEN EQUIPMENT REFERNCE DRAWINGS ELECTRICAL SCHEDULE Dgrier 11, 2009 CIRCUIT # ■ CIRCUIT #6 N NO. REVISION /ISSUE DATE PROJECT NUA113ERR DATE: I 03 -14 -2008 I DRAWN BY: DBB SHEET TITLE KITCHEN EQUIPMENT REfERNCE DRAWINGS ELECTRICAL SCHEDULE DETAILS SHEET NUMBER: FS-3.1 CITY SUBMITTAL LEFT SIDE RIGHT SIDE CIRCUIT # CIRCUIT #3 H7 CIRCUIT #2 HI u CIRCUIT #4 CIRCUIT # ■ CIRCUIT #6 N REFRIGERATOR 11111111 EVAPORATOR EXTEND CONDUIT TO LIGHTS. I- 7 SEE ELECT'L PLAN FOR QUANTITY I LV 1 L o l p - f TERMINAL BLOCK EMT RIGID CONDUIT RUN 120V. ABOVE CLG. FOR EVAPORATOR MOTORS, VIEWPORT HEATER, LIGHTS, DOOR HEATER FREEZER & HIGH TEMP. ALARM (WHEN SPECIFIED). f- F- L r h INDICATES ELECTRICAL PANEL FREEZER REFRER TO REFRIGERATOR SCHEMATIC ABOVE FOR TYPICAL CALL-OUTS. WALK IN COOLER I fREEZER WIRING ALL ELECTRICAL CONDUIT TO BE RUN ON BOX EXTERIOR INSTALLATION OF K.E.C. PROVIDED LIGHT FIXTURES BY ELECTRICAL CONTRACTOR srt r I iAI � I 2. ale II II • lIIr 1nr IIII IIII 1111 IIII WW MEIN" NSULATED FLOOR AT WALK IN FREEZERS SEE PLAN FOR LOCATION WALK IN SCHEMATIC FREEZER WITH 208/1 VOLTS FAN MOTORS L1 L2 TIME CLOCK LOCATED ON CONDENSING UNIT ' DT N SHELVING 3 R1 4P U - " 3p III III III III III III JUL 111r II I I LIQ. SOL. 3. ELECTRICAL CONTRACTOR TO PROVIDE ROUGH -IN SERVICES INCLUDING J- BOXES, INTERCONNECTING Q CONDUIT & WIRING FROM ROUGH -INS TO COMPONENTS. a SWITCH NOTES: - - - - -- -- 1. LIGHT FIXTURES, SWITCH BOXES, SWITCHES, SPLICE BOXES, ARE FURNISHED LOOSE . ELECTRICAL CONTRACTOR TO INSTALL ITEMS FURNISHED LOOSE INCLUDING INTERCONNECT CONDUIT & WIRING. 2. EVAPORATORS FOR WALK -INS ARE FURNISHED AND INSTALLED COMPLETE WITH T. STAT, LIQUID LINE SOLENOID & ON /OFF SWITCH BY K.E.C. 4. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ALL D. EYS & NIPPLES FOR PENETRATION. SEAL TO PREVENT MOISTURE OR OUTSIDE AIR ENTRY. 5. ELECTRICAL CONTRACTOR TO SEAL PENETRATIONS THROUGH WALLS, & CEILING W/ CAULKING ON THE INTERIOR & EXTERIOR & INSTALL INTERIOR & EXTERIOR G ' ESCUTCHEON PLATES. 6. EVAPORATOR FAN MOTORS FOR REFRIGERATORS RUN CONTINUOUS. EVAPORATOR FAN MOTORS FOR FREEZERS CYCLE WITH FREEZER DEFROST. 7. LIGHT SWITCHES TO HAVE CONSTANT BURNING NIGHT LIGHTS. J J -I SCALE: NTS SCALE: NTS 1. DRAIN LINE HEATER BY ELECTRICAL CONTRACTOR. PROVIDE 6 WATTS OF DRAIN LINE HEATER HEATER CABLE FOR EACH FOOT OF DRAIN LINE. EXTEND HEATER CABLE TO FREEZER WALL. WRAP HEATER CABLE AND DRAIN LINE WITH INSULATION TAPE. ELECTRIC DEFROST WIRING SCHEMATIC SCALE: NTS CLG. BY G.C. S/S CLOSURE PANEL BY K.E.C. INTERIOR MOUNTED DCO AND VAPOR PROOF BOX BY ELECTRICAL CONTRACTOR FOR HEAT TAPE AND GENERAL PURPOSE ELECTRICAL NEEDS COIL, REFRIGERATION LINES AND FREEZER BOX BY K.E.C. ENTIRE DRAIN LINE WITHIN FREEZER TO BE HEAT TAPED AND INSULATED BY E.C. DOOR PANEL COPPER DRAIN LINE BY PLUMBING CONTRACTOR. RUN ON BOX EXTERIOR. PITCH DOWN TOWARD FLOOR SINK AT 1/4" PER FOOT RUN (MIN.) FIT TIGHT TO WALL P -TRAP FLOOR SINK (FIELD) T -STAT A. TERMINAL BLOCK, T.STAT AND LIQUID LINE SOLENOID PROVIDED AS PART OF REFRIGERATION SYSTEM. B. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, WIRE AND MAKE FINAL CONNECTION BETWEEN J -BOX AND COMPRESSOR RACK. SEE ROOF PLAN FOR COMPRESSOR RACK LOCATION. C. E. INTERIOR /EXTERIOR LIGHT SWITCH. F. 0 0 ELECTRICAL CONTRACTOR SHALL PROVIDE WIRING FROM TERMINAL BLOCK TO DRAIN LINE HEATER. DRAIN LINE HEATER PROVIDED AS PART OF THE REFRIGERATION SYSTEM. VIEWPORT & DOOR HEATER CABLE. HIGH TEMPERATURE ALARM ( IF SPECIFIED DOOR ACTIVATED SWITCH BY ELECTRICIAN. DISCONNECT SWITCH INCANDESCENT LIGHT FIXTURE JUNCTION BOX EYS & NIPPLE FOR CEILING PENETRATION TO SPLICE BOX HEATED CABLE HEATED VACUUM VENT # 1 LIGHT HEATING ELEMENT 5-1.1 4.H HI rPASS THROUGH" # 2 J -BOX LIGHT = HI H2 HEATING ELEMENT (VIEW FROM INSIDE THE GALLEY AREA LOOKING OU THROUGH THE PASS THROUGH WINDOW.) T -STAT KEC TO PROVIDE J -BOX, COMPONENTS & NOTED CIRCUITS TO THIS JUNCTION. - III' # #4 HI -- rr� WIRE NUTS TO BE 90 DEGREE CENTIGRADE HEAT RATED. T NEUTRAL WIRING DIAGRAM FOR COOLER FOR 120 VOLTS FAN MOTORS SUPPLIED BY KOLPAK CONDENSING UNIT WIRE SCHEMATIC LIGHT HEATING ELEMENT - 120V /1PH /60HZ LIGHT HOT L - - - - - -- TIME CLOCK HEAT L AMPS II LEFT & RIGHT II II I I I I _ CEILING HEATING ELEMENT -------- ---]1 -- 'NOTE: AU. UGHTS ARE 120V; ALL HEATING ELEMENTS 208V. 'NOTE: THE TWO LEFT LIGHTS WILL BE ON CIRCUIT 5 AND WILL BE WIRED TO THE LEFT HALF OF A DUAL SWITCH PLATE. THE TWO RIGHT LIGHTS WILL BE ON BE ON CIRCUIT 6 AND WILL BE WIRED TO THE RIGHT HALF OF A DUAL SWITCH PLATE. 'NOTE: EACH HEATING ELEMENT WILL BE ON A SEPERATE CIRCUIT AND WILL BE WIRED (USE #1D WIRE) TO A SINGLE INFINITE CONTROL LIQUID -LINE SOLENOID VALVE (IN COOLER) EVAPORATOR 0 FAN MOTOR AS REQ'D. GROUND SUPPLIED BY ELECTRICAL CONTRACTOR I- - --- -I H- G - - - - L1 208 - 230/3/60 - - . - L2 POWER LEADS - - - - WIRING HARNESS TO CONN:CT TO EVAPORATOR COIL AND ELECTRIC I I DEFROST TIMER WITH FIVE WIRES (COOLER USES AIR DEFROST TIMER) i ■ I -+ I I L OTHERS TO PROVIDE CONDUIT AND CIRCUIT INSTALUTION FROM J -BOX TO (INCLUDING) CONTROL PANEL KEC TO PROVIDE CONTROL PANEL COVER, INFINITE CONTROLS WITH SOLDERED PIGTAILS (4) (INFINITE CONTROL CONNECTION MUST REMAIN SOLDERED. KEC TO PROVIDE DUAL SWITCH FOR GHTS AT THE CONTROL PANEL AND 2" X 4" J -BOX (1) ONE 15 AMP 120/60/1 CIRCUIT REQUIRED FOR LIGHTS. TWO 30 AMP 208/60/1 CIRCUITS REQUIRED FOR HEATING ELEMENTS. 8 HEATING ELEMENT /LIGHT AT PASS THROUGH WIRE SCHEMATIC SCALE: NTS -'- H- --1* -G L L JUNCTION BOX (LIGHTS - k-- G & HEATER AT DOOR) - - ----- ---- --- N --- - - FREEZER /COOLER WIRING G.C. TO RUN ALL ELECTRICAL WIRES ABOVE CEILING THEN DOWN TO CONTROL BOX AFTER PASS WINDOW INSTALLATION. KITCHEN INSTALLER WILL PROVIDE HOLE IN STAINLESS PASS WINDOW. THIS HOLE LOCATES EXACT POSITION TO RUN ELECTRICAL CONDUIT TO. ABOVE CEILING THEN DOWN TO CONTROL BOX PRINTER MOUNTING /PASS WINDOW HEAT LAMP CONTROL WIRING "CONTROL PANEL" HEATER (1) CONTROL HEATER G (2) CONTROL U AL I S WITCH WRE BLACK &WHITE) HEATER (3) CONTROL HEATER (4) CONTROL EVAPORATOR COIL SCALE: NTS FROM DISCONNECT 208 - 230/60/1 FREEZER POWER LEADS FROM DISCONNECT N 120/60/1 COOLER 115 -60 -1 SCALE: NTS E.C. TO PROVIDE ONE (1) 15 AMP 12D/1 CIRCUIT TO J -BOX I I E.C. TO PROVIDE TWO (2) 30 AMP 208/1 CIRCUITS TO J -BOX AND MAKE FINAL CONNECTIONS TO CONTROL PANEL. 12 4 X12" PULL-BOX BY ELECTRICAL CONTRACTOR. Cal PASS SHELF ALL HEAT LAMPS TO BE PRE -WIRED TO THIS 2" ACCESS HOLE FACTORY CUT IN PASS SHELF SCALE: NTS QTY 4 4 2 4 4 2 2 2 2 2 2 2 2 6 TAG El E2L E2R E5A E6L E6R E7 E11L E11R E12A El 4 E17 El 9 E20 E25 E30 E31 E36 E37 E43 E44 E44A E4413 E47 E52 E52A E52B E52C C63 E66 E67 E68 E69 £77 E83A E839 £86 E93 E98 E102 El 03 E104 El 08 E111 £113 £114 E115 £117 E118 El 20 E121 E122 E125 E135 El 37 El 40 El 40A E142 E144 E146 1 MAIN P05 HOST COUNTER LONG SWEEP BEND 24" RADIUS (18" MIN.) BEVERAGE CONDUIT -BY ELECTRICAL CONTRACTOR COORDINATE LOCATION WITH PURVEYOR DESCRIPTION VOLTAGE MICROWAVE OVEN 120V REFRIGERATED PREP TABLE 115V REFRIGERATED PREP TABLE 115V SINGLE WAFFLE BAKER 120V REACH -IN REFRIGERATOR 115V REACH -IN REFRIGERATOR 115V DROP IN FOOR WARMER 120V REACH -IN DUAL TEMP FREEZER 115V REACH-IN DUAL TEMP FREEZER 115V FRYER FILTER 120V P.O.S. PRINTER 110V UNDERCOUNTER REFRIGERATOR 4 SLOT TOASTER FRYER TIMER 48" GRIDDLE / OVEN COMBINATION 48" GRIDDLE. 