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Permit D07-122 - PANERA BREAD BAKERY - TENANT IMPROVEMENT
PANERA BREAD BAKERY 17250 SOUTHCENTER PY SUITE 152 D07 -122 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: hitp: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 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.: D07 -122 Occupant/Tenant: PANERA BREAD BAKERY Building Address: 17250 SOUTHCENTER PY, SUITE 152 Parcel No.: 2623049117 Property Owner: WIG PROPERTIES LLC-SS 4811 134 PL SE , BELLEVUE WA 98006 Use: RESTAURANT Occupancy Group/Division: A2 Type of. Construction: VB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 150 BUILDING FFICIAL DATE 09 -25 -D7 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 2623049117 Address: 17250 SOUTHCENTER PY TUKW Suite No: Cityf 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 Tenant: Name: PANERA BREAD BAKERY Address: 17250 SOUTHCENTER PY, SUITE 152 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134 PL SE , BELLEVUE WA 98006 Phone: DEVELOPMENT PERMIT Contact Person: Name: TOM SPADER Address: 10230 NE POINTS DR STE 300 , KIRKLAND WA 98033 Phone: 425 827 -2100 Contractor: Name: WESTERN\ CONSTRUCTION SERVS INC Address: 4612 NE NIINNEHAHA , VANCOVER WA 98661 Phone: 360- 699 -5317 Contractor License No: WESTECS162R8 Permit Number: D07 - 122 Issue Date: 06/25/2007 Permit Expires On: 12/22/2007 Expiration Date: 09/16/2007 DESCRIPTION OF WORK: 4320 SF TENANT IMPROVEMENT FOR NEW BAKERY/CAFE INCLUDING RESTROOMS, KITCHEN, BAKERY SERVICE AND SEATING FOR 97. Value of Construction: $120,000.00 Fees Collected: $2,266.29 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0004 doc: IBC -10/06 * *continued on next page ** D07 -122 Printed: 06-25 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City a,...Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: doc: IBC-10 /06 N Permit Number: D07 -122 Issue Date: 06/25/2007 Permit Expires On: 12/22/2007 Date: (12 c S I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or performance of work uthorized to sign and obtain this development permit. � Date: Ge 0-1 Print Name: t G✓ eir 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. D07 -122 Printed: 06-25 -2007 Parcel No.: 2623049117 Address: Suite No: Tenant: 1: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 PANERA BREAD BAKERY PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -122 ISSUED 04/03/2007 06/25/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 4: 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 nun) 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) 5: 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) 6: 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) 7: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 8: 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) 9: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 100 or more and any occupancy of a Group H -1, H -2, H-3 or H -5 shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 10: 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) 11: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 12: 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 D07 -122 Printed: 06-25 -2007 doc: Cond -10/06 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 travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 13: 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 mm) 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 "EMT" 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) 14: 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) 15: 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) 16: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 17: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 18: U.L. central station supervision is required. (City Ordinance #2050) 19: 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) 20: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 21: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 22: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 23: Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13- 7.6.1.3.2, NFPA 25.5.2.5) 24: 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) 25: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) D07 -122 Printed: 06-25 -2007 doc: Cond -10/06 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 26: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 27: Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 6.2.8) 28: 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) 29: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 30: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 31: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 32: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 34: 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) 35: 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) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 37: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 38: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 39: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 40: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 41: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth D07 -122 Printed: 06-25 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us in Table No. 803.5 of the International Building Code. 44: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 45: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 46: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 49: ** *BUILDING DEPARTMENT CONDITIONS * ** 50: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 51: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 52: 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. 53: The special inspections and verifications for concrete construction shall be required. 54: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 55: 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. 56: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 57: 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. 58: All food preparation establishments must have Seattle/King County Department of Public Health sign-off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 59: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any doc: Cond -10/06 D07 -122 Printed: 06-25 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us requirements for special inspection. 60: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 61: 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. 62: 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. 63: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 64: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 65: 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. doc: Cond -10/06 * *continued on next page ** D07 -122 Printed: 06-25 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Cond -10/06 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 Print Name: g a z kA. K 5 7 . Date: 4 1 Z� o7 007 -122 Printed: 06-25 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulavila.wa.us SITE LOCATION Site Address: 117.E S zNTf MP /4M Tenant Name: TiNgEgftr Q7l•E Property Owners Name: W1C9 TTOPE I1£S 1 1.LC. / MO1J V\1161 Mailing Address: 4811 W1 PL SE K1LEVVE City CONTACT PERSON - who do we contact when your permit is ready to be issued E -Mail Address: JC.1 t2.4 FRoPcitok. C.O{M Company Name: T g • • Mailing Address: 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 ** Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: S?Pr e. E -Mail Address: ISPPMEIL@ Ft}OA ?C.1'‘ . Cott, Company Name: F►tP2OSSEIN ENC711NEePNf9, Mailing Address: 181 -1 iv-Vm /N NE Contact Person: MEXi- NDE12. Nso'SElN Q: Applications'Fonns- Applications On Line 3 -2006 - Permit Applicationdoc Revised: 9 -2006 bh Building Permit No. '[ ('22- Mechanical Permit No. Plumbing/Gas Permit No. P61 1 Public Works Permit No. 2 Project No. FO I- 05 (For office use only) King Co Assessor's Tax No.: 2 092 3014 q 111 Suite Number: 220 Floor: New Tenant: gi Yes ❑ ..No nv>G! State `E 1100 Name: 06141141W5V.. SC}'kJLZ. f nal -1E1T s 1'1O A-PntliTECISDay Telephone: Mailing Address: {fALW NE 1 'DAL• STE 300 1~1RLlisrhlp W1 18033 City State Zip Fax Number: '25' 878 - CO anck GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: FEEItte1T I %10 1:19r t 1 TECAr.) ING. '1).s . Mailing Address: t 2! O NE POtt m Da.. STE SOO KJRXLPNI> Wpt cleyob 3 City Day Telephone: -821-2100 Fax Number: 4 125-828- (St State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record '3E1A,EVVE WPr City State Zip Day Telephone: 42b- °1 11 E -Mail Address: Fax Number: 425- 4q2 - 1451 Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ ,1006 Existing Building Valuation: $ Scope of Work (please provide detailed information): TtNP t . T IM'PROVE MEKT F O I L P 1 4 1 N ? A t e - cJwE INCLUP►Net R ' T R - O O H S , r_yrctiet4 S R V . E 12.4 ' 1 2 . . 1 1 AND sr�T Fong-. a, . Will there be new rack storage? ❑ Yes n ,.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: XI Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2 " x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications`Fomrs- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor 4320 SP. `320 S.F. V AZ 2 Floor 3' Floor Floors dint Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ ,1006 Existing Building Valuation: $ Scope of Work (please provide detailed information): TtNP t . T IM'PROVE MEKT F O I L P 1 4 1 N ? A t e - cJwE INCLUP►Net R ' T R - O O H S , r_yrctiet4 S R V . E 12.4 ' 1 2 . . 1 1 AND sr�T Fong-. a, . Will there be new rack storage? ❑ Yes n ,.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: XI Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2 " x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications`Fomrs- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace> 100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct /4 Thermostat � �T 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct 2 •! Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM � �C Incinerator — Comm/1nd MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: - T. '.'P • Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ 00 %00 O Scope of Work (please provide detailed information): WEY' iZ, ^ CPtI E %NM PTC-ti C1 $612N C. tatfk ttST c otA P* SF.f1Tn4c -it Ai - Use: Residential: New .... ❑ Commercial: New ....V] Q:\Applications\Fonns- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Replacement .... ❑ Replacement .... ❑ City State Zip Day Telephone: Fax Number: Expiration Date: Fuel Type: Electric ❑ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial • Receptor, indirect waste Clothes washer, domestic Floor drain n Sinks 15 Dental unit, cuspidor Shower, single head trap Urinals i Dishwasher, domestic, with independent drain ' Lavatory Z Water Closet 2 Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent ' Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: - 1 ". • V2. • Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ e0 Valuation of Gas Piping work (contractor's bid price): $ 5.0 Scope of Work (please provide detailed information): Neri ti K-£YLi - CAFE WI OOM , ' rEe-1 3 ESMssso se ic. • AP seperpau fteEA. Building Use (per Int'l Building Code): IZES11 Occupancy (per Int'l Building Code): Utility Purveyor: Water: "V i f 11 p ysirR'E_ Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Sewer: - 1 - 1)r-3N I LXA SeV4 Q:\Applications Forms- Applications On Line1-2006 - Permit Applicationdoc Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AG NT: Signature: Print Name: JENNIFER SC rh)LZ. Mailing Address: U779,0 b11-M per• S'C€ Date Application Accepted: a{6o3 Q:\Applications'Fonns- Applications On tane'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: _ "' 3•0 Day Telephone: 'rib- BZ"1 i%OO KaTZl- 'ND cie0O??5 City State Zip Date Application Expires: 0 IA Staff Initials: l( Page 6 of 6 Receipt No.: R07 - 01215 Payee: WASHINGTON MUTUAL TRANSACTION LIST: Type Method Description 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.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049117 Permit Number: D07 -122 Address: 17250 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 04/03/2007 Applicant: PANERA BREAD BAKERY Issue Date: Initials: WER Payment Date: 06/25/2007 10:33 AM User ID: 1655 Balance: $0.00 Payment Check 18561292 1,375.28 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Amount Account Code Current Pmts Payment Amount: $1,375.28 1,370.78 4.50 Total: $1,375.28 9699 06/25 9716 TOTAL 1375.28 doc: Receiot -06 Printed: 06-25 -2007 SET TRANSACTIONS: Set Member Amount --- _ -_ - -- D07 -122 ------------------ EL07 -006 873.01 2 .60 M07 -065 PG07 -083 193.60 TOTAL: 97 1 ,457.41 TRANSACTION LIST: Type Method Description City of Tukwila epartmeizt o ommuntty I ey o 6300 Southcenter Boulevard, ment Tukwila, Washington Suite #100 Phone: 206-431-3670 981 Fax: 206-431 -3665 Web site: httn ✓/www tukwila wa.us RECEIPT NO: R07 -00493 Initials; JEM User ID: 1165 Payee: FREIHEIT AND HO ARCHITECTS INC., PS SET ID: S000000718 SET RECEIPT SET NAME: Trnp Setialized Activities Payment - -- Check - -- -------------------- - - - - -- Amount 18281 - - - - - -- _mo ACCOUNT ITEM LIST; Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES TOTAL: 1,457.41 1,457.41 Account Code Current Pmts 000 . 345 .832.00.0 000/345.830 2.10 TOTAL: 1.18844.11 1,457.41 Payment Date: 04/03/2007 Total PayMent. 1,457.41 Project. / H Pf/t� I Type of Inspection: , /700 r ;sAcr / P ul / \ ve r Address: , /7X17 su /lles+ Y Called: Special Instructions: Date Wanted: I--0 p.m. Requester: Phone No: 2-ob - ,zo-- 9� 96) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36170 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: A n, S58.0'1REINSPECTION F REQUIRED. Prior to inspection, fee mu be lvd., Suite 100. Call the schedule reinspection. 'Inspect INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. paid at 6300 Southcente 007- -12-2 'Receipt No.: 'Date: COMMENTS: / /phi /f Yv_, K/r /f1./ //x 17 - , /i/),A 1!C 6i r 171/ / -. K /lj; - Date Called: ( /?'`'jell/ b 6 I � / / S 4 c/t u-•,UTA Date Wanted: / L/_ G da2r d A s1 �' l /( »r» I/ �>-e'' flu ?r / cj Requester: / /r-7 e - j /r 01 P A ,- / /y,, //r ✓ >/, :i Phone No: ,i)oa✓ 7DA00 /4 D /�1J /))(// /ni � /c7,5( % /4/ r 5 -S; ri / /Y "// / ✓'r(Ci,,,t i 9 /eiiyd 4 r/y 1 )1/ A t A'',/ 2J i 1 21-'47/ 4 .1 '' ' N`7 ; /1,,,7 / j. /1/A / �GC/ 41 41 % C , 5I, 9 /// (4b/ /t‘4 )1 5 0 , / /tfri5I .' 6 (iBnr / /fl. V INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 6 0 ❑ Approved per applicable codes. ID Corrections required prior to approval. Ins p c .00 REINSPECTION FEE REQytRED. Prior to inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. ceipt No.: INSPECTION RECORD Retain a copy with permit PErr NO. r: 1Dat es, 'Date: / Type of Ins tctioa: Address: / 72 5 j) S(D/ //i it/ %' Date Called: Special Instructions: / Date Wanted: / L/_ G a.m. �-' Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 6 0 ❑ Approved per applicable codes. ID Corrections required prior to approval. Ins p c .00 REINSPECTION FEE REQytRED. Prior to inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. ceipt No.: INSPECTION RECORD Retain a copy with permit PErr NO. r: 1Dat es, 'Date: Projec r y--1/94/411 1 6//41 Type of Inspection: /2 50 ,') A)(• , �/ % �r 4 Address: Date Called: ' / Special Instructions: Date Wanted: — /9—j) a.m. Requester: Phone No: /D0 7 -/Z 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 COMMENTS: ( - P Date: 0 REINSPECTION FEE REQUIIjED. Pr to inspection, fee must be at 6300 Southcenter Blvd., Sul a 100. Call the schedule reinspection. J Rec f t No.: 'Date: Approved per applicable codes. Corrections required prior to approval. 0 INSPECTION RECORD Retain a copy with permit Project:\ / p4 it/ -r;3 /._) /f' /c- Type of Inspection: /=,1: /i /,, S/ / Address: Date Called: Special Instructions: Date Wanted: / t/_ C7 a.m. P" Requester: Phone No: fi INSPECTION RECORD -7 Retain a copy with permit l�d / /Z P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspector: REINSPECTION FEE RQUIRED. prior to inspection, fee must be id at 6300 Southcenter Blv ., Suite 10 Call the schedule reinspection. Date: ceipt No.: (Date: / v Proje j � � . _ Type of Inspection: i Ale A. dress: Date Called: Special Instructions: Date Wanted: r j_ '3 7 a.m. p.m Requester: Phone No: INSPEc NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION:RECORD Retain a copy with permit (206)431 -3670 R Corrections required prior to approval. COMMENTS: /1; zict- d 7/f_ J $58.O0.REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Projecs I A-) / / 14 6 ' 1 4 6 ( TVpe of Inspeftion: 2_/$ f ) - 1 / 6 1 cd \-J ( - 6''', t , A Address: / 7 Z 5 o .5,o /le pNii,--,- it Date Called: Special Instructions: /5" //2/•"1/9 Date Wanted: - 30 -0 -n (a.m. - • Requester: Phone No: 22- — ZOO — q 6 9 C2 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - 2 -- /2-? PERMIT NO. (206)431-3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,,ez e/1* ,-/--„?.„- ,/°r - 3/ 1 - s‘o)e, /ce e</;''t 1-€ / 1 :1 $58.00 NSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: Proj ' / /`--� /V Fla eIP4U Type of Inspection: �+ /� it.t "Fe C ∎- ,, 525 Address: /72S) , /t4"i t Called: / J Special Instructions: Date W ed:m, - z / -6) _ Requester: Phone No: COMMENTS: 4 ,,.. /Z0144 -- ;.. .c -�fdf ' 7 - J /► I,- g1 i 4,v, ;,, / //r 5 - ti d'e 3> ?r,` re s,,,, , e_ l r -- mot/ Fe4,5 _ INSPECTION RECORD ��,�, Retain a copy with permit DO 7 2a INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. '0 Corrections required prior to approval. nspect 2y_ REINSPECTION FEE REQUIRE ' P or to inspection, fee must be at 6300 Southcenter Blvd.. Suite 1 i I Call the schedule reinspection. pt No.: DatE, !Date: rvf Project: f 4/F124 3,2r4/) Type of Inspection: Om //1 - 4/ S - Address: /725 v 5 ///, . / to Called: Special Instructions: Date Wanted: 7 - (a.m, p.m. Requester: Phone No � 0-200 - c690 INSPECTION NO. INSPECTION RECORD Retain a copy with permit L 7- /Zz PER IT ;� CITY OF TUKWILA BUILDING DIVISION '� /.5 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7/ -- a Date: $58.00 R ' ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 00 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: G v„ / / .ti S ,- Address: /72 ) sch / /17c Date Called: `D L Special Instructions: Date Wanted: (k - p.m. /- L 5 - 62- / / � �/ l<7,3 �- our- -- 1� t.42y' r �s-ciy f �Io / � i `` t ifr e 4.1, ,4:20e-c■ L-- ,,,,, e 'a-7;o* / / f 4r i'r 7 /d am • 0 7/0 (al ,/••-- b k ‘:./01 C / / Pr ' ct: / 4 NPk-A Y j {r Act Type of Inspection: G v„ / / .ti S ,- Address: /72 ) sch / /17c Date Called: `D L Special Instructions: Date Wanted: (k - p.m. /- L 5 - 62- Requester: Phone No: c -,7_67 - zvo - 565 MAI INSPECTION RECORD Retain a copy with permit CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspe & 7 - - ❑ Approved per applicable codes. El Corrections required prior to approval. 1Date: $58.00 REffPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: p 4 _ Type of Ins ection: �) 0 f i ii/ i - - 7- 0p -/i/t.P°4 1/L " �. U 7 ! (A/c/ et tiyU� Special Instructions: Date Wanted: /awn' Requester: P ae t 2 O — 5 5 65 0 Proj t: Type of Ins ection: �) / YJ / S pi/ / � F � r Date Called: Special Instructions: Date Wanted: /awn' Requester: P ae t 2 O — 5 5 65 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 ❑ Corrections required prior to approval. (l spe � r. (Date: 44/ 74n z3 X8 .00 REINSPECTION FEE R QUIRED. P for to inspection, fee must be paid at 6300 Southcenter Blvd\ Suite 1 . Call the schedule reinspection. 0 (Receipt No.: 'Date: Project: p " ,«a, /3 /e -Qc-A-, Type of Inspection: Fire Alarm: Address: / 7 2_ ,5 Suite #: ).S 2. - .,144 gI Contact Person: Special Instructions: Permits: Phone No.: ‘, Zoo - G JG3 Needs Shift Inspection: Sprinklers: Fire Alarm: '/ , Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 ,Oc7 -42 2. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ri Corrections required prior to approval. COMMENTS: Inspector: 5) 675 Date: 9p3/07 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he ity of Tukwila finance Department. Call to schedule a reinspection. Y T.F.D. Form F.P. 113 J COMMENTS: a,r t Fire Alarm: Type of Inspection: )1 v 4c 5c, as fJv 1- ( e 0 Hy 4 c S 1'. 04, ,-, r� 1 'S id i -% Contact Person: Special Instructions: A 19// r--- ,.-i S.g+ ot-t <_- 1.,- -t .4 ,S % . ,;., -7,c..! 'Pia, -JLtt. ,r,, - H. vi. n {, 0 /4 `e 4Ma,...-7 Y7 t.... I Nil a1/. . ;vLPiG Sj ;/I Ale ti.t ',_a dry e tr c, Jip/d.h x Project: pi ./�. 4 ,4A a,r t Fire Alarm: Type of Inspection: )1 v 4c 5c, as fJv 1- ( Address :., / 7 250 Suite #: Ac a. S 0,...1-1, Ci.-4r,,. id i -% Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Oa7- /2 Z.. a7- F- /6,5 PERMIT NUMBERS 444 Andover Park East, Tukwila a. 98188 206 - 575 -4407 [pproved per applicable codes. Corrections required prior to approval. Inspector: ; 4.) f2 Date: 9//4/4 ? Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Wprd /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: Pq nei a, Orccict Type of Inspection: h, re 4)elrtsvi fins - Address: )75 0 Suite #: ,,Th .1 - P1 14 ,✓ 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 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Dot- 1LL PERMIT NUMBERS Corrections required prior to approval. COMMENTS: /449/7 /14 Al c <c- -I 49 Jv t 1-c k-i vfr9 c 5)1.2, Inspector: � S> Date: V5-10 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED.'-you will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 u,2 Project: P 6 .,'a. a,cacL, 13 )le rvj Type of Inspection: Fire Alarm: Address: /7 Se) Suite #: /$Z_... so-- therK4.-. v - Contact Person Fa tA. L.- t Special Instructions: Permits: Phone No.: I - 253 312. — 4 7 P1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: t Pre -Fire: Permits: ' Occupancy Type: 2 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 A pproved per applicable codes. COMMENTS: oc 5/A/,"nl U/L Inspector: 5W 5 Date: g ii: v Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ,% the City of Tukwila Finance Department. Call to schedule a reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 Lys -- J2� V 7 -S -) PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 J Project: P,9 v) C..9 (3 read 6A g.ra i Type of Inspection: J / L / l e , rli LIr /� y � i-0 Address: / 72 5a Suite #: / S" z-- Contact Person: a , ) Special Instructions: Phone No.: Z 5 - jr 1 - c771 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: ,� Occupancy Type: 2' 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 COMMENTS: 5 '7A1 J3 2Z fI *J)7 I 4'3V ,-51 (7) Inspector: 51,i; 545 Date: 5/20-7 Hrs.: 0o'- )2z- 07- 5- J &7 PERMIT NUMBERS Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 J� -- - - - -- -- - - - - - - o .i N rl 01 LVaaa/aa%aua a aaay... . + . vb .v re !Y .. - - - -- ---- i Location Allowed (floor /room no.) Occupancy Description Watts per ft " Area in ft Allowed x Area MAIN RESTAURANT (MINUS FO PREP) 1.53 2554.0 3907.6 .lighting Summary LTG -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms LVt YYdSI llII LUII �7Id 17v1 11 woluci was I_u go' m7 w..v vv. nl.nu,.w . -.••• Project Info Project Address Panera Bread Bakery 17200 Southcenter Parkway Tukwila, WA Applicant Name: Abossein Engineering ApplicantAddress: 1844 114th Ave NE, Bellevue, WA. 98004 Applicant Phone: 425- 462 -9441 Date 4/3/2007 For Building Department Use FILE copy Project Description New Building 11 Addition 0 Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Ughting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. " From Table 15 -1 (over) - document all exceptions on form ttae (Interior Total Proposed Watts may not exceed Total Allowed Watts for I Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. 3. List all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. Revised May 2005 .lighting Summary LTG -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms LVt YYdSI llII LUII �7Id 17v1 11 woluci was I_u go' m7 w..v vv. nl.nu,.w . -.••• Project Info Project Address Panera Bread Bakery 17200 Southcenter Parkway Tukwila, WA Applicant Name: Abossein Engineering ApplicantAddress: 1844 114th Ave NE, Bellevue, WA. 98004 Applicant Phone: 425- 462 -9441 Date 4/3/2007 For Building Department Use FILE copy Project Description New Building 11 Addition 0 Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Ughting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. " From Table 15 -1 (over) - document all exceptions on form ttae (Interior Total Proposed Watts may not exceed Total Allowed Watts for I Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. 3. List all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. Revised May 2005 --- -r -- -- - -o Location o Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed AWNING TYPE EXT3A 2 35.0 70.0 Covered Parking (reflective paint) 0.3 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W/ft ••............... ��.... - Location -° - - O Cl - - - - - - - - 0 - ' - . - - - - r Description Allowed Watts per ft r per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) 0.2 W 2 Covered Parking (reflective paint) 0.3 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim)1 7.5 Wflf 187.0 1402.5 1. Choose either the facade area or the perimeter method, but not both) Total Allowed Watts 1402.5 Use mtgr listed maximum input wattage. For fixtures with haro- irea oairasrs only, Exterior the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts may not exceed Total Allowed Watts for 70 Date: June 18, 2007 • Panera Bread St. Louis Bread Co. TO: Tukwila Building Division / Permit Center Tenant improvement permit for Panera Bread, Permit # D07 -122, is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will n • • - issued until the "shell" building permit # D06 -416 has received final inspe r approval from Building Division. This condition is hereby acknowledged by: Panera, LLC 6710 Clayton Road Richmond Heights, MO 63117 (314) 633 -7100 alar Dean DeNa 3 i Vice - President of Construction Panera Bread RECEIVED CITY OF TUKVR A 1 JUN 19 20071 PERMIT CENTER S'ncerely, Sao Bob Benedicto City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Dear Mr. Bob Benedicto, Please accept this letter as acknowledgement that Panera Bread will not be issued a certificate of occupancy until the Landlord's shell permit has received final inspection approval from the City of Tukwila. Thank you for your consideration. We are looking forward opening our first location in Tukwila at Southcenter Square later this fall. Matt Scobbie Senior Development Project Manager Panera, LLC CC: Leshya Wig, Wig Properties- via email Panera Bread St. Louis Bread Co. Panera, LLC 6710 Clayton Road Richmond Heights, MO 63117 (314) 633 -7100 err C C: FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:42.828.6899 WWW.FHOARCH.COM May 29, 2007 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. SUITE 100 TUKWILA, WA 98188 ATTN: MOIRA CARR BARDSHAW RE: PLANNING DIVISION PLAN REVIEW Dear Ms Bradshaw: The following are listed in response to the plan review letter dated May 21, 2007 that we have received for the subject project from your department regarding its current permit status. Please also note that all corrections to the permit documents are clouded and noted as Revision No. 4 for easy reference. 1. Sheets A -2.3 and A-4.4 have been revised to show no wall in front of the storefront windows on the north side of the space. This concludes our responses to the Tukwila Department of Community Development comments. Please feel free to contact me at 425 - 827 -2100 if you have any questions or comments regarding this response. Thank you. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. FA- Thomas L Spader Senior Associate Building Permit Commerus2.doc 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: 21 May 2007 Subject: D07 -122 Q:\penneys\D07- 122.doc Please submit sheets A2.3, A 4.4 that correctly show window instead of wall in northwest corner of space per attached email (5 /18/07) from landlord, Leshya Wig. May 24, 2007 Jennifer Schulz Freiheit and Ho Architects 10230 NE Points Dr, Suite 300 Kirkland, WA 98033 RE: CORRECTION LETTER #2 Development Permit Application Number D07 -122 Panera Bread —17250 SouthcenterPy, Suite 152 Dear Ms. Schulz, This letter is to inform you of corrections that must be addressed before your development permits) 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 memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, Ak arshall clinician end File No. D07 -122 Cizy of Tukwila P :\Pemut Center\Correction Letters120071D07 -122 Correction Ltr #2.DOC jem Steven M Mullet, Mayor Department of Community Development Steve Lancaster, 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: 21 May 2007 Subject: D07 -122 Please submit sheets A2.3, A 4.4 that correctly show window instead of wall in northwest corner of space per attached email (5/18/07) from landlord, Leshya Wig. Q:\penneys\D07- 122.doc Moira Bradshaw - FW: Tukwila bakery revision From: To: Date: Subject: CC: Hi Moira, Thank you, Leshya Wig Leshya, _' "Leshya Wig" <leshyawig @wigproperties.com> "'Moira Bradshaw ' <mbradshaw @ci.tukwila.wa.us> 05/18/2007 1:21 PM FW: Tukwila bakery revision "'Arthur Chang ' <AChang @FHOARCH.COM >, "'Sonny Vinberg "' <svinberg @FHOARCH.COM >, "'Eric Koch ' <eric @padgi.com >, "'monwig "' <monwig @comcast.net> From: Matt Scobbie [mailto:matt.scobbie @PANERABREAD.com] Sent: Friday, May 18, 2007 12:11 PM To: Leshya Wig Cc: Thomas L. Spader; Jennifer E. Schulz Subject: FW: Tukwila bakery revision Page 1 of 2 Panera has eliminated the wall against the North storefront glass. Please see the attached layout from Panera reflecting this change. We would like to keep the glass on Panera's space (instead of infilling the panel) because the glass has already been installed, because of issues with the panel stretching across the adjacent tenant space, and because aesthetically, we believe that it will look better to have this panel remain clear with storefront. Please let me know if you have any concerns. Attached is a blow up of the bakery layout as we discussed. As I mentioned, all we did was swap our the oven to a different model which opened up our bakery and allowed us to get rid of the wall against the North storefront glass. I will have Tom Spader incorporate this revision into our updated plan set for bidding and construction. Please let me know if you need anything else. file: / /C:\Documents and Settings\Moira\Local Settings \Temp\XPGrpWise \464DA850tuk -... 05/21/2007 Thanks, Matt Scobbie Panera Bread From: Don Drissell Sent: Friday, May 18, 2007 2:07 PM To: Matt Scobbie Subject: Tukwila bakery revision Don Drissell Sr. Design Manager Panera Bread 314- 633 -7107 Page 2 of 2 file: / /C:\Documents and Settings\Moira\Local Settings \Temp\XPGrpWise \464DA850tuk -... 05/21/2007 p. r$:111, • o 0 : 0 0 6 B BREAD A I • IIIIIIIIIIIIiJ "" • Z■7/7A1P7 41% /411PAPWAIIAPW2 p or •-• r PI I 1 if RACK N w M L ARTISAN TBL. p. - r PR 00FER BAKERY ARM COOL -11- 11 111111111111111111111 _ _ _ I - I HIN THICK SLICER . SLICER tB=31 ttSt 1:1=1 BAKERY SERVICE B B CAFE Al.) O A T C RACK OVEN IIIDOORS SAMPLIN i' ' - lep CART • ' s / c /4 1 i l s i t; ( 91 . 1 ' - -,f. „ ," Aik s ,. -I / '. 1 1 1 t i . // 7 4‘ / ....„ .., DECK OVEN 2—PAN VVIDE LOW WA 48" CRISPANI W/SNEEZE GUARDS CAFE 13 SEATS r 1 VESTIBULE GYP. BD. CLNG. © 1C-0" AFF L 1 1 ft I 0 ____:. • . . : . . . .. . ~ -' —: rf 1 y , — i .., :14...L....,..._;64...., 4 44 --: 44 44 :-. p. r$:111, • o 0 : 0 0 6 B BREAD A I • IIIIIIIIIIIIiJ "" • Z■7/7A1P7 41% /411PAPWAIIAPW2 p or •-• r PI I 1 if RACK N w M L ARTISAN TBL. p. - r PR 00FER BAKERY ARM COOL -11- 11 111111111111111111111 _ _ _ I - I HIN THICK SLICER . SLICER tB=31 ttSt 1:1=1 BAKERY SERVICE B B CAFE Al.) O A T C RACK OVEN IIIDOORS SAMPLIN i' ' - lep CART • ' s / c /4 1 i l s i t; ( 91 . 1 ' - -,f. „ ," Aik s ,. -I / '. 1 1 1 t i . // 7 4‘ / ....„ .., DECK OVEN 2—PAN VVIDE LOW WA 48" CRISPANI W/SNEEZE GUARDS CAFE 13 SEATS r 1 VESTIBULE GYP. BD. CLNG. © 1C-0" AFF L 1 1 ft FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 WWW.FHOARCH.COM May 15, 2007 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. SUITE 100 TUKWILA, WA 98188 ATTN: ALLEN JOHANNESSEN RE: BUILDING DIVISION PLAN REVIEW Dear Mr. Johannessen: The following are listed in response to the plan review letters dated April 13, 2007 and April 25, 2007 that we have received for the subject project from your department regarding its current permit status. The responses are listed in chronological order according to the review letter received to date. Please also note that all corrections to the permit documents are clouded and noted as Revision No. 3 for easy reference. Our responses to your plan review are as follows: Building Department 1. Please see sheets G -CS and A -2.0 for information regarding the special inspections required for structural slab repairs. 2. Please see sheet E -3.1 for the emergency lighting locations. 3. Revision #1 reflects a slight change in the storefront location per the Landlord. 4. Please see sheets A -3.1, A -3.2 and A -3.4 for information and details regarding the suspended ceiling seismic design. 5. Per our phone conversation, the number of fixtures currently shown on our plans is sufficient to meet the code's requirements. Planning Department 1. Our restroom configuration has been revised to allow the south wall window area to remain transparent. Please see sheets A -2.1, A -2.2, A -2.3, A -3.1, A-4.3, A -5.1, SG -2.1, EQ -2.1, M -2.1, P -2.1, P -2.2, P -2.3, P- 2.4, E -2.1, E -2.2, E -3.1, and E-4.1. 2. The abbreviation "T.G." stood for Tenant Provided Graphics. "A.G." stood for awning graphics. Both are no longer needed and have been removed. Please see sheets A -5.1 and SG -2.1. Building Permit Comments.doc PANERA — TUKWILA May 15, 2007 2 3. This information should have been received by the city directly from Leshya Wig with the Landlord's office. Mechanical Department 1. Please see the attached structural calculations for the RTU's. Plumbing Department 1. Per our phone conversation, the number of fixtures currently shown on our plans is sufficient to meet the code's requirements. This concludes our responses to the Tukwila Department of Community Development comments. Please feel free to contact me at 425 - 827 -2100 if you have any questions or comments regarding these responses. Thank you. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. CC: File Building Permit Commans.doc 25diw April 25, 2007 Jennifer Schulz Freiheit and Ho Architects 10230 NE Points Dr, Suite 300 Kirkland, WA 98033 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -122 Panera Bread —17250 SouthcenterPy, Suite 152 Dear Ms. Schulz, This letter is to inform you of corrections that must be addressed before your development permits) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 -433 -7163, if you have questions regarding the attached memo. Planning Department: Moira Bradshaw at 206 - 431 -3651, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. S cerely, Brenda olt Permit Coordinator encl File No. D07 -139 city of Tukwila P:Uennifer\Correction Letters\2007\D07 -122 Correction Ltr #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: April 13, 2007 Project Name: Panera Bread Permit #: D07 -122 Plan Review Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Part of the tenant improvement indicates the cutting and removal, portions of the structural slab, to provide access for installing underground plumbing and to possibly indude other utility installations. Provide specifications with details on the plans that identify special inspection requirements for the structural concrete slab repairs. (IBC 1704.4) 2. Emergency fighting shall be required. Provide a reflective ceiling plan that identifies emergency fighting. (IBC Section 1006) 3. Please provide the key note for the reference key (#1) shown in a triangle which apparently explains the exterior clouded areas of the building. 4. Provide a detail that specifies suspended ceiling seismic design requirements including specifications for the enclosure angle. (ASCE STANDARDS 9.62.622) 5. Bathrooms shall require one additional toilet due to the occupant calculation which exceeds the minimum fixtures required. Provide a revised plan to show one additional toilet fixture for each restroom. (IBC Table 2902.1) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. To: Permit Division Date: 23 April 2006 Q:\penneys\D07122.doc Interdepartmental Memorandum From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Subject: D07 -122 Correction Request 1. Please correct the following sheets: Sheet SG -2.1 the south wall window area must remain transparent. Please revise floor plan so that interior walls do not obscure the window area. A5.1 is a window wall — modification will be allowed but must include some detailing other than just stucco, have some modulation and I suggest that the outdoor dining for Panerra be expanded or moved to this area with some hard /cleanable material for wall be shown. 2. Please let me know what the abbreviation "T.G ". and "AG" stand for 3. Please include the parking summary sheet as discussed during the Administrative Parking review. For your information Only two signs are allowed. A separate sign permit application for the two signs must be submitted. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -122 DATE: 05 -30 -07 PROJECT NAME: PANERA BREAD SITE ADDRESS: 17250 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision.# After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: CI Fire Prevention Structural Incomplete ❑ CI PIN Division Permit Coordinator ❑ DUE DATE: 05-3 1 -07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 No further Review Required DATE: DUE DATE: 06-28-07 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: CI Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -122 DATE: 05 -15 -07 PROJECT NAME: PANERA BREAD SITE ADDRESS: 17250 SOUTHCENTER PY, STE 152 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 6 Building Division Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping E ❑ Permit Coordinator ❑ DUE DATE: 05-1 7 -07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: PW ❑ Staff Initials: M ii' A i4 6 '01 Planning Division xi DUE DATE: 06-14 -07 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D07 - 122 DATE: 04 - - PROJECT NAME: PANERA BREAD SITE ADDRESS: 17250 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: Build g Dion Public Works Db4414 M- 4-6-0 Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP g11 NG 4.j - Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ DUE DATE: 04-05-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Mfg (1€e 4 -?-0') Planning Division ❑ Permit Coordinator No further Review Required DATE: DUE DATE: 05-03-07 Not Approved (attach comments) lid DATE: C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping [' PW ❑ Staff Initials: l�� Date: S' -0- Project Name: Project Address: Entered in Permits Plus on 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1_ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Panera Bread 17250 Southcenter Py \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D07 -122 Sheet Number(s): A -Z. 3 f -Y. y "Cloud" or highlight all areas of revision including date of revision Steven M Mullet, Mayor Steve Lancaster, Director CIT OF TUKWILA MAY 3 0 2001; PERMIT CENTER Phone Number: 7Z5 - i'27' Contact Person: 1 S ,zor Summary of Revision: - i c am l A., /vii //on, f >f //f4 /.'i1 shon-v4 .tea w f l In 4r-on/1 wi 1/ 1 ` tie AzpA Note' 'pce Received at the City of Tukwila Permit Center by: ,�Yl��l/VC -a • Nov 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 — 1 t 4 — 01 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on o 1 t L Or \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D07-122 ❑ Response to Incomplete Letter # _ ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED Cm{ OF TUKWILA. MAY 152001 p ma CENTER Project Name: Panera Bread Project Address: 17250 Southcenter Py, Suite 152 Contact Person: Jennifer Schulz Phone Number: t{L3 621' two Summary of Revision: I. S CU & 11454- CT1O145 WILL 15E REGKA2.ED aN St.syg. exPAists 2. EMEPARs1Gi RCS 495EN IMYDED 4. !,M PRbN1s:YED Proornot4P6. c.utA 'DE TPMs IkAtaxwa - l REVISIONS: 1 • SfrriWO M lAGATIc'Y1S WAVE SEn4 V-eN et• 2 . "T. G " /MT) "PICT' tseNbeEN1 I trloNS i EA IMETEP Sheet Number(s): Ca -GS Rk -2.0 A'2.1 t A- 2•2 A -3.1, A-3.2. A•3. 1 A-4.1 A•4.3, A "5.1, set-2.1, c-G. 2.1 E-3.t "Cloud" or highlight all areas of revision including date of revision License Information License WESTECS162R8 Licensee Name WESTERN CONSTRUCTION SRVCS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600602277 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 4612 NE MINNEHAHA STREET Address 2 09/10/2003 City VANCOUVER County CLARK State WA Zip 98661 Phone 3606995317 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/28/1984 Expiration Date 9/16/2007 Suspend Date Separation Date Parent Company Previous License WESTECS 191 R8 Next License STRUCSI972MC Associated License Business Owner Information Name Role Effective Date Expiration Date EDWARDS, RONALD R PRESIDENT 09/10/2003 HURD - EDWARDS, JODIE L SECRETARY 09/10/2003 EDWARDS, PATRICIA A PRESIDENT 12/28/1984 09/10/2003 EDWARDS, ROBERT D SECRETARY 12/28/1984 09/10/2003 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WESTECS 162R8 06/25/2007 0 I ■ 1 SITE MAP: I � t �!� • mil \� :1 f ) RP ki ARCHITECT: a • 8'-o" ti CONTRACTOR: ;; r\I \-:, ; :1 1 ! 'It I S/F NON-11.11511NATED CONSTRUCTION SIGH! N STOREFRONT OR ON4"x4 "POSTSNL/INE APE AREA MATE) BACKGROUND GR A�TIED BACKGRA MATERIAL . S/F 1/2" NWORPLY (PUS 5757U 220 -10 WHITE) H.P. OPAQUE VINYL 22o --12 VINYL 220 --12 VINYL PERTER BORDER OVERALL SOFT: 32 QUANTITY (1) CONSTRUCTION DOCUMENTS PANERA BREAD BAKERY -CAFE #1215 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON CODE INFORMATION: APPLICABLE CODES & REGULATIONS: BUILDING CODE - 2003 IBC W/ WASH. STATE AMENDMENTS PLUMBING C ODE - 2003 UPC W/ WASH. STATE AMENDMENTS ELECTRICAL CODE - 2002 NATIONAL ELECTRIC CODE MECHANICAL CODE - 2003 INTERNATIONAL MECH. & FUEL GAS CODES W/ WASH. STATE AMENDMENTS FORE PROTECTION- 2003 IFC W/ WASH. STATE AMENDMENTS ENERGY CODE - 2004 WASH. STATE ENERGY CODE HANDICAP CODE- 2003 IBC W/ WASH. STATE AMENDMENTS CODE CLASSIFICATION: A. OCCUPANCY GROUP: A2 B. CONSTRUCTION CLASSIFICATION: TYPE V-B C. AUTOMATIC FIRE SUPPRESSION SYSTEM INSTALLED AREA BREAKDOWN: FRONT OF HOUSE: BACK OF HOUSE: TOTAL PANERA SUITE Z070 SQ.FT. 2,250 SQ.FT. 4.320 SQ. FT. TRAVEL DISTANCE: ALLOWED TRAVEL DISTANCE 250 FT ACTUAL TRAVEL DISTANCE 78 FT MAX HEALTH DEPARTMENT NOTES: PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING SPECIAL INSPECTIONS REQUIRED - RAL CONCRETE SLAB REPAIRS r + TH DEPT. APPROVAL PROTOTYPE INFORMATION: REVISION ISSUE LOG • CONTACT INFORMATION: PANERA BREAD PROJECT COORDINATOR: MATT SCOBBIE 1600 3 U BRENTWOOD BLVD. SUITE ST. LOUIS MO 63144 314 - 256 -7059 314-962-3260 FAX PANERA BREAD CONSTRUCTION MANAGER: ROGER ARMSTRONG 5142 RIDGEGATE WAY FAIR OAKS CA 95628 916536 -9666 916 -961 -0158 FAX LANDLORD CONTACT: WIG PROPERTIES. LLC_ CONTACT: MON WIG 4811 134TH PL SE BELLEVUE, WA 98006 425. 7474540 4254655648 FAX ARCHITECT: CCONTA JENNIFER k INC.. P.S. 10230 NE SUITE POINTS DRIVE KIRKLAND, WA 98033 425-827-2100 425- 828 6899 FAX ENGINEER: ABOSSEIN ENGINEERING CONTACT: JAY WERNER 1844 114TH AVE NE 425-462-9441 B I WA 98004 425-492-9451 FAX LANDLORD APPROVAL: NAME SIGNATURE • DATE SEPARATE o APPROVIL REQuIREDlik ISSUE DATE 1/18/07 2/16/07 5/13/07 O ESCRpTION 95% 003IPLEIE PERMIT SET BD SET PiTECIED SIEEIS I G-CS,, A-22, A -Z3, A -3.1, A-5.1, SG --2.1, EQ-2.1 PHASE 1 ENTIRE SET ENDRE SET ENTIRE SET REWRKS • I'.EVISIOR'$ l b c':: --^n cha`I bo na:,ca to the scope pi 1:r cpprovaI cf rest ro a ncw p.' t1 submittal r.:3y include additior.al pan review fees. SHEET INDEX: G-CS G-SL G-ADA G-SP1 G-SP2 G-SP3 G-LW EC-1.1 EC-2.1 EC-5.1 COVER SHEET ABBREVIATIONS, GENERAL NOTES, SYMBOLS & LEGEND ACCESSIBILITY GUIDELINES ARCHITECTURAL SPECIFICATIONS ARCHITECTURAL SPECIFICATIONS ARCHITECTURAL SPECIFICATIONS LANDLORD'S WORK SITE PLAN - EXISTING CONDITIONS (FOR REFERENCE ONLY) FLOOR PLAN - EXISTING CONDITIONS (FOR REFERENCE ONLY) EXTERIOR ELEVATIONS - EXISTING CONDITIONS (FOR REFERENCE A-1.1 SITE PLAN A-2.0 FLOOR PLAN - DEMOLITION A-2.1 FLOOR PLAN - DIMENSIONS & KEYED NOTES A-2.2 FLOOR FINISH PLAN A-2.3 WALL FINISH PLAN A-3.1 REFLECTED CEILING PLAN Q A-3 IGHTING SCHEDULE, CEILING DETAILS & SECTIONS - .3 A C LI c GRAMS (FOR REFERENCE ONLY) c I A-3.4 SEISMIC CEILING DETAILS GED RESTROO P A-4.2 A = 'S A-4.3 A-4.4 A-4.5 A-4.6 A-4.7 A-4.8 A-5.1 EQ-2.1 EQ-4.1 EQ-4.2 INTERIOR ELEVATIONS INTERIOR ELEVATIONS & DETAILS DETAILS & SECTIONS DETAILS & SECITIONS PARTITIONS MATERIAL & FINISH LEGEND, DOOR LEGEND & SCHEDULE EXTERIOR ELEVATIONS - NEW CONSTRUCTION EQUIPMENT PLAN - NEW CONSTRUCTION EQUIPMENT SCHEDULE & NOTES WOOD/STEEL SCHEDULE, FURNITURE SCHEDULE MECHANICAL MPE -1.1 ROOF PLAN - MECHANICAL, PLUMBING, AND ELECTRICAL M-2.1 FLOOR PLAN - HVAC M-3.1 HVAC SCHEDULES AND SYMBOL LEGEND M-4.1 HVAC DETAILS M.4.2 HVAC DETAILS M-4.3 HVAC DETAILS PLUMBING P-2.1 SANITARY PIPING ROUGH -IN PLAN P -22 DOMESTIC WATER ROUGH -IN PLAN $: 2 iT ZATE PERMIT I IZRED FOR: Ifitechankal C c•� lcaI Was Piping C:14 c; i c:1 -mi!a E DIN i t;:'/ISION RIOR ELEVATIONS TION, SIGNAGE SCHEDULE EMATIC ELECTRICAL E -2.1 ELECTRICAL ROUGH -IN PLAN E -22 ELECTRICAL POWER PLAN E 3.1 ELECRICAL LIGHTING PLAN E-4.1 SPECIAL SYSTEMS DETAILS E-4.3 POS SYSTEM DIAGRAM AND NOTES E-S_1 ELECTRICAL PANEL SCHEDULES AND ONE -LINE DIAGRAM E 52 ELECTRICAL. LEGEND, DETAILS & SPECIFICATIONS ONI Y) Plan review approval Is subject to errors and omission,. Approval Cr constrL'dIon documents does not authorize the violation cf c.-r/ accepted code or ordinance. Receipt me approval Fled Cry/ c. .-.d tadmoviledgedt By D ate: 4 .2S- 01 City of TUkwlla ; BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 M1 2ODl • ty Of Tukwila BUILDING DIVISION •-", • 5 e -.. i CORREC 1lJ:`�t LT R= _.. • p. I BAKERY CAFE: #1215 SYSTEM: G2IW PROTOTYPE IIPOA E: W= oC� LL .< ISSUE DATE 5-147 PROJECT MEANER A06506 • ORAVYN ear : .mss :.= - M MS 1/.0 CPS& RA SHEET NO: G -CS COMER SHEET CODE ANALYSIS FRE 1215-GCSAINg • ABBREVIATIONS AT AB. ACOUS. ACT. ADJ. A.F.F. AGGR. ALUM. ANOD. APPROX. ARCH. A.T. AUX. BD. BLDG. BLKG. B.L.P. BN. BOH. BOT. BSMT. C. CAB. CANT. CENT. CER. CL CLG. CLKG. CEO. C.O. COL C.O.L. C.O.M. CONC. CONC.BLK. CONST. CONT. CONTR. CORP. CORR. CP. C.P.M. CPT. C.T. CR. CRT. CTN. CTR. CV. D DBL DEW. DiA. DIM ON D.O. D.M. D.P.M. DWG. DAR. D.W. EA. ELF. E.C. E.J. ELEV. ENE EWER. EQ. EQUIP. E.W.C. E.W.H. EXP. EXT. EXIST. EXEC. FA F.D. FAD. F.E. F.E.C. F.H.C. t • w AND ANCHOR BOLT ACOUSTICAL ACOUSTICAL TILE ADJUSTABLE ABOVE FINISHED FLOOR AGGREGATE ALUMINUM ANODIZED APPROXIMATE ARCHITECT ACOUSTICAL TILE AUXILIARY BOARD BUILDING BLOCKING BORROW UGHT PANEL BULLNOSE BACK OF HOUSE BOTTOM BASEMENT CASTERS CABINET CANTILEVER CEMENT CERAMIC CENTERLINE CEIUNG CAULKING CLOSET CASED OPENING COLUMN CUSTOMER'S OWN LEATHER CUSTOMER'S OWN MATERIAL CONCRETE CONCRETE BLOCK CONSTRUCTION CONTINUOUS CONTRACTOR CORPORATION CORRIDOR CARPET CONSTRUCTION PROJECT MANAGER (PANERA) CARPET TILE CERAMIC TiLE CHAIR RAIL COMPUTER TERMINAL CARTON CENTER COVE DEPTH DOUBLE DERINIIREiIDUNTAIN DIAMETER DIMENSION DOWN DOOR OPENING DESIGN MANAGER (PANERA) DEVELOPMENT PROJECT MANAGER (PANERA) DRAWINGS DRAWER DRYWALL EAST EACH EXHAUST FAN ELECTRICAL CONTRACTOR EXPANSION JOINT ELEVATION EE1UE EMEIRIRTENV PANEL EQUAL EQUIPMENT ELECTRICAL WATER COOLER ELECTRICAL WATER HEATER EXPANSION EXTERIOR DOSING EXECUTIVE RRE ALARM FLOOR DRAWN FOUNDATION RRE EXTINGIRSHER FIRE EXTINGUISHER CARNET ARE HOSE CABINET 0 RN. FUR. FLUOR. F.O.C. F.O.F. F.O.H. F.O.S. F.R.P. F.S. FT. FTC. FURR. FUT. GA. G.B. G.C. GEN. G.I. GL G.W.B. GYP. GYP.L. GRD. H H.B. H.C. HCAP. H.M. HDWR H.M.F. HORIZ. I.D. INC. INSUL INT. JAN. J.S. JT. KfT. L I.AB. LAM. UAV. LKR. LL LT. MIS. MAX. M.C. M.O.P. MECH. MIN. MIR. MISC. M.O. MiD. MTL MFR. MUL M.O.P. N. N.I.C. NO. OR I NOM. N.T.S. NT. O.C. O.D. OPNG. P. PART. PC PF PEAS. PAL. P.P. P.R.C. PL P.LAM. PLYWD. PR. FINISH FLOOR FLUORESCENT FACE OF CONCRETE FACE OF FINISH FRONT OF HOUSE FACE OF STUDS FIBERGLASS REINFORCED PANELS FULL SIZE FOOT OR FEET FOOTING FURRING FUTURE GAUGE GRAB BAR GENERAL CONTRACTOR GENERAL GALVANIZED IRON GLASS GYPSUM WALL BOARD GYPSUM GYPSUM LATH GROUND HEIGHT HOSE BIB HOLLOW CORE HANDICAPPED HOLLOW METAL HARDWARE HOLLOW METAL FRAME HORIZONTAL INSIDE DIAMETER INCORPORATED INSULATION INTERIOR JANITOR JANITOR SINK JOINT KITCHEN LEFT OR LENGTH LABORATORY LAMINATE LAVATORY LOCKER LANDLORD LIGHT MASONRY MAXIMUM MECHANICAL CONTRACTOR MAiN DISTRIBUTION PANEL MECHANICAL MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED METAL MANUFACTURER MULLION METHOD OF PROCEDURE NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE NON TACKABLE ON CENTER OUTSIDE DIAMETER OPENING PLASTIC PARTITION PERSONAL COMPUTER PAPER FLOW PIASTER PANEL POWER POLE PRE -CASE PLATE PLASTIC LAMINATE PLYWOOD PAN PTR. PT. P.T.D. P.T.D. /R. P.T.R. Q.T. R. RAD. R.D. R.D.S. REF. REFR. REINF. REL REQ'D. RESIL RM. R.O. S. S.C. SCHED. SEC. SECT. S.H. SHN. SHT SHT.MTL. SHR. S.N.D. S.N.R. SIM. SPEC. SQ. SQFT. S.S. S.SK. STA. STD. STOR. STRUC. SUSP. S.V. S.W. SYM. T. T.B. TEL TER. T.G.C. T.O.F. T.P.D. T.V. TYP. TACK. UPH. U.N.O. UR. V. VAR. V.T.R. VERT. VCT. VWC. W. W/ WC. W.MTD. WD. W.H. WDW. W/o WP WSCT. WS WT w • PRINTER PAINT PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER de RECEPTACLE PAPER TOWEL RECEPTACLE QUARRY TiLE RIGHT RADIUS ROOF DRAIN ROOF DRAIN DOWNSPOUT REFERENCE REFRIGERATOR REINFORCE RELOCATE REQUIRED RESIUENT ROOM ROUGH OPENING SOUTH SCUD CORE SCHEDULE SECRETARY SECTION SEAT HEIGHT SHOWN SHEET SHEET METAL SHOWER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SIMILAR SPECIFICATION SQUARE SQUARE FEET STAiNLESSS STEEL SERVICE SINK STATION STANDARD STORAGE STRUCTURAL SUSPENDED SHEET VINYL SEAT WIDTH SYMMETRICAL THERMOSTAT TOWEL BAR TELEPHONE TERMINAL TENANT'S GENERAL CONTRACTOR TOP OF FOOTING TOILET PAPER DISPENSER TELEVISION TYPICAL TA KABLE UPHOLSTER /UPHOLSTERY UNLESS NOTED OTHERWISE URINAL VINYL VARIABLE VENT THRU ROOF VERTICAL VINYL COMPOSITION TILE VINYL WALL COVERING WEST WITH WATER CLOSET WALL MOUNTED WOOD WATER HEATER WINDOW WITHOUT WATER PROOF WAINSCOT WORKSURFACE WOG T WIDTH GENERAL CONDITONS 1.1 PERMITS: CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS. 1.2 QUALITY: CONTRACTOR SHALL PERFORM ALL WORK AND iNSTALL ALL COMPONENTS IN A PROFESSIONAL MANNER. All FINISH WORK TO BE TRUE, LEVEL AND PLUMB. ALL JOINTS TO BE TIGHiT AND CLEMI. 1.3 CODE COMPLANCE: WORK SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES INCLUDING NFPA; AND USE TESTED AND CERTIFIED ASSEMBLIES, AS REQUIRED BY CODE. 1.4 HANDICAP ACCESSIBILITY: CONTRACTOR SHALL COMPLY WITH ACCESSIBILITY GUIDELINES 36 CFR PART 1191 OF THE FEDERAL REGISTER, iFS REVISIONS TO ANSI STANDARD A117.1, AND TITLE II OF THE AMERICAN'S WITH DISABILITY ACT (ADA), AND LOCAL ORDINANCES 1.5 WARRANTY ALL CONSTRUCTION, MATERIALS, PRODUCTS AND WORK TO BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE TENANT. 1.6 CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. NO MEASUREMENTS SWILL BE SCALED FROM THE DRAWINGS. CONTRACTOR SHALL OBTAIN CLARIFICATION FROM ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION IF A DIMENSION(S) IS IN QUESTION. 1.7 CONTRACTOR IS ADVISED THAT PORTIONS OF THIS DOCUMENT MAY BE BASED ON UNFiELD VERSED INFORMATION PROVIDED BY OTHERS iN ACCORIWIcE WITH NE OWNERS DIRECTIONS. CONTRACTOR TO ADVISE ARCHITECT OF ANY EXISTING CONDITION DIFFERENT FROM THAT NOTED WHICH MAY IMPACT CONSTRUCTION PRIOR TO EXECUTION. 1.8 DIMENSIONS AND NOTES ON ENLARGED PLANS AND DETAILS ME TO OVERRULE SMALLER SCALE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF DRYWALL UNLESS NOTED OTHERWISE. 