72" GRIDDLE HEAT LAMP CONTROL PANELS HEAT LAMP 60 QUART MIXER WALK -IN COOLER C OOLER CONDENSING UNIT C OOLER COIL SLICER WALK -IN FREEZER FREEZER CONDENSER FREEZER COIL ELECTRICAL FREEZE PROTECTION WORKTABLE WITH SINK U L710 LISTED EXHAUST HOOD - U 710 LISTED EXHAUST HOOD - HOT TOP U L710 LISTED EXHAUST HOOD - FRYER FIRE SUPPRESSION SYSTEM DISHWASHER ICE MAKER ICE MACHINE CONDENSER AND AIR CURTAIN UNDERCOUNTER REFRIGERATOR SOUP WARMER BUNN WARMER PICK UP COUNTER SALAD PREP TABLE MICROWAVE OVEN ICE CREAM CABINET MILK DISPENSER WITH MALT MIXERS CARBONATOR WITH SHELF DRINK DISPENSER JUICE DISPENSER ICE TEA BREWER COFFEE BREWER SYRUP WARMER BEVERAGE COUNTER HOT CHOCOLATE DISPENSER P.O.S. STANDS P.O.S. SYSTEM PAGING SYSTEM HOSTESS STAND TO GO STAND OFFICE DESK TOP NEMA 5 -15P 6.0 AMPS NEMA 5 -15P 6.0 AMPS SINGLE DIRECT CON 10.0 AMPS 1200 WATTS NEMA 5 -205P 10.7 AMPS NEMA 5 -205P 10.7 AMPS SINGLE NEMA 5 -20P 6.2 AMPS ISOLATED 1.0 AMPS 115V 60HZ SINGLE NEMA 5 -15P 12.0 AMPS 120V 60HZ SINGLE NEMA 4-14P 23.3 AMPS 2.8 KW 120V 60HZ SINGLE NEMA 5-15P 0.1 AMPS 10 WATTS 120V 60HZ SINGLE NEMA 5 -20R 5.0 AMPS 2 EA. PLUG CONNECTIONS 120V 60HZ SINGLE NEMA 5 -20R 1.0 AMPS 120V 60HZ SINGLE NEMA 5 -20R 1.0 AMPS 208V SINGLE DIRECT CON 208V SINGLE DIRECT CON 2700 WATTS 208V 60HZ THREE DIRECT CON 18.0 AMPS 120V 60HZ SINGLE DIRECT CON 5.0 AMPS 208V 60HZ THREE DIRECT CON 15.0 AMPS RLA 6.7AMPS LRA 51AMPS 115V 60HZ SINGLE DIRECT CON 6.3 AMPS 120V 60HZ SINGLE NEMA 5 -15P 5.0 AMPS 120V 60HZ SINGLE DIRECT CON 5.0 AMPS 208V 60HZ THREE DIRECT CON 25.0 AMPS RLA 9.9AMPS LRA 77AMPS 208V 60HZ SINGLE DIRECT CON 14.7 AMPS MTRS 3.0AMPS HRTS 11.7 AMPS 120V 60HZ SINGLE NEMA 6 -30P 30.0 AMPS 120V 60HZ SINGLE DUPLEX GRIDDLE 120V 60HZ SINGLE D 120V 60HZ SINGLE DIRECT CON 120V 60HZ SINGLE DIRECT CON 120V 60HZ SINGLE DUPLEX 115V 60HZ SINGLE DIRECT CON 50 AMPS 1.10 KW 208V 60HZ SINGLE DIRECT CON 30.0 AMPS LINE SET 208V 60HZ SINGLE DIRECT CON 15.0 AMP 120V 60HZ SINGLE DIRECT CON 7.5 AMPS 115V 60HZ SINGLE NEMA 5 -15P 3.3 AMPS 220V 60HZ SINGLE DIRECT CON 3.4 AMPS 825 WATTS 120V 60HZ SINGLE DIRECT CON 7.5 AMPS 900 WATTS 120V 60HZ SINGLE DUPLEX LJI_...1 115V 60HZ SINGLE NEMA 5 -15P 12.0 AMPS 120V 60HZ SINGLE NEMA 5 -15R 13.4 AMPS 1000 WATTS 120V 60HZ SINGLE NEMA 5 -15P 5.0 AMPS 115V 60HZ SINGLE NEMA 5 -15P 2.7 AMPS 120V 60HZ SINGLE NEMA 5 -15P 120V 60HZ SINGLE NEMA 5 -20R 2.0 AMPS 120V 60HZ SINGLE NEMA 5 -20R 10 AMPS 120V 60HZ SINGLE NEMA 5--20R 15.0 AMPS 1700 WATTS 220V 60HZ SINGLE NEMA 14 -50R 29.0 AMPS 120V 6DHZ SINGLE NEMA 5 -15P 15 AMPS 350 WATTS 120V 60HZ SINGLE DUPLEX 120V 60HZ SINGLE NEMA 5 -20R 15 AMPS 14.0 KW 110V 60HZ SINGLE ISOLATED 1.0 AMPS 110V 60HZ SINGLE ISOLATED 1.0 AMPS 110V 60HZ SINGLE DUPLEX 110V 60HZ SINGLE DUPLEX 110V 60HZ SINGLE DUPLEX 110V 60HZ SINGLE DUPLEX 110V 60HZ SINGLE DUPLEX .151 G SWEEP" BEND 24" RADIUS (18" MIN.) BEVERAGE Mini U�U( I -SYRUP BOX STAND CO2 TANK PULL BO BY ELECTRICAL CONTRACTOR PULL BOX MUST BE MAINTAINED UNTIL BEVERAGE LINES HAVE BEEN PULLED HZ PHASE 6DHZ 60HZ SINGLE 60HZ SINGLE 60HZ SINGLE 60HZ SINGLE 60HZ - SINGLE 60HZ SIN 60HZ SINGLE 60HZ SINGLE 60HZ SIN 60HZ SINGLE ELECTRICAL SCHEDULE - IHOP- SOUTHCENTER -3083 PLUG AMPS WATTS SINGLE NEMA 5 -20R 17.8 AMPS 1200 WATTS NEMA 5 -15P 12.0 AMPS NEMA 5 -15P 12.0 AMPS 1200 WATTS T CEILING WALL BEVERAGE DISPENSER BEVERAGE COUNTER DIRECT CON 5.0 AMPS 100 WATTS PER BULB 5.0 AMPS 100 WATTS PER BULB 5.0 AMPS 100 WATTS PER BULB ALL CONDUIT TO BE 4" I.D. MINIMUM. ALL BENDS TO BE "LONG SWEEP" 24" MINIMUM RADIUS. DO NOT USE PLUMBING TEES OR ELBOWS. UTILIZE THE LEAST NUMBER OF BENDS AS POSSIBLE. CONTRACTOR TO VERIFY AND PROVIDE CONDUIT PER APPLICABLE CODES FOR ABOVE RUNS. INSTALL PULL BOX EVERY 75 LINEAR FEET OR EVERY THREE BENDS. DEBURR ALL SHARP EDGES AND SAW CUTS ON I.D. OF CONDUIT. 18" MINIMUM CENTERS ON CONTINUING STUB -UPS. CAP ENDS DURING CONSTRUCTION. INSTALL ELECTRICAL PULL-WIRE IN CONDUIT. THE BEVERAGE CONDUIT SHOWN DOES NOT REFLECT ACTUAL LINE RUN - THIS IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. WHERE BEVERAGE EQUIPMENT IS PROVIDED AND INSTALLED BY THE BEVERAGE VENDOR, ALL TRADES ARE RESPONSIBLE FOR VERIFYING THE SIZE AND REQUIREMENTS WITH THE VENDOR. SODA LINE SCHEMATIC SCALE: NTS HJP 1/3 HP 1/3 HP 1/4 HP 14 HP 1/3 HP 1/3 HP 1/3 HP 1/2 HP 4 HP SCO+ 1 4 AFFFOR ELECTRIC IGNITION- VERTICAL SCO+ 14" AFFFOR ELECTRIC IGNITION-VERTICAL FOR HEAT LAMPS E37 CUSTOM PANEL WITH LAMPS -DC TO E36 2.7 HP 1/15 HP 1/2 HP 1/3 HP 1/15 HP 1/2 HP 1/4 HP 1/5 HP 0.2 HP REMARKS SCO +72" AFF SCO +18" AFF SCO +18" AFF SCO +72" AFF SCO +88" AFF SCO +88" AFF DCO +30" AFF SCO +88" AFF SCO +88" AFF SCO +18" AFF DCO +72" DEDICATED CIRCUIT SCO +18" AFF SCO +60" AFF AT ITEM K12 SCO +14 "AFF FOR ELECTRIC IGNITION + SCO +14" AFF FOR BLOWER MTR. DCO+ 53" AFF DC FOR LIGHTS AND DOOR HEATER SEE FREEZER /COOLER NOTES FS-3 AIR DEFROST UNIT -3 FAN UNIT SCO +48" AFF DC FOR LIGHTS AND DOOR HEATER SEE FREEZER /COOLER NOTES FS -3 3 FAN UNIT GFCI BY ELECTRICAL CONTRACTOR GENERAL PURPOSE DUPLEX OUTLET AT COUNTER GENERAL LIGHTING PER PLAN FOR HOOD GENERAL LIGHTING PER PLAN FOR HOOD GENERAL LIGHTING PER PLAN FOR HOOD DUPLEX OUTLET FOR DATA AT ANSUL SYSTEM 1.5 HPx2 CONNECTION PER MEG REQUIREMENTS_ 3.5 HP ON ROOF OF BUILDING ON ROOF OF BUILDING 3/4 HP WITH DOOR ACTIVATED MICRO SWITCH. 1/6 HP SCO +18" AFF D.C. BY E.C. AT COUNTER D.C. BY E.C. AT COUNTER GENERAL PURPOSE DUPLEX OUTLETS PER PLAN SCO +18" AFF SCO +72" AFF SCO +18" AFF SCO +42" AFF AT COUNTER GENERAL PURPOSE DUPLEX FOR CARBONATOR SCO +42" AFF AT COUNTER SCO +42" AFT AT COUNTER SCO +42" AFF AT COUNTER SCO +42 AFF AT COUNTER SCO +42 AFF AT COUNTER GENERAL PURPOSE OUTLETS PER PLAN SCO +42" AFF AT COUNTER DCO +42" DEDICATED CIRCUIT DCO +18" DEDICATED CIRCUIT GENERAL PURPOSE DUPLEX OUTLETS GENERAL PURPOSE DUPLEX OUTLETS GENERAL PURPOSE DUPLEX OUTELTS GENERAL PURPOSE DUPLEX OUTELTS GENERAL PURPOSE DUPLEX OUTELTS ELECTRICAL NOTES 1. REQUIREMENTS SHOWN ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS (FURNISHED BY ELECTRICAL CONTRACTOR) 2. SEE EQUIPMENT PLAN AND SCHEDULE FOR ADDITIONAL INFORMATION. (FURNISHED BY KITCHEN CONTRACTOR) 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ROUGH -IN AND FINAL CONNECTIONS TO THE EQUIPMENT. SQUARE REPRESENTS CONNECTION TO EQUIPMENT. 6. ALL HORIZONTAL WIRING ON WALK -INS TO BE DONE ON EXTERIOR OF BOX. DOT REPRESENTS ROUGH -IN LOCATION. (FURNISHED BY ELECTRICAL CONTRACTOR) DOTTED LINE REPRESENTS FINAL CONNECTION. 5. ELECTRICAL CONTRACTOR TO PROVIDE SHUNT TRIP BREAKER AT ELECTRICAL PANEL FOR ANY EQUIPMENT UNDER HOOD WITH ELECTRICAL CONNECTION. 7. ALL CONTROL WIRING ON COOLERS AND FREEZERS BY ELECTRICAL CONTRACTOR. 8. PROVIDE 120 1PH 20 AMP. WEATHERPROOF SERVICE OUTLET ON ROOF AT EXHAUST FAN AREA. 9. ANY INTERCONNECTIONS BETWEEN KITCHEN FIRE SUPPRESSION SYSTEM AN MAIN BUILDING FIRE SYSTEM BY ELECTRICAL CONTRACTOR. 10. ELECTRICAL ROUGH -IN DRAWING IS FOR REFERENCE AND LOCATION ONLY, REFER TO SEALED ELECTRICAL ENGINEERING DRAWINGS FOR ELECTRICAL DESIGNS. EQUIPMENT AND FABRICATED ITEMS SPECIFIED ARE CERTIFIED TO MEET U.L, ETL, NSF, AGA, NFPA (EXHAUST HOOD & WALK -IN COOLER FREEZER WALL INSULATION), FEDA AND HACAAP STANDARDS. ELECTRICAL ABBREVIATIONS DRO. DUPLEX RECEPTACLE SCO. SINGLE RECEPTACLE JB. JUNCTION BOX DCO. DIRECT CONNECTION DR /DC. DUPLEX RECEPTACLE DEDICATED CIRCUIT SW. LIGHT SWITCH +48" AFF NOTE! ALL FS SHEETS CREATED HERE WERE DERIVED FROM INFORMATION RECEIVED FROM THE ARCHITECT, CUSTOMER OR EQUIPMENT SUPPLIER AND MUST BE REVIEWED BY LICENSED ENGINEERS PRIOR TO INSTALLATION. NOTE ROUGH IN CONNECTIONS DETAILED HERE DO NOT INCLUDE ELECTRICAL SERVICES REQUIRED FOR GENERAL CLEAN UP, OWNER OR VENDOR SUPPLIED EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. a om tin I All m co Ro c °° Z z �, I DM : 03-14-2008 PROJECT NUMBER NO. STORE NO rin . m Z 1 r i .Q S trAFAS_____) — FRANK REDMOND ASSOCIATES FOOD FACILITIES PLANNING 1815 E. INDIAN SCHOOL Rd. PHOENIX, AZ 85016 VOICE 1- 602 -266 -7333 FAX 1- 602 -266 -1437 t �D 0 = Q ©1....12. w�` x a a o 3 AA � =. Co 0 w N ° 3 Q . A a lai -: �n m r z b w I it .�E A V E S 5- Q 1V r (REVISION/ISSUE LOCATION: SOUTHCENTER SQUARE BUILDING S - SUIT�7D4 " "S" 17250 SOUTHCENTER PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON "all �c ° z c , -° z z e DRAWN BY: I 08B o�c c DATE I o — �' z ° z `^ — N n • ,' till . • Y.F rx -, a css "NIMEMENESIESitaMMEMMSZI _.. ....____..__._.._._____. 14 . - 0 l . 1-- am OaiP iA ., r . ati .A ,. . _aSh - �aS r -. •.r:- :ak.:� -: .. ' "�:S= eke"-' „ `•a]= i- �.....:�:>: FHESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AND ME THE PROPERTY Of RAM GROUP ARCHITECTS, PLLC. ALL DESIGNS AND OTHER INFORMATION ON HE DRAWINGS ARE FOR TBE USE Of THE SPECIFIED PROTECT AND SHALL NOT BE USED TOR MY OTHER PROJECT WITHOUT THE EXPRESSED WRITTEN PERMISSION! Of RAM GROUP ARCHITECTS, PLLC. WRITTEN DIAtEIESIONS ON THESE DRAWINGS STALL HAVE PRECEDENCE OVER SCI DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE MT ALL DIMENSIONS AND CONDITIONS ON THE JOE AND RAM GROUP ARCHITECTS, PLLC SHALL BE NOTIf1Hl IN WRITING Of ANY DEVIATIONS +ROM T+{E DIMENSIONS AND CONDITIONS INDICATED ON THIS DRAWINGS. SHOULD IT APPEAR THAT AN YW'[ORK COVERED BY THE CONTRACT IS NOT SUFFICIENTLY DETAILED DR EXPLAINED; OR If CONFLICTING INTONATION EXISTS, HE CONTRACTOR S+IA11 NOTIFY WA GROUP ARCHITECTS, PLLC IN WRITING. RAM GROUP ARCHITECTS, PUCS%IALL NOT BE RESPONSIBLE fOR ERRORS OR OMISSIONS CAUSED BYRE CONTRACTOR'S fAILURE TO PROPERLY NOTIFY RAM GROUP ARCHITECTS, PILL PRIOR TO WORK BEING COAfMENCED. SHOP DRAWINGS SHALL BE SUBMITTED TO *GROUP ARCHITECTS, PILL PRIOR TO PROCEEDING WITH ANY WORK. . ' — RICHARD A. MISKIEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304-9333 Fx. (602) 304-1823 rmiskiel @hotmail.com PLUMBING SCHEDULE - IHOP - SOUTHCENTER -3083 ."----....,,,....,,,■:::: QTY DESCRIPTION SUPPLY W E2 O 3 . .0 M Ln cta g:9 VI O rn W9n : b1 u�a 0 0ww 2 DROP IN FOOR WARMER ©CcP Z � Z C E O 4 o J SEAL: KITCHEN REfERNCE PLUMBII date signed: 03-14 -2008 EQUIPMENT DRAWINGS DS EI 1 -1J4" IPS GAS +20" AFF 340,000 BTU GAS CONNECTION PER MFG. SPECIFICATIONS BY PLUMBING CONTRACTOR P12A 1 SEE P -12 VERIFY WITH EQUIPMENT ._ SEE P - 12 P15 7 . _ BY PLUMBING CONTRACTOR PER MFG. EQUIP. REQUIREMENTS P16 1 GAS QUICK DISCONNECT AND POST -SET VERIFY WITH EQUIPMENT BY PLUMBING CONTRACTOR PER MFG. EQUIP. REQUIREMENTS P25 NO. REVISION /ISSUE DATE 300,000 BTU GAS CONNECTION QUICK DISCONNECT BY PLUMBING CONTRACTOR P27 1 36" STEP UP HOT TOP 6 BURNER 3/4" IPS GAS +12" AFF 180,000 BTU GAS CONNECTION QUICK DISCONNECT BY PLUMBING CONTRACTOR P30 1 48" GRIDDLE 3/4" IPS GAS +12" AFF 120,000 BTU GAS CONNECTION QUICK DISCONNECT BY PLUMBING CONTRACTOR P31 2 72 GRIDDLE 3/4" IPS GAS +12" AFF 180,000 BTU GAS CONNECTION QUICK DISCONNECT BY PLUMBING CONTRACTOR SEE PLUMBING ENGINEERING DRAWINGS P33 PRONE' NUMBER D ATE: 03- 142008 BY: I DRAWN B DBB SHEET TITLE KITCHEN EQUIPMENT REfERNCE• DRAWINGS PLUMBING SCHEDULE SHEET NUMBER: FS -4.1 CITY SUBMITTAL SECURE DRAIN LINE TO WALL FIN. WALL J DRIP TROUGH - FIXTURE - ICE BIN OR SINK SHELF PLUMBER TO INSULATE DRAIN LINES FROM ICE BINS REMOVABLE SHELF FIN. FLOOR FLOOR SINK SINK FLOOR SINK INDIRECT DRAIN - SCHEMATIC DETAIL SCALE: NTS QUICK DISCONNECT TO BE CERTIFIED WITH N.S.F., & AGA DESIGN CERTIFICATION Z - 21 - 69B - 1990. QUICK DISCONNECT TO BE IN COMPLIANCE WITH UPC 1212.0 RESIDENTIAL STYLE FLEX CONNECTORS ARE NOT ACCEPTABLE. GAS FIRED EQUIPMENT ON CASTERS RESTRAINING DEVICE NOT TO EXCEED LENGTH OF Q.D. HOSE. RESTRAINING DEVICE BY K.E.C. MOUNTED WITH S/S BOLTS BY K.E.C. GAS QUICK DISCONNECT DETAIL TO COOKING EQIUP • SCALE: NTS -- I L_ TI 1 I I I I I DRAIN LINE \V I PITCH MIN. 1/4 /FT. N\\ L\NJ \\ \\ <tew -cur FEE & MASON ¢307 -1 CHROME PLATED SPLIT RING TURING HANGER OR EQUAL ORAN LEE RANEE SEE OELAR. rt N RANI IJNE FRONT VIEW EVAPORATOR \- \\ TUBING HANGER .- STORAGE 3/8' THREADED STUD WELDED TO 16 GA. STANDARD STEEL PLATE IR'EeEP10 I - �1 r EVAPORATOR NOM LEE HEATER 01 AO1O:5 MN3? COPPER ORADL NNE VAPOR SEAL SWIM CLEARANCE WREN WALL A ORA N LINE SIDE VIEW SECURE PLATE TO WALL WITH #3 STAINLESS STEEL ROUND HEAD SHEET METAL SCREWS INDIRECT DRAIN - FROM WALK IN DRAIN PAR THEE PPER NOON COPPER NIPPLE SCALE: NTS PLUMBING NOTES 1. THE PLUMBING CONTRACTOR SHALL PROVIDE BOTH ROUGH -IN AND FINAL CONNECTIONS TO ALL EQUIPMENT SHOWN HEREIN. SOLID DOT REPRESENTS ROUGH -IN LOCATION (FURNISHED BY PLUMBING CONTRACTOR) DOTTED UNE REPRESENTS FINAL CONNECTION. (FURNISHED BY PLUMBING CONTRACTOR) CIRCLE REPRESENTS CONNECTION ON (FURNISHED BY PLUMBING CONTRACTOR) EQUIPMENT. 3. PLUMBING CONTRACTOR TO KEEP ALL PLUMBING UNES CLEAR OF WALL BACKING AREAS.REFER TO WALL COORDINATION PLAN FOR MORE INFO. 4. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL SHIUT OFF VALVES & REGULATORS AS REQUIRED. 5. PLUMBING CONTRACTOR TO INSTALL GAS SOLENOID VALVE PROVIDED BY K.E.C. 6. PLUMBING CONTRACTOR TO PROVIDE COLD WATER AND DRAIN TO EVAPORATIVE COOLER AT ROOF 7. PLUMBING ROUGH -IN DRAWING IS FOR REFERENCE AND LOCATION ONLY, REFER TO SEALED PLUMBING ENGINEERING DRAWINGS FOR PLUMBING DESIGNS. EQUIPMENT AND FABRICATED ITEMS SPECIFIED ARE CERTIFIED TO MEET U.L., ETL, NSF, AGA, NFPA(EXHAUST HOOD & WALK -IN COOLER /FREEZER WALL INSULATION), FEDA AND HACAAP STANDARDS. PLUMBING SCHEDULE - IHOP - SOUTHCENTER -3083 TAG QTY DESCRIPTION SUPPLY WASTE REMARKS P7 2 DROP IN FOOR WARMER /2 COPPER DRAIN LINE Di- IN R DRAIN TO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR P12 1 FRYERS WITH FILTER AND DISPOSAL FRYER FILTER GAS QUICK DISCONNECT AND POSI .