1.9 DEMOLITION PLANS ME GENERAL IN NATURE AND ARE NOT INTENDED TO BE ALL ENCOMPASSING OR EXHAUSTIVE IN DEPICTING EACH INDMDUAL ITEM TO BE REMOVED OR DEMOLISHED. THE CONTRACTOR SNAIL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WiOH THE PROJECT REQUIREMENTS PRIOR TO BIDDING. ITEMS INTERFERING WiTH OR OF NO USE OR VALUE TO THE COMPLETED PROJECT SWILL BE REMOVED OR DEMOLISHED WHETHER SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENT'S OR NOT. 1.10 G.C. SHALL COORDINATE WiTH OWNER'S REP. THE ITEMS TO BE SALVAGED AND ITEMS TO BE DISPOSED OF. SALVAGED ITEMS SHALL BE HANDLED SUCH THAT NO FURTHER DAMAGE TO OCCUR TO EACH PARTICULAR ITEM. 1.11 CLEAN UP: REMOVE ALL DEBRIS, PACKING MATERIAL., DEMOLISHED MATERIAL AND DITRANEOUS TRASH GENERATED BY CONSTRUCTION FROM BUILDING & SiTE UNLESS NOTED, TO BE TURNED OVER TO LANDLORD. ALL DEMOLISHED MATERIAL NOT TO BE TURNED OVER TO LANDLORD SHALL BECOME THE PROPERTY OF GENERAL. CONTRACTOR. 1.12 BUILDING STANDARDS: ALL MATERIAL, HARDWARE, FIXTURES, AND FINISHES TO BE BUILDING STANDARD UNLESS NOTED OTHERWISE. BUILDING STANDARD INFORMATION IS AVAILABLE THROUGH THE TENANT'S REPRESENTATNES, ARID TYPICALLY MATCHES EXISTING INTERIOR CONSTRUCTION. 1.13 SUE VISiT; ALL GENERAL CONTRACTORS & SUBCONTRACTORS ARE TO VISIT SITE PRIOR TO COMPLETING BID TO VERIFY DUSTING CONDITION. GENERAL CONTRACTOR & SUBCONTRACTORS TO PROVIDE WRITTEN 000UMENTATiON OF ANY DIS(REPMICY BETWEEN SITE CONDITIONS & DOCUMENTS. SUBMISSION OF BID IS CONFIRMATION THAT DOSING CONDITIONS HAVE BEEN FULLY TAKEN INTO CONSIDERATION do ARE REFLECTED IN THE CASTS PROVIDED. 1.14 CONTRACTOR TO PROVIDE 2X ARE RESISTANT BLOCKING AS NECESSARY BEHIND ALL WALL MOUNTED INSTALLATIONS. 1.15 CONTRACTOR TO PROVIDE BUILDING CONSTRUCTION REPRESENTATIVE WITH COPIES OF DEUVER , AND CONSTRUCTION SCHEDULES. CONTRACTOR TO COORDINATE ALL SCHEDULES WITH BUILDINGS CONSTRUCTION REPRESENTATIVE. 1.16 E EXTERIOR WINDOWS ARE BEiNG ENCLOSED CONTRACTOR IS TO CLEAN ALL WINDOWS, SHADES, CAVITY AREA FROM CONSTRUCTION DUST AND DEBRIS PRIOR TO ENCLOSING D(TERIOR WINDOWS. 1.17 CUTTING & PATCHING. CONTRACTOR TO PATCH. REPAIR, & REFINISH WORK DAMAGED AS A RESULT OF DEMOLITON OR REMOVAL OF CONSTRUCTION TO MATCH ADJACENT FINISH. PATCH THRU -WAIL/ THRU -FLOOR PENETRATIONS TO MNNTANN D OSING BALDING INTEGRITY. 1.18 USE 3M NON- INTUMESCENT FIRE STOPPING AS FOLLOWS: FItEDAM 150 CAULK FOR WAIL & FLOOR PENETRATION SEALS, TO MEET OR EXCEED ASTM E 814 (111479) AND /OR ASTM E 119 (UL263); STRUCTURAL STEEL MD ELECTRICAL & CONTROL SYSTEM, TO MEET OR EXCEED ASiM E 119 (UL263) MD NIGH INTETNSRY ARE TEST (UL. 1709). ARE BARRIER 2001 SRHCONE RN EOM FOR CABLE BUNDLES AND TRAYS, TRAYS CONDUIT BUNDLES AND MULTFLE PIPE RUNS, AND OTHER LARGE OPENINGS TO MEET OR EXCEED ASiM E 814 AND TO COMPLY WITH REQUIREMENTS OF THE NEC (NFPA - -70), BOW, ICBO, SBCCT AND NFPA CODE 1101. 1.19 ALL NEWT CONCRETE FLOORING SECTIONS TO BE D MB.ED AND PINNED TO EXISTING CONCRETE SLAB 1.20 ANL ROOF *MIRK TO BE COMPLETED BY LANDLORD'S APPROVED ROOFING CONTRACTOR 1.21 CONTRACTOR iS MIMED THAT ROOF STRUCTURE AT 1115 LOCATION MAY HAVE LWEO TOAD CPPACiTY. PROVIDE ADDITIONAL FRAMING AS NECESSARY FOR ANY ROOF MOUNTED OR SUSPENDED EQUIPMENT. 1.22 CONTRACTOR 10 REQUEST FROM UNDLORD A COPY OF ALL BUILDING RULES O RRGlLlAT1ONS. THESE RULES & REGUATIONS TO BE FULLY COMPUTED WITTHI 0 ALL TiES DURING CONSTRUCTION BY THE GEEEW& CONTRACTOR & SLIM- OONTRACiOR(S). CONTRACTOR TO PROVIDE STA1EJ NT OF QUALIFICATIONS & NSURVICE CERTIRCJAES AS NECESSARY TO THE BUILDING'S REPRESENTATIVE 1.23 CONTRACTOR TO YNNTAN CLFJAR ACCESS 10 ALL DIME & ONlRWNCES METE ON SITE. 124 CONTRACTOR 10 RECEIVE, STORE & INSTALL AS IESSARY ANY CANER - PREMED EQUIPMENT- REFER TO DOCUMENTS FOR FURRIER DETAAL • 1.25 DUSTING CONDITIONS DOCUMENTS PROVIDED FOR REFERENCE ONLY. ANY WORK INDICATED HAS ALREADY BEEN COMPLETED. 1.26 ALL WORK IN EXISTING CAFE TO BE PERFORMED 0 NIGHT DURING NON - BUSINESS HOURS AND ALL WORK IN EXPANSION SPACE TO BE COMPLETED DURING NORMAL BUSINESS HOURS. WORK SHALL NOT INTERFER W/NORMAL BAKERY /CAFE OPERATIONS. CONTACT PANERA CONSTRUCTION MANAGER FOR ADDITIONAL INFORMATION. 1.27 ALL AREAS MUST BE COMPLETELY CLEAN & CLEAR OF ANY CONSTRUCTION MATERIALS 0 A MINIMUM OF (1) HOUR BEFORE THE CAFE OPENS EACH DAY. 1.28 ALL ITEMS GRAYED OUT /SCREENED BACK ON THE SHEETS ARE NOT INCLUDED iN THE SCOPE OF WORK. DOORS AND WINDOWS: 8.1 WOOD DOORS: REFER TO DOCUMENTS FOR FURTHER DETAIL 8.2 METAL DOORS: REFER TO DOCUMENTS FOR FURTHER DETAIL 8.3 FRAMES: REFER TO DOCUMENTS FOR FURTHER DETAIL. 8.4 HARDWARE STANDARD: PROVIDE DOOR HARDWARE IN ACCORDANCE W/ SCHEDULE ALL LOCKSET/LATCHSET HARDWARE COMPLY WHILE IN OF AMERICANS WITH DISABILITIES ACT (ADA). GENERAL. CONTRACTOR TO COORDINATE KEYING WITH OWNER REPRESENTATIVE. 9.1 9.2 9.3 FINISHES: DRYWALL: REFER TO PARTITION DETAILS FOR FURTHER INFORMATION. RESILIENT BASE PROVIDE 6' HIGH RUBBER COVE BASE IN 100' ROLLS. REFER TO DOCUMENTS FOR FURTHER DETAIL PAINT: PROVIDE 2 COATS OF ALKYD SEMI -GLOSS ENAMEL FINISH COLOR ON METAL DOORS & FRAMES AS INDICATED ON DRAWINGS. 9.4 PAINT: PROVIDE 2 COATS OF PREMIUM EGGSHELL CHI COLOR ON ALL NEW SURFACES AS INDICATED ON DRAWINGS. PRIME NEW /EXISTING SURFACES & PATCH AS REQUIRED. 9.5 SOUND BATT INSULATION (WALLS ONLY): SHALL BE UNFACED GLASS FIBER ACOUSTICAL INSULATION COMPLYING WITH ASTM C665, TYPE 1, CONTRACTOR TO VERIFY SIZE WITH NOTED PARTITION TYPE USED. MAXIMUM FLAME SPREAD: 10, SIC ABOVE 55. SOUND ATTENUATION (ABOVE CEILINGS) SHALL BE 3' UNFACED, LIGHT WEIGHT. RESILIENT FIBERGLASS DESIGNED TO ABSORB SOUND AND SPECIFICALLY MANUFACTURED FOR USE ABOVE CEILINGS. MAXIMUM FLAME SPREAD: 25 STC ABOVE 55. NO SOUND ATTENUATION INSULATION IS TO BE USED ABOVE FINISHED CEILING IN FOOD PREPARATION AREAS. 9.6 ALL FLOORING PRODUCTS TO BE INSTALLED IN ACCORDANCE WiTH MANUFACTURER RECOMMENDATIONS do SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR LEVELING THAT MAY BE REQUIRED IN ORDER TO COMPLY WiTH PROPER INSTALLATION PROCEDURE 9.7 ACOUSTICAL CBUNG: Stall BE AS INDICATED OR AS CALLED FOR IN NOTES. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND SPECIiCATiONS. AT NO TIME IS THE CONTRACTOR TO LEAVE CBUNG EXPOSED IN A PUBLIC AREA DURING BUSINESS HOURS WITHOUT THE PANERA PROJECT MANAGER'S PRIOR APPROVAL. SPECIALTIES: 10.1 EXTERIOR SIGNAL E INDICATED, TO COMPLY WITH ALL CITY REGULATION AND BUILDING DESIGN STANDARDS. ADVISE ARCI#TECT OF ANY CONFLICTS. ALL SOME PROVIDED BY OMiNER U.N.O. 10.2 REFERENCE 'SG' SERIES SHEETS FOR SIGNAGE INFORMATION. 10..3 CONTRACTOR SHALL PROVIDE MASTER KEY LOCK BOX IN /ACCORDANCE TO CITY REGULATION FOR APPROVAL BY LOCAL FiRE DEPARTMENT. 10.4 CONTRACTOR TO PROVIDE SUITE NUMBERS AT EXTERIOR ENTRIES AS REQUIRED BY CRY REGULATIONS AND APPROVED BY LOCAL. ARE DEPARTMENT AND LANDLORD. COMRAGTOR TO COORDINATE SOME TYPE AND LOCATION WITH ARCHITECT. MECHANICAL 15.1 IWAC: REFERENCE MECH. DOCUMENTS FOR INFORMATION AND LAYOUT. PROPERLY BALANCE SYSTEM & PROVIDE REPORT TO TENANT. 15.2 15.4 PROVIDE MAIM& & INSTALLATION ALLCYAUNCE FOR TWO (2) CLASS C ARE EX NGU ISHERS AS REQUIRED TO MEET LOCAL ARE OFFICWS REQUEST AND TO MEET NFPA. CONTRACTOR TO COORDINATE WITH FiRE MARSHALL TO DETERMINE EXACT QUAI MY & LOCATION OF ILL OXTiNGILSHERS. ABC, RATING` 10 BC 15 IBS. 15.3 PLUIM NG: FIXTURES LOCATED ON ARCH RECflIERAL SHEETS FOR GENERAL REFERENCE ONLY REFER TO PLUMBING SHEETS FOR ROUGH-IN DUPES` ARE PROTECTION: GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE EXTEND. OR REVISE NARY SYSTEMS AS REQUITED TO COMPLY WITH 1APPUCABLE CODES COORDINATE WORK u rn OWNER'S REPRESENTATNES TONERE MODFYiNG OR THING INTO OOSRN; SYSiENS. GENERAL OONIRA TCR SHALL PREPARE REQURED DRAWINGS AID 08TA1I BUILDING PERMITS FOR MARIA SISIDA ROM ELECTRICAL.: 16.1 ELEC1WCNM, DATA, AND COMMUNICATTONS OUTLETS ARE PROVIDED FOR REFERENCE ONLY. REFERENCE IOC. mums FOR AMMOIW. EUX3RICAL I FOR LION ON SNITCHNiNG,, ADDITIONAL OUTLETS, EQUIPMENT' ROOM REQUIREMENIS, ETC. NOTE: ALL OUTLETS TO BE maul O tot 15' A.F.F TO C 1f iE R E ALL LIGHT swan N0 THERMOSTATS TO BE MOUNTED 0 48' AFf, TO ERNE PLAN SYMBOLS SYMBOLS UTILIZED ON ALL PLAN SHEETS SYMBOL DEFINITION I RhiN° I 0 TYPICAL DIMENSION -- 4 (CLEAR INTERIOR DIMENSIONS SHOWN) MOO( 1000X O COLUMN UNE DESIGNATION SECTION MARKS SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN ELEVATION MARKS ELEVATION IDENTIFICATION ---- SHEET WHERE ELEVATION IS DRAWN DETAIL MARKS DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN ROOM NAME /NUMBER ROOM NAME ROOM NUMBER EXISTING DOOR NEW DOOR EXISTING DOOR TO BE REMOVED EXISTING WALLS - - DOSiING WALL TO BE REMOVED NEW PARTITIONS (REF PARTITION SHEET A -4.7) NEW PARTITIONS W/R -11 SOUND BATE COOLER /FREEZER WALL } HT PARTITION (HEIGHT vARiE5) CHAR RAT. (REF. PLAN FOR LOCATION) NEW STOREFRONT (REF PLAN FOR LOCATION) SiGNAGE IDENTIFICATION SYMBOL. EQUIPMENT IDENTIFICATION SYMBOL STEEL IDENTIRCATION SYMBOL WOOD IDENTIFICATION SYMBOL ® FURNITURE IDENTIFICATION SYMBOL m. RELOCATED INDICATOR FOR SOME, EQUIPMENT. STEEL, WOOD & FURNITURE SYMBOLS DOOR RUINER SYMBOL NANIDCAM NUMBER SYMBOL WI AL PARRTION TYPE iEYNOTE SW BOL CODE REVIEWED FOR COMPLIANCE APPROVED JUN 14 2001 BI Y Of Tukwila N D I ,,. , f i:; -'• 1 ._.i BAKERY CAFE: #1215 SYSTEM: 62 IW R PROTOTYPE UPOJI E: olet =1! CC ISSUE DATE: 3-247 PROJECT NUMBEFt AOS506 CRAM BY: JES O i?Nt MS Olt CO CM RA SHEET No: G -SL ADBREIAATIONS GENERAL NOTES, SYMBOLS FRE: 121SGSL kig S a SECTION 4.3 ACCESSIBLE ROUTE SCALE: NTS CANE TECHNIQUE NOTE X = 36' MIN. IF Y = 60' PULL SIDE HINGE SIDE APPROACH - SWINGING DOOR NOTE: Y = 48" MIN. IF DOOR HAS CLOSER SCALE: NTS LATCH SIDE APPROACH SWINGING DOOR - 1 1 < � I FRONT APPROACH - SLIDING OR FOLDING DOORS 24 MIN A� I I •L 1 1cd , . I LATCH SIDE APPROACH - SLIDING OR FOLDING DOORS SLIDE SIDE APPROACH - SLIDING OR FOLDING DOORS TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES • CANE TECHNIQUE • FRONT APPROACH - SWINGING DOOR NOTE: X = 12' MIN. IF DOOR HAS BOTH A CLOSER AND EACH F E - - -- 1 4 PUSH SIDE FRONT APPROACH - SWlNGING DOOR (6.5MM) MAX. 1/4' TO 1/2' (6.5 TO 13 MM) 1 2 /r-Trr� NI- 1/2' INC. CHANGES IN LEVEL 7 SCALE NTS LATCH SIDE APPROACH SWINGING DOOR NOTE Y = 48' MIN. F DOOR HAS BOTH A CLOSER AND LATCH 24 MIN PUSH SIDE I I I I �, SIDE APPROACH - SWINGING DOOR PARTITION PER SCHEDULE FNSI PER SCHEDULE 1 3/8' INSIDE RADIUS 1 1/4"-1 1/2'4 O.D. STAINLESS STEEL TUBING W/ 1/8' MK. X3'0 FLANGES FASTEN TO BACKING PLATE W/ 3— SCREWS AS REQUIRED METAL. SLEEVE ': E TOILET PAPER DISPENSER EMU • THE SPACE SEWER THE GRAB BAR AHD PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12' IiNhIIIIUM. • THE DINKIER OR WWII OF THE GRIPPING SURFACES Of A GRAB BAR SEW.L BE 1 -1/4' TO 1 -1/2' OR ME SHAPE SHALL PROVIDE AN EQIWALENT GRIPPING SURFACE: • IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND TINE GRAB BARS SHALL BE 1 -1/2'. • A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJAACEITT SHALL BE FREE OF NW SHARP OR ABRASIVE anions. • EDGES SWILL HAVE A IMAM RADIUS OF 1/8" • !ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR IWITETRNILS USED WHERE A VERTICAL. OR HORIZONUL FORCE OF 250 POUNDS TS APPLIED AT NW PONT ON GRAB BAR FASIDRER MOUNTING DEVICE, OR SUIPPORTNG STRUCTURE. • GRAB BARS SHALL NOT ROTATE UIDRI THEN FITTINGS. Nom: BOTH HIGH AND LOW FOUNTAINS ARE REQUIRED. NO FEWER THAN 50% WHEELCHAIR ACHE; OTHERS ARE TO BE LOCATED AT A STANDARD HEIGHT CONVINENT TO THOSE WITH DIFFICULTY STOOPING. HIGH -LOW FOUNTAINS ARE REQ. WHEN ONLY ONE FOUNTAIN IS APPROVED. SPOUT HEIGHT AND KNEE CLEARANCE SCALE: NTS SCALE: NTS ELEVATIONS SECTION 4.18 URINALS • Q r URINAL CLEARANCES 36 MNV H 12 4UVI 12 M - -- BACK WALL GRAB BARS AT WATER CLOSETS 39-41 �• a SIDE WALL GRAB BARS AT WATER CLOSETS STANDARD STALL (END OF ROW) CLEAR 1 v 130'x48'1 8 f ICI LSPARiEJ z 2 i 4 II CLEAR FLOOR SPACE SECTION 4.15 DRINKING FOUNTAINS PLAN z I 0 TOW PAPER 56 IN W WALL MOUNTED W.C. 5e MN 11/ FIR MOUNTED W.C. z I FREE - STANDING FOUNTAIN OR BUILT-IN FOUNTAIN OR COOLER COOLER W1 PROTRUDING OBJECTS RAILS SEC. 4.19 LAVATORIES & MIRRORS SCALE: NTS • LAVATORY CLEARANCES 39-41 BACK WALL OF STANDARD STALL SIDE WALL OF STANDARD STALL NOT TO EXCEED FOUNT DEPTH z PLAN TOILET PAPER f SCALE: NTS • SCALE NTS DIMENSIONS OF ADULT -SIZED WHEELCHAIR DIMENSIONS OF ADULT -SIZED WHEELCHAIR CLEAR FLOOR SPACE ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVE T-SHAPED SPACE FOR 180' TURNS 11 CLEAR WIDTH FOR S tIGI ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVE r L SECTION 4.2 SPACE ALLOWANCES 48 PARALLEL APPROACH SPACE NEEDED FOR U -TURN CLEAR WIDTH FOR TWIG WHEELCHAIRS DIMENSIONS OF ADULT -SIZED WHEELCHAIR DIMENSIONS OF ADULT -SIZED WHEELCHAIR CLEAR FLOOR SPACE IN ALCOVE TIPT-L-14) I CLEAR FLOOR SPACE IN ALCOVE FORWARD APPROACH WHEELCHAIR TURNING SPACE • D FOR CODE COMPLIANCE APPROVED JUN 14 2007 BD Of Tukwila IN DIVISI O N MINIUM GEAR WIDTH FOR ONE WFHEB.CIFIAIRS r.K! 1 ; r' SECTION 4.13 DOORS 20 GRAB BAR SECTION r-� 16 SECTION 4.17 TOILET STALLS SCALE: NTS TYP SECTION COUNTER 8 BAKERY CAFE: #1215 PTo UP tEA IMMO LU X �C 8 ISSUE DATE: 3-241 - PROTECT NUMBE2 A06-506 DRAWN B £S OAt MS Ct OD CM RA SHEET NO: G -ADA ACCESSIBIUTY G11eaAwS FILE 1215 ai.aag I • ARCHITECTURAL SPECIFICATIONS DES! STRESSES DESIGN CODES- ALL CODES LATEST EDITION OR AS INDICATED ON THE DRAWINGS. AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN CONCRETE INSTITUTE CRSI MANUAL OF STANDARD PRACTICE (FOR PLACING & DETAUNG OF All FORCING) AMERICAN WELDING SOCIETY STANDARDS FOR WELDING AS MODIFIED BY AI.S.C. SPEC. 2003 INTERNATIONAL. BUILDING CODE COORDINATION - ARCHITECiURAi., MECHANICAL AND ELECTRICAL ITEMS RECESSES. DEPRESSIONS, DIMENSIONS. ELEVATIONS, OPENINGS. EQUIPMENT SUPPORTS, ANO DETAILS SHALL BE VERIFIED BY REFERENCE TO ARCHITECTURAL AND MECIANICIII. DRAWINGS. MECHANICAL OR ELECTRICAL OPENINGS REQUIRED BUT NOT SHOWN, MUST BE PLACED BETWEEN STRUCTURAL MEMBERS. IF STRUCTURAL DRAWINGS ME PROVIDED THEY SHALL BE WINKED MDT ARCHITECTURAL MECHANICAL AND ELEcmicAL DRAWINGS. OPENINGS VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AID MECHANICAL DRAWINGS. OPENINGS IN FLOOR MD ROOF NOT SHOWN ON ARCHITECTURAL OR MECHANICAL DRAWINGS MUST BE PLACED BETWEEN STRUCTURAL MEMBERS. THE PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTOR SH A . PROVIDE SLEEVES THROUGH SLABS, JOISTS AND BEAMS FOR ALL WORK DONE BY EACH SUB - CONTRACTOR. SPREAD BEAM AND JOiST REN+NFORCNG AS REQUIRED TO PROVIDE CONCRETE COVER FOR REINFORCING ALL LOCATIONS TO BE VERIFIED ON DRAWINGS. AL MECHANICAL OPENINGS IN STEEL DECK BETWEEN STRUCTURAL MEMBERS SAW. HAVE A 3 X 3 X % ANGLE EACH SIDE CONNECTED TO STRUCTURAL MEMBERS. MECHANICAL CONTRACTOR TO PROVIDE THIS WORK. MASOINY UNTELS ALL OPENINGS IN CONCRETE BLOCK WALLS NOT SPECIFiCM.LY INDICATED TO HAVE OTHER TYPES OF UNTELS SHALL HAVE REINFORCED BLOCK UNTELS AS FOLLOWS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS: UP TO 8'-0' SPAN TO BE 8" DEEP. FROM 8' -0' TO 12'-0' TO BE 16' DEEP. 4' TO 6' WIDE UNITS TO BE REINFORCED WITH 1 - #5 BTU. 8'. 10' AND 12' WIDE UNITS TO BE REINFORCED WITH 2 45 BMA. WHERE ONE UNTEL BEAM IS CONTINUOUS OVER TWO OPENINGS, WITH INTERMEDIATE SUPPORT, USE #5 TOP AND #5 BOTTOM. EXTEND ALL LNNiElS A MINIMUM OF 8' BEYOND OPENING AND FILL (2) BLOCK COURSES BELOW UNiEL BEARING WITH MORTAR. ALL BLOCC UNTELS SHALL BE FILLED WITH 3,000 P.S.i. CONCRETE NOTE STRUCTURAL DRAWINGS AND NOTES SUPERSEDE THE ABOVE. LINTELS GENERAL. EXTEND ALL LINTELS A MINIMUM OF 8" BEYOND EACH EDGE OF OPENING. WHERE LINTEL BEARS ON CONCRETE BLOCK FILL TWO COURSES OF BLOCK MIN. WITH CONCRETE. IF OPENING OCCURS NOR TO CONCRETE COLUMN BOLT 3-1/2 X 5/16 ANGLE TO COL WITH TWO ' DIA. X 6' EXPANSION BOLTS AND REST LINTEL ON MGM. IF OPENING OCCURS NOR TO STEEL COLUMN WELD 3-1/2 X 3 -1/2 X 5/16 ANGLE TO COLUMN AND REST LINTEL ON ANGLE NOTE STRUCTURAL DRAWINGS AND NOTES SUPERSEDE THE ABOVE. DIMENSION LUMBER DIMENSION LUMBER SHALL L BE NO. 2 DOUGLAS FiR = 1250 OR EQUAL FOR JOISTS, BEAMS, HEADERS, ETC. UNLESS SS NOTED OTHERWISE. ALL MEMBER SIZES GIVEN ON DRAWINGS ARE NOMINAL DIMENSIONS. WOOD LNTEES AND HEADERS SHALL HAVE A FULL. 3' LENGTH OF BEARING AT EACH END. NOTE: STRUCTURAL DRAWINGS AND NOTES SUPERSEDE THE ABOVE. EXISTING CONDITIONS VERIFY ALL DIMENSIONS. ELEVATIONS, AND DETAILS OF OXOSTiNG STRUCTURE WHERE THEY AFFECT THIS CONSTRUCTION. NOTIFY OWNER IF THERE ARE MY DEVIATIONS FROM THE CONTWACT DOCUMENTS. SUPPLEMENTARY CONDITIONS 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. AIA DOCUMENT A201. ARTICLES 1 THROUGH 14 INCLUSIVE IS A PART OF THIS CONTRACT. A COPY OF THE GENERA. CONDITIONS WILL BE PROVIDED UPON REQUEST. 2. THE FOLLOWING SUPPLEMENT'S SHALL MODIFY AND /OR AID TO THE GENERAL CONDITIONS. ARTICLE 1: CONTRACT DOCUMENT'S 1.2.1 SIGNATURE OF OWNER AND CONTRACTOR WILL NOT BE REQUIRED ON CONTRACT DOCUMENTS. ARTICLE 2: ARCHITECT 2.1.1 THE ARCHITECT IS FREWEIT & HO ARCHITECTS., INC, P.S. . P.C. ARTICLE 3: TENANT 3.1.1 THE TENANT IS PAVER A, LLC. ARTICLE 8: MME 8.1.1 COMPLETION TIME: VERIFY START OF CONSTRUCTION WITH OWNER MATH SUBSTANTIAL COMPLETION PLANNED ON A 7 WEEK SCHEDULE. THE MECHANICAL AND ELECTRICAL SUBCONTRACTORS AND THEIR SUBCONTRACTORS ARE UNDER THE OBUGATLON TO PROCEED WITH THERR WORK AT SUCH A PACE THAT PROGRESS IN NOT IMPEDED AND ALL WORK UNDER THEIR CONTRACTS WILL BE COMPLETED WITH THE GENERAL CONTRACT. ARTICLE 10: PROTECTION OF PERSONS AND PROPERTY 10.1 THIS CONTRACTOR AND THE RESPONSIBLE SUBCONTRACTOR SHALL MAINTAIN BE RESPONSIBLE FOR AND KEEP 11 PROPER ORDER ALL BARRICADES. SIGNAL LIGHTS,. ETC. FOR THE PROTECTION OF THE GENERAL PUBLIC AROUND 115 OWN EXCAVATIONS AND ON HIS OWN BUILDING MATERIALS STORED IN THE SiREEiS OR ON THE PREMISES. ARTICLE 11: INSURANCE 11.1 EACH CONTRACTOR SHALL PURCHASE AND MARIAN ALL INSURANCE AS SPEARED UNDER DXHIBIT A. ARTICLE 1.1 OF THE SCHEDULE OF INSURANCE ATTACHED TO THE *MIAMI/ TO BID. CERTIFICATE OF INSURANCE SHALL BE ISSUED TO THE OWNER BY CONTRACTOR AND ALL 11.3.1 IF BY THE TERMS OF THIS INSURANCE ANY MANDATORY DEDUCT1BLES ARE REQUIRED, THE CONTRACTOR SHALL BE (RESPONSIBLE FOR PAYMENT OF SUCH MANDATORY DEDUCTIBLES N THE EVENT OF A PAID CM. SHOULD THE OWNER ELECT TO INCREASE ANY MANDATORY DEDUCTIBLES OR PURCHASE DEDUCTIBLES NOT OTHERWISE REQUIRED, OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF SUCH ADDITIONAL DEDUCTIBLE AMOUNTS. 11.3.6 IN WAMNG RIGHTS OF RECOVERY UNDER TERMS OF THIS SUBPARAGRAPH, THE TERM OWNER SHALL BE DEEMED TO INCLUDE HIS MM US AND THE ARCHITECT MD HIS EMPLOYEES AS THE OMANER'S REPRESENTATIVE, AS PRONDED IN THE CONTRACT DOCUMENTS. WORKMAN'S COIPENSAiUON- REFER TO SCHEDULE OF INSURANCE EMPLOYER'S UMW- REFER TO SCHEDULE OF INSURANCE CONTRACTORS C MPREEINSNE- GENERA. LLAIEIWY (SAME OF AGGREGATE) - REFER TO SCHEDULE OF INSURANCE BODILY INJURY: EACH OCCURRENCE - REFER TO SCHEDULE OF INSURANCE AGGREGATE - REFER TO SCHEDULE OF INSURANCE PROPERLY MIME: INCLUDING COMPLETED OPERATION BREAD FORA EACH OCCURRENCE - REFER TO SCHEDULE OF INSURANCE AVGGREGAIE - REFER TO SCHEDULE OF INSURANCE PERSONAL INJURY: EAACH PERSON ACGREGAAIE - REFER TO SCHEDULE OF INSURANCE GENERAL AGGREGATE - REFER TO SCHEDULE OF INSURANCE CONTRACTOR'S COMPREHENSIVE AUTOMOBILE WSW COMBINED SNNGLE LIMIT EACH OCCURRENCE - REFER TO SCHEDULE OF INSURANCE ML + i Pa FOR $III CHANGE `HALL BE MADE TO OWNER BY CHANGE ORDER. OWNER SHALL REVIEW AND APPROVE ALL CHANGE ORDERS. 3. DRAWINGS AND SPECFICMIONS ARE COYPUYENTAIRY AND MN IiEMM INNCIJDED N ONE IS ASSUMED TO BE PART OF BOTH. WHERE THERE IS A QUESTION OR CONFLICT N THE DOCUMENTSS, THE OWNER SHALL BE MITRED AND SHALL PROVIDE THE FINAL iNTERPRETATION. 0101 SUJiMMARY OF WORK A DESCRIPTION 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION INDICATED ON THESE CONSTRUCTION DOCUMENTS. MATH FINAL APPROVALS OF Al WORK (AS REQUIRED) BY THE O D ER 2. THE CONTRACTOR RESPONSIBLE FOR TIE PORTION OF THE WIORIC REQUIIRiNG INSPECTIONS BY GOVERNMENT MEAT AGENCES, ARE CHARGED WITH REQUESTING ALL SUCH INSPECTIONS MD PAYING FOR ANY FEES CONNECTED THE 3. CLOSE COORDINATION WILL BE REQUIRED BETWEEN GENERA, IECHWIC,AL MD ELECTRICAL CONTRACTORS. R STW.L BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE SCHEMING AND PHASING OF CONSTRUCTION. THE OWNER SHALL DESIGUM ONE PERSON TO BE RESPONSIBLE TOR COORDINATION WITH GENERAL CONTRACTORS SUPERNTEN ONE 4. CLOSE COORDINATION OF FINAL EQUPMFLNI COMMON REQUIREMENTS AND CONDITIONS NIL BE NECESSARY ON THIS PR10JECT. ENGINEERING OF GASS, ELECTRIC, WATER AND SEWER AID VENRATiON SERVICES MAY WRY WITH FINAL SELECTORS. SUCCESSFUL CONDUCTORS SHALL WORK CLOSELY um EQUIPMENT SELECTED AND COORDINATE ALL CHANGES 'THROUGH THE ENGINEER. 5. CONTRACTORS STULL I UEDMTELY UPON ENTER IG PROJECT SITE FOR PURPOSE OF BEGINNING NOW, LOCATE ALL GENERAL REFERENCE PONS AND TAKE SUCH ACTION AS IS NARY TO PREVENT THER DESTRUCTION, LAY OUT HIS OIMN WORK AND BE RESPONSE FOR All PAVNG, UTIIiES. AND OTHER 1MRK EXECUTED BY HO1 UNDER THE CONTRACT. HE MUST EXERCISE PROPER PRECAUTION TO VERIFY FIGURES SHOWN ON DOINGS BEFORE LAYING OW WORK MD MIL BE HELD RESPONSIBLE FOR ANY B OR RESULTING FROM ITS FA LIRE TO EXERCISE SUCH PRECAUTION. 0107 CUTTING AIM PAATOWG A. DESCRIPTION 1.110RK iICLIAED: THIS SECTION ESTABLISHES MEWL REQUIREMENTS PERTM*NG TO CANING (INCUDIIG E CAaATING) FITTING AND PATO.NG OF THE WORK REQUIRED TOE - SiTE EXCJIM11011, GRADING ARM BACK FILING - PERMIT. UNDERGROUND NSTMIAUON OF RL INIG MECHANICAL AND ELECTRICAL 2AONTWAC[ORS RESPONSIi iY: GEiERA_ CON TRACTOR% DEMNOUT10N CONTRACTOR ILL FERRAN ALL iEW FLOOR CUTTING AND REMOAAL OF SPOILS` GENERA. CONTRACTOR'S ROOFING CONTRACTOR all PROVIDE ALL ROOFING WORK UNLESS O E RINSE SPECIFIED WiWI. ORAL CONTRACTORS CONCRETE CONTRACTOR MIL PROVIDE AIL CONCRETE FORM IVORK AND POURING • B . C. 3. SUBCONTRACTOR'S RESPONSIBIUIY: PLUMBING, ELECTRICAL AND MECHANICAL CONTRACTOR SHALL PERFORM REQUIRED EXCAVATION PRIOR TO CONCRETE WORK TO COMPLETE HIS WORK AND BACKFILL AS REQUI RED. ALL OPENINGS IN ROOF SHALL BE BY PLUMS. MECHANICAL AND ELECTRICAL CONTRACTOR DOING WORK. ELECTRICAL. CONTRACTOR TO SEAL HIS OWN ROOF JACKS. PRODUCTS 1. MATERIALS: FOR REPLACEMENT OF WORK REMOVED USE MATERIALS WHICH COMPLY WITH THE PERTINENT SECTIONS OF THESE SPECIFICATIONS. EXECUTION 1. INSPECTIONS: INSPECT EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO MOVEMENT OR DAMAGE DURING EXCAVATNG, BACKFLUNG, AND PATCHING. AFTER UNCOVERING INSPECT CONDITIONS AFFECTING NSTAUATION OF NEW WORK. 2. PERFORMANCE PERFORM ALL REQUIRED EXCAVATNG, BACKFILINZG MIN COMPACTING AS REQUIRED UNDER PERTINENT SECTIONS OF THESE SPECIFICATIONS. PERFORM CUTTING AND DEMOLITION BY METHODS. WHI ; I WILL PREVENT DAMAGE TO OTHER PORTIONS OF THE WORK AND WILL PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OF REPAIR AND NEW WORK. PERFORM MINNG AND ADJUSTMENT OF PRODUCTS TO PROVIDE FINISHED NSTAUAT1ON COMPLYING WITH THE SPECNiED TOLERANCES AND FINISHES. 3. PROVIDE DONYEUNG. PINNING AND OTHER REINFORCING AT AU. AREAS OF CONCRETE PATCHING. AT A MINIMUM CONTRACTOR TO UINIZE #4 DOWELS 012 O.0 EPDXY GROUT 6' INTO EXISTING SUB OR AS OTHERWISE INDICATED OR APPROVED IN WRNS BY ARCHITECT. 0108 APPLICABLE STANDARDS A 1. DESCRIPTION WORK INCLUDED: THROUGHOUT ME CONTRACT DOCUMENTS, REFERENCE iS MADE TO CODES AND STANDARDS WHICH ESEABUSH QUALITIES AND TYPES OF WORKMANSHIP AND MATERIALS. AND WHICH ESTABLISH METHODS FOR TESTING AND REPORTING ON THE PERTINENT 2. RELATED THESE SPECIFI WORK CATIONS 0 . USLIMERE: SPECIFIC NAMING OF CODES OR STANDARDS OCCURS ON E DRAWINGS AND IN OTHER SECTIONS OF 3. QUALITY ASSURANCE: A. FAMILIARITY WITH PERTINENT CODES AND STANDARDS: IN PROCURNG ALL ITEMS USED IN THIS WORK iT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY THE DETAILED REQUIREMENTS OF THE PREVALNG CODES AND STANDARDS AND TO VERIFY THAT THE ITEMS PROCURED FOR USE IN THE WORK MEET OR EXCEED THE SPECIFIED REQUIREMENTS. B. REJECTION OF NON - COMPLYING ITEMS: THE OWNER RESERVES THE RIOT TO REJECT ITEMS INCORPORATED INTO THE WORK, WHICH FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS. THE OWNER FURTHER RESERVES THE RIGHT AND WITHOUT PREJUDICE TO OTHER RECOURSE THE OWNER MAY TAKE, TO ACCEPT NON - COMPLYING ITEMS SUBJECT TO AN ADJUSTMENT IN THE CONTRACT AMOUNT AS APPROVED BY THE OWNER. C. APPLICABLE STANDARDS LISTED IN THESE SPECIFICATION INCLUDE, BUT ME NOT NECESSARILY LIMED TO STANDARDS PROMULGATED BY THE FOLLOWING AGENCIES AND ORGANIZATION: AMERICAN INSTITUiE OF STEEL CONSTRUCTION (AISC) AMERICAN NSTITUTE OF TIMBER CONSTRUCTION (ARC) AMERICAN NATIONAL STANDARDS NSiITUTE (ANSI) AMERICAN PLYWOOD ASSOCIATION (APA) AMERICAN SOCIETY OF TESTING AND MATERIALS (AMA) AMERICAN WELDING SOCIETY (AIMS) ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION (AMA) ARCHITECTURAL WOODWORK INSTITUTE (AWL) INTERNATIONAL BUILDING CODE (IBC) COMMERCIAL SPECIFICATIONS (CS) CONCRETE REINFORCING STANDARDS I1SITTUTE (CSI) NATIONAL ACOUSTICAL CONTRACTORS ASSOCIATION NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMA) NATIONAL BUILDERS HARDWARE ASSOCIATION (NBHA) NATIONAL CONCRETE MASONRY ASSOCIATION (NFPA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) NATIONAL SANITATION FOUNDATION (NSF) NATIONAL WOODWORK MANUFACTURERS ASSOCIATION (NWMA) ow.' TILE COUNCIL OF AMERICA (TG) UNDERWRITER LABORATORIES (UL) 0120 PROJECT WfTINGS A DS: 1. WORK INCLUDED: TO ENABLE ORDERLY REVIEW DURING PROGRESS OF THE WORK, AND TO PROVIDE FOR SYSTEMATIC DISCUSSION OF PROBLEMS, THE OWNER WILL CONDUCT PROJECT MEETINGS THROUGHOUT THE CONSTRUCTION PERIOD. 2. RELATED WORK DESCRIBED ELSEWHERE: THE CONTRACTOR'S RELATIONS WITH HIS SUBCONTRACTORS AND MATERIALS SUPPLIERS. AND DISCUSSIONS RELATIVE THERETO, ARE THE CONTRACTORS RESPONSBI TY AND ARE NOT PART OF THE PROJECT MEETINGS CONTENT. 3. QUALITY ASSURANCE: PERSONS DESIGNATED BY THE CONTRACTOR TO ATTEND AND PARTICIPATE IN THE PROJECT MEETINGS SHALL HAVE ALL REQUIRED AUTHORITY TO COMMIT THE CONTRACTOR TO SOLUTIONS AGREED UPON iN THE PROJECT LEONNGS. B. PRODUCTS NOT WPPUCAABLE C. !EXECUTION 1. PROGRESS MEETINGS: PROGRESS MEETINGS SHALL BE HELD ON THE SITE TO REVIEW QUESTIONS AND PROBLEMS. THIN GENERAL, WC, PL MBING AND ELECTRICAL CONTRACTORS SHALL SCHEDULE A REPRESENTATIVE TO BE PRESENT AT THIS MEETING THE OWNER, EQUIPMENT SUPPLIER AND VARIOUS FINISHING CONTRACTORS SHALL BE PRESENT AT THESE MEETINGS FOR DISCUSSION OF PROBLEMS AND COORDINATION AS REQUIRED. 0130 SUBMITTALS A. DESCRIPTION: 1. SCOPE OF WORK: THIS SECTION DEFINES PROCEDURE FOR FOLLOWING SUBMITTALS REQUIRED BY THE CONTRACT DRAWINGS. B. PRODUCTS 1. SHOP DRAWINGS, EQUIPMENT BROCHURES, AND PRODUCT DATA: A. REQUIRED SUBMITTALS OF SHOP. FABRICATION, OR ERECTION DRAWINGS. EQUIPMENT BROCHURES AND/OR PRODUCT DATA, COMPOSITE SYSTEMS C MDSE BY ONE OR MORE OR SUPPLIERS) AND SIMILAR INFORMATION SHALL BE SUBMITTED N ACCORD WITH THIS B. SHOP DRAWINGS SHALL MEAN ALL SWIM TYPES OF PRODUCT DATA, INCLUDING SPECIALLY PREPARED DRAWINGS. STANDARD PRINTS. BROCHURES AND OTHER DIVE DATA. C. THE CONDUCTOR SHALL SUBMIT SHOP DRAWINGS TO THE ONER MATH SUCH PROMPTNESS AS TO CAUSE NO DELAY 11 HIS WORK OR THE WORK OF ANY OTHER CONTRACTOR OR SUBCONTRACTOR ON THE PROJECT: ADEQUATE TiME SHALL BE ALLOWED FOR CHECKING BY THE OWNER. D. REFER TO GENERAL CONDITIONS AND SECTION 0101 FOR COORDINATION AND COOPERATION OF CONTRACTORS. THE CONTRACTOR SHALL COOPERATE WRH ALL OTHER CONTRACTORS AS MAY BE REQUIRED TO COORDINATE THE WORK WiTH ILL CONTRACTORS AND SHOP DRAWINGS SHALL BE PROVIDED OR EXCWNGED AS NECESSARY OR BENEFICIAL TO TIE COORDINATION EFFORT WiTH THE EXCHANGE DIRECTLY BY THE CONTRACTORS INVOLVED. TRANSPARENCIES WILL NOT BE REQUIRED FOR CATALOGUE CUTS. EQUINE''' BROCHURES OR SIMILAR ITEMS HiOWEVER LAYOUT DRAWINGS SHALL BE PREPARED WHERE NECESSARY OR REQUIRED BY THE OWNER. SUCH ITEMS SHALL BE SUBMITTED N A MINIMUM OF THREE (3) COPIES, UNLESS OTHERWISE SPEWED. F ACCEPTABLE THE COPIES WILL BE SO STAMPED AND TWO (2) COPIES RETURNS) TO THE CONTRACTOR IF NOTATIONS INDICATE REVISION OF DATA IS REQUARED, RESUBMIT AS DIRECTED. THE CONTRACTOR SHALL NOT FURNISH. FABRICATE, PROCEED WiTH OR INSTALL WORK UNTIL SHOP DRAWINGS RECEIVE FINAL ACCEPTANCE. 2. SAMPLE'S: DELIVER SAMPLES OF MATERIALS„ EQUIPMENT, ASSEMBLES AND COMPONENTS AS REQUIRED BY SPECIFICATIONS TO OWNER (OR OTHER DESIGNATED LOCATION) WITH DELIVERY COSTS PREPAID. AT OWNER'S DIRECTION, REMOVE SAMPLES AFTER APPROVAL SAMPLES SHALL BE OF LIKE KIND TO THE PRODUCE TO BE PROVIDED FOR BUILDING MD SHALL HAVE FINISH AND OTHER CHARACTERISTICS REQUIRED BY WORK. SAMPLES SHALL INDICATE TYPE OF CONSTRUCTION AND QUALITY PROPOSED FOR QESTALATBON N THE PROJECT. 3. OTHER SUBLIFFALS: PROVIDE OTHER REQUIRED SUBWTTAS AS SPECIFIED. N PARTICULAR PAYMENT REQUESTS UABIITY INSURANCE TESTING AND INSPECTION F REQUIRED REPORTS CERTIFICATES SAMPLES GUARANTEES SE INCLUUDI (INCLUDING ROOF MA1NiENANCE AND GUARANTEE F REQUIRED) FULL AND PARTIAL INN WAVERS 0171 MEANING A. OE'SCRIPTIONt 1. SCOPE OF WM: THROUGHOUT THE CONSTRUCTION PERIOD. MAINTAIN THE WRONGS AND SiTE N A STANDARD OF O.E NIINESS AS DESCRIBED N THIS =non. 2. RELATED WORK: N ADDITION TO STANDARDS DESCRBE) N THIS smart COMPLY WITH ALL REQUIREMENTS FOR (WAND UP AS DAD N VARIOUS OTHER SEOiiONS OF THESE SPECIFICATIONS- 3. CODES OF STANDARDS N MORTON 10 THE STANDARDS DESCRIBED N THIS SECTION, COMELY WITH ALL PERTINENT REQUIREMENTS OF G) E RMIENTAL MERCIES KWIC JULRISDHCHONL a PRODUCTS 1. CLEANING MIRK NO EQUIPMENT: PROVIDE ALL REQUIRED PEIMMEL EQUIPMENT, AND MiAIEMMS NEEDED TO HARM THE SPECFED STANDARD OF 2. COMAPATIIUNY: USE ONLY THE CLEIJ 1G MATERIALS AND EQUIPMENT, LURCH ARE COIMPATIB E RUH THE SURFACE BEING CLEANED, AS RECOMMENDED BY THE MANUFACTURER OF THE MMAJUTAL OR AS APPROVED 8Y THE OMNtR. C. EXECUTION 1. PROGRESS CIEPLI NGt A. RETAIN ALL STORED ITEMS N AN ORDERLY PRIANGEMENT ALLOWING MOM ACCESS, NOT RIMING ORAIWIGE OR TRNAFFIC AID? PROUIDING THE REQUIRED PROTECTION OF MATERALS. B. DO NOT MAW 11E AOCUYIAA1lON OF SCRAP, DEBRIS WASTE INTERN. AID OTHER OEMS HOT REWIRED FOR CONSIFM1CTION OF THIS BORE 2.911: IMAM 1HE SITE N A NEAT MD ORDERLY COiDINN AT ALL DM 3. SIRUCiUItRES iNSPECTi THE STRUCTURES AVID PICK UP ILL Sc, RAP DEBT, NO WASTE MATERIAL REIM ALL SUCH REINS TO DE PLACE DESiGNM1ED FOR DER STOW 4. F1MM. CLEMINGt A. MEFNIIONN INCEPT AS OTHERWSE SPECFICAILY PROVIDED, T:LENC (FOR THE PURPOSE OF INS ARTICLE) SHALL BE IRKRPRETED As MMFANl1NG THE LEVEL OF CLEARNESS GEIER/LEY PROVIDED BY SKILLED CLEANERS USING COMMLERCAL QUALITY BUILDING WWIEM E WWMEI T AND MATERIALS. • • 8. GENERAL PRIOR TO COMPLETION OF THE WORK, REMOVE FROM THE JOB SUE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS. AND WASTE. C. INTERIOR: VISUALLY INSPECT ALL INTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIAL SMUDGES, AND OTHER FOREIGN MATTER. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. REMOVE ALL PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM FINISHED SURFACES. USE ONLY THE SPECIFIED CLEANING MATERIALS AND EQUIPMENT. 0320 CONCRETE RENFORCEMENT A DESCR PEON: 1. WORK INCLUDED: THIS WORK SHALL CONSIST OF FURNISHING RENFORCING STEEL, BAR SUPPORT, WELDING TOOLS, SUPPLIES, EQUIPMENT AND SERNCES AND PLACING OF CONCRETE REINFORCEMENT IN THE SHAPE AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS, AND AS CALLED FOR IN THESE SPECIFICATIONS. 2. STORAGE STORE REINFORCEMENT AT THE JOB SITE IN A MANNER TO PREVENT DAMAGE AND ACCUMULATION OF DiRT AND EXCESSIVE RUST. 3. REFER TO SECTION 0107 CUTTiNG AND PATCHING FOR DOWELING AND PINNING REQUIREMENTS ON CONCRETE PATCHING. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. 0330 CAST IN PLACE CONCRETE A. DESCRIPTION: 1. WORK INCLUDED: PROVIDE ALL CAST-IN-PLACE CONCRETE, COMPLETE, N PLACE AS INDICATED ON THE DRAWINGS SPECIFIED HEREIN AND NEED FOR A COMPLETE AND PROPER INSTALLATION. 2. REATED WORK: CONCRETE REINFORCEMENT SECTION 0320 3. PROTECTION: USE ALL MEANS NECFSSSSARY TO PROTECT THE MATERIALS OF THIS SECTION BEFORE, DURING AND AFTER INSTALLATIONS AND TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES. 4. REPLACEMENTS: IN THE EVENT OF DAMAGE, IMMEDIATELY MACE AL REPAIRS AND REPUCEMMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT, AND AT NO ADDITIONAL COST TO THE OWNER. 5. TESTS: PROVIDE ARCHITECT WITH WRITTEN REPORTS ON CONCRETE STRENGTH TESTS. A. FOOTINGS: MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI AT 28 DAYS. PROVIDE TWO TESTS OF FOOTING. B. INTERIOR SLABS: MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. PROVIDE TWO TESTS OF INTERIOR SLABS. C. EXTERIOR STOOPS, WALKS AND CURBS: MAINIIUM COMPRESSIVE STRENGTH AT 4,000 PSI AT 28 DAYS. (AIR ENTRAINED AS PER AWN C -280). 6. RETEMPERING OF CONCRETE WILL NOT BE PERMITTED. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. 0420 MASONRY A DESCRIPTION 1. WORK INCLUDED: BRICK MASONRY REQUIRED FOR THIS WORK IS INDICATED ON THE DRAWINGS. 2. QUALITY ASSURANCE: USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY LY TRAINED AND EXPERIENCED N THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WRH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. PROVIDE AT LEAST ONE SKLLED JOURNEYMAN MASON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL PERSONALLY DIRECT AU. WORK PERFORMED UNDER THIS SECTION. 3. PRODUCT HANDLING: USE Al MEANS NECESSARY TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT OF DAMAGE. IMMEDIATELY MACE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. B. MATERIALS: 1. ARCHITECTURAL BRICK SHALL MATCH BUILDING STANDARD. 2. SHRINKAGE KAGE OF TUCK SHALL NOT EXCEED THE AMOUNT RECOMMENDED IN ASDI C 426. 3. WATER CONTENTS: AT THE TIME OF DELIVERY TO THE JOB SITE, CONCRETE MASONRY UNITS SHALL HAVE A VALUE 14 WEIGHT OF CONTAINED WATER, OF NOT MORE THAN 35X OF THE FULLY SATURATED CONTENT FOR THE UNiT TESTED. SHIP ALL UNITS FROM THE FACTORY, AND STORE AT THE JOB SITE VIM ALL NECESSARY PROTECTION TO PREVENT INCREASE OF WATER CONTENT FROM RAIN AND OTHER SOURCES. 4. MORTAR ALL MORTAR FOR BRICK SHALL CONFORM TO ASTM C -476 AND SHALL HAVE A COMPRESSIVE STRENGTH OF 1800 PSI IN 28 DAYS, COLOR AS SELECTED BY THE ARCHITECT. 5. REINFORCEMENT STEEL: PROVIDE REINFORCEMLM STEEL AS INDICATED ON THE DRAWINGS AND N CONFORMANCE MATH THE REQUIREMENTS OF THESE SPECIFICATIONS. 6. GROUT PROVIDE TRANSIT MIXED GROUT COMPLYING WiTH ASiM C94, AND CONSISTING OF ONE PART PORTLAND CEMENT. 2 -1/2 PARTS SAND, TWO PARTS GRAVEL, AND ADEQUATE WATER TO PRODUCE A CONCRETE OF APPROXIMATELY TEN INCHES SLUMP. 7. ADMIXTURE: PROVIDE "&JCOM NET GA" OR AN EQUAL APPROVED BY THE OWNER. IN ALL GROUT FOR HIGH -LIFT, FOLLOWING MANUFACTURER'S RECOMMENDATIONS FOR AMOUNT AND PROCEDURES. 8. OTHER MATERIALS: ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK OF THIS SECTION, SHALL BE AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER. C. EXECUTION 1. INSPECTION EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED UNTiL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. COORDINATION: CAREFULLY COORDINATE WITH ALL OTHER TRADES TO ENSURE PROPER AND ADEQUATE INTERFACE OF THE WORK OF OTHER TRADES WITH WORK OF THIS SECTION. 3. MO RS MORTAR: USE A MECHANICAL MIXER OF ONE SACK MINIMUM CAPACITY. MIX MORTAR FOR AT LEAST THREE MINUTES AFTER ALL MATERIALS HAVE BEEN ADDED. MIDI ONLY AS MUCH MORTAR AS CAN BE USED N ONE HOUR AFTER WATER HAS BEEN FIRST MIXED INTO THE BATCH. DO NOT RETEMPE7R MORTAR. 4. INSTALLATION: LAY UP ALL WALLS IN RUNNING BOARD, PLUMB, LEVEL, AND TRUE TO THE LINES AND DIMENSIONS SHOWN ON THE DRAWINGS. DO NOT USE CHIPPED OR BROKEN UNITS. E ANY SUCH UNITS ARE DISCOVERED IN THE FINISHED WALL, THE ARCHITECT MAY REQUIRE THEIR REMOVAL AND REPLACEMENT WiTH NEW UNITS AT NO ADDITIONAL COST TO THE OWNER. 5. DAMPENING: STORE ALL MASONRY UNITS ON THE JOB SO THAT THEY ARE KEPT OFF THE GROUND AND ARE PROTECTED FROM RAIN OR SNOW. WETTING THE UNIT'S WILL NOT BE PERMITTED EXCEPT WHEN HOT AND DRY WEATHER EXISTING CAUSING THE UNITS TO BE WARM TO THE TOUCH. AND THEN ONLY THE SURFACE MAY BE WETTED WITH A MT FOG SPRAY. 6. LAYING UP: PLACE ALL UNITS N MORTAR WITH FULL SHOVED BED AND HEAD JOINTS. ALIGN AL VERTICAL CELLS TO MANTAN A CLEAR, UNOBSTRUCTED SYSTEM OF FLUES. HOLD RACKING TO AN ABSOLUTE MINI UM. 7. REINFORCEMENT INSTALL ALL REI FORCEIENT AS INDICATED ON THE DRAWINGS. FULLY EMBED REiNFORCDENT IN (ROUT NOT N MORTAR JOINTS. PROVIDE ALL REQUIRED METAL ACCESSORIES TO ENSURE ACCURATE AUGMENT OF STEEL DURING GROUT FILING OPERATIONS. & TOOLING: TOOL ALL JOINTS TO A SMOOTH, DENSE FLAT SURFACE (FLUSH STRUCK). 9. GROUT: PERFORM ALL GROUTING N STRICT ACCORDANICE WITH THE PREVISIONS FOR HIGH-LIFT GROUTING. DO NOT GROUT UNTiL MASONRY HAS CURED AT LEAST 24 HOURS. CONSOLIDATE ALL GROUT AT TIME OF POURING BY PUDDLING WITH A MECHANICAL VIBRATOR, FILLING ALL CELLS OF THE MASONRY, AND THEN RECONSOLIDATING LATER BY PUDDLING BEFORE PLASTICITY iS LAST 0550 MISCELLANEOUS METALS A. 1. FURNISH AND INSTALL ALL MISCELLANEOUS METAL ITEMS WHICH INCLUDE BUT ARE NOT NECESSARILY MIRED TO THE FOLLOW* A. NON -DE AILED LOOSE LINTELS,, STRUCTURAL B. ANCHORS: EXPANSION BOLTS, EXPANSION SHIELDS, TOGGLE BOLTS, MOLLY SCREW ANCHORS, AS REQUIRED TO ALL MISCELLANEOUS METALS, B. MATERIALS 1. STEEL A-36. 2. PLATES ASIM 283, GRADE C . 3. SHOP COAT: IMAM #99-G OR HENTZGEN '4080'. C. INSTALLNION 1. WE JOINTS GROUND SMOOTH, WHENEVER POSSIBLE. a FELD CONTEMNS: BOLTED C. TOUCH UP ALL CONNECTIONS, ABRADED SURFACES AFTER NSTNLATTON. D. BENDS SHW.L E UNIFORM WITHOUT ?MIMES. E. ERECT UNITS PLUME, SQUARE AND TIGHT ALL CONDITIONS. 0610 ROUGH CARPENTRY A. OESCRPITONk 1. WORK IIWIJED: ALL LABOR AND MAIERW. NARY TO COMPLETE THE ROUGH CARPENTRY WORK, INCLUDING GUT NOT LIMITED TO THE FOLLOWING` A. ALL FRANC' AND SHEATH= AS REQUIRED BY THE DETAILS AND PLANS. 2. RELATED WORK FINISH CARPENTRY SECTION 0620. 3. QUALITY ASSURANCE PROVIDE SUFFICIENT WORIQMEN AVID SUPERVISORS WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMIMR WITH TIE TYPE OF CONSTRUCTION INVOLVED AND TIE MAIMS AND TECHNIQUES SPEWED. 4. PRODUCT NOLNG:: STORE ALL MATERIALS N SUCH A MANNER AS 10 ENSURE PROPER VDNRAJUON AND DRAINAGE AND TO PROTECT AGM& DAMAGE AND THE WADER. 5. REPLACEMENTS: N THE EVENT OF DAME, IMMMEDiATELY NIKE AL REPARS AND REPIACEENTS NECESSARY FOR THE APPROVAL OF THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. Bt PRODUCTS 1. BLOCIONG & PLATES N CONTACT WITH CONCRETE TO E 'MUMPS FR WESTERN LARCH OR WESTERN! HEMLOCK~ PRESERVATIVE TRAAED, MOISTURE CONTENT 19% TI MM MM FIRE RESISTAN T INS REQUIRED BY APPLCABLE CODES. SEE DRAWINGS. 2. FRAME' WIRER 19X MOST1RE CONTENT, FIRE R1SISTANR F REQUIRED BY CODE. SPECEICS DOUGLAS FR 0° !ARCM (M) SZE 2X 2X 2X 2X 2X SOUTHERN PiIE 2 X 2X Gen E _iNl. 4 (OR SLIMIER) CONSTRUCTION 1050 6 (OR LARGER) 12 (OR BETTER) 1250 4 (OR SWLLER) CONSTRUCTION 1050 6 (OR LARGER) 12 (OR BETTER) 1250 2X4 (OR SM LER)12(ORBEiiFR)1150 6 ( OR URGER) ft (OR BETTER) 1200 4 (OR L ER) CONSTRUCTION 1000 6 (OR LARGER) f2 (OR BETTER) 1200 • I • REVIEWED PL�CE APPROVE C� dVED R OA 1tXW ILDIN 0 Tit INSTALI.AHON OF • c, l's, 1 - f .r. • I t .. � ....�i..- _•. .: : i BAKERY CAFE: • #1215 SYSTEM: G2IW RM) { PROTOTYPE I*'OA 0 _°' V 8 � Z LI V T =W � ceY, LLB I LEO S W ft REGIS -ICRT.) ARCHITECT i ISSUE DATE: 3-247 PROJECT RIMER ACE -506 DRAWN B ,ES cwt t YS Olt 00 CM RA ITT F 9 • , I � t • ARCHITECTURAL SPECIFICATIONS 3. PLYWOOD SHEATHING: A. WALL SHEATHING: , 5/8 - AND ' CO INTERIOR, APA EXTERIOR GLUED, INDEX 32/16. NAILING TO BE 8D OR 6D (DEFORMED) AT 6' O.C. AT EDGES AND 12' O.C. AT INTERMEDIATE SUPPORTS. PROVIDE MADE PLYWOOD IN AREAS AND SIZES INDICATED ON DRAWINGS AND FINE RESISTANT AS REQUIRED BY APPLICABLE CODES. B. EXECUTION: 1. INSPECTIONS: EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITION DETRIMENTAL TO THE PROPER AND TIMELY CO PLEBON OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. WORKMANSHIP: ALL ROUGH CARPENTRY SHALL PRODUCE MEMBERS TRUE, T1GIR, AM WELL WED, WITH ALL MEMBERS ASSEMBLED IN ACCORDMICE YMII THE DRAWINGS AND WITH ALL PERTINENT CODES AND REGULATIONS. 3. SELECTION OF LUMBER PIECES: CAREFULLY SELECT ALL MEMBERS. SELECT (NOMINAL PIECES SO THAT KNOTS AND OBVIOUS DEFECTS WILL NOT INTERFERE WITH PLACING DOLTS. PROPER NAILING AND MAKING CONNECTIONS. 4. SHIMMING: DO NOT SHIM SILLS, JOISTS, SHORT STUDS, 'ROAMERS, HEADERS, LINTELS, OR OTHER FRAMING COMPONENTS. 5. TREATED LUMBER: USE ONLY TREATED LUMBER FOR ALL WOOD BUCKS AND NAILING GROUNDS (OTHER THAN FOUNDATION GRADE WIIH CONCRETE. 6. BLOCKING: I INSTALL ALL BLOCKNG TO SUPPORT ALL ITEMS OF FINISH AND TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL AND HORIZONTAL BEiWEEN CEIJNG MID FLOOR AREAS. 7. ALIGNMENT ON ALL FRAMING MEMBERS TO RECEIVE A FINISHED WALL OR COLNG. ALIGN ADJACENT FRAMING AND FURRING Mme. 8. INSTALLATION OF PLYWOOD: PLACE ALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND CONTINUOUSLY OVER AT LEAST TWO SUPPORTS EXCEPT WHERE OTHERWISE SPECIFICALLY INDICATED ON THE DRAWINGS. 9. PROTECTION OF PLYWOOD: PROTECT ALL PLYWOOD FROM MOISTURE BY USE OF ALL REQUIRED WATERPROOF COVERINGS UNTIL THE PLYWOOD WAS IN TURN BEEN COVERED WITH THE NEXT SUCCEEDING COMPONENT OR FINISH. 10. NAILING: USE ONLY COMMON WIRE NAILS OR SPIKES OF THE DIMENSIONS SHOWN ON THE NAILING SCHEDULE, EXCEPT WHERE OTHERWISE CALLED FOR ON THE DRAWINGS. 11. BOLTING: DRIFT HOLES 1/16' LARGER IN DiNER TAN THE BOLTS BEING USED. DRILL STRAIGHT AND TRUE FROM ONE SIDE ONLY. BOLT THREADS SHALL NOT BEAR ON WOOD. USE WASHERS UNDER HEAD AND NUT WHERE BOTH BEM ON WOOD USE WASHERS UNDER ALL NUTS. 12. SCREAMS: FOR LAG SCREWS AND WOOD SCREWS, PRE -BORE HOLES SAME DIAMETER AS ROOT OF THREAD, ENLARGE HOLES TO SHANK DIAMETER FOR LENGTH OF SHANK. SCREW, DO NOT DRIVE, ALL LAG SCREAMS AND WOOD SCREWS. 0620 FlNISHED CARPENTRY A. DESCRIPTION: 1. INSFALMATTON OF ALL MILLWORK ITEMS BY FINISH CARPENTRY SUBCONTRACTOR. 2. MILLWORK TO INCLUDE BUT NOT NECESSARILY UNITED TO ALL HARDWOOD TRW, MOLDINGS. PLASTIC COUNTERTOPS AT TOILET ROOMS, AND PLASTIC LAMINATE AT COUNTERS. 3. RELATED ITEMS BY OTHERS OR SPEC9iED ELSEWHERE. 0. FIXTURES AND EQUIPMENT BY EQUIPMENT SUPPLIERS. (SEE DRAWINGS). B. MATERIALS 1. ALL HARDWOOD TRIMS, BOARDS. MD MISCELLANEOUS TRIM TO BE SELECT GRADE AND SMOOTH FINISH. SIZES AND CONDITIONS AS NDICATED ON DRAWINGS. 2. WOOD MOWINGS. 3. WOOD DOORS AS SPECIFIED UNDER OMSION 8. 4. COUNTER TOPS AT TOILET ROOMS TO BE AS INDICATED ON FINISH AND MATERIAL SCHEDIAE. C. INSTALLATION: 1. INSTALL ALL ITEMS PROVIDED BY MLLLWORK CONTRAIX:IOR AS SPECIFIED UNDER 0620 (B) ABOVE, ALL DOORS AND FRAMES SPECIFIED UNDER DIVISION 8. AND ALL OMER RELATED ITEMS REQUIRING INSTALLATION. 2. FABRICATE TRIM IN SINGLE LENGTHS WiTTHOUT SPLICING WHERE POSSIBLE JOIN ONLY WHERE SOLID FASTENING CAN BE MADE 3. PROMDE BLOCKING WHERE REQUIRED FOR SECURING ITEMS IN PLACE. 4. ALL WORK TO CONFORM TO CUSTOM GRADE STANDARDS OF QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INDUSTRY, AWL 5. ALL CORNERS TO BE MITERED AND TO FIE' TIGHT AND SMOOTH. 6. KERF ALL OAK CAPS TO PREVENT WARPING. 0720 INSULATION/ROOFING A. DESCRIPTION: 1. WORK NCLUDED: PATCH/REPAIR ALL PENETRATIONS AND AREAS AFFECTED BY WORK IN EXISTING ROOF 2. PROTECTION: USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS OF THE SECTIONS BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE WORK AND MATERIALS OF ALL OTTER TRADES. 3. DELIVERY STORAGE: DELVER MATERIALS TO THE JOB SITE AND STORE IN A SAFE DRY PLACE WITH ALL LABELS INTACT AND LEGIBLE AT TIME OF INSTALLATION. 4. REPLACEMENTS: IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE OWNER B. AND AT NO ADDITIONAL (AST TO THE OWNER. 1. ROOF: ALL LABOR AND MATERIAL SHALL BE PROVIDED BY THE LANDLORD'S APPROVED ROOFING CONTRACTOR. 2. OTTER MATERWS: ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK OF THIS SECTION, SHALL BE AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF TIE OWNER. C. EXECUTION 1. INSPECTION: EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE INSTALLED. CORRECT CONDITIONS DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. INSTALLATIONS; INSTALL ALL RISILAl1ON IN ACCORDANCE MTH MANUFACTURER'S SPECIFICATIONS. 3. VERIFICATION: UPON COMPLETION OF THE INSTALLATION IN EACH AREA, VISUALLY INSPECT AND VERIFY THAT ALL INSULATION iS COMPLETE AND PROPERLY INSTALLED. 0790 CAULKING & SEALANTS A DESCRIPTION: 1. WORK INCLUDED: SUPPLY AND INSTALL ALL CAULKING AND SEALANTS WORK AS SHOWN ON DRAWINGS AND SPECIFIED HEREIN. THIS SHALL INCLUDE BUT NOT LIMED TO THE FOLLOWING: ALUIINUUMM ENTRANCE SYSTEM & WiIDOWS- SPECIFIED UNDER SECTION 0815 ALUMINUM ENTRANCE SYSTEM. TOW FIXTURES: CAULK BY PURlBING CONTRACTOR, COLOR- WHITE. WATER OR WASTE PENETRATIONS: CAULK BY PLUMBING CONiRACTOR. COLOR- WHITE (COMPRESSION CUP MAY BE PRIMED N LIEU OF CAULK) TILE CORNERS CAULK BY GENERAL CONTRACTOR. COLOR - TTUD TIE AT COOLER WALLS: CAULK BY GENERAL CONTRACTOR, COLOR 10D TiLE AT CUING GRIN: CAULK BY GENERAL CONTRACTOR, COLOR- 180 VANITY TOPS & WAITRESS STATION: CALK BY GENERAL CONiRACTOR, COLOR- CLEAR. PAPER TOWIEL DISPENSER CAULK BY GENERAL CONTRACTOR, COLOR- CLEAR. HOLLOW METAL DOORS: CAUNC BY GENERAL CONTRACTOR. COLOR- CLEAR HOOD WALLS: CAULK BY GENERAL CONTRACTOR, COLOR- 18D PASS THRU: CAULK BY GENERAL CONTRACTOR. COLOR- TBO DKTTRIOR SEALANTS: SEALANT BY GENERAL CONTRACTOR, COLOR - 1B0 B. MATERIALS 1. GENERAL INTERIOR CAULK ONE PART ACRYLIC LATE( CAUILK 90% SOLIDS 1 MW. USE AS RECOMMENDED BY MURMURER URFR AS GENERAL PURPOSE INTERIOR SEALANT ACCEPTABLE MANUFACTURER DOW CORNING. 2. JOINT BACKING: COMPRESSIBLE ROD OF MATERIAL AS RECOMMENDED BY SEALANT MANUFACTURER FOR JORNf TYPES AND WMDTHS INDICATED ON CONSTRUCTION DRAWINGS. 3. JOINT CLEANER. SEALERS AND PRIMER SHALL BE USED AS RECOMMENDED BY MANUFACTURER. C. INSTALLATION 1. JOINT BACKING MATERIAL SHALL BE A WIDTH GREATER THAN THE JOiT AS RECOMMENDED BY THE MANUFACTURER, TO GUARANTEE A TiGHT FIT WHEN FORCED MO PLACE 2. APPLY MATERIALS IN SINCE ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS: OBSERVE MANUFACTURER'S REQUREANITS REGARDING TEMPERATURE CONTROL.. USABILITY OF MATERIALS AND PROTECTION OF ADWACENf SURFACES INKING SEALING SURFACE SLIGHTLY CONCAVE FREE OF NOES AND SLAPS: UNIFORMLY SMOOTH AND SIM PERFECT ADHESION ALONG BOTH SIDES OF JOINI PROTECT PARCENT SURFACES FROM EXCESS MATERIALS LEAVE JOINTS IN A CLEAR NEAT CONDITION. DEFECTIVE JOINTS SHALL BE REMIOVED, CLEANED AND REPLACED AT NO AOOMOMAL COST TO THE OILIER. 3. SET HOLDS IN FULL BED OF CJAUUONG AM ANCHOR WITH DPANSION ANCHORS. 0810 HOLLOW METAL DOORS & FRAMES A. DE BON 1. REFER TO DOOR SCHEDULE FOR LOCATIONS AM TYPES OF DOORS REQUIRED. B. PRODUCTS 1. HOLLY META! FRAMES- GENERAL a COLD ROLLED 18 GAUGE LABELED FRAMES MERE REQUIRED. b. FRAMES SHALL RECEIVE IWO COATS OF RUST INHIBITIVE PAPER. PROVED THREE (3) RUBBER BUMPERS AT EACH DOOR. C. ALL FRAMES TO BE WELDED HOLLOW IEM. d. APPROVED MAMWACRLRE RS STEWICRAFT CEOOO, TRUUWELUI; ANEW MID FDESTRA 2. HOLLOW METAL FRAME'S - WIELDED (INTERIOR & EXTERIOR) a SAM MITER AM CONTINUOUSLY WIELD COWER JOINTS FOR FULL JM1B DEPTH MD SIDTH OF FRAME MD 1N. CONTACT EDGES SHALL BE CLOSED TILT HEEDS ON DXPOsED SURFACES DRESSED SMOOTH AND FLUSH. PROF COAT PANT: b. PRIME CTIPMLBER AT HiNGE CUTOUTS TO ALLOW WFOIE.Nl OF HINGES AFTER FRAME IS FRIED NTH GROUT. 3. KNOCKED DNII DRYWALL FRAMES (INTERIOR) a MIMES WAD AND JAMB. GOWER ARCED CONCEALED CUP. PRRIAM FIISH, REMY SHILL BE KNOCICDON4, DOUBIE RETURN BMX BEM OD PREVENT CURING INTO IMIL) FUISH MUNE MITER AT CORNER MISTED CONS. 4. MIMI METAL DOORS a. DOORS SWALL BE FLUSH DESIGN, OF SUE INDICAiED ON DOOR SOME b. CORE SHALL CONSIST OF STRUCTURPL HONEYCOMB OR SOIL POLYSTYRENE CORE i HEED TO BOTH FF ES G APPROVED MANUFACTURERS STEELCRAFT CECOO, 1R USSBLT, ANEW AMD FaNESTWA w • C. INSTALLATION 1. FRAMES. WHICH ARE SCHEDULED FOR LABEL CONSTRUCTION SHALL BE INSTALLED USING UI., APPROVED ANCFORNG. FRAMES SHALL BE PROPERLY PREPARED TO RECEIVE IL APPROVED HARDWARE AND SHALL HAVE PROPER LABEL ATTACHED AT THE FACTORY. 2. ALL FRAMES SHALL BE COMPLETED WiTH JAMB ANCHORS FOR ATTACHING TO MASONRY WALLS. OR OTHER ANCHORS AS REQUIRED BY 1HE PARTICULAR INSTALLATION. 3. AT THE TIME OF INSULIATTON, 11E DOOR JAMBS SHOULD BE HELD • OFF THE EXISTING CONCREiE FLOOR BEFORE QUARRY TILE IS INSTALLED. 4. INSTALL ALL HOLLOW METAL DOORS AND FRAMES ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 5. FALL ALL WELDED FRAMES WITH MORTAR AT MASONRY CONSTRUCTION. 0815 ALUMINUM ENTRANCE SYSTEMS A DESCRIPTION 1. FURNISH AND INSTALL ALL GLAZING, GLASS AND DOOR FRAMES. BARRIER BARS AND EXTERIOR WINDOW WALL SYSTEM INCLUDING AU. HMIDWARE, ACCESSORES AND CAULKING REQUIRED FOR A COMPLETE WATERTIGHT INSTALLATION AS DETAILED ON THE DRAWINGS AND HEREINAFTER SPECIFIED. 8. PRODUCTS 1. ALUMINUM COMPONENTS: 22,000 PSI PER ULTIMATE TENSILE STRENGTH ALLOY NOT LESS THAN 0.125 ' WALT. 1HICHUVESS. 1 -3/4 ' X 5' FRAME SIZE. 2. FASTENING: ALUMINUM, STAINLESS STEEL OR CADMIUM PLATED CARBON STEEL 3. WEATHERSTOP DOOR OPENINGS WITH BLACK PLOY -PILE WEATHER - STRIPPING. 4. GLASS STOPS: WITHOUT VISIBLE FASTENINGS SNAP -IN TYPE BLACK, FOR PUTTY LESS WING. 5. HARDWARE: REFER TO DOCUMENTS 6. FINISH: REFER TO DOCUMENT'S 7. DOORS TO BE NARROW STILE TO MEET APPLICABLE AAMA REQUIREMENTS CONCERNING SILLS. STRENGTHS. 8. CAULKING COLOR TO MATCH FRAME. 9. MANUFACTURERS: a DOORS AND FRAMES: MIARUTE, EFCA, SNEER, HOWiMET CORP., OR APPROVED EQUAL C. INSTALLATION 1. FABRICATE AND INSTALL EXTERIOR UNITS TO WITHSTAND WIND PRESSURE LOAD OF 26 POUNDS PER SQUARE FOOT OVER ENTIRE FRAME, AND PANEL AREA, ACTING INWARD AND OUTWARD. 0820 WOOD DOORS & WINDOWS a D S RIPTION 1. REFER TO DOOR SCHEDULE FOR LOCATIONS AND TYPES OF DOORS REQUIRED. 2. ON DOORS WHERE A FiRE RATING IS REQUIRED, PROVLOE ODORS WHICH HAVE BEEN TESTED AND RATED BY UL FOR SINGLE -POINT HARDWARE AND WHICH ARE CERTIFIED BY MANUFACTURER TO COMPLY WITH NFPA PAMPHLET NO. 80 'FIRE DOORS AND WINDOWS" FOR THE REQUIRED CLASS OR RATING. PROVIDE VENEER AND FINISH TO MATCH NON -FIRE RATED DOORS IN THE SAME AREA OF THE BUILDING. B. PRODUCTS 1. INTERIOR SOUD CORE FLUSH DOORS: a. STADARD THICKNESS VENEER AND HARDWOOD CROSS BANDING BONDED TO CORE WITH EXTERIOR RESIN GLUE. b. EDGFSTRPS: HARDWOOD 1 -1/2 ' SIDES AND 1 -1/4 ' TOP AND BOTTOM. c. FACE MATERIAL: PLAN SPICED RED GMMK. d. MANUFACTURED WEYERHHAEUSiR. 1. UL FIRE LABEL: MINERAL CORE DFM TYPE. 2. OTHER DOORS: REFER TO DOCUMENTS. C. INSTALLATION 1. ACGIJMATE DOORS TO BUILDING CONDITION BEFORE HANDLING 2. COMPLY WITH ALL RECOMMENDATIONS OF MANUFACTURER TO INSURE WARRANTY PROVISION SPECIFED. 3. TRiM MID FIT DOORS TO LEAVE EQUAL WIDTH STILES ON EACH SIDE TO FIT FRAMES WITH UNIFORM SPACE 1/8' AT FRAMES, ? ' AT FLOOR. 4. MAINTAIN CLEARANCES REQUIRED BY UL FOR ALL FIRE (LABELED) DOORS. 5. MAKE AL HARDWARE AS DETAILED AND N ACCORDANCE WITH APPROVED HARDWARE SCHEDULE 6. LOCATE HARDWARE AS DETAILED AND N ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. 7. DO ALL CUTTING ALTERING OF DOORS TO ACCOMMODATE LOUVERS, GLAZING. HARDWARE AND SIMILAR ITEMS WITHOUT IMPAIRING UiUIY OR STRENGTH OF DOOR. TEMPLATES SUPPLED ON REQUEST. 8. DOORS WHICH WARP AND ARE FOUND TO HAVE UNFINISHED EDGES OR OTHER DEFECTS WILL BE REJECTED. IMMEDIATELY REPLACE WITH NEW DOORS, PROPERLY HUNG AND FINISHED. 0870 FLASH HARDWARE A DESCR PTION 1. INSTALL ALL FINISH HARDWARE ON DOORS INDICATED ON DOOR SCHEDULE. 2. COORDINATION: HARDWARE TEMPLATES AND SCHEDULES SHALL BE SENT TO HOLLOW METAL MILLWORK WOOD DOOR SUPPLER TO COORDINATE THE NECESSARY PREPARATION. B. PRODUCTS 1. ALL HARDWARE TO MEET REQUIREMENTS LISTED IN THE DOOR SCHEDULE UNLESS OTHERWISE NOTED. 2. ALL ALUMINUM ENTRANCE SYSTEM HARDWARE ROLLING GRILLES & OVERHEAD FIRE DOORS & SHUTTER HARDWARE IS BY MANUFACTURER. C. INSTALLATION 1. MOUNT ALL HARDWARE UNITS AT HEIGHTS RECOMMENDED IN "RECOMMEND LOCATIONS FOR BUILDERS HARDWARE' BY NOHA. EXCEPT AS OTHERWISE SPECIFICALLY INDICAiED OR REQUIRED TO COMPLY WITH GOVEiRNING HANDICAPPED REGULATIONS. THESE SHALL BE AS FOLLOWS: a. LOCK SETS AM LATCH SETS- 40' b. ENT DEVICE CROSSBAR- 37' c. CENTER OF DOOR PULL- 42' d. CENTER OF PUSH PLATE- 48" e. DEADLOCK- 60' 2. INSTAL_ HiARDWARE ITEMS COMPLYNG WITH MANUFACTURER'S INSTRUCTIONS AND RECOM UENDATIONS. REMOVE HARDWARE FROM SURFACES TO BE FINISHED AFTER INSTALLATION AND STORE UNITS SURFACE FINISH IS APPLED, REINSTALL 3. ADJUST EACH OPERATING ITEM OF HARDWARE TO INSURE PROPER OPERATION OF FUNCTION OF UNiT. LUBRICATE MOVING PARTS AS RECOMMENDED BY MANUFACTURER. 4. INSTALL ALL WEATHER STRIPPING N STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. FT WEATHER-STRIPPING TIGHTLY AT CORNERS TO MAiNTAN CONTINUITY AROUND PERIPHERY OF DOOR. 5. GLEAN HARDWARE AS RECOMMENDED BY MANUFACTURER. 