-SET 1 -1J4" IPS GAS +20" AFF 340,000 BTU GAS CONNECTION PER MFG. SPECIFICATIONS BY PLUMBING CONTRACTOR P12A 1 SEE P -12 VERIFY WITH EQUIPMENT ._ SEE P - 12 P15 7 . _ BY PLUMBING CONTRACTOR PER MFG. EQUIP. REQUIREMENTS P16 1 GAS QUICK DISCONNECT AND POST -SET VERIFY WITH EQUIPMENT BY PLUMBING CONTRACTOR PER MFG. EQUIP. REQUIREMENTS P25 1 48" GRIDDLE / OVEN COMBINATION 2 EACH 3/4" IPS GAS +12" AFF 300,000 BTU GAS CONNECTION QUICK DISCONNECT BY PLUMBING CONTRACTOR P27 1 36" STEP UP HOT TOP 6 BURNER 3/4" IPS GAS +12" AFF 180,000 BTU GAS CONNECTION QUICK DISCONNECT BY PLUMBING CONTRACTOR P30 1 48" GRIDDLE 3/4" IPS GAS +12" AFF 120,000 BTU GAS CONNECTION QUICK DISCONNECT BY PLUMBING CONTRACTOR P31 2 72 GRIDDLE 3/4" IPS GAS +12" AFF 180,000 BTU GAS CONNECTION QUICK DISCONNECT BY PLUMBING CONTRACTOR SEE PLUMBING ENGINEERING DRAWINGS P33 1 FLOOR TROUGH AT ICE MACHINE PER PLUMHI 1 ENGINEEING - 'ER PLUMBING ENGINEERING /4" F.P.T. CONDENSATE DRAIN W /FREEZE PROTECTION 3/4" M.P.T. CONDENSATE DRAIN W /FREEZE PROTECTION P43A 1 WALL FAUCET FOR MIXER WITH HOSE COOLER COIL 1/2 H &C +60" AFF MIXING FAUCET W /VACUUM BREAKER - INSTALLED BY PLUMBING CONTRACTOR P44B 1 INDIRECT DRAIN TO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR P52B 1 FREEZER COIL - -�• _ ADJRECT U ALIN TO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR P52C 1 ELECTRICAL FREEZE PROTECTION P58 3 HAND SINKS SEE P -56D 1/2" H&C +37.5" AFF 1 -1/2" WASTE DIRECT WASTE +24" AFF DIRECT PER PLUMBING PLANS: WASTE & SUPPLY BY PLUMBING CONTRACTOR. P58D 3 HAND SINKS FAUCETS SEE P -53 SEE P -58 P63 1 WORKTABLE WITH SINK POT SINK WITH COVERS SEE P -72 SEE P - 72 1 -1/2" COPPER DRAIN LINE 2" COPPER DRAIN LINE SEE FIXTURE 2" COPPER DRAIN LINE _ INDIRECT DRAIN LO_ELOOR SINK PER PLAN BY PLUOING CONTRACTOR P70 1 INDIRECT DRAIN TO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR W /POTABLE TESTABLE BACKFLOW PREVENTION P72 3 1 FAUCET DISHWASHER _ 1/2" H &C + 38" AFF 1/2" FPT HW 120 DEGREE TEMP P77 INDIRECT DRAIN OOR SINK PER P BY PLUMBING CONTRACTOR P79 1 PRE -RINSE FAUCET 1/2" H &C +42" AFF SEE P - 82 VERTICAL CHECK VALVE INSTALLED BY PLUMBING CONTRACTOR IND • CT DRAIN JO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR P82 1 SOILED DISH TABLE WITH SINK SEE P -79 2" COPPER DRAIN LINE 1" FPT DRAIN LINE 3/4" FPT DRAIN LINE P83 1 ICE BIN ICE MAKER ICE MACHINE WATER F ILL. E . 3/4" CW FROM FILTER +23.5" ACH I ► e ■ I ■ _ ► IQ SINK PER _PLAN BY PLUMBING CONTRACTOR NDIR DRAIN TO FLOOR SINK PER PLAN BY PLUM JNG CONTRA OR P83A 1 1 P83C 3/4" CW +60" AFF . I ■STALLED BY PLUMBING CONTRACTOR P84A 1 MOP SINK CURB 1/2" H &C TO FACUET BY CONTRACTOR WASTE PER PLUMBING DRAWINGS INSTALLED BY PLUMBING CONTRACTOR P89 1 2 FLOOR TROUGH AT DISH AREA - SOUP WARMER WASTE PER PLUMBING DRAWINGS 1/2" NPT COPPER DRAIN LINE INSTALLED BY PLUMBING CONTRACTOR. P98 NDIRECT DRAIN TO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR P101 2 DIPPERWELLS WITH FAUCET _ 1/2" CW NPSM TO BOTTOM OF FAUCET J2" H &C TO FACUET BY CONTRACTOR 1 - 1/2" COPPER DRAIN LINE 1/2" NPT COPPER DRAIN LINE SEE P -131 INDIRECT QRAIN TO FLOOR SINK PER PLAN BY PL UUBING CONTRACTOR NDIRECT RAIN TO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR P105 2 ICE PANS - BUTTER DECK MQUg FAUCET P109 2 - 111 P110 1 DIPPERWELLS WITH FAUCET 1/2" CW NPSM TO BOTTOM OF FAUCET 1 - 1/2" COPPER DRAIN LINE NDIRECT DRAIN TO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR P114 1 CARBONATOR WITH SHELF 1/2" CW TO FILTER BY VENDOR 1/2" COPPER DRAIN LINE BY VENDOR VERIFY WITH VENDOR ACTUAL REQUIREMENTS P115 2 DRINK DISPENSER 1/4" CW TO DISPENSER DRAIN TLDIETROUGH IN COUNTER WITH SHUT OFF AND TESTABLE BACKFLOW BY PLUMBING CONTRACTOR _ P117 1 1 JUICE DISPENSER ICE TEA BREWER 1/4" CW TO DISPENSER 1/4" CW TO BREWER DRAIN TO DRIP TROUGH IN_ COUNTER DRAIN TO DRIP TROUGH IN COUNTER WITH_ SHUT OFF AND TESTABLE BACKFLOW BY PLUMBING CONTRACTOR WITH UT OF F _ _AND TESTABLE BACKFLOW BY PLUMBING CONTRACTOR WITH SHUT OFF AND TESTABLE BACKFLOW BY PLUMBING CONTRACTOR P118 P120 2 COFFEE BREWER 1/4" CW TO BREWER DRAIN TO DRIP TROUGH COUNTER P122 1 BEVERAGE COUNTER . IN DRIP TROUGH IN COUNTER: 1/2" NPT COPPER DRAIN LINE DRIP TROUGH IN COUNTER: 1/2" NPT COPPER DRAIN LINE DIN TO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR ^� ^- INQI ECT RA P123 1 DRIP TROUGH INDIRECT DRAIN TO FLOOR SINK PER PLAN BY PLUMBING CONTRACTOR P125 1 HOT CHOCOLATE DISPENSER 1/4" CW TO DISPENSER DRAIN TO DRIP TROUGH IN COUNTER WITH SHUT OFF ANDUESTABLE BACKFLOW BY PLUMBING CONTRACTOR P131 2 HAND SINKS SEE P -109 1 -1/2" WASTE DIRECT WASTE +24" AFT DIRECT WASTE PER PLUMBING PLANS: WASTE & SUPPLY BY PLUMBING CONTRACTOR -.... . SECURE DRAIN LINE TO WALL FIN. WALL J DRIP TROUGH - FIXTURE - ICE BIN OR SINK SHELF PLUMBER TO INSULATE DRAIN LINES FROM ICE BINS REMOVABLE SHELF FIN. FLOOR FLOOR SINK SINK FLOOR SINK INDIRECT DRAIN - SCHEMATIC DETAIL SCALE: NTS QUICK DISCONNECT TO BE CERTIFIED WITH N.S.F., & AGA DESIGN CERTIFICATION Z - 21 - 69B - 1990. QUICK DISCONNECT TO BE IN COMPLIANCE WITH UPC 1212.0 RESIDENTIAL STYLE FLEX CONNECTORS ARE NOT ACCEPTABLE. GAS FIRED EQUIPMENT ON CASTERS RESTRAINING DEVICE NOT TO EXCEED LENGTH OF Q.D. HOSE. RESTRAINING DEVICE BY K.E.C. MOUNTED WITH S/S BOLTS BY K.E.C. GAS QUICK DISCONNECT DETAIL TO COOKING EQIUP • SCALE: NTS -- I L_ TI 1 I I I I I DRAIN LINE \V I PITCH MIN. 1/4 /FT. N\\ L\NJ \\ \\ <tew -cur FEE & MASON ¢307 -1 CHROME PLATED SPLIT RING TURING HANGER OR EQUAL ORAN LEE RANEE SEE OELAR. rt N RANI IJNE FRONT VIEW EVAPORATOR \- \\ TUBING HANGER .- STORAGE 3/8' THREADED STUD WELDED TO 16 GA. STANDARD STEEL PLATE IR'EeEP10 I - �1 r EVAPORATOR NOM LEE HEATER 01 AO1O:5 MN3? COPPER ORADL NNE VAPOR SEAL SWIM CLEARANCE WREN WALL A ORA N LINE SIDE VIEW SECURE PLATE TO WALL WITH #3 STAINLESS STEEL ROUND HEAD SHEET METAL SCREWS INDIRECT DRAIN - FROM WALK IN DRAIN PAR THEE PPER NOON COPPER NIPPLE SCALE: NTS PLUMBING NOTES 1. THE PLUMBING CONTRACTOR SHALL PROVIDE BOTH ROUGH -IN AND FINAL CONNECTIONS TO ALL EQUIPMENT SHOWN HEREIN. SOLID DOT REPRESENTS ROUGH -IN LOCATION (FURNISHED BY PLUMBING CONTRACTOR) DOTTED UNE REPRESENTS FINAL CONNECTION. (FURNISHED BY PLUMBING CONTRACTOR) CIRCLE REPRESENTS CONNECTION ON (FURNISHED BY PLUMBING CONTRACTOR) EQUIPMENT. 3. PLUMBING CONTRACTOR TO KEEP ALL PLUMBING UNES CLEAR OF WALL BACKING AREAS.REFER TO WALL COORDINATION PLAN FOR MORE INFO. 4. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL SHIUT OFF VALVES & REGULATORS AS REQUIRED. 5. PLUMBING CONTRACTOR TO INSTALL GAS SOLENOID VALVE PROVIDED BY K.E.C. 6. PLUMBING CONTRACTOR TO PROVIDE COLD WATER AND DRAIN TO EVAPORATIVE COOLER AT ROOF 7. PLUMBING ROUGH -IN DRAWING IS FOR REFERENCE AND LOCATION ONLY, REFER TO SEALED PLUMBING ENGINEERING DRAWINGS FOR PLUMBING DESIGNS. EQUIPMENT AND FABRICATED ITEMS SPECIFIED ARE CERTIFIED TO MEET U.L., ETL, NSF, AGA, NFPA(EXHAUST HOOD & WALK -IN COOLER /FREEZER WALL INSULATION), FEDA AND HACAAP STANDARDS. E RICHARD A. MISKIEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304 -9333 FL (602) 304-1823 rmiskiel @hotmall "com / W � 2;2; m" CCNO ZO,s "'` M u ° o J _ b-1 � w og �gR w� a Z � Z E 'L SEAL: date signed: 03-14 -2008 KITCHEN EQUIPMENT REEERNC[ DRAWINGS SPECIAL CONDTIONS LAM. 11, 2009 NO_ REVISION /ISSUE DATE PROTECT NUMBER: DATE; _ 03- 142008 I DRAWN BY: I BBB SHEET TITLE KITCHEN EQUIPMENT REFERNCE DRAWINGS VENTILATION ROUGH -IN PLANS SHEET NUMBER: FS -5 CITY SUBMITTAL MECHANICAL PER UL LISTING MARKING GUIDE FOR COMMERCIAL COOKING EQUIPMENT: MECHANICAL ASPECTS OF COMMERCIAL COOKING EQUIPMENT ARE, FOR THE MOST PART, RELATED TO VENTILATIONS SYSTEMS (HOODS) ASSOCIATED WITH THE VARYING TYPES OF FOOD SERVICE EQUIPMENT, THOSE TYPES OF EQUIPMENT THAT COOK PRODUCTS BY WHICH GREASE (E.G. FRYER) IS PRODUCED MUST BE PROVIDED WITH HOODS THAT ARE DESIGNED TO CAPTURE AND HOLD GREASE. THOSE TYPES OF EQUIPMENT THAT PRODUCE STEAM OR HEAT INSTEAD OF GREASE (E.G. STEAM KETTLE) MUST BE PROVIDED WITH HOODS DESIGNED TO REMOVE THE STEAM OR HEAT. SECTION 507 OF THE IMC LISTS SPECIFIC REQUIREMENTS FOR COMMERCIAL COOKING EQUIPMENT HOODS. THESE REQUIREMENTS ARE DISCUSSED BELOW. 