0880 GLASS & GLAZING A. DESCRIPTION 1. FURNISH AND INSTALL ALL GLASS INDICATED ON THE DRAWINGS AND SPECIFIED IFRRSH. B. MATERIALS 1. GLAZING COMPOUND: a. (TF-P- 7811 TYPE 1 OR TYPE 2 NYUMM AND ACCESSORIES SUCH AS POINTS, SETTING BLOCKS, SHIMS, STOP BEADS, ANGLES. WIRING SPRING CUPS SHALL BE THE TYPE RECOMMENDED BY THE GLASS MANUFACTURER. C. TYPES: 1. 5/8 ' TEMPERED INSUEATNG GLASS N EXTERIOR ALUMINUM DOORS. COLOR TO BE SELECTED BY OWNER. 2. 1' INSULATING GLASS. COLOR TO BE SELECTED BY OWNER. D. INSTALLATION 1. PERFORM Al GLAZING WORK N ACCORDMCE WiTH THE IMINUM STANDARDS OF THE FiAT GLASS JOBBERS ASSOCIATION (FGJA) GATING WHUAL 2. ALL GLASS FACTORY LABELED ON EACH PANE. DIMENSIONS SHOWN ON DRAWINGS ARE EVEN ONLY AS A GUIDE E FOR ESi1MATING PURPOSES,, AND ACTUAL SUE SHALL BE DETERIMNED BY MEASUREMENT OF THE ACTUAL OPENINGS. GLASS SHWA_ BE ACCURATELY CUT TO RT THESE OPENINGS. 3. INSPECT WINDOWS AND OTHER FRAMES TO DETERMINE THAT THE FRAMES SASH AND STOPS ARE SET TRUE PAD STRAIGHT. SASH RABBETS AND STOPS SHALL BE CLEAR AND DRY AT THE TIE OF GLAZING BEFORE GLAZING METAL SASH REMOVE ANY OIL, LACQUER. OR OTHER MATERIAL TO WHICH THE COMPOUND NIL NOT READILY ADHERE OR MICHH MiILL TEND TO DE MME FROM THE M TAAL AND CAUSE A LEAK THROUGH THE GLAZING SEAL 0925 GYPSUM DRYWALL A. DESCRIPTION 1. MOVIE ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE NSTAlATION OF THE GYPSUM WALLBOARD MD METAL STUD FRAMING MIDI INDICATED 2. COMPLY WITH ALL APPLICABLE RECOMMITS MATS OF 'MERTON STANDARDS SPECIFICATION FOR THE APPLICATION MD FINISHING OF GYPSUM WNI0QARD' BY THE AMERICAN STANDARDS AS OCMA1ION EXPERT WHERE MORE STRINGENT REQUIREMENTS ARE CALL FOR HEREIN N LOCAL CODES OR BY MAIM JFACTUlRER OF WALLBOARD 3. MAINFA N TEMPERATURE OF DRYWALL SPACE N RANGE Of 55 DEGREES TO 90 DEGREES F. UNTIL BURLI NG IS EiNTRELY CLOSED AM VENiIATED AS REQURED TO EMIRATE EXCESSIVE MOISTURE BAD UP N THE BUILDING. • • B. PRODUCTS 1. METAL FRAMING SYSTEM a. RUNNER: MAN 20 GAUGE EXTERIOR WALL GALVANIZED STEEL WITH LEGS NOT LESS THAN ONE NCH HIGH, SLIGHTLY BENT IN TO HOLD THE STUDS BY FRICTION. b. STUDS: 20 GAUGE 6% 3 -5/8', 2 -1/2', AND 1 -1/2" PUNCHED, SCREW -TYPE, MINIMUM ASTM C645. HOT DIPPED STEEL OR ELECTRO- GALVANIZED STEEL, WITH FLANGES NOT LESS THAN 1 -1/4' SIDE. STUD DEPTH SHALL BE AS REQUIRED FOR WALL - FINISHED THICKNESS ON DRAWINGS. c. FURRING CHANNELS: ASTM C 645, 22 GAUGE, HAT SHAPED. d. MANUFACTURERS: CELOTEX, FTJNTKOTE; JOHNS-MANVILLE KAISER, NATIONAL GYPSUM, US GYPSUM. WHEWNG CORRUGATING CO. 2. GYPSUM WALLBOARD a. GYPSUM WALLBOARD: USE 5/8' TYPE X THROUGHOUT, UNLESS OTHERWISE INDICATED b. MOISTURE RESISTANT WALLBOARD: 5/8" ON ALL WET WALLS N RESTROOMS, UTILITY, AND KITCHEN. c. HARDWARE AND ACCESSORIES REQUIRED FOR COMPETE INSTALLATION TO BE PROVIDED BY THIS CONTRACTOR INCLUDING THE FOLLOWING: 1. CORNER BEAD, 'L' TYPE META TRIM AT EXPOSED DRYWALL EDGES AND WHERE DRYWALL ABUTS DISSAIRM CONSTRUCTION. 2. RESILIENT CHANNELS AND FURRING CHANNELS AS REQUIRED. d. JOINT FINISHING MATERIALS TO BE MANUFACTURER'S BEST - RECOMMENDED MATERIALS FOR A THREE COMPOUND TREATMENT. e. APPROVED DRYWALL MANUFACTURERS: M OTU, FUNTKOTE, GEORGIA- PADIF1C, JOHNS- HANVILLE, KAISER GYPSUM. NATIONAL GYPSUM. US GYPSUM. C. INSTALLATION 1. FRAMING: ANCHORAGE RUNNER SHALL BE ALIGNED ACCURATELY AT FLOOR AND CEILING AND SECURELY ANCHORED APPROXIMATELY TWO (2) INCHES FROM THE RUNNER ENDS. FLOOR RUNNER AD CEILING RUNNER SHALL BE SECURED MWiMUM 24' O.C. 2. TAPING & FINISHING a. MIX JOINT AND FN ISHN COMPOUND PER MANUFACTURER'S DIRECTIONS. JO b. CENTER TYPE OM AND EMBED IN UNIFORM LAYER OF JOINT COMPOUND OF SUFFICIENT WIDTH AND DEPTH TO PROVIDE FIRM AND COMPLETE BOND. APPLY SION COAT OVER EMBEDDED TAPE. c. TREAT ANGLES WITH REINFORCING TAPE FOLDED TO CONFORM TO ADJACENT SURFACES AND STRAIGHT TRUE ANGLES. d. ALLOW COMPOUND TO THOROUGHLY DRY FOR AT LEAST 24 HOURS. 0. OVER JOINT COMPOUND AND TAPE APPLY COAT OF' FRIG COMPOUND. SPREAD EVENLY AND FEATHER OUT BEYOND EDGE OF BCMIRD. AFTER FIRST FINISHING COAT IS THOROUGHLY DRY (AT LEAST 24 HOURS) COVER WITH SECOND COAT WITH EDGES FEATHERED OUT SLIGHTLY BEYOND PRECEDING COAT. f. GIVE ALL DIMPLES AT FASTENER HEADS AND ALL MARRED SPOTS ON SURFACE OF BOARD ONE COAT JOINT COMPOUND AND TWO COATS FINISHING COMPOUND APPLIED AS EACH COAT IS APPLIED TO JOINTS. 9. INSTALL METAL CORNER REINFOROEMENT AT ALL EXTERNAL CORNERS. EXCEPT ENDS OF HOOD WALL CONCEAL FLANGES OR METAL RE]NFOR EVENT WITH AT LEAST TWO COATS COMPOUND. WHEN COMPLETED COMPOUND SHALL EXTEND APPROXIMATELY 8 INCHES TO 10 INCHES ON EACH SIDE OF METAL NOSING. h. AFTER EACH APPLICATION OF JOINT OR FINISHING COMPOUND HAS DRIED, UGHRY SAND ALL JOINTS. LEAVE ALL BOARD AND TREATED AREAS UNIFORMLY SMOOTH AND READY FOR TEXTURING. DO NOT ROUGH PAPER. 0930 CERAMIC TiLE A. DESCRIPTION 1. TiLE CONTRACTOR TO SUPPLY LABOR AND MATERIALS. INSTALL ALL CERAMIC TILE WHERE INDICATED ON THE DRAWINGS AND AS HEREINAFTER SPECIFIED COMPLETE WiTH ALL ADHESIVES, MORTAR. ETC. FOR COMPLETE INSTALLATION. 2. COORDINATE WITH ALL OTHER TRADES WHOSE WORK AFFECTS. CONNECTS WiTH OR IS CONCEALED BY TILE INSTALLATION. BEFORE PROCEEDING MAKE CERTAIN ALL REQUIRED INSPECTIONS HAVE BEEN MADE AND THE WORK iS APPROVED. 3. EXAMINE ALL SUBSURFACE TO RECEIVE WORK AND REPORT IN WRITING TO GENERAL. CONTRACTOR, WiTH COPY TO OWNER ANY CONDITIONS DETRIMENTAL 4. CONFORM WITH ALL APPLICABLE REQUIREMENTS OF THE AMERICAN STANDARDS ASSOCIATION SPECIFICATIONS (A-108 SERIES) MD THE 'TILE HANDBOOK' OF THE iIE COUNCIL OF AMERICA. B. PRODUCTS 1. GLAZED WALL TILE - REFER TO DOCUMENTS. C. INSTALLATION 1. ALL TRESS SHALL BE SET BY EXPERT JOURNEYMAN TiLE SETTERS. 2. LAY OUT WORK SO THAT WHERE POSSIBLE NO TILES LESS THAN HALF SIZE OCCUR. IN ANY EVENT INSTALL NO HALF TILES ABOVE FIRST COURSE UP FROM THE BOTTOM OR AWAY FORM FifRST VERTICAL COURSE AT INTERNAL AND EXTERNAL CORNERS. ALIGN ALL JOINTS, VERTICALLY AND HORIZONTALLY. CUT, FT ADJUST AND ESTABLISH TIES NEATLY AND ACCURATELY TO ACCOMMODATE ACCESSORIES, INTERRUPTIONS, CHASES, RETURNS TECH A LAICAL AND ELECTRICAL OUTLETS„ AND FINISH AT THEIR EXACT LOCATION (AS DETERMINED BY JOB -SITE CONDITIONS). MAXIMUM VARIATION SHALL BE 1/8 INCH + IN 10 FEET WHEN A STRAIGHT EDGE IS LAID ON THE SURFACE IN ANY DIRECTION. 3. FURNISH AND INSTALL ALL REQUIRED TRIM PIECES AS SPECIFIED OR DETAILED FOR THE VARIOUS TiLE SPECIFED. 4. THOROUGHLY WASH OUT JOINTS AND SATURATE WITH CLEAN WATER BEFORE GROUTING. THOROUGHLY GROUT INTO ALL JOINTS TO RU_ ENTIRE LENGTH AND DEPTH. FILL FLUSH WITH FACE OF TALES MATING A FATLY FINISHED SMOOTH SURFACE. PREVENT STAINING OF GROUTED JOINTS. 5. WHERE STAINLESS STEEL CORNER GUARDS ARE INSTAUED, DELETE BULL NOSE. 6. VERIFY HEIGHT OF CORNER GUARDS. 7. CLEANING & PROTECTION a. WIPE SURFACE CLEAN AFTER GROUTING. REMOVE ALL TRACES OF MORTAR AND GROUT. . ANY OPEN OR CRACKED JOINTS SHALL BE POINTED UP. b. CLOSE SPACES TO TRAFFIC OR OTHER WORK UNTIL ACCEPTANCE. REPAIR ALL DAMAGED WORK AT NO ADDITIONAL COST TO OWNER. 0933 PORCELAIN STONE TILE A. DESCRIPTION 1. THE CONTRACTOR TO SUPPLY LABOR AND MATERIALS. 2. THIS SECTION INK LINT ES ALL LABOR, EQUIPMENT AND RELATED SERVICES NECESSARY TO INSTALL ALL QUARRY IRE INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. 3. FLOOR PAVERS SHALL BE INSTALLED BY THIN SET METHOD USING MANUFACTURER'S RECOMMENDED CEMENT MORTAR OR CONFORM TO THE FOLLOWING STANDARDS, UNLESS Ong SPECEED CODE COMPLIANCE TILE COUNCIL OF AMERICA (TCA) SPECIFICATION LISTED N THE '1997 HANDBOOK FOR CERAMIC TIE NSTALLA1TOI/'. MIST A106 -1976 ANSI SPECIRCA1ON FOR CERAMIC TIE INSTATED WITH DRY -SET LATEX PORTLAND CEMENT MORTAR. APPROVED B. PRODUCES 1. MATERIALS a. PORCELAN STONE TILE: REFER TO DOCUMENTS b. UNGLAZED PORCELAIN STONE TILE REFER TO DOCUMENTS 2. MORTAR AND GROUT MATERIALS: a. PORTLAND CEMENT MORTAR INTERIMS FOR PORTLAND CEMENT MORTAR SHALL BE AS FOLLOWS: PORTLAND CEMENT: ASiM C150-76A, TYPE 1. SAND: ASTM C144 -76 WASHED. CLEAN AND GRADED. SAND FOR LATEX PORTLAND CEEB' MORTAR SHALL PASS A 116 SIEVE. WATER GLEAN, POTABLE AND FREE OF DELETERIOUS AMOUNTS OF ACIDS, ALJUALIS OR ORGANIC MATERIALS. b. LATEX-PORTLAND CEMENT MORTAR SHALL CONFORM TO THE REQUI DAE NiS OF ANSI 'SPECIFICATIONS FOR LATEX- PORRMND CF]ENT MORTAR', Al 1&4-1973. C. ORGANIC ADHESIVE SHALL CONFORM TO THE REQUIREMENTS OF ANSI 'SPECIFICATIONS ORGANIC ADHESIVES FOR INSTALLATION OF CERAMIC TILE A1361 -1967, TYPE 1. d. LATEX MORSE SHALL BE US RUBBER LATICREIE 13701 OR 14237. e. ACID MANE GROUT FOR FLOORS SHALL BE UPCO HYDROLIENT JONI FILLER- COLOR - BLACK. 3. MIXES a. LATEX- PORRMD CEMENT MORTAR MAY BE EITHER A JOB MIXED PORTLAND CEMENT- SAD MORTAR WED NTH LATEX ADDITIVE OR A PREPARED DRY -SET PORTLAND CEMENT MORTAR MINED MIRTH LATEX ADDITIVE JOB MDXED MORTAR SHALL BE 1 PART ADDITIVE MANUFACTURER'S INSTRUCTIONS. 00 NOT DILUTE LATEX ADDITIVE b. GROUT FOR FLOORS SHALL BE AN ACID RESISTANT GROUT. C. INSTALLATION 1. DELVER TILE PAVERS AND OILER PACKAGED MATERIALS N THEIR ORIGIN_ CONTAINERS WITH SEALS LLNBROIEN AM LABELS INTACT. OEI.MR, STORE MD HANDLE WTERIAES TO PREVENT DAMAGE PROTTECT FORM WATER MD THE ELEMENTS. STORE cam LINE AND OTHER CEMENITITOUS MAIDRHN. N WATERTIGT SHEDS WITH ELEVATED FLOORS OR iDOORS ON WOODEN PALLETS. 2. TEMPERATURE. 00 NOT INSTALL PAVERS WHEN THE TEMPERATURE IS BELOWi 60 DEGREES F AND MAINNAN AN AR TEMPERATURE OF AT LEASE 60 DEGREES F. UNTIL TIE MORTAR AND GROUT NAVE CURED. 3. CLOSE SPACES N STRCH PAVERS ARE BEING INSTALLED TO TRAFFIC MD OTHER 1MORK. 4. FLASHED *IRK SHALL BE PROTECTED FROM QMMAGE MiL FINAL AOCEPGAMICE PLYWOD MOWS. WOOD PLNIUMIC,, COVEIRiNG FLOORS WITH BLINDING PAPER AND OTHER PRECAUTIONS MAY BE NECESSARY TO PROTECT THE FLOORS FROM WANE. 5. INST SURFACES TO RECEIVE QUARRY TWEE BEFORE COMMENCING WORK. 00 NOT PROCEED UNTIL CONDITIONS. WWII WOULD RESULT N A LESS THAN FIRST CLASS INSTALLATION, ARE SATISFACTORILY CORRECTED OOIIAEINCNG WORK SHALL BE CONSTRUED AS ACCEPTANCE OF DE SURFACES BY TINS CONTRACTOR AS SATISFACTORY TO RECEIVE THE PAVERS. 6. SURFACES TO RECEIVE PORTERS SHALL BE CLEAN AND DRAT. FREE OF OILY OR WAXY FILMISr 7. SET TILE TRUE TO TIE LEE NW OIAENSION. MAENDN AN EVEN AM TRUE SURFACE JOINTS SIW.L BE OF ILGFORMi WROTH PROPERLY AUGED. LAY OUT PATTERN SO THAT TILES AT INTiRSECiIONS Al RE GREATER TWA % TiLE N WIDTH. a CUT MD FT TIE AT ENTFRSECRONS, BUILT-IN maws AM OTHERWISE AS NECESSARY DRILL TILE NEATLY AT PIPES AND ODER PROTRUSIONS SO THAT CUTS ARE COMPLETELY COVETED BY COLLARS OR EXECUTIONS` GRIND SHARP EDGES OF DPOSED CUTS 9. FORCE GROW INTO JOINTS COMPLETELY FILING JOINTS MTH COMPACTED GROW MD COMING MORTAR. FISH JOINTS OF TiLE FLUSH MTH SURFACE FILL GAPS MD SLAPS,, MD RETOOL 10. WATERPROOFING a. PR MEE ' RE lily WATERPROOF IMMRANCE AT AREAS INDICATED ON maws, O1I1RSE COOLER FLOOR AMD 2' UP EACH WALL. JUN 1 f 2001 City Of Tukwila BUILDING DMSION • BAKERY CAFE: #1215 SYSTEM: 62 �1AI/�J� rmrornFUra� SYSTEM: 02 (WAIN PROTOTYPE UPDATE: Ou; Z i i 1 I I 1 W I cc ISSUE DATE: 3-247 PROJECT NUMBER A06b06 CRAM SY: XS OPIt Olt OD CM RA SHEET MVO: GP2 SPECIFICATIONS FILE 12154SP.dwg • a ARCHITECTURAL SPECIFICATIONS 11. CLEANING 0. AT COMA ED0N OF WORK. THOROUGHLY CLEAN QUARRY TILE BY RUBBING WITH DAMP BURLAP. WHEN CLEAN, POLISH WITH DRY BURUAP. DO NOT USE ACID CLEANERS UNLESS SPECIFIED BY OWNER. b. ACID ETCH FLOOR BEFORE INSTALLATION. 0950 ACOUSTICAL TREATMENT A. DESCRIPTION 1. FURNISH ISH AND INSTALL ALL GYPSUM CEILING PANELS AND ACOUSTICAL THE CEILINGS INDICATED ON DRAWINGS, INCLUDING EDGE ANGELS, SUSPENSION SYSTEM, AND ALL MATERIALS AND LABOR NECESSARY FOR A COMPLETE FINISHED INSTALLATION. IF CARRYING CHANNELS ARE REQUIRED FOR INSTALLATION THEY SHALL BE PROVIDED UNDER THIS CONTRACT. B. PRODUCTS 1. ACOUSTICAL TILE - REFER TO DOCUMENTS 2. SUSPENSION SYSTEM: a. REFER TO DOCUMENTS FOR (EILNVG SUSPENSION SYSTEM. ALL MAIN RUNNERS AND ANGLES SHALL CONFORM TO AST}1 C635 WITH COLOR AS SCHEDULED. b. HANGER WIRES: NOT LESS THAN 12 GAUGE GALVANIZED STEEL C. NSTAUAIION 1. INSTALLATION OF ACOUSTICAL MATERIALS SHALL BE MADE BY EXPERIENCED MECHANICS IN STRICT ACCORDMCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. 2. SUSPENSION SHALL L BE MADE FROM STRUCTURAL MEMBERS ONLY, NOT FROM MECHANICAL. OR ELECTRICAL WORK. METAL GRIDS SHALL BE PLACED TRUE TO LDIE, ACCURATELY SPACED AND LEVEL NO SAGS. WAVES. BUCKLES. OR CROOKED WORK WILL BE ACCEPTABLE. INSTALL EXTRA HANGER WIRES AT THE CORNER OF ALL LIGHT FO MMES TO SUPPORT THE ADDITIONAL WEGHT. MAXIMUM DEFLECTION= 1/360 OF SPAN. 3. ANGER MARKS. DIRT OR DAMAGE TO ACOUSTICAL MATERIALS WILL BE CAUSE FOR REJECTION OF WORK. 4. PROVIDE OWNER WITH 'AMC STOCK* IN AODORWMNCE WITH DOCUMENTS. 0965 VINYL BASE A. DESCRIPTION 1. INSTALLATION OF ALL VINYL BASE IS SPECIFIED UNDER THIS SECTION SUPPLIED AND INSTALLED BY CARPET INSTALLER 2. DUAYINE N.T. SURFACES TO RECENE WORK AND REPORT IN WRITING TO GENERAL. CONTRACTOR WITH A COPY TO OWNER, ANY CONDITIONS DETRIMENTAL COMMENCEMENT OF WORK WILL BE CONSTRUED AS ACCEPTANCE OF ALL SUBSURFACES. B. PRODUCTS 1. RESISTANT STRAIGHT AND COVE BASE SHALL BE AS SCHEDULED VINYL. BASE SHALL BE APPLIED IN AS LONG PIECES AS POSSIBLE PIECES WILL NOT BE ACCEPTED SMALLER THAN 6' LONG. 2. ADHFSNES TO BE WATERPROOF OF THE PROPER TYPE AS RECOMMENDED BY MANUFACTURER FOR PARITCUTAR INSTALLATION. C. INSTALLATION 1. SURFACES SHALL L BE THOROUGHLY DRY, FREE OF UNEVENNESS, FOREIGN MATERIAL (OIL, GREASE, PAINT, ETC) AND BOOM CLEAN. MAINTAIN TEMPERATURE RECOMMENDED BY MANUFACTURER IN SPACES WHERE WORK IS BEING DONE AND WHERE MATERIAL IS STORED FOR PERIODS OF TIME. 2. SET ALL SPECIFIED BASES N ADHESIVE THOROUGHLY COATED AND FIRMLY SET SO LOWER EDGE FITS TIGHTLY AGANST FLOORING. MAKE ALL JOINTS IN BASES INCUUDING THOSE AT ANY PREFORMED CORNERS, PLUMB, FLUSH TIGHT AND INCONSPICUOUS. SET TOP EDGE AND BACK OF BASE FIRMLY AGAINST WALL METER AND TIGHTLY FIT INTERIOR CORNERS. 0968 CARPET A. DESCRIPTION 1. INSTALL ALL CARPET PURCHASE IN ACCORDANCE WITH DOCENTS N AREAS INDICATED ON DRAWINGS. 2. WORK SHALL BE DONE BY SKILLED CRAFTSMEN, FULLY DICED IN THIS TYPE OF INSTALLATION. 3. MATERIAL SHALL BE STORED IN AN ENCLOSED AND DRY AREAS. PROTECTED FROM DAMAGE AND SOILING AND MOISTURE 4. FIRE CLASSIFICATION: CARPET TO EXCEED ASIM SPECIFICATION E662 -70, CLASS A CLASSIFICATION. B. PRODUCTS 1. LATEX FLOOR PATCH: AS RECOMMENDED BY MANUFACTURER. 2. ADHESIVE: AS RECOMMENDED BY MANUFACTURER. 3. SEAM CEMENT: AS RECOMMENDED BY MANUFACTURER. 4. CARPET EDGE STRIP REDUCER RUBBER N METAL TRACK. SUBMIT SAMPLES. C. INSTALLATION 1. PRIOR TO STARTING INSTAUATION, INSTALLER MUST APPROVE SUBSTRATE BEFORE PROCEEDING WITH INSTALLATION BEGINNING NSTAUATION IMPLIES ACCEPTANCE OF SUBSTRATE 2. CLEAN FLOOR OF MORTAR DROPPINGS, PLASTER, DUST, AND DIRT. SEAL FLOOR. IF REQUIRED BY CARPET MANUFACTURER, FT NG CRACKS OR HOLES IN FLOOR WAGER THAN W WIDE FIRST. 3. INSTALL CARPET ACCORDING TO MANUFACTURER RECOMMENDATIONS. 0990 PAINTING A. DESCRIPTION 1. THE CONTRACTOR SHALL DO ALL INTERIOR AND EXTERIOR PAINTING INDICATED ON THE DRAWINGS, INCLUDING WOOD, MASONRY, GYPSUM BOARD FERROUS METALS, PRIME COATED METAL SURFACES„ REGISTERS MD GRI LES. 2. EXAMINE ALL SUBSURFACES TO RECEIVE WORK AND REPORT TO THE GENERAL CONTRACTOR WITH A COPY TO THE OWNER, ALL CONDITIONS DETRIMENTAL TO WORK. COMMENCEMENT OF WORK WILL BE CONSTRUED AS ACCEPTANCE OF ALL SUBSPACES. 3. DELIVER MATERIALS AND EQUIPMENT IN ONE PLACE WHERE DIRECTED BY THE GENERAL CONTRACTOR'S FOREMAN. PROTECT FLOORS AND WALLS OF STORAGE ROOM. RDAOVE OILY RAGS, WASTE ETC. FROM BUILDING EVERY NIGHT AND UNDER NO CRRGUMSTANCES ALLOW THEM TO ACCUMULATE. B. PRODUCTS 1. ALL MATERIALS SHALL BE OF THE BEST GRADE MADE BY THE FOLLOWING MANUFACTURER BEFUM IN MOORE C_ INSTALLATION 1. THE CONTRACTOR SHALL EXAMINE ALL SURFACES TO BE FINISHED AND MAKE CERTAN THAT THINGS CAN BE PUT IN PROPER CONDITION FOR FIILSHNG BY CUSTOMARY CLEANING. SANDING OR PUTTYING. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR PRODUCING A SATISFACTORY JOB WITH THE MATERIALS SPECIFIED. 2. WORKMANSHIP SHALL BE OF THE VOW BEST ALL MATERIALS EVENLY SPREAD AND SMOOTHLY FLOWED ON CMG A UN FORM SHEEN AND COLOR WITHOUT RUNS MAID SAGS. TRANSPARENT FNSHES SHALL HAVE ALL COATS BRUSHED OUT SMOOTH. SPRAYING IS ACCEPTABLE FOR PRIME COATS ONLY. ONLY SKILLED PAINTERS SHALL BE EMPLOYED AND ALL MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS DIRECTIONS. EXCEPT AS OTHERWISE SPECIFIED ONLY ONE MANUFACTURER'S MATERIALS SHALL BE USED IN EACH OF THE FINISHES SPECIFIED. 3. ALL SURFACES TO BE PAINTED OR ENAMELED SHALL BE CLEANED FREE OF LOOSE DIRE AND DUST BEFORE PAINTING IS STARTED TARTED. ALL KNOTS PITCH STREAKS AND SAPPY SPOTS SHALL FIRST BE TOUCHED UP WITH SHELLAC WHERE FIOSH CELLS FOR PANT OR ENAMEL 4. ALL NECESSARY PUTTYING OF NAIL HOLES, CRACKS ETC SHALL BE DONE AFTER THE FIRST COAT WITH PUTTY OF A COLOR TO MATCH THAT OF THE FINISH. 5. ALL UNDERCOATS OF PANT AND ENAMEL SHALL BE TINTED TO THE APPROXIMATE SHADE OF THE FINAL COAT. ALL SUCTION SPOTS OR NOT SPOTS RI CEMENT, AFTER THE APPLICATION OF THE FIRST COAT, SHAD. BE TOUCHED UP BEFORE APPLYING THE SECOND COAT. CONTRACTOR SHALL SECURE COLOR SCHEDULE FOR ROOMS BEFORE PRIMING WALLS. 6. TOPS AND BOTTOMS OF ALL DOORS SHALL BE FINISHED SAME AS BALANCE OF DOOR. 7. ALL PANTING SHALL BE DONE TO CONFORM TO LOCAL HEALTH DEPARTMENT REC81U1TIONS. 8. PAINTING SCHEDULE THE FOLLOWING SPECIFICATIONS FOR FNSHNG IS NOT INTENDED TO MENTION EVERY PARTICULAR ITEM WHICH WILL RECEIVE PAINTERS FINISH, BUT IS INTENDED TO ESTABLISH TYPE AND QUALITY OF FINISH WHICH VIL BE REQUIRED ON VARIOUS MATERIALS. INTERIOR AND EXTERIOR FERROUS METAL INCLUDING ELECTRICAL PANELS AT U RITY AREA. FIRST COAT- RUST INHIBITED PRIMER. SECOND COAT- ENAMEL UNDERCOAT. TIED COAT- ALKYD SATIN FINISH ENAMEL WOOD: FIRST MT- POLYURETHANE VARNISH, SATIN FINISH. SANDED. SECOND COAT POLYURETHANE VARNISH. SATIN FRISK SANDED. THIRD COAT- POLYURETHAE VARNISH, SATIN FINISH. SANDED. RECESSED LIGHT TRIMS: DIFFUSERS AND SPENCER Gl .L£S 2 COATS. 9. COLOR SCHEDULE REAR TO FNSH SCHEDULE ANY QUESTIONS OR UNCLEAR COLOR SPECIFICATIONS SHOULD BE DIRECTED TO THE OWNER OR US REPRESENTATIVE 0995 WALL COVERINGS A. DESCRIPTION 1. NSTALLATION OF ALL IMAM COVERING IS SPECI ED UNDER THIS SECTION. FIRE HAZARD W SSF1CITTOIt WALL COVERING MATERIAL TO MEET OR DEICED FIDERAL SPECIFICATION AST' -E-84, DUB COO -W-408A„ CLASS A WITH A FUME SPREAD OF 0, FUEL CONTRIBUTION OF 0, AND SMOKE DEVELOPMENT OF 5. 0998 FIBERGLASS REINFORCED PLASTIC PANELS (FRP) A. DESCRIPTION 1. SURD RTAIS a. SAMPLES: TWO 8' X 10' SAMPLES OF EACH PANEL. ONE 10' PIECE OF EACH TYPE OF TRIM AND MOLDING. SAMPLE FASTENERS. b. DETAILED INSTALLATION GUIDE FORM 1855. B. PRODUCTS 1. FRP PANELS: GlASBORD- P AS MANUFACTURED BY WARE INDUSTRIES, INC. COLOR- WHITE 2. CLEAN WALL SURFACE OF ALL FOREIGN MATERIAL AND PREPARE SURFACE AS REQUIRED BY FRP MANUFACTURER. C. INSTALLATION 1. INSTALL PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION GUIDE. 2. APPLY ADH ESNE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS INSTALL SEAMS PLUMB AND NOT LESS THAN 6' FROM CORNERS HORIZONTAL SEAMS NOT PERMITTED. 3. REMOVE EXCESS ADHESIVE PROMPTLY; REPLACE PANELS, WHICH CANNOT BE COMPLETELY CLEANED. • • • 1) 01 REVIEWED FOR CODE COMPLIANCE APPROVED ____----\ !UN 1 4 200? City Of Tukwila BUILDING DIVISION • BAKERY CAFE: #1215 SYSTEM: G2 (W� PROTOTYPE upon► THOMAS .t0 SPF.OER STATE Cr .r':-.5Hi•:G; L•V ISSUE DATE: 3-247 PROTECT MJI Elt / GS-606 DRAWN B JES DNA MS Olt DO CM RA SHEET G -SP3 ARCHTECTU RAT. SPEGMFICATIONS FILE: 1215GSP.dwg • • ■ � II ® BUILDING PERMIT COMMENTS 5/1/07 II • • • LANDLORD'S WORK NOTES: A. IN THE EVENT OF A DISCREPANCY BETWEEN THE LANDLORD'S WORK LETTER AND THE CONSTRUCTION DOCUMENTS, THE LANDLORD'S WORK LETTER SHALL APPLY. B. CONFIRM THE WORK WITH PANERA'S PROJECT MANAGER AT THE TIME OF BIDDING. i 1. Prepare drawings and apply for and obtain all building and all other permits required to open for business from local government authorities. Also, pay for all building permit fees as well as any other fees required for Tenant's use. 2. Perform all work required for opening of business that is not mentioned under A above. 3. All interior walls (bathrooms, etc.) constructed by Tenant to be insulated. 4. If Tenant's use requires use of gas lines Inside the premises, then Tenant agrees to install a gas shut off Valve at the gas meter for protection during earthquake. 5. Tenant shall pay for fabrication and Installation of its signs on the building fascia as well as the pylon. 6. All business licenses, furniture, fixtures, equipment and inventory needed to open for business. 7. If Tenant requests Landlord or Landlord's agents (either in writing or verbally) to perform any of Tenanrs Work, then Tenant hereby agrees to pay Landlord the cost of such work. 8. if Tenant's business generates offensive odors (like nail salon), Tenant agrees to Install exhaust fan on the Premises to exhaust all odors. 9. Tenant to paint interior walls and provide and install floor covering. Tenant shall commence the installation of factures, equipment and any other Tenant's Work as set forth in this Exhibit A promptly upon substantial completion of Landlord's Work and Tenant shall diligently pursue such installation and work to completion. All of Tenant's Work shall be at Tenant's sole cost and expense and shall be pursuant to plans and specifications that meet with Landlord's reasonable approval. If required by Landlord, Tenant shall provide its own trash container(s) as needed for containment and removal of construction debris from Tenant's Work and Tenant shall remove said trash containers prior to opening for business. Landlord shall designate the location of the trash containers. During construction, Tenant and its contractor, if any, shall keep the Common Areas free of all construction and related debris. Prior to opening for business, Tenant shall remove all construction and related debris from the Premises and Common Area, and all such areas shall be in broom dean condition and the Common Area shall be returned to the condition it was in prior to commencement of Tenant's Work. Tenant's contractor shall name Landlord and the manager of the Shopping Center as additional named insured on contractor's insurance policies. All Tenant's Work shall be undertaken and completed In a good, workmanlike manner, and Tenant shall obtain all necessary governmental permits, Ncenses and approvals with respect thereto and shall fully comply with all governmental statutes, ordinances, rules and regulations pertaining thereto. The Tenant covenants that no work by Tenant or Tenant's employees, agents or subcontractors shall disrupt or cause a slowdown or stoppage of any work conducted by Landlord on the Premises or Shopping Center of which it is a part. 12 • • EXHIBIT "A" PANERA. LLC LANDLOR WOR AND TENANT'S WORK A. LANDLORD'S WORK. !endloal's Work means a) all improvements shown on those plans entitled 'Panora Bread — Landlord Work" dated April 9, 2007 b) those Improvements identified as Landlord's responsibilities shown on Tenant's Final Construction Drawings and c) the items listed below. Landlord will complete all of Landlord's Work that is not Identified as "Existing" in accordance with Tenant's plans for the Premises at Landlord's sole cost and expense, using all new, first -class quality equipment and materials prior to delivering possession of the Premises to Tenant. Landlord agrees to provide the leased Premises with the following: 1. BathroomfsIK None. 2. HVAC, Four (4) new Lennox HVAC units of 8.5 tons each will be installed on the roof without distribution or thermostat. The units will be operational with power and gas connected to them. Roof Penetrations. All roof penetrations for HVAC, bathroom fans, and for the Idtchen hood will be provided by Landlord so long as Tenant provides location of roof penetrations prior to starting roof construction. Tenant to give dimensions of roof opening for the kitchen hood as soon as possible. 3. Electrical. 800 amp service (120/208V, 3 phase, 4 wire) delivered to the Premises and installed in a main disconnect per Tenant's specified location 4. Celina. Open. 5. Water, Gas. Telephone. and Sewer Lines. 2" cold water line with sufficient pressure, two (2') gas lines, telephone and sanitary sewer, brought to the Premises. One of the gas lines will be connected to the HVAC units and the other gas line will be stubbed to the Premises and capped. Landlord will combine the 2 separate fines into the single point of connection at the meter. 6. Fire Protection. Fire sprinkler system with heads for open floor and with sufficient pressure 7. Storefront. Storefront with 1" Insulated glass 8. Walls. South wall to be concrete, west wail to be a demising wall with metal studs and insulation, north wall to be storefront glass and as shown on the drawings and east wall to be a combination of glass and concrete as shown on the drawings. 9. Floor Provide concrete floor slab. 10. Doors. Double front entry door and one near door. 11. Drawings. Plans and specifications for Landlord's Work. 12.Tenant Improvement Allowance. $64,600 for costs of Tenant's furniture, fixtures and equipment. This amount will be paid to Tenant upon Tenant's completion of all of its work and providing invoices and lien releaseslwaivers to Landlord for payment If Landlord fails lo oay Tenant the Tenant Improvement Allowance within sixty (60) days that it is due and payable, Tenant may offset such amount against the Minimum Monthly Rent. STRUCTURAL. EXTERIOR STOREFRONT & ENTRY DOORS All entrances at street or walkway level per federal, state and local handicapped accessibility codes including all applicable clear space, radius lands, railings, and required door hardware. Parking lot petal applicable codes. Landlord is responsible for the payment of any imposition charged by applicable governmental jurisdictions of utility providers which are commonly referred to under one of the following names, which list Is Included for illustrative purposes only and is not intended to be exhaustive; connection charges, availability fees, tie-in fees, meter fees or charges, `tap -in' or tap fees or impact charges. Landlord will perform Landlord's Work In a good and workmanlike manner and in compliance with all applicable code requirements. Landlord will obtain all permits for Landlord's Work and will have all necessary building code inspections completed prior to delivering possession of the Premises to Tenant. Tenant's construction manager or he designated representative may enter upon the Premises during construction of Landlords Work to 'inspect the progress and to determine if Landlord's Work is being completed in accordance with Tenant's standards and plans and whether the work Is progressing on schedule. Landlord and Tenant will cooperate to ensure that the completed work is acceptable to Tenant. PARTIES OBLIGATIONS UPON DELIVERY OF POSSESSION Upon delivery of possession of the Premises to Tenant, Tenant shall inspect the Premises to detern*ie whether Landlord's Work has been completed. If Landlord's Work has been completed-In accordance with the terms of the Lease and Tenant's plans and specifications. then Tenant's construction manager shall indicate that Tenant has accepted landlord's Work. If Landlords Work has not been completed according to the terms of the Lease and Tenant's plans and speduications. then Tenant shalt Indicate which items were riot complete and it Landlord has not completed such Kerns within a reasonable period of tine. then Tenant may in its discretion (a) elect to accept possession of the Premises without regciring completion of Landlord's Work by landlord (In which case Tenant may complete such items as if they were orig laly herded to be completed by Tenant at Landlord's expense): or (b) refuse to accept possession of the Premises until Landlord's Work is completed correctly. B. TENANTS WORK Tenant agrees b provide the following: • I REVIEWED FOR CODE COMPL1AtVCE APPROVED JUN 1 4 200? City Of Tukwila BALDING DIVISION F . .. . . -,. BAKERY CAFE: 1 #1215 SYST PIA PROTOT IIPOA W= W LL < 1 I 1 I a ISSUE DATE: 5-147 PROJECT NUMBER A06606 DRAWN SY:. ES DPW MS Olt 00 CPS RA LANDLORDS WORK FLE: 1049GLW g I ■11!!i 1!! ■I a OJT. • • • • • REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 4 2007 City Of Tukwila BUILDINQ DIVISION • •.- MAY 1 5 , . 4 BAKERY CAFE: #1215 SYSTEM G2 WARMf PROTOTYPE UPDA soot � oc ISSUE DATE: 3.207 PROJECT NUUBER AOS 5os DRAWN BY: ,ES OM MS Olt DO OEM RA SKEET NO: EC-1.1 SUE PUW EXISTING CONDITIONS FEED SEC.$+ i i • • a • • • N 0 0 z 0 'en m MI 0 + N) IWO r 1.•• 5 4c =1 ' A LANDLORD COMMENTS 3/23/07 REVISION r .— ..,..... _......- -,......_...... _ - a mcgm BAKERY CAFE #1215 ODRA 45 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON O L __.__. 43 —s FREIHE1T & HO ARCHITECTS, INC., P.S. 1aO0111101451:61 UI!>110 szweamons R41d171100 FAMISMIN ■■ ..w........=111. MIN • 11111111 MiniF HWI W1 i I MMEu 111/11:111H1111111 ■1111111 IruHIIHi11I11IA f I SOUTH ELEVATION - EXISTING (FOR REFERENCE ONLY) SCALE: !,D" =1'-O _ _ • T piNpEr 1 1 .... I !Id III RHl lfl I IEIII iE � :� null � 1111HlIIlI(EI11 = f 1 � 1 rI t � EAST ELEVATION - EXISTING (FOR REFERENCE ONLY) SCALE: 1I8' Y-0 IETM. GWOPr BY UIOLORD.1W. ow ROME Br IMILORD,1W. COONS EXIBIOR TIES BY I IMOLOOD, 1W. BOSOM OMR Fib Br - DP. KUL GwOPr Br NUM 11R. LOOT FRQIRE Of MOM, DP : /UMSM SOIERIONT SEM IN — UMW DP. T.O. NNW +31'-V REVIEWED CODE E MPUA APPROVED J UN 1 �I 24 41 Oty Of Tu [ + IN DIVISION i i-.s ..�t.. NORTH ELEVATION - EXISTING (FOR REFERENCE ONLY) acme re' • • • • • 1 BAKERY CAFE: #1215 SYSTEM: IA RM )a< PROTOTYPE UPG2 rD A 1 'N ISSUE DATE: 3-247 PROJECT NUMBER A06-606 DRAWN BY: JIBS DPW US OW 00 aft PA SHEET NO: EC-5.1 EXTERIOR ELEVATIONS EXISTING COMMONS ,, a., • • • • • • • • Il I . 1111 11 ■. 11111■ a1uaa -- 111101 11111111 11111■ 111111 MIMEO \ <� I 'Y 11•111 ■ ■1 1 111 111ua . I S ::::,::;;;::::111 .... ..::;ii % '`a1� »N. , . irua �,,,taa a�er. a':r man,N . � $� i. IX: VIMi•e117:ZMWYC, III I tt :i'l tin:3 �: . _ .::4?7 ?.Viii AA 1 U , 7 ��� ; 111~11 I1A111• 4 t • 111111 111111111111•111 111111 1111111�.� " {111111 minim')( �;a1111a' h11111: >S � I nlaaa■i II .laaar .rnv.o.k.vv r. wr�vr i • ! • c .•, l ot IIIM NM!ME e■MIMy ; I Flq 3� rn " rn G Z �p m L . ctbamem BAKERY CAFE #1215 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON FREIHEIT & HO ARCHITECTS, INC., P.S. Kill00E PONS DM NE XS IE11/14111031$ P e.w2100 RANI! A i` 1// ////////////////!///////////////!//// J//////////////////!//!///////////////////////////// / / / / / / / / /!!! /! / / / / / / /! /.%/!!!/a % / /! /. % ////////////// / / / / / /! / / / /J / / / / / / / / / / / / / / / / /,� 8 r L SCALE: 114`=r-r 1 1 FLOOR PLAN - DEMOLITION r J go i L J J • • r • r m GENERAL NOTES: A. G.C. TO COORDINATE ALL DEMOLITION WORK WITH TENANT & LANDLORD B. G.C. TO FIELD VERIFY EXISTING CONDH1ONS. REPORT ANY DISCREPANCIES TO ARCHITECT/TENANT'S CONSTRUCTION PROJECT MANAGER BEFORE DEMOLITION BEGINS. C. ALL DEBRIS TO BE REMOVED FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE ORDINANCES & THE REQUIREMENTS OF THE LANDLORD. D. G.C. TO NOTE ALL UTILITIES THAT WILL BE AFFECTED BY CONSTRUCTION & INCLUDE IN BID THE NECESSARY CHARGES & FEES INCURRED FROM UTILITY COMPANY(S) FOR SAID WORK. E. ANY HAZARDOUS MATERIAL FOUND SHALL BE REPORTED TO THE' LANDLORD & ARE TO BE REMOVED BY THE OWNER BEFORE CONSTRUCTION BEGINS. F. DEMOLITION SHALL NOT INTERFERE WITH ADJACENT TENANTS DAILY OPERATION OR DAILY OPERATION OF BUILDING. G. PRIOR TO DEMOLITION, ELECTRICAL SUBCONTRACTOR SHALL DISCONNECT ALL ELECTRICAL CIRCUITS SERVING THE EXISTING SPACE EXCEPT FIRE ALARM & /OR SMOKE DETECTORS. MARK ALL CIRCUITS THAT REMAIN. H. G.C. TO REMOVE ALL WIRING & CONDUIT BACK TO SOURCE THAT IS NOT BEING USED. J. G.C. TO CAP & /OR REMOVE ALL WATER SUPPLY & SANITARY WASTE UNES BACK TO SOURCE NOT INDICATED TO BE RE -USED. INSPECT SITE TO DETERMINE EXTENT OF EXISTING TO BE REMOVED /CAPPED. K. G.C. TO REMOVE AU. UGfIT FIXTURES & ALL ASSOCIATED CONDUIT, HOUSINGS, ETC. L G.C. TO REMOVE ALL MECHANICAL SYSTEMS (INCLUDING ALL ROOF TOP CONDENSING UNITS, ALL AIR UNITS, WITH GAS HEAT; ABOVE CEIUNG. COORDINATE WITH LANDLORD. M. G.C. TO INSTALL T3 WALL TILE PRIOR TO CEILING INSTALLATION. INSTALL CEILING GRID OVER WALL TILE. KEYED NOTES: INDICATED BY SYMBOL TENANT'S GC SHALL REMOVE SECTION OF SLAB-ON-GRADE IN PREPARATION FOR NEW WALK -IN FREEZER. COORDINATE DI SAWCUT EXISTING SLAB AS NEEDED FOR UTILITIES. REFER TO ELECTRICAL AND PLUMBING PLANS. REPAIR SLAB TO MATCH EXISTING 6" CONCRETE SLAB W/ f4 0 18" O.C. EACH WAY OVER 4' GRANULAR MATERIAL OVER VAPOR BARRIER OVER 4" FREE DRAINING STRUCTURAL FILL SPECIAL INSPECTION IS REQUIRED. KEYPLAN SCALE: NTS F. SHOP WALL PAITEL W/ NO EXISTING METAL STUDS W/ SOUND BAIT INSULATION. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 :1 21111 City Of Tukwila �ItDIN DNI ION • • BAKERY CAFE: #1215 SYSTEM: PROTOTYPE UPOA G2 E: M - -_- ISSUE DATE" 5-147 PROW NUMBER 1406606 D RAWN BY: .J S O P,E JIBS Olt Do CM IRA SHEET HO_ A -2.0 FLOOR PLAN I'. ION VILE ms:aa.. 1 5 -5' 2 ' - 7y4 28' -O) AK 9 -O . 12'-10" :• I o ® % // O//////////////////////////////// / / / / / / /J / / / / / / / / Y// ///////////A l / // / /W/////// /U PASSAGE FREEZER KITCHEN • 7• -6' OFFICE DOUGH SCALE 1I4 1 *-0" 23 x4. 1• DI NG RM FLOOR PLAN LEGEND: 'f i ..... ..,.._ . ,_ GENERAL NOTES: A. PROM 1 AR SPACE AT SIDE(S) OF OAR ER & COOLER/FREEZER (MN. 3' AT BACK OF OMEN). WARTY ALL INENS1o16 & SPECS 1i/ BMW I NtW_ NO RASH ON !AILS BEM OAN/PROOFER AND COOLERR/F1IEI2ER (OPE & PRRIE 0114 B. OFf10E MA TO IMCLIAE THE MUSING (SWUM & NSUILED BY G.4 ROUGH -INNS FOR PHONE; AU" SOUS a MOMS BUSTERS. SEE EIECTRICM. 9EE15; r-- O'xG&TOY MGM PLASTIC IATNWE *ME DESK 10P OWED 10 AWL, 11/(2) 2' DNA. MOMS; (3) 16' OEEP FUtsuc uison INK SIEVES 1I0(RNIED ON HFAW -OUWY 1N SWIMS MIN MMUSURE C. &G TO PROM BLOaONG FOR SUPPORT OF RES1ROOM 'COMMIES AS REC01fiEIAED eY IHNUI7C1103t SEE I fEIRIOR UEINTIONS. D. PROM We CORM SOONG BOARD ON TILL MOEN & 111=0018 NO WEE vas now TO 2'-r &FF. E FFODE 5/6 FIRE- 1REAND 11VI000 E1AC10A BON O ON ALL MIEN a OFFICE was (2' -01FF TO CUBIC). F. OCOUPANcv LOAD SIGN SUPPLIED & NSDIUID sv C.C. C. G.C. SIM SUPRY a NSWL MUSED FIE DONGOISTERS AS REQUIRED BY LOC91L CODES. TOWER ION PER MIL cooES<. a s H. RISERBICE THE FOURS 9EEI& C-SL 4i:NERIL COMMONS a Pill SYMBOLS NO C-MA ACCESSMARY GUIDEINES J. ALL NDEHSIONS NOTED ARE FR011 FACE OF DRAWL TO FAKE OF IDRIA M L K. 80011j/11ANQIETIE SEMNNG SUPRA)) BY MOW SUPPLER, PISWIED BY &G BASES TO COULTER FLOOR 1R M110IIS. SEE EQU E EDNT PUN FOR MRCS ND SIZES. CC 10 APPLY WflL BASE 10 AL TOE LOGICS RIPON INSTIUNLUIOIL L EIECIRCAL EQUIVIM BY C.C. SEE BEARD/. DRADI NGSS U . 'UMW EQUIPMENT BY CC. SEE PLINKING OW INIGS. N. C.C. 10 PROM & WU& 1/4 OUR SIIFEEY BULBS AT FBEPUa SO HN & SNEEZE GEMS WRIFY Siff OF CUES 111111 RUM PO5IS AND SNEEZE GUM POSTS` P. PRONE 1W JOIE 511TH MOW F1fI,4NED EDGE AT CAE LIE NIL KEYED NOTES: INIXeATED Err C.C. SYMBOL NQ 1 I1Sf AMR 1RNIJI MONS. SEE FOR 8Y FABRICS MD SIZES. C.C. TO APPLY MM. BASE TO ALL TOE KM UPON I GIMI TION. PRONE FINIS/ED END PANEL Al ALL OPEN ENDS. SOLD SURFAX CLIP FRONDED BY CJISENORIC SUPPLU, MSTAIIED BY C.C. MGM 10 BE FEED VEMO. ROLLER MIS 10 BE I6V4LED - FULL want OF MOW OPENN& SEE ROSH NOES FOR SPENOICATUL CAS FLRLPUNfE: SEE OEM SLEET FOR OLU1IMS NO SPECflCJTIORL &J^. SIM. SUPPLY a MALL C=ET SLIMING AS NNDICAND. REFEREiaE EIF MION ON A-4 SERIES SHEEN RBeESSED PHONE BOIL PROMO BY COMM CO. Nisr w M &C. SEE OEM 20 /A-4.& &CM &C1 IJUY BOOT AS NEEDED 10 RT NIIL COMM STOREFRONT: • WAILS, EOUPSIMU PROTECiu01t LL TO MADE UDR AN00. IILW. FRME 1/ 1' INSULATED GLASS STOREMONF (UFM GIAS). SEE ELEI MOINS FOR MIMED GUISS tOCJTTONS (OR AS REQUIRED BY CODE). &C. 10 PROM MDR MOM ALUL ME/ME-PM CUSS WSTTiE SEE MOOR EIEVAIONS FOR MIMED QM LOCATING (OR AS ROM BY 1• CLEIt /CRITIC CORNER CUM FROM BASE 10 8-O• AFF. (SUPFLED a IMAM BY CMG) FROM ON ALL OUi1SDE CORNERS N MEW /JCS OF DIE OM CORNER GYROS ARE TO M NEOHNICIUY I SIDED IT/ SON AIM EIRAO6 AS REQUIRED. ED. Sa[ESS SIM. CORNER INJAND (16 GIL- 1 1/2' RO RNfS). 161ML OAR TRIF Racui ROW 10 v-ar w a,oJE, r-fr F.OA OR INNOISTDF OF MOM/ ISM. (PLED & NSTAUED BY c) STOP MIRY RE -ASE • BACK EDGE OF CORR O 4URNR011/ BLNL N06E EDGE SEAMIIESS SIM. END OP (16 GA.- 1 1/2' MUMS). INSDIL OAR TN LE FROM ROOK 10 ( Alf. BDJII r F.oa OR UNDERSDE OF E403E10/ /ROT. (SUMO a NSDIUD ETY GL) SJOP QUIRKY RE BASE • BIM EDGE OF CORNER WAD V/ an NOSE EDGE SUNLESS STEEL CtOSiRIE FLUE (16GAA) FROM FLOOR 10 aim OR BOTTI I OF BUJRENI (SUMMED & NSWIED BY CC) INSTALL VERTICAL B *IN & THE 0 FINISH 1RIINSfON Bourn 1LEIPMff /11th SEE SIEEF A-23 FOR ALE MR 1' 80S10N -43IN PER CHIOS IGTNLED • 3r a W AT ILL DIPC6ED MALT N 9IICK OF HOUR SEE NERNOR E1J:V. REM TO MERiIL a ROSH MOO FOR SPED HACK BOSTON -aM'ER PROTW11011 a CASElm 1Y a 301/F. 81 8061011 SIMPER CLMimS • if NO 36' NF LAP JOINT ARM FACTORY FINN EDGE EXPOSER UTIU1 N : NT Re SOCA COMMIT ME BY CC /BOA au10, may BM6- RI -NIOT 10 SODA MOIE MI SLEEPS. SEE MAIM NO RIMING MTGS. CT'I MIL SEE OEIM. 24/A -455 SCALE NTS • BAKERY CAFE: #1215 SYSTEM• 02 tF• coos a PROTOTv E 11PM — r --- 1 I ISSUE DATE: 54-07 PROJECT NUMBER A06.6106 CRAM BY: AC OPxt, Pt 00 CM RA SHEET NO: A -2.1 FLOOR PLAN OIMENSIONS, KEYNOTES FILE 00-111,2 Oaf • 1 t I SCALE: 114` =1'-0" FLOOR FINISH PLAN GENERAL NOTES: A. NEW FLOOR TILES ARE TO BE INSTALLED AS INDICATED ON PLAN WITH FULL ILES WHEREVER POSSIBLE. SEE FISH SCHEDULE FOR SPECIFICATIONS. B. ALL FLOOR FINISHES S SHALL BE INSTALLED WITH TOP EDGES LEVEL W/ ADJACENT MATERIAL TOP EDGES. CONFIRM TILE THICKNESS AS THESE MAY VARY. CONFIRM THAT NO OVERALL FLOUTING OF FLOOR IS REQUIRED C. COORDINATE FLOORING TRANSITIONS & BASE TILE INSTALLATION W/ MILLWORK SHOP DRAWINGS & HOED D. ALL THRESHOLDS SHALL HAVE A MAX HEIGHT OF 4' ABOVE EXISTING CONCRETE SLAB do /OR INTERIOR FMS. E. SEE FBI SCHEDULE ON SLEET A FOR SPECS OF ALL FLOOR COVERINGS. F. TILE TRANSITION BUWEEN ROOMS TO BE CENTERED ON DOOR FRAME G. SEE RAMC ORA**1GS FOR DIMENSIONS & LOCATIONS OF FLOOR DRAMS & FLOOR SROcS. p Ar A / % % % i % iZ JE 7) 7 / V I , 17/17,4/17.1,7/7/. , ./// V/.17/.7/7 ii n fa UNIPMWSIawoMBIALIMIPMPL•NFOIWPC C-1 11- 1 -L. 1 1 \ --- / - MW.P r 4, A z .1 -c' ‘-- V \--- \ Ill - gw „r „ , ,,,/ „./A ,(A „ 4, 4,1 4 „., 0 1.. .... -- 1// / /,: % :-. % %/ % / / / / //% /, SO It! • KEYED NOTES: LINE OF TOEICK/ ILE TRANSITION AT CABINET TO BE SET DIRECTLY ON CONCRETE SUBFLOOR. 6x12 T1 BASE TO BE INSTALLED ON CUSTOMER SIDE OF CABINET, 18 CONE BASE ON EMPLOYEE SIDE COORDINATE LOCATION W/ MILLWORK SHOP DRAWINGS & EQUIPMENT CUT SHEETS. CARPET W/ S I LOIER —SqHIENE SATIN ALUMINUM TRANSITION STRIP 0 ALL TRE— CARPEL INSTALL CARPET FLUSH W/DLE USE JOI'NSONITE TILE—TO—CARPET TRANS100N TO LEVEL CARPET. USE EPDXY GROUT AT PROOFER TIE T1 TO BE INSTALLED IN VARIABLE S® PATTERN WI FULL TILES AS SHOWN. INDICATION OF PATTERN REPEAT. INSTALL 18 QUARRY IRE N COOLER/FREEZER. FREEZER TO HAW RED, NSUUDED SLAB G.C. TO INSTALL WATERPROOFING MATERIAL AT ALL DENTSING WALLS — SEE OTL 2/A -4.6 FOR SPECIFICATIONS. EXISTING THRESHOLD MAX. HEIGHT 4' ABOVE ocTERIOR CONCRETE SLAB • INDICATED BY O LEGEND: 78 — 6x6 QUARRY TILE 12 — TILE MAW 12x12) T1 — VARIABLE PATTERN AS INDICATED ON PLAN (TERRACOTTA 6x12 & 12x12) -err I C1 — QUARTER TURNED i C2 — YONOIJTHIC C2 — QUARTER TURNED I --- id .-•-• T1 — STACKED PATTERN KEYPLAN SCALE NTs REVIEWED FOR CODE COMPLIANCE APPROVED JUN142001 City Of Tukwila BUT IN D HON ILA BAKERY CAFE: #1215 SYSTEM: 02 4 W •- -- PR OTOT Y PE UPCA -- - -- -- - T1 !MAAS A 0 SP. D R STi,1EG- ISSUE DAM 5.14? PROTECT NUMBER M6606 DRAWN BY:. ES OM YS Olt DO - a t w� - - - FLOOR FISH PUW SHEET HO: A -2.2 FIE s2<SA?20q t 6 WALL FINISH PLAN SCALE: 1/4 =1-0' :0 Waffiil,AP.7.A 70 / 1! R1!/ ///,.f'//////////// lr/ • / / / / / // / / /// // / / /i l 7777 / /// /U / / // // U /U// // / / //� l / 7777/ / /// / / / / /// / / / / // / U/ / /// / // // / / / / // / / / /// / // / / // / / / / / / / // // // // / / / . ®1 1 3 24 A43 1111 I, lr 1 11 11 III 1 1111 11 11 !„ a:IncmeD11I !11111I1111iNI11Willk- .rte :• SMART RM 140 -, - f - - - , ............. SERVICE 200 KITCHEN 320 OFFICE a- 310 .. ............... • • r ®iii: - GENERAL NOTES: HOT BEVERAGES 120 - (Th o CCL)it) 6-) BAKERY SERVICE 180 4,KERY REAR 300 CAFE 110 SYMBOL LEGEND: VESTIBULE 100 t,ORRt : ve L TR= ti • • • A E THERE IS A OOIEUCT BETWEEN THE WALL FINISH PUN MD INTERIOR ELEVATIONS. PLEASE NOTIFY THE CONSTRUCTION PROJECT MANAGER FOR CI.ARIFiCABOIL B. REFER TO INTERIOR ELEVATIONS FOR ADOMONAL WALL FINISH INFORMATION. C. INSTALL VINYL WALL COVERING PRIOR TO BASE/SILL D. REFER TO SLEET A -331 FOR BUUGEAD /SOFFIT FLIES. L INSEAM DMA RAE BETWEEN VINYL WALLOOVERNG & PAIN N OWING /CAFE AREAS PER NFERIOR MEADOW. G. REFER TO SHEET A -4.8 FOR MATERIM. & FINISH LEGEND IL REFER TO TIE FLOORING OEMS & SPECECIATION MANUAL FOR TIE MARS & CIE 0(PANSION/oOMROL .IOltis. • • FRfiSH TAGS IAATCH mom ON MATERIAL & FINISH LEGEa& MEM WALL PANT CHMR RAIL VNLY WALL COVERING BASE LIE OUTLINES I M RE WALL AREA TO W H CH THE TiIiGS APPLY. XT_ 1? INDICATES IALTERNAIE NUMBER 1)IcH APPLIES TO THE LOCATION INDICATED. 6. - "T .." TO THE HENGHT ABOVE THE FLOOR *UCH THE TILE STOPS. SCALE: NTS • BAKERY CAFE: #1215 SYSTEM: G2 ( WARM) PROTOTYPE IJPOA E 2006 'V` ARCHHTEC I /A 1 A 'W' THOMAS 0 SPACER STATE OF Yir.J:ii'GTON ISSUE DATE: 541-07 PROJECT NUMBER: A06-506 DRAWN BY a 'ES Qp VS Moo CPV RA SHEET NO: A -2.3 WALL FINISH PLAN = l€ '7'5 . • • "1 I; !I I d OHI d p IL Ali Pi m r p IgihR 4 p aaa� 11 I N I i; I I b 94 A imBON is C) m z m O Cf.) m m z 0 m 9.) 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ACT CLOSU � LQ -0' 'ACT 1 CEILING 4 A.F.F. _ L.P. SLOPED ACT4 CEIUNG SECTION © SLOPED CEILING SCALE: 3/4 ~1' -0` ' ACT #1 CEILING TRANSITION DETAIL SCALE: 6' =1'.O I SHELF SCALE: 1 r - 0" - 1/2` =1 2' HANGER WARE SADDLE TIE (YYP) BRACE VARE SADDLE ILE (1W) METAL TRACK ACT, HEIGHT VARIES SEE REFLECTED CEILING PLAN SNOOD BLOCKING PINE TOP RAfL 8Y MAlLWUAORK CONTRACTOR, INSTALLED OY G.C. SINTERS 8Y MILLWORK CONTRACTOR, INSTALLED BY G.C. TO EXTERIOR SLOPED ACT4 CEIUNG 2 -1/2' USG COMPASSO \(PAINT ACCENT COLOR -SEE R.CP.) EDGE TRIM AT ALL SIDES OF VERTICAL" GOB PAINTED P1 SLOPED CEILING (PAINT ACCENT COLOR -SEE R.CP.) (BEYOND) PERPENDICULAR T-GRID BEYOND ACT #2 ALIGN CENTER OF JOINT WITH FRONT EDGE OF CASEWORK BELOW ACTS CEIUNG TILE A 10' -0'AFF WITHIN BACK OF HOUSE 2?'METAL STUDS 0 16'OC W/ 1 \'GYP & FRP TO 1 STRUCTURE ABOVE WALK -IN DOUGH COOLER WALL & mum DOUGH COOLER HEAD DETAIL • • 4' -0' (AREA ABOVE SLOPED CEIUNG TO BE OPEN AND EXPOSED TO STRUCTURE ABOVE) PAINT ALL UTILITIES AND STRUCTURE BLACK OVER 3W METAL STUDS 0 16'OC EXTEND STUDS 10 DECK a,10' -0' /W.F. 'ACT 1 CEILING SECTION @ SLOPED CEILING SCALE: 3/4` =1'-0' HANGER WIRE SADDLE 11E (YYP) BRACE WIRE SADDLE TIE (1YP) a 11' -6' A.F.F. BEM. OF HORIZ. ACT ACOUSTICAL COUNG TILE (ACT1) COMPASS° ATTACHMENT CUP 2 -1/2' USG COMPASS° EDGE TRIM AT ALL SIDES OF SLOPED CEIUNG (PAINT ACCENT COLOR -SEE R.CP.) 1 SCALE: 1- 112" =r-O' COOLER/FREEZER HEAD DETAIL BARAMEBRIC WPM,— SEE MECHANICAL 16 GA. STAINLESS STEEL CLOSURE PANEL SCALE 1 117=1'-0r VARIES, SEE PLAN (WIDTH OF SLOPED COUNG) VARIES, SEE PLAN N CEIUNG GRID MAIN TEES COL.MNG HEIGHT : t —0 PROOFER SIDE WALL DETAIL 3' MTL STUD ATTACHED TO STRUCTURE ABOVE z W ?� 50 16 GA STAINLESS STEEL .H • CHANNELS ATTACHED 0 to 41 12' O.C. W/ i " SS. HARDWARE a N TOP OF OVEN /PROOFER 'zzzzzz, SCALE 1 -1IP r SCALE r- U OVEN /PROOFER � ACOUSTICAL CEILING 11LE (ACTT) %'GLOB OVER 3W METAL STUDS 0 16'0C ABOVE SLOPED PAINT P1 TO SERVICE COUNTERS ACOUSTOCAL COUNG TILE (ACTT) UNE OF SLOPED COUNG BEYOND HEIGHT VARIES A L SLOPED CEIUNG SLOPED ACT4 COUNG (PAINT ACCENT COLOR-SEE R.CP.) VERTICAL. GWB CEILING TILE CLOSURE (BEYOND) PAINT P1 BULKHEAD DETAIL BRACE WIRE SADDLE WE (YYP) EXTEND SLOPED ACT CEILING TO GLOB CLOSURE (HOLD AS LIGHT TO HORIZONTAL CLOSURE AS POSSIBLE) 1Q70' A.F ACT 1 CEILING S.S. TOP CHANNEL COMM HEIGHT 10 AFF ANEL RETURNED AS REQUIRED TO ALLOW FOR SNUG FIT. 24 GA. STEEL ACCESS PANEL W/ (2) 1'• FINGER HOLES ALIGN W/ TOP OF OMEN /PROOFER S.S. BOTTOM CHANNEL OVEN/PROOFER HEAD DETAIL ATTACH METAL. FRAMING TO ROOF JOISTS. ' 20GA METAL LAY -I11 AOCOUSIICAL. CEIUNG. SEE A -3.1 FOR /TEACHES. SOFFIT PANT VARIES, SEE SHEET A-3.1. %' GYPSUM BOARD METAL TRW, FLOAT & TAPE BOTTOM ELEVATION VARIES SEE PLAi4. LIGHTING SCHEDULE 1265 E1 3 FF1 2 FF3 1 FR5 20 FR5A 9 FR6 9 113 5 MPT1 20 T1 -4 3 T1-6 4 11-8 2 WF10 4 WP1 1 MP2 5 WP4 4 1 1 2 2 DOT SIGN VESTIBULE WALL WASH WALL WASH GENERAL USE DOWNJGIIT LENSED DOWNI.IGHf 2X2 COMPACT FLUORESCENT TRACK FUTURE WARN FLOOR LAW WARM PENDANT WARM PENDANT WARM PENBMET WARM PFINDMT WARM PENDANT WARD PENDANT WARM SCONCE ITNI4 ATTACH METAL FRAMING 1 ti A1UIE POCKET LIGHTING DETAIL SCALE 1` =1•-0• I T • • 14' -0' A.F.F. BULKHEAD DETAIL SCALE 1"4- • UGHTOUER BARTCO UGHTOUER UGHTOUER SOFFIT PAINT VARES. SEE SHEET A -3.1. MODEL It VT240WW4210 WA 143414 UGHTOUER 18201WH / 8235WH / 6190WH UGHf0IJE R 19104WH UGHTOUER 19106WH IJUL ETTA 1 PF3660F40992L7 LUMETTA I PW303030F40987L7 LUMETTA 1 PW50818F40992L7 LUMETTA LUMETTA LUMETTA LUMEITA TO ROOF JOISTS. 3-% 20GA MIL STUDS. 6' 20GA MTL STUDS. %' GYPSUM BOARD CLG. AFF FF1 LIGHTING FIXTURE SOFFIT PAINT VARIES. SEE SHEET A -3.1. %• GYPSUM BOARD METAL TRIM, FLOAT & TAPE LAY-IN ACCOUSTICAL COUNG A 10' -O'AFF ATTACH METAL FRAMING TO ROOF JOISTS. %' GYPSI A BOARD METAL TRIM, FLOAT & TAPE. 3-' 20GA METAL STUDS. (6' MOUND VESTIBULE: LAY-11 ACCOUSTTCAL CLANG 0 1O' -014FF ME GYPSUM 130MD. TAL TRAM. FLOAT & TAPE. • XNLRU W/ BATTERY BACK -UP SW4S232IMF UNVSO -SYNGB BF1255 -P. L -40-1 8022CcLW- 7132BU 80910CI.W- S61328U CFH- 2- G- P- -W -2Fr VOLTS-S8 XP2GVA332UNV -03 8201%M- 8235WH 8210MH- 8235MM 8583 -AF3I F 8277EWH- MOD637 9108WH PW50818F4D993L7 PW581212F4D994L104 PW52315F40991L7 PW5181214D992L7 PW791114D9951.4 VOL.TAIGE 120 120 120 120 120 120 120 130 130 130 120 120 120 120 130 130 130 130 130 130 130 130 BULB TYPE LED (2) 1032/835 ( n40 CF32DT /E/I11/835 - 3000K CF32DT/E/IN /835 - 3000K 2 X 40W FAX 830K (3) 1032/835 F48T12CWH0 60A/52/SS/XL -130V 1 X 75PAR30 /CAP/NF -130V 1 X 75PM30 /CAPAF -130V 2 X 24W 75HO 830K 1 X 75PM30 /C P/NFL -13 N N/A N/A N/A 75A/67/SSXL -130V 75A/67/SSXL --130V 75A,/67 /SSXL -130V 7514/67/SSXL -130V 75A/67/SSX1 13W 75A/67/SSXL -130V 75A/67 /SSXL -130V 75A/67/W55XI -130V FIXTURE LOCATION RECESSED RECESSED BACK OF HOUSE {:EN.ING� SMART ROOM/CAFE BALM CIRCULATION CAFE STOREFRONT DIVING BOOTH DINING SNUG SMART ROOM BOOTH MOUNTING TYPE SURFACE WALL SLOT WALL RECESSED RECESSED RECESSED RED SURFACE TRACK TRACK TRACK MOUNTED CEILING SURFACE MONOPO NT CEILING CEILING CEILING- CENTER OVER TABLE CEIUNG - CENTER OMER TABLE BOOnL SLOPED WO NG, CENTER ON COMMUNITY TABLE COM - CENTER OVER SNUG TABLE COM - GENTLER OVER BOOTH TABLE WALL- - CENTER OF JUNCTION BOX O 1-0'. CENTER MR MIRROR & LAV • NOTES UNIVERSAL MOUNTING 4' 2 -LAMP FLUORESCENT STRIP W/ SYMMETRICAL REFLECTOR 40' 1 -LAMP BIAX FLUORESCENT RECESSED FLUORESCENT DONINIGHT- CLFAR RECESSED LENSED FLUORES EN DOWIANUGHr CLEAR 2 X 2 2 -LAP RECESSED INDIRECT /DIRECT FLUORESCENT TROFFER 2 X 4 3-LAW RECESSED ACRYLIC FLUORESCENT TROFFER FURNISH W/ LOW 1EUP. BALLAST 0 OILER AND ZERO DEGREE BALLAST O FREEZER; FIXTURE PROVIDED BY IMPS SUPPLIED BY LIGHTING VENDOR SHADE COLOR X; DECORAINE PENDANT LIGHTS; 6' -6' TO BOTTOM OF SHADE UNIVERSAL TRACK HEAD UTWERSAL TRACK HEAD - WHITE - LENSED LENSED WHITE UNIVERSAL TRACK HEAD - WALE 4' SINGLE man RADIUS TRACK- WHITE 6' SINGLE cum RADIS TRACK- WHITE 8' SNGLE CROAT RADIUS TRACK- WHITE F4 EARTH HNSH W/ 8'DIA X 36Y UUMEIATE D992 ORANGE DIFFUSER F4 EARTH FINISH W/ LU LENA1E D987 (2 STRIPES) DIFFUSER. MID: 8' -0'AFF 8'DIA X 18'11 LUMENAIE 0992 ORANGE DIFFUSER, MOD: 6' -8'AFF 14 EARTH FINISH W/ 2rOlk X 15'11 LU ENATE 0993 FUSCHA 262U DIFFUSER, MID: 5' -2'AFF F4 EARTH FINISH W/ UAENATE 0994 PUMPKIN PE DIFFUSER, MTD: 5'-6"AFF F4 EARTH FlNSIIE W/ 23'IIA X 15'11 UP ENA1E D991 ACID GREEN / ACID YELLOW 606U DIFFUSER, MTD: 5'-6' F4 EARTH FINISH W/ 18'0I X 1211 UUMU 1E 0992 ORANGE OFFUSER, 5' -2'AFF F4 EARTH FISH W/ 717" LINEHME 0995 PROCELAN WHITE DFFSER, MTD: R cove PR co ovED AP T UN 142041 City pf Tulcwi� I D I F - - , �. BAKERY CAFE: ' #1215 SYSTEM: 02 BIN PROTOTYPE UPDA "� THOMAS STATE OF SPACER SHING ION 7612 REGISTERED ARCHITECT 44 _ - ,_ / I I _ISSUE DATE: 5407 PROJECT NUMBER A06 -606 DRAWN 13Y .TES DM US ON DO CPR RA • a SHEET NO_ A -3.2 LIGHTING SCHEDULE DETAILS, SECTIONS s rnsa4224.6 1 • r • I e. 4mat 1 1 1 5.1 r/ ° rrrrrrr rr � r rr r \X\ • /. 5 r + a rr r rr r +!+ r + +rr +r+ d e .....vca. r+ +rrr + +rr + +r ' / _ rrr rrrr / / r rrr +rrrr r 0 / // / 4 i / ,- O / / // r / // // +r +rr + + rrMrrr + +r • - 41P rrrr• +rrr • • � /� • , ' / I 3 INY ` 1 • `....... ........• •..... _ ..... •. _........._.. '0 O /f // / // ee // / 7 • 3 ee // a • ••• --- .. .- .4.._.....`.•..r.•r■ .•••■••••••••••••••••••••••••J 1; 1 v m • • • . \ • • •\\ ;\ § 4E E p A ni , ` • r••w�— mo `````w \\ ` • • +��` • • • • /'- , - ' v • • . \ �. 1: ■•• . 4 11 i q , I 1 \ 1 1 h `. v s• • 1 • rr ... r rrrrr / , .rrrr r............................ / /// a ,/ /' . —" / �� 4 g l# 1 .---- r -1 ,// O /, Z S / ' /' • l oc i F0 bihr g 11 i s p JII C A ) • csa NZ • REVISION cr& BAKERY CAFE #1215 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY Q A k TUKWILA, WASHINGTON FREIHEIT & HO ARCHITECTS, INC., P.S. 101110 IFONa 111111AMM91011 ROAK2100 14421.1 13 COUNTER SLOPING WIRES SCALE N.T.S. SUSPENDED CEILING DETAIL SCALE: 114•=l'-o' SPRING CUP • SCALE: N.T.S. TO STRUCTURE ABOVE INS TALL 112 GA. VERTICAL WIRE AT 4'-0' O.C. CONNECTED TO MAIN RUNNER AND STRUCTURE ABOVE. INSTALL AN APPROVED COMPRESSION POST FLUSH WITH TOP OF CLUNG GRID AND STRUCTURE ABOVE. .1" \44, MAIN RUNNER (HEAVY DULY) NOTE: 1. INSTALL AS REQUIRED UNDER ASTM E580, ASTM C635 AND ASTM C636 CROSS RUNNER (HEAVY DUTY) INSTALL. 112 GA. WIRE CROSS BRACING IN EACH PLANE OF MAIN RUNNER AT 12' -0' O.C. AT 45 DEGREE ANGLES IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' -0' FROM EACH WALL $11—HANGER 1H RE BRACING MAN TEE SCALE 3- =1 SCALE: ALT -S G -0' MAX • t LATERAL FORCE BRACING f DONN COMPRESSOR POST AS MANUWACIURED BY USG. (OMIT COITION POST %FEN Aar IS LESS THAT 0.20. SEE SIRUCUJRAL NOTES MERE APPUCABA E.) ALL UGHING FIGURES LIRE TO 8E NDEPENDEN ELY SUPPORIED BY HARE AT NO MORAL CORNERS. SPLICES Ni D NTERSECu0NS OF Ts SHALL BE ATTACHED w/ MECHANICAL NIERLOCFWG CONNECTORS. (POP RIVET'S, SCREW PINS,, OR PRATES •/ BENT TABS) GYP. BD. CLG. DETAIL 8' MAX CROSS TEE SirLiMILALNIBRI.L.11111111LEILIINFTIG_CODES_AND_BEGULAHOM SUSPENDED CEILING NOTES 5/8' GYPSUM BWWD CLING (PANT P1) • SEISMIC SEPARATION JOINTS SCALE: N.T.S. WALL MOLDING RETIREMENTS SCALE: N_T.S PLUMB HANGER WIRES SCALE N.T.S. VERT. HANGER WIRE ATTACHMENT Shot -in anchor Structural concrete Ceiling clip 3 turns Vertical hanger wire 5116' drg-in expansion anchor minimum I Structural concrete Steel strap 1' wide x 2' long x 12 gage minimum Splayed seismic bracing wire Crn SPLAYED SEISMIC BRACING 1 maximum 3' (7) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 4 2001 City Of Tukwila UILDING DIVISIO A) 2003 NTER/ ATIONAL GUIDING CODE (IBC) SECTIONS 803.9 AND 1621.1. 8) ASTM C635 AND ASTM C636 (REFERENCED N IBC 8019). ASTM IS AN ACRONYM FOR AMERICAN SOCIETY OF 1ESTNG AD MATERIALS. C) ASCE --7 SECTION 9.6.2.6 (REFERENCED N WC 1621.12). ASCE IS AN ACRONYM OF AMERICAN SOCIETY of CIVIL ENGINEERS. D) CISCA ROCOMMENDADONS FOR SEISMIC ZONES 3-4 (REFERENCED N ASCE --7 SC(DON 9.6.2.6.2.2-). C6CA IS AN ACRONYM FOR CO NGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION. E) IBC 1021 STATES IM RE, N ANY SPounc CASE, DIFFERENT SECTIONS OF nuS CODE SPAY DIFFERENT MEWS, METHODS OR CONSTRUCTION OR OTHER RE+Q18RDADITS, 11E MOST RESTRICTIVE SHALL GOVERN. WHERE THERE 6 A CONFUCT BETWEEN A GENERA. REQUIREMENT AND A SPECIFIC REQUIREMENT, TIE SPECIFIC RFAIRREIErrr SHALL BE APPUC/t6EE' F) PARTIAL USING OF REQUIRDIENTS FOR SUSPEM ED COMM a) ONLY A HEAVY DULY T —BAR GRID SYSTEM SHALL BE USED. ASCE --7 SECTION 9.6.262.2 GEM A. b) WIDTH of THE PERIIEIER SUPPORTRIG CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS TITAN 2.0 INCHES. ASCE --7 SECTION 9.6.2.6.2.2 ITEM B. c) ON TWO ADUMCENU SIDES, DE GRID SWILL 8E ATTACHED TO TIE WALL ANGLE- POP RIO'S ARE ACCEPIABIE. ON THE OTHER TWO SEES,, THERE SHALL BE A 3/4 NCH CLE RNiCE 8EIMMEEII THE ENDS OF THE GM MD TIE ROLL. ASCE --7 SECTION 9.6.2.6.2.2 ITEM 8. d) SOBLIZER EARS ARE REQUIRED TO PREVENT 11E SPREAD OF MAN BEAMS MD/OR CROSS TEES CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CO NG ASSEMB Es SoSIIIC ZONES 3 a 4, MAY, 2004, INSTALLATION SECAON. ITEM 4. •) FORRETER SUPPORT (TAIL) MIRES ARE REQUIRED TITHBM EIGHT INCHES OF 11E WALL FOR ALL EWES. CECA pL.NES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSN EIS, SEISMIC BONES 3 & 4, MAIL, 2004, NSTALIAIION SEiCT10Nl TTEM 2. f) VERTICM. WAGERS SHALL SE N0. 12 GUAM WIRE SPACED AT 4 FEET ON COMER OR NO. 10 GAGE SPACED AT 5 FEET 011 CENTER ALAN WITH WW RUNNER. DIM WIRE 1URNS REQUIRED. 11111111 16 OUT—OF—MAO UNLESS COUNTER —SLAM ; VMS ARE FRONDED. 9) UITERM. BRACING 6 REQUIREt1t SPLAY WIRE POD AT 12' WIX. O.C. AND T MAX. FROM WI13S. WE RECOMMEND NSDILIAITON OF TRULY COMPRESSIBLE =WS (E.G. SPRING LAMED), OR NO STRUTS AT ALL COCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CLING ASSEMBLES, SEE= ZONES 3 & 4, MAY. 2004, INSTALI/O10N1 SECTON, ITEM 3. h) CLANGS OVER 2,500 SQUMIE FEET MUST WOVE SESIIC SEPARATION JOSffS OR VIAL MOM maroon TWIT BR OM THE CO MG UP INTO ARM NOT EXCEEDING 2,500 SQUIRE FEET. A9CE 7 SECTION 9.62.622 ITEM F. 1 FOR CLINGS WITHOUT RIGS BWIa1G, SPRINKLER LEAD AND OTTE PENOR/OIONS SEPAL MALE A 2SICH OAR= RIM SUM OR AdPTOR THROUGH 1FE CEILING 1RE TO ALLOW FOR FREE MOVEI IT OF AST LFJST 1 -1NAT 11 AIL HORIZONTAL ERECTIONS; OR , SPRNIaTR LJb oaENS1ON W WIVE A 9IRIG JOINT DINT CAM ACCOIi1ODATE 1 NCH OF CEiNG IMOYEMEI1f N /MIL HORIZONTAL DIRECI1016. ASCE -7 SECTION 9.6.2. DEN E 0 CHANGES IN CEILING PLAN ELEAVT10N SHALL BE FRONDED MIRTH POW& POW SWING. ASCE -7 SICnoN 962.6.22 REM! F. - _ k) CABLE TRAYS 1WD EIECIMCM. COCCUS SWILL BE SUPPORTED tenecomx OF 1HE CLING. ALSCE -7 SUCTION 9.62,62.2 REM G. Le T • % - .__._.. . 1 . -. .� BAKERY CAFE: #1215 S YSTEM : An t& RM) PnOTOIVPE • ISSUE DATE 5447 PROJECT NUMBER A06606 •ORAVN8Y: JES D PW MS O ft DD CPIA RA t` SHEET NO_ A -3.4 SEISMAL CLNGG DETAAS RUE: 12 • "i! • •i-' ~f * 1 tj- t-!.ii+..i.�.f • j. t rf• { 1.111. , • • • • I _ r :. Y ; • - ''' 1 " ----- T T ��' `���"TTT o -- '' f I t i 1 -- rum. rrT' .. • . T ,} i++-t1 1 iz Fitu Tt'yai• Lal j i r i H. 4 .1 �V 11 X 1:1 �T. li : lam •L-4-4-al-t4 } t;l, -a.:' _} I mo. a: - • • i. -1:92- i• 1►ult"tLt.- t z V 0 / ' 1 1l :r ■1 p :;;; .:i: ■:il.r ■!■ ■i :. ::: r,:ra: :: l il l: ,a l rs ' :1:31 ; I : ll ' l: Lt Ter rr ■1 ::1::::::111:"4:11... :�'Cl: :�= :::: :: I ';;::t. t' >:l::C l':'::: : :i :■l.t i1 is :::I_ :10 ::::I '!::l:: iI 1 ``,'``,',,�� al Etslrr,ll:l i s: :::: vat ra{ lil li milmwammira IIIuIIIII�mlllllla SHED • A !ll l : / 1 r r ■ ■1r 1 Ira ■ •■ 1 1 : 111■ tat :a lifri■r/lra : . ■ = /1■ u1l q alra:� l 1 r -- r ■ al■ 11 I ■■ t. i u1 1 . ro. l It t.. .!. ! e "" ■ 11 s' I ■ i 1IuIS a.1 r . l■■ li■ u fl ■ta :t■■: ■.■■r lrrra■1111I:;: i:= L P®1 N ®TNII llld ■ B WOMEN'S RESTROOM 340 - INTERIOR ELEVATIONS SCALE: 1/4 -0' t 0 V) A MEN'S RESTROOM 350 - INTERIOR ELEVATIONS SCALE: 1/4 =1'-0' 0 z w 0 SCALE: 1/4= /to- SCALE 11I` =1r-0' • • OEM LTA B IEBD FINISHED EDGE, CEILING TYP. C MORD CONSOLIDATION 170 & BAKERY SERVICE 180 - INTERIOR ELEVATIONS BAKERY SERVICE 180 & CONSOLIDATION 170 - INTERIOR ELEVATIONS C FINISHED EDGE, TYP. RESTROOM ACCESSORY SCHEDULE CEILING QTY 3019 3 2 I PAPER TOWEL DISPENSER OESCRIPOON SURFACE— MOUNTED TOILET PAPER DISPENSER SURFACE — MOUNTED SOAP DISPENSER 42' GRAB BAR 36' GRAB BAR co 8' GRAB BAR (VERTICN-) CN( HOOK SURFACE — MOUNTED SANITARY NAPKIN DISPENSER DIAPER CHANGING STATION MEWS ACCESSIBLE TOILET SIGN WOMEN'S ACCESSIBLE TOUT SIGN LAVATORY PIPE INSULATION TOILET PARTITION WASTE RECEPTACLE LAVATORY WATER CLOSET — URINAL I 1 a1lt ■'u tu■ � 1 .... 1rr■ 4 u, - 1 l : I ..... uai � . + .1 11 111111 -lilt* ° 11 f a 11 ■ 11■.i1 tt ■ ■ U! - ■! 11 -- Mul id 1111 1 1111 111111 fl - _ Jll.■ IN 1. � !■ . ■ -- ■■ v iif A lt■■.•I I1 111 ■ ■ �• ■lr. - - ■■ ■1 ■■ .? — . ■1 r (■ u i IS 111 !■. l ■tl■■] 1. 2 I iail ■ilf 14111 r ■11:tr■ I ■1.F' 1 ■.1.J I ■11.. 1..l U■ta l ■ ' l:: :1 l .7 f. 1 Ua alrl.rfi al■ . ■1a1 D < MONO OPEN BEYOND BOBRICK 8 -2890 ECLIPSE QUICKVIEW BOBRICK 8 -4112 BOBRICK 8 -76717 BOBRICK 8-270 1811X36'I' (T12 BORDER BOBRICK B- 5806 -42 BOBTBCK B- 5806 -36 BOBRICK 8- 5806 -18 KOALA KW—HORIZONTAL P41.800.764.3454 GRIM 6X9 090038K PHI 1.800.542.9941 GRIM 6X9 090058K PHI1 .800.542.9941 LAV UARD TRUERRO 100SERS GREY BRADLEY MILLS 400 SERIES, DUSK GRAY BOBRICK B -2300 AMERICAN STANC ARD 0355.012 AMERICAN STANDARD 3043.102 AMERICAN STANDARD 6601.012 • o MOUNTING HEIGHTS 32'AFF TO TOP, C.L 7 -9' N FRONT OF WC 45.5' TO TOP OF ROUGH OPENING 41'AFFTOTOP 40'AFF TO BOTTOM 36" TO CENTERLINE 36' TO CENTERLINE 41'MAX TO CENTERLNrE 72'AFF ON DOOR. 48'AFF ON AM DOOR 30'AFF TO TOP 26.5' AFF TO BOTTOM 60' AFF TO CENTER 60' AFF TO CENTER INSTALL OVER HOT /COLD WATER & ORAN PIPES FLOOR — MOUNTED, OVERHEAD BRACE FREESTANDING 2' -8'AFF FLOOR — MOUNTED PER ADA INTERIOR ELEVATION GENERAL NOTES: 1. NO FINISH TO BE INSTALLED BEHIND OVEN, PROOFER, AND COOLERS (GYP. BD. TAPE AND SAND) 2. METAL BASE ATTACHMENT AT COOLERS /FREEZER SUPPUED BY MANUF. AND INSTALLED BY G.C. 3. INSTALL VINYL BASE AT TOE KICK OF ALE. BOOTHS AND BANQUETTES 4. S.S. CLOSURE ABOVE OVEN AND PROOFER, SUPPLIED AND INSTALLED BY G.C. SEE DETAIL SHEET 5. MENU PANELS /BANNERS — SEE GRAPHICS PLAN FOR LAYOUT, LOCATIONS, MOUNTING HEIGHTS AND SCHEDULE 6. MILLWORK AND METALWORK SUPPLIED CASEWORK SUPPUED AND INSTALLED BY G.C. REFER TO APPROVED SHOP DRAWINGS FOR LOCATION, DIMENSIONS, DETAILS, AND FINISH. 7. INSTALL NEW CHAIR RAIL & VINYL BASE AFTER PAINT AND VINYL WAL LCOVERING INSTALLATION COMPLETE. r A _ _ • I c i II 1/111 M aa r 1 -s- . -T i _ OPEN BEYOND 0 If ANGLE - -r -7 .--t' , =3 r r --s :1 yA L _iC� 21CfJ i ea r 1 =1 ... is J i C� :, 1 ; i t • .. •i 1: v z 3 • a 0 0 1 CONS SCALE: 1:4 -1'-O' A SCALE 1M' r. r - :I SCALE: 318' = 1'-0` 170 r CAFE 110 - INTERIOR ELEVATIONS ENLARGED RESTROOM PLAN rat 1._ � . I 1 L r • 1 f i 1 i 1 --' 1 _ 1 _ I 1 1 I i SCALE: lie= 1' B • 1 ,1 r --- t O BRIQUETTE T3 TILE PATTERN. TYPICAL EWED FOR i CODE COMPLIANCE APPROVED JUN 1 : i 2001 Oty Of Tukwila GILDING DIVISION J 6x12' COURSE 12x12' COURSE 6'x12' COURSE 12 COURSE 121(12' COURSE 6x12 COURSE 12x12' COURSE 6'x12' COURSE 12'x12' COURSE 12x12' COURSE 6'x12' COURSE 12'x12' COURSE PROVIDE 6' QUARRY TAE AT SERVICE AND KITCHEN AREAS (AT ONNG AREAS, USE 6x12 T3 COURSE) • BAKERY CAFE: #1215 SYSTEM: 02 MAW__ _ PROTOTYPE IJPOA E: r T• 7812 n40V -ff.E0 p;jcR STATE 0:- .. Si- GT riy REGISTERED' ARCM jE:C r CEI ■ ISSUE DATE: 5-14? PROJECT NUMBER A 306 ORA l BY: JES MA US I 00 cps RA SHEET Na A-4.1 ENLARGED RESTROOM PAW R4TER1OR ELEVATIONS fttE 1 7•44 1 0 1 1 ale 1 • - • . ;........ 1 j. ... • &BUILDING PERMIT COMMENTS r ..y I... ... ... .. .. ••• C. ....4..... ... _• ..• i.r-.._ .. r ,...-....:-. Imaynam r - - - ..... .. ._ ,..• ..... ..._.. �. { .. • i ; .. . .• .. ; • .. . ..... REVISION 6 —a &BUILDING PERMIT COMMENTS S/1/07 , 1 .. .. .. ....4..... ..• .....t ....., ,_ ■••• el 1 V 6 —a •I ... , 1 .. .. .. ....4..... ..• .....t ....., ,_ ■••• el .-... _. • ..... • 1 i.r-.._ .. r ,...-....:-. Imaynam r - - - ..... .. ._ ,..• ..... ..._.. 3 1 I ftri m 0 - I • ,1 A i rriiir! F•df, It ;4t4 ti IUU��i�rir4 4' ■0 It 10' ■0 • CEILING W I I j .. I -• 1... I I.• I i_ �.. -...� [- ..a �. •- • ). , ;. _ j--.. -1 r h -I / r O rn Z rnft ti Z CIS Res z 0 v A 5-6 10' -0" CEIUNG 14' -0" CEIUNG 14' —C" 1 0' - 0" CEILING i ■ t a rr O Tftem SOUTHCENTER SQUARE -� 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 10' -0" II II rt. I' U - I I Ii II it III II r T . . h H FREIHEIT & HO ARCHITECTS, INC., P.S. 1011=1VCORO le NE= MOUNDATIM1ON Ps 421/721C0 14 M11 REVISION L!..1 IIler' II I I , I 1 , „ 7.1 v 1 1 11 . ..II 0. I II 0. 1 7 -41 11 II e' C. r•�.mat Il 1 III I II I I .1 I cL i i I II A HEALTH DEPT. COMMENTS 4 4 07 ' A BUILDING PERMR COMMENTS 5 1 07 I N .,«, \ ,,. )/ _ r j...,11 - ;II , I I I ..11.. I II 1 11` Il" X JL IL J Q _ - Tr ,( IA . ( 1 ••1 1 I 1 IP'` � ' T1•_'.11 II II. I < J 1 � I I ® I (3 r .r . II ,1I.I .....11 1 _.. I I I ii ® II r. �.r 11 d.. .. 7 ' I I I ii II 1 ..A , -pii Ls II ril U11 Il 111 111 ;11 III 11I rill 'II _ __ I – ..._L" II L!..1 IIler' II I I , I 1 , „ 7.1 v 1 11 . ..II 0. I II 0. 1 7 -41 11 II e' C. r•�.mat Il 1 III I II I I .1 I cL i i I II I 7 d. II 1 .l1 1 1 i II ' - r..•_'71 II I I II II I I I�-ir- I w II u 7 II .ad. I , II II II I I n II wil ! 11 C • I • ♦ 1 II c. 1 II II 1 11 - 11 N .,«, \ ,,. )/ _ r j...,11 - ;II , I I I ..11.. I II 1 11` Il" X JL IL J Q _ - Tr ,( IA . ( 1 ••1 1 I 1 IP'` � ' T1•_'.11 II II. I < J 1 � I I ® I (3 r .r . II ,1I.I .....11 1 _.. I I I ii ® II r. �.r 11 d.. .. 7 ' I I I ii II 1 ..A _.• ;II II '11 _ _ i T;;ij ��yy w a _ lil--� li tl I I ii II II 11 !I I I II II ' II II 8 ' I ' II I II Ii MW _ I' 0�4� IrIRT1 L I.0 11 41 8 �7 !I ll II II II II 11 II II II 11 ii II _ \ k ,r \/ I ii { 1 11 U • L.::_) . L i_�: :: 3^ ...' .:.w .0 Ti 11 )? / r 1. --1_, z• 11 0 11 IMI r I l _ I Ti 11 4' -0" 10' -0" CEIUNG • • • " • N _ C7 g > se ) , Ill 9t l , I l _, — ..__ C: 1. sit --It _. ft .._. II II II II Ii 11 I' II II II II II ......•Il.,....UM..,.11 NW VIM 11r.Y AIIN IY/ M r ..................,4 7 _•,....,,., ., ..i I ! III •. 111 Ii1 lil Itl III • III 111 1i1 W „ IN II! d1 It • 457 t:7% J 1I II II 1. I•• 10' -0” CEILING '11 u m II Arm ..w��w i•f.. Y•.'r.aw� •.I M�w..ww , � 1 worm...__• mr4:.:: ...�.: • 1 - Id. 'M '1I II 11 II II Il II ,111 Pe wr..w. award. z 0 10' -0" CEIUNG BAKERY CAFE #1215 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON fi b 0 0 m 0 m 10' -0" CEIUNG m m 1 I II 10' -0" CEIUNG N 14' -0" 10' - 0" BULKHEAD aL ........ 1 ,. ...,,,....,..,1 I; I ' . "I ',I I:Ar -; 1 II , I L Ii 1. •I • X11 I I ; . CEILING 0 vl 0 0 v Qo Z z C) 0 0 w I 0 rn m 0 m 0 Cn n I• J_ I I r 17 Liu FREIHEIT ARCHITECTS, IMM1110111110IM SIM mmailmoss & HO INC. P. rt4AWMXI Pi ! • 00 0 0o :r :rarrs�: .1 x 3 01 CY! 4; ! Ti1 l ,S v 01 1 O ,--`\ it.�_z_J -�� li V im- -- - - - 11 1 Iif..-== 1 Ii _ - -; 1 1 1 3 ! 1 e 1 . .: -o : 1> . ! Ti1 l ,S v ' Cifill. T=TTICI: ,--`\ it.�_z_J -�� li V im- -- - - - 11 1 Iif..-== 1 Ii _ 1 c 1 1 .- 1 A BAKERY REAR 300 - INTERIOR ELEVATIONS SCALE: 114' =1-0' OFFICE 310 - INTERIOR ELEVATIONS L SCALE: V4• =1-0' 1 w 0 N CCTV (SAWIS) CCTV (SAWIS) 12' (1) 24' DEEP PLAS LAM WHITE I SHELF (CAPABLE OF SUPPORTING — h -A 42 LBS) (3) 16' DEEP HAM WHITE -: SHELVES MOUNTED w/ IN STRENGTH KV BRACKETS 1 CPU AND CPU POWER RJ -45 & SAVE CPU SERVICE, GIFT CARD, AND CREDIT— CARD BACKUP RJ11 MODEM JACK PRINTER MONITOR POWER FILE CABINET (SEE EQUIPMENT SCHEDULE) SCALE: 3/S' =1-0 1; • B B OFFICE 310 - ENLARGED ELEVATION et Fes- ♦-GENERAL POWER B , SPEAKER WIRE PULL BOX E SOUND SYSTEM POWER PLAS LAM DESK TOP 033' AFF TO BE CLEATED TO WALL - ITY SECUR PUSH - BUTTON OP _ -SAFE TO BE BOLTED TO FLOOR REFERENCE ELECTRICAL DRAWINGS FOR OUTLET PLACEMENT REF ELECTRICAL SHEETS FOR ADDITIONAL ROUGH -IN INFORMATION C CAFE BLACK OF HOUSE RELAY RACK CONFIGURATION (SEE ENLARGED DETAIL) MUSIC EQUIPMENT 1109 (SEE EQUIPMENT SCHEDULE FOR MORE INFORMATION) BAKERY REAR 300 - INTERIOR ELEVATIONS SCALE: 1/4' =1 -0' ` ......N SYST A ■ J11 ( SAME LINE AS FAX) FOR MUSIC SYSTEM INTERNET DOWNLOAD 0 1 W CO) 0 D 1 CC1V MONITOR - N Can f = � 1 -I r - ' • I 1 1 1 l�il I ! 1 1 _ 1—J _ —_ .i __ -_ -. 1 t1 ! LJ E MAKE UP AIR UNIT REF MECHANICAL DWGS 36' 5' X B • -01 1110 — I t N ao r r 11 OVEN 18 QUARRY TIE SIDE E W B VS807 STAINLESS SHROUD TO MMHG BY G.C. FINISH TO MATCH HOOD ACT3 0 10' -0'AFF 57 3/8' HO SECURE E To S R ABOVE. HUM FROM ROOF Q ST RU ° C ORGONAL BRACE AS REQ. i 11---1 1 2--- 1-A---IM. SECTION/ELEVATION @ RACK OVEN SCALE 1?' = 1-0r 1 A :a 1 a 1 RI 1 R 7 1 1 � __ == - - = = -/ 1 - = 1 1 1 1 a s UTILITY 330 - INTERIOR ELEVATIONS SCALE: 1/4 =1 -0' KITCHEN 320 - INT. ELEVATIONS SCALE: 1/4' =1' -0' ACT3 0 10' -0' STARLESS STEEL 0 CEILING BY G.C. FINISH TO MATCH HOOD HANGER FORM CURE a . STRUCTURE ITH E rU 24 6' S.S. HOOD ADAMA TOP OF OVEN BEYOND T i • 97 1/2' FRONT VIEW NINE: SEE IMECTWACM. SHEET'S FOR ALL ROUGH-KS & AM MON L 'Emmaus, i B i of 1 SECTION @ FIREPLACE (WARM) SCALE: 1/2=1W 3 -SIDED 'PENINSULA" GAS FIREPLACE (VERIFY DIMENSIONS w/ MANUF) 117 PLAN/ELEVATION @ FIREPLACE SCALE: 1/7==1-0O s 0 C ( T8 L a PLAN t 0 2 2'- •_ I 1' -10) "; 1' -3' 1 -A" THICK BLACK CLEFT (DARK GREY) SLATE SLAB HEARTH a (' 4 - -- �T -- ... T UNE OF WALL ABOVE -UNE OF VERTICAL FACE OF HEARTH BELOW 2 .N _- t) ' THICK BLK. r HONED (DARK GREY) ! SLATE SLAB HEARTH 5/8' CONCRETE BACKER BOARD ON 3 -5/8' METAL STUDS TO 3' ABOVE CEILING HEIGHT (BRACE EVERY OTHER STUD TO STRUCTURE ABOVE) : 4- 1x1 MOSAIC TILE FINISH (CUSTOM) 3 -SIDED 'PENINSULA' GAS FIREPLACE FIREPLACE SCREEN ATTACHED TO FIREPLACE WITH MAGNETS . 2'() b- 3 t " kJ 0 t 0 1' -0" iTe 1 • VENT THRU ROOF (SEE MECHANICAL AND PLUMBING DRAWINGS) 5/8' CONCRETE BACKER BOARD ON 3 -5/8' METAL STUDS TO 3" ABOVE CEIUNG (TYP ALL SIDES) 3 -SIDED 'PENINSULA" GAS FIREPLACE 5/8' CONCRETE BACKER BOARD ON 3 -5/8' METAL STUDS (VERTICAL FACE OF HEARTH TO RECEIVE TILE FINISH) THICK BLACK HONED (DARK GREY) TYP SIDE ELEVATION SIN. BOTH sIDES x SLAB YY FRONT RO ELEVATION 5/8" CONCRETE BACKER BOARD ON NON COMB WOOD BLOCKING AS REQUIRED ON 3/4" FIRE TREATED PLYWOOD NOTES: 1. REFERENCE PRODUCT INSTALLATION INSTRUCTIONS FOR ROUGH -IN DIMENSIONS. 2. OBTAIN KIT THROUGH: VICTORIAN SALES, CONTACT: JOY CANKAR 1808 LARKIN WILLIAMS ROAD FENTON MO 63026 1 -800- 875 -4788 3. CONTROL FOR FIREPLACE TO BE LOCAL AND REMOTE IN MANAGER'S OFFICE 4. CONTRACTOR TO SPECIFY "3 -SIDED PENINSULA FIREPLACE" WHEN ORDERING 5. MAGNETIC FIREPLACE SCREENS SUPPLIED BY CASEWORK VENDOR, INSTALLED BY G.C. RE�� CODE COMPLIANCE vED APPR jJH 14 WI -- -- ;Gt o T arf r = PUS L+Ch t BAKERY CAFE: #1215 SYSTEM: G2 1WA PROTO UPDA E ISSUE DATE: S-21 -07 PROJECT NUMBER: A06-506 DRAWN BY JES DPU US Dm CO CPU RA SHEET NO: A-4.4 INTERIOR ELEVATIONS & DETAILS c:€ " r . 0 §t 4 SCALE: 3I4"=1 f -76_1194. SCALE 1- e17=r-0o . , EXTEND WALL FINISH MIN 6' ABOVE CEIUNG ACT2 CEIUNG TILE BELOM► SLAB - VERIFY w/ QEC. SECTION @, CPI PANEL CONTINUE METAL STUDS TO STRUCTURE ABOVE — MENU SUPPORT BRACKET TYP TOP do BOTTOM T3 WALL TILE PATTERN OVER" FIRE- TREATED PLYWOOD GYP. BD. 2'- O'Wx3' --0" TALL MENU PANEL ST831 HANGER BRACKET - ST831 WALL SHELF (2) TOTAL 0 BAGEL • T8 QUARRY TILE COVE BASE & FLOOR TILE TYP BOTH SIDES PROVIDE BULLNOSE BASE TILES TRANSITION TO STAINLESS CORNER GUARD BAGEL 1W SECTION 0 B GEL WALL (A) TYP SECTION © BAGEUBREAD WALLS FEEDER CONDUITS ABOVE CLG. - VERIFY W/ ELEC. "—E XTETND STUDS TO DECK OILING TILE 3' METAL STUD BULKHEAD PROVIDE BEAD OF CLEAR SEALANT, TYP ALL SIDES NTING BRACKETS BY MANUFACTURER 11 'CONRRM W/ MANF SHOP DRAVANGS PANEL, REF. ELECIRICML ANEL DOOR(S) BEYOND DUROCK OOD/FF P SEE WALL FINISH PLAN PARTITION, REF PLAN Q(W RY TIE CONE BASE & FLOOR 11LE, FM BOTH SIDES \ 1 CONCRETE SUB ON GRADE NEW CONCRETE MB 121' WIDE -FV EX EL TO EX SUB W/ 13 0 121OC STAGGERED • J CONTINUE METAL STUDS TO STRUCTURE ABOVE END WALL FINISH MIN 6" ABOVE CEIUNG ti ACT2 CEIUNG TILE ACT3 CEILING TILE ACT3 CEIUNG TILE --� MENU SUPPORT BRACKET TYP TOP & BOTTOM, PROVIDED BLOCKING BETWEEN STUDS --� 77— 4'- O'Wx10' -0'T FRP 2'- O'Wx3' -0" TALL PANELS OVER 3 MENU PANEL -\ Iv ARE -RATED PLYWOOD HANG ST832 FROM MENU SUPPORT, PROVIDE BLOCKING BETWEEN STUDS -x n a N OVEN/KITCHEN ST832 WALL SHELF (3) TOTAL 0 BAKERY 2" TALL BLACK ALUM BAND W/ LAG BOLTS WD815 WALL PANELS 4'- O"Wx10' -0'T ATTACHED TO PARTITION 4'- 0"Wx10' -0"TALL FRP WALL PANELS OVER 5/8" FIRE- TREATED PLYWOOD r BLACK BOSTON BUMPER WALL PROTECTION FURNISHED & INSTALLED BY G.C. T8 QUARRY TILE TYP BOTH SIDES TrnTrrnrd U) 0 J P O I U) BAKERY OVEN/KITCHEN 1TP SECTION 0 BREAD WALL (B) A r SEE PLAN SCALE: 3"=r 3' GYPSUM[ BOARD SEE ELEVADONS FOR FINISHES METAL TRACK SATE GIME AS PARTITION HOW, MET& FRAME w/ STOP MIN BOARD SEE DEMONS FOR TIMES METAL 1T, SALE WAGE AS PARTITION HOUOTI MEW. FINALE w/o sia INTERIOR DOOR FRAME DETAILS C g d fa 3d U) W H •q. go. » • • -7 t -_ s. U 0 HOLLOW IEUL FRAME •/ STOP (3) ANCHORS PER JA B (2) METAL STUDS, TYP EMT SSE OF FRAME W WSW BEARD SEE ULVAfl0INS FOR FICHES HOLLOW METAL FRAME w/O STOP (3) M CIIORS PER ,we ( KUL S TYP EACH SIDE OF FRAME SEE ananONS FCR RNISIES ALUM. STOREFRONT & GLAZING REFERENCE SHEET A -2.1 FOR ADDITIONAL INFORMATION ' r i1 Ir : .110 CONTINUOUS BEAD OF SILICONE %!i' DRYW ALL DRYWAL DETAIL © WINDOW FRAME 1 • 1'-6 II BOTTOM OF Beata MIRROR Al 40" A.F.F. D RYWALL 'MM' BEAD BY AMIGO OR EQUAL FEATHER DRYWALL MUD SAND & PAINT SILL DETAIL © EXTERIOR WINDOW 11111■ ■111■■ 111111111111 RI ■■ I'r ■ ■,V11E111111111111111 ■ ■ 1111111111111111111111111111-11111111111111 B 3x3 T7 BELOW A N N 1TLE 111111 ET>GES OF MIRROR FINISHED EDGE OW) TG (101WP) • ACCESS HOLE W/ TRIM RING FOR TRASH • ID FRONT ELEVATION VOFFSET SCALE 3/4 =1'-0' r ............ • • • • • • • • • • • • • • • • • • COLD BEVERAGE BAR FLOOR SINK BAY VOID FOR U11LIT1E S FIXED BOTTOM FIXED BOTTOM VOID FOR FIXED BOTTOM ID 1 Null'? PLAN SECTION A ENLARGED PLAN/ELEVATION @ COLD BEVERAGE BAR NOTE OPPOSITE HATED SNUB CONFIGURATION. ACCESS HOLE FOR SODA HOSES 8'-0" CLEAR (W/ FISH) 6"x12' T8 BASE EXTEND TO EDGE OF CABINET DOOR HUB DRAM REF PLUMBING SHEETS - - V %'lYP ALL SIDES 2 TILE AT MIRROR IN RESTROOMS $ HOT/ COLD BEVERAGE WALL DETAIL SCALE I I Z= .O" SCALE 3'=1'- DASHED UNE DENOTES FOOTPRINT OF SOI MACHINE 1. ADDITIONAL INFORMATION 0 REMOVABLE BAY REQUIRED (IE IS TOE KICK TO REMAIN OPEN OR TILE FRONT FIXED TO BACKER PANEL) 2. SHOULD ACCESS PANELS BE ADDED TO ALL CABINET BACKS FOR FLEXIBILITY & IS THIS CAVATY LARGE ENOUGH FOR THE PUMP 1/2 - u, SS2 9000 SURFACE COURIER TOP /BACK SPASM W/ (2) OPENINGS FOR SODA I ----- & TRASH • 0 Cl 6'x6' 18 BASE SIDES) & tNSDE 4a' REMOVABLE ABLE SHELF 0 END BAY RI]IOVFJIBLE SHELF FLOOR SINK TIREVIEWED FOR CODE COMpj APPROVE JUN 14 2007 City Of Tukwila IN DMSI, N 1'- 011WQ' -0'H RE]I WABLE ACCESS PANEL FOR PUMP a 1106E (2 TOTAL) 18 TIE FLOOR &BASE TO MATCH ADJACENT \%%_ PATTERN (3 SIDES OF BAY) REFERENCE OITA< THIS SHEET FOR ADJACENT PARTITIONS 272 T13 TIE TO 6' -07W 0 COLD MIME f (-OWE 0 HOT BEVERAGE BAR ODOR OF HOT/OOID BEVERAGE BAR EELOIT COUNTER DASHED M.NE DOSOIES HOiT /COLE) BEVERAGE BAR r r.'-' I E BAKERY CAFE: #1215 SYST 024 W� PIEOTOT M: 1lPOA E: s 3 1 1 1 I ISSUE DATE 3247 PROJECT 'imam A06 -606 DRAWN SY: JES OPtt YS BD Clot RA SHEET NO: A-4.5 DETAILS a SECTIONS /215.44 Sas • a 1i-. EI. 1 __ -- ; .1 [1111 Et It ./ I.__IL _7. 1 24 SCALE: 1' =1•-0' COUNTERTOP SUPPORTS P -LAM FRONT PANEL OF ESPRESSO BAR 6 "x12' T1 BASE REF FLOOR PATTERN PLAN FOR PATTERN SECTION © ESPRESSO SCALE: r =1•-0 CASEWORK PROVIDED BY MILLWORK CO & INSTALLED BY G.C. SET DIRECTLY ON CONCRETE SLAB 6x6' T8 QUARRY TILE FLOOR & BASE SECTION @ BAKERY T3 TILE FINISH (SEE ELEVATIONS AND FINISH SCHEDULE FOR PATTERN AND SPECIFICATION) tom 1 MANF STANDARD TRIM. COLOR TO MATCH FRP2 • • • • • • • EQUIPMENT #840 WALL SHELF FRP -2 WAINSCOT & BLOCKING AS REQUIRED TO ALIGN WITH TILE(SEE SHEET A-4.8 FOR SPECIFICATION) SEE FLOOR PLAN SHEET A -21 AND PARTITION TYPES SHEET A4.7 FOR WALL CONSTRUCTION MANE STANDARD Mk COLOR 70 MATCH FRP2 QUARRY TILE COVE BASE & FLOOR TILE SCALE 3 -0r ACCESS PANEL FOR CONDUITS, SEE PLAN FOR LOCATION SERVICE s CONDUITS FOR SPECIAL SYSTEMS & EIELCTRICN. 0 REGISTERS, SEE PLAN FOR LOCATION • • • • • CUSTOMER SIDE 111 11 11 i 11111 EMPLOYEE SIDE SECTION @ SERVICE WALL I C: 1 1 11 11 11 1 1 1 1 1 „ SOME - 3fr=1'-0' EMPLOYEE SIDE CUSTOMER SIDE NOTE REFERENCE CASEWORK SHOP DRAWINGS FOR ADDITIONAL INFORMATION. REFERENCE PLUMBING DRAWINGS FOR FLOOR SINK LOCATION 6"x12" T8 COVE BASE ALONG ALL INTERIO SIDES OF ESPRESSO BAR REFERENCE ELECTRICAL FOR RE(EPTICAL LOCATIONS, ETC. CHASE FOR WIRING BUILT INTO CASEWORK REMOVABLE FRONT CASEWORK PANEL 6x12' T1 BASE, SEE PLAN FOR FLOOR PATTERN NOTE: REFERONCE CASEWORK SHOP DRAWINGS FOR ADDITIONAL INFORMATION. TOP ELEVATION s k MEI FRONT ELEVATION 16GA SS CORNER GUARD ON WALL CAPS 8' WIDE OR LESS SECTION/ELEVATION a PHONE RECESS SECTION DRYWALL/PLYWOOD REF PARTITIONS TYP BACK OF HOUSE CORNER GUARD CALE: 3/4•=1•-0' PRE-FAB FREEZER WALLS & SCREED BY E.S. Si' CONC. SLAB. TOP SWILL ALIGN W /EX SLAB 6' STAINLESS STEEL BASE ALONG INTERIOR & EXTERIOR OF FREEZER 6" #4 REBARO2' -0"0C DOWELLED & PINNED INTO CENTER OF EX CONCRETE SLAB (ALL SIDES) CONCRETE SLAB ON 15 MIL VAPOR BARRIER 4" CONC. SLAB FLOOR 4' MIN COMPACTED GRANULAR FILL (ALL SIDES) 1 SECTION © WALK-1N FREEZER CALE: 1- 1/2' =r-0' ACCESS HOLES i FOR WIRING i 0 SEE SHOP DINGS 1; 1 REMOVABLE f 1 0 1 FRONT PANEL 1 1 1 t � I --, I 11 I t ! I 14 6x12' T1 BASE REF FLOOR PATTERN PLAN FOR PATTERN SECTION 0 CONSOLIDATOR • 4 CUSTOMER SIDE 4 { . _ - 2X FRAMING AS REQUIRED. EMPLOYEE SIDE TILE ABCNE & BELOW. MILE FRAME BEYOND. 1¢' MAPLE FRAIL STAINED TO MATCH CASEWORK. WALL FINISH VARIES, REF FINISH SCHEDULE T8 COVE BASE W/ BULLNOSE TOP T8 COVE BASE W/ BULLNOSE TOP & SIDE TO FLOOR TILE 0 0 NOTE: REFERENCE CASEWORK SHOP DRAWINGS FOR ADDITIONAL INFORMATION. DASHED UNE DENOTES FREE- STANDING EQUIPMENT. REF EQ SHEET'S. ATTACH FLOOR SHOE / CASEWORK DIRECLTY TO CONCRETE SLAB Ys' FINISH GRADE PLYWOOD SINNED TO MATCH CASEWORK OWED UNE DENOTES PHONE LOCATION. 2•• HOLE N PLYWOOD FOR TEIEPIWONE CONNECTION. %' GYP. BOARD OR PLYWOOD. SEE SHFAT A-2.0 6" T8 COVE BASE & FLOOR TILE 1Y x 1Y' 16GA SS CORNER GUARD T8 COVE BASE w/ BULLNOSE TOP & SIDE INSIDE OF FREEZER 96" DRYWALL /PLYWOOD REF PARTITIONS ATTACH SCREED TO TREATED BLOCKING IN FLOOR Qi 0 d INSTALL CON11NUOU05 BEAD OF CLEAR SILICON CAULK f'x2' WHITE OAK CHAIR RAIL (WD849) IN SMART ROOM AS INDICATED PER ELEVATION INSTALL CONTINUOUOS BEAD OF CLEAR SILICON CAULK %N5' WHITE OAK CHAIR RAIL 4)• REF ELEVATIONS EXTEND VWC MIN 1' UNDER CHMR RAIL & BASE. INSTALL CHAIR RAIL ON TOP OF WC. SEE INTERIOR ELEVATIONS FOR WALL FINISH 6' VINYL BASE, SEE INTERIOR ELEVATIONS 4. SCALE 1- 112" =i'-0" 4 WALL FINISH VARIES. REF FINISH SCHEDULE :• T8 COVE BASE w/ BULLNOSE TOP T8 COVE BASE W/ BULLNOSE TOP & SIDE (2) 2x8 TREATED LUMBER SLEEPERS (VERIFY LOCATION WITH COOLER MANUFACTURER) URETHANE SEALANT EXISTING CONC. SLAB QUARRY TILE FINISH T8 BY TENANT'S G.C. — „— `— ! vis 0 0 • c • f 3 a yr V d Vol' 1W . O o- at i *& L� * &,Leii♦� 2 LAYERS OF 2' THICK URETHANE SHEETS ON 8 MIL VAPOR BARRIER 1/2' PREMOLDED JOINT FILLER (ALL SIDES) NOTE ALL WOOD IS SUPPLIED PRE - STAINED & FINISHED BY CASEWORK SUPPLIER. G.C. TO CUT TO LENGTH, PROVIDE RETURN EDGES, STAIN & FINISH AS REQUIRED. TYP CHAIR RAIL HEIGHTS T8 FLOOR TILE • r4 TURN CARPET TILE REF SHEET A -2.2 12' JOHNSONITE FLOOR LEVELER MODEL LS40 SS SCHIENE SCHULTER TILE /CPT TRANS • P• • • • © TYP T1LE/CARPET TRANSITION SCALE: r=1' -O 4 8 INSIDE OF COOLER CALE 1- 1/2' =1•-0' SECTION @ WALK-IN COOLER SCALE 3/4' =1'-0' 0 1 t 1. • • • SCALE 314`=ro FLOOR TILE REF FLOOR PATTERN PLAN INSTALL MOUNTING HARDWARE TO CONCRETE SLAB, REF SHOP DINGS COOLER WALL & SCREED BY E.S. - REF SHOP DRAWINGS 6' STAINLESS STEEL BASE ALONG INTERIOR & E CIER1OR OF COOLER TYP BOOTH WALLS WD701 6" VINYL BASE REF FINISH SCHEDULE 2x4 TREATED SLEEPER (VERIFY LOCATION WITH COOLER MANUFACTURER) NEW CONC. SLAB 014 15 MIL VAPOR BARRIER INSIDE COOLER QUARRY TILE T8 BY TENANT'S G.C. 0 6' �4 REBAR 0 2' -0 DOWELLED & PINNED INTO CENTER OF EX CONCRETE SLAB (ALL SIDES) SURFACE SUPPLIED BY CASEWORK SUPPUR G.C. TO INSTALL & SEAL 1/2' x 1 1/2' SOLID SURFACE TRIM & CORNER BEAD 1'x5' MAPLE CHAIR RAT. SUPPLIED PRE- STAINED & PRE - FINISHED BV CASEWORK SUPPU1R. G.C. TO INSTALL & PROVIDE RETURN EDGES (W0804) Scat*" 0 1O' -0' O.C. W/ S' METAL STUDS 0 16' O.C. INFILL 5/8' GYP. BD. -BOTH SIDES BY G.C. FY FINISHES ON ELEVATION SHEETS 4x 5.4010' LONG VERIFY FLOORING MATERIAL FLOOR FINISH PLAN 11- (2) 1/2' EXPANSION ANCHOR • EACH POST TYP 1 /2HT WALL (SOLID SURFACE) W0®03 TOP CAP- SUPPLIED BY CASEWORK SUPPLIER G.C. TO INSTALL & SEAL 1'x5' MAPLE CHMR RAIL SUPPUED PRE— STAINED & PRE—FINISHED BY CASEIINORK SUPPLER. G.C. TO INSTALL & PROVIDE RETURN EDGES (11X104) avow • 1O'-0 0.c. - y/ 3 ' METAL STUDS 0 16' O.0 mu. L /8' GYP. 80. —BOAT SIDES BY G.C. FISHES ON ELEVATION SHEETS TYP 1/2HT WALL 4x 5.4 0 10' LONG VERY FLOORING MATERIAL ON FLOOR FINISH PLAN ' 1/2 EXPANSION ANCHOR • EACH POST NOTE: INSTALL S-01. SONOTUBE CENTERED ON FLOOR DRAIN. POUR CONCRETE FLOOR SLAB OUTSIDE OF SONOTUBE. ONCE CONCRETE CURES. REMOVE SONOTUBE & POUR REMAINING CONCRETE AROUND FLOOR DRAIN. SLOPE Ys' PER FOOT TOWARDS DRAIN. No: Tug DTA DETAIL © FLOOR DRAIN SCALE 3/4"=1t0' NOTE: CONTACT LATICRETE INTERNATIONAL, INC. 1- 800 - 243 -4788 PLYWOOD SUBSTRATE FROM 2' -WAFT TO CEILING FRP WALL PANELS OVER CEMENT BOARD TO 2' -0'AFF REF PARTITION TYPES TENANT DEMISING WALL LATICRETE 9235 WATERPROOF MEMBRANE 2' -0• DASHED UNE DENOTES REINFORCING FABRIC • -4 _ e • FLOOR TILE, REF FLOOR PATTERN PLAN EX. CONCRETE SLAB SECTION © WATERPROOFING SCALE: 1 -1f2' =1•-0' Fair wrgAr . ..vim _ . Ill CARPET EVDER-;\ JOHNSONITE LS4.0 12' FLOOR LEVIEIER SCALE r-r=rr • 44 4 4 - • 4 . 4 4 4' a; TILE/CARPET TRANSITION ' -0'0 SONOTUBE NW' T8 UARRY TILE EXTERIOR DOOR & STOREFRONT RE F INTER ELEV. 1 ALIGN TILE w/ THRESHOLD FLOOR TILE/GROUT REF FLOOR PATTERN PLAN FOR LAYOUT CONCRETE SLAB ON GRADE PDAKO 168A THRESHOLD OR MODIFY EXISTING. G.C. TO INSTALL USING RIM PHILLIPS (FACTORY PROVIDED) EXTERIOR EXPANSION JOINT FOR REFERENCE ONLY THRESHOLD @ VESTIBULE DOOR SC4LE:3 SCKOTER- 9CHIENE STAMAESS STEEL TRANSITION EDGE STRIP INSTALLED FLUSH W/ TILE. SELECT EDGE STRP HOGIiT BASED ON TILE - GROUT INSTALLED PER MANF RECCOMMENDAT1ONS FLOOR IRE, REF FLOOR FINISH PLAN • - 4 - CONCRETE FLOOR INSTALL IRA/COMM STRIP PER IIHANUFAICIURER"S', ( 1 r J� BAKERY CAFE: # SYSTEM: 62 MARM! PROTOTYPE UPDATE: 200546 r --• 1 1 E i ISSUE DATE 3-247 PROJECT MAUBER A06-606 MUM SY: JES OM MS Ott OD CPI& RA SHEET Ha A-4.6 DETAILS 8 sEC IONS FIE: Q154114S00 b I 1 �i A r goo' g e.,.... q ........ t • • • 1 BAKERY CAFE: #1215 SYSTEM: 02 ON PROTOTYPE UPOA 1 1 J PARTITIONS a+swssao SHEET NO. ISSUE DATE: 3-247 PROJECT AMMER A06606 DRAWN ter: ,ES DPIt Tins OR 00 CM PA A-4.7 1 BAKERY CAFE #1215 SOUTH CENTER SQUARE r goo' g e.,.... q ........ - 3 /' IKERS AICHEO 3 O -5 4 ' O.C. MAX. ALTERNATATT E DIRECTI K TO ST ABOM1IE A80iVE Illlllllllllltlluu l PI 0 null ❑Itl 011lllp o co v' 2 Z 0 1nllnlutullnnl IIU11111111u W10 M - _ _ _ = , 1�1 A = :- = - M S ABOVE REFERENCE HEAD DETAIL SCHEDULED CEILING 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS O 24' O.C. MAX. 5/8" TYPE 'X' GYP. BD. ATTACHED w 1" TYPE 'S' SCREWS O 8" O.C. ALONG EDGES, O 12' O.C. IN THE FlELD OF THE BOARD. JOINTS ORIENTED REDV SIDES OF ASSEMBLY. � _ 0 a -1 .nlunnunnlur HIIILHI1V IIIL lL1 � i4 llllt1111111 LT SCHEDULED �, « EpLL,ED CEILING C EILING 20GA CANNEL RUNNERS ATTACHED ~ W/ FASTENERS 0 24" O.C. MAX. WA a � 5/8' TYPE 'X' GYP. BD. ATTACHED W/ 1' TYPE 'S' SCREWS O 8' O.C. Aw ALONG EDGES, 0 12" O.C. IN THE ♦ B 1 FlELD OF THE ARD. JOINTS kM STAGGERED DVOPPOSRE SIDES OF ASSEMBLY. SCHEDULED BLOCKING AS REQUIRED SCHEDULED CEILING BLOCKING AS REQUIRED 'X' GYP. BD. ATTACHED TYPE 'S' SCREWS O 8" EDGES, O 12' O.C. IN OF THE BOARD. FURRING OR METAL STUDS DRY OR PREMIXED JOINT APPLIED IN TWO TO JOINTS & SCREW PAPER TAPE, 2' WIDE, IN FIRST LAYER OF OVER ALL JOINTS. DUROCK BRAND CEMENT p ATTACHED TO METAL STUDS Y' HOT-DIPPED GALVANIZED O 8" O.C. STRUCTURE/PARTITION SCHEDULED COKING ammo AS REQUIRED LOC CBUNG \- PLYWOOD ATTACHED W/ 1" TYPE 'S' SCREWS O 8" O.0 ALONG EDGES, O 12' O.C. IN THE - FIELD OF THE BOARD. 5/e PLYWOOD ATTACHED W/ 1' TYPE 'S' SCREWS O 8" O.C. ALONG EDGES, O 12" 0.C. IN THE FIELD OF THE BOARD. 5/8" TYPE W/ 1" O.C. ALONG THE FIELD 5/8" TYPE T GYP. BD. ATTACHED W/ 1" TYPE 'S' SCREWS O 8" O.C. ALONG EDGES, O 12" 0.C. IN THE FIELD OF NE BOARD. 20GA METAL FURRING OR MENU duos 2OGA METAL � � 20GA MET/. FURRING OR METAL SUDS � y ` `� PA M I i `� CANNEL SHAPED 20 GA. STEEL STUDS 0 16 in. O.C. MAX. VINYL. DR OR PREMIXED JOINT COMPOUND, APPLED IN TWO COATS TO JOINTS do SCREW HEADS; PAPER TAPE, 2" WIDE, EMBEDDED IN FIRST A CAN NEL SWIPED 20 GA. STEEL STUDS 6 in. O.C. MAX 1 O 16 VINYL, COMPOUND, COATS VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS & SCREW o . VINYL, DRY OR PREMIXED JOINT Ill 11751/1/2:DlILENS[ONlyg COMPOUND, APPUED IN TWO COATS TO JOINTS & SCREW HEADS; PAPER TAPE, 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. 2OGA CIUWNEL RUNNERS ATTACHED W/ FASTENERS 0 24 O.C. MAX. HEADS; HEADS; PAPER TAPE, 2" WIDE, = _ _ - I = = _ 1 A 1 EMBEDDED COMPOUND � 5 8" ; , W/1 % SCREWS EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. LAYER OF COMPOUND OVER ALL 4,61 JOINTS. -� SOUND BATT. INSULATION. FASTEN EA. BATT TO WALLBOARD BASE LAYER � k FO M IA. 4 / Ft • STAPLE. 5 STAPLES �1, 5 / 8 . DUROCK BRAND CEMENT �� % BOARD ATTACHED TO METAL STUDS ■�� YV /1 Y" HOT-DIPPED GALVANIZED SCR 0 8' O.C. 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS 0 24" O.C. MAX. 0 ' = < 5/8" DUROCK BRAND CEMENT BOARD ATTACHED TO METAL STUDS W/1 Y HOT - DIPPED GALVANIZED % SCREWS 0 8' O.C. EM BOARD 5/8" DUROCK BRAND CNT BOARD ATTACHED TO METAL STUDS - W/1 Y HOT DIPPED GALVANIZED SCREWS 0 8 O.C. EXISTING STRUCTURE /PARTITI : 0 N EXISTING STRUCTURE /PARTITION EXISTING 1 A 1 1 EXISTING STRUCTURE /PARTITI FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR USE F 7/8' FURRING F6 USE 6' wi STUDS © SEE PLAN DIMENSION E6 USE 6' MAIL STUDS D USE 7/8" FURRING ' 06 USE 6' MR STUDS DS SOUND BATT c SEE PLAN C6 USE 6" MIL STUDS p SEE USE 6' MR STUD S EE PUN DIMENSION S STUDS SOUND BATT INSULATION F INISH SOUND BATT INSULATION SOUND BAIT INSULATION INSULATION 1 5/8' MIL STUDS - 1/2" RMAD INSULATION 2 1/2' MR STUDS BAT! INSULATION 3 /8 MIL STUDS TT INSULATION co USE 1 5g8' MIL STUDS 1 -1/2' RID(�D INSULATION El USE 1 5/8' MR STUDS Eg 8' THICKNESS TO D1 USE 1 5_/137 WI STUDS MOD 1 - 1/2' OD INSULATION C1 USE 1 5/8' MIL SIUD6 USE 2 1/2 MR SUDS Al USE 8MR STUDS �C, 8' T TO FI SH B1 B2 USE 1 USE SOUND NOTE: ALONG EXTERIOR 1 - 1 / 2 ' � � MEL STUDS u INSULATION NOTE: ALONG EXTERIOR MIL STUDS WALLS, USE CONTINUOUS U INSULATION VAPOR BARRIER ON WARM SIDE OF INSULATION. NOTE: ALONG DCI RIOR F2 USE 2 1/2 MMx STUDS WALLS. USE CONTINUOUS SOUND E2 USE 2 y2 D2 D3 USE 2 1/2 � MTL SR S WAS, SOUND BATE I�1SU.ATION VAPOR BARRIER ON USE 3 5/8' TEL STUDS WARM SIDE OF SOUND BATT INSULATION INSULATION. A2 1JSE MR STUDS R ED CODE COIWP 3 5/8' MIL STUDS CE APPROVED � ON %8 SOUND u USE 3 5/8" MIL STUDS F3 D Mn. N � t� SOUND BAIT INSULATION E3 8' USE 3 5J B3 USE SOUND A3 USE INSULATION. SOUND BAATI 2' S/ � MIL STUDS M_ JIfN i � 2U07 A4 AND F RIT N TYPE F .A TYPE E AON Ir U 'TIMIN TYPE D • PA ITI' N TYPE C P" "'' N TYPE B O PARTITION TYPE A ' SC '-a' ` S :1'� S �•-0* B Sc *-o Ste: 1- 1rr Y Of ILA =r-o* (cwlla "��`��IOfV STRUCTURE ABOVE 3 KICKERS ATTACHED 0 4' 0.C. MAX. ALTERNATE DIRECTION TO STRUCTURE ABOVE 0 4' O.C. MAX. ALTERNATE A f 3 - 5/8" KICKERS ATTACHED DIRECTION TO STRUCTURE ABOVE 3 - 5/8" KICKERS ATTACHED 0 4' O.C. MAX. ALTERNATE DIRECTION TO STRUCTURE ABOVE ` s ` ° m 3 - 5/8" KICKERS ATTACHED 0 4' O.C. MAX. ALTERNATE DIRECTION TO STRUCTURE ABOVE ; 3 KICKERS ATTACHED 0 4' O.C. MAX. ALTERNATE DIRECTION TO STRUCTURE ABOVE ',R I ! } 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS O 24' O.C. MAX. " r 5/8 TYPE 'X GYP. BD. ATTACHED W/ 1 TYPE S' SCREWS A 8 O.C. ALONG EDGES, 0 12 O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICAL AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY. a _ ° co a rl o II0 ■ , � W i►-� r-4 4 ` _ �1, ~ 0-4i CEILING LFD ~ 20GA CHANNEL RUNNERS ATTACHED �� W/ FASTENERS O 24' O.C. MAX. ~ -� � 5/8 TYPE 'X' GYP. BD. ATTACHED � ♦ W/ 1 TYPE S' SCREWS 0 8' O.C. AI.iONG EDGES, O 12' O.C. M THE ♦� THE BOARD. JOINTS )~S VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY. . EDUI ED CEILING 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS 0 24" O.C. MAX. 5/8' TYPE 'X GYP. BD. ATTACHED W 1' TYPE 'S' SCREWS O 8' O.C. EDGES, 0 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGED ON OPPOSITE SIDES OF ASSEMBLY. I 5/8" PLYWOOD 0 ° 10 Id o to m o 1 11 CEIU 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS O 24' O.C. MAX. 5/8' TYPE 'X' GYP. BD. ATTACHED W/ 1 TYPE S ' SCREWS O 8 O.C. ALONG EDGES, O 12' O.C. IN THE HELD OF 1 THE BOARD. JOINTS ORIENTED % VERTICALLY & STAGGERED ON OPPOSITE SIDES OF ASSEMBLY. %" PLYWOOD ATTACHED W/ 1' TYPE • CEILING 20GA CHANNEL RUNNERS ATTACHED -. CEILING 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS o 24" O.C. MAX. - - � j PLYWOOD ATTACHED W/ 1 TYPE 'S' SCREWS • 8' O.C. ALONG O T IN HELD OF NE BOARD. .JOINTS ORIENTED VERTICALLY AND Ap(;EREO ON OPPOSITE S1DE5 OF ASSEMBLY. "PO�O� i� ♦ ■ ♦ '` � ♦ ��� �� � • ♦ �� +�� • � � � � • ���E �� , s ♦ ♦ . ∎ ,` . W/ FAST ENERS 0 24' O.C. MAX. : ' PLYWOOD ATTACHED W/ 1' TYPE S' SCREWS 0 8 O.C. - ALONG EDGES, 0 12 O.C. IN THE FIELD OF THE BOARD. JOINTS ORENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY • S' SCREWS 0 8" O.C. ALONG EDGES, ON SDE WITH WALL SHELVING CHANNEL SHAPED 20 GA. STEEL STUDS 0 16 in. O.C. MAX. CHANNEL SHAPED 20 GA. STEEL. STUDS 0 16 in. O.C. MAX. ♦4 /♦ ♦ , 1'� ..� M ♦ iW CHANNEL. SHAPED 20 GA. STEEL STUDS 0 16 in. O.C. MAX. PREMIX!) PRELO JOINT , APPLIED IN iw0 COATS TO JOINT'S & SCREW HEADS; PAPER EMBEDDED I a~� }� r• 0 12' O.C. IN THE FIELD OF THE BO JOINTS ORIENTED VERTK AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY. CF1AN NEL SHAPED 20 CA. STEEL STUDS 0 16 in. 0.C. MAx. VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN Two COATS TO JOINTS & SCREW HEADS; PAPER TAPE WIDE, DO IN FIRST CHANNEL SHAPED 20 GA. STEEL STUDS o 16 in. 0.C. MAX. - � I � - 41 i ammo_ SHAPED 20 GA. STEEL. STUDS O 16 in. O.C. MAX. VINYL, DRY OR PREMIXED JOINT L OF COMPOUND OVER D COMPOUND, APPLIED IN MO COATS O of COMPOUND OVER ALL UROCK BRAND SIT F ATTACHED TO METAL STUDS W/1 ' HOT-DIPPED GALVANIZED 0 8' O.C. 20GA CHANNEL RUNNERS AlT11Ct® W/ FASTENERS • 24' 0.C. MAX. AI 20GA CHANNEL RUNNERS / ATTACHED w/ FASTENERS 0 24 O.C MAX. ♦ ♦ E�� , ���� ; .4.4. , W -IN 5/8' DUROCK BRAND CEMENT ATTACHED TO AL STUDS IE W/144" HOT - LAPPED GALVANIZED SCREWS O S' 0.C. 2001! CHANNEL RUNNERS ATTACHED / W/ FASTENERS 0 24 0.C. MAX. 041 SOUND BATT. JONES ` TO JO & SCREW HEADS; PAPER TAPE, 2" WIDE, EMBEDDED W FIRST ft LAYER OF COMPOUND °VER AU_ IOW JOINTS. INSULATION. FASTEN EA. BATT TO %TALLBQARD BASE LAYER : W/ MIN. 9/16' STAPLE 5 STAPLES o N o Lai ::: I � , ' ♦ ♦ • (� • ;•••• ■ 4 O • § • • o N FOR Ell 4 FT. PIECE 5/8' DUROCK BR D CEMENT ; < / BOARD ATTACHED TO METAL STUDS �� ■ M /1 -' HOT -OPPEL GALVANIZED % ; SCRUMS O 8' Q G. 20GA CHIAIV[�IEL RUB ATTACHED r4 W/ FASTENNERS O 24 O C. WX ♦� " - 0A • N o N - _ N i 5/8' DUROCK BRA D CEMENT BOARD ATTACHED TO METAL STUDS W/14 HOT CAL I /MIRED 9CZiEWS 0 8" 0.C. 20GA CHANNEL RUNNERS ATTACHED W/ FFASTENERS O 24" O.C. WDC ' BATT. �. FASTEN P- � EA. BATT TO WALLBOARD BASE LAYER % ~ WN. W/ 9/16' STAPLE 5 STAPLES �. FOR EA. 4 FT. PIECE ,W4' ` —5 fir OIIROCK BRAND CEMENT ~� ' BOARD ATTACHED TO METAL STUDS W/1" HOT -LAPPED CALVAMZFD SCREWS 0 8- 0.c. , m-g 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS • 24' O.C. MAX. 8' FINISHED FLOOR }_ - FINISHED FLOOR FINISHED FLOOR FUMED FLOOR FINISHED FLOOR FINISHED FLOOR ® SEE PLAN In USE 2 -1/2 MIL STUDS K SEE PUN ORIDISION = USE 8' Wit STUDS a SEE Phil ONENSION j6 USE C Vii STUDS H SEE PINT DINE ON El I& 6' MR. =Ds c SEE PLAN DIMENSION r=' USE 6' M71. STIRS K1 USE 1 5/$' Mn. MUDS = 8' TIIpONE'SS To rum m us( 1 5/8' MR STUDS Jg 8' THuciIE;SS TO HMI N1 E USE 1 5/8' Mn. SRN S gl 8" f U iGE.SS TO FINISH USE 2 1/2' MIL STUDS 61 U6E 1 5/8' MR. STNS ® 8" THICKNESS TO FINISHI LA USE 3-5/8' MILT STUDS E USE 2 1%2' LTIL SIW6 JZ USE 2 1/2' MR. STNS r USE 2 1/2 MIL STUDS s _,, ® usE 3 5/8' MIL SEWS PARTITION TYPE K 0 , 13 USE 3 5/8' MIL SEWS ® USE 3 5/8' MR SAWS C : • ® USE 3 5/8' MIL STUDS r!.( 1 ;.; USE 3_ _5A' Mn. STNS ® AND 90th BATA MUTTON E .. , . ... •. _ i PARTITION TYPE G SCALE: 1- W= r-0r LA USE 6' MIL SKIDS ' PARTITION TYPE J PARTITION TYPE M PARTITION TYPE L PARTITION TYPE H SCALE: 1- 1/7=r-0r M SCALE: 1- 1,Z' =r-Cr $C JEE: 1 -1=r4' ? SCALE: 1- 1rr =r-0r SCALE: 1- sa=r4r t • • • 1 BAKERY CAFE: #1215 SYSTEM: 02 ON PROTOTYPE UPOA 1 1 J PARTITIONS a+swssao SHEET NO. ISSUE DATE: 3-247 PROJECT AMMER A06606 DRAWN ter: ,ES DPIt Tins OR 00 CM PA A-4.7 1 BAKERY CAFE #1215 SOUTH CENTER SQUARE HARDWARE SCHEDULE QTY. PROVIDE : PER DOOR SUPPLER BARS, DOOR TYPES MATERIAL & FINISH LEGEND - WARM SCHEME NUMBER I DESCRIPTION J LOCATION NUMBER DESCRIPTION LOCATION GROUP 1 - (ENTRY W/ LOCK) HARDWARE TO EI PROVIDED BY LANDLORD (NCI HINGES. STOPS, Pl1LUPUSH CEILING TILE ACTT USG FROST 1 414; SEE: 2' x 2' x 3/4'; EDGE: SLR GRID: DX Gtr & TILE COLOR MIA 1246 (PREEN ISIED) DING & CIRCULATION AREAS Ti CR SSVIE PIINERII TERRACOTTA SPB-1, COLOR: TERRACOTTA (RED), SIZE12' X12 , 6' X12. REF A -2.2. A -2.3 & A -4 SERIES FOR PATTERNS BAKERY/ GEE/ OVEN WALL YVEATHERSTRIPPI NG, a THRESHOLD). SOLID CORE WHITE °"'K 16GA SS K(CKPUITE RESTROOM ONLY --- 1 EACH 1 EACH 1 EACH - - ____. -_ ..- -- EXIT DEVICE 18-R (PANIC BAR) CYLINDER (VERIFY CAM. & FINISH Lan.) CLOSER 8616FHP WI D58T STOP - AS REQUIRED (US28) OVALL MOUNTED #407 1/2 PA28) ( FLOOR MOUNTED #436 OR #438 PA28) --- - -._.. MONARCH FALCON DORMA IVES NES ! '( / / / / / / TOP. / CUS - -- � -- - I \ \ \ \\ UiQ 13260 LAY- USG GYPSUM SHEETROCK EIILAY-IN PANEL CUYAPWS,, 2'x2' VINYL. FINE TEXTURED, PATTER! WHITE SQUARE EDGE W/ USG -DONN DX GRID SYSTEM COLOR: WHEIE(TEGUUR TYPE OF TILE) _ _ LINE - - -- - - - -- KITCHEN T2 13 CROS ILLE PANTRA SUNRISE SPB -2, COLOR: OR SUNRISE (YELLOW). SIZE: 12'X12' REF A -2.2 & A -2.3 FOR PATTERN RESTROOM IiSG GYPSUM SHEEiROCK BRAND LAY -N PANEL. CUMAPUUS 2'x4' VINYL. FINE TEXTURED. WI AUIYNUM CAP GRID 13270 COLOR WHITE CROSS/LIE PANLRA IRESTOIE SPB -3, COLOR: LIMESTONE:, SEE: 6"x 12; nexus - -- BAKERY WAIL "LIMESTONE" T3A CROSSW.LE COLOR BLOX, COLON SANDBOX 1A1101, SIZE 6'x12', 12'x12" BAKERY WAIL- ALIERPIA1E ACT4 ACTS SLOPED CEILING: USG I LQIMA 17690782 SIZE. 2 � 2 x "; COLOR WHflE; EDGE FL. GRID: RNEINIE r DXFF; PAINT TILE PER sc*wo IE PRIOR TO MN5TW USE AC JS ABOME THE SLO PED CfEMNG. COPED ( � T6 C ROSSW E WATER CRYSTAL MOSNC, COLOR SUANSPRAY CLEAR, SIZE 1x1 3 BAND AT TOP OF TILE WAINSCOT REST ROOM ACCENT USG 176305; SEE: 2'x2'xr ; COLOR WHITE; EDGE SQ; GRID: DONN DX W/ HOLD DOMN CLIPS; PANT 1N.E & GRID PER SCHEDU P TO NSTNIAUON. POP UP Cf LNlG 17 CROSSVILL E COLOR B1OX, DOLOR: SMIDBOX 1A1101, SIZE 3x3 (BULLNOSE TOP EDGE 3x3 WHERE REQUIRED) REST ROOM WALLS T8 DAME QUARRY 1 DOLOR R BLAZ SIZE: 69(6" SMOOTH W/ PRECISION ENDS & COME BASE BACK OF HOUSE GROUP t - TO BE PROVIDED W10UT LOCK) HARDWARE TO E3E PRCWIDEp BY DOOR SUPPUE.R (INCH. HINGES, STOPS, PULERUSH BARS, WEAIERE:RSIRIPPNG , aTENESEiOLD} _ LAMINATES -___. T9 . T10 UNLOCK HOTIAND PAVING STONE (FIELD), COLOR RUSTIC RED, PATTERN: HERRINGBONE REICTANGU.NR _ OUTDOOR CAFE - FIEID -- OUTDOOR CAFE - STRIPE Li FORMICA 1 7484 -58 CHERRY BIRCH, MATT: ELVISH BARRY BACK WALL � UNLOCK OWE GREthWICH COBBLES PAYING STONE, COLOR PEWTER /WD STIFF, PATTETOt RUNNING BOND RECiMGUUR LTA pIOWE i MERE, SUED FNIS ESPRESSO B & T11 UNLOCK OWE GREDIWICI COBBLES PAVING STONE:. COLOR PEWTER AND BUFF, PATTERN: RUNNING BOND SQUARE CORNER 1 EACH 1 EACH CLOD asi sn IP W/ DSBT STOP _ AS REQUIRED US28 ( ) (WALL MOUNTED 1407 1/2 PA28) (FLOOR MOUNTED 1436 OR 1438 PA28) DORMA IVES IVES \ T13 QALi1LE PERMABRITE MOSNC, COLOR GLOSS LOTTO 16449 2'X2' BEVERAGE WALLS \ L2 MAL SONAR f 14794 - MMID6wMlTT BRONZE. MATTE FINISH BAKERY OOUNTERfOPS EL/STOREFRONT CCI� T13A QALTLE PERMABRITE MOSAIC, COLOR ALMOND # 6465 2'X2' BEVERAGE MULLS -- ALTERNATE s c ANODIZED A AUIMIN<lY B L3 FORMICA 17484 -58 C11ERIW BIRCH, MATTE FINISH POINRE 1MfX041 MERE, SUEDE FINISH LOW WALL HOW WALL,/C'AFE SIDE TABLE 714 717 CRO6SVII.E COLOR BLOX DOME COLOR SANDBOX 1A1101, 1101 SIZE 6x12 �� 23% RO4 OR( VE AT E CONTACTS IC R� A OIS'TR�I 2 x 1 , 42% A93 S X BLUE 35% R09 ViPERW. PURPLE, REST ROOM WALL BASE FIREPLACE MOSAIC L4 L9 DISOWN 14823 -60 ANTIQUE BRUSH, MATTE FINISH ELlil90N DOOR/O.R. TABLE GROUP 2 - DOOR) HARDWARE TO BE PROVIDED BY LANDLORO(INCL HINGES. STOPS. PULUPUSH WEATHE RSTRIPPING, a THRESHOLD). BARS. -. - -• _--- _-_.._._ HOLLOW METAL NOTE: 0 EXTERIOR PROVIDE INSULATED DOOR L10 FORMICA 11999 RAGGED COPPER, WTTE FINISH ESPRESSO BAR SOLD SURFACING 1.20 WILSONART 1 4745 -60 MAROOCEY BRUSH, MATTE FINISH ALL CAFE TABLES /SNUG WALL SS1 NOR USED NOT USED L21 1.22 PLOW P1C411 YaOi E CHERRY. SUEDE FINISH GATTM:RING TABLE � ARISTECH ACRYLICS U.0 AVOW SURFACES ACRYLIC SOUR SURFACE CUSTOM COLOR MHO 9139 - BAKER'S DOUGH / -- - -- _. - 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 2 EACH 1 ; 1 EACH 1 EACH ____ __ -- ___ - / / / / / 1 / / \ \ \ \ \ CONTINUOUS N) CYUNDER W/ REMOVABLE CORE HEAVY DI ) EXR /M D) {O RED SWEEP WEATT RED KICK PLATE : LODE AIR CURTAIN, SILLIES_ BUM-ER GUARD - HD2240 E114GER- 1ROTON FALCON I ICH DETER Pan PIMA KO PER KO - NES MARS ROCKWOOD J / / / .. / 1 1 / �- / ` \ \ \\ \ \�� 10'4 ACRYLIC WINDOW P ) N EVAUAR 1WZ1001T RED ORA�OON BAMBOO. MATTE FINISH 800111/8MlQ. TABLE D.R. WIDOW WALL TABLE SS100 FORMICA SOLID SISFACNG, 'CLASSICS' 1603, NA1U N. CONCRETE WINDOW SILLS GROUT 123 L24 NEVAMLAR 151058T SUGAR PLUM, MATTE FINISH DING SNUG TABLE Cl - LIMO SANDED GROW COLOR 39 NORM U. 73A, T7, T13A NEWMAR 1MR1008T BURGUNDY MATRIX TEXTURED DINING SNUG WALL G2 MAPS SANDED GROUT DOLOR 42 MOCHA 18 d: 713 1.25 NEVAMAR 1EEG00 AMBER GREEN HWTE LINK MATTE FIN ISH SMART ROOM DOLES G3 YIAPEI SANDED GROW DED GRO COLOR 37 TERRA COTTA Ti, T2 15 L26 WISONART 17911 -60 MANITOBA MAPLE HBC SCE TABLE G4 1A71CRElE SANDED SPECTRALOK GROUT COLOR 42 PLA1NUf T17 PANE G5 PODIUM) SANDED GETOUT DOLOR 45 SUMMER WHEAT T6 P1 BDUNAIN MOORE 12152 -70 MAYONNAISE CEUNG SOUS P2 P3 BDN.IAMN MOORE 1 2061 -30 BERMUDA BLUE OPTIONAL SLOPED CLG. ONLY , IG 1' NSUAIED CLEM GLAZING TYPICAL STOREFRONT BENJAMIN MOORE 12175 -30 RUST BAKERY/HALLWAY IGS 1' INSULATED SPANDREL GLAZING TYPICAL, COLOR MACK P4 BENJAIII1 MOORE 12158 -30 DELIGHTFUL GOLDEN DINING ROOM / CED DES qR J SPLIT FACE CW -- 4 z12' x24 ; CHISELED FACE WITH INTEGRAL COLOR ARRI.9( AFT I WSSANCE MASONRY UNIT. DOLOR SANDOtMFT. FIRM PRESS END TRASH LTI(�iOSURE GROUP 3A - RESTROOM (MULILUSE) I PASSAGE - SEE FINISH NOTES SS KIC D METRE. FRAME HOLLOW METAL W/ 1UIPERED NOTE 0 E GERIOR VISION UTE PROVIDE INSULATED DOOR P5 SOU DAN MOORE 12073 -20 AUTUMN PURPLE /�� � 1i PAiR 1 EACH 1 EACH 1 EACH 3 EACH 2 EACH 1 EACH HINGE 081279 4 1/2 X 4 1/2 - - - -� - PULL 83028 3 1/2" x 15' PA28 PUSH 8200 3 1/2 x 15 PA28 CLOSER 8616FHP W/ DS& SI.L71NCERS GJ64 KICK PLATE 12 X34 STOP - AS REQUIRED (WALL MOUNTED 1407 1 /2 PA28) (FLOOR MOUNTED 1436 OR 1438 PA28) HACER - - -- IVES IVES DORMA GLYNN JOHNSON NES NES - P6 SMARM MOORE 12005 -10 RED ROCK DOOR FRAMS TREX IRE( PLYWOOD, COLOR 'SADDLE' SHUTTER. TREUS,MECH. SCREEN, TRASH GATE P7 BERMAN MOORE 1 2005 -20 HOT APPLE SPICE SLOPED COM SEAL 14 EXTERIOR swim. CUSTOM COLOR 70 MATCH P14 USE W/ TERRA COTTA EES - P8 SIEBERf POWDER 1189 -110 SILVER INTERIOR METAL SEAL 15 EXTERIOR SEALANT. CUSTOM COLOR TO MATCH P4 USE W/ yaws, ETF'S SEAL 16 EXTERIOR SEALANT. CUSTOM COLOR TO WITCH P5 USE WI EGGPI.MtT EW5 P9 BDR�MW 11OORE 1.1C-122 GREAT BARRINGTON GREEN SEAL 17 puma SEAM, CUSTOM COLOR 10 MACH P13 USE W/ GREEN ETfS P10 BERMAN MOORE 1si25 RUE NM SMART R / � _ STAINED CONCRETE: EXISTING CONCRETE Pit BEMWN MOORE 1377 MrWfNiO RID SMART ROOM/ACCENT 9C -1 GREY CONCRETE W/ 8R1gNFOR11 CS-100 JADE (GREEN) BLUSH-TONE ACID SIN 1.00 ■ / / / % // / \\ \ \ P13 BOMA MOORE 12144 -20 E11.1.WS GREEN EH EXTERIOR INS SC-2 GREY CONCRETE WI BRIO KFORM MOONY OONY (TERRA COTTA) BU ACID STAN GROUP 4 - OFFICE / PRNACY P14 BEriWW1 MOORE 1035 BATED CUM EXTERIOR ors SC -3 GREY CONCRETE WI °ROCK ORD CS-800 AMBER (YELOMI) BUSH -TONE MD STAN 13 PAiR 1 EACH i EACH EACH 3 EACH 1 EACH 2 EACH HINGE 881279_41/2 X 4 1/2 CYLINDER a- 8581, "E LEVER STYLE, STOREROOM FUNCTION � 86 (NON HOLD OPEN) STOP - AS REQUIRED MOUNTED 1407 1/2 PA28) CALL (FLOOR MOUNTED 1436 OR #438 PA28) KICICPLATE 12'x34 HAGER F D C2Y81 JOHNSON - P15 BOIWRI MOORE 1530 MEDIEVAL TIES BEMWN MOORE 1375 MILOS CLOVER ACCENT ACCENT �- D P16 SC-4 GREY CONCRETE w/ O Mg ORM LC-2390 WILLOW GREEN (GREEN) DOUR) INTEGRAL. COLOR SC WI � LC-2235 TERRA COTTA (TERRA COTTA) UQUID INTEGRAL COLOR P17 BOURN MOORE 12155 --40 SEILOLNA T SC:-•6 GREY CONCRETE WI BRK:ICFORM LC -2310 MESA BUFF (YELLOW) UQUID INTEGRAL COLOR L L P18 BMW MOORE 0155-50 SIRRIW 1fR1N ACCENT FINISH NOTES: P19 8I?LWN MOORE 12018 -60 tIGIfl I0EISE f 1. CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS N KITCHEN, VENDOR CONTACTS BAKERY (1 1/2" X 1 1/2" STARLESS STEEL) MD DING ROOM (CLEAR). SUPPLED AND INSTALLED BY G.C. - SEE MET A-2.1 FOR LOCATIONS. COMPLI OR USG WO C� 2. NOT ALL RASHES N s HEDULE OF RASHES ARE NECESSARILY NCLLUDED N DRS SCOPE OF WORK. SEE ROOM FINISH SCHEDULE & SHEETS A2.3, A-4 MARK BATES SIRES FOR LOCATIONS. 1800-621-9622 APPROVED 3. SEE DOOR SCHEDULE FOR DOOR & FRAME RASHES. DAL TILE 1 TILE) JUN 1 2001 NORM 4 G.G. TO LEAVE ON SITE. (WON COMPLETION OF JOB, (1) BOX EACH OF ALL 21 75590 WALE. CARPET, CARPET TILE & CUING 11 LE USED - REFER TO VENDOR UST. CitY Of Tukwila • • p 0 1;; ACT TO RE-BOX FOR F TEE FROM BOX & PAIR WITH 1HIL90N INC. (ROLLER BLINDS) mum I N N 5. ALL FLOORING 5ELALL BE E N ACOpRQANCE WITH CJALL�OREM A 'eJTY MARSHA JONES 000E 314- 773 -8883 SMART STEP FLOORING (CARPEL' TIE) 66. CLEAR NNYL_ CORNER GUARD NOTES: BRUCE BEANS A. SIZE Mar 10 8' -OrAFF 508- 528 -0886 B. D. CORNER GPM E 70 BE YEC.EHAINICJIELY FASTENED W/ CR06 lE (FLOOR WALL TILE) ME CORNER GUARD AT CUR WI.. ZINC-PLATED 14 ROUND MEAD SCREW 0 111 STAGGERED (3 MN PER .TUNE BAKER (PRIMARY) SDE ABOVE THE C3HAIt will AND TW0 BEM.OiW) 931-456-3944 7. PRIMARY SURFACES AMR. FOOD PROOtUCT10N AREA SEMLL MEET 70x LIGHT 8. WOE OR GREATER AND YNB. FIREPLACE TILE BY AhERICAN OLFJW) ANf FINS CEILINGS SOFFITS ME TO BE FLAT, WALLS N 1303 YAGMOLIA oRAA'E DINING AND GENERAL AR EAS 10 BE LDTIi LUSTER MINTS IN Mt#YLMEL), La 01778 (EGGSHELL), 0764 FINISH GUNS, 9. ROWER : WIIR#1FA BEAD - DRAPER, HOPE LIG M©Cw1 - W COVERINGS) fl WOE W/ METAL BEAD 01.24 CINCH OPERA= & 1EUCEf W CATHY BUIr»IAREWICZ P20 BUIMI I MOORE 12070 -30 BARK WC AUNT GROUP 5 - CLOSET P21 BEMMW MOORE 1830 MEOW. BLUE ACCENT [ 14 PAIR 1 EACH 3 EACH 1 EACH 2 EACH HINGE 081279 4 1 2 X 4 1 / 2 C1fUNDER 13- 8581, 'D' LEVER STYLE. STOREROOM FUNCTION G164 STOP - AS REQUIRED �-- MOUNTED #407 1/2 PA28) (FLOOR MOWED MO OR PA28) IOCPEA1E 12x34 HALER FALCON C2YNN JOHNSON IVES P22 BOWWMN MOORE 11426 QUIDS SSE/AN ACCENT -- _----- P23 BDWMLN MOORE 1HIC -16 I MLMSTDN GOLD RESTROOMS 18' WOE DOOR - DUAL 16G11 KICKPLATE SS P NOTES VERSRTRLL FASCIA: YA1CH BEIIMI I WORE PANT AT WAIL 81:1011, P051 CODED, iKYNAAR 500 OR ERIK NTOSOR PPM USE Mil SURF NUR 02300 NPR* ERROR OR UK TOP TO MACH IMMTFtO BOURN MOORE PANT DOLOR VNyL WILLCOVERING SCUD CORE P AN DOOR) W/ "BORDER" OR EQUAL 1 ( ■ \ • HARDWARE NOTES: ON OMR= FACE ASH do INSTALL FALCON CYIDIDER N ALL PERIMETER DOORS. All METER DOORS TO BE KEYED ALIKE PROVIDE KEYWAY G.C. MASH 2. . .O ASH & INSTALL FALCON CYLINDER IN ALL INTERIOR H.Y. EXTERIOR FACE. - r_ r_ TO FURNISH & MALL PALL l ( WITH a' SHANK FOR WALK N COOLER/FREEZER DOORS. PADLOCK TO BE ICEYED AUKE WITH INTERIOR 4. ALL HOLLOW METAL DOOR FRAMES ARE TO BE DOORS. 5. G.C. TO FURNISH & INSTALL PANIC HARDWARE PER WELDED. ALL APPLICABLE CABLE REGULATIONS & CODES WANG JURISDICTION. 6. DOOR SKIPS AND BUMPERS TO BE INSTALLED D TALL. DOORS. 7. AIL HARDWARE TO BE US028 FINISH. 8. G.C. TO SUPPLEMENT DOSING EHAR MfrRE AS REQURED (FOR EX. ODORS) TO MATCH PA SPE HARI LONS - REPLACE HINGES w MIURASPEC RADIANCE 1PB -5116 GOLDEN DL MiG a SMART ROOMS RADIANCES -51 t5 1ERRACOTfA CAFE BAKERAf ik CELAIt RAL MIURASPEC RADIANCE 1P13-5104 BRONZE / \ 1 / ^ / \ \ L \\ I \ i / { / i / / I '' -SEE \ • \ • • I / / / /� 10'0 ACRYLIC WINDOW SOUR CORE, P-LAM (L9) V4 D URASPEC RADIANCE 1PB -5100 GRIN f>MING & SMART ROOMS 1 BELOW C2HA1R RAM. METAL FINISHES in SFM& E�SS SLED. 8U1lQt GUARS M2 RACK NM MEDIA, NCLLLIDES 1)W x t ARM WARY 1000 TWl 1D1 I MITE OM W EER, CLEAR FINISH I TYPICII. SEE RASH NOTES rwisH NOTES '&R ` NB 81 1' ell1WER BOSTON BUMPER 1FC1000 -012 W/ 11A1000 AM BASE, 011000-012 END CAPS,, CN1000-012 90' CORNER, CX1000-12 45' CORER. BAERY/)QTCiEN DOOR SCHEDULE FRP1 RED - INE: G IE.ASBORD -P CUSS C RRE RATED .0r. 185 BACK OF HOUSE F RP2 FT8ERGLASS REINFORCED PME1S - IEMLTE: GUASBORD -P. 17O BEIGE, =MESS SS 0.09' W/ ONISION BAR (08) o INSIDE CORNER (iC) m WATCH - - -- FRONT OF HOIEE/ EXPOSED WNW WNLS BAR moot D m R 1I S t WEAVE SERIES ER 'U W STDEM' BY FRIER 1- 800 -621- 4006x8384 • NEAR AIioO® maim sT+oREFROiNT & am WEIAIIE SERFS 3000 aCH000uar IN REFER • BRONZE PLUMMY STOREFRONT. BOSTON RETML (BOSTON BUMPER GUARDS) JAR WilSRFAI 781.395.7417 00 BRICICFORMAI PRODUCTS (STALED CONCR 1 M<AiER HEATER DISTRIBUTORS W WATER HEATER) NUM. - NF3W/ExSI DOENSION MAIM/ TYPE ADO HEM DTI. JAB 011. R - HARDWARE COMMENTS FINISH NOTES I DC5f 6 -0 x7 - O'x1 3/4' AL.L IVGL A PR AL - - I • _ - I ALLSTICIE RUBBER BASE: 0.80" HICK 6' BA SSE, cam 18 BLACK DRAG & SKIRT ROOMS. CAFE I ' NAM r!' N 3 ALUM /CL A AL - - 1 • - _f MAN1NlGTOEf COMi64i STS COLOR "4 SIZE: 18°8 T!� IlSfALL PFR MIAIRf ACIIUIER"5 f 4 1tliRN CRAG ROOM 3"--6"x7 Els aI I ec i i H 1;0 c 2 • - - 6 - O'xl - 0'x1 3/4' 3' -0'x3• -0 x1 3/4' -- - 1A - - -- - - - - - -- ------ -- - - - -_- _ ES ILVOIN6EON COYMERCUL, STYLE SWAM COLAtt FAR'EEENNEAARE NSDILWIOIt 1/4 TURN N C fE SYARE ROOMIU, !REAR l MITIERMNG iTAB1.E, 7LL EUIiiG RII INSET PJITIEWf B - - -- -- 6 NOT USED NEW 3' -OW - 8'x1 -3/4' MD/PLAM 0 HY 0 8 - 5. 6 - - V 412- 471 -6984 DIME BOL/l!O SUPPLY CO. (UMW FUTURES) 978- 9Q978-988-3176 76 cm LIGHTING (Upf11�OG FUTURES) CHRIS RO�EWSiO 314 534 - 1090 V o. 2 ...... : -�. _ . , _ - , C . 'I1. MAY ) :: #'`:.... . ,_,...,-1 NEW 3'- O'xti -E xl 3/4' WD/PLAM 0 FM 0 8 - 5, 6 - - .1)1 0 8 .9�v 10 _ t'rit -- t�x7' -_ ___ 3/4' - - x7 - 0 ' x1 3/4' 3' -0 x ! p ` a to OR do PIRATE •3 N* _- j i -. - - - • _ _ _ - - - - _ - Num/ • NNW Now Now Now Now Now N... Now Nap Now. Nu. Now .E. -...- w Now Nump. DOOR NO 5. IQTCMEIM DOORS: E1KO0N SCP-8 MODEL w/ ' L .` 31 80Th • - SUPPiEMENT C WINDOW SIDES a 10' ROUND COSTING COSTING HW AS REQUIRED 10 MEET MROUND MR= 18' S,S` ME (aOTN SIDES) w / SP[C. STAINLESS STEEL EDGE 1RR1 & WAGE COMERS. DOOR FURNISHED *Di 1. PETMUlEJ41LY SEXEtE DoSTLNG DOOR PRIOR TO INTERIOR FURRING. BLACK ALUlfi BUMPER snap (32'Af) By wiejpouRDL 2 WAIDWARE FURNISHID TAITIH DOOR C , REFER TO DETAL 20/A -4.5 FOR HEAD & IAMB BUMS. 3. CONTRACTOR 10 WJ Y CONDITION OF COSTING DOOR a CONFIRM F 7. R EFINER mac mum METRE DOOR FTZAMES, PAIR PCT. IS RECD. a SAND a REFINISH DOSING 11000 DOOR. 4. PROVIDE EYE VEI ER MEM Of SECURITY IMO D. 9. MT PANT P--. t& TOUCH (P DOS I G ROOD DOOR. BAKERY CAFE: #1215 SYSTEM: C2 ►a PEaOIO1YPE UPOJ1 - _ ISSUE DATE 5-147 PROJECT NUMBER A06606 BRAWN Bar: JES OM OAS Ott 00 CFLt RA SHEET A-4.8 SCHEDULES. LEGENDS. NOTES FILE 12$4.4 t t Nl I _ II 1 BAKERY CAFE: #1215 SYSTEM: C2 ►a PEaOIO1YPE UPOJ1 - _ ISSUE DATE 5-147 PROJECT NUMBER A06606 BRAWN Bar: JES OM OAS Ott 00 CFLt RA SHEET A-4.8 SCHEDULES. LEGENDS. NOTES FILE 12$4.4 t t Nl • • • A A SCALE: 1/8 =1'-0 • T.0 PARAPET T.O. Y IHD t14' 4 T.O. SLAB NORTH ELEVATION METAL MOPES BY IANOLORD. 