1. WHEN ANY COOKING APPLIANCE UNDER A SINGLE HOOD REQUIRES A TYPE I HOOD, THEN A TYPE I HOOD MUST BE INSTALLED. WHERE A TYPE II HOOD IS REQUIRED, EITHER A TYPE I OR TYPE II HOOD MUST BE INSTALLED. 2. HOODS THAT ARE DESIGNED TO CAPTURE AND HOLD GREASE ARE TERMED "TYPE I. HOODS, AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS GRIDDLES, FRYERS, BROILERS, OVENS, RANGES AND WOK RANGES. 3. HOODS THAT ARE DESIGNED TO REMOVE STEAM OR HEAT ARE TERMED "TYPE II" HOODS AND ARE DESIGNED FOR USE OVER EQUIPMENT SUCH AS STEAMERS, KETTLES AND PASTA COOKERS. (NOTE: UL DOES NOT CURRENTLY UST TYPE II HOODS). EVEN THOUGH HOODS LISTED TO UL 710 ARE EXEMPT FROM SOME IMC REQUIREMENTS (SECTIONS 507.4, 507.5 [TYPE II HOODS], 507.7, 507.11, 507.12, 507.13, 507.14, AND 507.15), THEY STILL MUST MEET THE REMAINDER OF THE CODE REQUIREMENTS. PER SECTION 507.6 OF THE IMC, TYPE I HOODS SHALL BE SECURED IN PLACE BY NONCOMBUSTIBLE SUPPORTS. ALL TYPE I AND TYPE II HOOD SUPPORTS SHALL BE ADEQUATE FOR THE APPLIED LOAD OF THE HOOD, THE UNSUPPORTED DUCTWORK, THE EFFLUENT LOADING, AND THE POSSIBLE WEIGHT OF PERSONNEL WORKING IN OR ON THE HOOD. IN ADDITION TO BEING A REQUIREMENT OF THE IFC AND OF STATE FOOD SERVICE REGULATIONS, CLEANING OF HOODS IS ALSO A REQUIREMENT OF THE IMC. THE HOOD MUST BE DESIGNED TO PROVIDE FOR THOROUGH CLEANING OF THE ENTIRE HOOD, INCLUDING GUTTERS AND FILTERS. GREASE GUTTERS SHALL DRAIN TO AN APPROVED COLLECTION RECEPTACLE THAT IS FABRICATED, DESIGNED AND INSTALLED TO ALLOW ACCESS FOR CLEANING. IN MANY INSTANCES, THIS COLLECTION RECEPTACLE IS REMOVABLE TO FACILITATE CLEANING. PROVED GREASE FILTERS (OR GREASE EXTRACTORS) MUST BE PROVIDED FOR ALL TYPE I ODS. THEY MUST BE SIZED TO ALLOW FOR THE REQUIRED AMOUNT OF AIR TO PASS THROUGH E FILTERS AT A RATE THAT DOES NOT EXCEED THE APPROVED RATE. FILTERS MUST BE INSTALLED IN FRAMES SO THAT THEY ARE EASILY REMOVED FOR CLEANING. GREASE FILTERS MUST BE INSTALLED AT AN ANGLE GREATER THAN FORTY —FIVE DEGREES (458) FROM HORIZONTAL AND HAVE A DRIP TRAY BENEATH THE LOWER EDGE OF THE FILTERS. SIMILAR EASE FILTER REQUIREMENTS EXIST FOR THE UNIFORM MECHANICAL CODE (UMC). TYPE I HOOD SHALL BE INSTALLED WITH A CLEARANCE TO COMBUSTIBLES OF NOT LESS THAN INCHES. EXCEPTION: CLEARANCE SHALL NOT BE REQUIRED FROM GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES PROVIDED THAT A SMOOTH, CLEANABLE, NONABSORBENT AND NONCOMBUSTIBLE MATERIAL IS INSTALLED BETWEEN THE HOOD AND THE GYPSUM WALLBOARD ER AN AREA EXTENDING NOT LESS THAN 18 INCHES IN ALL DIRECTIONS FROM THE HOOD. IF Y PORTION OF A TYPE I HOOD PENETRATES A CEILING, WALL OR FURRED SPACE, THEN THE PENETRATING PORTION OF THE HOOD MUST BE ENCLOSED FROM THE POINT OF PENETRATION TO E OUTLET TERMINAL. IF THE PENETRATION IS IN A WALL, THE BUILDING CODE MUST BE CONSULTED TO DETERMINE IF THE LOCATION OF THE PENETRATION IS AN ACCEPTABLE LOCATION. L GREASE DUCTS MUST BE ENCLOSED PER BUILDING CODE REQUIREMENTS, INCLUDING SEALING AROUND THE DUCT AT THE POINT OF PENETRATION AND VENTING TO THE OUTSIDE OF THE BUILDING THROUGH WEATHER — PROTECTED OPENINGS. CLEARANCE FROM THE DUCT TO THE INTERIOR SURFACE OF ENCLOSURES OF COMBUSTIBLE CONSTRUCTION SHALL BE NOT LESS THAN INCHES.IN SECTION 506.3.10 OF THE IMC, CLEARANCE FROM THE DUCT TO THE INTERIOR SURFACE OF ENCLOSURES OF NONCOMBUSTIBLE CONSTRUCTION OR GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES SHALL BE NOT LESS THAN 6 INCHES. THE DUCT CLOSURE SHALL SERVE A SINGLE GREASE EXHAUST DUCT SYSTEM AND SHALL NOT CONTAIN Y OTHER DUCTS, PIPING, WIRING OR SYSTEMS. EXCEPTIONS: 1. THE SHAFT ENCLOSURE PROVISIONS OF THIS SECTION SHALL NOT BE REQUIRED WHERE A CT PENETRATION IS PROTECTED WITH A THROUGH — PENETRATION FIRESTOP SYSTEM CLASSIFIED IN CORDANCE WITH ASTM E 814 AND HAVING AN "F' AND T RATING EQUAL TO THE FIRERESISTANCE TING OF THE ASSEMBLY BEING PENETRATED AND WHERE THE SURFACE OF THE DUCT IS CONTINUOUSLY COVERED ON ALL SIDES FROM THE POINT AT WHICH THE DUCT PENETRATES A (LING, LL, OR FLOOR TO THE OUTLET TERMINAL WITH A CLASSIFIED AND LABELED MATERIAL SYSTEM, THODOF CONSTRUCTION, OR PRODUCT SPECIFICALLY EVALUATED FOR SUCH PURPOSE, IN CORDANCE WITH A NATIONALLY RECOGNIZED STANDARD FOR SUCH ENCLOSURE MATERIALS (SUCH AS UL 2221, 'TEST OF FIRE RESISTIVE GREASE DUCT ENCLOSURE ASSEMBLIES "). EXPOSED CT WRAP SYSTEMS ALL BE PROTECTED WHERE SUBJECT TO PHYSICAL DAMAGE (E.G. GYPSUM BOARD, ETC.). 2. A DUCT ENCLOSURE SHALL NOT BE REQUIRED FOR A GREASE DUCT THAT PENETRATES ONLY NON — FIRERESISTANCE —RATED ROOF /CEILING ASSEMBLY. SECTION 508.4 OF THE IMC REQUIRES 4T FOR TYPE I HOODS, ANY DUCT ENCLOSURE THAT PENETRATES A CEILING, WALL OR FLOOR ST BE ENCLOSED FROM THE POINT OF PENETRATION. THE ENCLOSURES MUST BE AT LEAST E —HOUR FIRE RESISTIVE CONSTRUCTION. AS ONE WOULD EXPECT, A PERFORMANCE TEST TO VERIFY EXHAUST AIRFLOW AND MAKE —UP AIRFLOW MUST BE CONDUCTED UPON COMPLETION OF THE HOOD SYSTEM AND BEFORE FINAL APPROVAL OF THE INSTALLATION. IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO FURNISH THE NECESSARY TEST EQUIPMENT AND DEVICES REQUIRED TO PERFORM THE TESTS. THE PERMIT HOLDER IS ALSO RESPONSIBLE FOR VERIFICATION OF THE CAPTURE AND CONTAINMENT PERFORMANCE OF THE EXHAUST SYSTEM. THIS FIELD TEST SHALL BE CONDUCTED WITH ALL APPLIANCES UNDER THE HOOD AT OPERATING TEMPERATURES. VERIFICATION OF THIS TEST IS CONDUCTED VISUALLY BY OBSERVING SMOKE OR STEAM PRODUCED BY ACTUAL OR SIMULATED COOKING, SUCH AS WITH SMOKE CANDLES, SMOKE PUFFERS, ETC. THE INSTALLER SHOULD NOTIFY THE MECHANICAL CODE OFFICIAL AND THE FIRE CODE OFFICIAL TO WITNESS THE TEST. (NOTE: ALTHOUGH NOT PART OF THE CODE, HEALTH OFFICIALS IN CERTAIN JURISDICTIONS MAY ALSO WISH TO WITNESS THE PERFORMANCE TEST. THEREFORE, IT IS A GOOD IDEA TO NOTIFY THEM ALSO). DUCTLESS HOODS, (ALSO REFERRED TO AS RECIRCULATION SYSTEMS) ARE INTENDED FOR USE WITH ELECTRIC COMMERCIAL COOKING APPLIANCES. THEY VENT INTO THE ROOM RATHER THAN THROUGH A DUCT SYSTEM TO THE OUTSIDE, AND ARE BECOMING POPULAR BECAUSE THEY ARE EASIER AND MORE COST EFFECTIVE TO INSTALL. UL CERTIFIES DUCTLESS HOODS UNDER TWO PRODUCT CATEGORIES. THE FIRST CATEGORY COVERS COOKING APPLIANCES WITH INTEGRAL DUCTLESS HOODS, WHICH INCLUDES COMMERCIAL DEEP FAT FRYERS, GRIDDLES AND OTHER APPLIANCES THAT HAVE RECALCULATING (DUCTLESS) HOODS DIRECTLY ATTACHED AS PART OF THE EQUIPMENT. THESE SYSTEMS INCORPORATE AN AUTOMATIC FIRE EXTINGUISHING SYSTEM. THE SECOND CATEGORY COVERS SEPARATE DUCTLESS HOODS ARE INTENDED FOR INSTALLATION WITH SPECIFIC LISTED COMMERCIAL COOKING APPLIANCES, BUT ARE NOT ATTACHED AS PART OF THE APPLIANCE. THEY ALSO INCORPORATE AN AUTOMATIC FIRE EXTINGUISHING SYSTEM. IN GENERAL, UL EVALUATES DUCTLESS AND DUCTED HOODS IN SIMILAR WAYS. HOWEVER, FOR DUCTLESS HOODS, AN ADDITIONAL EMISSIONS TEST IS PERFORMED AND THE