1YP. n T NA LL MOUTHED BUILDING SPINE • WALL MOUNTED BOLDING SIDE EXISTING EXTERIOR FINISHES BY MILORD, 1W. -- D05TNG STOREFRONT n n n - • - 1 1 1 NMI 1 =- t , i � , BY LANDLORD. IMP. �wNI�LL STOREFRONT SYSTEM LANDLORD, 1W. DOSTING STOREFRONT DOORS • ALLIIBNLl11 sEOrmFRONT SYSTEM UGHF FIXTURES BY LANDLORD,1YP. BY LANDLORD, TYP. T.O. PARAPET di +31' -8' DOSING EXTERIOR FINISHES BY LANDLORD, 1YP. REVIEWED FOR CODE COMPLIANCE MEW OHM OHM BY LANDLORD. . APPROVED • JUN 1 4 2007 Gty Of Tukwila BUILDING DMSION BAKERY CAFE: #1215 SSTEM: 02 (W PRO IWOl1 E: 1 8 REOSTER D ARCM IECT ! .0 cr. nER SUE DATE 5447 PROJECT NUMBER M69:16 CRAI N BY: .1 ES OM US Ott CO CPR RA A -5.1 EXTERIOR ELEVATIONS FILE: • • • p I a alb 1�1 i tst • s r r r 9 ✓ IP! ; ; !pi r 0 (T. Ci) I 0 A' 1 •••: r • 0 S 14 1 i 9 14 r 4 mr N 0 r U\ x r r 4 r ✓ A w 0 • . r 1 m r 1 I' 4 N r ✓ r N I LA a ✓ co A N R a NiN 4 sod E 1 'V w si 11 ;7 a r r I 90 z m cn n z m c r m e )4 REVISION � 4h LANDLORD COMMENTS 3/23/07 BUILDING PERMIT COMMENTS 5/1/07 dismermarrommemmont 9 5 5 x 1 0 0 m z .1 • I •; ;I ;i • • ;: • \f ` IIUUIUUUIWUUUIIUUUI NS NS • S • • • .i • ... • II Y. ... ..... ..., .. Ij [;I ..:.' ; J O ■•• CJ? 1i F`a 1i :1 • i I•,IJ I I Ill II i 1. I cft x(RtA BAKERY CAFE #1215 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON o • • • riv, rn • • • • • • vs- • OR ILLUMINATED SIGNAGEE 5 FM • I 1 is atestarettnanntisH IT 6N167 " • • MI le I 41 0 ..'S i 1 ::: 4' FREIHEIT & HO ARCHITECTS, INC., P.S. 101130111100011N1 UE300 MINNIDANNON RAW= 11/4121111109 15- • • • • • • Or co DINING ROOM ARTWORK (ORIGINAL ART "C ") 0A30 `BREAD & WINE' 15"x19 0A34 `DOG IN KITCHEN' 20'x16' 0A38 'BREAD 8 FRUIT BCNNL' 16x20' 0A4 'UFE' 2'M(27` • • a 0A31 ONE LOAF OF BREAD' 16'x20 0A35 'WOMAN W/ BREAD & BOOK' 19x23' 0A39 TREAD, FRUIT, 8 BIRD' 29'x26' 0A32 TREAD KNIFE 8 BUTTER' 18'1(14" 0A33 `BREAD IN SKY WI BUTTER' 23X19' 0A36 WOMAN W /BREAD' 24'x28' OA40'BREADHENGE• 20119' 0A37 'FLYING BREAD' 16'x20' COMMISSARY ART (CAFE) CAI 'TWO BAKERS' PRESENTED IN SIMPLE BLACK 22)(18" CA5'BAKER DECORATING' PRESENTED IN SIMPLE BLACK FRAME 18'x22' ik„,. ti CA9 'BAKER HANDS' PRESENTED IN STAINED WOOD FRAME 211(23' BW PHOTO ART "C" (DINING ROOM) ALL FRAMES ARE 16x20 8W30 'RESCUE DOG' 8W34 - THREE BAGELS' 8W38 •GUYWITH BIG LOAF' STCI E HOURS • • CA2'BAKER WTH BRUSH' PRESENTED IN SIMPLE BLACK FRAME CM "BAKER MOWING BREADS' PRESENTED IN SIMPLE BLACK FRAME 18'x22" 6W31 `TWO BOYS' BW35 "BOY PLAYING PEEL" 6W39'WHEAT SOTRY' CA3 'BAKER AND RACK' PRESENTED IN SIMPLE BLACK FRAME CA7'BAKER MIXING' PRESENTED IN STAINED WOOD FRAME 21'x23' 8W32 'GIRL WI BAGELS BW36'GUYS ON DOOR' • . x BW4011OUNS 8 BAGEL' Cans & Bottles Trays Trash Plates, Mugs, Silverware TRASH AND BUSSING HAND V, SH Cam. MMUNITt BULLETIN BOARD Eciori CM 'FOUR HANDS' PRESENTED IN SIMPLE BLACK FRAME 221(18' CAB TAKER PUWNG LOAVES' PRESENTED IN DECORATIVE FRAME 21'x23` BW33 "LOAF ON CART BW37'TOUR DFRENCH' NISH 1NA1lDS • FOCAL ART "C" CAFE mates I 92x31' ARTWORK GENERAL NOTES: A. ALLWOOD FRAMES MEASURE 16x20 HORIZONTAL OR VERTICAL B. CMI MOLDING FRAME NUMBERS 8211 ,8212, 8213, 8214 C. INSTALLWITH SAFEGUARD WOOD FRAME SECURITY HANGER KITS. D. THE (4) FOUR IL WSTRATED HERE WITH BREAD WILL HAVE RANDOM PATTERNED BREAD FRAMES. E. BREAD FRAMES INSTALLED WITH DIFFERENT HARDWARE_ Coln sesilhAramof speftmiroftPilli "RAM /ir.w.la' IOMen PO/ .M, W _O.ME. T.0_ _. I. PAISERA BR a . _ motto amity Woburn. Pima ME team Lao vote roar otae. At Sill (AI k _ .... Pl oiE Os Fix OOPS _ '• •• man UP At fill fen-OW MCINP MINI t k a.». %I!. Ma f7�671iSp WELCOME SIGN TAKE CAFE MENU use RETURN MENU HERE WINDOW MENU WINDOW BREAD SIGN k . - r 45'x68' WHEAT VASE 48'x72' 1411ki LAW REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 4 2007 City Of Tukwila B UILDING D MSION DIRECTICtIA I_ SIGNS I Sulk tor EMERGENCY EXIT WIFI 802.11B AVAILABLE • L r : t.f ;• - • BAKERY CAFE: #1215 7812 REGISTERED ARCHITECT THOMAS! _o sPADER STATE O =i . SIi!t:Gi 01! ISSUE DATE: 3-247 PROJECT NIMER A06-606 GRAM BY_ £S I M II,11S Mt OD CIPSIL RA SHEET NO: SG-4.2 SIGNAGE 8 GRAPHIC ELEVATIONS FLUE 12 I a 1 • t EQUIPMENT PLAN l SCALE: 1/4 =1'-O' WOMENS ICC P ITCH 4 - I� d7L 1 r! 7,,, _, ri , ,:..,,,,,„ ...... . , A 1 (11:1 ,i4r, :_s ..., : r ___,.._,_ 1 _ ___ 4 ; 4 1 :: ,„.. ,■ '! 1 ; ! ;1 !''l %la 4 I N 4 _ \ it ITILITY_ -t---..7.-' _ _ r - i _ - -- -` �: � i � � � I :: � � - � r 11111 i 11111 i iiii� i ii rii i ���ii i �ii�i riii� rii ri i �ii�i i ��iii i 11111 i 1111, 111 111111 ���ii i 11111 111111 i 11111 i 11111 i 11111 111111 ��iii i ii�ii i ii --mar-- 1- -r-- -- % .•::1 »1111, ,#i### ,L. i ri�fiiiifi5 - 50 . 7 Aiff57. 55W5 iiii5cOi ffg.g iii .Z��iZg iiiif� -ir�if .Z;. r7WffOgiiii�0i5=5"'ZIM IZZJiiii�Aig5J2 11 41P1, • CD � •• +� INV ; F REEiER \ 1 � COOLED ' OFFICE �• 4 Z v 1 � I E 3" 7444, 3 r 420! ♦ 1 •- - -.._ I _ l al I 1 , 1100 ' 1 '� 1 I ± +%/////////// r izwm:/ in zi 11011311 BEVERAGES 066 150 0 1 n___ _ .` itil.1110 alimimi # 12 4:11.14 MOM SMART RM �{ -o 140 (1210U1) 20 SEATS . ,1� (8 TON.) 3 r %% 4 a !1 ""ft cmg). En] 1 1 iiZigZZZiii CONSOLIDATION (t2 �N) -REAR B 029 " ZWE (21 TOTAL) BAKERY 'SERVICE 11 1 `J CAFE 23 SEATS BAKERY CAFE 11a 1 LUJ GENERAL NOTES: ( A REFER 10 SFEEF W-4.1 FOR EOU PUENT SCHEDULE & EQIIF1ENf SCHEDULE MBES. a REFER TO SHEET E0-42 FOR FURNIRME SSE & Ni000/S1EEL C. REFER TO MUM CRAVINGS FOR flECIRIOL /FORYAIION. O REFER 10 PUMBING ORAIIINGS FOR PURIM I FORlwu1ON. L FED VERIFY 90001 OREHSIONS PRIOR 10 FABRICA11011. F. JILL GISEIVORK TO BE 02 WRIL (2 KEYED NOTES: INDICATED Fir 1 EQUIPMENT PLAN LEGEND: m ROOM NUMBER SYMBOL SYMBOL BMW IDENTWAT10N SOBOL SIEa 10001FICIUION SYMBOL 1M000 BE NICABON swot RFPOCADON M1 CATION. MED 10 Sfl OlS FIBMIIRE DQtiFICATION SYMBOL ®" -COOK NUMBER SYMBOL 0 SCALE: NTS KN 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 4 2007 City Of Tukwila BUILDING DIVISION C.- �;. 1 3 • 4 BAKERY CAFE: #1215 PROTOTTPE UPDATE: SYSTEM G2 ON 2 AUA 0 ISSUE DATE: 5-147 PROJECT NUMBER A06-505 DRAWN BY: /ES D PW I O lt Do CPR RA SHEET NO_ EQ -2.1 FLOOR PUN EMPLIENT PILE ,4% 1 a 4 • • • • • • 4 BAKERY CAFE: #1215 SYSTEM: 02 (W ' PRO TO TY PE II 2006 6 • W ~ V = W 1- W= c V of LL< 8 7812 1 REGISTERED ARCHITECT THO S 1 4 SPACER STATE OF 7 ASH1 :; IGW ISSUE DATE PROJECT NUMBER 606 Orlit OM OD CPR RA ISSUE DATE PROJECT NUMBEFt Orlit OM OD CPR RA - 1 SHEET NO: EQ-4.1 EQUIPMENT SCHEDULE & NOTES RUE 134I 1 1 6 EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE, CON'T CODE CRY DESCRIPTION WANUFWIURER YODEL OQWIS10NS SUPPLED NSTNIED NOTES 076 1 CRMIICO COLD BEVERAGE DISP. CRATHCO 025-3 17.511 x 150 x 27.311 E.S. ES. 001B 2 18' STOR SHELVING (Z, 5 SH) METRO PAN 1842 -C 42'W x 180 x 9111 E.S. E.S. 8 076A 1 CRATHOO MII -1WN CWITHI00 E27 -3 11.25 x 150 x 23.111 E.S. E.S. 0010 1 18' STOR SHELVING (Z, 5 SH) METRO PAN 1860 -C 6011 x 180 x 91"H E.S. E.S. 8 079 1 SAFE CSS, INC. 83121 DAD(- LG3- SG4440 23.5'W x 2011 x 31' 1 E.S. E.S. 002C 3 24' STOR SHELVING (Z, 5 SH) METRO PAN 2448 -C 48111 x 240 x 91'11 E.S. E.S. 8 080 1 FIE CABINET NON 532C 29'11 /41V x 2511 x E.S. ES. 002D 1 24' STOR SHELVING (Z, 5 SH) METRO PAN 2460 -C 601V x 240 x 9111 E.S. E.S. 8 003 1 BAKER STOR RACK (Z, 5 SH) METRO 2448NC 48'9 x 2411 x 9111 S.W. OWNER 8 0818 1 SALAD PREP TOP (72") TRUE TSSU- 72- 301802 72.25'9 x 3411 x 46.1'H E.S. E.S. - 003A 1 ARTISAN COOLING RACK METRO PAN ARTISAN 1836 -C 36'W x 18'D x 59'H OMMNER OWNER 8 004A 3 COOLER /FREEZER SHUN (EP, 5 SH) METRO PAN 2436 -U-C 36'9 x 24' 0 x 91'H ES. E.S. B 082 1 BAGEL SUCER OLNER 702 -N 30'9 x 1311 x 21'11 E.S. E.S. 0048 6 COOLER/ SHELV (EP, 5 SH) METRO PAN 2448 -111 -C 48'W x 24'D x 91"11 E.S. E.S. B 0828 i BAGEL SUCER BASKET -LARGE - CUSTOM 12'W x 120 x 811 ES. ES. 005A 1 SMARIWALL SHELVING - 3 COMP METRO PAN 3COMP -3 36'W x 4511 E.S. ES. 2 BLENDER K -7EC 6LETg1EC - SMOOTHER -18 &8'W x 11.250 x 20.E E.S E.S. 0058 2 SMARM ALL SHELV.- BAKER'S TABLE METRO PIN 1836 -BT 36'W x 4511 ES. ES. 0050 1 BAKER'S MANUAL. SHELF CUSTOM 24'W x 149 E.S ES. 0848 2 CONSOLIDATOR SHELF (30") - CUSTOM - STAINLESS 30'W x 120 ES. C.C. 006A 1 COOLER STORAGE CAGE METRO PAN SEC -1-C 53'Wx270x69'H ES. E.S. B 084C 1 CONSOLIDATOR SHELF (48") - CUSTOM - STARLESS 48111 x 811 E.S. G.C. 007A 2 WW. SHELF - 24' (3 SH) METRO PAN 1824 WALL 24'W x WD E.S. ES. 084D 2 CONSOUDATOR SHELF (72') - CUSTOM - STAINLESS 72'W x 180 E.S. 4 G.C. g . 007F 3 WALL SHELF - 60' (3 SH) METRO PAN 1860 WALL 60'W x 180 ES. E.S. 008A 1 BAGEL SUCER CART METRO PAN BAGGEL. CART 24'W x 240 x 3311 ES. E.S. B. D 0088 2 BREAD SUCER CART OVER CUSTOM 23.4'Wx24.9bx26.5'H ES. E:. S. B 085 1 SANDWICH TOASTER LANG PEI-24 24'W x 140 x 22.25"H ES. E.S. 009 1 DISiHRACK /SHELF METRO PAN DISH SHELVING -C 24'W x 240 x 7311 E.S. ES. w © 085A 1 HEATED SHELF HATCO CRS -18 -1 18'W x 19.5"D x 22511 E.S. ES. 011A 1 MOP SINK FLORESTONE PROD. MSR2424 24 x 240 G.C. ME IIIII , ;. , 1 DECK OVEN (ADO /MONO) ADAMAUC ADO 340K /3-PAN OVEN x49.60 x AIM A1IC ADAM. /G.C. 012A 1 3 COMP SINK - REDUCED SIZE (SS) UNIVERSAL IND Z02561121 103'W x 300 x 38.511 ES. 12! N ,,. 1 SANOMACIE TOASTER TIMER FASIIMER Z040120HFC 5'W x 2.560 x 3.5311 E.S. G.C. 0138 1 2 COMP SINK - REDUCED SIZE (SS) EAGLE GROUP 314 -16-2 3911 x 26'D X 37.511 E.S. Nom gm x088 1 CRISPING FOOD PREP TABLE TRUE TSSU -48-12 48.38"Wx30.13'0x36.7511 ES. E.S. - 015 1 PRE-RINSE SPRAY UNIT/DISH FISHER 2210 -8B W/ ADD ON SPOUT 37%1811 E.& G.C. 088A 1 CRISPMB SINCE (IOU Y SHELF TRUE 871794 46.1'Wx9bx14.38'H E.& ES. - 016 5 ROTARY WASTE VANE {1,2,3 0010 FISHER 22446 4' OIA 4.5' H E.S. G.C. 091 1 SS EAT IN TABLE h i a 1'! >! '.ca} ,AIIIIII CUSTOM W/ 2 SHELVES 181V x 360 x 34'H E.S. G.C. 018 1 DROP -N -SINK (COFFEE) ADVANCE TABOO DI -1 -10 10'Wx14bx1O'H E.S. G.C. 092 1 CONSOLIDATOR WIN COUNTER METAL MASTERS CUSTOM 48"W x 37.250 x 3411 E.S. G.C. 0188 1 DROP-IN-SINK (ESPRESSO) ADVM E TABOO DI -1 -10 101Wx14'Dxl O'H C.S. G.C. - 093 1 CONSOUDAIOR TAKE OUT COUNTER r a . . 7 ► } ; 1 CUSTOM 48 x 37.25b x 3411 Es. G.C. 019 1 FAUCET FOR COFFEE STA11ON FISHER 3515 8'W x 6.50 x 12.5'1 ES. G.C. 09M 1 VIA PNIERA STATION (REIROFT) METRO - 481V x 300 x 3411 E.S. G.C. 019A 1 FAUCET (ESPRESSO) ZURN 281281 -15F 6.5'W x 29 x 11.9"1 E.S. G.C. 096A 1 VIA PANERA SHELF (RETROFIT) CUSTOM STAINLESS CUSTOM 48'W x 180 x 8.87511 E.S. C.C. 0198 1 FAUCET (1,2, 3 COMP SINK) FISHER 13269 8' CIRS /12' SPOUT E.S. G.C. 109 1 DIGITAL IMERNET RECEIVER /AMP MX PROFUSION X W/ W LL CAB'T 22.3'Wx22.5bx16.8 OWNER OWNER 021A © WALL MID SS HANOSIMK E11GLE HSA -10-F 17.75'W x 15.2511 ES. G.C. 0,11 122 1 OFFICE CHAR -- - - (WRIER OMMNER 022 1 ICE CAODE CAMBRO IC125L8 22'W x 260 x 292511 ES. G.C. 123 2 EMPLOYEE COAT RACK EDWARD DON E3 30'W x.750 x (11 S.W. S.W. 023 1 ICE MACHINE HONIQA6f KI KM -830IAW1 w/URC -6F 22'W x 27.50 x 37.511 ES. G.C. 124 3 11CKET RILL INFRA CORP. CM -330 30'9 x 27511 S.W. S.W. 0238 1 ICE MACS (w /remote condenser) HOSHQAKI D-- 90011TH w/11RC -12F 30'W x 2400 x 2811 ES. C.C. 125 1 KEYBOARD DRAWER HON 4022 21.5'W x 10250 S.W. S.W. 024C 0 ICE STORAGE BM HOSHIZAKI B -300PF 22'W x 32.50 x 4611 ES. G.C. _ 126 1 OUTDOOR BUSSING CART WOODARD - r?W x i' -100 OWNER OWNER - 0258 1 WATER FLIER (4 P00) ELGE SLB4PL 36'W x 27.2511 L' S. G.C. 127 Q EQUIPMENT SHELF RACKMAN WAR R818 19.381Nx189x17.75"H E.S. ES. - - 025C 1 BOTTLE SOFIDNER W/ STAND ELGE I;_ +,_d i':2I L111..11 22.8'W x 13.80 x 2911 ES. G.C. 128 1 17' LCD CCTV MONITOR TOTE VISOR LCD-10441W 17'W x 211 E.S. ES. 026 1 DIPPER WELL ICENCO FW510 6' DIA x 5.1250 E.S. G.C. ? 2880 ? ? ? ? ? ? - ? 027A 1 DISHWASHER (UPRIGHT) JACKSON ES -2000 25.251N45.25bx66.2511 ECOLAB G.C. v 1 027D 1 DOIAUST HOOD CIIP`TNEARRE CUSTOM SEE MECHANICAL G.C. G.C. - 027E ER (CLEAN) - REDUCED mow Z02561133 24'W x 30b x 4311 E.S. G.C. - 028 PAPER TEL DISPENSER WISCONSIN 84T 12111E x 100 x 15.51I G.C. G.C. 029 SOW DISPENSER ECOLAS 92633825 41, x 4'D x 811 ECOLAS ECOLAB 030 REGISTER w/ cash drawer ROS SYSTEMS 3700 11.75 18'D x 11.5'H MICROS MICROS 036% 6 CASH DROP BOX AMSEC 180610 -1 W/ 4505095 611 x 100 x 611 E.S. G.C. 031 9 PRINTER EPSON/MICROS 1M-188 6.5'W x 13.6'D x 9.611 MICROS MICROS 032 1 FAX W TINE BROTHER MTEWFAX 2800 OWNER OWNER 033 5 MONITOR w/VDU controller MICROS SYSTEMS ECILPSE PC WORKSTATION 12.25• x 120 x 1075'1 MICROS MICROS (1)C 036 1 MICROPHONE ASIATIC AMC 109 16251 OWNER OWNER REVIEWED FOR CODE COMPLIANCE APPROVED JUN �� 2001 040 1 WALK -IN COOLER KO PAK SEE SHOP DIGS SEE SHOP DIGS ES. G.C. -- O40A .1 WALK -I N DOUGH COOLER KOLPAK SEE SHOP DINGS SEE SHOP DIGS ES. G.C. - 0408 2 DOUGH COOLER - BRIDGE SHELF 10R0 PAN BRIDGE 48'W x 24'D x 86'H E.S. E.S. 041 1 WALK -IN FREEZER KOLPAIC SEE SHOP DIGS SEE SHOP DTIIGS E.S. GC. - ■ 042A 1 BAG -N -BOX AR-10-28-CM AR -10-2W -G 32'W x190 x61'11 PEPSI PEPSI 0428 1 BUD( Cot TANK NuCO2 CARGO CHARGER 300 LB. 2811 x 20' OIA Nu002 NuCO2 rity Of Tukwila BUILDING DIVISION 042C 1 CARBONATOR CORNEUUS 1624 12'W x 911 x 103'1 PEPSI PEPSI 042D 2 BPS N BOX PUP SHURFLO P98-SF 5.7'W x 3:80 x 7.911 PEPSI PEPSI - OM 5 OVEN RACKS (10 PAN CAPACRY) MOM CART AL- 2610- BORC -TS 28.51V x 180 x 7311 ES. E.S. 0430 12 TRANSPORT CABINET NM710NAL CART AL- 1840EC -HD 27'W x 210 x 68 OWNER TYN ER 044A 1 PROOFER - SIX RACK ATIAMAATIC APB -51-B 74'W x 660 x 9911 ATLAMATHC ADAM. /G.0 0450 2 SS TABLE (`127 a . . 1 0 T3072S13-116 72 W x 30'D x 34.11 ES. ES. A 045G 2 SS TABLE (247 METAL MASTERS 13024S8 -BS 2417 x 300 x 34.511 ES. ES. A Q 045J 1 SS TABLE (W) METAL MASTERS 7301858 -8S 18"W x 300 x 34.51H Es. ES. 046 1 MEAT SUCER BERKEL X13 26.51Wx311fx25.511 ES. ES. 0488 1 OVEN - DOUBLE RACK AOMMTTC PRO -2G 88 AWMAT1C ARIL /G.0 S 049 1 OVEN HOOD C PINE ARE 3624 1M 96'W x 360 x 2411 MIMIC C.C. S 06011 1 BREAD SUCER (01111) OLTVDR 732N -1/2' SLICE 231 x213.Th"bx2111 E.S. ES. 051 1 BREAD SLICER (LHICK) CANER 732■ - 3/4' SLICE 23'8(28.751M ES. ES. 1111 0636 2 SANDWICH PREP REFRUGE BATOR (721 TRUE 1SSU -72 3011-8 7 46.111 2.25111 x 340 x ES ES. 054 1 SOD ICE SS'. (8 HD) OOMEUUS ©DURO 250 NTE111CJAR8 3011x30.750x39.751H PEPSI PEPSI '•- ► 1 U.C. 1 OR inc* EHERTU)R ;;lj.I: 'tii1_::.� i11C -27 N/LH DR 27.5'9 x 30 x 3&'11 ES. ES. 0 056E 1 U.C. 2 OR REFRIGERATOR 1; •:1.41 " . 11 ; :1 TUC --48 48.37511 x30.125'0 C36'H ES. ES. 0 BAKERY CAFE EQUIPMENT SCHEDULE NOTES: 1204 1 1 WA MEIER N .. o - 8198+- 0-WT1C 11--3 1O-4T 3 9 , 111 x lob x 9'W x 1500 x 1811 C.C. TEA DISPENSER ES. KEYED A a C. D. F. C. L IC NM ELTUML W W ME 4' Chi__ 11/ 2 LOCOS SAPIENT TO HOW (2) SM {2) 516 USERS WU. IMUNIED WISH i1/ RAIIS (4) SMES LRLELE D 70 IOW 6' CASTERS 1I/ 2 MOM ROSH W/ SLUE SFUSIES NOT USED ROBED / FAME PUS IC UWWE DESK 10P CURED TO WAILS INS DILI (2) 2'0 MOM IMIES FOR EIS W11iES` .. • • . • ROWED W SRO WADE 18' LLL&N SRIl4T R EWE WIN W 1st 3' , • •• ►„L : i • , B iunofff TO ; ' : • :' SNOW S I M SUPFORIS W/ OWE ilrea WIr.L 25'r T!MUM11 /i#t 100' ER ET IDU>CER 11/ MORN =HEW 1D BE EIaim 10 ROOT OF SIR © NOI A ONLY 11E16 W1TN 010411111Y NWRS LUSTED ARE RIMMED N IRIS SIOOPE OF WDM a SINUS SAES KIRK VMS IR/ DROP-IH SRNS AHED B 10 BE IGTNIEY TIE CC C Gt. TO OODRDIIME THE 081VHRY & IiSDIilATION OF A11 H3>UP. 10 BE SUNNED MAR 11611111D W ODs` A REJER TO SP - SEAM 01010 a 01640 FOR NOM ON SCOPE OF WORK & 836 NIA N A NIOLAHS 8S BJIk10tRK SUMMER 0 mom 0 CI WPM EP. S. BOY NTSTI FS MIME SERER cc. COON. COAT ICIOR N. MOW SI. SHHE3F S.W. SOIL MS _ S.S. SOWS SEEL - I 1� G: ; -, , ZINC MID i .' t : • . , ..- - 1 COFFEE WIETt RICO CBS-2052 21.811 x 225'0 x 37.3'11 CC 058C 4 COFFEE IESUI AlED CONTAINER FETCO L3D -15 9'W x 13.511 x 13 ES G . - 059 2 EMPUNEE LOWER 103.WAX EL -6-18 PUTTY 12111 x 18b x 8211 ESC ES. 0 066% 1 COFFEE GRINDER FE0C0 GR-23 91V x 11.50 x 28.51I ES. ES - 061 1 ESPRESSO MOIRE (NJ OIM IC) FRMIGE LWLURON 2 -S11P 13'W x 24b x 31 ES. ES./GJC 062A 1 BAKER'S TAO.+ w/ mfg. MEGL MASTERS V13672S 721T x 36b x 36 ES. ES. 0626 1 ARTISAN RACER'S TABLE ME 8005 SS602 48111 x 240 x 3475'11 ES. ES ■ 063 1 ilcROi1u61E PANASONIC NE -1061 2C12s x 14:75'0 x , 064 1 SOUP SIMON RMAI'DEIL 3613 48'11 x 300 x 36'11 ES. ES. EP 065 6 OiA HIGH R WAS= C-30 -N SEAT HOW • 21' S.W. S.W. N. 1 OUTDOOR TRASH CORM ER Ain FTBERGuSS 770- 2347FC 4711 x 24' M S.W. SL • . L8S 067 2 INDOOR 118S1 CONTAIER RLIBBERWM 1011 20.11 x 110 x 3011 S.W. S.W. Q. 068 1 STOUP REIERWUZI3t FALCON FABRICATORS R1814 27V x 300 x 34'1 ES CC. _ R S T. 011 2 COOLER COIEPJE590R TWPAIC SEE STOP OWES SEE STROP DUGS ES G.C. 071A 2 COOLER EVAPORATOR KW* SEE SHOP MS SEE SHOP MS ES G.C. IL 072 FRS COMPRESSOR IQOIPPX SEE SHOP MISS SEE SIIOP OILS ES. GC. 072A FREEZER EVPPOR CR IoO PAK SEE P MIS STOP SEE SHOP OL1GS ES. G.C. 073 1 HOLDING CABIET 967011 11 A009• -18 2 21s x 38.411 x 33.411 fF.S. ES. J 075 1 COMM Kvsnx WW =NT H I5-3 19.50 x 26'0 x 18.5111 ES. C.C. 4 • • • • • • 4 BAKERY CAFE: #1215 SYSTEM: 02 (W ' PRO TO TY PE II 2006 6 • W ~ V = W 1- W= c V of LL< 8 7812 1 REGISTERED ARCHITECT THO S 1 4 SPACER STATE OF 7 ASH1 :; IGW ISSUE DATE PROJECT NUMBER 606 Orlit OM OD CPR RA ISSUE DATE PROJECT NUMBEFt Orlit OM OD CPR RA - 1 SHEET NO: EQ-4.1 EQUIPMENT SCHEDULE & NOTES RUE 134I 1 1 6 t G2 FURNITURE UPHOLSTERY FINISH LEGEND: FABRIC TAG: W2 WF3 WF4 YNIS wF6 WF7 FABRIC SPECIFICATION: MCCOY - OURANOO AC- 67383, CINNAMON ARCCOM - HEMISPHERE AC- 67940. ANTIQUE GOLD 111 ARCCOM - MUM AC- 87433. CYMIAMON f 4 MNCCOM - MATRIX AC- 91529P. SIENNA ARCM - CYCLOPS AC- 91531P, PUMPKIN ARCCOM - FLOWER POWER AC- 67704, GREEN GRAPE /5 MCCOY - DURMIGO NYC -67592. BU4c103ERR r 133 ARMOR - PINBALL AC- 67727, GNI PE Ie ARCCOM - SALOYON NCA AC- 91503P, CHARTREUSE SE #2 - HOPSCOTCH A4- 67252, MAPLE 1 (REVERSE SAE} AC-- 91503P, IRIS 12 LOCATION: CAFE & WINO - SEAT FABRIC LIFE - BOOTH MID BANQUETTE BP PC FABRIC CAFE - INGH BACK C NR BACK FABRIC N`/IfE - SNUG BACK FABRIC DORM - BOOTH AND BANQUETTE BACK FABRIC DINNG - GAIHEANO TABLE CHUMN BACK FABRIC ORM - SNUG BACK FABRIC I NNNG - SNUG SEAT FABRIC SMART ROOM - SEAT FABRIC SMART ROOM - BOOTH AND BMIQUETE BRICK FABRIC SMART ROOM - HON BACK CHAR BACK Foam SMART ROOM - HIGH BACK CHAIR BACK FABRIC FURNITURE SCHEDULE DaERIOR TABLE - 245124' CODE 0T2424 OC WCBL WCC WCHBA WCT2424A W0612448 WDC WDCF n 10 20 2 31 2 2 11 YIGT30RA WOOL 4 8 EXTERIOR ARMCHAIR CAFE BANQUETTE - LARGE (WARM) CAFE CHAIR (WARM) WARM CAFE HIGH BACK CHAIR 118 CAFE SIDE TAME 24' SQUARE CAFE TABLE () 30' ROUND TABLE (WARM) DINING BNIQUETTE-URGE BLACK RUBBER EDGE NFK22 24 X 48 DINING BOOTH TABLE (1VMM) DINING CWYR (WARM) DINING CHNR FABRIC BACK 1 BLACK RUBBER EDGE NFl(22 NFK22 WOS WDT2424 WDT36R WG13296 WSC WSHBCA MISHN�cB WsST WST2424 4 12 10 1 5 1 1 2 1 12 1 1 2 8 DINING SNUG (W W) 24 TABLE 24 DINING 36• ROUND CAFE TABLE OtIMO 32 x 96 ? GATHERING TABLE SMART ROOM BANQUETTE -LARGE (WARY) SPAT ROOM BMNQUEIIE - SMAl ( WARM) SWAT () ROOM DINING CHAR � ) HIGH BACK SMART ROOM ) HIGH BACK 18' SQUARE SMART ROOM SIDE TALE (WARM) 24x24 4 WARE' ROOM TABLE WaUENTUBOLVC E UAMERICAS, ll.Cl EMUAMERICAS. LLC FDS NATURAL WOOD CHM R FDS FOS FOS FDS FDS RUST WOOD CHAR RUST WOOD FABRIC BACK CHAIR N/A SEAT TO BE MCCOY DINANGO AC -67563 I CINNAMON BACK TO BE MCCOM CYCLOPS PC-91531P PUMPKIN, SEAT TO BE ARCCOM DIRMIGO 1C -67563 CINNAMON 14 FDS FDS FDS NATURAL WOOD C$WR FDS FDS MASH BLUE ■• FABRIC ix IC N/A 2 116 ROUNA - BLUE NFK6 NFK6 NFKS NFK6 (APRON BLA CK � RUBBER EDGE BLACK RUBBER EDGE STAN TO MATCH TOP NFK6 NFX6 NFK6 NFK6 NFK6 (CONFIRM THAT If imams (MAPLE THE BUCK RUBBER EDGE RUBBER BLACK EDGE 2 N/A BACK TO BE ARCCOM HOPSCOTCH AC -67252 MAPLE 13, SEAT 10 BE ARCOOY DURANGO PC-67563 aiiiiniOti 14 SEAT TO BE MCCOY DURANGO M - 67563 CINNAMON 14 BRICK TO BE MCCOY HEMISPHERE AC -67640 ANTIQUE GOLD 111. SEAT TO BE DURANGO A0-67563 CINNAMON 14 N/A N/A N/A BACK TO BE AR0o0Y MATRIX A4- 91529P SEAT T�M�OOOY DURANGO SEAT BACK TO BE ARCCOM FLOWER PER AC167704 GREEN GRAPE 15„ SEAT TO BE ARCCOM DURANGO AC -67592 BLACKBERRY 1 N/A N/A N/A BACK TO BE MCCOM MALL AC -67727 GRAPE 18, SEAT 10 BE MCCOY DURANGO AC -67592 BLACKBERRY 133 BACK TO BE MCCOY PINBALL AC- -67727 GRAPE 18, SEAT AROCOM DURJMNGO AC -67592 BLACKBERRY j33 SEAT TO BE MCCOY DURANGO AC -67592 BLACKBERRY BACK - SOLAYONNCA AC191503P COLOR CHARTREUSE 12, SHAT - ARCCOR DURANGO AC -67592 BLOC 9EMW 133 BACK - REVERSE SIDE J(AMONMCA PC-67592 BLA - N/A N/A 2 STEEL N/A CHROME N/A N/A BLACK BLACK N/A BUCK N/A N/A N/A BUCK BLACK N/A N/A N/A N/A N/A N/A N/A BLACK N/ N/A N/A TOP TO BE WLSONARf WINDSWEPT BRONZE, LEGS & APRON TO TO BE MAPLE STAINED wISoNART 14745 -60 °Rus WLSOWART 14745 -60 BRu MAROOCHY N/A 1• NEVAMAR IWZ1001T RED BAMBOO DRAGON N/A N/A SNUG BLACK WALL NEVAMAR MR 10081 BURGUNDY MATRDC, SHUTTER PIE STAINED BLACK RUBBER EDGE BUCK RUBBER EDGE WI90NARf MOUE BRUSH NEVAMAR 1510581 SUGAR PURM MONNTE 112C411 YORKSHIRE CHERRY N/A N/A N/A N/A N/ TOP TO BE WL90NART 7911 -60 MANITOBA MAPLE NEVAIMAR AMBER GREEN HAUTEANIC WOOD /STEEL SCHEDULE ST307 51810 sr 51821 SI822 SE ST ST sr ST ST 5T ST sr ST ST WO YID wD WD WD WD YID MID 1D WD WD TIMID MID WD WD WD WD WD WD WD WD WD WD 1D WD CODE ST818 ST819 S1832 ST839 ST840 S1841 ST843 WD101 M101-FE 19104 WD105 WD107 36' BAKERY UNIT W/BAG HOLDER, PULL OUT SHELF, SOUR SURFACE COUNTER TOP, GLASS SNEI2E GUARD. 2 -STEEL COUNTER SUPPORT BRACKETS, BANG HOLDERS 211 WARY RISER WD113A WD1138 WD2OIRH WD301LH ( WD401RH 10501 10601 10701 WD702 10800 WD805RH 10806 WD807 WD812 10813 WD815 10816 WD850 Q1Y 1 5 1 1 1 2 2 1 1 12 2 1 1 1 1 1 1 1 1 1 1 1 1 2 4 12 1 1 1 2 1 1 5 1 1 D.I. 1u'N BREAD BOXES IN PAIRS. GLASS SWACHNONNS FOUR PER PAIR OF BOXES. WITH GLASS PANELS TWO PER PAIR OF BOXES, %V000 TOP ONE PER PAIR OF BOXES. REGISTER SCREEN ONE PER PAIR OF BOXES BANNER WINGER 12 18' GREETER SIGN CELEBRATION SCREEN I BREAD WM . BAGEL. WALL SLOPED HANGING BREAD SHELF W/ HANG BAR HOT BEVERAGE COMMENT Ut f COLD BEVERAGE CONDIMENT UNff SMALL LID HOLDER NAPKIN HOLDER MENU BONDS & METAL HANGING SYSTEM 60' LG. REGISTER UNIT W /CUP DISPENSER, REGISTER HOOD. LAMINATED COUNTER TOP, 2 -30' REMOVABLE FRONT PANELS,, BANG HOLDER 60' LG.(FNSHED END) REGISTER UNIT W /CUP DISPENSER. REGISTER HOOD, IMITATED COUNTER TOP, 2 -30' REMOVABLE FRONT PANELS, BAG HOLDER 48' BASE CABINET WEDGE FILLER KITS 37' SWEET BAKED GOODS DISPLAY /POS CABINET 4 BAKERY RISER HEATED SHELF RISER RH ESPRESSO BAR W/ SOLID SURFACE TOP, 2 REMOVABLE PLATFORMS, (EVERSIBLE TOP. SPEED RAN_ & 3 STEEL SUPPORT BRACKETS 19 -9' LH CONSOLIMTOR WALL 11TH OAK REMOVABLE PANELS MD OAK CAP, TWO BREAD TOWERS, TRAY UTENSIL SHELF 96' RH BUILT-IN COLD BEVERAGE STATION W/ 1- DOUBLE SMALL UD HOLDER. 1- DOUBLE LARGE UD HOLDER, SOLID SURFACE COUNTER TOP & CONDIMENT UNIT 96' BUILT-IN HOT BEVERAGE STATION W/ 2- CONDIMENT UNITS, 2- NAPKIN/UD HOLDER BUSSING/RE STATION LLOW WALLS W/ LOOSE FLOOR CLEAT 24 X 72 PRE SHUTTERS MI TOP AND BOTTOM TRACK ORDER PICK UP STATION SIGN CRIGHf HMI) WHEAT SHELF %W M COLUMN - RAM PHONE BOX - RED COMMUNITY 80M0 PURSE HOLDER 4110' P-LAM WALL PANELS W/ BOSTON BIAUPERS 0 18' & 36 CONTTRLRIE SAMPLING TABLE (CUSTOM COLMAN ENCLOSURE LOCATION ? OVER SANDWICH BAR, MONITORS BETWEEN PARRS OF BOXES AS NEEDED W/ MBI 8c 1+82 NEM MAIN ENTRANCE DOOR IN CORNERS BAKERY BAKERY [1 OVER EACH BREAD SLICER HOT BEVERAGE BAR COLD BEVERAGE BAR IMMO BAKERY DISPLAY BAKERY DISPLAY BAKERY DISPLAY OONS0UDATOR AREA ATTACHED 10 BANQUETTES BOOTH/HOT BEVERAGE WALLS SUSPENDED FROM CDUNG ATTACHED TO WD806 NPR FRONT OF CAFE W/ WHAT SHELF AS NEEDED NEAR BATHROOMS BATHROOMS BAKERY BACK WALL MAN ENTRANCE BETWEEN ESPRESSO & CONSOL0DA110N REVIEWED FOR CODE COMPLIANCE APPROVED .NUN 1 4 2001 City Of Tukwila ILDINO DIVISION ;_ • — c - -. is � ..+.... \. - .r- 11 Amp • • • • • • _ ... BAKERY CAFE: #1215 SYSTEM: G2 (HIV R ) PROTOTYPE UPOA E: � a Q u • M V � Z WV s W =I LLB', k Z U r CO 1 - 0 o � N Y -• 1-- ISSUE DATE: 5-107 .PROJECT UMBER A06-506 IORAWN BOY: ,TIES Wit MS CM CO CPR RA r SHEET NO: EQ-4.2 VYOOOSIEE1. SCHEDULE FURNITURE SCHEDULE FIE 1215E0+241r. 1 !,/ d • ' 1 0 . •Cr MY 1101 MY als RINE OUIEIS • / af-f :1 1 1 PROPERTY UNE \ \ / N.. ..,. ..-'" . . . • ......_ ._ .._-. r SIPE 1/C-1, RR 1 1101-011 (no 1 OMB Re a WIC SE IMO - • lat RED MON VV. v.; N R1U-3 1 : i tut um us ow. sr, nosomr, s a l =WM i z . ; 36 I ll- t. ....•••••• tat • —4 MiN. AWAY FROU - ANY AiR INTAKE OUTLETS / \ 1— 4 ,- COMMIT RR lora coon IRO! SEX IQ RI 36 MK imE-IPMIR- 44 at_ 01 a A / 10*-0 UN. AWAY FRCA., ANY AIR INTAKE OUTLETS R1U-2 \ SESCE =NM Of) • 10 MN. AWAY FROM ANY NR INTAKE OUTLETS 5•-if Pik MICE =mu. PO A I: • LOCATIONS OF ALL ROOFTOP EQUIPMENT MUST BE COORDINATED WITH MALL FIELD REP. PRIOR TO BID AND INSTALLATION. • • .7 - c:- r&( BAKERY CAFE: #1215 SYSTEM: G2(WARM) PROTOTYPE UPDATE 200505 v IOPMM 8/10/07 ISSUE DATE: 2-16-07 PROJECT A06-506 MOWERY PROJECT *27020 7 ciec ie 0 EXY C.B. SH. G4G D BY AvA SHEET NO: MPE-1 .1 Root Ran OF 6 OF 6 1 OUTSIDE AIR CALCULATION 100 CUSTOMER x 20 cfm / PERSON = 2,000 cfm 12 EMPLOYEES x 15 cfm / PERSON = 180 cfm CALCULATES TOTAL 2,180 cfm PROVIDED TOTAL 2,500 cfm • 4 KEYED NOTES: PROVIDE AND INSTALL NEW ROOF TOP UNIT AS SHOWN N SCHEDULE ON SHEET M3.1. UNIT SHALL BE LOCATED SUCH THAT SUPPLY AND RETURN DUCTWORK DROP BETWEEN JOISTS RUN CONDENSATE LINE TO NEAREST ROOF DRAIN. VERIFY LOCATION. PROVIDE U.L. LISTED IONIZATION TYPE SMOKE DETECTOR INTERLOCKED W/ RTU CONTROLS TO SHUT Roe DOWN UPON ACTIVATION OF DETECTOR. LOCATE IN RETURN AIR DUCTWORK, PER IMC2003. PROVIDE TWO PIECE THERMOSTAT WITH WALL MOUNTED SENSOR AND CONTROLLER MOUNTED N OFFICE, COORDINATE LOCATIONS WITH OTHER ELEMENTS OF WALL /COLUMN. VERIFY EXACT LOCATIONS IN FIELD. OVEN H000 BY 'CAPIIVE -AIRE' MODEL VH3624. INSTALL NEW 12' DIA. EXHAUST DUCT UP TO EF -1 ON ROOF. FAN SHALL BE INTERLOCKED WITH OVEN SUCH THAT FAN RUNS ONLY WHEN OVEN IS ON. SEE FAN SCHEDULE ON THIS SHEET AND OWN DETAIL ON SHEET M4.1. LOCATE FAN MINIMUM 10 FEET FROM ANY AIR INTAKE. OVEN HOOD. FAN, & MUA ARE PURCHASED FROM 'ADAMATIC' BY OWNER AND INSTALLED BY CONTRACTOR. BALANCE EF -1 TO 1400 CFY. SEE SHEET U4.1 FOR MUA INFURIATION. COORDINATE LOCATION W/ LL KEEP 0.A. INLET 10' MINI. FROM ANY EXHAUST. VERIFY LOCATION. SEE ELECTRICAL DRAWING, THIS SET FOR HOOD LIGHT SWITCH LOCATION. [FOR PROJECTS UNDER 2003 81C EF -1 IS 1600 CM AND MUA -1 IS 1400 CM) 8' DIA TYPE B UETALBEST06 FLUE UP THROUGH ROOF. OVEN SHALL BE SUPPLIED W11H DRAFT INDUCER, BAROMETRIC DAMPER, AND PROVING SWITCH. INSTALL PER OVEN DETAILS ON SHEET M4.1, 4.3 ROUTE BAROMETRIC RELEF DUCT ACROSS OWN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE EGG CRAZE GRILLE AT DUCT TERMINATION IN SPACE. BAROMETRIC DAMPER TO BE INSTALLED BY MECHANICAL CONTRACTOR. r/ 4' DIA. DAMPER FLUE CONNECTED TO EXHAUST HOOD. SEE OVEN DETAILS ET M4.1, U4.3. 6' DIA. OVER PRESSURE EXHAUST CONNECTED TO EXHAUST HOOD. SEE OVEN DETAILS ON SHEET 1.14.1, U4.3. DIRECT VENT CLOSED COMBUSTION FLUE FROM WATER HEATER UP THROUGH ROOF (SIZE PVC FLUE VENT PER MFG INSTRUCTIONS). TERMINATE W/ CONCENTRIC KIT PER MANUFACTURER'S RECOMMENDATIONS, MINIMUM 10 FEET FROM ANY AIR INTAKE. VERIFY LOCATION. SEE DETAIL U4.3. RUN 10' OM EXHAUST DUCT DOWN FROM ff -4 ON ROOF. CONNECT TO EXHAUST GRILLES N TOILET ROOM. BALANCE AS INDICATED. PROVDE BACKDRAFT DAMPER AT EACH GRILLE. SEE FAN DETAIL SHEET 1A4.3. LOCATE FAN 10' -O' "MUM FROM ANY AIR INTAKE. PROVIDE 6' DIA. EXHAUST DUCT WITH ROOF CAP AND BIRD SCREEN FOR DECK OVEN SELF EXHAUST, TERMINATE 3' -0' ABOVE ROOF. LOCATE OUTLET 10' -0' MINIMUM AWAY FROM ANY AIR INTAKE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE FLEXIBLE CONNECTION FROM OWN OUTLET TO EXHAUST DUCT (4' BELOW CEIUNG). DUCT SHALL BE STARLESS STEEL (SEE DETAILS ON SHEET U4.3). REMOTE CONDENSERS ON ROOF FOR FREEZER, COOLERS AND ICE MACHINES. TAKE OFF FOR PIPING RUNS TO BE COORDINATED WITH GENERAL CONTRACTOR. G.C. TO RUN WIRING FOR COOLERS AND FREEZER AND FOR REMOTE COMPRESSORS. MECHANICAL/ELECTRICAL SUBCONTRACTOR TO PERFORM FINAL CONNECTION FOR THESE UNITS COORDINATE LOCATION W/ OWNER. FOR BIDDING PURPOSES REFRIG. PIPING COMES IN PRE - CHARGED LENGTHS OF 25 ft. AND 50 R. (COOLER AND FREEZER ONLY). DISH WASHER TYPE-11 HOOD 'CAPTIVE -AIRE' (SEE SHEET U33). INSTALL NEW 12'DIA EXHAUST DUCT TO Ef -3 ON ROOF (SEE SCHEDULE SHEET 1122). FAN SHALL BE CONTROLLED BY SWITCH MOUNTED ON H000. DISHWASHER HOOD AND FAN ARE PURCHASED BY OB ER FROM 'CAPTIVE -AIRE' AND INSTALLED BY CONTRACTOR SEE SHEET M -4.2 FOR DISHWASHER VENTILATION INFORMATION. LOCATE EXHAUST FAN 10' -0' MINIMUM FROM ANY AIR INTAKE. EXHAUST FOR EF -3 IS 600 CfM [DESIGN CRITERIA - 2003 IMC). VERIFY REQUIREMENTS VAIN LOCAL CODE AUTHORITY. PROVIDE AND INSTALL PROIECIVE CAGES AT DRY SPRINKLER HEADS N COOLERS AND FREEZER (EQUAL TO FIREHOUSE INTERNATIONAL, MODEL No. BRO- SPCAGE). FLUE FOR VENTED GAS FIREPLACE TO BE SIZED AND *STALLED PER MANUFACTURER'S RECOMMENDATION. EXTEND FLUE UP THRU ROOF To M81MUM OF 2' -0' FROM HIGH POINT OF ROOF TO LOW POINT OF DISCHARGE.. TERMINATE PER MANUFACTURER'S RECOMMENDATION. KEEP OURET 10' -0' MIMMUIA FROM ANY AIR INTAKE. VERIFY LOCATION. TOTAL NATURAL GAS INPUT FOR THIS FIREPLACE SHALL BE XX.XX X B1UH [VERIFY' THE DINING ROOM QUALJFIES AS AN UNCONFINEo SPACE AND COMBUSTION AND DILUTION AIR ARE DRAWN FROM THE ROOM WITH NO OUTDOOR AIR REQUIRED. PAINT OIFFUSERS TO MATCH ADJACENT CEI.ANG SEE ARCHITECTURAL D. FOR COLOR. AR CURTAIN ABOVE DOOR. SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR INFORMATION. (FOR EXTERIOR DOORS ONLY) GENERAL NOTES 1. THIS CONTRACTOR SHALL COORDINATE WMTH ALL OTHER TRADES N LOCATING DUCTWORK, PIPING AND EQUIPMENT TO AVOID ANY INTERFERENCE 2 COORDINATE NNSTALLAIION OF NEW DUCT W/ STRUCTURE. 3. CONTRACTOR TO INSTALL ALL WORK N STRICT COMPLIANCE NTH LOCAL CODES AND ORDINANCES. 4. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND EQUIP. SUBMITTAL PRIOR TO INSTALLING OR FABRICATING ANY DUCTWORK 5. PAINT INSIDE OF DIFFUSERS BLACK TO MINIMIZE VIEWING OF OUST AND DIRT. 6. PROVIDE MOLDED INSULATION BLANKET ABOVE TOPS OF ALL SUPPLY AIR DIFFUSERS 7. PROVIDE ADJUSTABLE VOLUME DAMPER AT ALL BRANCH DUCT. 8. PROVIDE TARING VANES AT All ELBOWS (TYPICAL). REFRtC. SYSTEM RE NOTE: NC 2003 SECT. 1104.4.2 (EXCEPTION COLIMUNICKING SPACE) MALI. BE WPLED TO THE REFRIG. SYSTEMS N 111S PROJECT. ALE VIOLLVIE DAMPERS WET. BE REMAINED 25% OPEN TO PREVENT REFRIGERANT LEAKS 1NT0 THE S1TALL SPACE %NCH SERVED BY THE SYSTEM. 1 0 • a'OIAS3 150 CFM 26X18 I 12'0 =1F.N 12 DIA SI 566 CM 1 12'4 f 6'. 1)0!;( ^ ) � I r-F 26X18 ' R RY 12 DIA SI 540 all 14'0 s 1 DIA E1 MA • . ! • WATER TITER FLUE VENT. 1 I - - J !OFFSET'Ttf ROOF (SEE Kit • 1%01A56 550 Cal . . 12'0 l2' DM SI 566 1711 • s5 - 250 CFTC_ � 8 " DIA El :! 140 014 W /080, (TYP -2) r DIA S3 . 130 CM — —12-0 • 12 GIMP. OF 4) 550 mi 12'0 " _ " f -F: RAGES • r if • 566 16'0 I r T5171 L .__._.J 18 I i if DIA Si (TYP OF 4} - .574CFM 1 7 L. s _ 1, RTU -3 r CONSOI l l 24'0 1: 8'0 11 • • 20'0 0 150 all 18'0 GLACE FLUE VENT BY OTHERS - HVAC FLOOR PLAN SCALE: 1/4 • 566 CF11T 16'0 BAROMETRIC DUCT w/ EGGCRAIE GRILLE 566 CFI 120 r`; c== NORTH � J dh cA:4- owe t2 -J 12'lbu1 I 566 CFI ' • • BAROMETRIC DAUIPER SEE DETALS SHEET M3.I AND M4.1 X Y.1 540 CFM 12x182 - up. OF 2 _ . • • 1 120 FOOD EXHAUST DUCT • Co! TO •TOP OF HOOD 150 CFM 500 CFM Id1 L C - l! 1 ; l: -.t s. . r • l i BAKERY CAFE: #1215 S YSTEM. G2 (W P ROTOTYPE UPOA E MOM 1 Iom+is 8/10/07 ISSUE DATE: 2 -16-0T PROJECT MUMMER: AO6 ABOSSSEIN PRQ€CT *2702 DESIGNED BY CS. Si GriG CHECKED BY AVA SHEET NO: M -2.1 Floor Plan FNAC 01 6 ROOFTOP UNIT SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER SUPPLY AIR (CfM) OUTSIDE AIR (CFI) MIN. EXTERNAL SP. IN (WC) MOTOR H.P. COOUNG CAPACITY HEATING CAPACITY DRY BULB I WET BULB AMBIENT (DEG F) FILTER TYPE HEATING STAGE(S) COOLING STAGE(S) T -STAY TYPE VOLTS PH HZ MICA/MOCP OPERATING YYEIGHT NOTES MBH/TON EER /SEER INPUT {MBH) OUTPUT (MBH) ELEC. KW fS FR RTU -1 LENNOX LGC102 3400 520 0.5 2.0 104/8.5 11.2 130 104 9.0 80 67 95 MERV 11 ((4)18x24x2) 2 1 ELECTRO --MECH 208 3 60 46/60 1355 1,2.3.4,5.6.7 RTU -2 LENNOX LGC102 3400 520 0.5 2.0 104/8.5 11.2 130 104 9.0 80 67 95 MERV 11 ((4)18x24x2) 2 1 ELECTRO -MECH 208 3 60 46/60 1355 1,2,3,45.6.7 RTU -3 LENNOX LGA102 3400 520 0.5 2.0 104/8.5 11.2 130 104 9.0 80 67 95 MERV 11 ((4)18x24x2) 2 1 ELECIRO -MECH 208 3 60 46/60 1355 1.2,3,4,5,6,7 R1U -4 LENNOX LGA102 3400 520 0.5 2.0 104/8.5 11.2 130 104 9.0 80 67 95 MERV 11 ((4)18x24x2) 2 1 ELECIRO -MECH 208 3 60 46/60 1355 1.2,14,5,6,7 11UA -1 CAPIIVEAIRE 1200 - 0.7 0.75 - - 151.2 - - - - - - - - - - 115 1 60 - 350 SEE M4.1 NOTES: 1. FURNISH ROOF CURB FOR INSTALLATION. 6. PROVIDE WITH NON - FUSIBLE DISCONNECT %ITCH 2. FURNISH UNIT WITH ECONOMIZER DAMPER. 7. PURCHASE FROM NATIONAL ACCOUNT. SEE CONTACTS THIS SHEET. 3. RUN CONDENSATE LINE TO NEAREST ROOF DRAIN VERIFY LOCATION. 4. PROVIDE W/ POWER EXHAUST. NOTE TO DES GNEIt SIZE OF ROOFTOP UNITS PER PANERA BREAD PROTOTYPE REQUIREMENT FOR THE PROJECT. 5. PROVIDE W/ CONVENIENCE OWLET DELO WIRED. AIR BALANCE SCHEDULE PLAN MARK EXHAUST OSA RETURN SUPPLY UM EF -1 -1600 - - - 0U50 FLA EF -2 - 500 - - - F:OLC. EF -3 - 800 - - - 600 EF -4 - 300 - - - DU50 HFA MUA -1 - + 1200 - + 1200 F.O.LC. RIU-1 - + 510 + 2890 + 3400 300 RTU -2 - + 510 + 2890 + 3400 RTU -3 - + 510 + 2890 + 3400 R1U-4 - + 510 + 2890 + 3400 NET EXH. -3200 NET SUPPLY + 3240 GROSS SPACE PRESSURE + 40 - EXHAUST FAN SCHEDULE PLAN MARK MANUFACTURER MODEL TYPE SP UM ELECTRICAL OPIONS REMARKS EF -1 CAPTIVE -AIRE 0U50 FLA UPBLAST 0.5 1600 120/1/60 1/2 HP ROOF CURB F:OLC. EF -2 CAPTIVE -AIRE DU%) HFA UPBLAST 0.45 600 120/1/60 1/2 HP ROOF CURB F.O.I.C. EF -3 CAPTIVE -AIRE DU50 HFA UPBLAST 0.5 800 120/1/60 1/2 HP ROOF CURB F.O.LC. EF -4 GREENHECK GB -091 ROOF MTD 0.375' 300 120/1/60 1/4 HP ROOF CUR% BACK DRAFT DAMPER F.C.LC. AIR DEVICE SCHEDULE PLAN MARK MMANUFACIURER\ MODEL NUMBER MODULE FRAME S1 TITUS 1DC -A4 24x24 TYPE 3 S2 TITUS IDC -G2 12x12 TYPE 3 S3 TITUS TDC -A4 12x12 TYPE 1 S4 ANEMOSTAT All 48x4 16 BORDER S5 TITUS TDC -S2 24x24 TYPE 3 S6 TITUS TDC -A3-2 24x24 TYPE 3 S7 TITUS TDC -A3-2 12x12 TYPE 1 R1 TITUS 50-F 24x24 TYPE 3 • R2 TITUS PAR -AA 12x12 TYPE 1. 3 E1 BTUS PAR -AA 12x12 TYPE 1" HVAC LEGEND SYMBOL DESCRIPTION 10 EMPL x 15 CFM/PERS = 150 CfM CALC. TOTAL 2450 au P h) SUPPLY AIR DFFUSER RETURN AIR GRILLE TOILET ROOM EXHAUST GRILL QT THERMOSTAT (CONTROLLER) 0 DUCT MOUNTED SMOKE DETECTOR -...--r- DIRECTION OF MR FLOW Q TEMPERATURE SENSOR OUTSIDE AIR CALCULATION 115 CUSTOM. x [20) CFM/VERS. = 23(10 UM 10 EMPL x 15 CFM/PERS = 150 CfM CALC. TOTAL 2450 au PROVIDED TOTAL 3240 au HVAC NATIONAL ACCOUNT CONTACT INFORMATION. I NOTE: NATIONAL ACCOUNT MANAGER LENNOX INDUSTRIES GINO FRIS90RA GINO.FRISSORAOLENNOXINTLCOM 401 723 -3560 PHONE 401 723 -37 FAX NA11ONAL ACCOIAIT SALES ADMINISTRATOR LENNOX INDUSTRIES MONK MORROW MONNE. MORROWoLENNOXIND.COM 972- 497 -5086 PHONE 972 -497 -5112 FAX • • S . v R.A. GRILLE TO HAVE REMOVABLE CORE FOR CLEAVING WITH SQUARE TO ROUND DUCT ADAPTER. '■s' EXHAUST GRILLE MATH 08D DAMPER & ROUND NECK. • ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLE 14 -1. 14 -2 AND 14 -3 OF THE WASHINGTON STATE ENERGY CODE. 3) DUCT INSULATION AND SEALING SHALL MEET CHAPTER 14 SECTION 1414 REQUIREMENTS. 4) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. 5) SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES SHALL BE INSULATED TO MIN. R -4. UNCONDITIONED SPACE SHALL BE R -8. 6) PIPING INSULATION SHALL MEET THE REQUIREMENTS OF WASHINGTON STATE ENERGY CODE TABLE 14 -6. 7) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC. 8) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 9) CONTRACTOR SHALL SUBMITT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER WSEC. • PO4 • � .• ,, = r, C ;T ( • BAKERY CAFE: #1215 SYSTEM. G21WARM) PROTOTYPE UPDATE 2005 Ovi oe5 I WV � W= Ce LL 8 1U i17 / orririgr gab (txaMs 8/10/07 ea ISSUE DATE: 2 -16.07 PROJECT MJUBER: A06-506 A806SEtti PROJECT: *27020 CESZGNED B'Y. D6 SFt. GNG CHECKED BY MA I SHEET NO: M -3.1 HVAC Schedutzs and Sofia Legend OF 6 f WT TO HOPI LENGTH I VAX COMING Too AIR RED.CREIENTS itD►ST MD i MOUSE RISER SIPPLT RISER O TY. SIZE OW RISER SF. TOTAL EI04 CrM OtY. SIZE ow RISER SP ' TOTAL SUP CFM 1 END TO EA' B:13C TO S: CK v L Y L 1 3624 VI-in A 7 4 NA 1 12- CIA I t600 050 !670 - - - - - - TWE I8 q4 M4 SS 77CI 0790' 985 f WT TO I FAN TAIT /COEL • EXHAUST FAN S ITNTLY FAN NOBEL TAG SUPPLY FAN tL'7<L TAG (YN $P. RPM i 14P • VLLT FAA ' BI CvE I SP. RPM 1 TAG I VQT FLA 1 • VOLT I FLA I A: -100 l 05 1 115 104 _ 1 D I I 12 0790' 985 0•�1 1 DS I IAN won. r&Y MIT TOWEL • E%MUST FM S ITNTLY FAN NOBEL TAG CFH SP. RPII HIP. 0 VOLT FLA BLOVER IOUSPIG TAG UM SP. RPM HP • VQT FLA 1 DUSOFLA 13.60WLA cr - t 1600 -100 1646 05 1 115 104 IAN won. m� T 1 33t1f TEMP. I 77SE 1 SLIT CUTS :7E '2 o sZ?Ix TAP- GAS L[L►T ot me H I: I 6' 129,633 o c sr; I r : Ore F i Tlet:r5 IAN won. HT 1 V I I C r R A:1 J LI I Ou6GVLFA 25 I/2 28 I/4 1112 I 21 23 72 3/4 16 S6 1 FAX wtEL 0 E DUSCHAYA 19 1/2 I 20 t • P.R. O. with Make Up Air - HOOD / OVEN PLAN VIEW Type 11 Heat Removal Hood - No Fire System Required Be . ADAMATIC O VEN 4' PIA OUCTVORK SY WI RS to GAUGE 304 STADIESS STEEL SNP* pre H•A CAPTIVE -AIRE HOOD PREv111E0 J-p36 ICR LIJNS• CAPTIVE AIRE HOOD -N[LE HOOD INFORMATION TABLE Imo:! 12' MA 22 GAUGE 334 STAINLESS 1 is 0666 4100 0 v" •-v• e. ..A/$ - cAV 4 ::.ce AU a ee,f• A- 4,::V.: -_ aA: -SS *4: -E; 59 CC'. - CI _:: 0-C S.Tr_c- .; s.10. 4 sr , :5- cc-s-= sc : :-a i 17 F dTEEsL .4 0000 4iO0• s707- 690Y ELAN v1I;lf - ? 4' MIDDLE X824 -%' 1A w/ PERFORATED SUPPLY PLENUM For tech:n:col questions, Call CAPTIVE -AIRE reg322cop t iv eair.con PHONE: (800) 988-0881 FAX- (301) 986 -1795 P.R.O. with Make Up Air - HOOD / OVEN PLAN VIEW Type 11 Heat Removal Hood - No Fire System Required NOTE HOOD EXHAUST FAN d CURB ARE SUPPLIED SY ADAVATTC AND L.VSTRLLED By CONTRACTOR DUCTWORK IS SUFPirEDAND INSTALLED BY CONTRACTOR 5706' { 32 :/:6 T s onhasso sow = = - i w - T 7 -� 1 7 4 44 j .- 44 pus VIEW - 7'4• MODEL 3624 -YHA Tr/ PERFORATED SUPPLY PLENUM P.R.O. with Make Up Air - HEATER INFORMATION AI-D250-610 D9`AfN DISCHARGE DIRECT FIRED HEATED 1- 74 71!5 !% 5 5/8 � 1-T11 1/2 1 j F i- a r � , 2. 1.7 1 T.7.WC7 c:Zc3 "MILE 27 3/8 1 u HA. rte. L£X CC% T • s_ .A FCR F=LD w�D L _ I C.R3 a .TER Y {L :3 7 /:S - :O•S ARE NC :No.. AN.; :Hof J•!E�x : :s:+•7CE :Lc s :.n • :s 1 X :2 1 i• R??f YN7NG ST9 %-E% C.513 :ti'£\S�► SERvICE ::SCEANECr SviTcrt 7 � - :.wT;,� L- 3i :31:4 : =aE C':7► i •400 NO A IS NI TX PAPAW IM A64AuA. comma Iea1 6 O•RLW Pr •pA:IAL CD IMP HANGING ANGLE DETAIL JOB Standard Porter* Rack sith NUA LOCATION DATE 12 - - 97 DWG 1 PRO_ITUA REV. O9/1B/06 10B 1 DRAWN BY iPP SCALE NEU* TO SCALE %E 3332 3600 1 6725' 36 4- ;‚'a SLO EZ raTER 6' DIA DUCTVODC 111 OTTERS tt GAUGE 704 STAa&ESS STEEL Slope Ductwork To.rd• omen vt per root NOTE H000 EXHAUST FAN d CURS ARESUPPL:EDLW ADAUNA TIC A40 INSTAL LED 8VCONTRACTOR CuCR%ORRCIS SUPPLIED AND W S IAt t fD BY CONTRACTOR `TEL ;• text 3607 3607 2L:N 1-::- E7- : .,f 3 ss 5/:S PT --1 100a %•APORFROOF INCANDESCENT L1 H 1 4' 1 1 1275 24' FuL PPEE GUTTER CONDENSATE BAFFLE SEC110)y VIEW- 7 . 4 - MO DEL 3624 - V HA For techin=Cal q...eSt;Cns, Cct reg322ca p t: vec:r.con P1i XE: (800) 988 -0881 FAX (301) 986 -1795 C•:PTIvE -AIRE 1 A All - sls - -- - s et• IN - E 1'a = JOB Standard Panera QACk sith LOCATION Continental uS 1 DATE l2 -4 -97 1 DWG ; PRC) PI,:. 1 NEE C9 /14106 JOB # DRAWN BY i#P 1 SCALE ! r TO SC;i.( MAKE UP AIR WITH SLOPED FILTER INTAKE nice 5.E SZE p:aa 31. i ,.:N 33G MECHANICAL CONTRACTOR iS RESPONSIBLE FOR STARTING UP THE MAKE -UP AIR UNIT PER THE INSTRUCTIONS IN THE OWNERS MANUAL 1 -'v- is :, 55145--795 A as marrow - = %OAP =_ LOCATION DATE ?sS' sow s.sPLY AR V MSC Went * MOL Y T6•1_1 op Cerra e35X MEN STAINLESS STEEL PERFORATED PAWL XN DRAWN BY %Pc SCALE NC S =. P.R.O. with Make Up Air- HOOD / OVEN PLAN VIEW Type 11 Heat Removal Hood - No Fire System Required Save As A4 RH1,01 CMI4 vZ ref F t! TM10R DUCT For techInical questions, Call CAPTIVE -AIRE reg32Fcap t ivea ir.co n PRONE: (800) 988 -0881 FAX: (301) 986 -1795 P.R.O. with Make Up Air- HEATER INFORMATION FAN INFORMATION HEATED MAKE-UP AIR U1► CUTUP .LSSE IPJ1S 92' ws i 1 1 Et &LEI 384 STAINLESS STEEL 6• DIA DUCT w OTHERS SERMON PIPE - DO NOT DISTILL MAU MUM ADAMATIC OVEN SECTION V1EW- 14 MODEL 3824 -YHA SEE 2:706 • .1 OOC • .?:= : ::ea CAPT. -:x . e : . - c:r C . 9139- :.£Sr. FLY 986 - :795 4-4 \-DRIP TRAY 3600 1 tt STANISS STEM lhaidiP i VI _ == A APRT Alt VO K 2•` 1 �1 . - 16 tr op Ceivg 23 WEN STAINLESS STEEL PERFORATED PANEL sow VAFORPROOF 24' INCANDESCENT LIGHT UAL PERIIEiER GUTTER REIOvApLE CONDENSATE DAME JOB LOCATION DATE 12 - - 97 DiC 1 PRO_IRJA REV. 09110/06 Elm NOTE: HOOD. EXHAUST FAN & CURB ARE SUPPLIED BY ADAMATIC AND INSTALLED BY CONTRACTOR DUCTWORK IS SUPPLIED AND INSTALLED BY CONTRACTOR CAPTIVE AIRE HOOD NOTE HOOD EXHAUST FANO CURB ARE SUPPLIED BY ADAMAfC AND INSTALLED BYCONTRACTOR DUCTNbRK15 SUPPLIED AND INSTALLED LW CONTRACTOR NOTE: EXHAUST FAN IS SIZED FOR A MAXIMUM OF (3) 90 DEGREE RADIOUS ELBOWS AND 25 FT OF STRAIGHT DUCTWORK. PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS. Standard Panera Rack sith I'J.IA JOB 1 DRAWN BY ifPP SCALE NOT TO SCALE P.R.O. with Make Up Air - EXHAUST FAN INFORMATION AN INFORMATION NOTE: VARIABLE SPEED CONTROL IS INSTALLED INSIDE FAN ExTERNAL DISCO CT SvUT04 AIR INLET OPENING NOTE: EXHAUST FAN IS SIZED FOR A MAXIMUM OF (3) 90 DEGREE RADIOUS ELBOWS AND 25 FT OF STRAIGHT DUCTWORK. PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS. FEATURES - Roar IQAITEi FANS - RESTAURAMT MODEL - k 762 OR 70S - A1CA A91 AIO SOURS - vEADCRPDXF BSCQHECT - TIERHAL OVERLOAD PROTEC1I134 - 09UECT DR1vE - SPEEB CONTROL NOUN TED AT rectory MIT 1 - GREASE EXHAUST ELASWIUA1ICIN 1ESII UMW TFI•FRATIiE rrSI EXHAUST IAN *JST OPERATE ct9Raalousay vita E10W1SIP.G AiR AT 400• QOM, UNTIL ALL FAY PARTY HAVE REAPED THERMAL EOULLW111L uO VTTNWT ANY OETER07t4TKr EFFECTS TO Tie FAN VMIOI N.131.0 CADRE own OPERATION /AWAIT*: f1 MC-18 TEST E/01/41ST IAN mar OPERATE CO(lNN QISLT VILE E104MISTPG OIR!•DG GREASE VAPORS AT 6112F carts MQ A PERIOD OF 15 •DXSTES TIOM TIE 1Aa TIEtpCNG OPAGE8 TO ANT EXTENT THAT WILD CAUSE AN IMAM EW311874 - OPTIMA- GREASES QP AVARAME - DP1DDIFi ?..I ATED W13 DUCTV00C DEivIER EXHAUST RISER ON 1E03 /A3 FAV qy meow cchmslICAL %P -LAST EXHAUST FAA/ D»EAiiD1% DATA DFA SERIES UPI:M AST EXHAUST FAN L!RECT OWE vmRIABLE SPEED mum LOCATED UNDER TOP R --1 •- G R• 1 R 2G j fialip I I WORM/ PIAKO COOS ARE AvA4A3EE �t FOR ►rroEa ROOM SPECIFY P110. EXAIPLO 4/12 P1Tp1 ORD p Ct4lOGAL DATA ROTE FLOOD. EXHAUST FAN1L CUf18ARE SUPPUEDBY AD /WATIC AM: INSTALLEDBYCONTRACTOR DUCTWORK SS SUPPUED AND INSTALLED BY CONTRACTOR 108 Standard Panora Rack sith MIS LOCATION DATE 12 -4 -97 DWG IT PRO_PaA REV 09119/06 FLASHONS REEF DOG DBEASEXI 10-27 x 43-2) JOB 1 DRAWN BY i P SCALE Nor To SALE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR STARTING UP THE MAKE-UP AIR UNiT PER THE INSTRUCTIONS iN THE OWNERS MANUAL MB S:.. -r�s . •era ?_c4 'ft, ♦il s miliRrw - -- - 1 LCCATiGB 1 8. TM 111/1FIB. II . = _ ■_ I DATE :t 4-9' X9 ! } I ow # ' R.f D4ax BY ye* . 1 JFE1! :9/:4/:6 1 SAGE %G. S.:A.e P R. O. 1. DRILL A V4• TOLE IN Tie 12• DIA (*MUST IRICT. THE HOLE SHALL BE LOCATED 3' TO 12' ABOvE 1HE MOD. CONSULT vv / Make Up Air t cT TIE HOTS L AND TUB TO THE AIR NE TER _ ' ` ' E iials TA PRESSURE : HAKE TUBE e AIR METER IS vERTiCAL. THEN READ THE STATIC PRESSURE ON THE GAUGE Lr THE STATIC PRESSURE 1S HIRE THAN 009', MEASUREMENT THEN PLACE TOUR FINGER OvER THE TOP Cr THE SECOND HOLE ELY THE O t 31 A 5 UI IX TI AT C ATTACHED OINK ' RACK MIN MOD STATIC PRESSURE VS r1 / v-, CFN• TO DETERMINE iI( CURRENT (xft 6. r TIE CURRENT CFM IS MIT WITHIN 5X OF TIE DESIGN CCM, THEN GO UP ON THE ROOF TO DC EXHAUST FAN, HON EFT THE FAN AND ROOVE THE COVER THERE VII. BE A KPIII TO PACK/4E OR DECREASE TIC CFIt TURN TIE FAY BACK at r ibi STATIC PRESSURE IS BELOV Ti( tES1GI1. THEN TURN THE IOOB IO INCREASE TIE CM W TIE STATIC PRESSURE IS ABOVE THE CESTO4 THEN TURN THE 10116 TO DECREASE THE CPR 7. REPEAT STEPS 4 -6 HINT. 4 POSSIBLE 132E PERON SIOLII OE ON TIE ROY ADJUSTING HIE FAN WHILE ANQfDER PERSON MEASURES THE STATIC p B REI rN THE FAQ/ A.ND PATCH THE 1/4 TOLE CAPTM - AWE 4•Ot Dad Ady NA maw sucivuNN METAL 1b >r Ir Ktal `•1r9At I 0."t[ smut awn nee +QE If SIAM PassFAc .T AWE OW Wit 1461 Ale WW1 H MO 660 41:0 0601 os) rOESGV STATIC PF O@ 41.91 - - - JOB Standard Peres UF_C'< ■ti, N & LOCATION DOTE 12 - 4 - 47 DOC t - -- PAO_I{AA lag DRAWIi BT Loa SCALE FOT TO REX 09/14/76 SCALE FOT TO SCALE P.R.O. with Make Up Air - FAN DUCT WORK CONNECTION HLXXMI( 11415 DISTANCE (5'0' IREC0141ENDED) SNDOTH RADIQIS ELDITJ For techinical questions. Coll CAPTIVE -AIRE reg32 ecap t iveair.co n PHONE: (800) 988 -0881 FAX (301) 986 -1795 CXIWIST FIN CURB 12' 31A DUCT 7ZG4UGE 30r SUairn6s SwF NOTE: EXHAUST FAN IS SIZED FOR A MAXIMUM OF (3) 90 DEGREE RADIOUS ELBOWSAND 25 FT OF STRAIGHT DUCTWORK PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS As shwa ss L II 12' DIA 10ELE (CENTERED IN EuR1 CAP) CiRD CAP BY OTHERS CURB CAP NI VENTED CIAO 20 GAUGE ALUMINIZED STEEL CONSTRUCTION 3' CONTINUOUS FLASHING ROOF OPENING DIMENSIONS (F -2) X 0-21 NOTE: HOOD. EXHAUST FAN IL CURB ARE SUPPLIED BY ADAMATIC AND INSTALLED BY CONTRACTOR. DUCTWORK iS SUPPLIED AND INSTALLED BY CONTRACTOR. 108 Standard Panera RACk with IJA LOCATION DATE 12 - - 97 DWG 1 PRO_MUA REY 09/14/06 JOB # DRAWN BY N'P SCALE MIT TO SCALE PRO_ with Make Up Air I for ter.".-Sae .?+es:.tp3- C.•?-:.(- +CK 1 - ey32e B8E- ird'! x�E d: • r AIM Qv.) 966 9r 1 S.PPLY FJ.Y INPUT PevEQ 123 VAC ISEA ER HS. 1 O .c 01 ON00 O Ii O c Ors I 1 1 RECOMMENDED ELECTRICAL CONNECTION ELECTRICAL COMPONENTS BY OTHERS l• t F-r riog." C N.p... ✓a: From C C='4" VIre✓ - 51r120 1 Ire S ar•Irs •Anrw %re -T * 41.111 LAMPS • ��_ III z 2 purr t _7 m :4/0s a SCALE r.3 w.A- - t201 - - CT r 1=: ;: Iti� i • • • • • BAKERY CAFE: #1215 SYSTEM. G2 (WARM) PROTOTYPE UPDATE ISSUE DATE: 2 -16-07 PROD CT M JLKIER. 506 A°.ASSEIN PROJECT *27G20 DESTINED SY. C6. SH. Q Ci -ECKED BY AVA 1 SHEET NO: M-4.1 OF 6 I t • P.R. O. with Make Up Air - HOOD / OVEN PLAN VIEW Type 11 Heat Removal Hood - No Fire System Required Be . ADAMATIC O VEN 4' PIA OUCTVORK SY WI RS to GAUGE 304 STADIESS STEEL SNP* pre H•A CAPTIVE -AIRE HOOD PREv111E0 J-p36 ICR LIJNS• CAPTIVE AIRE HOOD -N[LE HOOD INFORMATION TABLE Imo:! 12' MA 22 GAUGE 334 STAINLESS 1 is 0666 4100 0 v" •-v• e. ..A/$ - cAV 4 ::.ce AU a ee,f• A- 4,::V.: -_ aA: -SS *4: -E; 59 CC'. - CI _:: 0-C S.Tr_c- .; s.10. 4 sr , :5- cc-s-= sc : :-a i 17 F dTEEsL .4 0000 4iO0• s707- 690Y ELAN v1I;lf - ? 4' MIDDLE X824 -%' 1A w/ PERFORATED SUPPLY PLENUM For tech:n:col questions, Call CAPTIVE -AIRE reg322cop t iv eair.con PHONE: (800) 988-0881 FAX- (301) 986 -1795 P.R.O. with Make Up Air - HOOD / OVEN PLAN VIEW Type 11 Heat Removal Hood - No Fire System Required NOTE HOOD EXHAUST FAN d CURB ARE SUPPLIED SY ADAVATTC AND L.VSTRLLED By CONTRACTOR DUCTWORK IS SUFPirEDAND INSTALLED BY CONTRACTOR 5706' { 32 :/:6 T s onhasso sow = = - i w - T 7 -� 1 7 4 44 j .- 44 pus VIEW - 7'4• MODEL 3624 -YHA Tr/ PERFORATED SUPPLY PLENUM P.R.O. with Make Up Air - HEATER INFORMATION AI-D250-610 D9`AfN DISCHARGE DIRECT FIRED HEATED 1- 74 71!5 !% 5 5/8 � 1-T11 1/2 1 j F i- a r � , 2. 1.7 1 T.7.WC7 c:Zc3 "MILE 27 3/8 1 u HA. rte. L£X CC% T • s_ .A FCR F=LD w�D L _ I C.R3 a .TER Y {L :3 7 /:S - :O•S ARE NC :No.. AN.; :Hof J•!E�x : :s:+•7CE :Lc s :.n • :s 1 X :2 1 i• R??f YN7NG ST9 %-E% C.513 :ti'£\S�► SERvICE ::SCEANECr SviTcrt 7 � - :.wT;,� L- 3i :31:4 : =aE C':7► i •400 NO A IS NI TX PAPAW IM A64AuA. comma Iea1 6 O•RLW Pr •pA:IAL CD IMP HANGING ANGLE DETAIL JOB Standard Porter* Rack sith NUA LOCATION DATE 12 - - 97 DWG 1 PRO_ITUA REV. O9/1B/06 10B 1 DRAWN BY iPP SCALE NEU* TO SCALE %E 3332 3600 1 6725' 36 4- ;‚'a SLO EZ raTER 6' DIA DUCTVODC 111 OTTERS tt GAUGE 704 STAa&ESS STEEL Slope Ductwork To.rd• omen vt per root NOTE H000 EXHAUST FAN d CURS ARESUPPL:EDLW ADAUNA TIC A40 INSTAL LED 8VCONTRACTOR CuCR%ORRCIS SUPPLIED AND W S IAt t fD BY CONTRACTOR `TEL ;• text 3607 3607 2L:N 1-::- E7- : .,f 3 ss 5/:S PT --1 100a %•APORFROOF INCANDESCENT L1 H 1 4' 1 1 1275 24' FuL PPEE GUTTER CONDENSATE BAFFLE SEC110)y VIEW- 7 . 4 - MO DEL 3624 - V HA For techin=Cal q...eSt;Cns, Cct reg322ca p t: vec:r.con P1i XE: (800) 988 -0881 FAX (301) 986 -1795 C•:PTIvE -AIRE 1 A All - sls - -- - s et• IN - E 1'a = JOB Standard Panera QACk sith LOCATION Continental uS 1 DATE l2 -4 -97 1 DWG ; PRC) PI,:. 1 NEE C9 /14106 JOB # DRAWN BY i#P 1 SCALE ! r TO SC;i.( MAKE UP AIR WITH SLOPED FILTER INTAKE nice 5.E SZE p:aa 31. i ,.:N 33G MECHANICAL CONTRACTOR iS RESPONSIBLE FOR STARTING UP THE MAKE -UP AIR UNIT PER THE INSTRUCTIONS IN THE OWNERS MANUAL 1 -'v- is :, 55145--795 A as marrow - = %OAP =_ LOCATION DATE ?sS' sow s.sPLY AR V MSC Went * MOL Y T6•1_1 op Cerra e35X MEN STAINLESS STEEL PERFORATED PAWL XN DRAWN BY %Pc SCALE NC S =. P.R.O. with Make Up Air- HOOD / OVEN PLAN VIEW Type 11 Heat Removal Hood - No Fire System Required Save As A4 RH1,01 CMI4 vZ ref F t! TM10R DUCT For techInical questions, Call CAPTIVE -AIRE reg32Fcap t ivea ir.co n PRONE: (800) 988 -0881 FAX: (301) 986 -1795 P.R.O. with Make Up Air- HEATER INFORMATION FAN INFORMATION HEATED MAKE-UP AIR U1► CUTUP .LSSE IPJ1S 92' ws i 1 1 Et &LEI 384 STAINLESS STEEL 6• DIA DUCT w OTHERS SERMON PIPE - DO NOT DISTILL MAU MUM ADAMATIC OVEN SECTION V1EW- 14 MODEL 3824 -YHA SEE 2:706 • .1 OOC • .?:= : ::ea CAPT. -:x . e : . - c:r C . 9139- :.£Sr. FLY 986 - :795 4-4 \-DRIP TRAY 3600 1 tt STANISS STEM lhaidiP i VI _ == A APRT Alt VO K 2•` 1 �1 . - 16 tr op Ceivg 23 WEN STAINLESS STEEL PERFORATED PANEL sow VAFORPROOF 24' INCANDESCENT LIGHT UAL PERIIEiER GUTTER REIOvApLE CONDENSATE DAME JOB LOCATION DATE 12 - - 97 DiC 1 PRO_IRJA REV. 09110/06 Elm NOTE: HOOD. EXHAUST FAN & CURB ARE SUPPLIED BY ADAMATIC AND INSTALLED BY CONTRACTOR DUCTWORK IS SUPPLIED AND INSTALLED BY CONTRACTOR CAPTIVE AIRE HOOD NOTE HOOD EXHAUST FANO CURB ARE SUPPLIED BY ADAMAfC AND INSTALLED BYCONTRACTOR DUCTNbRK15 SUPPLIED AND INSTALLED LW CONTRACTOR NOTE: EXHAUST FAN IS SIZED FOR A MAXIMUM OF (3) 90 DEGREE RADIOUS ELBOWS AND 25 FT OF STRAIGHT DUCTWORK. PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS. Standard Panera Rack sith I'J.IA JOB 1 DRAWN BY ifPP SCALE NOT TO SCALE P.R.O. with Make Up Air - EXHAUST FAN INFORMATION AN INFORMATION NOTE: VARIABLE SPEED CONTROL IS INSTALLED INSIDE FAN ExTERNAL DISCO CT SvUT04 AIR INLET OPENING NOTE: EXHAUST FAN IS SIZED FOR A MAXIMUM OF (3) 90 DEGREE RADIOUS ELBOWS AND 25 FT OF STRAIGHT DUCTWORK. PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS. FEATURES - Roar IQAITEi FANS - RESTAURAMT MODEL - k 762 OR 70S - A1CA A91 AIO SOURS - vEADCRPDXF BSCQHECT - TIERHAL OVERLOAD PROTEC1I134 - 09UECT DR1vE - SPEEB CONTROL NOUN TED AT rectory MIT 1 - GREASE EXHAUST ELASWIUA1ICIN 1ESII UMW TFI•FRATIiE rrSI EXHAUST IAN *JST OPERATE ct9Raalousay vita E10W1SIP.G AiR AT 400• QOM, UNTIL ALL FAY PARTY HAVE REAPED THERMAL EOULLW111L uO VTTNWT ANY OETER07t4TKr EFFECTS TO Tie FAN VMIOI N.131.0 CADRE own OPERATION /AWAIT*: f1 MC-18 TEST E/01/41ST IAN mar OPERATE CO(lNN QISLT VILE E104MISTPG OIR!•DG GREASE VAPORS AT 6112F carts MQ A PERIOD OF 15 •DXSTES TIOM TIE 1Aa TIEtpCNG OPAGE8 TO ANT EXTENT THAT WILD CAUSE AN IMAM EW311874 - OPTIMA- GREASES QP AVARAME - DP1DDIFi ?..I ATED W13 DUCTV00C DEivIER EXHAUST RISER ON 1E03 /A3 FAV qy meow cchmslICAL %P -LAST EXHAUST FAA/ D»EAiiD1% DATA DFA SERIES UPI:M AST EXHAUST FAN L!RECT OWE vmRIABLE SPEED mum LOCATED UNDER TOP R --1 •- G R• 1 R 2G j fialip I I WORM/ PIAKO COOS ARE AvA4A3EE �t FOR ►rroEa ROOM SPECIFY P110. EXAIPLO 4/12 P1Tp1 ORD p Ct4lOGAL DATA ROTE FLOOD. EXHAUST FAN1L CUf18ARE SUPPUEDBY AD /WATIC AM: INSTALLEDBYCONTRACTOR DUCTWORK SS SUPPUED AND INSTALLED BY CONTRACTOR 108 Standard Panora Rack sith MIS LOCATION DATE 12 -4 -97 DWG IT PRO_PaA REV 09119/06 FLASHONS REEF DOG DBEASEXI 10-27 x 43-2) JOB 1 DRAWN BY i P SCALE Nor To SALE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR STARTING UP THE MAKE-UP AIR UNiT PER THE INSTRUCTIONS iN THE OWNERS MANUAL MB S:.. -r�s . •era ?_c4 'ft, ♦il s miliRrw - -- - 1 LCCATiGB 1 8. TM 111/1FIB. II . = _ ■_ I DATE :t 4-9' X9 ! } I ow # ' R.f D4ax BY ye* . 1 JFE1! :9/:4/:6 1 SAGE %G. S.:A.e P R. O. 1. DRILL A V4• TOLE IN Tie 12• DIA (*MUST IRICT. THE HOLE SHALL BE LOCATED 3' TO 12' ABOvE 1HE MOD. CONSULT vv / Make Up Air t cT TIE HOTS L AND TUB TO THE AIR NE TER _ ' ` ' E iials TA PRESSURE : HAKE TUBE e AIR METER IS vERTiCAL. THEN READ THE STATIC PRESSURE ON THE GAUGE Lr THE STATIC PRESSURE 1S HIRE THAN 009', MEASUREMENT THEN PLACE TOUR FINGER OvER THE TOP Cr THE SECOND HOLE ELY THE O t 31 A 5 UI IX TI AT C ATTACHED OINK ' RACK MIN MOD STATIC PRESSURE VS r1 / v-, CFN• TO DETERMINE iI( CURRENT (xft 6. r TIE CURRENT CFM IS MIT WITHIN 5X OF TIE DESIGN CCM, THEN GO UP ON THE ROOF TO DC EXHAUST FAN, HON EFT THE FAN AND ROOVE THE COVER THERE VII. BE A KPIII TO PACK/4E OR DECREASE TIC CFIt TURN TIE FAY BACK at r ibi STATIC PRESSURE IS BELOV Ti( tES1GI1. THEN TURN THE IOOB IO INCREASE TIE CM W TIE STATIC PRESSURE IS ABOVE THE CESTO4 THEN TURN THE 10116 TO DECREASE THE CPR 7. REPEAT STEPS 4 -6 HINT. 4 POSSIBLE 132E PERON SIOLII OE ON TIE ROY ADJUSTING HIE FAN WHILE ANQfDER PERSON MEASURES THE STATIC p B REI rN THE FAQ/ A.ND PATCH THE 1/4 TOLE CAPTM - AWE 4•Ot Dad Ady NA maw sucivuNN METAL 1b >r Ir Ktal `•1r9At I 0."t[ smut awn nee +QE If SIAM PassFAc .T AWE OW Wit 1461 Ale WW1 H MO 660 41:0 0601 os) rOESGV STATIC PF O@ 41.91 - - - JOB Standard Peres UF_C'< ■ti, N & LOCATION DOTE 12 - 4 - 47 DOC t - -- PAO_I{AA lag DRAWIi BT Loa SCALE FOT TO REX 09/14/76 SCALE FOT TO SCALE P.R.O. with Make Up Air - FAN DUCT WORK CONNECTION HLXXMI( 11415 DISTANCE (5'0' IREC0141ENDED) SNDOTH RADIQIS ELDITJ For techinical questions. Coll CAPTIVE -AIRE reg32 ecap t iveair.co n PHONE: (800) 988 -0881 FAX (301) 986 -1795 CXIWIST FIN CURB 12' 31A DUCT 7ZG4UGE 30r SUairn6s SwF NOTE: EXHAUST FAN IS SIZED FOR A MAXIMUM OF (3) 90 DEGREE RADIOUS ELBOWSAND 25 FT OF STRAIGHT DUCTWORK PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS As shwa ss L II 12' DIA 10ELE (CENTERED IN EuR1 CAP) CiRD CAP BY OTHERS CURB CAP NI VENTED CIAO 20 GAUGE ALUMINIZED STEEL CONSTRUCTION 3' CONTINUOUS FLASHING ROOF OPENING DIMENSIONS (F -2) X 0-21 NOTE: HOOD. EXHAUST FAN IL CURB ARE SUPPLIED BY ADAMATIC AND INSTALLED BY CONTRACTOR. DUCTWORK iS SUPPLIED AND INSTALLED BY CONTRACTOR. 108 Standard Panera RACk with IJA LOCATION DATE 12 - - 97 DWG 1 PRO_MUA REY 09/14/06 JOB # DRAWN BY N'P SCALE MIT TO SCALE PRO_ with Make Up Air I for ter.".-Sae .?+es:.tp3- C.•?-:.(- +CK 1 - ey32e B8E- ird'! x�E d: • r AIM Qv.) 966 9r 1 S.PPLY FJ.Y INPUT PevEQ 123 VAC ISEA ER HS. 1 O .c 01 ON00 O Ii O c Ors I 1 1 RECOMMENDED ELECTRICAL CONNECTION ELECTRICAL COMPONENTS BY OTHERS l• t F-r riog." C N.p... ✓a: From C C='4" VIre✓ - 51r120 1 Ire S ar•Irs •Anrw %re -T * 41.111 LAMPS • ��_ III z 2 purr t _7 m :4/0s a SCALE r.3 w.A- - t201 - - CT r 1=: ;: Iti� i • • • • • BAKERY CAFE: #1215 SYSTEM. G2 (WARM) PROTOTYPE UPDATE ISSUE DATE: 2 -16-07 PROD CT M JLKIER. 506 A°.ASSEIN PROJECT *27G20 DESTINED SY. C6. SH. Q Ci -ECKED BY AVA 1 SHEET NO: M-4.1 OF 6 ADO DECK OVEN - HOOD PLAN & SECTION VIEW 1100D INFORMATION NO F .-. 0 1 H09Et LENGiff Npx EXHAUST 9LCM.M SUPPLY PLENA CO►ISTRUC Vl,tr (noosed C P IGL AT I vented CD TE ioiA! [l(N Mt R R T TAL . R1SERt) END TO END RCN, WIDTH IE0 C I 0 4 P. V1DTN LENGTH CFM SP. C� 6 .� WO g HOOD INFORMATION FILTERts) LIGHTSS UTILITY CAINE OD FIRE HIM WEIGHT LDS CITY TYPE f OCATKJI FRE ` - SYSTEM ELECTRICAL �VJTCIES AtSiLT4 PIPING TYPE an HEIGHT LENGTH SIX *MEL • 9UANT=T LOCAl10N I R1vs Softie ./ Hance** 0 3 16' 20' FAN INFORMATION FAY UIC11 IGOEL • EXHAUST FAY SUPPLY FAY MODEL TAG DR SP. RPM UP. • VOLT FLA BLAMER HOUSING TAG Mt SP. RPM MP. • VOLT FLA 1 DMSarA DU60►HFA 600 -1000' 1495 0 500 i 115 6 3 CURB ASSE11B _ >, A9 1 W ■ 1 HEN Curb SIZE 'v x 19500 19500! x 20X0 H Vented HANGING ANGLE DETAIL me 1/2' DLA THREAD READ ROD STEEL wWGING aYGLE COVIECTED TO ROOF JOIST THROUGH ANOTHER HANGING A.YGLE ROD AND MPTS NAYG.'PG .440 i l li DUTY Nu/ 17,E ABOVE AYD iiiiiiiiii V2' DIA HEA ONE BELOW HANGING G A%tr 10 DE 31PPLIED SY INSTALLING CONTRACTOR ANGLE IS PRE -PUN €D AT FACTORY JOB Panes ADO Aleck Oven A = -- - LOCATION mammon. aft _ _ DATE JOB ( 0 _ �.� a -- .. vair - -- -- DWG ADO DRAWN BY PPP SCALE 8.5' x 11' pov era_ # panes REV. 1.0 1t0 POI SIZE • 1 Ow. 00.110'0 = 13S1.: MOWN vented t DUTAWA SERIES UPBLAST EXHAUST FANS fUL 7621 V 11L/NFA DIRECT DRIVE CENTRIFUGAL UP- >IAAST EIOWNST TANS 1100410ML DATA FAN 1000. FOR QLESi10MS_ CALL CAPHIVE -AtRE 7015-A OLD iOWN ROD atm. c3L 9B6-ti 1 903-001 FAIL (301) 906-1795 DISHWASHER HOOD Ff WM-S. - ROOF IGICTED r»K - RESTMRANI 1ODEL - VARIARE SPEED CONTROL - INTERNAL V1R016 - VEATIOAPAODr DiSCOIECT - MEWL WERLOI PROTECTION (STOLE PHASED - 1401 NEAT OPER/MDI 3007 a4r0 - GREASE CLASUITffATiON TESTDF. T rIW MIST A1E COIDIIQRLY vldLt EIOWISIDNG alR M 3001 U4YO UNTIL ALL FAX PAR7s HAVE REAPED MOW E000LIONIU11. N VITNOUT ANY DCiE100RAT11tr EFFECTS 10 TIE FAX VI001 WAS CAUSE UNSAFE CrtRA1104 LIOIM*1 AN MIST OPERATE COAMoISLY NIL[ E10W151116 MINING GREASE VAPORS AT 60D1 OK'D FOR A PERM1 or IS 101ITES VI11OU1 TIC FAN TEEMING /ARAM TO MT EXTtNT THAI MAD CAUSE AM 11609E 0O0111D1 OPTIONS N ES TM 1110ED OR INSULATED CM OUCTIRRIC BETWEEN [MWISi ENRISER HIM AND rN0 (01 MICRO Ni V 1 C F R RD V[IOA to DIAOL/1FA 26 3/4 28 7/0 1 in 21 2S. 1/2 13 1/4 17 1/2 SS mamma /tom = _ == ar PITOC1 CARDS ARE AVAiLADLE TOR PITCHED ROOFS. CURD 1OCNSET AL DATA FAN MODEL 1 E 11100t/IF* to 1/2 20 SPECifY PMN EXAMPLE. 7/12 P1T01 • 30' SLOPE 6••■••11 Eva H•it•K NOTE 1000. E1NAzAr FAY& CURB ARE S AGAtiiMTC /Hc,a OMM . '5 supcvt o me ays mae o s v co mu c Ton JOB PNERA STANDARD - DISHWASHER HOOD LOCATION DATE 08/09/2002 ,pR / DWG # DISHWASHER DRAIN BY IWP RS 05/02/05 SCAM 8S' x 11' DISHWASHER HOOD NOTE: HOOD, EXHAUST FAN & CURB ARE SUPPLIED BY ADAMATIC AND INSTALLED BY CONTRACTOR. DUCTWORK IS SUPPLIED AND INSTALLED BY CONTRACTOR. 4./ / / / / / / / / / / / / / / / / / / / / / / /1 / / /// Mood 01 r 1009101%/4' 0.101111 PLAN VIEW - 4 O&DO' LONG 3624VH1 -(1 r i m AL ra ICSN rum FIRMETER • �EIOWIti RISER / 1 / ■-SAATN EOUIFICNT 1Y MEM 78 1 awn= VIER - MODEL 31124 -10( E jGIS. CALL 781) -A OA GEORGETOWN ROAD PHOCe COMA awe 900-01111 FAIL. GOD 9069795 AP% AM 11=10E11M NM it II JOD PAHERA STANDARD - DISHWASHER HOD LOCATION DATE 00/09/2002 110D # DAM 00/09/2002 108 DONG / DiSHVASIER ' DRAiN BY APP REV. 05/02/05 11' HOOD IIIIFORWITLON 1009 1 HOO NOBEL 9624 V10-6 LOAM LIPORMATlOat TYPE FAN INFORMATION NAIL itEs r 300 r wow s• 1 00110S1 PIOUS f13! QESi1�6. CARL CMTNE -A7f 786-* CIA GCMGET0.11 ROD P1OHE. WNW 900!091 FM 116-17n NO 1-0.4Y LOOM) TYPE DISHWASHER HOOD • SUPPLY PLDBM FAN iJ 47 10 1 TAN 1.1i KRIEL • 11QOtFA EDD•MIAT ray Imam as I ate I{M j SN I W$U j SlSlI j I OS 60 SIV LT r ROWER' H6 ! TA5 C f _P WOI I ION X711 CTAI 304 SS NCI 0111 -� : COFIBIRATDDI as101 fief S-: T -c-: f A ;S 1 C,. APE Ate A:ifii !•c,% =$:-x 0e wCa 1 LGCLI OA 10 RATS 11411119/2002 JOB DiIV 1 MDNASICR DicA>� 17 DPP FiK 05/12/15 SCALE 851 x III' JOB PNERA STANDARD - DISHWASHER HOD> ADO DECK OVEN - HOOD PLAN & SECTION ViEW 611 Hood *1 Or!%; 300003 -6' 4C3•14.6" 4 PLAN VIEW - 6' 4.00' LONG 6820CAP -F = • JOB Panes ADO Deck Oven LOCATION DATE 05/20/05 DWG J` panera_ADO REV 10 JOB j 0 DRATYN BY PPP I SCALE 8 5' x 11' ADO DECK OVEN - HOOD PLAN & SECTION VIEW OUL.tr -A SEIZES UPBLAST E)OI4USr FANS (UE762) 460000 r. -R ERAN Dr. ter 1 1 - I c -1 I :■L/JA :s_% :P -3+5- EX -r•-S: isl5 1=1 m FEATURES - RDA /43NTED r&%S - RESTARR +YS. NOEL - 1L762 - VARIAkE SPEED MATRIX - INTERVT. vEtNG - vfATHEgPRQECIF DISCO►'EcT - THEO'.'L Er/ OLD%) PROTECTKIN CSLrGLE PHASE) - *404 HEAT WERA1I04 30C. C149'.) - GREASE CLASWICATO t TESiING A[Sbt.t TEIPERATIRE Int Ex-mai FAN MIST MUTE CENT:.NEMSLY ve.E E)Cs.USTI"G A:R AT 301G'r ass:.) t?4TD. 04.1. FAN PARTS iiwt RE OCO T .( 'vL ECIUMI : PL AA: v11143.11 ANT D :TERICAATLIG EFFECTS va THE FAN t.+{O. %MUL3 C:tYE CASAFE EPEQAT334 ASNORPAL FLARE-tP TEST EXHAUST FAN I $! EPEQATE EQfTIN.O.SLY «. E EICHALA1LVG 3Rr'YG GREASE VAPORS At 6Z1 C26•O rat A FER:;a3 CF 15 M:WTES V ;TH -°uT THE FAA► REED.A Dim= TO SAM UTit%T THti.T coma ca a LNST1E CEA2IT OPTIONS GREASE SOg a fax PITO.C3 E1R3 i%.LATf3 asta -3K 3E:VEEN Et -AuST ROER 0► H.CM Fn" ":".XL : v 3 t,Ejri.T :A.SH1/ 26 3/ 28 T/• : :re 2: 21 1/2 13 us T: J2 Sy # ■MIONIM -= :•��- a 111a -r Ri e.///////// / / / / / / / / / / / / / / / / / / / / / / FILTER G IEIOViPST RISER / .1 FLOE: BAFFLE AM ROC DvE• IT AlAATIt X3 P;:t7'E3 0.R3S +.ZE A:Ax Mt Pir.ZE3 QOEFS 3G' SPEC cT P:70+ ExsrPL2 T/'2 PVC, 3C S.OE 17A? :"Et .7sC :t FAA 1 470_ 365,11./4 'a IS I/2 22 I DATE DNG i P.EY IC 2 Pa-era =:r. :eci _'.ems 200000 •C ClaiLISt vC•YS X8 ! DRAIN BY K1 1 SCALE 8 x .. 10' ice .' 1 :7. 7 ?'- .....r r •. ,.. -= • • • • • • BAKERY CAFE: #1215 SYSTEM. G2 W0. PROTOTYPE UPDATE i Imam 8/10/07 ISSUE DATE: 2-16-07 PROJECT NUMBER. A06 -506 ASOSSEIN PROJECT A'21020 CES:GNED BY L';S 9 CF ECKED BY ANA 1 SHEET NO: M-4.2 IfVAC Deals OF 6 7 4t HVAC SPECIFICATIONS NQ]: MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED INDICATE THE MINIMUM QUAUTY OF PRODUCT REQUIRED. SUB- STITUTION MAY BE MADE 10 THOSE SPECIFIED IF DEEMED EQUIVALENT BY THE OWNER'S REPRESENTATIVE. ALL WORK AND PRODUCTS SHALL MEET THE REQUIREMENTS OF THE OWNER AND GOVERNING CODES. 1. ALL WORK SHALL BE PERFORMED N CONFORMANCE WITH AU. APPLICABLE CODES AND THE OWNER'S MINIMUM REQUIREMENTS AS STATED HEREIN OR OTHERWISE INDICATED BY THE OWNER. 2. SEE ARCHITECTURAL GENERAL AND SPEOAL CONDITIONS. ALL CONDITION REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. 3. ALL WORK SHALL BE PERFORMED AS INDICATED ON DRAANGS UNLESS FIELD CONDITIONS REQUIRE MINOR CHANGES BE MADE. MINOR CHANGES SHALL BE MADE WA1H NO ADDITIONAL. COST. 4. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF DIE WORK BY THE OWNER. 5. CONTRACTOR SHALL PREPARE AND SUBMIT AS -BUILT DRAWINGS TO THE OWNER IF REQUESTED. AS -BUILT ORAWNGS SHALL INDICATE THE ACTUAL MANUFACTURER OF THE EQUIPMENT THAT WAS INSTALLED. THE EXACT LOCATION OF THE EQUIPMENT AND PERTINENT CAPAOTIES FOR HEATING. COOUNG, ETC. 6. EQUIPMENT, FIXTURES, AND ACCESSORIES SHAU. NOT BE SUP- PORTED FROM CEILING. SOFFIT. NEUTRAL PIERS, PIPING. DUCT- WORK, METAL ROOF DECK. LATERAL BRACING. BRIDGING OR CONDUIT. ITEMS SHALL ONLY BE SUPPORTED FROM STRUCTURE WINCH HAS BEEN APPROVED BY THE ARCHITECT FOR SUPPORT. 7. ALL ROOF WORK PENETRATIONS AND REPAIRS SHALL BE TOTALLY PERFORMED BY ONLY THOSE ROOFING CONTRACTORS APPROVED BY THE OWNER/LANDLORD. 8. INSTALLATION OF ROOF MOUNTED EQUIPMENT SHALL BE COOR- DINATED WITH THE GENERAL CONTRACTOR AND OTHER TRADES. 9. DEFICIENCIES AND NON - CONFORMING ITEMS SHALL BE CORRECTED BY THE CONTRACTOR. FAILURE TO CORRECT SUCH ITEMS SHALL PERMIT THE LANDLORD TO CORRECT SAME AT A COST TO THE CONTRACTOR. 10. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR SECURING ALL PERMITS AND PAYING FOR SAME. HE SHALL INCLUDE N HIS 80 CHARGES FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT UNITED TO LOCAL, COUNTY, OR STATE SERVICE CHARGES AND PERMIT FEES, AND UTILITY AND /OR EQUIVENT CHARGES. 11. TIE SCOPE OF WORK OF THIS CONTRACT INCLUDES. BUT SHALL NOT BE LIMITED 70: 13. MOMENT 14. EXECUTION PROVIDE AND INSTALL ALL EQUIPMENT. APPUANCES. CON- TROL DEVICES, ACCESSORIES, MATERIAL AND LABOR. PROVIDE AND INSTALL ALL OUCIWORK. INSULATION. AIR DEVICES„ DUCT ACCESSORIES. MATERIAL AND LABOR. PROVIDE AND INSTALL ALL PIPING. FITTINGS. VALVES. IN- SULATION. ACCESSORIES. MATERIAL AND LABOR. PROVIDE AND INSTALL EXHAUST SYSTEMS) INDICATED. PROVIDE AND INSTALL ALL ROOF WORK. INCLUDING EQUIP- MENT SUPPORTS, ROOF PENETRATIONS. PATCHING AND WATERPROOFING OF ROOF. PROVIDE ALL EQUIPMENT SUPPORTS AND HANGERS INCLUD- ING MY AUOOUARY STEEL REQUIRED. ANY STRUCTURAL TACD- IFLCATION TO TIDE BUILDING STRUCTURE SHALL BE MADE ONLY WITH ME WRITTEN APPROVAL OF THE LANDLORD. CLEAN. TEST AND PUT INTO SERVICE ALL SYSTEMS SPECIFIED. PROVIDE A BALANCE REPORT PREPARED BY AN INDEPENDENT AABC OR NEBB CERTIFIED AIR BALANCE CONTRACTOR. WARRANTY ALL WORK AND MATERIALS HEREIN SPECIFIED FOR A PERIOD OF NOT LESS THAN ONE YEAR 12. MATERIALS 12.1 ALL MATERIALS SHALL BE NEW AND OF RECOGNIZED COM- MERCIAL QUAUTY. USED MATERIALS WALL NOT BE PERMITTED. 12.2 DUCTWORK SHALL BE GALVANIZED SHEET METAL. FABRICATED AND IN- STALLED N STRICT ACCORDANCE %NTH THE LATEST EDITION OF SMACNA - 'HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE'. DUCTWORK 18' WIDTH AND LARGER SHALL BE CROSS- BROKEN OR RIBBED AND STIFFENED SO THAT IT WALL NOT 'BREATHE; RATTLE. VIBRATE OR SAG. FIBERGLASS DUCTWORK WILL ONLY BE PERMITTED YAM THE APPROVAL OF TILE OWNER. ARCHITECT. AND ENGINEER 12.3 FLEIOHIE DUCTWORK: SHALL HAVE AN IMPERVIOUS INNER CORE 11TH WARE REIN- FORCEMENT. THE INNER DUCT SHALL BE COVERED 11TH 1.5 THICK FIBERGLASS DUCT INSULATION WITH A POLY - ETHYLENE VAPOR -PROOF JACKET FLEXIBLE DUCT SHALL BE UL -181 USED. CLASS 1. AND SHALL MEET ALL APPLICABLE CODES AND THE REQUIREMENTS OF THE LANDLORD. FITTINGS TO CONNECT THE FLEX DUCT TO THE TRUNK DUCT SHIN. BE OF THE 45 LEAD -N TYPE PER THE LATEST OF SMACNA STANDARDS AND SMALL HAVE AN OPPOSED BLADE VOLwE DAMPER. SQUARE- TO -RpAND TRANSITION AND SHALL HAVE THE SAME FREE AREA AS THE SPECIFIED FLEX DUCT. FLEX DUCT SHALL BE THE PRODUCT OF AN ESTABLISHED MANUFACTURER OF SUCH PRODUCTS ADD EQUIVALENT TO CERTANTEED MODEL G-25, VARIUOLD WIGC. CR PPG GOssa 12.4 DUCT INSULATION ALL SUPPLY AND RETURN AIR DUCIINORK (EXCEPT FLEXIBLE DUCTS) SHALL BE NSUAATLD EQERHMLLY I1&ESS SPEOFICALLY NOTED OTHHERWSE ON DC CRAVINGS. EXTER- NAL DUCT INSULATION (DUCT TRAP) SHALL BE 1.5' DICK FIBERGLASS DUCT WRRAAP w1H NNY! OR FSC FACING. DUCT WRAP SHALL. HAVE A K- FACTOR OF .28 AT 751 MEAN ADD A DENSITY CF .75 LB. /C.F. ALL DUCT NSULATRON SHALL BE UL LABELED FOR FARE AND SMOKE RATINGS DUCT INSULATION SHALL 8E EQUAL TO PRODUCTS MANUFAC- TURED 8Y CERTANTEED AND SHALL BE INSTALLED N STRICT ACCORDANCE INN THE LIAIUFACTIREWS RECCIN1IENDAnONS. NOTE ALL RESTAURANT OUCTWORK Stun. BE EXTERNALLY INSULATED - NO INTERNAL ItISULATION ALLOWED. 12.5 PIPING ADD FITTINGS CONDENSATE DRAIN PPLNG SHALL BE TYPE L COPPER VIM SOLDERED JOINTS AND VEIOUGHHT COPPER FTTTING% HVAC EMMERT SHALL BE AS SCHEDULED WI THE ORAWMGS ADO /OR SPEOFIED HHEREN. EQUIVALENT EOUPMEHINT AND/OR COMPONENTS THEREOF WAY BE SUBSTU UTED FOR SPECIFED EQUIPMENT ONLY AS APPROVED BY THE DINER AO /OR DE PROJECT 14.1 COAL ACCESSIB J1Y - ALL EQUIPMENT T SHALL OE INSTALLED N 9101 A TINIER THAT ALL COHPOHip115 REQUORNf' ACC- ESS ARE LOCATED AND IMSTAUED THAT THEY MAY BE SER- VICED. RESET. REPLACED. OR RECAUBRATED. ETC:. SY SER- WE PEOPLE WITH NORMAL SERVICE TOOLS AND EQUPIEDIT. MIORK BY OD#R TRADES - FOR THE WORK REQUIRED SY OTTER TRADES FOR CHANGE'S MADE I1r Da CONTRACTOR N TYPE OR 9ZE OF EQUIPMENT PURCHASED. ANY CUTTING, PATE FURRING, PAINING, DECIMAL OR PL AWING 1*ORK SHALL BE DONE BY THE MTECTH) 1RM ( AT 11 S CONTRACTOR'S EXPENSE 15. 16. WORK NOT INCLUDED - POWER YARING. INCLUDING FINAL CONNECTIONS. 15 BY THE ELECTRICAL CONTRACTOR. THE FURNISH THE STARTING EQUIPMENT TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION. CONTROL TARING. INCLUD- ING 11SV FROM POWER SOURCE. CONDUIT AND SWITCHES SHALL BE FURNISHED BY THE MECHNICAL CONTRACTOR. CONTROL DEVICES, THERMOSTATS, NTERLOOCS, ETC. SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR. WIRING DIAGRAMS AND INSTALLATION INSTRUCTIONS SHALL BE FURNISHED TO THE OTHER UPON PROJECT COMPLETION. EARLY START -UP - THIS CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL EQUIPMENT IS CONNECTED TITH ELECTRICAL POWER AS EARLY AS POSSIBLE SO THAT BALANCING AND TESTING CAN BEGIN AT THE EARUEST DATE AVAILABLE. CLEANING AND PAINTING - THOROUGHLY CLEAN ALL EQUIP- MENT AND REMOVE ALL TRASH. CARTONS. ETC.. FROM THE WORK AREA. MAKE ANY NECESSARY CORRECTIONS OR REPAIR/ REPLACE ANY DAMAGED MATERIALS OR EQUIPMENT. LEAVE THE ENTIRE LEASE SPACE IN A THOROUGHLY CLEAT AND ORDERLY MANNER. ANY FINISHED SURFACES THAT HAVE BEEN SCRATCHED OR DISCOLORED SHALL BE TOUCHED UP OR REPAINTED TO MATCH THE ORIGINAL COLOR. 1 ANY PART HAS BEEN BENT . BROKEN OR OTHERWISE DAMAGED, IT SHAU. BE REPLACED PRIOR TO PROJECT CLOSEOUT. ALL METAL ITEMS INSIDE THE BUILDING SUBJECT TO RUSTING. AND ALL FERROUS METAL EXPOSED TO THE WEATHER SHALL BE OVEN ONE COAT OF RUST PREVENTIVE PRIMER AS SOON AS INSTALLED. 14.2 EQUIPMENT INSTALLATION ALL EQUIPMENT AND RELATED PIPING. DUCTWORK. CONTROL WIRING AND ACCESSORIES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING UNES AID. IF INSTALLED %M IN THE BUILDING ENVELOPE SHALL 8E INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE MAXIMUM AMOUNT OF HEADROOM. EQUIPMENT THAT REQUIRES ROUTINE MAINTEN- ANCE SUCH AS FILTER REPLACEMENT SHALL BE INSTALLED AND ARRANGED TO BE ACHE. PROVIDE ACCESS PANEL(S) AS REQUIRED AND /OR AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. ALL EQUIPMENT SHALL BE INSTALLED 11TH THE REQUIRED CLEARANCES AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER OR AS REQUIRED BY GOVERNING CODES. VICHEVER IS GREATER 14.3 DUCTWORK LOW PRESSURE DUCTWORK AND FITTINGS SHALL BE MADE TIGHT FOR MIAMI AIR LEAKAGE. DUCT TAPE SHALL NOT BE USED TO SEAL JOINTS. 70 MAKE TRANSITIONS OR FOR ANY OTHER REASON ON THE OUTSIDE OF WRAPPED INSUAATION. INSTALL DUCTWORK AS HIGH AS POSSIBLE. PROVIDE TURNING VANES AT ALL CHANGES IN DIRECTION. PROVIDE VANED TEES AT BRANCH CONNECTIONS SERVING SERVING MORE THAN ONE DIFFUSER. PROVIDE VOLUME CONTROL DAMPERS AND BALANCING DE- VICES AS REQUIRED TO DISTRIBUTE THE AIR AND AS INDI- CATED ON THE DRAWINGS NOTE: DUCT DIMENSIONS INDICATED ON THE DRAYNGS ARE INSIDE CLEAR, OR 'FREE AREA DIMENSIONS CONTRACTOR SHAW. MAKE ALLOWANCE FOR INTERNAL DUCT UNER (THERE SPECIFIED) WHEN ORDERING PRE - FABRICATED DUCTWORK OR WHEN FABRICATING DUCTS IN THE FEUD. 14.4 FLEXIBLE DUCTWORK DUCTWORK SHALL BE LIMITED IN LENGTH TO THAT NECESS- ARY TO MAKE CONNECTIONS BETWEEN TRUNK OR BRANCH DUCTS AND AIR DEVICES FLEX DUCT LENGTH SHALL NOT EXCEED S-0". ALL FLEX DUCT SHALL BE FULLY STRETCHED OUT TO RE- DUCE AIR RESISTANCE CONNJECDONS TO FDTTNGS OR AIR DEVICES SHALL BE MADE WITH TWO (2) STAINLESS STEEL BANDS. THE INNER LINER SHALL BE CLAMPED TIGHT WADS THE FIRST BATA. THEN THE INSULATION AND VAPOR -PROOF JACKET PULLED TO BE TIGHT AGAINST THE DUCT FITTING OR AIR DEVICE AND SECURED TAM THE SECOND BAND. INSTALLATION SHALL BE AS RE- COMMENDED BY THE DUCT MANUFACTURER AND SMACNA. SUPPORT THE FLEXIBLE DUCT WTH ADEQUATE HANGERS TO RELIEVE STRAIN ON ANY FITTING. UNNECESSARY BENDS. SAGS. TWSTS, ETC.. WALL NOT BE ALLONEO. 14.5 DUCT INSULATION ALL DUCTWORK DESIGNATED TO RECEIVE DUCT LINER SHALL BE COMPLETELY COVERED WTH LINER TRAVERSE JOINTS SHALL BE NEATLY BUTTED AND THERE SHALL BE NO INTER- RUPTIONS OR GAPS. DUCT LINER SHALL BE CUT AS REQUIRED TO ENSURE OVER- LAPPED AND COMPRESSED LONGITUDINAL CORNER JOINTS FASTENERS SHALL START WAUN N S OF THE UPSTREAM TRAVERSE EDGES OF THE UNER AND 3' FROM. THE LONG- ITUDINAL JOINTS AND SHALL BE SPACED AT A ARAM MUM OF 12' a . AROUND THE PERIMETER OF THE DUCT. ELSE- /MERE THEY SHALL BE SPACED AT A LLUOLLUM OF 18' ac.. EXEMPT THAT THEY SHALL BE PLACED NOT MORE THAN 6 FROM A LONGITUDINAL JOINT OF THE UNER OR 12 FROM A CORNER BREAK. DUCT WRAP SHALL BE INSTALLED N A NEAT AND COMPE- TENT MANNER 1A1H ALL EDGES NEATLY COVERED OATH AN APPROVED LETALLIC DUCT TAPE TO VAPOR -PROOF THE ENTIRE DUCT. LAPS AND JOINTS SHALL BE SECURED /NT H INSULATION STAPLES AO THEN COVERED OATH APPROVED TAPE. 14.6 AR DEVICES INSTALL ALL GRILLES AND DIFFUSERS TO BE F11/9I OATH THE PENETRATED SURFACE AND LEVEL OR STRAIGHT 11111 1M1H SURROUNDING FEATURES. ALL CERNG MOUNTED AIR DEVICES SHALL BE LOCATED 11 THE CN:ILNG TLE INDICA- TED ON THE DRAWNGS. SUPPORT CEILING MOUNTED GRIL- LES AND IXF USERS AT THE PROPER HEIGHT TO HOLD IT SMUG AGAINST THE CEILING. INSTALL ROOF MOUNTED EQUIPMENT SUPPORT RAILS OR ROOF we AS REQUIRED FOR DE JOB CONDITIONS AND AS RECOM- MENDED BY THE MANUFACTURER FOR THE INSTALLATION OF ROOF WONTED EQUIP ENT. THE EXACT LOCATION OF ALL ROOF MOUNTED EQUIPMENT IS SUBJECT TO SITE COMM AND DE APPROVAL OF 1)C GENERAL CONTRACTOR COORDINATE THE ENURE INSTALLATION WITH THE GEERAL CONTRACTOR AND OTHER TRADES. CONTRACTOR SHALL PROYEIE A TEMPORARY PLYWOOD WORK PLATFORM THAT COMPLETELY EDELY SURROUNDS DC AREA HERE NEW ROOF MINTED EOUPLEHI1 AND/OR DUCTS ARE TO BE INSTALLED. THE DmW MO RK AREA Sufi. REMAIN ON DE ROOF DURING THE INURE PEJLOD OF NISTALIATIOHN AND SHALL 8E REMOVED FROM THE ROOF MD DC SITE BY TARS CONTRACTOR UPON COrPLET1O4 OF THE INSTALLATION. N.I. ROOF PENETRATIONS FOR POUTER AND CONTROL WRING CON- DUITS ADD GAS CONDENSATE. OR REFaGoANT PANG SHALL B E MAOE HUH WATERPROOF PPE SEEMS. NESS CONARAICTTOR SHALL ENGAGE TIC SERVICES OF AN AMC CR NEES COWED AR BALANIX CONTRACTOR TO ADJUST ARID COMPLETELY BALANCE THE INSTALLED SYSTELKS) TO TIDE DESIGN AR QUANTMIES CONTRACTOR 9IML MONDE THE OVER AND TFE AROIIECT A COPY OF THE CERTFED AIR BALANCE REPORT SHOWING 0C994 ADD MEASURED AR QUAIA*ES, STATIC PRESSURES, FAN 110TOR RPM Ate MOTOR CURRENT. DEVAIATXI4 SEWED' LESION ADD IEASHRED GUANINES SHALL NOT BE GREATER THAN TOE 17. ALL MATERIALS. EQUIPMENT AND NSTAU AUHOHc SHALL. BE GUARANTEED FOR A WORN PEELED OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY TIE OMER DEFECTS !HIGH* APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT DAS CONTRACTOR'S MOM . FOR THE SAME PEMODt. Da CONTRACTOR SHALL BE RESPON- SE FOR ANY DAMAGE CAUSED TO DE PREMISES BY OEFECTS N ICS 1101WO AN9HP OR WORK AND/OR EOUPMDIT INSTALLED BY OTHERS LRCM HIS CONTRACT IW4D3 ROOF PVC PIPE CEIUNG WI1 PLAN CLEARANCE FINISHED FLOOR DROP -PI BAIL DRAFT DAMPER 7 - CONCENTRIC VENT KIT "VC PIPE PVC PIPE SIZE PER MANUFACTURER'S RECOMMENDATIONS WATER HEATER C.ONCENTRIC " ' VENT KIT p., n T 1 POWER ROOF EXHAUST ) ri ""1 ■ r ii I I �� i i SAFETY DISC. SW 81RD SCREEN ALL AROUND INTERNAL WRING POST �- -DUCT FLANGE FLEXIBLE COWL ROOF MOUNTED EXHAUST FAN DETAIL NO SCALE CONCENTRIC WATER HEATER VENT KIT DETAIL NO SCALE ANGLE IRON FOR HOOD HANGING. TW -4 (SEE SHT. M4.2 FOR DETAIL) ROOFTOP UNIT SECTION NO SCALE CAPT1VEAMtE DEOC OVEN WOOL (SEE SiIT. M4.2 FOR DETAIL) FLEXIBLE DUCT. SEE PLANS FOR SIZE. MAX. LENGTH 5' -0'. NOTE: FLEXIBLE DUCT AND CONNECTORS SHALL BE U.L 181 LISTED LIMN RADIUS EQUAL TO ONE DUCT METER. 1'x22 CADGE BAND NOTE: DUCT INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT GREATER THAN 25 AND A SMOKE DEVELOPED RATING OF NOT GREATER THAN 50. ( 6 ) DIFFUSER INSTALLATION DETAIL NO SCALE [WHERE STANDARD HOOD IS ACCEPTABLE] DECK OVEN EXHAUST FAN MOUNTS ON ROOF (SEE ROOF EXH. FAN MNT. DETAIL ON SHT.M4.3) STAINLESS STEEL VAPOR/S EXHAUST DUCT UP TO ROOF ( 2 ) ROOF CURB DETAIL NO SCALE /12 SIRE COLING DIFFUSER SEE PLANS AND SCHEDULE. CONNECT FLEXIBLE DUCT TO COLLAR WITH 22 GAUGE CLAMP AND FOUR SHEET METAL SCREWS SEAL SITH DUCT TAPE PROVIDE DIFFUSER WITH MOLDED INSULATION BLANKET R0 WE AT NN z e 1') ROOF =NG OF ROOF TOP UNIT ROOFING COUNTER FLASHING FL UNDER METAL WOOD NAILER PRE -FAB ROOF CURB FURNISHED PATH UNIT 1 CANT STRIP - TAPER ,-BUILT -UP ROOFING r/1 YfALL CO C7 DECK OVEN VENTILATION DETAIL M4.3 No SCALE 2 3 SUPPLY PLENUM CEILING RASING GALV OR STANESS STEEL OMITS our A.F.F. (SEE ELECT. PLAIN) (3 ) ROOF CAP DETAIL 4 DUCT TAKEOFF DETAIL NO SCALE M4.3 NO SCALE KEYED NOTES (OVEN) ® WS]ER - 1/2' NPT /40-75 PSI requ HOT or COLD (hot water not to exceed 120 degrees F. 41' A.F.F.. behind control door. Line dropped from ceiling. G.0 to install in -line fifer, shutoff. Tine strainer, disconnect and water pressure regulator set for 40 PSI in may accessible area. - 1' NPT. 41' A.F.F. Front drain behind control door. Do not slopg_droin upwards. ® - 3/4' NPT. Firing rote - 400.000 BTU. Static Line pressure required 7' to 10' WCNG or 9' to 14 YAP. Line dropped from ceiling. 20' A.F.F. behind control door. Drip leg & union to be installed by G.C. FLOOR LEVEL. 0 ELECTRICAL` 208/220V 60Hz/3 20 Amps -motor circuit 115V /60Hz /1 20 Amps- control circuit. Lines dropped from ceiling. 78' A.F.F. behind control door. ® COMBUSTION FLUE - 8' diameter type B metalbestos. Oven supplied with droft inducer. barometric dumper & proving switch to be installed by G.C. ® DAMPER FLUE - 4' diameter ducted to exhaust hood. ® OVER PRESSURE EXHAUST - 6' diometer ducted to exhaust hood. ® CANEY - 12- diameter. Single wall up to exhaust fon on roof. ROOF DIVE 12' DIA. EXHAUST TDUC I DRP TRAY S I f CONDENSATE BAFFLE SET FLANGE N PLASTIC CEMENT SECURE TO ROOF AND CAULK WATERTIGHT All AROUND I+--- ROOF CAP BIRD SCREEN SEE ARCH. DWG. FOR ROOF CONSTRUCTION O SEE PLAN FOR DUCT SIZE ORECDONI OF FLOW 6 DNA. OVER PRESSURE EXHAUST DUCT. 1 /2'/FT. SLOPE TOWARD OVEN AWAY FROM HOOD. (MIN. 21 4' DIA. DAMPER FLUE I i 1/2" /FT. SLOPE TOWARD ri OVEN, AWAY FROM HOOD' STRAIGHT PIPE (110 INVERTER) H H NOTE: ALL DUCT MATERIAL FROM HOOD TO OVEN SHALL BE 22 Go. 304 STARLESS STEEL AND 22 Go. HVAC ( GALVANIZED) FROM WOOD TO ROOF CURB CONNECTION. SIDE GENERAL OVEN NOTES -G.C. shall furnish and instaE d saviors to and from overt. - Al services must comply Ali di federal state mid Wood codes. -Combustion Sue must be instated *clip air I only may be voided. Consult factory for dternate iristdo6on rmeVnods. -Top of ovea requkes o minimum of 24" for sertice accasibiR} - AI Sues Er441 be +noted to outside of buidng and wind proof caps ins#aled. -tleiljit ofd Sues most be epd and installed at • minims of 2' abate roof Owe. 1 0 O O CIEVAFLEX TYPE DSC DAMPER - SPN COLLAR. BRANCH DUCT, SEE PLANS FOR SIZE CONNECT FLEXIBLE DUCT TO COLLAR NTH 22 GAUGE CLAMP AND FOUR SHEET METAL SCREWS SEAL 1MTH DUCT TAPE lowly TAIL ALL DUCT MATERIAL FOR H000 TO OVEN SHALL BE 22 Go. 304 STAINLESS STEEL AND 22 GA. HVAC (GALVANIZED) DUCTWORK FROh1 HOOD TO ROOF CURB COME RejUCER I DAMP � OVEN BELLOW 70 0 OPEN PLAN ' \ 8' DIA COMBUSTION FLUE 1400 CFY ROOF 1 1 EDIAUST L.J n 11 coLING LINE I 1 ' 0 VT.) 4" DIA DAMPER FLUE - t-TOP OF OMEN MAIN DUCT AIR FLOW 4 ROOF LINE 96'x CAPT HOOD A Y FRONT DETAIL Cad OVEN NO SCALE OVEN HOOD. EXHAUST FAN & MAKE -UP AIR UNIT PURCHA D FROM "ADAMATIC" BY OWNER AND INSTALLED BY CONTRACTOR LNE OF SOFFIT ,C1- 1 ;: s • • • • • BAKERY CAFE: #1215 SYSTEM: G2 IIWARM) PROTOTYPE UPDATE 2006 o Z (14 Z WV rW H LU C4 LL < Iris 8/10/07 ISSUE DATE: 2 -16-07 I PROJECT NUMBER: A06.506 AEOSSE:N PROJECT *8020 OES'G,LED BY. C8. CHECKED BY AVA SHEET NO: M -4.3 HVAC Wa s OF 6 J CAP.-MBH PPE LENGTH ®3©go 3/4' PROPANE © .U• NATURAL © . ■ ■ 1 . PROPANE ■ x ■ • 1 1/4 7177 X HE ; Lia14,11 I • U x x NATURAL ■ u ■ x 4t HVAC SPECIFICATIONS NQ]: MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED INDICATE THE MINIMUM QUAUTY OF PRODUCT REQUIRED. SUB- STITUTION MAY BE MADE 10 THOSE SPECIFIED IF DEEMED EQUIVALENT BY THE OWNER'S REPRESENTATIVE. ALL WORK AND PRODUCTS SHALL MEET THE REQUIREMENTS OF THE OWNER AND GOVERNING CODES. 1. ALL WORK SHALL BE PERFORMED N CONFORMANCE WITH AU. APPLICABLE CODES AND THE OWNER'S MINIMUM REQUIREMENTS AS STATED HEREIN OR OTHERWISE INDICATED BY THE OWNER. 2. SEE ARCHITECTURAL GENERAL AND SPEOAL CONDITIONS. ALL CONDITION REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. 3. ALL WORK SHALL BE PERFORMED AS INDICATED ON DRAANGS UNLESS FIELD CONDITIONS REQUIRE MINOR CHANGES BE MADE. MINOR CHANGES SHALL BE MADE WA1H NO ADDITIONAL. COST. 4. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF DIE WORK BY THE OWNER. 5. CONTRACTOR SHALL PREPARE AND SUBMIT AS -BUILT DRAWINGS TO THE OWNER IF REQUESTED. AS -BUILT ORAWNGS SHALL INDICATE THE ACTUAL MANUFACTURER OF THE EQUIPMENT THAT WAS INSTALLED. THE EXACT LOCATION OF THE EQUIPMENT AND PERTINENT CAPAOTIES FOR HEATING. COOUNG, ETC. 6. EQUIPMENT, FIXTURES, AND ACCESSORIES SHAU. NOT BE SUP- PORTED FROM CEILING. SOFFIT. NEUTRAL PIERS, PIPING. DUCT- WORK, METAL ROOF DECK. LATERAL BRACING. BRIDGING OR CONDUIT. ITEMS SHALL ONLY BE SUPPORTED FROM STRUCTURE WINCH HAS BEEN APPROVED BY THE ARCHITECT FOR SUPPORT. 7. ALL ROOF WORK PENETRATIONS AND REPAIRS SHALL BE TOTALLY PERFORMED BY ONLY THOSE ROOFING CONTRACTORS APPROVED BY THE OWNER/LANDLORD. 8. INSTALLATION OF ROOF MOUNTED EQUIPMENT SHALL BE COOR- DINATED WITH THE GENERAL CONTRACTOR AND OTHER TRADES. 9. DEFICIENCIES AND NON - CONFORMING ITEMS SHALL BE CORRECTED BY THE CONTRACTOR. FAILURE TO CORRECT SUCH ITEMS SHALL PERMIT THE LANDLORD TO CORRECT SAME AT A COST TO THE CONTRACTOR. 10. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR SECURING ALL PERMITS AND PAYING FOR SAME. HE SHALL INCLUDE N HIS 80 CHARGES FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT UNITED TO LOCAL, COUNTY, OR STATE SERVICE CHARGES AND PERMIT FEES, AND UTILITY AND /OR EQUIVENT CHARGES. 11. TIE SCOPE OF WORK OF THIS CONTRACT INCLUDES. BUT SHALL NOT BE LIMITED 70: 13. MOMENT 14. EXECUTION PROVIDE AND INSTALL ALL EQUIPMENT. APPUANCES. CON- TROL DEVICES, ACCESSORIES, MATERIAL AND LABOR. PROVIDE AND INSTALL ALL OUCIWORK. INSULATION. AIR DEVICES„ DUCT ACCESSORIES. MATERIAL AND LABOR. PROVIDE AND INSTALL ALL PIPING. FITTINGS. VALVES. IN- SULATION. ACCESSORIES. MATERIAL AND LABOR. PROVIDE AND INSTALL EXHAUST SYSTEMS) INDICATED. PROVIDE AND INSTALL ALL ROOF WORK. INCLUDING EQUIP- MENT SUPPORTS, ROOF PENETRATIONS. PATCHING AND WATERPROOFING OF ROOF. PROVIDE ALL EQUIPMENT SUPPORTS AND HANGERS INCLUD- ING MY AUOOUARY STEEL REQUIRED. ANY STRUCTURAL TACD- IFLCATION TO TIDE BUILDING STRUCTURE SHALL BE MADE ONLY WITH ME WRITTEN APPROVAL OF THE LANDLORD. CLEAN. TEST AND PUT INTO SERVICE ALL SYSTEMS SPECIFIED. PROVIDE A BALANCE REPORT PREPARED BY AN INDEPENDENT AABC OR NEBB CERTIFIED AIR BALANCE CONTRACTOR. WARRANTY ALL WORK AND MATERIALS HEREIN SPECIFIED FOR A PERIOD OF NOT LESS THAN ONE YEAR 12. MATERIALS 12.1 ALL MATERIALS SHALL BE NEW AND OF RECOGNIZED COM- MERCIAL QUAUTY. USED MATERIALS WALL NOT BE PERMITTED. 12.2 DUCTWORK SHALL BE GALVANIZED SHEET METAL. FABRICATED AND IN- STALLED N STRICT ACCORDANCE %NTH THE LATEST EDITION OF SMACNA - 'HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE'. DUCTWORK 18' WIDTH AND LARGER SHALL BE CROSS- BROKEN OR RIBBED AND STIFFENED SO THAT IT WALL NOT 'BREATHE; RATTLE. VIBRATE OR SAG. FIBERGLASS DUCTWORK WILL ONLY BE PERMITTED YAM THE APPROVAL OF TILE OWNER. ARCHITECT. AND ENGINEER 12.3 FLEIOHIE DUCTWORK: SHALL HAVE AN IMPERVIOUS INNER CORE 11TH WARE REIN- FORCEMENT. THE INNER DUCT SHALL BE COVERED 11TH 1.5 THICK FIBERGLASS DUCT INSULATION WITH A POLY - ETHYLENE VAPOR -PROOF JACKET FLEXIBLE DUCT SHALL BE UL -181 USED. CLASS 1. AND SHALL MEET ALL APPLICABLE CODES AND THE REQUIREMENTS OF THE LANDLORD. FITTINGS TO CONNECT THE FLEX DUCT TO THE TRUNK DUCT SHIN. BE OF THE 45 LEAD -N TYPE PER THE LATEST OF SMACNA STANDARDS AND SMALL HAVE AN OPPOSED BLADE VOLwE DAMPER. SQUARE- TO -RpAND TRANSITION AND SHALL HAVE THE SAME FREE AREA AS THE SPECIFIED FLEX DUCT. FLEX DUCT SHALL BE THE PRODUCT OF AN ESTABLISHED MANUFACTURER OF SUCH PRODUCTS ADD EQUIVALENT TO CERTANTEED MODEL G-25, VARIUOLD WIGC. CR PPG GOssa 12.4 DUCT INSULATION ALL SUPPLY AND RETURN AIR DUCIINORK (EXCEPT FLEXIBLE DUCTS) SHALL BE NSUAATLD EQERHMLLY I1&ESS SPEOFICALLY NOTED OTHHERWSE ON DC CRAVINGS. EXTER- NAL DUCT INSULATION (DUCT TRAP) SHALL BE 1.5' DICK FIBERGLASS DUCT WRRAAP w1H NNY! OR FSC FACING. DUCT WRAP SHALL. HAVE A K- FACTOR OF .28 AT 751 MEAN ADD A DENSITY CF .75 LB. /C.F. ALL DUCT NSULATRON SHALL BE UL LABELED FOR FARE AND SMOKE RATINGS DUCT INSULATION SHALL 8E EQUAL TO PRODUCTS MANUFAC- TURED 8Y CERTANTEED AND SHALL BE INSTALLED N STRICT ACCORDANCE INN THE LIAIUFACTIREWS RECCIN1IENDAnONS. NOTE ALL RESTAURANT OUCTWORK Stun. BE EXTERNALLY INSULATED - NO INTERNAL ItISULATION ALLOWED. 12.5 PIPING ADD FITTINGS CONDENSATE DRAIN PPLNG SHALL BE TYPE L COPPER VIM SOLDERED JOINTS AND VEIOUGHHT COPPER FTTTING% HVAC EMMERT SHALL BE AS SCHEDULED WI THE ORAWMGS ADO /OR SPEOFIED HHEREN. EQUIVALENT EOUPMEHINT AND/OR COMPONENTS THEREOF WAY BE SUBSTU UTED FOR SPECIFED EQUIPMENT ONLY AS APPROVED BY THE DINER AO /OR DE PROJECT 14.1 COAL ACCESSIB J1Y - ALL EQUIPMENT T SHALL OE INSTALLED N 9101 A TINIER THAT ALL COHPOHip115 REQUORNf' ACC- ESS ARE LOCATED AND IMSTAUED THAT THEY MAY BE SER- VICED. RESET. REPLACED. OR RECAUBRATED. ETC:. SY SER- WE PEOPLE WITH NORMAL SERVICE TOOLS AND EQUPIEDIT. MIORK BY OD#R TRADES - FOR THE WORK REQUIRED SY OTTER TRADES FOR CHANGE'S MADE I1r Da CONTRACTOR N TYPE OR 9ZE OF EQUIPMENT PURCHASED. ANY CUTTING, PATE FURRING, PAINING, DECIMAL OR PL AWING 1*ORK SHALL BE DONE BY THE MTECTH) 1RM ( AT 11 S CONTRACTOR'S EXPENSE 15. 16. WORK NOT INCLUDED - POWER YARING. INCLUDING FINAL CONNECTIONS. 15 BY THE ELECTRICAL CONTRACTOR. THE FURNISH THE STARTING EQUIPMENT TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION. CONTROL TARING. INCLUD- ING 11SV FROM POWER SOURCE. CONDUIT AND SWITCHES SHALL BE FURNISHED BY THE MECHNICAL CONTRACTOR. CONTROL DEVICES, THERMOSTATS, NTERLOOCS, ETC. SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR. WIRING DIAGRAMS AND INSTALLATION INSTRUCTIONS SHALL BE FURNISHED TO THE OTHER UPON PROJECT COMPLETION. EARLY START -UP - THIS CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL EQUIPMENT IS CONNECTED TITH ELECTRICAL POWER AS EARLY AS POSSIBLE SO THAT BALANCING AND TESTING CAN BEGIN AT THE EARUEST DATE AVAILABLE. CLEANING AND PAINTING - THOROUGHLY CLEAN ALL EQUIP- MENT AND REMOVE ALL TRASH. CARTONS. ETC.. FROM THE WORK AREA. MAKE ANY NECESSARY CORRECTIONS OR REPAIR/ REPLACE ANY DAMAGED MATERIALS OR EQUIPMENT. LEAVE THE ENTIRE LEASE SPACE IN A THOROUGHLY CLEAT AND ORDERLY MANNER. ANY FINISHED SURFACES THAT HAVE BEEN SCRATCHED OR DISCOLORED SHALL BE TOUCHED UP OR REPAINTED TO MATCH THE ORIGINAL COLOR. 1 ANY PART HAS BEEN BENT . BROKEN OR OTHERWISE DAMAGED, IT SHAU. BE REPLACED PRIOR TO PROJECT CLOSEOUT. ALL METAL ITEMS INSIDE THE BUILDING SUBJECT TO RUSTING. AND ALL FERROUS METAL EXPOSED TO THE WEATHER SHALL BE OVEN ONE COAT OF RUST PREVENTIVE PRIMER AS SOON AS INSTALLED. 14.2 EQUIPMENT INSTALLATION ALL EQUIPMENT AND RELATED PIPING. DUCTWORK. CONTROL WIRING AND ACCESSORIES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING UNES AID. IF INSTALLED %M IN THE BUILDING ENVELOPE SHALL 8E INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE MAXIMUM AMOUNT OF HEADROOM. EQUIPMENT THAT REQUIRES ROUTINE MAINTEN- ANCE SUCH AS FILTER REPLACEMENT SHALL BE INSTALLED AND ARRANGED TO BE ACHE. PROVIDE ACCESS PANEL(S) AS REQUIRED AND /OR AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. ALL EQUIPMENT SHALL BE INSTALLED 11TH THE REQUIRED CLEARANCES AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER OR AS REQUIRED BY GOVERNING CODES. VICHEVER IS GREATER 14.3 DUCTWORK LOW PRESSURE DUCTWORK AND FITTINGS SHALL BE MADE TIGHT FOR MIAMI AIR LEAKAGE. DUCT TAPE SHALL NOT BE USED TO SEAL JOINTS. 70 MAKE TRANSITIONS OR FOR ANY OTHER REASON ON THE OUTSIDE OF WRAPPED INSUAATION. INSTALL DUCTWORK AS HIGH AS POSSIBLE. PROVIDE TURNING VANES AT ALL CHANGES IN DIRECTION. PROVIDE VANED TEES AT BRANCH CONNECTIONS SERVING SERVING MORE THAN ONE DIFFUSER. PROVIDE VOLUME CONTROL DAMPERS AND BALANCING DE- VICES AS REQUIRED TO DISTRIBUTE THE AIR AND AS INDI- CATED ON THE DRAWINGS NOTE: DUCT DIMENSIONS INDICATED ON THE DRAYNGS ARE INSIDE CLEAR, OR 'FREE AREA DIMENSIONS CONTRACTOR SHAW. MAKE ALLOWANCE FOR INTERNAL DUCT UNER (THERE SPECIFIED) WHEN ORDERING PRE - FABRICATED DUCTWORK OR WHEN FABRICATING DUCTS IN THE FEUD. 14.4 FLEXIBLE DUCTWORK DUCTWORK SHALL BE LIMITED IN LENGTH TO THAT NECESS- ARY TO MAKE CONNECTIONS BETWEEN TRUNK OR BRANCH DUCTS AND AIR DEVICES FLEX DUCT LENGTH SHALL NOT EXCEED S-0". ALL FLEX DUCT SHALL BE FULLY STRETCHED OUT TO RE- DUCE AIR RESISTANCE CONNJECDONS TO FDTTNGS OR AIR DEVICES SHALL BE MADE WITH TWO (2) STAINLESS STEEL BANDS. THE INNER LINER SHALL BE CLAMPED TIGHT WADS THE FIRST BATA. THEN THE INSULATION AND VAPOR -PROOF JACKET PULLED TO BE TIGHT AGAINST THE DUCT FITTING OR AIR DEVICE AND SECURED TAM THE SECOND BAND. INSTALLATION SHALL BE AS RE- COMMENDED BY THE DUCT MANUFACTURER AND SMACNA. SUPPORT THE FLEXIBLE DUCT WTH ADEQUATE HANGERS TO RELIEVE STRAIN ON ANY FITTING. UNNECESSARY BENDS. SAGS. TWSTS, ETC.. WALL NOT BE ALLONEO. 14.5 DUCT INSULATION ALL DUCTWORK DESIGNATED TO RECEIVE DUCT LINER SHALL BE COMPLETELY COVERED WTH LINER TRAVERSE JOINTS SHALL BE NEATLY BUTTED AND THERE SHALL BE NO INTER- RUPTIONS OR GAPS. DUCT LINER SHALL BE CUT AS REQUIRED TO ENSURE OVER- LAPPED AND COMPRESSED LONGITUDINAL CORNER JOINTS FASTENERS SHALL START WAUN N S OF THE UPSTREAM TRAVERSE EDGES OF THE UNER AND 3' FROM. THE LONG- ITUDINAL JOINTS AND SHALL BE SPACED AT A ARAM MUM OF 12' a . AROUND THE PERIMETER OF THE DUCT. ELSE- /MERE THEY SHALL BE SPACED AT A LLUOLLUM OF 18' ac.. EXEMPT THAT THEY SHALL BE PLACED NOT MORE THAN 6 FROM A LONGITUDINAL JOINT OF THE UNER OR 12 FROM A CORNER BREAK. DUCT WRAP SHALL BE INSTALLED N A NEAT AND COMPE- TENT MANNER 1A1H ALL EDGES NEATLY COVERED OATH AN APPROVED LETALLIC DUCT TAPE TO VAPOR -PROOF THE ENTIRE DUCT. LAPS AND JOINTS SHALL BE SECURED /NT H INSULATION STAPLES AO THEN COVERED OATH APPROVED TAPE. 14.6 AR DEVICES INSTALL ALL GRILLES AND DIFFUSERS TO BE F11/9I OATH THE PENETRATED SURFACE AND LEVEL OR STRAIGHT 11111 1M1H SURROUNDING FEATURES. ALL CERNG MOUNTED AIR DEVICES SHALL BE LOCATED 11 THE CN:ILNG TLE INDICA- TED ON THE DRAWNGS. SUPPORT CEILING MOUNTED GRIL- LES AND IXF USERS AT THE PROPER HEIGHT TO HOLD IT SMUG AGAINST THE CEILING. INSTALL ROOF MOUNTED EQUIPMENT SUPPORT RAILS OR ROOF we AS REQUIRED FOR DE JOB CONDITIONS AND AS RECOM- MENDED BY THE MANUFACTURER FOR THE INSTALLATION OF ROOF WONTED EQUIP ENT. THE EXACT LOCATION OF ALL ROOF MOUNTED EQUIPMENT IS SUBJECT TO SITE COMM AND DE APPROVAL OF 1)C GENERAL CONTRACTOR COORDINATE THE ENURE INSTALLATION WITH THE GEERAL CONTRACTOR AND OTHER TRADES. CONTRACTOR SHALL PROYEIE A TEMPORARY PLYWOOD WORK PLATFORM THAT COMPLETELY EDELY SURROUNDS DC AREA HERE NEW ROOF MINTED EOUPLEHI1 AND/OR DUCTS ARE TO BE INSTALLED. THE DmW MO RK AREA Sufi. REMAIN ON DE ROOF DURING THE INURE PEJLOD OF NISTALIATIOHN AND SHALL 8E REMOVED FROM THE ROOF MD DC SITE BY TARS CONTRACTOR UPON COrPLET1O4 OF THE INSTALLATION. N.I. ROOF PENETRATIONS FOR POUTER AND CONTROL WRING CON- DUITS ADD GAS CONDENSATE. OR REFaGoANT PANG SHALL B E MAOE HUH WATERPROOF PPE SEEMS. NESS CONARAICTTOR SHALL ENGAGE TIC SERVICES OF AN AMC CR NEES COWED AR BALANIX CONTRACTOR TO ADJUST ARID COMPLETELY BALANCE THE INSTALLED SYSTELKS) TO TIDE DESIGN AR QUANTMIES CONTRACTOR 9IML MONDE THE OVER AND TFE AROIIECT A COPY OF THE CERTFED AIR BALANCE REPORT SHOWING 0C994 ADD MEASURED AR QUAIA*ES, STATIC PRESSURES, FAN 110TOR RPM Ate MOTOR CURRENT. DEVAIATXI4 SEWED' LESION ADD IEASHRED GUANINES SHALL NOT BE GREATER THAN TOE 17. ALL MATERIALS. EQUIPMENT AND NSTAU AUHOHc SHALL. BE GUARANTEED FOR A WORN PEELED OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY TIE OMER DEFECTS !HIGH* APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT DAS CONTRACTOR'S MOM . FOR THE SAME PEMODt. Da CONTRACTOR SHALL BE RESPON- SE FOR ANY DAMAGE CAUSED TO DE PREMISES BY OEFECTS N ICS 1101WO AN9HP OR WORK AND/OR EOUPMDIT INSTALLED BY OTHERS LRCM HIS CONTRACT IW4D3 ROOF PVC PIPE CEIUNG WI1 PLAN CLEARANCE FINISHED FLOOR DROP -PI BAIL DRAFT DAMPER 7 - CONCENTRIC VENT KIT "VC PIPE PVC PIPE SIZE PER MANUFACTURER'S RECOMMENDATIONS WATER HEATER C.ONCENTRIC " ' VENT KIT p., n T 1 POWER ROOF EXHAUST ) ri ""1 ■ r ii I I �� i i SAFETY DISC. SW 81RD SCREEN ALL AROUND INTERNAL WRING POST �- -DUCT FLANGE FLEXIBLE COWL ROOF MOUNTED EXHAUST FAN DETAIL NO SCALE CONCENTRIC WATER HEATER VENT KIT DETAIL NO SCALE ANGLE IRON FOR HOOD HANGING. TW -4 (SEE SHT. M4.2 FOR DETAIL) ROOFTOP UNIT SECTION NO SCALE CAPT1VEAMtE DEOC OVEN WOOL (SEE SiIT. M4.2 FOR DETAIL) FLEXIBLE DUCT. SEE PLANS FOR SIZE. MAX. LENGTH 5' -0'. NOTE: FLEXIBLE DUCT AND CONNECTORS SHALL BE U.L 181 LISTED LIMN RADIUS EQUAL TO ONE DUCT METER. 1'x22 CADGE BAND NOTE: DUCT INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT GREATER THAN 25 AND A SMOKE DEVELOPED RATING OF NOT GREATER THAN 50. ( 6 ) DIFFUSER INSTALLATION DETAIL NO SCALE [WHERE STANDARD HOOD IS ACCEPTABLE] DECK OVEN EXHAUST FAN MOUNTS ON ROOF (SEE ROOF EXH. FAN MNT. DETAIL ON SHT.M4.3) STAINLESS STEEL VAPOR/S EXHAUST DUCT UP TO ROOF ( 2 ) ROOF CURB DETAIL NO SCALE /12 SIRE COLING DIFFUSER SEE PLANS AND SCHEDULE. CONNECT FLEXIBLE DUCT TO COLLAR WITH 22 GAUGE CLAMP AND FOUR SHEET METAL SCREWS SEAL SITH DUCT TAPE PROVIDE DIFFUSER WITH MOLDED INSULATION BLANKET R0 WE AT NN z e 1') ROOF =NG OF ROOF TOP UNIT ROOFING COUNTER FLASHING FL UNDER METAL WOOD NAILER PRE -FAB ROOF CURB FURNISHED PATH UNIT 1 CANT STRIP - TAPER ,-BUILT -UP ROOFING r/1 YfALL CO C7 DECK OVEN VENTILATION DETAIL M4.3 No SCALE 2 3 SUPPLY PLENUM CEILING RASING GALV OR STANESS STEEL OMITS our A.F.F. (SEE ELECT. PLAIN) (3 ) ROOF CAP DETAIL 4 DUCT TAKEOFF DETAIL NO SCALE M4.3 NO SCALE KEYED NOTES (OVEN) ® WS]ER - 1/2' NPT /40-75 PSI requ HOT or COLD (hot water not to exceed 120 degrees F. 41' A.F.F.. behind control door. Line dropped from ceiling. G.0 to install in -line fifer, shutoff. Tine strainer, disconnect and water pressure regulator set for 40 PSI in may accessible area. - 1' NPT. 41' A.F.F. Front drain behind control door. Do not slopg_droin upwards. ® - 3/4' NPT. Firing rote - 400.000 BTU. Static Line pressure required 7' to 10' WCNG or 9' to 14 YAP. Line dropped from ceiling. 20' A.F.F. behind control door. Drip leg & union to be installed by G.C. FLOOR LEVEL. 0 ELECTRICAL` 208/220V 60Hz/3 20 Amps -motor circuit 115V /60Hz /1 20 Amps- control circuit. Lines dropped from ceiling. 78' A.F.F. behind control door. ® COMBUSTION FLUE - 8' diameter type B metalbestos. Oven supplied with droft inducer. barometric dumper & proving switch to be installed by G.C. ® DAMPER FLUE - 4' diameter ducted to exhaust hood. ® OVER PRESSURE EXHAUST - 6' diometer ducted to exhaust hood. ® CANEY - 12- diameter. Single wall up to exhaust fon on roof. ROOF DIVE 12' DIA. EXHAUST TDUC I DRP TRAY S I f CONDENSATE BAFFLE SET FLANGE N PLASTIC CEMENT SECURE TO ROOF AND CAULK WATERTIGHT All AROUND I+--- ROOF CAP BIRD SCREEN SEE ARCH. DWG. FOR ROOF CONSTRUCTION O SEE PLAN FOR DUCT SIZE ORECDONI OF FLOW 6 DNA. OVER PRESSURE EXHAUST DUCT. 1 /2'/FT. SLOPE TOWARD OVEN AWAY FROM HOOD. (MIN. 21 4' DIA. DAMPER FLUE I i 1/2" /FT. SLOPE TOWARD ri OVEN, AWAY FROM HOOD' STRAIGHT PIPE (110 INVERTER) H H NOTE: ALL DUCT MATERIAL FROM HOOD TO OVEN SHALL BE 22 Go. 304 STARLESS STEEL AND 22 Go. HVAC ( GALVANIZED) FROM WOOD TO ROOF CURB CONNECTION. SIDE GENERAL OVEN NOTES -G.C. shall furnish and instaE d saviors to and from overt. - Al services must comply Ali di federal state mid Wood codes. -Combustion Sue must be instated *clip air I only may be voided. Consult factory for dternate iristdo6on rmeVnods. -Top of ovea requkes o minimum of 24" for sertice accasibiR} - AI Sues Er441 be +noted to outside of buidng and wind proof caps ins#aled. -tleiljit ofd Sues most be epd and installed at • minims of 2' abate roof Owe. 1 0 O O CIEVAFLEX TYPE DSC DAMPER - SPN COLLAR. BRANCH DUCT, SEE PLANS FOR SIZE CONNECT FLEXIBLE DUCT TO COLLAR NTH 22 GAUGE CLAMP AND FOUR SHEET METAL SCREWS SEAL 1MTH DUCT TAPE lowly TAIL ALL DUCT MATERIAL FOR H000 TO OVEN SHALL BE 22 Go. 304 STAINLESS STEEL AND 22 GA. HVAC (GALVANIZED) DUCTWORK FROh1 HOOD TO ROOF CURB COME RejUCER I DAMP � OVEN BELLOW 70 0 OPEN PLAN ' \ 8' DIA COMBUSTION FLUE 1400 CFY ROOF 1 1 EDIAUST L.J n 11 coLING LINE I 1 ' 0 VT.) 4" DIA DAMPER FLUE - t-TOP OF OMEN MAIN DUCT AIR FLOW 4 ROOF LINE 96'x CAPT HOOD A Y FRONT DETAIL Cad OVEN NO SCALE OVEN HOOD. EXHAUST FAN & MAKE -UP AIR UNIT PURCHA D FROM "ADAMATIC" BY OWNER AND INSTALLED BY CONTRACTOR LNE OF SOFFIT ,C1- 1 ;: s • • • • • BAKERY CAFE: #1215 SYSTEM: G2 IIWARM) PROTOTYPE UPDATE 2006 o Z (14 Z WV rW H LU C4 LL < Iris 8/10/07 ISSUE DATE: 2 -16-07 I PROJECT NUMBER: A06.506 AEOSSE:N PROJECT *8020 OES'G,LED BY. C8. CHECKED BY AVA SHEET NO: M -4.3 HVAC Wa s OF 6 J WASTE ROUGH -IN SCHEDULE MARK ITEM DESCRIPTION ROUGH-IN ROUGH -N LOCA1ON ROIARKS © mop 9MC (24'44') 3' WAS1E 0 FLOOR DIRECT CONNECTION 12 3- CCAPARTIIENT SRN FLOOR SNK • FLOOR CONNECT 3 COMPANIONS WH 2 WASTE AND EXTEND TO 11ORECT CONNECTION TO FLOOR SRC ® 2- COIPARIIENT SRC FLOOR SINK • FLOOR EXTEND 1 -1 WASTE TO INDIRECT CONNECTION TO FLOOR SRN 18 OROP -N SRN 0 COFFEE STATION 2 WASTE 0 18' AF.F: PROVIDE CT CONNECTER ® OROP -N sax 0 ESPRESSO */ N Y CONNECUON TO FLOOR suc ® HAND sea 2' WASTE 0 24' AF.F ORECT CONNECTION ® CAOOE 9YIR D �/ UNDERNEATH EXTEND CONNECTION 1M FLOOR ACT S ST w O FLOOR TO CON TIONN TO R DRAM , s ICE MORE 3 FLOOR SINNED WPC 0 EXTEND ____W CONDENSATE AND 3 4' DRAIN TO T COII�ECDKN TO FL SINK ® a STORAGE BN 9�MRED * /p * • FLOOR CONNECTION WASTE F MK 0 DIPPER LULL. SIHARED •/ NEARBY 1 CT ON OD s CT ® UPRIGHT HwASHER S � � p76 • � 1 CTIfN T WASTE INDIRECT O FFL�0 TO SINK 0 Dom 0 °°N� p art) SHA s SiTM A 0 FLOOR T 48I PROOFER r 9 ARfD i/ NEARBY ' AON T O FLOOR DRAIN OtiiDH SH� w/g44 QRAN4 NEARBY O CCNNEC CM F OR G © /ICE OLSPOHSER SNARED 1./0238 O FLOOR TO N ECTION T FLOOR SR ACT 61 ESPRESSO 1iJl!(2!E (AUTO) 9YIR .26 x 3 CTION TO CT FLOOR SIC .8, 93UP STATION 3' FLOOR GRAN • FLOOR EXTENDS DRAIN FROM T OMECTNRI 0 24 ' TO NDIRE CONRECil01 TO F'� OOR GRAN s SOUP RETIERMAU2ER 3' FLOOR DRAIN 0 FLOOR o I � TFLOOR MI C IH L fito COOLER EVAPORATOR 3' FLOOR GRAN NEARBY MEND CONECDON FLOOR DRAIN ® FRESH DOUGH COOLER EvAPaRATaR r FLOOR oRAAI NUM CONNECTION CRAW INDIRECT NI EL FREEZER EVAPORATOR 3• FLOOR TITIAN NEARBY C 1 N TO � DTO RAIN INDIRECT SCHEDULE: ROUGH -IN SYMBOLS MIYERICAL snloot. CORRESPONDS TO EQUIPMENT O IDENTIFICATION IS MBER. SEE EQUIPMENT PLAN. SHEET AS. MATER CLOSET 4' WAS1E OFFSET 10' FROM FACE OF FINISHED WAIL BEHIND FIXTURE. ADA WATER CLOSET A 4 WASTE OFFSET 10' FROM FACE OF FINISHED WAIL MIND FIXTURE. ADA WATER CLOSET ® 4 WASTE OFFSET 10' FROM FACE OF FINISHED WALL BEHIND FIXTURE. /a LAVATORY B \Y.I 2 WASTE AT 20 -1/8' AF.F. `/ 3 WAS1E AT 14 -1/4' AF.F. ® 3 FLOOR WI NN Q FLOOR SIC 0 3• DIAMETER HUD DRAIN - SEE FUN FOR SREI UP HEIGHT 0 WASTE CONTEMN - SEE PLAN FOR 92E AND HEIGHT NOM REFER TO ARCHIECR1RAL FLOOR PUN (SHEET Al) FOR ALL INTERIOR PARTITION LOCATIONS I I . I I PERMIT SET 3101/07 II i • N 2' -0 • ! 3' -3" 1'— �' 4'4 J i • 9' - 10y 2 • • I 3' -1y' - I 6' -1 1 i 1' -10y " 3' -9 9' -0 6' -7 " **ROUGH -NS ARE BASED ON FIXTURE 9101111 N 9CFEDUIE ON 9EET P4.2. CONTRACTOR TO VERIFY RESTS FOR ANY 9XISIITUiHGI PRIOR TO NSTALIATIR. SCALE: 1/4" = • -I • - f►F.'- a••*h.AF ..-u.. • .1► 1;.••••11; ati,•.—�-_••_ _.__. _.. Y;aa'ri.Cri ?a : • ... .:�� 1'J •• .vt' . I • = 1 • • . 1• � - •.. ••.•. - - . . _. 7. •_p SANITARY PIPING ROUGH -IN PLAN • NORTH • I i I / i I 1 `�. ``` —_ -- -- i IEE • BAKERY CAFE: #1 SYSTEM. G2 (WARM) PROTOT U PDA E 7WPi l ors 8/10/07 1 I ISSUE DATE: 2 -16-07 PROJECT NUMBER A06 -506 A90SSE:`! PFc0.ECT 327020 DESGKED BY CO. Sit GNG CetECKED BY AMA 1 SHEET NO: P2.1 SANITARY PIPING ROUGH -IN PLAN OF e a DOMESTIC WATER-ROUGH-1N SCHEDULE MARK ITEM DESCRIPTION ROUGH -N ROUGH-11 LOCATION REMARKS CW FCW NW 0 MOP SINK (24'x24) I/2 -- ( 1 ) 0 36' A.F.F. FO FAUCET YODEL NUMBER w P 12 3- COMPARTMENT SINK (2)1/2' -- ( j O 14' A.F.F. SEE FOR T MOOD_ SNEET A6.1. ® 2- COMPARTMENT SINK -- Y 1/2' 0 14' All. UIPMENT SCHEDULE S FOR T IAODEL IiU1 ER A6.1. 18 DROP -N SI 1C 0 COFFEE STATION 1/2- -- 1/2 0 18" A.F.F. mama � FAUCET Ei ut A6.1. MODEL ® DROP-IN SINK 0 ESPRESSO I/Y -- 1/2' RUN N CASEWORK SEE EQUWIEl1T SHEET A6.1. FOR FAUCET YODEL NUABER 0 HAND SINK 1/2' -- 1/2' 0 24' A.F.F. SEE EQUIPMENT SOIEDULEAT A6.1, FOR FAUCET YODEL y a MOIINE -- 1/Y -- • 72 AFL EXTENII 1 FCw FROM ROUGH -N TO COMMONS w/11IP 0 ICE MAOI E -- 1/1" -- 0 it AFC. DflE1ND 1 FCW FROM ROUGH -N TOE CONNECTIONS w/INFP ® 4-P00 COLD WATER FILTER -- 14 -- 0 96' ALF- REFER TO DETAIL ON 9EET P4.1 .z. BOTTLE SOFTENER 3/4' -- -- 0 2Y AIL T� 00111IBCTIpI TO QROTIENT 4J DIPPER WELL -- 1/2" -- RUN N CASEWORK EXTEND ___3/4' CW FROM ROUGH -N TO =MORON TO ECUP1ENF 0 UPRIGHT DISHWASHER -- -- (3� • 7Y Alf_ 1 �C 3/4' TION O EQUIPMENT T w/�FP %, DISH COUNTER (cern 1/r -- 1 ( 4O� • 14' AF.F SEE EQUPIEJMT SCHEDULE SWEET A6.1, FOR MODEL RliNEit CARBOIIATOR -- - -- 0 24' A.F.F. �F TO CONNECTION TO EQUIPMENT S OFP 4� PROOfER -- 3/4' -- 0 100' AF.F. TO COMMON O EQUIPMENT w/DFP ® OVEN -- 3/4' -- 0 100' AF.F EXTEND Me FCW FROM ROUGH -N TO CONNEON TO WARM w/EIFP ® LEA ORDER -- i/Y -- 0 46' A F.F. TO CTIO N F TTO EQUAPAENT w/WP ® COFFEE MAKER -- 1/2 -- 0 40' Alf. TO EMEND Ife COMIECflON O ECUPLIDIT ./TARP CI ESPRESSO YAt2WE (AUTO) -- 1/1' -- CASEIAO K TO C11ON TO Q w < SOUP RtDtR MAUAR -- - 1/2" -- 0 12" ACE TO COO O EQUATOR w 1 -- O 48' AFL INSTALL / W __ 1W CW ® MAUL DISPENSER • AR SAC i/2" -- (1/42.0) O 10' AIL ALL 1 w 144 M!! -Ll ® CIEMICAL -- -- e d 48' A.F.F. INSTAL /Y 1!0 C� 7�B MAW= W.Ai ® DECD( a�N1 -- I F -- SHEET P4 t cane ** FROM DE �/6fP TRIO COME O SCHEDULE: ROUGH -IN SYMBOLS O N UIERICAL SYMBOL CORRESPONDS TO EQUIPMENT IDENTIFICATION NUMBER. SEE EQUIPMENT PLAN. SHEET A6. r.7% WATER CLOSET v 1 -1 /2" CW SUPPLY AT 25 -5/8' A.F.F. AND OFFSET 4-3/4' FROM CENTER UNE OF FIXTURE. JU ADA WATER CLOSET 1 -1/2" CM SUPPLY AT 28 -3/4' A.F.F. AND OFFSET 4-3/4' FROM CENTER LINE OF FIXTURE ® ADA NATER CLOSET 1 -1/Y Cw SUPPLY AT 28 -3/4' Al!. . AND OFFSET 4-3/4' FROM CENTER UNE OF FIXTURE O LAVATORY 1/2 Cw & 1/2' HIV SUPPLY AT 22 -3/e AJ.F. AND EACH ONE OFFSET 4' FROM CENTER LIE OF FIXTURE. C URINAL 3/4" SUPPLY AT 48 -1/4' AEI. AND OFFSET 4 -3/4' FROM CENTER LINE OF FIXTURE. 0 SUPPLY ROUGH -N - SEE DOMESTIC WATER ROUGH -N SCHEDULE FOR SAE AND HEIGHT. • EQUIPMENT CONNECTION - SEE DOMESTIC WATER ROUGH -N SCHEDULE FOR SQE - SEE EQUIPMENT MANUAL FOR F1TTNG REQUIREMENTS. NOTE: REFER TO ARCHITECTURAL FLOOR PUN (MEET Al) FOR ALL IIIIERICR PARTITION LOCATIONS . -v14 °'4 .. . 14 "z4 LMT , c' 5' -3 a f: I ®• I FREEZE PROOF - - - HOSE BIBB WITH INTEGRAL VACUUM BREAKER a • • 3' -3' 1' -8 " . a. 1' -8" *. ROUGH-NS ARE BASED Off FIXTURE 9RIIAN N SCHEDULE ON SHEET P4.2. CONTRACTOR TO W Y REQUIIEMDITS FOR ANY SU8S11 wul PRIOR TO INSTALLATION. 06, ilAr OP • } • • • . ! ! 15'-1,/4 - � 1 ( i' DOMESTIC WATER PIPING ROUGH -IN PLAN i NORTH s P o 1%1- (9,1 1 r • i :i :1 • BAKERY CAFE: #1215 SYSTEM- G2 (WARM PROTOTYPE UPDA E IDS 8/10/07 1 ISSUE DATE: 2 -16-07 PROJECT R: A06 -506 A8OSSE;N PROJECT 12:020 DESIGNED 8Y. 00. SI& GIN CitECKED SY: AVA SHEET NO: P2.2 OORIESTIC WATER PIP*4G ROUGH -174 PLAN OF 7 PLAN MARK MANUFACTURER 1100EL ACCESSORES NOTES 0 FLOOR CRAMS WADE OR EOUAL 1103S1D6 P -TRIP R1RFASH FULL GRATE AND (TYPICAL) iA /c TRAP PRWER 4' HIGH RIMEL FOR STRAINi t (RESTROCMS OHM INDIRECT MAIN FIXRuRES iTI FLOCR SINK A;TTS FS -740 1/2 GRATE 12'xi2'X8' •l/ KAMAN GRATE LAY O AMERICAN STD. 0355.012 1- 1/4x4 -1/2 P -TRAP WARMS HST STOP YAM PER 1.D;. SEE FRCH nos FAUCET AMERICAN STD- 501.00O ELA0E� N-NOLES CHR (FOR LA:) Au_ STD. bXO.172V MSB F! ORESTQNE USR -2424 A/ UR371 FAUCET 24 X 24124 X 351 MR 372 I1:AP HINX.R. SEE ARCH FANS STR IPER. T1.E TERRAZZO FUSII FLINCES +IC O Au"tR'1CAN sib. 3C43.1J2 MITE-Cf'EN FRCI4T A j SLOAN #:11 FLUSH : Az) SEAT_ Iii C0•.ER :=1:E PER ADA A4 d i AMER:: N STD_ 7234.0015 A iut -CSI FRI::JT A/ Stele j111 FLUSH SEAT. NO W.ER .ALOE PER ADA 1 R lL Tit IN STD I A:S :1 11 SLOAN ROYAL NO. �--� 1, -1 b9t RATS) FIR QS GT I AxE£ 5135 '.INT PEP LCCAC Ct£E : is T 1 P: f 35 GPM 70 L3. I A.D. SA TH eil•! -199 I DIRECT '.ENT 1•30 GAL MUG BT'J. I sail ,MATER LATER) I ! SEALED CC IeuSTICN t 2 27 :PI: rrECC:.ERY % a a 0 2" PLUMBING FIXTURE SCHEDULE i • FilIWAIL ACCENT CCNTLCT- .,EFF 0 AATERt HEATER (' S1 JT;RS (4,4-471-69S. 1 ' a FS I -- 3" • GENERAL NOTES SANITARY PLUMBING O CONNECT 3 -COMP SINK DIRECTLY TO GREASE TRAPA FD - _ 1 7 : - :. 1 I:I 1' 1 9 ALL PLUU&PIG AORK SHALL BE PERFORMED Pi FULL COUPUSNCE MD1 THE LOCAL PLUMBING COO E. HEALTH REG tM)OHS AND LOCAL Ci?DP:INOS. THE PLLITTEM CONTRACTOR IS RESPGNC..8IE FOR ALL POUT FEES, UT[ITY TAP FEES. AND INSPECTION FEES AS WOWED VTR TEE i CNTR?.cTOR SHALL Cooi2DNATE THE LOCATION of HIS FLOOR DRAMS. HUB t.R;NS AND CONFECTION POINTS MTH THE GENERAL CONTRACTOR THE PUAIBRJG CONTRACTOR SHALL FIELD ARTY cosmic, cCNOITIONS PRsut TO UI 1 1G HIS BID_ ALL PLUNBNG PAW:, SHILL EE ROUTED UNDER THE FLC•7R. AeOE ( THE WW1 OR LOCATED ADM * LLS OR PLIA€NG CHASES. EIGosE PIPING &tY MERE NECESSARY O CONFECT TO EWSUENT. FRDAC€ Il ON ALL mower cow. ism ORANI LINES. PiauteNG FREEZER AND COCI.ER. PRCP.IDE HEAT TAPE CAI CGlAT)E.YSsTE ERIN LINE AT FREEZER AND FCR s&L p•• RIOT NAY R;A74 THRCUGH mule. A7 ALL PORECT GRIN CONNECTIONS: CRA IN LNES RCM EG.7FUENT SHALL BE T.C4rITLY SECURED T' ECUPIAENT STWPf RT TO AUG?: il+f CR1PI cat Tltrei TEE ORA<I. RECEPTACLE- 3" • - a'! Fo DISCHARGE DISHWASHER :INDIRECTLY TO SANITARY - ''.WASTE THROUGH FLOOR SINK. —1/2" • r.: ; _ _I P2. FS • KEYED NOTES SCALE: 1/4" = 1• -0� 1 -1 /2" MAKE CONNECTION TO EXISTING 4' SANITARY UNE STUBBED INTO PREMISES BY LANDLORD. RE D tiERIFY EXACT LOCATION AND WIRT ELEVATION OF POINT OF CONNECTION PRIOR TO cO.'uENCRIG ¥VRK. EXTEND INDIRECT WASTE TO FLOOR DRAM OR HUB DRAW. FELDD r1 RFY EXACT ROUTING OF PIPING_ EXTEND DRAIN LAZES FROM FREEZER COOLER, MEN AND PROOFER TO FLOOR DRAIN OR HUB DRAIN LOCATED 1 ARBY. FIELD AIUY EXACT ROUTING OF PIP?JG. PRO'+IOE 6' PVC BELON SLAB A1TH STUB UP AT SODA DISPENSER AND BAG-N -BOX FOR SODA LINES. LOCATE SRIB UP AT SODA DISPENSER AS CLOSE TO THE BALL BEM) THE SODA DISPENSER AS POSSIBLE N ORDER FCi? THE SODA LASES TO RIM UP IN DESIGNATED CHASE AT REAR Of CSSE'+IORK. COORDINATE MTH 500; ' DmoR EXTEND LENTS T1 OUGH ROOF SUCH THAT A ini UU 10 CLEARAMil TO ALL A.P WAXES IS LIANTAINED. CAST RCN PEE SHALL BE USED FOR THE FIRST 20 FEET OF DISCHARGE PANG FOR SCUP RfDhERMPUZER A. GSIIAISHER. PRO'ACf & PISTIL'. i' COPPER PPM (MA9hfOLD 3 CRAMS) AND PRO.IGE A GLOME rAL.E W DISCHARGE TO FLOOR ORA,N a/TbNNEL FGR SC , STATICAL SECURE HE ORAN lW£ FOR THE DIVER AEU. TO TEE Sltf OF DE CaaNET 'MATH BRACKETS. • 1 —1 /2" 2" 2' VTR SANITARY PIPING PLAN FD NORTH l� CONDENSATE DRAIN. TYP. r !I . -I. . ., 1 :•I• WCO • 1 t FCO : i ; • :; r-: i • i • ...