FIRE EXTINGUISHING SYSTEM IS EVALUATED AS AN INTEGRAL PART OF THE. HOOD. UL PERFORMS FIRE TESTS TO VERIFY PROPER FUNCTION OF THE FIRE EXTINGUISHING SYSTEM. AS WITH ALL HOODS, THE OPERATING INSTRUCTIONS MUST BE CAREFULLY REVIEWED FOR INFORMATION REGARDING PROPER MAINTENANCE OF THE FIRE EXTINGUISHING SYSTEM, AND THE BUILDING DESIGN MUST PROVIDE SUFFICIENT VENTILATION, HEATING AND COOLING CAPACITY FOR THE INTENDED OCCUPANCY. PERMANENTLY CONNECTED UNITS INTENDED FOR USE NEAR COMBUSTIBLE SURFACES ARE MARKED WITH MINIMUM CLEARANCES TO THESE SURFACES. CORD CONNECTED UNITS OR UNITS NOT INTENDED FOR USE NEAR COMBUSTIBLE SURFACES ARE MARKED AS FOLLOWS: 'INTENDED FOR USE IN NONCOMBUSTIBLE SURROUNDINGS ONLY °THE IMC ALLOWS RECIRCULATING HOODS, AND UL 7108 RESTRICTS THE INSTALLATION OF THESE HOODS TO ABOVE ELECTRICAL APPLIANCES ONLY. THE HOODS MUST BE LISTED AND LABELED TO UL 71013 AND MUST MEET THE PERFORMANCE TEST REQUIREMENTS AS DESCRIBED ABOVE. THERE ARE ALSO VERY IMPORTANT MAINTENANCE ISSUES THAT NEED TO BE FOLLOWED IN FOR PROPER OPERATION OF THESE HOODS. ALL COOKING APPLIANCES THAT ARE DESIGNED FOR PERMANENT INSTALLATION (SUCH AS RANGES, OVENS, STOVES, BROILERS, GRILLS, FRYERS, GRIDDLES AND BARBECUES) ARE REQUIRED TO BE LISTED, LABELED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OIL— BURNING STOVES SHALL BE TESTED IN ACCORDANCE WITH UL 896 ( "OIL -- BURNING STOVES"). SOLID FUEL —FIRED OVENS SHALL BE TESTED IN ACCORDANCE WITH UL 2162 ("OUTLINE OF INVESTIGATION FOR COMMERCIAL WOOD—FIRED BAKING OVENS — REFRACTORY TYPE'). GAS —FIRED COOKING APPLIANCES ARE TESTED IN ACCORDANCE WITH ANSI Z83.11 /CGA 1.8 ( "GAS FOOD SERVICE EQUIPMENT), AND ELECTRICAL COOKING APPLIANCES ARE TESTED IN ACCORDANCE WITH UL 197 ( "COMMERCIAL ELECTRIC COOKING APPLIANCES "). f 31 it 11 ill it Ill Ij 8 ;, DINING AREA 2 e . s a_rsr ENTRY LOBBY -.... _.. S.iti F 7` y i ! ( l 7 ..,...)....,..,/,.,....,._,... .. A r DINING AREA 1 WOMENS REST ROOM HALLWAY MECHANICAL 4th (", C."31 A SERVICE AREA . r.- ... -..., STAINLESS STEEL WALL FLASHING ON ENTIRE WALL ? OF C00KLINE SIDE OF WALL ta: . n pYPSUM WALLBOARD A TFA NONCOMBUSTIBLs9T riYALL STUDS PER I ARCHITECTURA *7„ 3fritli:4114,7 Aga DRY STORAGE DOUBLE GALLEY UL300 LISTED ANSUL SYSTEM GYPSUM WALLBOAf: ATTACHED TO NOtl oitygrf (:E-•ir1gTAL WALL STUD gg ARCH ITRC - TtI OFFICE 2 • : REEZE II . „ra rdif . •df ... L . d1 ...__ 9••S. 4 STAINL55 STEEL WALL FLASHING ON WALL BEHIND FRYER ..: ..2.j1 _..._ ..._,._. . f� M ... 5 ....... d . . ij t j • — 9 9 3 3�x gy m.....- - --- - -. - -- • t..... DRY STORAGE 111 4 IN I f s 1 107 r 1 1 1 i f I I :I s 1 • 's ARE A • ANSUL PULL ITCH +60” AFF TO OF SWITCH • 108 1 DELIVERY 109 PREP /ICE AREA � f , KITCHEN EQUIPMENT HOOD ROUGH IN FLOOR PLAN 1 . 1 ... -- •_ -._ .-. f -- SCALE: 1/4" = 1' a RICHARD A. MISKIEL, NCARB Architect 919 East Harwell Road Phoenix, AZ 85042 Ph. (602)304 -9333 FL (602) 304 -1823 rmiskiel@hotmail.com SEAL dale signed: 03-14 -2008 RP; December 11, 2009 NO. REVISION /ISSUE DATE PROJECT NUR DATE 03- 14-2008 I DRAWN BY: BBB SH T KITCHEN EQUIPMENT REfERNCE SPECIAL CONDTIONS LAYOUT TITLE DRAWINGS SHEET NUMBER: FS -6 CITY SUBMITTAL trE g ra Mrilt DINING AREA 2 ,� r ...........� t t 1 _ 1 ( .... ; ga 3 E ENTRY LOBBY f DINING AREA 1 VI an) 1 F S ff HALLWAY MECHANICAL 5 1 . DRY STORAGE ::: :::::: < .. ..... ....... _............................... • ,�.,. .... DISH -41 SERVICE I AREA 1 T05 1 SERVICE AREA ti jritie 60 4, (WB27 Tag 660 cea rCPTR }. OFFICE DOUBLE Cf GALLEY 4....E 0,11 if AREA 108 KEY LEGEND WB1 WALL BACKING 0 2'- 0 "A.F.F. TO 4'- 0 "A.F.F. (BY GENERAL CONTRACTOR) W02 WALL BACKING @ 5'- 0 "A.F.F. TO 9'- 0 "A.F.F. (BY GENERAL CONTRACTOR) WB3 WALL BACKING 0 3'- 6 "A.F.F. TO 9'- 0"A.F.F. (BY GENERAL CONTRACTOR) WB4 WALL BACKING @ 3'- 6 "A.F.F. TO 7'- 0 "A.F.F. (BY GENERAL CONTRACTOR) NCW NON COMBUSTIBLE CONSTRUCTION REQUIRED AT COOK LINE CP1 HEAT LAMP CONTROL PANEL BY ELECTRICAL CONTRACTOR PB1 ELECTRICAL PULL BOX FOR ICE MACHINE LINE SET. PTR P05 PRINTER MOUNTED ON INSULATED SHELF, ALL CONDUIT TO P05 SYSTEMS BY ELECTRICAL CONTRACTOR. SDL SODA LINE IN CONDUIT: CONDUIT BY ELECTRICAL AND GENERAL CONTRACTOR ABOVE CEILING, AND DOWN IN WALL: SODA LINE BY VENDOR. COOLE COOLER OUP FREEZER DELIVER.W KITCHEN EQUIPMENT SPECIAL CONDITIONS ROUGH IN FLOOR PLA I CA 3 r V l' r-I--E Z - o m= STOR€ Na _ -__ 3 . '6^ r I g Pa A Z +C = lii 1 : 1 s W a . . z P. Q .�. � N N o n E ° • a , a ° o t 8 `'' `'' ki c a ca R 5 A U R Q Iv E SOU THCENT ER SQUARE _ BUILDING "S" SUITE 1 04 17250 SOUTHCENTER PARKWAY SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON - I � C -_' o z a Z . ARONS � \•gi fikkawkalt THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE ANII ARE THE PROPERTY Of RATA GROUP ARCfIITf[iS, PILL ALL DESIGNS AND OTHER INFORMATION ON THE DRAWINGS ARE fOR TAE USE Of NE SPECIFIED PROJECT MD SNAIL NOT BE USED fOR ANY DRIER PROJECT WITHOUT WE EXPRESSED WRITTEN PERMISSION Of RNA GROUP ARttIIT€CiS, PLLC. WRITTEN DIMENSiONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CON1RACTORS SHALL VERIFY AND BE RESPONSIBLE FOR A LL DIMENSIONS AND (OMIT IONS DN THE ]OB AND RAM GROUP ARCHITECTS, PLLC SHALL BE NOTIFIED iN WRITING OF ANY DEVIATIONS FROM THE DIMENSIONS ANDCONDITIONSINDIC ATEDON SHOULDITAPPEARTHATANYWORKCOVEREDBYTHECONiRACTISNOTSUFFIC IENTLYDEiAILEDOREXPLAINED; ORIfCONFLICTINGINfORA1TION THECONTRAC TORSHALLNOTIfYRAMGROUPAR [HIIECfS,PLLCIN iTI G. RAM GROUP ARCIIITEc TS, PLL[ SHALLNOTBERESPONSIBLETORERRORSDROMISSIONS[ AUiEDBYTHECONTRACTOR' SFAILURETOPROPERLYNOTIFYRAMGROUPARCHIiECTS, PLLCPRIORTOWORKBEINGCOMMENC ED. SHOPDRAWINGSSHALLBESUBMITTEDTORAMGROUPARCHITECTS, PLICPRIORTOPROCEEDINGWITHANYWORK. kaiftaltIN MIACMIZ vitigatMe tOW III1 ► jiij II �,, • THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AN@ ARE THE PROPERTY Of RAM GROUP ARCHITECTS, P I L C . ALL DESIGNS AND OTHER INFDRMATION ON THE DRAWINGS ARE FOR THE USE Of THE SP[CIf EED PROJECI AND SfIALL NOT BE USED FOR ANY ORfER PROJECT WITHOUT THE -EXPRESSED WRITTEN PERMISSION Of RAM GROUP ARCHITECTS, PLLC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL fI F PRECEDENCE OVER SCAR DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND RAM GROUP ARCHITECTS, PLLC SHALL Bf NOTIFIED IN WRITING DF ANY DEVIATIONS FROM THE 01105I01g AND CONDITIONS INDICATED ON THE DRAWINGS. SHOULD IT APPEAR MAT ANY WORK COVERED BY THE CONTRACT IS NOT SUFFICIENTLY DETAILED OR EXPLAINED; OR If CONFLICTING INFORMATION EXISTS, THE CONTRACTOR SHALL NOTIFY RAM GROUP ARCHITECTS, PLLC IN WRITING. RAM GROUP ARCHITECTS, PILC SHALL NOT BE RESPONSIBLE fOR ERRORS OR OMISSIONS CAUSED BY THE CONTRACTOR'S MUM TO PROPERLY NOTIFY RAM GROUP ARCHITECTS, PLLC PRIOR TO WORK BEING COMMENCED. MOP DRAWINGS SHALL RESUBMITTED TO RAMGROUP ARCHITECTS, PLLC PRIOR TO PRE -EDING WITH ANY WORK mon ton 1 V • NIA STORE NO. LOCATION: SOUTHCENTER SQUARE BUILDING "S" - SUITE 104 17250 SOUTHC- ENTER PARKWAY ors SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON • 1 �1111� kaiftaltIN MIACMIZ vitigatMe tOW III1 ► jiij II �,, • THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AN@ ARE THE PROPERTY Of RAM GROUP ARCHITECTS, P I L C . ALL DESIGNS