- .._.._i BAKERY CAFE: #1 SYSTEM. G211NARM) PROTOTYPE UPDATE 200.305 o to 65 Z 6 I- W V = W H W =' t:4, LI-Q I E7eNE5 8/10 1 ISSUE DATE: 2 -16-07 PROJECT HOMER: A06 -506 ASOSSEIN PROJECT *27020 DESIGNED BY: CO. SH. GI4 CHECKED BY AVA SHEET NO: P2.3 1 P2.3 SANITARY PIPING PUN OF T 1 GAS CALCULATION EC'J:PIJENT LOAD (11811) PIPE SIZE MAU -1 151.2 1' - MIER HEATER ;99 1" OVEN 375 1 -I /2' P.TU -1 130 1 -1/C RTU -2 130 1 -1/4' 111U -3 130 1 -1/4 eZ -4 133 1 FII✓EPL -CE 30 1/2" TOTAL 1275.2 uEH ?<: =itsAL GAS C£Ll EPW AT +/- 7' •.c. NATURAL GAS RFT &r,..;.; TAM 12-7 :AEG F fP TOTAL LENGTH OF 19.CC FT. t 3G% FCK fATTN-S. 25C' CCUiMW UT:UZED AiiH TOTAL LOAD OF 1275.2 LE 1. FECLIPED &t PPE SIZE IS 3 t • 0 0 0 0 0 0 0 O 8 INSTALL COLD WATER FILTRATION SYSTEM - SEE DETAIL ON SHEET P4.1. SEE EQUIPMENT PLAN AND SCHEDULE FOR MORE INFORMATION. O TRANSFORMER ON PLATFORM ABOVE. AVOID ROUTING ANY WATER LINES THROUGH THIS AREA (ONLY IF TRANSFORMER IS REOUIRED). i0 0 0 m 0 19 2Q 4tv KEYED NOTES MAKE NEW CONNECTION FOR A 3 NATURAL GAS UNE K1TI1 A NEW ME1ER (VERIFY K11H LANDLORD). VERIFY THAT SERVICE IS ADEQUATE AND SHALL SUPPLY 1694 1.1811. ALL WORK SHALL BE COMPLETED IN ACCORDANCE 11TH LOCAL CODES. NG CONNECTION TO MECHANICAL UNITS (MUA -1 130 MBH, RTU -I, RIU -2 RTU -3 dc RTU -4 240 MBH). PROVIDE DIRT LEG AND SHUTOFF VALVE IN ACCORDANCE MTH LOCAL CODE. VERIFY EXACT LOCATION OF UNITS KITH HVAC CONTRACTOR (REFER TO SHEET UPE1.1). 1 -1/2" NG CONNECTION TO OVEN (375 MBH). SEE OVEN DETAIL ON SHEET M3.2. P.C. SHALL FURNISH & INSTALL 1 -1/2" MANUAL SHUTOFF VALVE AND A NORMALLY CLOSED GAS SOLENOID VALVE (EQUAL TO ASCO CIB821480CSA) KITH 120 VAC COIL. NG CONNECTION TO WATER HEATER (199 MBH). SEE DETAIL ON SHEET P4.1. MAKE CONNECTION TO 2' WATER UNE STUBBED INTO PREMISES BY LANDLORD. PROVIDE ME1ER. PRV AND RPPA TYPE BACKFLOW PREVENTER. VERIFY THAT SERVICE IS ADEQUATE TO SUPPLY 50 P.S.I. AFTER METER AND BACKFLOW PREVENTER. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE N1111 LOCAL CODES. CONTRACTOR SHALL FIELD VERIFY REQUIREMENTS PRIOR TO BID. BID SHALL INCLUDE ALL WORK NECESSARY FOR A FULLY OPERATIONAL SYSTEM. PROVIDE AND INSTALL TANK TYPE WATER HEATER AS SCHEDULED ON SHEET P4.1. SEE WATER HEATER SPEC ON SHEET P4.1 FOR NATIONAL ACCOUNT CONTACT INFORMATION. INSTALL WATER HEATER PER DETAIL ON SHEET P4.1. MIXING VALVE FOR HOT AND COLD WATER SHALL BE 'SYMMONS' SERIES 5 -700 (OR EQUAL) THERMOSTATIC WATER CONTROLLER KITH VACUUM BREAKER AND THERMOMETERS. 1/2 CW & 1/2' HW(1401 TO 3- COMPARTMENT SINK /12. HOSE RINSE SPRAY MUST BE EQUIPPED KW1H AN ATMOSPHERIC VACUUM BREAKER INSTALLED A MINIMUM OF 6' ABOVE FLOOD LEVEL RIM OF RECEPTOR. 3/4" HW(140) TO UPRIGHT DISHWASHER #27A. 1/2 CW & 1/2' HIMo40') TO DISHCOUNTER (DIRTY) #278. 1/2' FCW TO OVEN X48 V.1TH SHUTOFF VALVE. EXTEND 1/2 FCW WITH SHUTOFF VALVE. PRESSURE REGULATOR, WATER PRESSURE GAUGE & FLEX HOSE CONNECTIONS TO OVEN #86. 1/2" FCw TO PROOFER F44A WITH SHUTOFF VALVE. 1/2" FCW & 1/2 HW TO 2- COMPARTMENT SINK #13k 1/2' FCW TO ICE MAKER X230. 3/4" CW TO 4 -POD WATER ALTER #258. 3/4" FCW AND 3/4" DFCW FROM #258. 3/4' FCW .& 1/2 DFCW DROP IN WALL AND EXTEND TO FIXTURES AS REQUIRED. 1/2" DFCW TO CARBONATOR 142C, 1/2' FCW TO TEA BREWER #56 & 1/2" FCW TO ICE MACHINE #238. EXTEND 1/2" FCW TO ESPRESSO MACHINE #61 & DIPPER WELL #26, 1/2" CW & 1/2 HW(120) TO DROP -IN SINK #18. 1/2" CW & 1/2 HWh(14O') UOP SINK MIA. 1/2 FCW TO COFFEE MAKER #56. 1/2 FCW TO SOUP RETHERMAUZER #68. PROVIDE MTh A PRESSURE VACUUM BREAKER OR RPZ UNLESS WATER FILL SPOUT IS AIR GAPPED. INHERE REQUIRED THE WATER PRESSURE BOOSTER PUMP. PACO MODEL# 815A OR EQUAL (CAPABLE OF PROVIDING 20 PSI PRESSURE INCREASE 0 15 GPM MIN.) 11TH 86 GAL HYDRO - PNEUMATIC TANK. 1.5HP. 208V. 3PH. INSTALL PRV ON D$SCHAREGE SIDE OF PUMP. LOCATE ON PLATFORMI ABOVE SERWCE SINK W/t1B ISOLATORS KITH SEISMIC RESTRAINT. VERIFY EXACT LOCATION WITH O'ANER. SEE DETAIL ON SHEET P4.1 25 NG CONNECTION TO FIREPLACE (30 MBH). PROVIDE DIRT LEG AND SHUTOFF VALVE IN ACCORDANCE WITH LOCAL CODE. RUN NG DOWN IN STONE CASE FRAMING. PROVIDE GAS REGULATING VALVE IN FIREPLACE HEARTH BEHIND SECURABLE ACCESS PANEL. • III GAS METER (125') 3/4" WATER HEATER FREEZE PROOF HOSE BIBB WITH INTEGRAL VACUUM BREAKER INSTALL GAS PRESSURE REGULATOR OUTSIDE OF SPACE AS REQUIRED TO REDUCE PRESSURE TO 7" w.c. n (45) i 1 111 I I . 1 1 r 1 RTU -1 UNIT (1301NBH) 1/2" _ DFCW- RTU -2 UNR (13016611} GAS SCHEMATIC I ! i 1 . BF , r k •; DFCW 3 • F ' R " HWR FCW - -- , - - - i _ 1 -- -__.. - '1 - 1/4 1 TO- RTU -3 . . _ -1_i - .---. - 1 /2" FILTERED WATER = WITH i REDUCED PRESSURE BACKFLQW ASSEMBLY (RPBA) (WATTS -009QT OR EQUAL) TO CARBONATOR FOR POST - MIX 'SYSTEM WITH APPROVED PLASTIC PIPE : INSTALLED DOWNSTREAM. (NOTE:. DO NOT INSTALL COPPER PIPE ON CARBONATED SIDE OF RPBA IN ORDER TO PREVENT CARBONIC POISONING PER UPC - 2003 -603 AND "AWWA.") FREPLACE my; MONO • OVEN (37900 ■1111.■ -!- UP� TO' RT n GENERAL NOTES • j-- -r- 1 : ' I • IT 1 i t•' sz 172 2. PLUMBING CONTRACTOR SH ALL PRO.t{ AND INSTALL STOP VALVES AT FINISHED *ALL 9RFACE i 6. COCRC+NWTE LOCATICH Cf ILL PIPING (Sa! TORY AND *ATM NTH OTHER CC4NTR3CTCRS AND ECZIIPUENT SUPPLIERS. 1_ PLUMBING CONTRACTOR SHALL VERIFY WITH THE LOCAL HEALTH DEPARTMENT AND /OR WATER COMPANY AS TO TIE METER ALAS VAlVING ARRANGEMENTS OF THE DOMESTIC WATER SERVICE %MUCH ENTERS THE BUILDING. IF A BACKFLOW PREVENTER AND /OR PRESSURE REDUCING VALVE IS REQUIRED, THE PLUMBING CONTRACTOR SHALL TUNIS I AND INSTALL SAME PER LOCAL AND STATE REQUIREMENTS PLUMBING CONTRACTOR SHALL VERIFY WATER SERVICE (NEW OR EXISTING) IS CAPABLE OF PRINIC96 A maul OF 75 G.P.LL AT A INIMI *N OF 50 P.51 DOANSTREAU OF METERING AliD VA LVING. IAN THE EVENT THAT THE SERVICE CANNOT PROVE ADEQUATE VOUANE/PRESSt1RE THE CONTRACTCR SHALL CONTACT THE OANERS REPRESENTATIVE PRIOR TO CC41UEiN NG ANY xsORK_ 3_ INSULATE ALL &ATER PANG ABM THE LAY -IN WAG AND BELONt THE SL:6. INS1AA ION SHALL MEET OR EXCEED 25/50 FLUE SPREAD AND SMOKE DEVELOPMENT RA.TIIGS. 4. ILL RPM SW IN GI THUS PLAN IS CGNOALEO =BOLE THE LAY-IN (EKING, BELGNT THE FLOOR AND Vi WALLS EXPOSE KWIC IN SPACE 014.Y AT EOMIENT AND FIXTURES. 5. COUPLER ILL • CPX !N ACCORD =NC Ax1H LOCAL CODES AND Ofii AI =NOES. Fcw • • • UP TO RTU -4 I � 1 .6 F 9. FURNISH BURST PROOF BRAIDED FUME CONNECTORS FOR FINAL CONNECTIONS TO S INKS AND OTHER EGL.PI ENT. .. x.. »....-wv "VA..:.''s• -" -..._. TO FIREPLACE 7. SEE ARONTECR*AL PLANS FOR FINAL EQUIPMENT LOCATIONS. COOR0 4ATE KITH EQUIPMENT SUPPLER AND THE GENERAL CONTRACTOR FOR ANAL WAIL LOCATIONS. 8. PRUDE WATER CONINECTIRIS AS REC +J'RED. ANC SIP AND ESOUTO PLATE FOR ALL FL4aL WATER COP NECT1O S 10 f JRMSI! TUDNG AND FITTINGS, AS REOUIRED, FOR ALL FINAL CONNECTIENS. 11. PROVIDE WATTS 009 BACICFLON PREVENTER FOR K:E WORE. TEA BREAM. COFFEE MAKER AND SOL% RETHERUALIVER. PROMO( WATTS 009 BAOCFLON PREVENTER FOR OEM, PROOFER ihYJ HOP SI1C FAUCET. PROMO( WATTS SD-3 STAINLESS STEEL B *OFLO* PREVENTER FOR CARBONATOR. PROVIDE APPROPRIATE BsOfLONt PRE.011ERR AT OTHER_ MU/VENT AS fctOUIRED BY COOS_ 12 THE OVEN REGIMES A IMAM 45 P.S.1. - ALTER PRESS€€£ AT ECINNICTION TO PROPERLY FUNCECi[. CO N1RACTCR SHALL TEST THE •ATER PRESSER£ DO*NSTREAU Of DE WATER FILTER (MTH TIE MEN M HG) TO ?MSt E PROPER PRESSURE MULL PRESSURE BOOSTER N WAS LINE TO PROW.* At €QUOTE PP.ES.,URE- SEE *ATM FETER t AC-RAU Oi %CET P4.1 FOR PfESSURE BOOSTER SPED CATO1 AND LETAXS t8. -1/2" 1 DOMESTIC WATER PIPING AND GAS PLAN SCALE: ,fit = r -o I I i -. i ' UP TO MAU -1 Q - - FCW I I I : •s; I - I 13. PROVIDE PRESSURE REGIP..ATORS AS REOUIRED BY LOCAL CODE ON ALL GAS APPLIANCES 14_ PRO DE AIR CHAMFER TYPE WATER HALa1ER ARRESTORS OR ACCEPTABLE FACTORY MANUFACTURED SUBSTITUTES AT ALL . MATER ROUGH -L4 LOCCATIC41S. 15. FOOTER AND FREEZER SHALL BE PRO.IDED WITH DRY TYPE SPR CLER HEAD COlostCTED TO THE DC4.ESTIC ABATER SERVICE AHEAD Cf SHUTOFF VALVE 16. FOR EQWP.PMENT CO-MOTIONS AND SAS SEE ROUGH -1N PLAN OPI GRA ASNG P22 17. PRO. DE VACUJY BP.EiKOES ON ALL THREADED FAUCETS FELD VER1fY EXACT LOCATIONS OF COSTING SERVICES BEFORE PROCEEDING MTH AMC. :9. PROACE UMW SER LACE COV1EC11ONS TO EQUIPMENT ACCtROt;NG TO THE PLUM AND FIXTURE SCHEDULES C* OGRANING NORTH • -, BAKERY CAFE: #1 215 SYSTEM G2 (WARM) PROTOtYPE UPDATE 2000 Q M V �Z I--- W ~ V =W W= W Li.a IMMIS 8/10/07 ISSUE DATE: 2 -16-07 PROJECT NUMBER A06 - 506 ABOSSEIN PROJECT *270Q0 DESIGNED BY. 08. SH. GNG CHECKED BY AVA I SHEET NO: P2.4 OOUESTTC WATER PIPING AND GAS PLAN OF 7 • • II 0 REVISED PER LID COMMENTS 3/01/07 II II__ PERMIT SET 3/01/07 II II BLDG. PERM CO MMENTS 5/01/07 II I t • 0 0 0 0 0 0 0 O 8 INSTALL COLD WATER FILTRATION SYSTEM - SEE DETAIL ON SHEET P4.1. SEE EQUIPMENT PLAN AND SCHEDULE FOR MORE INFORMATION. O TRANSFORMER ON PLATFORM ABOVE. AVOID ROUTING ANY WATER LINES THROUGH THIS AREA (ONLY IF TRANSFORMER IS REOUIRED). i0 0 0 m 0 19 2Q 4tv KEYED NOTES MAKE NEW CONNECTION FOR A 3 NATURAL GAS UNE K1TI1 A NEW ME1ER (VERIFY K11H LANDLORD). VERIFY THAT SERVICE IS ADEQUATE AND SHALL SUPPLY 1694 1.1811. ALL WORK SHALL BE COMPLETED IN ACCORDANCE 11TH LOCAL CODES. NG CONNECTION TO MECHANICAL UNITS (MUA -1 130 MBH, RTU -I, RIU -2 RTU -3 dc RTU -4 240 MBH). PROVIDE DIRT LEG AND SHUTOFF VALVE IN ACCORDANCE MTH LOCAL CODE. VERIFY EXACT LOCATION OF UNITS KITH HVAC CONTRACTOR (REFER TO SHEET UPE1.1). 1 -1/2" NG CONNECTION TO OVEN (375 MBH). SEE OVEN DETAIL ON SHEET M3.2. P.C. SHALL FURNISH & INSTALL 1 -1/2" MANUAL SHUTOFF VALVE AND A NORMALLY CLOSED GAS SOLENOID VALVE (EQUAL TO ASCO CIB821480CSA) KITH 120 VAC COIL. NG CONNECTION TO WATER HEATER (199 MBH). SEE DETAIL ON SHEET P4.1. MAKE CONNECTION TO 2' WATER UNE STUBBED INTO PREMISES BY LANDLORD. PROVIDE ME1ER. PRV AND RPPA TYPE BACKFLOW PREVENTER. VERIFY THAT SERVICE IS ADEQUATE TO SUPPLY 50 P.S.I. AFTER METER AND BACKFLOW PREVENTER. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE N1111 LOCAL CODES. CONTRACTOR SHALL FIELD VERIFY REQUIREMENTS PRIOR TO BID. BID SHALL INCLUDE ALL WORK NECESSARY FOR A FULLY OPERATIONAL SYSTEM. PROVIDE AND INSTALL TANK TYPE WATER HEATER AS SCHEDULED ON SHEET P4.1. SEE WATER HEATER SPEC ON SHEET P4.1 FOR NATIONAL ACCOUNT CONTACT INFORMATION. INSTALL WATER HEATER PER DETAIL ON SHEET P4.1. MIXING VALVE FOR HOT AND COLD WATER SHALL BE 'SYMMONS' SERIES 5 -700 (OR EQUAL) THERMOSTATIC WATER CONTROLLER KITH VACUUM BREAKER AND THERMOMETERS. 1/2 CW & 1/2' HW(1401 TO 3- COMPARTMENT SINK /12. HOSE RINSE SPRAY MUST BE EQUIPPED KW1H AN ATMOSPHERIC VACUUM BREAKER INSTALLED A MINIMUM OF 6' ABOVE FLOOD LEVEL RIM OF RECEPTOR. 3/4" HW(140) TO UPRIGHT DISHWASHER #27A. 1/2 CW & 1/2' HIMo40') TO DISHCOUNTER (DIRTY) #278. 1/2' FCW TO OVEN X48 V.1TH SHUTOFF VALVE. EXTEND 1/2 FCW WITH SHUTOFF VALVE. PRESSURE REGULATOR, WATER PRESSURE GAUGE & FLEX HOSE CONNECTIONS TO OVEN #86. 1/2" FCw TO PROOFER F44A WITH SHUTOFF VALVE. 1/2" FCW & 1/2 HW TO 2- COMPARTMENT SINK #13k 1/2' FCW TO ICE MAKER X230. 3/4" CW TO 4 -POD WATER ALTER #258. 3/4" FCW AND 3/4" DFCW FROM #258. 3/4' FCW .& 1/2 DFCW DROP IN WALL AND EXTEND TO FIXTURES AS REQUIRED. 1/2" DFCW TO CARBONATOR 142C, 1/2' FCW TO TEA BREWER #56 & 1/2" FCW TO ICE MACHINE #238. EXTEND 1/2" FCW TO ESPRESSO MACHINE #61 & DIPPER WELL #26, 1/2" CW & 1/2 HW(120) TO DROP -IN SINK #18. 1/2" CW & 1/2 HWh(14O') UOP SINK MIA. 1/2 FCW TO COFFEE MAKER #56. 1/2 FCW TO SOUP RETHERMAUZER #68. PROVIDE MTh A PRESSURE VACUUM BREAKER OR RPZ UNLESS WATER FILL SPOUT IS AIR GAPPED. INHERE REQUIRED THE WATER PRESSURE BOOSTER PUMP. PACO MODEL# 815A OR EQUAL (CAPABLE OF PROVIDING 20 PSI PRESSURE INCREASE 0 15 GPM MIN.) 11TH 86 GAL HYDRO - PNEUMATIC TANK. 1.5HP. 208V. 3PH. INSTALL PRV ON D$SCHAREGE SIDE OF PUMP. LOCATE ON PLATFORMI ABOVE SERWCE SINK W/t1B ISOLATORS KITH SEISMIC RESTRAINT. VERIFY EXACT LOCATION WITH O'ANER. SEE DETAIL ON SHEET P4.1 25 NG CONNECTION TO FIREPLACE (30 MBH). PROVIDE DIRT LEG AND SHUTOFF VALVE IN ACCORDANCE WITH LOCAL CODE. RUN NG DOWN IN STONE CASE FRAMING. PROVIDE GAS REGULATING VALVE IN FIREPLACE HEARTH BEHIND SECURABLE ACCESS PANEL. • III GAS METER (125') 3/4" WATER HEATER FREEZE PROOF HOSE BIBB WITH INTEGRAL VACUUM BREAKER INSTALL GAS PRESSURE REGULATOR OUTSIDE OF SPACE AS REQUIRED TO REDUCE PRESSURE TO 7" w.c. n (45) i 1 111 I I . 1 1 r 1 RTU -1 UNIT (1301NBH) 1/2" _ DFCW- RTU -2 UNR (13016611} GAS SCHEMATIC I ! i 1 . BF , r k •; DFCW 3 • F ' R " HWR FCW - -- , - - - i _ 1 -- -__.. - '1 - 1/4 1 TO- RTU -3 . . _ -1_i - .---. - 1 /2" FILTERED WATER = WITH i REDUCED PRESSURE BACKFLQW ASSEMBLY (RPBA) (WATTS -009QT OR EQUAL) TO CARBONATOR FOR POST - MIX 'SYSTEM WITH APPROVED PLASTIC PIPE : INSTALLED DOWNSTREAM. (NOTE:. DO NOT INSTALL COPPER PIPE ON CARBONATED SIDE OF RPBA IN ORDER TO PREVENT CARBONIC POISONING PER UPC - 2003 -603 AND "AWWA.") FREPLACE my; MONO • OVEN (37900 ■1111.■ -!- UP� TO' RT n GENERAL NOTES • j-- -r- 1 : ' I • IT 1 i t•' sz 172 2. PLUMBING CONTRACTOR SH ALL PRO.t{ AND INSTALL STOP VALVES AT FINISHED *ALL 9RFACE i 6. COCRC+NWTE LOCATICH Cf ILL PIPING (Sa! TORY AND *ATM NTH OTHER CC4NTR3CTCRS AND ECZIIPUENT SUPPLIERS. 1_ PLUMBING CONTRACTOR SHALL VERIFY WITH THE LOCAL HEALTH DEPARTMENT AND /OR WATER COMPANY AS TO TIE METER ALAS VAlVING ARRANGEMENTS OF THE DOMESTIC WATER SERVICE %MUCH ENTERS THE BUILDING. IF A BACKFLOW PREVENTER AND /OR PRESSURE REDUCING VALVE IS REQUIRED, THE PLUMBING CONTRACTOR SHALL TUNIS I AND INSTALL SAME PER LOCAL AND STATE REQUIREMENTS PLUMBING CONTRACTOR SHALL VERIFY WATER SERVICE (NEW OR EXISTING) IS CAPABLE OF PRINIC96 A maul OF 75 G.P.LL AT A INIMI *N OF 50 P.51 DOANSTREAU OF METERING AliD VA LVING. IAN THE EVENT THAT THE SERVICE CANNOT PROVE ADEQUATE VOUANE/PRESSt1RE THE CONTRACTCR SHALL CONTACT THE OANERS REPRESENTATIVE PRIOR TO CC41UEiN NG ANY xsORK_ 3_ INSULATE ALL &ATER PANG ABM THE LAY -IN WAG AND BELONt THE SL:6. INS1AA ION SHALL MEET OR EXCEED 25/50 FLUE SPREAD AND SMOKE DEVELOPMENT RA.TIIGS. 4. ILL RPM SW IN GI THUS PLAN IS CGNOALEO =BOLE THE LAY-IN (EKING, BELGNT THE FLOOR AND Vi WALLS EXPOSE KWIC IN SPACE 014.Y AT EOMIENT AND FIXTURES. 5. COUPLER ILL • CPX !N ACCORD =NC Ax1H LOCAL CODES AND Ofii AI =NOES. Fcw • • • UP TO RTU -4 I � 1 .6 F 9. FURNISH BURST PROOF BRAIDED FUME CONNECTORS FOR FINAL CONNECTIONS TO S INKS AND OTHER EGL.PI ENT. .. x.. »....-wv "VA..:.''s• -" -..._. TO FIREPLACE 7. SEE ARONTECR*AL PLANS FOR FINAL EQUIPMENT LOCATIONS. COOR0 4ATE KITH EQUIPMENT SUPPLER AND THE GENERAL CONTRACTOR FOR ANAL WAIL LOCATIONS. 8. PRUDE WATER CONINECTIRIS AS REC +J'RED. ANC SIP AND ESOUTO PLATE FOR ALL FL4aL WATER COP NECT1O S 10 f JRMSI! TUDNG AND FITTINGS, AS REOUIRED, FOR ALL FINAL CONNECTIENS. 11. PROVIDE WATTS 009 BACICFLON PREVENTER FOR K:E WORE. TEA BREAM. COFFEE MAKER AND SOL% RETHERUALIVER. PROMO( WATTS 009 BAOCFLON PREVENTER FOR OEM, PROOFER ihYJ HOP SI1C FAUCET. PROMO( WATTS SD-3 STAINLESS STEEL B *OFLO* PREVENTER FOR CARBONATOR. PROVIDE APPROPRIATE BsOfLONt PRE.011ERR AT OTHER_ MU/VENT AS fctOUIRED BY COOS_ 12 THE OVEN REGIMES A IMAM 45 P.S.1. - ALTER PRESS€€£ AT ECINNICTION TO PROPERLY FUNCECi[. CO N1RACTCR SHALL TEST THE •ATER PRESSER£ DO*NSTREAU Of DE WATER FILTER (MTH TIE MEN M HG) TO ?MSt E PROPER PRESSURE MULL PRESSURE BOOSTER N WAS LINE TO PROW.* At €QUOTE PP.ES.,URE- SEE *ATM FETER t AC-RAU Oi %CET P4.1 FOR PfESSURE BOOSTER SPED CATO1 AND LETAXS t8. -1/2" 1 DOMESTIC WATER PIPING AND GAS PLAN SCALE: ,fit = r -o I I i -. i ' UP TO MAU -1 Q - - FCW I I I : •s; I - I 13. PROVIDE PRESSURE REGIP..ATORS AS REOUIRED BY LOCAL CODE ON ALL GAS APPLIANCES 14_ PRO DE AIR CHAMFER TYPE WATER HALa1ER ARRESTORS OR ACCEPTABLE FACTORY MANUFACTURED SUBSTITUTES AT ALL . MATER ROUGH -L4 LOCCATIC41S. 15. FOOTER AND FREEZER SHALL BE PRO.IDED WITH DRY TYPE SPR CLER HEAD COlostCTED TO THE DC4.ESTIC ABATER SERVICE AHEAD Cf SHUTOFF VALVE 16. FOR EQWP.PMENT CO-MOTIONS AND SAS SEE ROUGH -1N PLAN OPI GRA ASNG P22 17. PRO. DE VACUJY BP.EiKOES ON ALL THREADED FAUCETS FELD VER1fY EXACT LOCATIONS OF COSTING SERVICES BEFORE PROCEEDING MTH AMC. :9. PROACE UMW SER LACE COV1EC11ONS TO EQUIPMENT ACCtROt;NG TO THE PLUM AND FIXTURE SCHEDULES C* OGRANING NORTH • -, BAKERY CAFE: #1 215 SYSTEM G2 (WARM) PROTOtYPE UPDATE 2000 Q M V �Z I--- W ~ V =W W= W Li.a IMMIS 8/10/07 ISSUE DATE: 2 -16-07 PROJECT NUMBER A06 - 506 ABOSSEIN PROJECT *270Q0 DESIGNED BY. 08. SH. GNG CHECKED BY AVA I SHEET NO: P2.4 OOUESTTC WATER PIPING AND GAS PLAN OF 7 • • t . • ! © FLOOR N.T.S. 1 -1/2' 3 ; 4 1 3/4 ,fir 1/2' HAND HAND HAND 2 OW_ HAND HIND i. v. uV. SINK SINK MK SIC SRN MK COLD WATER RISER N.T.S. 1/2' 3/4' 3/4' 3/4' I inn 1 1 1/4' 1 / 2 - HAND HAND SW SPAC ROOF FLOOR 1 HAND HAND HAND SINK SINK SINK SINK 3 COMP. SK i FAIR 3/4' I s /4 - I 1/2• iff /2' 1 1 / 2 Hf�r 1 II DIRTY 3 COMP. Mk DISH SK SIC HOT WATER RISER (120 °) HOT WATER RISER (140 °) • N.T.S. • p c 4 • BAKERY CAFE: #121 SYSTEM. G2 (WARM PROTOTYPE UPDATE 2006 o; Wu = oC� LL < 1 I ElO'i is 8/10/07 ISSUE DATE: 2 -16-07 PROJECT HUMBER: A06-506 A9OS EIN PROJECT *27020 DESIGNED BY. 16 $11. GNG CHECxEO BY AVA SHEET NO: P3.1 SAMTARY b WATER PIPING SCHEMATIC OF 7 MAXIMUM SPACING FOR GAS PIPE SUPPORTS STEEL PIPE ( IONTu) SPACING N FEET MR ROD SEA - INCHES 1/2 5 3/8 3/4 TO 1 -1/4 6 3/8 1 -1/2 TO 3 12 1/2 (VERTICAL) 3-1/2 TO 5 EVERY ROOK • HOT WATER RE- CIR1i11 ATWC PUMP BELL. & GOSSETr INRF -22. 120/1/60. AQUASTAT FOR CONTROL OF PUMP HWR(140 ) HMR(110 HW(140) HW(110) CW CONTINUE ON FLOOR PLANS (( 305 t miin) ROOF CONSTRUCTION / SHEET LEAD, STEEL OR ALIMMAI FLASHING CLAMPED INTO FLASHING StEEUE ALL N ABM WIVE MOP N ROOFING N A WATERTIGHT MANNER i r-a- SHUTOFF VALVE (UP CHECK VALVE (TYP) THERMOSTATIC MIXING VALVE (TMV - -1): 'SYUMONS' gS -400 (OR EQUAL) LAIN 12' (305 mm) N.T.S. i -THERUOME TE R ( ) EXPANSION TANK (E1 -0: EX -TROT /ST -20 P2.4 • • L - - VENT STACK - . { EXTENSION 1 N.T.S. w 3/4' 3/4' HOSE THREAD CONNECTION FOR TESTING MIXING VALVE (VACU VACUUM RELIEF UM GAS FIRED WATER HEATER DETAIL l 1- 1/2'x16 GA. GALVANIZED STEEL TRAPS AROUND WATER HEATER. SECURE TO WALL WITH 1/2'x2' BOLTS. SECURE HEATER LEGS WITH 2- 1 /2 -1/2 xi ANGLE CUPS AND BOLT TO PLATFORM WITH 5 /8' ?x41. EXPANSION BOLT owl / BELOW PARAPET // TURN LEAD DOM 12' MIN. NT0 STACK PROVIDE OPTIONAL VENT CAP - `` i 7 CAUUC WATERTIGHT WITH LEAD AND OAKUM ' VAT 74: A LS sA w i OPTIONAL CLAMPING MUM \-MANUFACTURED STACK FLASHING NG SLEEVE ANCHORED N PLACE (PROW FIRE RATED CAUUUWIG THEN REQUIROCI BY LOCAL CODES) VENT STACK OR STACK WIT VENT THRU ROOF DETAIL 3'0 PVC FLUE BY M.C. REFER TO SHEET 114.1. M CONCENTRIC ROOF f'1 1ERWNATION DETAIL f ASME CODE TEMPERATURE & PRESSURE RELIEF VALVE SIZE DIRT LEG 6' LONG GAS FIRED WATER HEATER (MM -1): 'A.O. SMITH' 91H -199. 100 GALLON STORAGE, 227 GPH RECOVERY 0 100F RISE, 199.000 81UH INPUT. FUEL sox DRAIN UNE PIPED TO FLOOR SINK DIELECTRIC WATER HEATER 10 MOUNTED UNION (TYPI - ON PLATFORM & SECURED I.. TO WAIT PAN NTH C PIPED TO FLOOR SWK u SET HEATER IELMAIURE AT 145• FLOOR N.T.S. WORM TO BE BY GENERAL CONTRACTOR. REFER TO ARCHITECTURAL DRAWINGS FOR DETAIL. - 6' TO TOP OF PLATFORM CLEAN OUT AND ACCESS COVER TO BE FLUSH w/ FLOOR LEVEL N.T.S. ROUTE SOT. PIPING TO MNNW /1 /4' PER FOOT SLOPE M11. STAR DISPENSER SHUTOFF BYPASS BRACKET SHUTOFF UNION - ED FLOOR UNE B 4.1 FLOOR CLEANOUT DETAIL WATER REGULATOR PRESSURE GAUGE MOUNT ON WALL 45' FROM LEFT HIND CORNER OF OWN OWN CONNECTION - -1/2" YALE 1/2" FEMALE 3' LONG 3/8' FLEX - STAINLESS STEEL N.T.S. LIEN .86 TO OPERATE 1 11111 SUPPLY WATER PRESSURE BET EN 29 AND 44 P. *WY EXACT REQUIREMENTS 1ITTH OVEN SUPPLER AND SET REGULATOR PER Ufa DIRECTION. DECK OVEN WATER SUPPLY DETAIL VERIFY WITH OWNER FOR WATER SOFTENER PRIOR 10 BIDDING. (WHERE WATER SOFTENER REQUIRED ONLY). N.T.S. NOTE: PROVIDE 3/4• UNIONS AT INLET AND OUTLET 4 -POD WATER FILTER DETAIL 1 -444 L �W GAS GAS LINE FIREPLACE DETAIL RECESSED IN WALL BYPASS SHUTOFF —UNION ac FLUE - SEE SHEET 111 ROUTE NATURAL GAS LIN DOWN 8E1 LEN FRAMEW ORK. 0 y Q 0 GALV. STRAP FASTEN SLEEVE SECURELY 12:32 16 GA GALV. PUITE GAS PIPE PROVIDE GAS REGULATING VALVE PER FIRE PLACE MANUFACTURER'S RECOMMENDATIONS. PROVIDE I411H DIRT LEG. SHUTOFF VALVE AND ACCESS PANEL 1/2' D P2.4 N.T.S. P2.3 1 N.T.S. 7 W M w w w I w 411 SCHEDULE 80 PVC SLEEVE - 6' LONG EXMOOR GRADE (USE 6'0 SLEEVE FOR 3' + 4'0 GAS PIPES) PROVIDE 1/4' GALV. LAG SCREWS COAT 111111 MASTIC 4:4124 TREATED '000 BLOCK GAS PIPE SUPPORT i „ ON ROOF DETAIL N.T.S. • CW r SEE FLOOR PLAN FOR CW PIPE SIZE t BALI. VALVE UNION DISTRIBUTION UNIT WHERE REQUIRED FINISHED FLOOR 1 /4' FALL IN36”. SEE ARCHIECTURAL FLOOR PATTERN DIAGRAM FOR TILE AUTOMATIC TRAP PRIMER VALVE: PRECISION PLUMBING PRODUCTS 1/2" TUBING TO FLOOR DRAWS AS REQUIRED: TYPE SOFT COPPER - NO JOINTS BELOW FLOOR. NQ L TRAP PRIMERS SHALL BE LOCATED IN CEILINGS AND/OR UNFINISHED AREAS ONLY TRAP PRIMER DETAIL FLOOR DRAIN DETAIL c P2.4 \-6 LONG DIRT LEG GAS CONNECTION DETAIL N.T.S. WALL CLEANOUT DETAIL P2.3 N.T.S. NICKEL BRONZE TRACTOR GRATE TOP SEEPAGE OPENINGS ALUMINUM DOME STRAINER CLEAN OUT TEE N.T.S. (i-SH UTOFF VALV GAS PIPE SIZE - SEE FLOOR PLAN VALVE SHUTOFF 14cUI PLI UNIIM ENT FLOOR SINK DETAIL • 7 POUSHED S.S. ROUND ACCESS PLATE MATH COUNTERSUNK SCREW FLUSH W/ WALL SURFACE C.O. PLUG WM1H CENTER TAP TO ACCEPT THREADED ROD. 4" OIA. PLUG MW. FINISH FLOOR i '. . : -. 1 BAKERY CAFE: #1215 SYSTEM. UPDATE 200646 o' M V UUZ WV TW .i. 1— - W= Celf U.Q 1 v 1 !E•r+ts 8/10/07 ISSUE DATE: 2 -16-07 PROJECT ?M.t8ER: A06 -506 SOSSEI? PRO.JEC T 227023 OESIG? ED BY. DB Sly. GIVG CHECKED BY AVA 3 SHEET NO: P4.1 PILNA ONG OETATLS ( OF 7) a PART 1 GENERAL PLUMBING SPECIFICATIONS 1.01 PURPOSE THESE OUTLINE SPECIFICATIONS ARE NOT INTENDED TO COVER ALL NECESSARY ITEMS, BUT TO SERVE AS A WOE TO FURNISH AND INSTALL. A COMPLETE PLUMBING SYSTEM AS DESCRIBED HEREIN. 1.02 SCOPE OF WORK FURNISH AND INSTALL THE PLUMBING SYSTEMS AS SHO11 W ON THE DRAWINGS AND SPECIFIED HERON. THIS SHALL INCLUDE BUT NOT BE UNITED TO THE FOLLOWING: EXCAVATION AND BACKFILL REQUIRED FOR THE INSTALLATION OF ME PLUMBING SYSTEMS. CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF THE PLUMBING SYSTEMS. REMOVALS AS REQUIRED AND /OR AS INDICATED. DOMESTIC WATER SYSTEM INCLUDING PIPING TO ALL FIXTURES OR EQUIPMENT, VALVES, WATER HEATER, ORCULATNG PUMPS, ETC. INSULATION FOR PIPING. SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING PIPING TO AU. FIXTURES OR EQUIPMENT TO A POINT AS INDICATED. GREASE WASTE AND VENT PIPING SYSTEM INCLUDING PIPING TO ALL FIXTURES OR EQUIPMENT TO A PINT AS INDICATED. NATURAL GAS SYSTEM NCLUOING PIPING TO ALL EQUIPMENT. REGULATORS, VALVES. ETC. CONDENSATE OR INDIRECT DRAIN PIPING FROM EQUIPMENT. FIRE STOP INCLUDING SLEEVES THRU RATED WALLS AND FLOORS. ALL VALVES. FITTINGS. HANGERS, SLEEVES,, ESCUTCHEON PLATES. ANCHORS, GUIDES, ETC.. REQUIRED FOR THE PLUMBING SYSTEM INSTALLATION. CHLORINATION. TESTING. ADJUSTMENT AND CLEANING OF AU. SYSTEMS AND EQUIPMENT. INSTRUCTION OF OWNERS PERSONNEL AND OPERATING MANUALS FOR ALL EQUIPMENT. PERMITS, APPLICATIONS, TESTS AND ANY OTHER FEES RELATED TO THIS WORK. SUBMITTALS WARRANTY 1.03 CONTRACT DRAWINGS IN GENERJLL. DRAWINGS ARE SCHEMATIC N NATURE AND ARE INTENDED AS A GUIDE TO THE CONTRACTOR. BUT DO NOT NECESSARILY SHOW ALL DETAILS. OFFSETS. ETC. ALL DRAWINGS ARE TO BE THOROUGHLY INSPECTED. THE CONTRACTOR'S WORK SHALL CONFORM TO THE INFORMATION CONTAINED IN THIS SPECIFICATION AND/OR AS INDICATED N THE LATEST REVISION OF THE DRAWINGS REFERRED TO THEREIN. THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER REGARDING AU. QUESTIONS ON WHICH HE MAY BE IN DOUBT BEFORE PROCEEDING NTH FABRICATION OF PARTS AFFECTED. THE CONTRACTOR SHALL PREPARE ALL ADDITIONAL DETAIL OR FELD INSTALLATION DRAWINGS NECESSARY AT HIS OWN EXPENSE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COMMONS INDICATED ON THE ENGINEER'S LAYOUT DRAWINGS AND DETERMINE W ANY CHANGES ARE REQUIRED N CONDUITS, PIPING RUNS, DRAINS, ETC.. TO AVOID INTERFERENCE MAJOR CHANGES SHALL NOT BE MADE WITHOUT THE APPROVAL Cf THE ENGINEER. WHILE THE DRAWINGS ARE TO BE ADHERED TO AS CLOSELY AS POSSIBLE, THE CONTRACTOR HAS THE RIGHT TO VARY THE RUN OF CONDUITS, PIPING AND /OR DUCTS DURING PROGRESS OF THE WORK AS MAY BE FOUND NECESSARY OR DESIRABLE TO AVOID INTERFERENCES MAJOR RE SHALL BE VERIFIED NTH THE ENGINEER. 1.04 VERIFICATION BEFORE RUNNING ANY CONDUITS, DUCTS, PIPING, ETC., WITHIN THE BUILDING',, THIS CONTRACTOR SHALL ASSURE HIMSELF THAT THEY CAN BE INSTALLED AS CONTEMPLATED WTHOUT TRAPPING OR INTERFERING WITH COLUMNS. BEAMS, PIPING, FIXTURES. ETC. ANY NECESSARY MAJOR DEVIATION SHALL BE REFERRED TO THE ENGINEER FOR ADJUSTMENT BEFORE LINES ARE RUN. AT NO INCREASE N CONTRACT PRICE OF NECESSITY. OPENINGS, SUPPORTING STEEL. FIELD—BUILT CURBS. ELECTRICAL DATA. SPACE REQUIREMENTS, ETC.. WHERE DESIGNED AROUND SPECIFIC PARAMETERS. WHEN THE CONTRACTOR DETERMINES THE MAKE OF EQUIPMENT TO BE PROVIDED FOR THE JOB, IT SHALL BE HIS RESPONSIBILITY TO VERIFY AND COORDINATE UNIT DIMENSIONS WITH THE GENERAL CONTRACTOR AND ALL OMER INTERESTED CONTRACTORS ON THE JOB. IT SHALL ALSO BECOME THE CONTRACTOR'S RESPONSDIUTY TO CHANGE AS NECESSARY. THROUGH THE MIER, ALL REQUIRED OAIENSIONS SO THAT OPENINGS, SUPPORTING STEEL, CURBS. ELECTRICAL DATA. ETC.. Ya1. FIT TIE EQUIPMENT SUPPLIED. ANY ADDITIONAL COST MI BE DE SOLE RESPONI BIUTY OF THIS CONTRACT)IL N ADDITION. ELECTRICAL POWER, INTERLOCK AND CONTROL DIAGRAMS AND PIPING ARRANGEMENTS WERE DESIGNED AROUND ONE SPECIFIC MANUFACTURER IF ADDITIONAL WIRING. PIPING CONTROLS. ETC.. ARE REQUIRED FOR OTHER EQUIPMENT. THIS CONTRACTOR SHALL INCLUDE THE COST OF THE SAME IN HIS PRICE. DIMENSIONS. ELEVATIONS AND RELATIVE LOCATIONS OF EXISTING EQUIPMENT. SEVERS. PIPES, DUCTS. CONDUITS, ETC.. IN PLACE AS SHOWN ON THE DRAWINGS, ARE TAKEN FROM AS —BUILT AND RECORD DRAWINGS AND ARE DEEMED REUABIE ONLY INSOFAR AS GENERAL LAYOUT IS CONCERNED. SUCH DIMENSIONS SHALL NOT BE USED FOR LAYOUT DRAWINGS NOR DETAING OF COMPONENTS THE RESPONSBIHTY FOR CHECKING IN PLACE ITEMS WILL BE THE CONTRACTORS. ALL MEASUREMENTS, THE EXACT DETERMINATION OF RELATIVE ELEVATIONS OR LOCATIONS, THE ASCERTAINING OF ACCURACY OF ALL GIVEN ELEVATIONS AND DIMENSIONS AND THE OBTAINING OF ALL NECESSARY ADDITIONAL INFORMATION TO INSURE THE PROPER FIT AND COORDINATION OF AU. CONDUIT EQUIPMENT, DUCTS. AND PIPING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.05 SITE VISIT ALL CONTRACTORS BIDDING THE WORK INDICATED THROUGHOUT THESE CONTRACT DOCUMENTS ARE REQUIRED TO VISIT. AND THOROUGHLY EXAMINE THE PROJECT SITE AND ITS ASSOCIATED CONDITIONS. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL DOSING CONDITIONS UNDER WHICH THIS WORK MUST BE PERFORMED. ALL CONTRACTORS SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO SUBMITTING A BID PROPOSAL FAILURE TO DO SO SHALL BE DEEMED AS ACCEPTANCE OF EXISTING CONDITIONS, NO ADDITIONAL COMPENSATION WILL BE CONSIDERED FOR ANY DEVIATIONS OR DISCREPANCIES TO THESE PLANS AFTER A CONTRACTOR HAS BEEN SELECTED. 1.06 GUARANTEE THE CONTRACTOR GUARANTEES BY HIS ACCEPTANCE OF THE CONTRACT THAT ALL WORK WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND/OR MATERIALS AND THAT ALL APPARATUS WILL DEVELOP CAPACITIES AND CHARACTERISTICS SPECIFIED. SHOULD ANY DEFECTS IN WORKMANSHIP, AND /OR MATERIALS REQUIRE REDESIGN OF ANY PART OF THE ELECTRICAL, MECHANI CAL. PLUMBING, OR ARCHITECTURAL LAYOUT. ALL SUCH REDESIGN AND AU. NEW DRAWINGS AND DETAILING REQUIRED HEREOF SHALL. NTH THE APPROVAL OF THE ARCHITECT. BE PREPARED BY THE CONTRACTOR AT HIS OWN EXPENSE. WERE SUCH APPROVED DEVIATION REQUIRES A DIFFERENT QUANTITY AND ARRANGEMENT OF DUCTWORK. PIPING. VOTING, CONDUIT AND /OR EQUIPMENT FROM THAT SPECIFIED OR DETAILED ON THE DRAWINGS, NTH THE APPROVAL OF THE ARCHITECT, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SUCH MATERIALS MD/OR EQUIPMENT REQUIRED BY THE SYSTEM AT NO ADDITIONAL COST TO THE OWNER. 1.07 SUBMITTALS AFTER RECEIVING APPROVAL OF EQUIPMENT MANUFACTURERS AND PRIOR TO DELIVERY OF ANY MATERIAL TO JOB SHE AND SUFFICIENTLY IN ADVANCE OF THE REQUIREMENTS TO ALLOW ARCHITECT AMPLE TIME FOR OEOONG. SUBMIT FOR REVIEW DETAILED DIMENSIONED DRAWINGS AND /OR EQUIPMENT CUT SHEETS SHOWING CONSTRUCTION SIZE, ARRANGEMENT. OPERATING CLEARANCES. PERFORMANCE CHARACTERISTICS AND CAPACITY OF MATERIAL AND EQUIPMENT. SHOP DRAWINGS SHALL SHOW THE RATINGS OF ITEMS AND SYSTEMS AND HOW THE COMPONENTS OF AN ITEM AND SYSTEM ARE ASSEMBLED, FUNCTION TOGETHER AND HOW THEY VALE BE INSTALLED ON THE PROJECT. DATA AND SHOP DRAWINGS FOR COMPONENT PARTS OF AN ITEM OR SYSTEM SHALL BE COORDINATED AND SUBMITTED AS A UNIT. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO HAVE THE MECHANICAL CONTRACTOR PREPARE 'AS -BURT' RECORD DRAWINGS N ACCORDANCE WADI THESE CONTRACT DOCUMENTS 1.08 CUTTING. PATCHING & FINISHING PROVIDE CUTTING AND PATCHING OF AU. MATERIALS NECESSARY FOR TINE INSTALLATION AS INDICATED OR SPECIFIED. NEATLY REMOVE AND LEGALLY DISPOSE OF PLUMBING COMPONENTS AND ITEMS NO LONGER IN USE. PROTECT THE STRUCTURE. FURNISHINGS, FINISHES AND MATERIALS ADJACENT TO THE AREA OF CUTTING AND PATCHY PATCH EXISTING FINISHED SURFACES AND EQUIPMENT USING NEW MATERIALS AND METHODS. TO MATCH ADJACENT WORK. UTIUZNG OXPEIRENCED NSTALIFRS. PATCHING OF FIRE RATED PARTITIONS, CEILINGS AND OTHER ASSEMBLIESS, SHALL WATCH THE RATNG OF THE RATED BARRIER YNTH MATERIALS LISTED AND IDENTIFIED FOR SUCH USE. AND SHALL COMPLY WITH APPLICABLE REQUIREMENTS Of THE GENERAL TRADES SPECIFICATIONS. IN AREAS MERE NEW FINISH WORK BY THE GENERA. CONTRACTOR IS NOT INCLUDED N THE PROJECT, THIS CONTRACTOR SHALL REPAIR AND /OR RESTORE FINISHES TO MATCH ADJACENT FINISHES. OPENINGS AROUND PIPING OR N SLEEVES FOR PIPING PENETRATING FIRE—RATED FLOOR SLABS, WALLS, PARTITIONS. COMM OR SMOKE PARTTIONS. SHALL BE SEALED AT BOTH SIDES OF THE PENETRATION. INSULATION SHALL NOT EXTEND THROUGH SLEEVES. PACK OPENINGS WITH CALCIUM SILICATE BLOCK. DOW CORNING 3-6548 RTV SILICON FOAM. 3M CP25 CAULK, OR 30.3 PUTTY FIRE BARRIER SYSTEM OR MATERIAL HAVING THE SAME FIRE —RATING AS THE FLOOR OR WALL PENETRATED. FIBERGLASS IS NOT ACCEPTABLE. 3.09 CONNECTIONS TO EXISTING WORK PLAN THE INSTALLATION OF NEW WORK AND CONNECTIONS TO EXSTING WORK TO INSURE RI ERFERENCE VIM THE REGULAR OPERATION OF THE COSTING FATUTES SUBIAT TO THE ARCHITECT, FOR HIS APPROVAL, A PROGRESS SCHEDULE NDICATNG ALL NECESSARY TEMPORARY SHUTDOWNS OF COSTING SERVICES. ALL SHUIDONNS SHALL BE MADE AT SUCH TINES AS WILL NOT INTERFERE WITH REGULAR OPERATION OF THE EXISTING FACILITIES AND ONLY AFTER WRITTEN APPROVAL FROM TIE ARCHITECT. 1.10 NEW WIOMC UNLESS OTHERWISE NOTED. ALL WORK INDICATED THROUGHOUT THESE DRAWINGS SHALL BE CONSIDERED TO BE NEW MANIC AND SHALL BE INCLUDED AS AN INTEGRAL PART OF THIS CONTRACT. 1.11 CLOSE —OUT CONTRACTOR SHALL PROVIDE FIELD TESTING, CHECK —OUT AND SYSTEM DEMONSTRATIONS TO OWNER TO ASSURE PROPER PERFORMANCE AND ADJUSTMENT OF ITEMS PROVIDED UNDER THE CONTRACT. REMOVE ALL DEBRIS CREATED BY THE CONSTRUCTION WORK AND CLEAN AU. EQUIPMENT. AIR DEVICES, ETC.. INSIDE AND OUTSIDE. PROVIDE HARDBOUND BINDER WINCH INCLUDES: COPIES OF EACH SHOP DRAWING, PREVENTATIVE MAINTENANCE PROCEDURES, OPERATION AND INSTRUCTION MANUALS, UTERATURE SUPPUED WWTH PLUMBING EQUIPMENT. AND A UST OF ALL CONTRACTOR'S PURCHASE ORDERS 11TH SUPPLIERS, NAMES, ADDRESSES AND PHONE NUMBERS. FOR ALL MATERIALS. PROVIDE AT LEAST 2 HOURS OF INSTRUCTION TO PERSONNEL SELECTED BY THE OWNER, TO FAMILIARIZE THETA WITH THE LOCATION OF SIGNIFICANT EQUIPMENT, TRAIN THEM ON EQUIPMENT FUNCTIONS. REVIEW MAINTENANCE PROCEDURES AND COORDINATE INFORMATION AVAILABLE IN THE CLOSE —OUT BINDER. 1.12 REFD STANDARDS ASME B31.9: 'BUILDING SERVICES PIPING" FOR MATERIALS, PRODUCTS, AND INSTALLATION. SAFETY VALVES AND PRESSURE VESSELS SHALL BEAR THE APPROPRIATE ASME LABEL 1997 UNIFORM PLUMBING CODE & ORDNANCE 118964, 20312 AND 1999 BOCA NATIONAL BUILDING CODE Sc ORDNANCE 120311. NATIONAL RECOGNIZED TESTING LABORATORY AND IEMA COMPLIANCE (NRTL) HANGERS. SUPPORTS AND COMPONENTS SHALL BE LISTED AND LABELED BY A NRTL WHERE USED FOR FARE PROTECTION PIPING SYSTEMS. THE TERM 'NRTL' SHALL BE DEFINED IN OSHA REGULATION 1910.7. 1.13 QUALITY ASSURANCE TESTING AND INSPECTION PROCEDURES ARE REQUIRED TO BE IMPLEMENTED ON THIS PROJECT AND SHALL COMPLY NTH ALL APPLICABLE PORTIONS OF ANSI B31.1. 'CODE FOR PRESSURE PIPING' LATEST EDITION. PART 2 PRODUCTS THE MANUFACTURERS REFERENCED THROUGHOUT THIS OUTLNE SPECITCATION ARE INCLUDED AS A BASIS OF DESIGN. SUBMISSION OF ALTERNATE MANUFACTURERS OF SIMILAR EQUIPMENT IS SUBJECT TO ENGINEER APPROVAL UNITS OF EQUIPMENT. OTHER THAN THOSE LISTED AS THE BASIS OF DESIGN. MUST BE PROVEN TO BE PHYSICALLY ACCEPTABLE, N ADDITION TO MEETING ALL PERFORMANCE AND EQUIPMENT SPECIFICATIONS. LIABILITY OF NON — CONFORMANCE SHALL LIE NTH THE CONTRACTXR/SUBIdIIT1ER. =JIM: A. SANITARY WASTE — INSIDE BUILDING UNDERGROUND ASPHALT — COATED SERVICE WEIGHT CAST IRON, HUB AND SPIGOT WITH NEOPRENE RUBBER GASKET. PLASTIC PVC, SCHEDULE 40 ASTM D2665 --82, DWV NTH SOLVENT WELDED SOCKET JOINTS. D. SANITARY WASTE & VENT — NS DE BUILDING ABOVEGROUND ASPHALT — COATED SERVICE WEIGHT CAST IRON. HUB AND SPIGOT NTH NEOPRENE RUBBER GASKET. ASPHALT— COATED SERVICE WIGHT CAST IRON, HUBLESS END. JOINTS FOR SANITARY AND VENT 'CLAMP —ALL' 180. PLASTIC PVC, SCHEDULE 40 ASTM D2665 -82. OW WITH SOLVENT WELDED SOCKET MINTS (NOT PERMITTED IN RETURN AIR PLENUMS). C. DOMESTIC WATER — INSIDE BUILDING UNDERGROUND TYPE 'K SOFT COPPER TUBE ASTM 888 -83A WITH NO JOINTS F POSSIBLE. OTHERWISE SOLDERED WITH PRESSURE RATED FITTINGS. D. DOMESTIC WATER — INSIDE BUILDING ABOVEGROUND 3' AND SMALLER: TYPE 'L' HARD TEMPER COPPER WITH SOLDERED JOINTS AND WROUGHT STANDARD %EIGHT PRESSURE RATED FITTINGS E, RELIEF VALVE DISCHARGE TYPE 'L' COPPER NTH SOLDERED JOINTS AND WROUGHT STANDARD WEI HT FITTINGS. F. NATURAL GAS — INSIDE BUILDING ABOVEGROUND 2' AND SMALLER. LESS THAN 5 PSI SCHEDULE 40. BLACK STEEL, ASTM A -53 WITH SCREWED JOINTS AND 1501 BLACK MALLEABLE IRON FITTINGS. 203 VALVES A_ DOMESTIC WATER PIPING BALL — 125 PS. BRONZE BODY. TEFLON TRW, 'WATTS' B-6000 NTH EXTENDED HANDLE SLEEVE FOR INSULATION. CHECK — 125 PSI. BRONZE BODY AND TRIM. 'CRANE' 37 B. NATURAL GAS PIPING BALL, 2' AND SMALLER: 125 PSI, SCREWED ENDS. BRONZE BODY. TEFLON TRIM, 'WATTS" B -6000. C. APPROVED MANUFACTURERS WATTS, CRANE, GRNNELL. NORDSTROM. NIBCO, STOCKHAM SLOTH, MILWAUKEE. 2,04 PLUMBING SPECIALTIES A. WATER HAMMER ARRESTER (NHA) WATER HAMMER ARRESTER SHALL BE AS MANUFACTURED BY 'PRECISION PLUMBING PRODUCTS, INC.' (SIZE TO CORRESPOND NTH PLUMBING AND DRAINAGE INSTITUTE STANDARD POI — WH2O1 AND ASSE 11010 STANDARD). APPROVED MANUFACTURERS: PRECISION PLUMBING PRODUCTS OR ZURN. D. PRESSURE BACKFLOWVENTION DEVICE BACKFLOW PREVENTION DEVICE SHALL BE TESTED AND CERTIFIED UNDER ASSE STANDARD /1013 USCFCC MANUAL, AWWA STANDARD C506 AND BE APPROVED BY EPA, LOCAL AND STATE CODES. (1/2' THRU 2 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE SHALL INCLUDE SHUTOFF VALVES, STRAINER, TEST COCKS, AND FULL SIZE DRAIN NTH AIR GAP CONNECTION DEVICE. 'WATTS' 009—S. APPROVED MANUFACTURERS: WATTS, COMBRACO, WIIONS, FEB O. C. TRAP PRIMER TRAP PRIMER VALVE SHALL AUTOMATICALLY MAINTAIN A CONSTANT WATER SEAL IN UP TO FOUR FLOOR DRAIN TRAPS. UNIT SHALL BE MACHINED OF CORROSION RESISTANT BRASS AND CONTAIN NO SPRINGS OR DIAPHRAGMS. ADJUSTABLE TO HIGH OR LOW WATER PRESSURE. INLET OPENING 1/2' MALE NPT, OUTLET 1/2' FEMALE PIPE 'PRECISION PLUMBING PRODUCTS, NC. PRIME—RITE' (PR -500). TRAP PRIMER PIPING SHALL PITCH TOWARD THE DRAIN TRAP. MINIMUM OF 1/8' PER FOOT. APPROVED MANUFACTURERS: PRECISION PLUMBING PRODUCTS. D. THERMOMETER PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL DIGITAL THERMOMETER WITH VARIABLE ANGLE DISPLAY SIMILAR TO WEISS MODEL SERIES 'DVBM'. ZOIMMINOMMAIM A. GENERAL THE CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT ALL PLUMBING FIXTURES AND SPECIALTIES. AND TRIM AS SHOWN ON THE DRAWINGS AND AS HEREINAFTER DESCRIBED IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION. MOUNTING HEIGHTS. ETC.. OF FIXTURES NTH THE PLUMBING AND ARCHITECTURAL ORAVANGS B ACCESSORIES AND TRIM PLUMBING FIXTURES SHALL BE COMPLETE, NTH AU. REQUIRED TRIP, NCLUDING FAUCETS. WASTE PLUGS, TRAPS, SUPPLIES. STOP VALVES. ESCUTCHEONS. BOLT CAPS AND ALL NECESSARY HANGERS, CARRIERS. PLATES, BRACKETS. ANCHORS AND SUPPORTS. C. FIXTURE SETTING FIXTURES SHALL BE SET IN A NEAT. FLESHED, AND UNIFORM MANNER. MAKE THE CONNECTIONS TO ALL FIXTURES AT RIGHT ANGLES TO THE WALL. UNLESS OTHERWISE DIRECTED. ALL FIXTURES REQUIRING TRAPS SHALL BE FURNISHED WTH HEAVY DUTY CHROME PLATED CAST BRASS TRAPS. TAIL PIECES AND TUBING DRAINS. E. STOPS AND RISERS ALL FIXTURES SHALL BE FURMSIED NM HEAVY DUTY COMMERCIAL GRADE SUPPLY STOPS, LOOSE KEY TYPE WITH OHROME PLATED FLEXIBLE RISERS. F. FDCLURE 9 lfOULE REFER TO THE FIXTURE SCHEDULE ON DRAWINGS FOR ADDITIONAL REQUIREMENTS G APPROVED MAMWACTIRERS FIXTURES — KOHLER. AMERICAN STANDARD. CRANE. EL.ER, RAT, SWAN FLUSH OUETERS — SLOAN, ZURN FAUCETS — KOHLER. AMERICAN STANDARD. CRANE. EL•ER. EUCAY, DELTA, MOEN, SPEAKMAN, CHICAGO, SIMMONS MIXING VALVES — POSERS, LEONARD. WANTONS STAINLESS STEEL SINKS — ELKAY. JUST A INSULATION ALL INSULATION. UNLESS OTHERWISE NOTED, SHALL HAVE A COMPOSITE RATING INCLUDING INSULATION ADHESIVES. JACKET, ETC.. AS FOLLOWS. THE COMPOSITE ASSEMBLY SHALL HAVE A FLAME SPREAD RATING NOT OVER 25 AND A SMOKE DEVELOPED RATING NOT HIGHER THAN 50. NSULAI1ON SHALL BE MANUFACTURED BY OWENS—CORNING. KNAUF OR ARMSTRONG AND THERMALLY EQUIVALENT TO THE OWENS—CORNING MATERIALS SPECIFIED. THE PIPING INSTALLATION MATERIAL SHALL BE A UL— RATED, NON COMBUSTIBLE PIPE INSULATION RECOMMENDED FOR BOTH HOT AND COLD PIPING. INSULATION SHALL BE HEAVY DENSITY SECTIONAL PIPE INSULATION JACKETED WTH AN EMBOSSED VAPOR BARRIER LAMINATED ALL— SERVICE JACKET WITH SELF— SEALNG LAP ADHESIVE. LAP AND SEAL ALL JOINTS TO INSURE VAPOR BARRIER. THERMAL CONDUCTIVITY (K) SHALL NOT EXCEED 0.24 BTUH SQUARE FOOT FINCH. INSULATION SHALL EQUAL OWENS—CORNING FIBERGLASS 25 ASJ/SSL THICKNESS AS PER TABLES IN OTHER SECTIONS OF THESE SPECIFICATIONS. IF STAPLES ARE USED ON COLD WATER LINES, APPLY WHITE VAPOR BARRIER MASTIC OVER STAPLES. AT HANGERS. PROVIDE GALVANIZED SHIELD EXTENDING 12' ON EACH SIDE OF HANGER. MERE FIBERGLASS INSULATION ON PIPING IS USED. PIPE FITTINGS SHALL BE COVERED WITH INSULATING CEMENT OF A THICKNESS EQUAL TO ADJACENT PIPE INSULATION AND WRAPPED WITH GLASS CLOTH. IN LIEU OF BUILDING UP A FITTING NTH INSULATING CEMENT. A PREFORMED INSULATING ATM COVER SUCH AS ZESTON 25/50 RATED PVC INSULATED FITTING COVER NTH FIBERGLASS INSERT MAY BE USED. ONLY INSULATING MATERIALS MEETING THE 25/50 FLAME SPREAD AND SMOKE DEVELOPED RATINGS ARE ALLOWABLE N AIR DUCTS, AIR CHASES OR AIR PLENUMS. N LIEU OF FIBERGLASS, DOMESTIC HOT AND COLD WATER NTH 1 2' PIPE SIZE PL 1/2' THICK 25/50 RATED CELLULAR PLASTIC FOAM INSULATION (EQUIVALENT TO AP ARMAFLEX) MAY BE USED AT CONTRACTOR'S OPTION. INSULATION SHALL BE APPLIED N ACCORDANCE NTH MANUFACTURER'S WRITTEN INSTRUCTIONS. AT HANGERS. PROVIDE GALVANIZED SHIELD EXTENDING 12' ON EACH SIDE OF HANGER. B. PIPING INSULATION THICKNESS DOMESTIC COLD WATER_ 2 AND BELOW — 1/2 THICK DOMESTIC HOT WATER & RECIRC; I' AND BELOW — 1 2 THICK 1- 1/4'TO4' -1 THICK A L LAVATORES EXPOSED PIPING SUCH AS P—TRAPS. HOT AND COLD WATER SUPPLIES AND STOP VALVES SHALL BE PROVIDED NTH PRE — FABRICATED INSULATION KITS SIMILAR TO 'TRUE —BRO' HIANDI —LAV GUARD KIT MODEL 1102W. APPROVED MANUFACTURERS: TRUE —BRO. SKAL GARD AND INSUL —TECT. DOMESTIC HOT WATER ACCESSORIES & EQUIPMENT: VALVES„ FLANGES, STRAINERS. AIR ELNINATORS,, AND EXPANSION TANKS. COLD WATER ACCESSORIES & EQUIPMENT: VALVES, FLANGES AND STRAINERS. PART 3 EXECUTION A. ALL EQUIPMENT INSTALLATION PROCEDURES SHALL BE BASED ON FUNDAMENTAL ENGINEERING AND CONSTRUCTION PRINCIPLES N CONFORMANCE NTH AU. APPLICABLE CODES. STANDARDS AND ORDINANCES. B. THE PLUMBING CONTRACTOR SHALL INSTALL ALL PLUMBING EQUIPMENT IN CONFORMANCE NTH MANUFACTURER ISSUED INSTRUCTIONS AND RECOMMENDATIONS. C. THE PLUMBING CONTRACTOR SHALL NOT (KNOWINGLY INSTALL WORK THAT IS N ERROR D. PROVIDE ONE (1) YEAR WARRANTY ON AU. LABOR AND MATERIALS UNLESS NOTED OTHERWISE. E. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES REQUIRED FOR MS WORK F. THE PLUMBING CONTRACTOR SHALL PROVIDE AS —BUILT DRAWNGS OF HIS COMPLETED WORK. G. THE SYSTEMS REPRESENTED N THESE CONTRACT DOCUMENTS HAVE THE INTENT OF PROVIDING ENERGY — EFFICIENT, SAFETY AND COMFORT FOR THE PROPOSED FACUTY. H. THE PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK METH ALL OTHER R TRADES ON THE PROJECT. volHa I - . , ..••■ . 0 • 0 • BAKERY CAFE: # 121 5 SYSTEM G2W ARR% PRO TOTYPE UPOA f 2OO Q 8 LUV W W = = a cele LI-Q \` I � IOEPntS 8/10/07 I ISSUE DATE: 2 -16-07 PROJECT MJUBER: AC6 -506 ABOSSEIN PROJECT s27020 DESIGNED BY. 08. Sri GIG G CHEO<ED 8 ( AVA SHEET NO: P4.3 PLUMBING SPEC TEONS ( OF 7) t 1 MARK ITEM NAME V PH A ROUGH -IN DE V. ICE MACHINE 120/208 14 0 72' Aff K2: MACHINE - ,REMOTE CONDENSER W w ON Roof _ ICE MACHINE 120/208 7.5 0 72' AFF V BOTTLE SOFINER 120 1 4 0 15' Aff Q O HOT WATER DISPENSER 120 1 4.3 IN CASEWORK Q flA DISHWASHER , 120 1 12 0 66' AFF 0 CASH REGISTER 120 1 5 Q 46 CASEWORK/ Q PRINTER 120 1 2 ®cASEV1ORK/ FAX MACHINE 120 1 4 0 46" Aff Q MONITOR 120 1 4 IN CASEWORK/ CREDIT CARD READER 120 1 2 IN CASEWORK/ , O X CARBONATOR PUMP 120 1 10 0 24' AFF Q O O PROOFER 208 3 21 0 108' AFF EP PROOFER LIGHTING 120 1 15 0 108' Aff Q ® MEAT SLICER 120 1 9.8 0 48' Aff Q O+ O DOUBLE RACK OVEN 208 3 7 0 96' AFF EY OVEN CONTROLS 120 1 5 0 96' Aff Q O BREAD SUCER 120 1 6.5 0 24' AFF Q S� O I SANDWICH PREP -TO 72• 120 1 8.5 0 24" Aff Q ® SOOAJtCE DISPENSER 120 1 4 0 72" AFF Q 0 UN - COUNTER REFRIGERATOR 120 1 4.5 0 24' AFF Q O UNDER-COUNTER R 120 1 4 / IN CASEWORK Q O REFRIGERATOR UNDER-COUNTER 120 1 4.5 0 24' AFF Q O TEA BREWER 120 1 15 0 24' AFF Q O COFFEE MAKER 120/208 3 32 0 46' AFF Q O ESPRESSO GRINDER 120 1 15 IN CASEWORK Q OY ESPRESSO MACHINE 208 1 212 IN CASEWORK 4, ® MICROWAVE 120 1 12 0 24' AFF Q O SOUP STATION 208 1 12.5 0 15' AFF rgir O SOUP STATION 208 1 16.7 0 15' AFF ® SOUP RETHERMALIZER 208 3 16.7 0 12' Aff lib ® GLASS DISPLAY CASE 120 1 11.5 IN CASEWORK 0 O COOLER COMPRESSOR s s s * ON ROOF 0' O COOLER EVAPORATOR s s s 0 COOLER CLG Q O DOUGH DO COOLER COMPRESSOR $ * 4 * ON ROOF DI KY t=/ DOUGH COOLER EVAPORATOR s s 4 0 COOLER CLG Q O FREEZER COMPRESSOR s s * * ON ROOF O' O FREEZER EVAPORATOR s s * 0 FREEZER a_ Q O HOLDING CABINET 120 1 19.1 0 24' AFF litt OZ CONVEYOR TOASTER 120/208 1 21.1 0 24' Aff 40 O BEVERAGE 120 1 5.5 0 24' AFF Q O GE 120 1 3.3 IN CASEWORK Q O SALAD PREP 120 1 10 0 24' AFF Q O BAGEL SLICER 120 1 6 0 24' AFF Q ® SLENDER 120 1 11.6 WI CASEWORK Q O SANDWK2i TOASTER 120/208 1 15.6 0 24' AFF d O HEATED SHELF 120 1 2.08 IN CASEWORK Q O DECK OVEN - DECK 208 ** 3 22 S D EA1 4 ® DECK OVEN - FMI 208 ** 3 6 S DEEA1 do O �SM1CH TOASTER 120 1 .1 0 24' AFF Q Q INSECT UGHT 120 1 .65 084' AFF 0 Q AIR CURTAIN 120 1 10 090' AFF 0 a ELECTRICAL ROUGH -INS w - ELECTRICAL SUPPLY FOR REMOTE CONDENSER SUPPLED FROM ICE MAKER X - CARBONATOR PUMP & SODA DISPENSER SHARE SAME RECEPTACLE Y - CONTRACTOR VERIFY CONNECTION DEVICE 111TH EQUIPMENT MANUFACTURER Z - NEMA L6 -30R RECEPTACLE + PROMOS /10 WIRE PER MANUFACTURER • VERIFY ** DECK OWN AVAILABLE IN 480V FOR PROLECTS WHERE 480V IS UTILIZED I ICE MACHINE VA.4RIES STORE TO STORE, WRWY SPECIFICATIONS 1111H CUT SHED'S If VERIFY REQUIREMENT OF EQUIPMENT %NTH LOCATION. r j SCHEDULE: ROUGH-IN SYMBOLS Q DUPLEX RECEPTACLE Q 61.1. DUPLEX RECEPTACLE ISULATEO (ROUND DUPLEX RECEPTACLE (HUBBELL 1G53"9 2 1 ORANGE OR EQUAL) O JUNCTION BOX • DISCONNECT SWITCH HEAVY DUTY RECEPTACLE - VERIFY VELA CONFIGURATION ROUGH -IN FOR TELEPHONE VOICE UNE _ UNLESS NOJEO OTHERWISE - - - -�- ROUGH -1N FOR IELEPFIOFIE DATA LINE OR OATAC011 i UNLESS NOTED OTHERWISE SEE SHEET E4.1 FOR ROUGH —IN REQUIREMENTS AT OFFICE. t r1 I • 1 7' -3" • CARBONATOR PUMP (CORD CONNECTED) 5' -7 • i•: 6'- T3/ " 4 wr _ GFCI �66 no • ,' 1 6Fgi +24 mmwe • 46: 1 • - _ I • 1: ;46 46' IN CA s i i_ 0 &- +24' Pro = = 170 _ MSDRK 39-10 - I 1 11 CA 5' 5' -6y4" WORK o , • . . + • 1'Y4 1Y2 -- O RECEPTACLES O RECEPTACLES Oc , RECEPTACLES - O RECEPTACLES O RECEPTACLES O RECEPTACLES O RECEPTACLES O HEAT TAPE O WATER HEATER CONTROLS • : " 4 i ELECRICAL ROUGH -IN PLAN NORTH Ir24' GfCI • •.. V 120 120 120 120 120 120 120 - 4 sari 1o" 10,4" 120 I 1 120 I 1 ELECTRICAL ROUGH -INS 11' - _ A _ _ ROUGH -IN 1 20 0 15' AFF 1 1 20 10 42' AFF O 24' AlT N HA FAVA.L 20 BASE OF BOOTH -- - 20 0 :r AFF 1 1 1 1 1 20 20 048' AFF 20 T IN FLOOR 4 4 NOTE: THERE ARE MANY CHOICES OF EQUIPMENT FOR FRANCHISEES TO CHOOSE FROM. EQUIPMENT SPECIFICATIONS SHOULD BE VERIFIED WITH ARCHITECT SUPPUED EQUIPMENT SCHEDULE. OEV. Q Q Q Q Q Q PLATFORM VERIFY -9y4" (SEE SHEET E2.2) REMARKS TAMPER RESISTANT DUPLEX RECEPTACLE - PASS & SEYMOUR LEGRAND CATALOG NO. 1863- COLOR 8LACK. GFl RECEPTACLES ROUTE CONDUIT BELOW FLOOR TO NEAREST WALL WHICH ENGAGES CEILING. ROUTE WIRE MSIDE BOOTH TO HALF -WALL, THEN RUN CONDUIT BELOW FLOOR TO NEAREST WALL EXTENDING TO C IUNG. TAMPER RESISTANT DUPLEX RECEPTACLE - PASS & SEYMOUR LEGRAND CATALOG NO. TR63 -COLOR BLACK GFCI GFI RECEPTACLES ROUTE CONDUIT BELOW FLOOR TO NEAREST WALL WHICH ENGAGES CEIMIG. FOR FREEZER CONDENSATE UNE PROVIDE ROUGH -IN AND not CONNEC1ION. 2' -4" • 1" V F . 1: t - -'.. ..s i,.—.ar —: BAKERY CAFE: #1215 SYSTEM: G2 M PROTOTYPE UPw Imam 8/10/07 1 ISSUE DATE: 2 -16-07 PROJECT R: A06 -506 ASOSSEIN PROJECT *27020 DES BY C6. SH. GNG Cf*ECKED BY. AVA 1 L SHEET NO: E2.1 KITCHEN EQUIPMENT POWER PLAN • ELECTRICAL ROUGH -INS MARK Q# ITEM NAME V PH A ROUGH -IN DE V. ICE MACHINE 120/208 14 0 72' AFF O/ REMOTEM W w ON ROOF Q# ® ICE MACHINE 120/208 7.5 0 72' AFF BOTTLE SOFTNER 120 1 4 0 15" AFF 0 O HOT WATER DISPENSER 120 1 4.3 IN CASEWORK ' ne DISHWASHER 120 1 12 0 66' AFF O CASH REGISTER 120 1 5 IN CASEWORK/ 8 AR MT e O CREDIT CARD READER 120 1 2 0 IN CASEWORK/ 4 FAX MACHINE 120 1 1 1 4 4 10 0 46' AFF CASEWORK/ 0 IN 46 AFF 0 24' AFF 1 1 a, e O MONITOR 120 120 OX CARBONATOR PUMP O PROOFER 208 3 21 0 108' AFF D O PROOFER LIGHTING 120 1 15 0 108' AFF al O MEAT SLICER 120 1 9.8 0 48' AFT O+ DOUBLE RACK OVEN 208 3 7 O96' AFT [i 0 OVEN CONTROLS 120 1 5 0 96' AFF O BREAD SLICER 120 1 6.5 0 24' AFF SANDWICH PREP -TOP ,72" 120 1 8.5 0 24' AFF IP OX SODA/ICE DISPENSER 120 1 4 0 72' AFF qp O R 120 1 4.5 0 24' AFF 0 e UNDER- COUNTER A TOR 120 1 4 0 24' AFf IN CASE ip 0 UNDER-COUNTER REFRIGERATOR 120 1 4.5 0 24' AFT O TEA BREWER 120 1 15 02e AFF 4 O COFFEE MAKER 120/208 3 32 0 46' AFF e ESPRESSO GRINDER 120 1 2.5 N CASEWORK • air ESPRESSO MACHINE 208 1 21.2 1N CASEWORK 4) e MKROWAVE 120 1 12 0 24' AFF go e SOUP STATION 208 1 12.5 0 15' AFF e e SOUP STATION 208 1 16.7 0 15' AFT 4) O SOUP RETHERMAUZER 208 3 16.7 0 12' AFF O GLASS DISPLAY CASE 120 1 113 N CASEWORK Q COOLER COMPRESSOR t s s t ON ROOF 0.1 O COOLER EVAPORATOR s t t 0 COOLER a_c Q O FRESH DOUGH COOLER COMPRESSOR t * s s ON ROOF 13 O FRCOOLEESH DOUGH R EVAPORATOR * * * 0 COOLER CIA O FREEZER COMPRESSOR • s t t 01,1 ROOF D1 e FREEZER EVAPORATOR * t t 0 FREEZER CL t- Q O HOLDING CABINET 120 1 19.1 0 24' AFF 02 CONVEYOR TOASTER 120/208 1 21.1 0 24' AFF do 0 0�4EI+t5fR 120 1 5.5 0 24' AFF 9 sBTRAGE 120 1 3.3 N CASEWORK 9 O SALAD PREP 120 1 10 0 24' AFT 9 O BAGEL SUCER 120 1 6 0 24' AFF 9 O BLENDER 120 1 11.6 N CASEWORK g ® SANDWICH TOASTER 120/208 1 15.6 0 24' AFF w 6 e HEATED SHELF 120 1 208 IN CASEWORK Q O DECK OWN - DECK 208" 3 Y2 SEE DETAIL SHEET E51 4 _ O DECK OVEN - FAN 208" 3 6 SHEET DETAIL 4 O 1 S WI TOASTER 120 1 .1 0 24' AFF 9 Q INSECT LIGHT 120 1 .65 0 84' AFF Q J 0 - AIR CURTAIN 120 1 i 10 0 90' AFF Q t • W - ELECTRICAL SUPPLY FOR REMOTE CONDENSER SLUPPUED FROM ICE MAKER X - CARBONATOR PUMP & SODA DISPENSER SHARE SAME RECEPTACLE Y - CONTRACTOR VERIFY CONNECTION DEVICE UM EQUIPMENT MANUFACTURER Z - NEW L6 RECEPTACLE + PROVIDE 110 ME PER MANUFACTURER • VERIFY ss DEM OWN AVAILABLE IN 480V FOR PROJECTS *ERE 480V IS UTILIZED # ICE MAQ#NE VARIES STORE TO STORE, VERIFY SPECEWCATIONS WITH CUT SHEETS If VERIFY REQUIREMENT OF EQUIPMENT V111H LOCATION` NOTE: THERE ARE MANY CHOICES OF EQUIPMENT FOR FRANCHISEES TO CHOOSE FROM.. EQUIPMENT SPECIFICATIONS SHOULD BE VERSED VIM ARCHITECT SUPPLIED EQUIPMENT SCHEDULE. • Ki- 28 ICI -27 SEE ONE -LINE DIAGRAM AND PANEL SCHEDULES ON SHEET E4. PROVIDE ROUGH -IN AND FINAL CONNECTION TO ROOFTOP UNIT. ROOFTOP UNIT- LIOUNTED DISCONNECTING DEANS SUPPLIED BY EQUIPMENT MANUFACTURER. MAKE FINAL CONNECTION TO UNIT - MOUNTED WEATHERPROOF Gil SERVICE RECEPTACLE PROVDED BY EQUIPMENT MANUFACTURER. PROVIDE SEPARATE STEP -DOWN TRANSFORMER CONNECTED AHEAD OF EQUIPMENT DISCONNECTING MEANS TO SUPPLY 120 -VOLT, SINGLE -PHASE POWER TO RECEPTACLE. RECEPTACLE SHALL NOT BE CONNECTED 10 THE LOAD SIDE OF EQUIPMENT DISCONNECTING MEANS. SEE NEC ARTICLE 210.63. COORDINATE WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER. SEE DETAILS ON SHEET [4.1 FOR LOCATION AND CIRCUIT OF RECEPTACLES IN OFFICE AREA. ALL WIRING TO DEVICES IN FRONT COUNTER SHALL BE RUN IN CABINETRY OR IN CASING. RUN CONDUIT BELOW SLAB TO NEAREST WALL WHICH ENGAGES CEILING FOR CIRCUITING "HOME RUNS ". EACH ISOLATED GROUND CIRCUIT SHALL BE RUN IN SEPARATE CONDUIT. ROUTING OF CONDUIT BELOW FLOOR SHALL BE IN SUCH A WAY AS TO MINIMIZE CHANNELING OF SLAB AND AMOUNT OF CONDUIT. CPI PANEL GFCI +24" F K1 -26 +15' . Gfa . .,..- ..I Y +72' +15" • K1 -10.12 i`.L`:1_r K1 -11 i SODA/ICE DISPENSER 1(1 -39 RECEPTACLES FOR EQUIPMENT NOS.: 53A, 55C, AND 64 (P1 THE FRONT UNE) SHALL BE FLUSH- MOUNTED AND RECESSED INTO CASEWORK. PROVIDE ROUGH -IN AND FINAL CONNECTION TO RACK OVEN HOOD EXHAUST FAN. DRAFT INDUCER MOTOR, AND PRESSURE SWITCH. FAN SHALL BE INTERLOCKED WITH OVEN TO RUN WHEN OVEN IS ON. FAN POWER TO BE FED FROM OVEN CONTROL CIRCUIT. SEE WIRING DETAILS ON MECHANICAL SHEETS. COORDINATE WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER. PROVIDE ROUGH -IN AND FINAL CONNECTION TO MAKE -UP AIR UNIT ON ROOF. UNIT SHALL BE INTERLOCKED WITH RACK OVEN AND RACK OVEN HOOD EXHAUST FAN TO RUN WHEN OVEN IS ON. SEE WIRING DETAILS ON MECHANICAL SHEETS. PROVIDE WEATHERPROOF 611 SERVICE RECEPTACLE. RECEPTACLE SHALL NOT BE CONNECTED TO THE LOAD SIDE OF EQUIPMENT DISCONNECTING MEANS. SEE NEC ARTICLE 210.63. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE 110 AWG WIRE FOR RACK OVEN POWER PER MANUFACTURER REQUIREMENTS. SERVICE • • • •v +24' +24' IGP -27 • r CARBONATOR PUMP (CORD CONNECTED) . 1 1 ;U01 1 -1z j a +15' IGP -22,24 +15' C1.1 E N `T-46".!! +24' _ q' PROVIDE ROUGH -IN AND FINAL CONNECTION TO COFFEE MACHINE. PROVIDE 'LOCK -OUT' TYPE CIRCUIT BREAKER IN PANEL M. PROVIDE ROUGH -IN AND FINAL CONNECTION FOR DECK OVEN. COORDINATE ELECTRICAL CONNECTION DETAILS WITH OVEN SUPPUER. COORDINATE LOCATION OF QUICK- DISCONNECTS WITH OWNER REPRESENTATIVE IN FIELD. PROVIDE EXCESS CABLE TO ALLOW OVEN TO BE PULLED OUT 2 - 6' MINIMUM FOR CLEANING. SEE DETAIL ON SHEET E8. PROVIDE ROUGH -IN AND FINAL CONNECTION TO COOLER / FREEZER COMPRESSOR. COORDINATE WITH G.C. AND COOLER/ FREEZER MANUFACTURER. PROVIDE ROUGH -IN AND FINAL CONNECTION TO COOLER/ FREEZER DOOR. FIELD VERIFY LOCATION. COORDINATE WITH G.C. AND COOLER/FREEZER MANUFACTURER. KEYED NOTES: IGP -2 • 15' IGP -6 _ K1 -26 K1 -26 +46 CFO _ '• 4` I N CASEWORK i - ..{• • ;'•• SCALE_ 1/4 = 1 " -p +15 " K2- 13.15,17 ]C K1 -36 i ' +24' a IN CASEWORK • K1 =2 • • ELECTRICAL POWER PLAN RECEPTACLE FOR ESPRESSO MACHINE PROVIDED BY MANUFACTURER. MOUNT ESPRESSO RECEPTACLE SIDEWAYS IN CASEWORK CHASE SO CORD AND PLUG DOES NOT INTERFERE WITH REFRIGERATOR LOCATION. PROVIDE ROUGH -IN AND FINAL CONNECTION TO SANDWICH TOASTER. REPLACE MANUFACTURER PROVIDED CORD AND PLUG WITH NEMA 6 -30P RIGHT -ANGLE PLUG (FLAT 'DRYER -TYPE' PLUG) - SIMILAR TO AMERICAN INSULATED WINE PART NO. A0933006GY OR EQUAL. RECEPTACLE TO BE MOUNTED WITH GROUND SLEEVE UP. PROVIDE ROUGH -IN AND FINAL CONNECTION TO DISHWASHER HOOD FAN. FAN TO BE CONTROLLED VIA 'ON -OFF' SWITCH. COORDINATE LOCATION OF SWITCH WITH G.C. IN FIELD. COORDINATE HOOD CONNECTION 1MITH MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO MAKE ELECTRICAL CONNECTION BETWEEN ICE MAKER ANO REMOTE CONDENSER. COORDINATE WITH G.C. AND EQUIPMENT MANUFACTURER. PROVIDE ROUGH -IN AND FINAL CONNECTION TO FIREPLACE IGNITION CONTROL SWITCH. FIELD VERIFY LOCATION. COORDINATE WITH OWNER AND FIREPLACE MANUFACTURER. • K1 -30 +4 6 0) Q 1 -21 -. -... - 2 4 ,- -- GFC1•- .7,: -. le '' GFa • HC CFO +24' NORTH 6' 1 6 L 1(121 C1 -. -,.. mac• KE.RY 1 \ KLRY +15' = t BAKE R'. a 1) E.C. SHALL RUN NEUTRAL AND GROUNDING WIRES TO ALL KITCHEN EQUIPMENT. 