AND OTHER INFDRMATION ON THE DRAWINGS ARE FOR THE USE Of THE SP[CIf EED PROJECI AND SfIALL NOT BE USED FOR ANY ORfER PROJECT WITHOUT THE -EXPRESSED WRITTEN PERMISSION Of RAM GROUP ARCHITECTS, PLLC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL fI F PRECEDENCE OVER SCAR DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND RAM GROUP ARCHITECTS, PLLC SHALL Bf NOTIFIED IN WRITING DF ANY DEVIATIONS FROM THE 01105I01g AND CONDITIONS INDICATED ON THE DRAWINGS. SHOULD IT APPEAR MAT ANY WORK COVERED BY THE CONTRACT IS NOT SUFFICIENTLY DETAILED OR EXPLAINED; OR If CONFLICTING INFORMATION EXISTS, THE CONTRACTOR SHALL NOTIFY RAM GROUP ARCHITECTS, PLLC IN WRITING. RAM GROUP ARCHITECTS, PILC SHALL NOT BE RESPONSIBLE fOR ERRORS OR OMISSIONS CAUSED BY THE CONTRACTOR'S MUM TO PROPERLY NOTIFY RAM GROUP ARCHITECTS, PLLC PRIOR TO WORK BEING COMMENCED. MOP DRAWINGS SHALL RESUBMITTED TO RAMGROUP ARCHITECTS, PLLC PRIOR TO PRE -EDING WITH ANY WORK mon ton 1 V • NIA STORE NO. LOCATION: SOUTHCENTER SQUARE BUILDING "S" - SUITE 104 17250 SOUTHC- ENTER PARKWAY ors SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON • 1 HOOD NCI. MODEL AIR FLOW REQUIREMENTS C�C3o 0000 EXHAUST CFM TOTAL TAB PORT STATIC PRESSURE TOTAL HOOD STATIC PRESSURE GREASE EXTRACTOR SUPPLY CFM TOTAL TOTAL HOOD INCHES W.C. CJ TAB STATIC PRESSURE H❑❑D CONSTRUCTION HOOD WEIGHT (LBS) QTY SIZE TYPE L H 1 KVC 1735 .31" ,67" 4 20" 13" KSA 1200 ,25" .25' EXP 18GA S,S, 680 1 11' 13" 2 KVC 1350 .13" ,44" 5 20" 13 ' KSA 1100 ,20" 25' EXP 18GA S.S. 730 1 11' 13" 3 KVC 1735 ,31" .67" KSA 1200 25" .25" EXP 18GA S.S. 680 1 1 13" 4 CH 720 .30' ALL 18GA S.S. 180 5 KVL 530 .15" 36" 13° KSA 430 .20" .25' EXP 18GA 5.5. 300 0 11' GENERAL SPECIFICATI ❑NS 1- HOOD CONSTRUCTION AND DESIGN MEETS UNIFORM MECHANICAL AND IMC 2003. 2- HOOD IS NSF AND ETL LISTED ETL #3085193CLE -002 3- EXP SURFACES OF HOOD ARE CONSTRUCTED OF 18 GA STAINLESS S1'JL. SEAMS ARE CONTINUOUS WELDED LIQUID TIGHT. 4- ALL INSTALLATION WORK IS TO BE PERFORMED BY QUALIFIED PERSONS AND IN ACCORDANCE WITH STATE AND LOCAL BUILDING CODE REQUIREMENTS. 5- THE INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 96, REMOVAL OF SMOKE AND GREASE LADEN VAPORS FROM COMMERCIAL COOKING EQUIPMENT. 6- HOODS ARE PRE -PIPED FOR 1+ I f.6 SUPPRESSION. 7- ALL EXHAUST DUCTWORK AND TRANSITIONS ARE TO BE PROVIDED BY THE IIVAC CONTRACTOR. 6- THE CAPTURE JET FAN AND SPEED CONTROL ARE PROVIDED BY HALTON. FIELD WIRING IS REQUIRED. 9- CLEARANCE FROM HOOD AND DUCTS TO COMBUSTIBLE MATERIAL SHALL BE PER APPLICABLE BUILDING CODES. 10- FOR PROPER OPERATION OF THE HOOD SYSTEM, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HAVE THE HOOD BALANCED AND TESTED TO ENSURE THAT ThE EXHAUST AND SUPPLY REQUIREMENTS OF THE HOOD ARE MET. INSTALLATION REQUIREMENTS F❑ODSERVICE EQUIPMENT CONTRACTOR'S REQUIREMENTS 1- PROVIDE DRAWINGS TO APPROPRIATE TRADES REFERENCING UTILITY SERVICE AND COORDINATE FINAL CONNECTION. 2- DELIVER, ASSEMBLE AND INSTALL HALTON SYSTEM PER DRAWING. 3- FURNISH WIRING AND PLUMBING DIAGRAMS TO END USER. 4- THE F.S.E.0 MUST INFORM HALTON -.OF ANY CHANGES IN EQUIPMENT OR BUILDING STRUCTURE. FIELD MODIFICATIONS ARE THE RESPONSIBILITY OF THE F.S.E.C. ELECTRICAL CONTRACTOR'S REQUIREMENTS 1- PROVIDE 120V CIRCUIT FOR HOOD LIGHTS AND CJ FANS WIRED FROM SWITCH PANEL WHEN MULTIPLE HOODS ARE CONNECTED TOGETHER, COMPLETE FIELD WIRING BETWEEN HOODS. FLUORESCENT LIGHT FIXTURE 40 WATT MAX BULB= .7 AMP EA RECESSED INCANDESCENT LIGHT FIXTURE 150 WATT MAX BULB= 1.2 AMP EA GLOBE INCANDESCENT LIGHT FIXTURE 100 WATT MAX BULB= .7 AMP EA CAPTURE JET FAN- .5 AMP EA REMOTE MOUNTED' C1) REGULATED RELEASE C1) 2 TANK ENCLOSURE W /TWO 3 GALLON TANKS C1) DOUBLE TANK NITROGEN CARTRIDGE (73022) 'KVC' SECTION VIEW \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ A n AA \ ss ! ACCESS PN . 54.0" ezEME CUP d CEILING CLOSURE BY HALTON ,,, ,,/ - KEC TO VERWY HEW cd nil 24.0' 78.0' STD HEIGHT KEC TO VERIFY HANGER BRACKET DETAIL STRUCTURAL ENGINEER TO VERIFY LOCAL CODE REQUIREMENTS. HANGING REQUIREMENTS ARE THE RESPOSIBILITY OF INSTALLING CONTRACTOR, LOCAL CODES MUST BE FOLLOWED. I 1/2' ALL THREAD 'BY OTHERS' 1/2 NUT "../ ./ e- 'BY OTHERS' BRACKET BOLTED TO TOP OF HOOD, 1/2' NUT 'BY OTHERS' SWITCH PANEL HOOD INF❑RMATI ❑N TABLE \\ \ \ \ \` \ ■\\ I D • • a 1 ' f Apr i i i 97,0' i20V, 15 AMP 1W (1) V 33' d—D 1 ID ID O 0 LI Typical wiring of Capture -Jet fan W/HALTON SUPPLIED SWITCH PANEL SWITCH PANEL HOOD LIGHTS \ / \ / BY HALTON — — — — — BY ELECTRICIAN TO NEXT HOOD tfelbon 1W (1) v 260 260 260 245 245 260 (2) (2) (2) (2) (2) (2) ALL APPLIANCE NOZZLES WITH SWIVEL rAPLE rAPLE 2 1) ANSUL R -102 FIRE SYSTEM 2) THREE TANK SYSTEM (9 GALLON) 3) 3/8' BLACK IRON PIPING V/3/8' S.S. APPLIANCE DROPS 4) MECHANICAL GAS VALVE = (ADVISE) ID N (1) J. sr 3 T aur 3 V 260 (2) 1W (1) 97.0' Gt;It7rJLE 3 ¢l, DI 1 ! 260 (2) FINISH F ' BACK DIMS 3,0' ITEM #5 • IN (1) V 230 230 (2) 8.0' 1W (1) reVR V (2) 60.0' I ITEM #4 10.0' uauuuuuuua "KVL' SECTION VIEW CAPTURE-JET FAN 10,0. 22.0" IRING FLIELD 'By a r MEW 100' 9.0' 24.0' • .•. . p.• . . 42.0' THIS DRAWING IS NOT TO BE SCALED THIS DRAWING MUST HE CHECKED, SIGNED AND RETURNED TO THE APPROPRIATE FACTORY VERIFYING THE FOLLOWING: 1. ALL DIMENSIONAL INFORMATION, MOUNTING POSITIONS AND CLEARANCES. 2. THE LOCATION AND TYPE OF COOKING EQUIPMENT. NOTE TO APPROVER: ANY CHANGES IN COOKING EQUIPMENT SUCH AS INCREASED ENERGY INPUTS OR EQUIPMENT POSITION MAY AFFECT EXHAUST AIRFLOW. HALTON MUST BE NO1 '.tLD IF ANY OF THESE CHANGES OCCUR, A RECALCULATION EXHAUST AIRFLOW MAY BE REQUIRED. ❑ REVISE AND RESUBMIT APPROVED FOR FABRICATION D WITH NO CHANGES O WITH CHANGES AS NOTED APPROVED BY DATE 0 0 0 71 r>a X C O Cl cz can C=7 Cn I ro z C) DRAWING No.: 14994 H -1 I'. MOP SOUTH CENTER SQUARE DRAWINGS TO APPROPRIATE FACTORY BELOW: CARE FOR INDOOR AIR MAIL APPROVED DESCRIPTION DATE: 03/208 C�C3o 0000 1 0 ° HI 1 (r 6- PINNER g _ _ _0 \ �1, to ...... SPEED CENTRO_ PRE -W1RE GENERAL SPECIFICATI ❑NS 1- HOOD CONSTRUCTION AND DESIGN MEETS UNIFORM MECHANICAL AND IMC 2003. 2- HOOD IS NSF AND ETL LISTED ETL #3085193CLE -002 3- EXP SURFACES OF HOOD ARE CONSTRUCTED OF 18 GA STAINLESS S1'JL. SEAMS ARE CONTINUOUS WELDED LIQUID TIGHT. 4- ALL INSTALLATION WORK IS TO BE PERFORMED BY QUALIFIED PERSONS AND IN ACCORDANCE WITH STATE AND LOCAL BUILDING CODE REQUIREMENTS. 5- THE INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 96, REMOVAL OF SMOKE AND GREASE LADEN VAPORS FROM COMMERCIAL COOKING EQUIPMENT. 6- HOODS ARE PRE -PIPED FOR 1+ I f.6 SUPPRESSION. 7- ALL EXHAUST DUCTWORK AND TRANSITIONS ARE TO BE PROVIDED BY THE IIVAC CONTRACTOR. 6- THE CAPTURE JET FAN AND SPEED CONTROL ARE PROVIDED BY HALTON. FIELD WIRING IS REQUIRED. 9- CLEARANCE FROM HOOD AND DUCTS TO COMBUSTIBLE MATERIAL SHALL BE PER APPLICABLE BUILDING CODES. 10- FOR PROPER OPERATION OF THE HOOD SYSTEM, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HAVE THE HOOD BALANCED AND TESTED TO ENSURE THAT ThE EXHAUST AND SUPPLY REQUIREMENTS OF THE HOOD ARE MET. INSTALLATION REQUIREMENTS F❑ODSERVICE EQUIPMENT CONTRACTOR'S REQUIREMENTS 1- PROVIDE DRAWINGS TO APPROPRIATE TRADES REFERENCING UTILITY SERVICE AND COORDINATE FINAL CONNECTION. 2- DELIVER, ASSEMBLE AND INSTALL HALTON SYSTEM PER DRAWING. 3- FURNISH WIRING AND PLUMBING DIAGRAMS TO END USER. 4- THE F.S.E.0 MUST INFORM HALTON -.OF ANY CHANGES IN EQUIPMENT OR BUILDING STRUCTURE. FIELD MODIFICATIONS ARE THE RESPONSIBILITY OF THE F.S.E.C. ELECTRICAL CONTRACTOR'S REQUIREMENTS 1- PROVIDE 120V CIRCUIT FOR HOOD LIGHTS AND CJ FANS WIRED FROM SWITCH PANEL WHEN MULTIPLE HOODS ARE CONNECTED TOGETHER, COMPLETE FIELD WIRING BETWEEN HOODS. FLUORESCENT LIGHT FIXTURE 40 WATT MAX BULB= .7 AMP EA RECESSED INCANDESCENT LIGHT FIXTURE 150 WATT MAX BULB= 1.2 AMP EA GLOBE INCANDESCENT LIGHT FIXTURE 100 WATT MAX BULB= .7 AMP EA CAPTURE JET FAN- .5 AMP EA REMOTE MOUNTED' C1) REGULATED RELEASE C1) 2 TANK ENCLOSURE W /TWO 3 GALLON TANKS C1) DOUBLE TANK NITROGEN CARTRIDGE (73022) 'KVC' SECTION VIEW \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ A n AA \ ss ! ACCESS PN . 54.0" ezEME CUP d CEILING CLOSURE BY HALTON ,,, ,,/ - KEC TO VERWY HEW cd nil 24.0' 78.0' STD HEIGHT KEC TO VERIFY HANGER BRACKET DETAIL STRUCTURAL ENGINEER TO VERIFY LOCAL CODE REQUIREMENTS. HANGING REQUIREMENTS ARE THE RESPOSIBILITY OF INSTALLING CONTRACTOR, LOCAL CODES MUST BE FOLLOWED. I 1/2' ALL THREAD 'BY OTHERS' 1/2 NUT "../ ./ e- 'BY OTHERS' BRACKET BOLTED TO TOP OF HOOD, 1/2' NUT 'BY OTHERS' SWITCH PANEL HOOD INF❑RMATI ❑N TABLE \\ \ \ \ \` \ ■\\ I D • • a 1 ' f Apr i i i 97,0' i20V, 15 AMP 1W (1) V 33' d—D 1 ID ID O 0 LI Typical wiring of Capture -Jet fan W/HALTON SUPPLIED SWITCH PANEL SWITCH PANEL HOOD LIGHTS \ / \ / BY HALTON — — — — — BY ELECTRICIAN TO NEXT HOOD tfelbon 1W (1) v 260 260 260 245 245 260 (2) (2) (2) (2) (2) (2) ALL APPLIANCE NOZZLES WITH SWIVEL rAPLE rAPLE 2 1) ANSUL R -102 FIRE SYSTEM 2) THREE TANK SYSTEM (9 GALLON) 3) 3/8' BLACK IRON PIPING V/3/8' S.S. APPLIANCE DROPS 4) MECHANICAL GAS VALVE = (ADVISE) ID N (1) J. sr 3 T aur 3 V 260 (2) 1W (1) 97.0' Gt;It7rJLE 3 ¢l, DI 1 ! 260 (2) FINISH F ' BACK DIMS 3,0' ITEM #5 • IN (1) V 230 230 (2) 8.0' 1W (1) reVR V (2) 60.0' I ITEM #4 10.0' uauuuuuuua "KVL' SECTION VIEW CAPTURE-JET FAN 10,0. 22.0" IRING FLIELD 'By a r MEW 100' 9.0' 24.0' • .•. . p.• . . 42.0' THIS DRAWING IS NOT TO BE SCALED THIS DRAWING MUST HE CHECKED, SIGNED AND RETURNED TO THE APPROPRIATE FACTORY VERIFYING THE FOLLOWING: 1. ALL DIMENSIONAL INFORMATION, MOUNTING POSITIONS AND CLEARANCES. 2. THE LOCATION AND TYPE OF COOKING EQUIPMENT. NOTE TO APPROVER: ANY CHANGES IN COOKING EQUIPMENT SUCH AS INCREASED ENERGY INPUTS OR EQUIPMENT POSITION MAY AFFECT EXHAUST AIRFLOW. HALTON MUST BE NO1 '.tLD IF ANY OF THESE CHANGES OCCUR, A RECALCULATION EXHAUST AIRFLOW MAY BE REQUIRED. ❑ REVISE AND RESUBMIT APPROVED FOR FABRICATION D WITH NO CHANGES O WITH CHANGES AS NOTED APPROVED BY DATE 0 0 0 71 r>a X C O Cl cz can C=7 Cn I ro z C) DRAWING No.: 14994 H -1 I'. MOP SOUTH CENTER SQUARE DRAWINGS TO APPROPRIATE FACTORY BELOW: CARE FOR INDOOR AIR MAIL APPROVED DESCRIPTION DATE: 03/208 C�C3o 0000 1 0 ° HI 1 (r 6- PINNER g GENERAL SPECIFICATI ❑NS 1- HOOD CONSTRUCTION AND DESIGN MEETS UNIFORM MECHANICAL AND IMC 2003. 2- HOOD IS NSF AND ETL LISTED ETL #3085193CLE -002 3- EXP SURFACES OF HOOD ARE CONSTRUCTED OF 18 GA STAINLESS S1'JL. SEAMS ARE CONTINUOUS WELDED LIQUID TIGHT. 4- ALL INSTALLATION WORK IS TO BE PERFORMED BY QUALIFIED PERSONS AND IN ACCORDANCE WITH STATE AND LOCAL BUILDING CODE REQUIREMENTS. 5- THE INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 96, REMOVAL OF SMOKE AND GREASE LADEN VAPORS FROM COMMERCIAL COOKING EQUIPMENT. 6- HOODS ARE PRE -PIPED FOR 1+ I f.6 SUPPRESSION. 7- ALL EXHAUST DUCTWORK AND TRANSITIONS ARE TO BE PROVIDED BY THE IIVAC CONTRACTOR. 6- THE CAPTURE JET FAN AND SPEED CONTROL ARE PROVIDED BY HALTON. FIELD WIRING IS REQUIRED. 9- CLEARANCE FROM HOOD AND DUCTS TO COMBUSTIBLE MATERIAL SHALL BE PER APPLICABLE BUILDING CODES. 10- FOR PROPER OPERATION OF THE HOOD SYSTEM, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HAVE THE HOOD BALANCED AND TESTED TO ENSURE THAT ThE EXHAUST AND SUPPLY REQUIREMENTS OF THE HOOD ARE MET. INSTALLATION REQUIREMENTS F❑ODSERVICE EQUIPMENT CONTRACTOR'S REQUIREMENTS 1- PROVIDE DRAWINGS TO APPROPRIATE TRADES REFERENCING UTILITY SERVICE AND COORDINATE FINAL CONNECTION. 2- DELIVER, ASSEMBLE AND INSTALL HALTON SYSTEM PER DRAWING. 3- FURNISH WIRING AND PLUMBING DIAGRAMS TO END USER. 4- THE F.S.E.0 MUST INFORM HALTON -.OF ANY CHANGES IN EQUIPMENT OR BUILDING STRUCTURE. FIELD MODIFICATIONS ARE THE RESPONSIBILITY OF THE F.S.E.C. ELECTRICAL CONTRACTOR'S REQUIREMENTS 1- PROVIDE 120V CIRCUIT FOR HOOD LIGHTS AND CJ FANS WIRED FROM SWITCH PANEL WHEN MULTIPLE HOODS ARE CONNECTED TOGETHER, COMPLETE FIELD WIRING BETWEEN HOODS. FLUORESCENT LIGHT FIXTURE 40 WATT MAX BULB= .7 AMP EA RECESSED INCANDESCENT LIGHT FIXTURE 150 WATT MAX BULB= 1.2 AMP EA GLOBE INCANDESCENT LIGHT FIXTURE 100 WATT MAX BULB= .7 AMP EA CAPTURE JET FAN- .5 AMP EA REMOTE MOUNTED' C1) REGULATED RELEASE C1) 2 TANK ENCLOSURE W /TWO 3 GALLON TANKS C1) DOUBLE TANK NITROGEN CARTRIDGE (73022) 'KVC' SECTION VIEW \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ A n AA \ ss ! ACCESS PN . 54.0" ezEME CUP d CEILING CLOSURE BY HALTON ,,, ,,/ - KEC TO VERWY HEW cd nil 24.0' 78.0' STD HEIGHT KEC TO VERIFY HANGER BRACKET DETAIL STRUCTURAL ENGINEER TO VERIFY LOCAL CODE REQUIREMENTS. HANGING REQUIREMENTS ARE THE RESPOSIBILITY OF INSTALLING CONTRACTOR, LOCAL CODES MUST BE FOLLOWED. I 1/2' ALL THREAD 'BY OTHERS' 1/2 NUT "../ ./ e- 'BY OTHERS' BRACKET BOLTED TO TOP OF HOOD, 1/2' NUT 'BY OTHERS' SWITCH PANEL HOOD INF❑RMATI ❑N TABLE \\ \ \ \ \` \ ■\\ I D • • a 1 ' f Apr i i i 97,0' i20V, 15 AMP 1W (1) V 33' d—D 1 ID ID O 0 LI Typical wiring of Capture -Jet fan W/HALTON SUPPLIED SWITCH PANEL SWITCH PANEL HOOD LIGHTS \ / \ / BY HALTON — — — — — BY ELECTRICIAN TO NEXT HOOD tfelbon 1W (1) v 260 260 260 245 245 260 (2) (2) (2) (2) (2) (2) ALL APPLIANCE NOZZLES WITH SWIVEL rAPLE rAPLE 2 1) ANSUL R -102 FIRE SYSTEM 2) THREE TANK SYSTEM (9 GALLON) 3) 3/8' BLACK IRON PIPING V/3/8' S.S. APPLIANCE DROPS 4) MECHANICAL GAS VALVE = (ADVISE) ID N (1) J. sr 3 T aur 3 V 260 (2) 1W (1) 97.0' Gt;It7rJLE 3 ¢l, DI 1 ! 260 (2) FINISH F ' BACK DIMS 3,0' ITEM #5 • IN (1) V 230 230 (2) 8.0' 1W (1) reVR V (2) 60.0' I ITEM #4 10.0' uauuuuuuua "KVL' SECTION VIEW CAPTURE-JET FAN 10,0. 22.0" IRING FLIELD 'By a r MEW 100' 9.0' 24.0' • .•. . p.• . . 42.0' THIS DRAWING IS NOT TO BE SCALED THIS DRAWING MUST HE CHECKED, SIGNED AND RETURNED TO THE APPROPRIATE FACTORY VERIFYING THE FOLLOWING: 1. ALL DIMENSIONAL INFORMATION, MOUNTING POSITIONS AND CLEARANCES. 2. THE LOCATION AND TYPE OF COOKING EQUIPMENT. NOTE TO APPROVER: ANY CHANGES IN COOKING EQUIPMENT SUCH AS INCREASED ENERGY INPUTS OR EQUIPMENT POSITION MAY AFFECT EXHAUST AIRFLOW. HALTON MUST BE NO1 '.tLD IF ANY OF THESE CHANGES OCCUR, A RECALCULATION EXHAUST AIRFLOW MAY BE REQUIRED. ❑ REVISE AND RESUBMIT APPROVED FOR FABRICATION D WITH NO CHANGES O WITH CHANGES AS NOTED APPROVED BY DATE 0 0 0 71 r>a X C O Cl cz can C=7 Cn I ro z C) DRAWING No.: 14994 H -1 I'. MOP SOUTH CENTER SQUARE DRAWINGS TO APPROPRIATE FACTORY BELOW: CARE FOR INDOOR AIR MAIL APPROVED DESCRIPTION DATE: 03/208