2) ALL KITCHEN EQUIPMENT SHALL BE FURNISHED BY OTHERS. ELECTRICAL CONTRACTOR SHALL SET IN PLACE AND MAKE FINAL CONNECTIONS. 3) ALL CONDUIT PASSING THROUGH WALL OF COOLER/FREEZER SHALL BE SEALED WITH SILICONE. 4) AU. RECEPTACLES SHALL BE NEMA GROUNDING TYPE. RECEPTACLES IN DINING AREA SHALL HAVE BLACK WIRING DEUCES AND BLACK COVERS. RECEPTACLES IN KITCHEN AREA SHALL HAVE BLACK WIRING DEUCES AND BRUSHED STAINLESS STEEL COVERS. 5) ALL KITCHEN EQUIPMENT JUNCTION BOXES SHOWN SHALL INCLUDE FINAL CONNECTION TO THEIR RESPECTIVE KITCHEN EQUIPMENT. 6) VERIFY ELECTRICAL REQUIREMENTS, CONNECTIONS. AND EXACT LOCATION OF CONNECTIONS. COORDINATE WITH EQUIPMENT SUPPUER /CONTRACTOR. 1- N 1-40i GFC K2 -35 GENERAL NOTES: • 1 : 1 1 • FLOOR RECEPTACLE. PLACE IN FRONT OF WINE CASEWORK. COORDINATE WITH FIXTURE CONTRACTOR • . \ K1 -21 +15' i 1 i 1 1 1 : . � ,, 0..1 • GFCI +24" • BAKERY CAFE: #1215 SYSTEM: G2 WA (RM) PROTOTYPE UPON 2108 J WV =ML 11-- ors 8/10/07 1 ISSUE DATE: 2 -16-07 PROJECT NUMBER. A06-506 ABOSSEIN PROJECT *27023 OES1CAIED BY CO_ SH. GNG CHECKED BY PM SHEET NO: E.L ELECTRICAL POWER PLAN 1 • I II PERMIT SET 3/01 /07 II KEYED NOTES: COORDINATE CONNECTION OF COOLER/FREEZER LIGHTING WITH COOLER/FREEZER EQUIPMENT SUPPUER AND CONTRACTOR. MANUFACTURER PROVIDES FIXTURE. AND CONTRACTOR PROVIDES LOW TEMP BALLAST. SEE SHEET El FOR RECEPTACLE LOCATIONS FOR FLOOR/TABLE LAMP. PROVIDE ROUGH -IN AND FINAL CONNECTION TO RESTROOM EXHAUST FAN - REFER TO MECHANICAL DRAWINGS FOR LOCATION AND REQUIREMENT& PROM DE JUNCTION BOXES FOR THREE (3) 120V /1PH 20 AMP CIRCUITS FOR SIGNAGE. SIGNAGE CONSISTS OF ONE (1) INDIVIDUALLY LETTERED ' PANERA' SIGN (ONE CIRCUIT). ONE (1) INTERNALLY ILLUMINATED BOX SIGN BREAD (ONE CIRCUIT), AND ONE (1) INTERNALLY ILLUMINATED 'MOTHER BREAD LOGO' SIGN (ONE CIRCUIT). SEE ARCHITECTURAL SIGN DRAWINGS. VERIFY ALL DETAILS PRIOR TO ROUGH -IN. PROVIDE 12 -POLE LIGHTING CONTACTOR FOR ALL EXTERIOR LIGHTING. CONNECT TO TIME CLOCK ADJACENT TO LIGHTING PANEL. SWITCH RACK OVEN HOOD UGHTNG SO THAT LIGHTS IN HOOD CAN BE ON WHEN KITCHEN UGHTS ARE OFF. LOCATE SWITCH ON INSIDE OF HOOD WHERE POSSIBLE. WHEN NOT ALLOWED BY LOCAL JURISDICTION LOCATE SWITCH WITH FIELD INSPECTOR. SWITCH BANK A- H. FIEILD VERIFY EXACT LOCATION WITH MANAGER PRIOR TO INSTALLATION. LP -10 SYr1TCH G 0 %W10 FR5 LIPT1 UPI' Fi a • • SKI ft SWUM 700000E 5081 ei St 07 FR5 W S9 al 0 3- CONDUCTOR SWITCH CKT_ LP -12 LP -12: MPTI MPTI UPTI FR5A % % I t I I 9. • • • • • • • LIP T1 EM FR6 FR6 3 1 WP8 FR8 • N. • EL1 IUtS (TYP.) • LP -11 LP -4 SWITCH E ;I_P -7 SW TCH D r l P -2 \ El UPT1 FR8 1M)4 LP -11 WP4 LIPTI - - MPT1 I 1 % I % 1 % 1 1 I ♦ t 1 • LIGHTING GENERAL NOTES INSTALL UGHT FIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE LATEST EDITION OF THE NEC. AU. WIRING SHALL BE COPPER. 112 THHN STRANDED IN 3/4' CONDUIT UNLESS OTHERWISE NOTED. WHERE CONDUCTORS ARE NOT INDICATED (FOR CLARITY) INSTALL CONDUCTORS AS INDICATED BY THE CORRESPONDING HOMERUN. AU. FIXTURES TO BE PROVIDED BY, RECEIVED, STORED. AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL FIXTURE LAMPS SHALL BE SUPPUED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL FIXTURES TO BE CENTERED IN 2x2 CEILING TILE. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% MINIMUM ADDITIONAL SPARE LAMPS FOR ALL LAMP TYPES. 'NL' REFERS TO NIGHT UGHT FIXTURE. FR8 • - LP -111 z \\ FR5 LP -5 Su1TCH C NM OE 161E:8 1 MPTI 3- CONDUCTOR SWITCH CKT. LP -1 SWITCH to • • • W4 r — — IT3 T1 -6 LP -3 SYd1TCH B EL1 FR5 ' MPTI FR8 LP -8 l f � IT3 RIPT1 UPT1 SWITCH I% H • = i � L V • • It r• I IT1<11 I • • I • ` FR5A • EM • IT1A IT3 FR5 • • FR5 1 • _ 1 • • • • LP -6 ! FR5A -6 FR8 EU = EMERGENCY BALLLST SU1 TA BLE FOR FIXTURE TYPE. BALLAST TO LOCI:. LIGHTING CIRCUIT PER NEC 706.15_ • • ?" TI -8 1T3 1T1A ITT ITT ITT • 1 %-/ t/ t :1 II II I VI V V t - tI A . FR5 FR5A CONNECT EUERGEtO SCALE: 1/4 = i' -O` • • .. -II I. 11 A • I I : -1.1 1 11 1 ... _ ...TI -6..; NOTE: SEE SHEET A2 FOR LIGHT FIXTURE SCHEDULE AND ADDITIONAL INFORMATION ON FIXTURE LOCATIONS. NOTE: ALL FIXTURES (NO EXCEPTIONS) TO BE OBTAINED THROUGH NATIONAL ACCOUNT AT: CITY UGHTING PRODUCTS 4307 W. PAPIN STREET ST. LOUIS, MO 63110 314- 534 -1090 (CENTRAL STANDARD TIME) CONTACT: PANERA ACCOUNT REPRESENTATIVES - CHRIS OR RUTH 701-H21- 1 V 1 l tl =t it r 1 I 1 ! A l ! t 1 A Irr IT I IV 1101 1 IT3 IT3 11-8 FRS EM MPTI FR5A f _ _ ARM _ _ ,-; / 4 C TOR; " CO I SWITCH CKT_ ` 01 i •1 ELECTRICAL LIGHTING PLAN LIGHTING SWITCH BANK A -H (1-CAG 9110i WA) FR5 LP -2 E FR5 1 t • • • *2 FR5 ` MPT1 FF1 *2 FR5 ELI / WP2 I MPT, • BAKERY CAFE: #1215 SYSTEM. G2 (WARM) a OA1 E ARM) 7006 Immm 8/10/07 ISSUE DATE: 2 -16-07 PROJECT NUUBER. A06 -506 AEOSSEIN DRO.IECT. 627029 DESIGNED BY. 08. SH. GriG CHECKED BY. AVA SHEET NO: E3.1 ELECTRICAL PLAN s • 1 U NL SS OTHERWISE NOTED ALL PULL BOXES SHALL BE PROVIDED WITH 3/4' CONDUIT WITH PULL WIRE STUBBED OUT ABOVE ACCESSIBLE CEILING. 2. ALL J -BOXES 6' ABOVE SHELF OR 6' BELOW DESK TO CENTERLINE. 0 CCTV (SAWIS) (1) 24' DEEP PEAS LAM WHITE SHELF (CAPABLE OF SUPPORTING 42 LBS) CCTV (SAWIS) (3) 16' DEEP PEAS LAM WHITE SHELVES MOUNTED w/ INDUSTRIAL STRENGTH KV BRACKETS CPU AND CPU POWER N SWITCH AND SAWIS o RJ45 JACKS . PRINTER MONITOR POWER EQUIPMENT SCHEDULE) 1' -0' GENERAL POWER - -- - ` OPEN FILE CABINET (SEE tts I_l 1 --0 CAFE BACK OF HOUSE RELAY RACK CONFIGURATION (SEE ENLARGED DETAIL) . MUSIC EQUIPMENT 1109 (SEE EQUIPMENT SCHEDULE FOR MORE INFORMATION) SOUND SYSTEM POWER SPEAKER WIRE PULL BOX SOUND SYSTEM RJ11 (SAME LINE AS FAX) FOR MUSK: SYSTEM INTERNET DOWNLOAD. PLASLAM DESK TOP O 1 33' AR TO BE CLEATED 1 TO WALL .13 POWER SAFE TO BE BOLTED TO FLOOR cn N OFFICE PHONE JACK ENLARGED OFFICE WALL ELEVATION O P SEE 'POS SYSTEM DIAGRAM' ON SHEET E4.3 FOR ALL WIRING AND CONNECTION INFORMATION. O PROPOSED TELEPHONE BOARD LOCATION. PROVIDE TWO 2' CONDUITS TO ABOVE ACCESSIBLE CEDING. VERIFY EXACT LOCATION IN FELD. O PROVIDE JUNCTION BOX NTH 2' CONDUIT AND 2x2 RING STUBBED UP ABOVE ACCESSIBLE CLUNG. PROVIDE COVER PLATE FOR J-BOX. SEE MANAGERS OFFICE DESK DETAIL PLAN / DETAIL KEYED NOTES: AT FAX MACHINE PROWL ROUGH -IN FOR PHONE LINE AT 48' AFF WITH 1/2' CONDUIT W/rULLWRE UP IN PARTITION STUBBED OUT ABOVE ACCESSIBLE CLG. PROVIDE CONDUIT FROM ALL PHONE OUTLETS AT HEIGHT INDICATED TO THE TELEPHONE SYSTEM IN THE OFFICE. TELEPHONE CONDUITS SHALL HAVE A PULL ORE INSTALLED STUB 3/4' CONDUIT FROM TELEPHONE OUTLET TO ABOVE FINISIED CEILING. PROVIDE INSULATED BUSFINNG ON CONDUIT END. CURVE CONDUIT TOWARDS DIRECTION OF TELEPHONE SERVICE. COORDINATE NTH TELEPHONE COMPANY PRIOR TO INSTALLATION. PROVIDE SEPARATE CONDUIT RUN BELOW FLOOR OR IN CASEWORK FOR SOUND SYSTDI WIRING TO MICROPHONES - VERIFY REQUIREMENTS IN FIELD. PROVIDE PUSH BUTTON AT MAW BAKERY REGISTER WITH CHIME IN REAR AREA. CHIME TONE SHALL BE DIFFERENT FROM THAT OF THE DOOR CHID. RUN WIRNG IN CABINETRY AND /OR IN CONDUIT BELOW FLOOR OF REQUIRED) TO STUB OUT ABOVE ACCESSIBLE CENLNG. VERIFY REQUIREMENTS 11 F1ED. PROVIDE DOOR BUZZER SYSTEM AT REAR ENTRY DOOR. PROVIDE PUSHBUTTON AT 48' AFF ADJACENT TO STRIKE SIDE OF ENTRY DOOR. PROVIDE BUZZER MOUNTED JUST BELOW CEILIl G N KITCHEN AREA. FIELD VERIFY EXACT LOCATION. PU91BIl1TON SHALL BE EDWARDS 632 OR EQUAL BUZZER SHALL BE a: WARDS 725 OR EOUAL PROVIDE ROUGH-14 AND FINAL CON1EC110N TO SMOKE DETECTOR MOUNTED N RETURN AIR DUCT. DETECTOR SHOULD SHUT DOW R1U UPON ACTIVATION. CONNECT TO FINE ALARM SYSTEM INIDN REQUIRED OR VISUAL DEVICE o CEILING. VIDEO MONITOR IS SUPPLED BY VENDOR COMPLETE NTH VDU CONTROLLER BOX_ CONTROLLER SWILL BE MOUNTED ON SHELF BELOW IIONTOR NEN MONITOR 91S ON TABLE. GRIN CASEWORK BELOW MEN MONITOR SITS ON CASEWORK VERIY REQUIREMENTS IN €MELD. 40 FROM SINGLE GANG BOX ROUGH-11 AT 7 =10' AFF NTH 1/2' CONDUIT W/ PULLIMRE UP IN PARTITION STUBBED OUT ABOVE ACCESSIBLE COOING FOR OUTDOOR SPEAKER VOLUINE CONTROL COORDINATE BERK NNTN SoUMU 12 PROVIDE ROUGH-11 FOR TEMPERATURE SENSOR /ALARM. ALARM IS PRO4WDED AND INSTALLED BY SECURITY SUB - CONTRACTOR WRWY REQUITRDENTS NTH SECURITY SUB - CONTRACTOR. TYPICAL FOR FREEZER AND COOIfR PROVIDE ALL NECESSARY CONTROL MING FOR FREEZER AND 000LER VERIFY REQUIREMENTS MTH MANUFACTURER. COORDINATE FNAL PHONE RECEPTACLE LOCATIONS NTH N1H EGtI PMENT CONTRACTOR AND OMER'S REPRESENTAME (PER PLAN). • MANAGER'S OFFICE DESK DETAIL E4.1 SCALE: NTS r- . 1 - -- ; U I 4tXi .... Loma . �. v N S 1 RUN ABOVE / ACCESSABLE CLUING (SUMO VAWIX11% PC o IcMTh GROUND POS OUTLETS BI- i I O Alt T I 48' AFF TELEPHONE POS WING CROSS COHtiECT PATCH PANEL POS MEW NETWORK HUB (SMToO SONS/P .4e W1(WCENT) TTigUe UPS POKIER SUPPLY N COOLER BACON SWRT JACK WER PC M'$) (SPIN S) CAFE BOH RELAY RACK CONFIGURATION • OFF!CC E4.1 MANAGER'S OFFICE WALL DETAIL SCALE: NTS NC 1 j _ z a 31 PHONE BLOCK SCALE 1/4" = (=9 INTERIOR PHONE LINE PULL BOX PHONE SYSTEM POWER DUPLEX - CKT. IGP -8 f)OIiGI COOL CR • RUN ABOVE SPECIAL SYSTEMS PLAN PHONE SYSTEM r K . I .. ; ,, r� r E . RA3E z � z :!) z z 0 0 Z� ti TO CIRCUIT IGP -29 +--- �i� ---I CONNECT TO TELEPHONE SYSTEM r; 'OUTPUTS' "INPUTS' CD z z 0 X 0 SCALE: NTS En.K=PY ® SPRIM(LER FLOW SWITCH T F SPRINKLER TAMPER SWITCH FIRE ALARM PULL STATION 0 SMOKE DETECTOR AUDIO/IASUAL ALARM DEVICE NOTE: CONTRACTOR TO SUPPLY AND INSTALL ALL DEVICES AND WIRING. ENTIRE INSTALLA1ION SHALL BE IN ACCORDANCE NTH LOCAL JURISDICTION REQUIREMENTS FIRE ALARM SYSTEM DIAGRAM . -. O 13 FIRE ALARM CONTROL PANEL SIMPLEX OR EQUAL • O - O " 0 O r • • • [F1 • 4 BAKERY CAFE: #1215 SYTOTYSTEMPE : G2 (W PRO UPOA W= Ce � form 8/10/07 ISSUE DATE: 2 -16-07 PROJECT NUMBER: A06-506 ABOSSEIN PROJECT *27020 DES!GKED BY_ 08. SH. GIG CH BY AVA SHEET NO: E4.1 SPECIAL SYSTEMS PLAN 1 4 i t a 106ASE -T WAIL PLATE TYPICAL SEE NOTE 12 IN SYSTEM NOTES. 91T. TYPICAL UNSHIELDED CAT -5e ETHER NET TYPICAL PATCH CABLES PULL BOX FOR POS/ ./ PULL WIRING CCTV/SA1MS { 1V/SAVVIS POWER IGP -8 SERVICE, GET CARD, AND O CREDIT CARD BACKUP RJ11 MODEM JACK CPU RJ-45 FOR CPU TO HUB (SWITCH) AND CPU TO SAWS CONNECTION MONITOR POWER IGP -2 REGISTER (POS) PC BACK - UP w/EXTRA MODEM (OUP. /30 I 1 1 I r � PRINTER GENERAL POWER IGP -6 SCALE: NTS CREDO Y CARD PRIMAR • 01 I ' I- OUTLETS SEE PLAN FOR LOCATIONS, t 0 A 0 RJ-1 PHONE UNE 1 5AF i REGISTER (POS) EQUIP 130 I 1• MUSIC SYSTEM CABINET (14) L. ] J I 0— • OFFICE CREDIT CARD MODEM (BACK -UP) OFT CARD MODEM SERVICE MODEM AT SERVER r N S FLE SERVER MESS OTHERWISE NOTED ALL PULL BOXES SHALL BE PROHDED 1 3/4' CONDUIT MATH PULL 11182E STUBBED OUT ABOVE ACCESSIBLE CEILING. ALL J- BOXES 6' ABOVE SHELF OR 6' BELOW DESK TO CL DETAIL KEYED NOTES: El e REGISTER (POS) EQUIP 130 O SEE POS GETAE 1/4.3 US SHEET FOR ALL NR,WG AND CONNECTION NFORMAN & REUSE COSTING JUNCTION BOLES AND MTRl1G THERE POWEIL . O PROVIDE 84114 ,RJEiCUOW BOX SIDH 2' MAUI! AND 24 RING STUBBED UP MOVE AOCESSLLE CEt81G. PROVIDE COVER PLATE FOR J-BOX SEE IMAGERS OFFICE MK PETAL O PROVIDE CONDUIT ERIN ALL PHONE CURETS AT HEM 1NTMCATEO TO DE TELEPHONE S!S1Dl N THE OHCE. TELEPHONE CONDUITS SHALL HAVE A PULL TARE NSTMIED. STUB 3/4' CONDUIT FROM TELEPHONE OURET TO ABOVE MASHED CEIM. PROVIDE SI9AAIED BUSING ON CONDUIT ETD. CURVE CONDUIT TOWARDS DIRECIIM OF IELEPHOEE SINCE. COORDINATE 1U R1 TELEPHONE COtPANY PRIOR TO MST/AUXIN. RELAY RACK SOUND SYSTEM POWER tGP -6 (15) OFFICE PHONE JACK O ON RIGHT HAND WALL ABOVE DESK DESKTOP - VERIFY HEIGHT Will GENERAL CONTRACTOR SECURITY PUSH - BUTTON 4 SPEAKER TIRE PULL BOX SOUND SYSTEM MODEM (SAME UNE AS FAX) O FOR MUSIC SYSIEY INTERNET DOWNLOAD. MANAGER'S OFFICE DESK DETAIL [ SOUND SYSTEM REGISTER (POS) EQUIP /30 SECURITY SYSTEM POWER DUPLEX - CKT. IGP -8 SCALE: NTS 1 ° 1 REGISTER (P05) EQUIP. 130 SECUMTY WIRE - 1 PULL BOX SECURITY SYSIEN CONTROLS (12) (13) PHONE BLOCK 0 6 9 REGISTER (POS) EQUIP 130 POS ONLY SEE OFFICE DETAILS AND NOTES FOR MORE INFORMATION ON OFFICE REQUIREMENTS. INTERIOR PHONE LWE PILL BOX i PROVIDE SINGLE GANG BOX RAKAI -V1 AT 7' -10' AFF Will i/i OLUT PULLMIRE I, IIN PARTITLONA STUBBED OUT ABOVE ACCESSIBLE CEIM 11 FOR OUTDOOR SPEAKER MIME CONTROL COORDINATE WORK 1IATH SOUND SYSTEM SUB-CONTRACTOR. I ° I REGISTER (POS) EQUIP 130 SCALE: N.T.S. PHONE SYSTEU POWER DUPLEX - CM. 1GP-8 O PRONDE RECESSED StIGLE GAMING JUNCTION BOX BELOW MANAGERS DE9C IHAAI CONDUIT W/PLRLIVRE UP IN PARIIAON STUBBED OUT ABM ACCESSDLE URNS FOR ALARM SYSTEM HOLD -UP PUSHBUTTON. MID WRIT EXACT LOCATION w /OMERS REPRESENTAIM. COORDBIATE NORK NTH SECURITY SYSTEM CONTRACTOR. €::: PROPOSED TELEPHONE BOARD LOCATION. PROVIDE TIRO 2' CONDUIT'S TO ABOVE ACCESSIBLE CEEB *Roy EXACT LOCATION N FELQ 10BASE -T WALL PLATE TYPICAL PATCH CABLES i PHONE SYSTEM e I 8 REGISTER (POS) PHONE-IN EQUIP. 130 DEDICATED GROUND POS OUTLETS IGP -20 MANAGER'S OFFICE WALL DETAIL PRINTER — POS SYSTEM DIAGRAM PRINTER —0 PATCH CABLE 1 I PATCH CABLE r i '1 I' PRINTER EQUIP 131 9 MITER EQUIP 131 TYPICAL FAX RACI NE EQUIP. 132 UNSHIELDED CAT-5e TTHHER NET ail f luN1 1r*►1 ■� >• 'm1■11INIMIfm 1■I•I .:1 B a RELAY RACK DETAIL 11/SAVVIS PHONE JACK e — CT I I MONITOR MONITOR EQUIP. 133 EQUIP. /33 CCTV MANAGER PC ) (SAWS) J BOX e PRINTER —0 PATCH CABLE 1 r PRINTER EQUIP. 131 MANAGER'S SCALE: IIIII SCALE: NTS e ■ MONITOR EQUIP. /33 TO POS TO CCTV (10) : 5 ( SCALE: NTS (4) o RJ45 MHOMTOR MONITOR EQUIP. 133 EQUIP. 03 10BASE - T WALL PLATE TWICAL PATCH CABLES 11 I PATCH PANELS a (3) rHAB iSWI1Cli -I ® f_ L_UPS_JLE CCTV RJ45 HUB (SWITCH) 1— f i sAvvIs CABLE SCHEMATIC LCD (U) x1V MONITOR 108ASE -T WALL PLATE TYPICAL -0-PATCH CABLE e i • I I II-- a -4. CCTV LCO MONITOR IGP -8 0 4'-O' MT B PRINTER —o PATCH I CABLE? PRINTER EQUIP /31 1. MANAGER'S OFFICE SIDE WALL DETAIL POS SYSTEM NOTES: GC ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL TILL POS SYSTEM RACEWAYS% CONDUITS, AND JUNCTION BOXES FOR POS SYSTEM. PANERA TO PROVIDE WRING AND TERMINATIONS. CONTACT: AWTONELLA WALE & ANGELA SCOBY AT 314 -633 --7203 FOR COMPLETE INFORMATION ON WRING REQUIREMENTS. 2. PROUD( 1 -1/4' C NTH 1%0 UNSHELDED CATEGORY 5E LINES FROM EACH CASH REGISTER TO EQUIPMENT BOARD N OFFICE. ONE CAT - LUKE FOR THE CASH REGISTER AND ONE FOR THE ATTACHED PRINTER. EACH WALL PLATE TO HAW (2) RJ-45 JACKS ON CASEWORK). ALL UNDERFLOOR CONDUIT AND ROUGH-INS BY EC. RUN CONDUIT BELOW FLOOR OR N CASEWORK TO NEAREST FULL HEIGHT PARTITION AS REQUIRED. RUN WRING CONCEALED IN CABNEIRY/CASE#JPL 3. PROVIDE Y C NTH UNSIBEIDED CATEGORY 5E FROM EACH MONITOR OR PRINTER TO EQUIPMENT BOARD IN OFRCE. EACH WALL PLATE TO HAVE (2) RJ-45 JACKS ON CASEWORK). ALL UNDERFLOOR CONDUIT AND ROUGH -INS BY LC. RUN CONDUIT BELOW FLOOR OR N CASEWORK TO NEAREST FULL HEIGHT PARTI1101 AS REQUIRED. RUN WING CONCEALED IN CABINETRY / CASEWORK. 4. THE LAST REGISTER NTH IN THE REGISTER LOOP SHALL BE THE PHONE - M STATION. (DC. F THERE ARE 8 REGISTERS, THE 8th ONE MILL BE THE PHONE-IN STATION. P 7 REGISTERS, 7th ONE SHALL BE THE PHONE-IN STATION.) 5, THE PHONE UNE TO CASEWORK FOR CREDIT CARD CONNECTION SHALL BE INSTALLED N 1' CONDUIT TO ALLOW FOR FUTURE CAPACITY E ADDITIONAL PHONE LINES ARE REQURED. 6. POS DATA LINES SHALL BE RISTALLED N CONDUIT SEPARATE FROM AU. POWER CONDUCTORS. 7. COMMUNICATIONS CONTRACTOR MUST TEST ALL FEEDS FOR CONTINUITY AND LABEL ALL FEEDS LL ALL ROUGH-INS FOR EQUIPMENT 0 CASEWORK TO BE PROMO N FRONT RACEWAY OF CASEWORK. AU. ROUGH-INS FOR EQUIPMENT ON REAR SERVICE UNE TO BE 046' AFF UNLESS OTHERWISE NOTED OFFICE CABLING NOTES POS SYSTEM (1) ALL DATA DROPS FOR REGISTERS & PRINTERS WILL CONNECT INTO THE PATCH PANEL THROUGH THE 8X8X4 JUNCTION BOX SEE KEYED NOTE NUMBER 2 AND P05 SYSTEM DIAGRAM AND NOTES. (2) ONE CABLE GOES FROM THE SWITCH TO THE PATCH PANEL (3) ONE CABLE GOES FROM MANAGERS PC RJ45 TO SWITCH (LOCATED TO THE LEFT OF THE RACK) (4) ONE CABLE IS CONNECTED IN THE MANAGER'S PC TO ME JACK LOCATED BY THE PC MARKED 'SWITCH' ON THE OFFICE LAYOUT. (5) NETWORK SWITCH WILL BE POWERED BY THE UPS (WHICH Is PLUGGED INTO ME OUTLET BELOW Il) SAWS ROUTER (6) MANAGER'S PC WEL CONNECT TO THE RJ45 JACK DIRECTLY BESIDE IT NOTED - SAWS * (7) AT THE RACK ME SAWS ROUTER MI L CONNECT TO THE T1/PCON, THE MANAGER'S PC & CCTV (ALL LOCATED TO THE RIGHT OF THE RACK) (8) THE SAWS ROUTER WILL BE POWERED BY THE UPS BELOW IT. CCTV (9) TINS MALL BE LOCATED AT THE TOP LEFT AREA (10) THE UNIT WILL. CONNECT TO THE POWER & RJ-45 JACK NOTED 'SAWS' (11) 17' FLAT PANEL MOMTOR WILL BE HMG ADJACENT MALL TO DESK, JUST N FRONT OF THE S1ELYNG. ALARM SYSTEM 02) MS DEVICE CAN BE LOCATED ANYWHERE N THE OFFICE. THE CONniECTmON IS A CAT3 IRE HARE/AIRED INTO THE PHONE SYSTEM AND A POWER OUTLET. (13) IF STORES ARE PRE -WRED. THE TECH MAY LEAVE THE UNE AT THE PHONE AREA TO PUNCH DOWN RHO THE SYSTEM. DMX/MUZAK (14) LOCATED N THE RIGHT HAND SIDE. SHELF MULL BE 14' HEIGHT AND BE MELD TIGHT TO CEli1& (15) COEIEC110N Is A PHONE LINE INTO DE RJ-11 JACK FRONDED & POWER PLUS AN AUDIO JACK RUN OUTER THE PHONE SYSTEM AND PLUGGED 1N (TIE PHONE SYSTEM HAS THE JACK ALREADY DOSING. SEE THE PCS DIAGRAM THIS SHELL - + . t Ay ): ; CT ,' 0 • BAKERY CAFE: #1215 SYSTEM: G2 WARM" PROrorrPE UPQA ¢ ISSUE DATE: 2 - 16.07 PROJECT MJIER- A06 - 506 MIOSSEIN PROJECT 327320 DESIGNED BY. OHM. SK GNG CHECKED BY ,OVA SHEET NO: E4.3 POS SYSTEM DIAGRAM APO NOTES PATCH PANEL r&i INC R X72100 F I t a 106ASE -T WAIL PLATE TYPICAL SEE NOTE 12 IN SYSTEM NOTES. 91T. TYPICAL UNSHIELDED CAT -5e ETHER NET TYPICAL PATCH CABLES PULL BOX FOR POS/ ./ PULL WIRING CCTV/SA1MS { 1V/SAVVIS POWER IGP -8 SERVICE, GET CARD, AND O CREDIT CARD BACKUP RJ11 MODEM JACK CPU RJ-45 FOR CPU TO HUB (SWITCH) AND CPU TO SAWS CONNECTION MONITOR POWER IGP -2 REGISTER (POS) PC BACK - UP w/EXTRA MODEM (OUP. /30 I 1 1 I r � PRINTER GENERAL POWER IGP -6 SCALE: NTS CREDO Y CARD PRIMAR • 01 I ' I- OUTLETS SEE PLAN FOR LOCATIONS, t 0 A 0 RJ-1 PHONE UNE 1 5AF i REGISTER (POS) EQUIP 130 I 1• MUSIC SYSTEM CABINET (14) L. ] J I 0— • OFFICE CREDIT CARD MODEM (BACK -UP) OFT CARD MODEM SERVICE MODEM AT SERVER r N S FLE SERVER MESS OTHERWISE NOTED ALL PULL BOXES SHALL BE PROHDED 1 3/4' CONDUIT MATH PULL 11182E STUBBED OUT ABOVE ACCESSIBLE CEILING. ALL J- BOXES 6' ABOVE SHELF OR 6' BELOW DESK TO CL DETAIL KEYED NOTES: El e REGISTER (POS) EQUIP 130 O SEE POS GETAE 1/4.3 US SHEET FOR ALL NR,WG AND CONNECTION NFORMAN & REUSE COSTING JUNCTION BOLES AND MTRl1G THERE POWEIL . O PROVIDE 84114 ,RJEiCUOW BOX SIDH 2' MAUI! AND 24 RING STUBBED UP MOVE AOCESSLLE CEt81G. PROVIDE COVER PLATE FOR J-BOX SEE IMAGERS OFFICE MK PETAL O PROVIDE CONDUIT ERIN ALL PHONE CURETS AT HEM 1NTMCATEO TO DE TELEPHONE S!S1Dl N THE OHCE. TELEPHONE CONDUITS SHALL HAVE A PULL TARE NSTMIED. STUB 3/4' CONDUIT FROM TELEPHONE OURET TO ABOVE MASHED CEIM. PROVIDE SI9AAIED BUSING ON CONDUIT ETD. CURVE CONDUIT TOWARDS DIRECIIM OF IELEPHOEE SINCE. COORDINATE 1U R1 TELEPHONE COtPANY PRIOR TO MST/AUXIN. RELAY RACK SOUND SYSTEM POWER tGP -6 (15) OFFICE PHONE JACK O ON RIGHT HAND WALL ABOVE DESK DESKTOP - VERIFY HEIGHT Will GENERAL CONTRACTOR SECURITY PUSH - BUTTON 4 SPEAKER TIRE PULL BOX SOUND SYSTEM MODEM (SAME UNE AS FAX) O FOR MUSIC SYSIEY INTERNET DOWNLOAD. MANAGER'S OFFICE DESK DETAIL [ SOUND SYSTEM REGISTER (POS) EQUIP /30 SECURITY SYSTEM POWER DUPLEX - CKT. IGP -8 SCALE: NTS 1 ° 1 REGISTER (P05) EQUIP. 130 SECUMTY WIRE - 1 PULL BOX SECURITY SYSIEN CONTROLS (12) (13) PHONE BLOCK 0 6 9 REGISTER (POS) EQUIP 130 POS ONLY SEE OFFICE DETAILS AND NOTES FOR MORE INFORMATION ON OFFICE REQUIREMENTS. INTERIOR PHONE LWE PILL BOX i PROVIDE SINGLE GANG BOX RAKAI -V1 AT 7' -10' AFF Will i/i OLUT PULLMIRE I, IIN PARTITLONA STUBBED OUT ABOVE ACCESSIBLE CEIM 11 FOR OUTDOOR SPEAKER MIME CONTROL COORDINATE WORK 1IATH SOUND SYSTEM SUB-CONTRACTOR. I ° I REGISTER (POS) EQUIP 130 SCALE: N.T.S. PHONE SYSTEU POWER DUPLEX - CM. 1GP-8 O PRONDE RECESSED StIGLE GAMING JUNCTION BOX BELOW MANAGERS DE9C IHAAI CONDUIT W/PLRLIVRE UP IN PARIIAON STUBBED OUT ABM ACCESSDLE URNS FOR ALARM SYSTEM HOLD -UP PUSHBUTTON. MID WRIT EXACT LOCATION w /OMERS REPRESENTAIM. COORDBIATE NORK NTH SECURITY SYSTEM CONTRACTOR. €::: PROPOSED TELEPHONE BOARD LOCATION. PROVIDE TIRO 2' CONDUIT'S TO ABOVE ACCESSIBLE CEEB *Roy EXACT LOCATION N FELQ 10BASE -T WALL PLATE TYPICAL PATCH CABLES i PHONE SYSTEM e I 8 REGISTER (POS) PHONE-IN EQUIP. 130 DEDICATED GROUND POS OUTLETS IGP -20 MANAGER'S OFFICE WALL DETAIL PRINTER — POS SYSTEM DIAGRAM PRINTER —0 PATCH CABLE 1 I PATCH CABLE r i '1 I' PRINTER EQUIP 131 9 MITER EQUIP 131 TYPICAL FAX RACI NE EQUIP. 132 UNSHIELDED CAT-5e TTHHER NET ail f luN1 1r*►1 ■� >• 'm1■11INIMIfm 1■I•I .:1 B a RELAY RACK DETAIL 11/SAVVIS PHONE JACK e — CT I I MONITOR MONITOR EQUIP. 133 EQUIP. /33 CCTV MANAGER PC ) (SAWS) J BOX e PRINTER —0 PATCH CABLE 1 r PRINTER EQUIP. 131 MANAGER'S SCALE: IIIII SCALE: NTS e ■ MONITOR EQUIP. /33 TO POS TO CCTV (10) : 5 ( SCALE: NTS (4) o RJ45 MHOMTOR MONITOR EQUIP. 133 EQUIP. 03 10BASE - T WALL PLATE TWICAL PATCH CABLES 11 I PATCH PANELS a (3) rHAB iSWI1Cli -I ® f_ L_UPS_JLE CCTV RJ45 HUB (SWITCH) 1— f i sAvvIs CABLE SCHEMATIC LCD (U) x1V MONITOR 108ASE -T WALL PLATE TYPICAL -0-PATCH CABLE e i • I I II-- a -4. CCTV LCO MONITOR IGP -8 0 4'-O' MT B PRINTER —o PATCH I CABLE? PRINTER EQUIP /31 1. MANAGER'S OFFICE SIDE WALL DETAIL POS SYSTEM NOTES: GC ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL TILL POS SYSTEM RACEWAYS% CONDUITS, AND JUNCTION BOXES FOR POS SYSTEM. PANERA TO PROVIDE WRING AND TERMINATIONS. CONTACT: AWTONELLA WALE & ANGELA SCOBY AT 314 -633 --7203 FOR COMPLETE INFORMATION ON WRING REQUIREMENTS. 2. PROUD( 1 -1/4' C NTH 1%0 UNSHELDED CATEGORY 5E LINES FROM EACH CASH REGISTER TO EQUIPMENT BOARD N OFFICE. ONE CAT - LUKE FOR THE CASH REGISTER AND ONE FOR THE ATTACHED PRINTER. EACH WALL PLATE TO HAW (2) RJ-45 JACKS ON CASEWORK). ALL UNDERFLOOR CONDUIT AND ROUGH-INS BY EC. RUN CONDUIT BELOW FLOOR OR N CASEWORK TO NEAREST FULL HEIGHT PARTITION AS REQUIRED. RUN WRING CONCEALED IN CABNEIRY/CASE#JPL 3. PROVIDE Y C NTH UNSIBEIDED CATEGORY 5E FROM EACH MONITOR OR PRINTER TO EQUIPMENT BOARD IN OFRCE. EACH WALL PLATE TO HAVE (2) RJ-45 JACKS ON CASEWORK). ALL UNDERFLOOR CONDUIT AND ROUGH -INS BY LC. RUN CONDUIT BELOW FLOOR OR N CASEWORK TO NEAREST FULL HEIGHT PARTI1101 AS REQUIRED. RUN WING CONCEALED IN CABINETRY / CASEWORK. 4. THE LAST REGISTER NTH IN THE REGISTER LOOP SHALL BE THE PHONE - M STATION. (DC. F THERE ARE 8 REGISTERS, THE 8th ONE MILL BE THE PHONE-IN STATION. P 7 REGISTERS, 7th ONE SHALL BE THE PHONE-IN STATION.) 5, THE PHONE UNE TO CASEWORK FOR CREDIT CARD CONNECTION SHALL BE INSTALLED N 1' CONDUIT TO ALLOW FOR FUTURE CAPACITY E ADDITIONAL PHONE LINES ARE REQURED. 6. POS DATA LINES SHALL BE RISTALLED N CONDUIT SEPARATE FROM AU. POWER CONDUCTORS. 7. COMMUNICATIONS CONTRACTOR MUST TEST ALL FEEDS FOR CONTINUITY AND LABEL ALL FEEDS LL ALL ROUGH-INS FOR EQUIPMENT 0 CASEWORK TO BE PROMO N FRONT RACEWAY OF CASEWORK. AU. ROUGH-INS FOR EQUIPMENT ON REAR SERVICE UNE TO BE 046' AFF UNLESS OTHERWISE NOTED OFFICE CABLING NOTES POS SYSTEM (1) ALL DATA DROPS FOR REGISTERS & PRINTERS WILL CONNECT INTO THE PATCH PANEL THROUGH THE 8X8X4 JUNCTION BOX SEE KEYED NOTE NUMBER 2 AND P05 SYSTEM DIAGRAM AND NOTES. (2) ONE CABLE GOES FROM THE SWITCH TO THE PATCH PANEL (3) ONE CABLE GOES FROM MANAGERS PC RJ45 TO SWITCH (LOCATED TO THE LEFT OF THE RACK) (4) ONE CABLE IS CONNECTED IN THE MANAGER'S PC TO ME JACK LOCATED BY THE PC MARKED 'SWITCH' ON THE OFFICE LAYOUT. (5) NETWORK SWITCH WILL BE POWERED BY THE UPS (WHICH Is PLUGGED INTO ME OUTLET BELOW Il) SAWS ROUTER (6) MANAGER'S PC WEL CONNECT TO THE RJ45 JACK DIRECTLY BESIDE IT NOTED - SAWS * (7) AT THE RACK ME SAWS ROUTER MI L CONNECT TO THE T1/PCON, THE MANAGER'S PC & CCTV (ALL LOCATED TO THE RIGHT OF THE RACK) (8) THE SAWS ROUTER WILL BE POWERED BY THE UPS BELOW IT. CCTV (9) TINS MALL BE LOCATED AT THE TOP LEFT AREA (10) THE UNIT WILL. CONNECT TO THE POWER & RJ-45 JACK NOTED 'SAWS' (11) 17' FLAT PANEL MOMTOR WILL BE HMG ADJACENT MALL TO DESK, JUST N FRONT OF THE S1ELYNG. ALARM SYSTEM 02) MS DEVICE CAN BE LOCATED ANYWHERE N THE OFFICE. THE CONniECTmON IS A CAT3 IRE HARE/AIRED INTO THE PHONE SYSTEM AND A POWER OUTLET. (13) IF STORES ARE PRE -WRED. THE TECH MAY LEAVE THE UNE AT THE PHONE AREA TO PUNCH DOWN RHO THE SYSTEM. DMX/MUZAK (14) LOCATED N THE RIGHT HAND SIDE. SHELF MULL BE 14' HEIGHT AND BE MELD TIGHT TO CEli1& (15) COEIEC110N Is A PHONE LINE INTO DE RJ-11 JACK FRONDED & POWER PLUS AN AUDIO JACK RUN OUTER THE PHONE SYSTEM AND PLUGGED 1N (TIE PHONE SYSTEM HAS THE JACK ALREADY DOSING. SEE THE PCS DIAGRAM THIS SHELL - + . t Ay ): ; CT ,' 0 • BAKERY CAFE: #1215 SYSTEM: G2 WARM" PROrorrPE UPQA ¢ ISSUE DATE: 2 - 16.07 PROJECT MJIER- A06 - 506 MIOSSEIN PROJECT 327320 DESIGNED BY. OHM. SK GNG CHECKED BY ,OVA SHEET NO: E4.3 POS SYSTEM DIAGRAM APO NOTES PATCH PANEL • A I 4 st as 400A II NW Alklk•C se 15111 •11■1 p tom... I •41 SCIO1131t4R a _ cm 6 A ns At mi xv ems .44 um 2 ... rsc z g EFL /as ~I 11001 OS DP/V. hap PAR1111454 N UR lick; s76 EI S-1T Aa PRI P i32 i. 1 WillIC 11■11 k .111B .17 88 ISIRRSRAIHR 1101 S11111 .13 10111PIA.111 %II xlk4051 PAWL HOP 208Y/120/ 800A ULO (NEC SIX DISCONNECT RULE) SOCIA ULLA SAMAR% It IASIlit • A I 4 st 1 13■111410 11 it Asia R Mess/7 II NW Alklk•C 044 15111 •11■1 p tom... I •41 RIR RIP11 I i4111 I It iiii 11:1413. - - - - - - - 5 4A91 IP 511 It II .111111.1A1)I0 .1111 9411 AI k 13 1 13■111410 11 it Asia R Mess/7 II NW Alklk•C 1/ ANS (SIR .36 15111 •11■1 p tom... sT.U.1 MI AI Silent .14 SCIO1131t4R a MTN 5 :0‘11.1 MR% 14111 is 6 A ns At mi xv ems .44 sP1/71 C. 491 5 4 OS DP/V. hap PAR1111454 N UR lick; s76 IR 1 1 11-1111114M15.5111.2■■ S-1T Aa PRI P i32 i. 1 WillIC 11■11 k .111B .17 1/141BASIII It 4 27A ISIRRSRAIHR 1101 S11111 .13 10111PIA.111 %II xlk4051 AMU POSINIEMEDESSIBEROBENEWil 94 P SIAIR.5: .64 SAMAR% It IASIlit Ill L1410 1 .2t It 111A: MOM r Al Rik 11114 Mu 511: .61 CO5. 1016 I. A11112 4'5 1.1 11.10111A1 ..9 11JIlltS: t.11.111111P1.4.1 1 S ' SIC Ill MAIM; la .11PLUI IS 111515M1131iit /*NCI rAil 11 114.1111S1R14161131ASSI IAN I 13 • DIMISAMOR IA111131 TV.: 111■1411.14`.5.11k1111141: .fie RV SIN 1115.11.2541 040 arc 10 . I ... 1111 . I- • - 1 1.• I 1 .:.* I lib. kit • LI i I 1 1 . ; n :0 11 45 I- 1 1 VA 1 1 II ; • 1 1 :.! .4 1 5 : II I. . I-- -- C 1 I I I!..' '_ • ! .. 5 !.7.7 - ---- I - 677.7 - - 7.3 1 - 0 .• h : . .. :.• ; . , ...... I i . It • . ._ ... _ _ a - -I- . I 1 1 o T 1- -- - -- a I --I ! - : • .4 i t 1 r _ ___i___-:_ 1 1 2. % I T It : •■••■... .1 1 1 ;7 It 7. :•:::• :•:•:•:•:?•:•:•:•:• :. •:. : • : ; : • It I ! I 1 -.a C ! I I 'i I I It ! C 1 4 1 1 is ls Si 221 '1 ▪ I / n 1 j 7 :i 1 __11:1 • • - • • It • 11 • • I C e • H - : . I 01.1.14■10114 II.. 11 itttwnt Vttl• 1116 4 / I 667 101/4 01702ACIIIHMAD PER ntAsE sin• S . i% A 111 VI 41 555 111151 C 7* . - . UP Pi• 1004 11. 111; C 1 I 10 I 1531- I 111.1 • . ■ ; : e a ; ; - 4 . 501 Sor64. 4 116 511 5.? : 9111 0 SS 951 • :01 16i 1 6 1 o: I 1 10 143 1:11 ; 94 1 2 :a 2 24 403 063 6.4 *40: 6413 n •1 P6; O41; 141 IP :0 1 10 sup b 4.. moo KA 111 :11■51 • :' Lss 1. 1. 7711M • t 111. 1 NOTE: MERIFY MCI MOMENTS WTH OVEN SUPPLIER. WALE NOT TO SCALE 115 •110■ 141 %IKON LI 164 NI 091..t01'.■ •44 I - com / 5:551k 4.7s ••• I ICI 110 KM 1 Ut K .44 :7 s 1. •• •••01 :a .■111S•10 ;1 27 , - I . - ;1111 I - ; PROM HEAVY DUTY RECEPTACLE ROUGH-IN FOR CCNNECION TO DECK OWN HOOD EXHAUST. 20 AMP ORCUIT, 208Y-IPH. (3) #12 RI 3/4' CONDUIT. PROVO( 1ST-LOCK TYPE MILK DISCONNECT COMECTION. FRONDE HEAVY OUTY RECEPTACI.F. ROUGH-IN FOR COMECTK41 TO EACH DECK OVEN (TWICAL or 4). 30 AP ORCUIT, 208V-3PiL (4) po « 3/4' CONSUL PROM HEAVY DUTY CORD AND PLUG (30 Al/P) CONNECTION AT EACH OVEN (TYPICAL OF 3). FLOOR ‘i14••10% 0.; ; ". • FRAN:URI %NB 71 PANEL IDI' 14 '. lani!-•■ PANEL K2 14.7 A0-111114 PI ■14 .544 It %MINI ISIP 1 1111 .5 k ■CI6141•5 0Ni* 4 114 • ROOF 44 41 1041114%1R %C.f CAS& (•.■11101/ .76■ 6.11471YLV /1S:11.1.61.1.A. 03.111 '011 1. LA 1. 10:M1M; 51 1119 •11 GEEING I I DECK OVEN OM AVAILABLE N 480V) F1TDFR: MO ■MP 3P 4W 4 CND 111 551- 1.45 1 ■ S 40• 1 .5111 - - . 0 e 'C 1 et 0 1115■1 es II . . 8 FP 1I1.1 . 14.:. I45111 S SIC It I .5 Ii, fa. TI 7-. st ID wo.1 Mill 'tilt FEEDER: 150 AMP 3P 4W + CND 44,. - - - - - -- -- - - ! iii 14 01.11111 A 5- St A 56 H - I An 1 A Zo 1 14 : 1_ : I .5 :II 1 3• I 3 .0 Iv I 1.1 104 11-1 IS A 10 15 • 50• 15 • 1 15.5 15.5 hue. 15.5 65 1% % 55.5 1 511.■D UV` 145155Np RII Li:1001MA i 52 I - 1 252 I 555S• - I 15.41$ 3 7: I 2/ /01 5 72 7: •3 : I/1 S.1•■•••1■■• .7! ; A I ! A us : A I 8 I. it 1*' 20 20 2.. 3. 1 I C . 1 11 3. 1 ; 113 :2 ; NI 1-1 : A 31 I tISMIM 193 P IAN It .10 ; R Zo s 5.4 t or WI Z.J I 4 , 41 C4•41kith /711, I A 3 I S. I 1101111R/VAR.RAD A 1 I at :.... 1 52 :1.45410•41A11.■PIS.51:Bc1/ ; C A- 1 ce..150 W-.410 Inv Itar..ad. 1- MI I. MAP:. It 1111 41 5.1111.• :•67 e Ice. .110! I N III 00:4 05* 00; 40a; 51113. 441 041 05.5 05.7 1 75 IAA 110/5. 1/1 .5 II 1%1 1.•• ta varo.: 555 1J1.'15• 6,74 LI 5 65% :5% 4 4 1 A11.4 ■11 54 4. ea' 15.5 25% • .11 I 4 %VAR . II.. Sr.;' 54%5T) 14 USN R 1 CI a I 1 A% 55 7 .7 11 1:0 46: I V: v 11.551 2 151111161945■1111 A Amu s 114 0 5:5 15.5 11. 1 155 T30 1. 66• IAA 570 15A 151 LA • 141 0 :411 t 1 2- I I01 u. 4: 1 to ars:east D1141011 11 1 151 014 1 1 1 5 .5551 S 11 U. A IAA 15 ■ 11 • IS ■ 144 11.5 • 51 • It 1 18" DECK OVEN ELECTRICAL CONNECTIONS 5 .5 II C S SC .5 II 5 PARTITION / ur NY oun..us • so :to :so :Is 1 :44 5$4 Si 4 44 5 5: S 12 Si' I 4! 1 5! I 66 I S TOTAL Cobb:WTI D 1440951t/11.11% 11554 A 1 15 • ■••1 le +15 51 5 11114 e• 346 555 I I I i 1111.4 t" 1 I I 11 0211NEICTED LOAD PO NUM 111551 5 19 1.S PRAM P *2 15 • s 1 155 I RI - 11 IRA .. . I I I 111111141 to* 55W 1l 555511411 All e 1.1 I 1 BA -I RR -3 II 1 15 17 .1 2.■ 51 5. II I. :a 11 27 /.51■•1 14. 500.1A•4 14111. 1.‘ II: 5P.U1I •P.5• AP.1.1 WV' HIS-? PA NEI. NI 14 5. 01111••■ PANEL LP I IIC 5110% 1 4114■02111111. KC III 11111100■11 P551 1 5514• I eta - I - vs 5.1.11•11.45: A I •••■ I 1 I 1 I I LUIZ I k;11116 I Kw) S• I 1 I I I 3 NI RAPT ARTA 1 040 I I 1 ICIA1111/315D114.5.1 1161111■5 055. I : I I 7 114 eAll 115111154 I 6(6 I I 0 I 145•4111011111•31 1 1 3: I I I 11 P.151 M a 1 PSI Ira: I 20 j I 1 13 NM■RT R. • 4111.41111•01 1 i I I I 15 I SPAR! i • I I 17 I I I , I I I 10 1 i I 1 21 I I I I i I I I I ! 1 27 I I I I i 2 I I 1 ;I ; c I .5 Ft .5 1 It i t a 1% 1 3 / I I 14 II I 2 1 INS5t4IM 16.stmma s Si r %Rail 11.41n5.; 4 I Ski etv4 1.6 gsscs o I IXIIR1.ILAIT5)6491Sla $ I 13111111R1 0.1111M;111.•Th 1 %TN „: i 501/3: 34 laat10:1, 14 15P WI Is I SPAM 2• 1 cr .FI Za s: Mattazgoe ; %car-elk:Az Tv/ FEIDER: OA AMP 3P 4W 4 CND Is s It .• 551 II 4. 5 I A . 5 .5 I . .5 .0.1P 1541 111015%5 1 : 4 41 5! 4 42 211 :SI 214 25; 251 :a :SS 211 : SS !VS 5 5: S 02 542 445 52 4 4! FEEDER 125 AMP 3P 4W • CND PR A■ff• 114171 - I 0 S 0 0 .05 AMP •50 101 IS 1 4% 111553 • 45 BUJ t 1 7o PI 51111 I I 1:' AIC I 1 14141 14511547 BY (AMOR& NOT PART OF BIS CONIRACT. FR011 NUTT 00IPANY 1RNISFORMER 411 ID 51.154 16 III MI 'Cl Ill V1 r1'111. I 4: I - 1 11 SU' 1 It: IMP 1111: 11.11A1 •16 11/B1R 1 C 1 1150. 45S SIC 1 It: 10' 11145 /14 11 Mk 14.5155110 11.1, st 7 Val MS It5 667 15 44 7 715% 511 111 ' ■1 Si 55.5.1 1;2 21 4 .4? 111 108 PRIPMPRIIIMPIPOI 1 30 165 165 IN A II IS It 015 IS 20 20 :511 24 > 16 Ill 103 NUT OatteCTED LII:VDPERPIIASE 111 Mt A 173 11A".5 I I $11551 14 I' IAA 55 IV% 11 1 Is 0 ao 041 0 IS 0 41 I ‘ - 114s5; 11 us 11(051 r.nn. %PP 1111 SIC 1 10 1 1.6 7 171Z j k11 e11 DI NOUN •■: 1 1 C.5.111Ft 7 fo - 5 II IA 15 17 11.1.■310R .25 so MP IMP.* •F? 2 1. 11 MI Ut I lir Its Act FS :5 22 IIN:ItlI CIRIC1FPF ACII 2+ SPARE 55 I Fin Al .55551 7.1 SPARS F7 F7 8 I I I 779 41 I 4 1 1111 )5S112 10 110 1111111110141 ro) ■■11•111 id I 110 l 5 4 Mk: Lli 10 04 0 50 4 024 24 0 74 074 0:1 120 103 7 426 CA CABINET I IM ■I 110: 47.1 • 26 .11 1 11 11 OC■110N C..e.:1141/41/4 Itrc Scruels 0111:1 CP1: 'A SMII FAX NIM1lAS 552 (651st SICIPT ACM 1 5115111RIS 1110 1191531113. 4 21 I IMAM IS .31 IIILVILIcS 551 l• 1 31 LI 1 11 MAPS t11332.11114•INC. STU nx 11115 PI915 IS 11116414 PANEL K I PANEL IGP 80A DISCONNECT %TCH 1 2(4`C-4,600 Icani & 1f1(G)) FEEDER: 125 AMP 3P 4% + GNI) _ . . . I 111 24. 1441 1 • - - - - -- • - - - - - A 20 1 15$ 20 zo 1 51 2 :0 2 $20 $10 016 HI 1 01 $20 096 1 14 1 02 1 22 1 SS 161 145 11 220 2 2 20 04.) 24) 000 20 I 000 075 oFS 1 41 /6: 511 0 MUN: 11 111511 SI RSA. 1 P V511. I sAa 4 Ric 115* 1 1116 LII 56 0 I 1.1111 119 11 1 MR 141. I(.41 ifl.0 14 e 11t: 142P 1110 1111 56 • 7 4:4 110/Al. /19 FESDIX PIM Oa . 105 ILVA 514 _S _ ANSI kIF 915 FEEDER: 60 AMP 3P 4W 4 20 1 IS :V 1 I PA II I 1 19 1 091 7 1 2 1 29 2.• 0 111. 10. 1 1 415$ 1 3 1 0 IS 20 1 VS 20 I o ss 3 a t PANEL "Kr 1 1 • zs 1?..4 • 00 04 • 24 024 0 • 24 074 150 150 PANEL PANEL • Ir .415 14 1.41 ,1/ 91 I 1.14•14111 FU SI WWI SCALE: NOT TO SCALE • 160 204120 CU S r1.•11 IC). 11 1.517 AVM 14 U. PANI1 "Kr SPARE CPI PANEL PROVIDED BY PAPUA BREAD NSTAUID BY ELECTRICAL CCNTRACIER SEE CPI OWINGS FOR MORE DETP&S. PANEL ONE-LINE DIAGRAM 3 POLE CONTACIORS FOR PHASE LOSS LIONITORiNG 4 POLE COMOACTORS FOR COMOVOLUED INTERIOR CABINET LAYOUT SECTION 1 SECTION 2 0 00 O r r1 PPS 2C01 UP/ Z15 IRO II n5 IMO STUD UP AREA IS COMPLETELY OPEN FOR CONDUIT ENTRY AND - DOES NOT REQUIRE XICIOC OUTS 000 II 206( 1204 4004 ILLKIL 2rt m, IAD 1DP 2COf 1211/ loOt IUD JOLATO 1-1/r FLPAGE AROUND CABINET BASE ONELINE DIAGRAM NOTES: • WiKE ARRANGMENTS MN LOCAL UTILITY COMPANY (OR LANDLORD) FOR PROVSICN OF NEW 800A, 120/2081,-3Pii DECTRICAL SERVa TO BMW INCLUDING INSTALLABON OF ANY REQUIRED CT's IJ METERING. ALL SCIRK SHALL BE RI ACCORDANCE 11111 UTILITY COMPANY REQUIREMENTS AND LOCAL COOL CONTRACTOR BID SHALL NCUIDE ALL WOW FECESSARY FOR A FULLY OPERATIONAL SWIM. CONTRACTOR SHALL CONTACT DIE BECTRIC UTIUTY C. TO WY AIL DUALS OF NEW RICE AND IS RESPONSIBIE FOR ANY FEES, CCNIRACTOR IS RESPONSIBLE FOR A COMPLETE MID OPERATIONAL SYSTEM IN COMPLIANCE NM NEC AND ALL STATE NA LOCAL CODES. • • • • ' 1 7 11 %. 1 ■ ...a s ...4 BAKERY CAFE: #1215 SYSTEM. GP (WARM) PROTOTYPE UPDATE 200606 8 1 1 CORES 8/10/07 • issue DATE: 2-16-07 PROJECT NUMBER. A05 ABOSSEM PROJECT 127020 DES/GAD Eff. oe. SH. CHECKED BY AVA SHEET NO: E5.1 ELECTRICAL PAPL SCHEME AP4D OE-LIME DAG SYMBOL 6 • MOTOR CONNECTION D DISCONNECT SWAATCH BRANCH CIRCUIT WIRING CONCEALED ABOVE CEILNG OR N PARTITION ORCUIT HOME RUN COMMUNICATIONS T -D- LIGHTING CONTROL N ABBREVIATIONS AFF A AWG CB ELEC EXIST EQUIP FA FOIC G.GID GFI HP IG ELECTRICAL LEGEND DUPLEX RECEPTACLE MOUNTED AT 15 "AFF UNLESS NOTED OTHERWISE QUAD PLEX RECEPTACLE MOUNTED AT 15 "AFF UNLESS NOTED OTHERWISE DUPLEX ISOLATED GROUND TYPE RECEPTACLE (IG5392CN ORANGE) MOUNTED AT 15'AFF UNLESS NOTED OTHERWISE QUAD PLEX ISOLATED GROUND TYPE RECEPTACLE MOUNTED AT 15'AFF UNLESS NOTED OTHERWISE DUPLEX GROUND FAULT INTERRUPTING TYPE RECEPTACLE JUNCTION BOX SINGLE SECTION PANELBOARD ROUGH-IN FOR TELEPHONE VOICE LNE MOUNTED AT 1S'AFF LRILESS NOTED OTHERWISE ROUGH-IN FOR TELEPHONE DATA LINE OR DATACOM MOUNTED AT 15 UNLESS NOTED OTHERWISE EMPTY CONDUIT FOR TELEPHONE CABLES TO BE INSTALLED BY COMMUNICATNS SUB CONTRACTOR EMPTY CONDUIT FOR DATA CABLES TO BE INSTALLED BY DATA COM SUB CONTRACTOR WALL MOUNTED TOGGLE SWITCH 3-WAY WALL MOUNTED TOGGLE SWITCH SLIDING DIMMER SNITCH (LEVITON OR EQUAL) PROGRAMMABLE TIME SWITCH (TO CONTROL STOREFRONT 1.IGHTNG CIRCUITS) ABOVE FlMSHED FLOOR AMPERE AMERICAN HARE GAUGE CIRCUIT BREAKER ELECTRICAL DOSING EQUIPMENT FIRE ALARM OMER FURNISHED • TM.MEO B CCEIE COMM GROUND GROUND FAULT NIERUPTER HORSEPOWER ISOLATED GROUND POWER DESCRIPTION J-BOX KW NIC PHI SPECS SW TEL TIP V w WP PH XFMR JUNCTION BOX KILOWATT NOT N CONTRACT PANEL SPECIFICATIONS SWITCH TELEPHONE TYPICAL VOLT WIRE WEATHERPROOF PHASE TRANSFORMER ELECTRICAL SPECIFICATIONS NOTE: MANUFACTURER'S NAMES ON 1MIlal THIS SPECIFICATION IS BASED INDICATE TIE MAUL( QUALITY OF PRODUCT REQUIRED. SUBSTITUTION MAY BE MADE TO THOSE SPECPIED IF DEEMED EQUIVALENT BY THE OSAER'S REPRESENTATIVE. ALL WORK AND PRODUCTS SHALL MEET 111E REQUIREMENTS OF THE LANDLORD. 1. THE GENERAL COMMONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS PART OF THIS SPECMICATION. 2. ALL WORN( TO BE N ACCORDANCE WITH THE RULES AND REGULATION OF THE LOCAL AUTHORITIES HAWING 3URISOICTICN AND THE MOST RECENT EDITION OF NATIONAL ELECTRIC CODE. 3. CONTRACTOR SHALL FILE PLANS VAIN AND OBTAIN APPROVALS FROM MUNICIPAL AGENCIES. ALL PERMITS AND CERTIFICATES OF INSPECTION SHALL BE MANED AND PAD FOR BY THE CONTRACTOR. PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE, PRIOR TO FINAL BILLING. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BD0RIG. BIDS STALL SERVE AS EVIDENCE OF KNOMEDGE OF DOSING CONDITIONS. HE SHALL CAREFULLY EXAMINE THE DOSING CONDITIONS AND LIMITATIONS THEREOF. HE SHALL ASCERTAIN COMMONS UNDER SIKH THE WORK MUST BE PERFORMED, INCLUDING THE HANDLING OF MATERIALS, SECURITY AND UNITING FELD DOIENSIONS FURTHER, DVS CONTRACTOR SHALL PROVDE FIELD VERIR7CATION OF LOCATION OF POINTS OF CONNECTION TO LANDLORD'S ELECTRICAL AND 1ELEEPHONE EQUIPMENT AND DISTANCE FROM LEASED SPACE. ANY DISCREPANCIES MATH THE CONSTRUCTION DOCI ENTS DISCOVERED AS A RESULT OF THE %ORErENJIONED FEED SURVEY, SHALL BE DROUGHT TO DE ATTENTION OF THE OWNER'S REPRESENTATIVE. PRIOR TO COMMENCING ANY WORK. ANY ADDITIONAL COSTS RESULTING FROM CONTRACTOR'S FAILURE TO DO SO SHALL BE HIS RESPONSIBILITY AND SHALL BE BORNE BY HIM. 5. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIRD CHANGES IN HIS WORK AS THE JOB PROGRESSES; AN ACCURATE RECORD OF ML WORK AS ACTUALLY INSTALLED. UPON COMPLETION OF THE WORK AND BEFORE FINIAL PAYMENINT IS AUTHORIZED, SHALL TURN OVER TO THE MEWS REPRESENTATIVE A RECORD SET OF PRINTS SHOWING THESE CHANGES 6. SUBMIT MATERIAL LISTS AND SHOP DRAMANGS FOR MAJOR EQUIPMENT TO THE OMaER'S REPRESENTATIVE FOR REVEAL SUBMITTALS SHALL BE IN ACCORDANCE VIM H GENERAL CONDITIONS AND SHALL BEAR 1T E STAMP OF THE DECIMAL CONTRACTOR SHOMAHG THAT HE HAS REVMEMED AND APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FOR REJECTION SITHOUT REVIEW BY THE OWNER. 7. THIS CONTRACTOR SHALL 00 ALL CUTTING, CHASING, OR OHMNELNG AND PATOWG REQUIRED FOR ANY WORK HERON SPEOFED. ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE CORE- BORED, SLEEVED. GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND AT LEAST 2' AFF ALL SLEEVES, OPENINGS. ETC. U*C UGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT NSTAU.A11ON TO RETAIN FIRE RATING. 8. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, WAINTANNG AND REPAIR. HANGERS SHALL INCLUDE MI MISCELLANEOUS STEEL„ SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK MD SHALL. BE SECURED TO THE BUILDING STRUCTURE, NOT TO PIPING OR DUCTWORK ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE EXPOSED CONDUIT SHALL BE RUN N STRAIGHT LINES PARALLEL NTH OR AT RIGHT ANGLES TO COLON LIES AND SEPARATED AT LEAST S FROM WATER INES MTEREVER THEY RUN ALONG ME OR ACROSS SUCH LIIES. 9. (WRY PART OF THE INSTALLATION SHALL BE TESTED. OPERATED AND LEFT N PERFECT WORKING ORDER. SHOULD TESTING REVEAL ANY OTHER DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND RERUN TESTS UNTIL THE ENTIRE NSTAI A1ION IS SATISFACTORY N ALL RESPECTS 10. GUARANIES CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF If PROECT BY THE Own. IT IS UNDERSTOOD BY HIS ACCEPTANCE OF THE CONTRACT THAT THIS CONTRACTOR MILL MAKE GOOD ANY AND ALL WORK WFIOI N ANY WAY HAS BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WKORIOIMNSIKP FOR ANY CAUSE OTHER THAN ORDINARY SEAR AND WAR FOR THE SAME PERIOD. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROM'S CAUSED BY DEFECTS N 1NORKHMNSHP OR N DE WORK OR EQUIPMENT FURNISHED AD/OR INSTALLED BY NCI. 11. DIE CONTRACTOR. BEFORE FINAL ACCEPTANCE BY DIE MINER MILL BE GRANTED, SHALL CLEAN All LIGHTING FIXTURES, DEVICE PLATES, SERVICE FITTINGS AND OT ER HEMS FURNISHED MI+DER THIS CONTRACT. HE SHALL INSURE THAT ALL ORECTORES ARE N PLACE NIL COMPLETED OR REMISED SCEDULES AND ALL DOITIFICA11ONS AND MARKINGS OF EQUIPMENT, CABLES AND OTTER ITEMS ARE COMBED. 12. THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK YAM ALL OTHER TRADES CONTRACTOR SHALL VERIFY VOLTAGE OF L EOUMCAL EQUPIEINT AND FLUORESCENT FIXTURE BALLASTS. PRIOR 00IW CNG ANY WORK. NO REMOVALS SHML BE MADE MAHOUT OMNER'S APPROVAL ML DOSING EQUIPMENT, MATERIALS, ETC THAT ARE NOT TO RE REUSED SWL BE REMOVED COMPLETELY AND DISPOSED CF BY THIS CONTRACTOR 13. US CONTRACTOR SHALL MAKE AARRANGEIIDI1S FOR TE3WORARY POSER AND SMALL PAY THE COST FOR THE UTILITY CONECTION AHD SHALL BE RESPCN LE FOR THE PROPER MAINIIENANCE OF DE IOPORARY WORK AND FOR DIE REMOVAL OF SAYE CONTRACTOR 1TJPOR SHAH. PA ALL UMW DUXES CO NECDCN SUN TIE CONTRACTOR SHALL PROVIDE GROAN FAlLT PROTECTION FOR ALL POSER EQUIPMENT NT USED ON THE PREMISES DURING CONSTRUCTION. 14. SCOPE OF WORK CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SPPLES, EQUIPMENT AND FEES REQUIRED TO COMPLETELY INSTALL, TEST AND PLACE THE WREN SPECIED EQUIPMENT, COMPONENTS, CONTROLS, MID SYSTEMS N SUPACE. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS NCI.UOII ML PANELS AND COMPLETE BRANCH ORCUIT NIitNG visual COMPLETE UTILITY MOTOR WRING SYSTEMS (EXCEPT AS NOTED) COMPLETE VOTING FIXTURE NSTALLATION COMPLETE TELEPHONE CONDUIT SYSTEM. CONDUIT FROM POINT OF CONNECTION TO LANDLORD'S SYSTEM AND ALL IERMONAL DEVICES, BOXES, CONDUIT. PLATES. ETC. TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION SIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAMS. FURNISHED BY THE OWNER PROVISIONS FOR FMtE ALARM/`SMOKE EVACUATION SYSTEM AND EXTENSION TO LANDLORD'S SYSTEM TESTING OF ALL CABLES AND CIRCUIT WRING AFTER INSTALLATION TESTNG OF ALL ELECTRICAL [(NIMBLY WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATED OF PROECT CLOSE -OUT 15. ELECTRICAL SERVICE PROVIDE ELECTRICAL AS INDICATED ON THE ORANGG. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD CR THE POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. a.OSELY COORDINATE ENTIRE INSTALLATION SITH THE POSER COMPANY. CONTRACTOR SHALL MAKE ARRANGEMENTS NM THE LOCAL UTEITY FOR INSTALLATION OF METERING. 16. CONTRACTOR SHALL MAKE ARRANGEMENTS NM THE LOCAL TELEPHONE UTILITY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL BE PROVIDED SATIRE REQUIRED FOR UTUTY COMPANY MIRES. COORDINATE NSTALLATION OF TELEPHONE WORK AND INSTALL ML CONDUIT FOR TELEPHONE SY51EM. OUTLET BOXES SHALL BE 4 SQUARE IIRIMIN 11N1 H SINGLE DEVICE COVER Al D TELEPHONE PLATE. PROVIDE INTERIOR TYPE 4-0 PLYWOOD 24' X 24' TO SERVE AS TELEPHONE TERMINAL BOARD. 17. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SNOW, NOTED OR SCHEDULED FOR A COMPLETE AND MASHED INSTALLATION. 17.1 THE WORD PROVIDE AS USED HEREIN MEANS TO FURNISH AND INSTALL COMPLETE. 17.2 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS THEREOF. SHALL BE NEW AND SUCH AS APPEARS ON TIE UIIDERNOTER'S LABORATORY LIST OF APPROVED ITEMS AND SHALL MEET THE REQUIREIENNTS OF RECOGNIZED STANDARDS 17.3 EQUIPMENT SHALL BE SIZED N CONFORMITY UM REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES. 18. CONDUIT SHALL BE STANDARD STEEL, RIGID. AMC OR EMT (THIN WALL) ACCORDING TO CODE REQUIREMENTS: CONDUIT SHALL BE CONOEMED N FISHED AREAS, EXCEPT AS OT ERASE APPROVED BY OMIER'S REPRESENTATIVE 19. RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL REQUIRED FOR SERVICE:. CONSTRUCTED OF GALVANIZED STEEL MATH SNAP -ON COVERS, WITH 1/8" MOUNTING SCREW KNOCICOUTS IN BASE APPROXIMATELY 8' 0.G PROMO( MTINGS INDICATED MIDI MATCH AND MATE MATH RACOYAY. FINISH MITI MRMUFACIUI ER'S STANDARD PRIME COATING SUITABLE FOR PAWING. 20. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER; MATH 600V NSLATION: 20.1 j10 AND SMALLER - SOLID 1MlH SINGLE BRAD OR STRANDED 8 AND LARGER - STRANDED MAIN AT LEAST DOUBLE BRAD. ANAL MARE SIZE SHALL BE /12. EXCEPT /I4 MAY BE USED FOR CONTROL APPUCATIONS< 20.2 ALL I RE AND CABLE SHALL SE NEW AND SHALL BE BROUGHT TO DE STE N UNBROKEN PACKAGES 20.3 GENERAL WING SHALL HAVE 1HIW. THIN OR TMW INSULATION. 20.4 ALARIUI CONDUCTORS ARE NOT PERMITTED FOR BRANCH CROAT WIRING. 20.5 MARES SHALL BE COLOR COOED IN KEEPNG UM NEC STANDARDS 21. OUTLET BOXES AND COMERS SHALL BE ONE PIECE. GALVAHIZED CR SIERARDIZED STEEL. KNOCK -OUT TIN W/TIXIUIRE STUDS AS REQ. JUNCTION BOXES. PUL BOXES AND COWERS SHALL BE GAL.VANIED STEEL CODE GAUGE AND SIZE. 22. MIMIG DEVICES: WALL MOLES, SINGLE POLE. DOUBLE POLE. AND THREE WAY SHALL BE GENERAL DUTY, FLUSH. TOGGLE SNITCHES; SPECIICIIMON (TRADE, 20A. 120/277 RBI SCREW IERMSNAL5 MANUFACTURES 90/111E mean. BRYANT, PASS AND SOMORN:. OR LEMTRONL MUM DUTY OLWLD( RECEPTACLES SHALL BE 2- POLL 3-1E& GROWING TWO, SPPEOPICA11ON GRADE, 201. 125V. NR3IA 5-2OR IIEESS OTHERWSE ROICAIED.. MANUFACTURES SHALL DE HIUBULH, BIZYANL PASS AND SEYMORE. OR MOROI. GROUND FAULT RDERRUIPTER RECEPTACLE STALL BE GEIER& CUM CUPID( RECEPTACLES. GROUND FAULT OIRDI'T INTERRUPER. FEED DROUGH TWO, CAPABLE OF PROTECTING CONIfECTED DIAWISTREAM RECEPTACES ON A WOE ° RIM, GROUTING TWE UL -RATED QASS A. GROUP 1, 20J. 120N. 60 07 RI rlH SOLD -STATE GROUND FART SENSING AND 9GNM.RA NTH 5 WIAPERES GROUND-FAULT AP LEVEL; N NEMA 5-15R CONFIGURATION. IUNINACIAIERS SWL BE HUMERI. BRYANL PASS AND SOME, CR LEMON. OPMD(E MEAID GROUND TWPE RECEPTACLE VIAL BE 2 -POLL 4-WRE. 1SAL STRAIGHT BLADE DEVICE Will SEPARATE ISOLATED GROUND ND B *ONG GROUND CONNECTIONS, IN NEW► $-15R COINFICAIRAICIL AS WIIRUFAClIiRFD BY IM BELL IG -5362 ANY RECEPTACLE THAT IS INSTALLED AT CR BELOW 37 NOES SUM. BE INRSTAILED GROUND UP MD NIT RECEPTACLE MT IS INSTALED AT OR ABM 38 INCHES SNAIL RE VISTAED GRQIND LEMIL SEE OWE. 23. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONVECT A COMPLETE SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES A GOOD MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE NTH APPROVED GROUNDING CONIECTORS. 29. ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY MTH ALL LOCAL, STATE AND NEC CODES AND REGULATIONS. PANELS. CONDUIT SYSTEMS. MOTOR FRAMES, UGHING FIXTURES AND OTHER EQUIPMENT THAT ARE A PART OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY N ACCORDANCE NTH AU. CODES MAN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM NTH SECTION 250, TABLE 250-66 OF TIE NATIONAL ELECTRICAL CODE PROVIDE CONDUIT TO PROTECT GROUND WIRE FROM DAMAGE TO AN AREA 6 FT. ABOVE FLOOR. MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT ENTIRE SYSTEM. GROUND ALL 3 WIPE RECEPTACLES TO THE CURET BOXES. GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER LNE. GROUND CONDUCTOR SHALL BE STIPPLED IN ALL NON- UETAWC CONDUIT. 24. LIGHTING PANEL BOARD SHALL BE 3- PHASE, 4 -WILE DISTRIBUTED PHASE TYPE VAIN SOLO NEUTRAL GROUND LUG, GROUND BUS AND NUMBER 1W CIRCUIT BREAKERS AS SHOWN ON THE PANEL SCHEDULE. BUSWAYS SHALL BE HARD DRAWN COPPER. CARNET SHALL BE CONSTRUCTED OF CODE GAUGE STEEL NATH HINGED DOOR HAWING DIRECTORY CARD, NEATLY AND PROPERLY INSCRIBED AND SET N FRAME KITH TRANSPARENT COVER. ALL ENFACERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC NTH ALL TWO OR THREE POLE BREAKERS R AVNG COMMON TRIP. CIRCUIT BREAKERS SHALL EE RATED FOR MAIM 1000 AMP SYWETRICAL SHORT CIRCUIT CURRENT AT 12O/206V. CIRCUIT BREAKERS SERVING UGHTING CIRCUITS SHALL BE RATED FOR SNATCH SERUM. PANNEEBOAROS AND BREAKERS SHALL BE AS MANUFACTURED BY SQUARE -D OR EQUAL PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE PHASES 25. PROVIDE SAFETY AND DISCONNECT SIMTCHIES, FUSED OR NON- FUSED. AS CALLED FOR ON °RAASING AND AS REQUIRED BY CODE. SNITCHES SHALL BE HEAVY DULY. LOAD AND HORSEPOSER RATED AS MANUFACTURED BY SQUARE -D, GENERAL ELECTRIC, OR EQUAL SNITCH ENCLOSURE TO BE SUITABLE FOR APPLICATION. FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE AND AMPACTY DESIGNED TO PROTECT SYSTEM AGAINST AVAILABLE SHORT CIRCUIT FAULT CURRENT. 26. F REQUIRED. PROVIDE ORY TYPE TRANSFORMER HIGH SHALL BE COMPLETELY ENCLOSED EXCEPT FOR %ENTILAING OPENINGS MAIN KVA MD VOLTAGE RATINGS AS CALLED FOR ON THE GRAN NG AS MANUFACTURED BY SQUARE -D. TRANSFORMER SHALL HAVE A MU NN OF LASS 155 INSULATION SYSTEM, AND A WHIM OF (4) 2 - 1/2 X TAPS BELOW AND (2) 2 - 1/2 X TAPS ABOVE RATED PRIMARY VOLTAGE. SOIRD LEVEL. SHALL BE LOW AND NSTALAIWN STALL INCLUDE VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY. 27. LIGHTING FIXTURES; THE CONTRACTOR SHALL PROVIDE A NEW LIGHTING FIXTURE OF THE TYPE SPECHFED FOR EACH LIGHTING OUTLET SHOO MATH COMPLETE LAMPS OR TUBES ALL FIXTURES SHALL BE HUNG AND MOUNTED N PLACE, PROPERLY SHRED. TESTED MD LEFT READY FOR OPERATION. 28. PAINTING OF ELECTRICAL CONDUITS. ETC. IF REQUIRED, MALL BE BY GENERAL CONTRACTOR. DIMLY: IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE N EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECFICALLY MENTIONED OR SHOSN ON THE CRAW IGS. BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FU ISHED THE LOCATION Cf RECEPTACES AND FDXMUiES SHOW ON THE DRAWING IS APPRO)IIA1E AND THE OVER SHALL HAVE THE RIGHT TO RELOCATE AMY RECEPTACLES OR FIXTURES BEFORE THEY ARE INSTALLED MITHOUT ADDLTIONAL COST. PROVIDE STRAIN RELIEF - ELBOW AT CONNECTION TO JUNCTION BOX. FLEXIBLE CONDUIT TO 3" -0" FROM FLOOR. TWMSTLOCKS FOR CONNECTION TO EQUIPMENT. TWIST -LOCK DEVICES EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC 250 -122 BONDED TO ENCLOSURE (TYPICAL) JUNCTION BOX 7 -BAKERY ARCH LIQUIDTITE FLEXIBLE CONDUIT (6 -O' MAX.) EQUIPMENT EQUIPMENT CORD ()BAK (4 \\ BAKERY ARCH EQUIPMENT DETAIL ERY (NOT USED.) NOT TO SCALE (NOT USED.) GROUND ABOVE DUPLEX RECEPTACLE A 37" AND BELOW NOTE: ALL ISOLATED GROUND RECEPTACLES SHALL HAVE A SEPARATE INSULATED 012 CU. CONDUCTOR TIED TO THE GREEN GROUND SCREW OF THE RECPTACLE AND RAN TO AND CONNECTED TO THE PANEL GROUND BAR. RECEPTACLE GROUND LOCATION DETAIL NOT TO SCALE MULTIPLE CONDUIT SUPPORT DETAIL NOT TO SCALE E 5 . 2 E5.2 NOT TO SCALE • • • • TYPICAL BONDING AND GROUNDING DETAIL NOT TO SCALE z - GALVANIZED 1/2" BOLT THREADED RODS DOUBLE NUT WITH WASHERS DUPLEX RECEPTACLE ® 38" AND ABOVE r 1 -1/2" X 1 -1/2" GALVANIZED CHANNEL OR STRUT CONDUIT FROM 800A FUSED DISCONNECT INCOMING NEUTRAL /GROUND CONDUCTOR �-- SUB PANEL "CPI PANEL" NEUTRA NEUTRAL BAR (ISOLATED) PLASTIC BUSHING GROUND BELOW LIGHTING OR POWER PANELBOARD CABINET (208 VOLT) E QUIPMENT GROUNDING CONDUCTOR SIZED PER NEC 250 -122 CONDUIT NEUTRAL BAR (ISOLATED) GROUND BAR :v.1.-T • •- ie 1 40 .77 - r. r.- • • • BAKERY CAFE: # SYSTEM. G2 (WARM) PROTOTYPE UPOATE 2006 ISSUE DATE: 2-16-07 PROJECT WADER A06 -506 A8OSSE'1 PROJECT *2TCQO DESKAID BY. 06. Sm. (AG CHECKED BY AVA SHEET NO: E5.2 ELECTRICAL DE ifJLS AMI SPEOFICATHONS r&i INC., _. J SYMBOL 6 • MOTOR CONNECTION D DISCONNECT SWAATCH BRANCH CIRCUIT WIRING CONCEALED ABOVE CEILNG OR N PARTITION ORCUIT HOME RUN COMMUNICATIONS T -D- LIGHTING CONTROL N ABBREVIATIONS AFF A AWG CB ELEC EXIST EQUIP FA FOIC G.GID GFI HP IG ELECTRICAL LEGEND DUPLEX RECEPTACLE MOUNTED AT 15 "AFF UNLESS NOTED OTHERWISE QUAD PLEX RECEPTACLE MOUNTED AT 15 "AFF UNLESS NOTED OTHERWISE DUPLEX ISOLATED GROUND TYPE RECEPTACLE (IG5392CN ORANGE) MOUNTED AT 15'AFF UNLESS NOTED OTHERWISE QUAD PLEX ISOLATED GROUND TYPE RECEPTACLE MOUNTED AT 15'AFF UNLESS NOTED OTHERWISE DUPLEX GROUND FAULT INTERRUPTING TYPE RECEPTACLE JUNCTION BOX SINGLE SECTION PANELBOARD ROUGH-IN FOR TELEPHONE VOICE LNE MOUNTED AT 1S'AFF LRILESS NOTED OTHERWISE ROUGH-IN FOR TELEPHONE DATA LINE OR DATACOM MOUNTED AT 15 UNLESS NOTED OTHERWISE EMPTY CONDUIT FOR TELEPHONE CABLES TO BE INSTALLED BY COMMUNICATNS SUB CONTRACTOR EMPTY CONDUIT FOR DATA CABLES TO BE INSTALLED BY DATA COM SUB CONTRACTOR WALL MOUNTED TOGGLE SWITCH 3-WAY WALL MOUNTED TOGGLE SWITCH SLIDING DIMMER SNITCH (LEVITON OR EQUAL) PROGRAMMABLE TIME SWITCH (TO CONTROL STOREFRONT 1.IGHTNG CIRCUITS) ABOVE FlMSHED FLOOR AMPERE AMERICAN HARE GAUGE CIRCUIT BREAKER ELECTRICAL DOSING EQUIPMENT FIRE ALARM OMER FURNISHED • TM.MEO B CCEIE COMM GROUND GROUND FAULT NIERUPTER HORSEPOWER ISOLATED GROUND POWER DESCRIPTION J-BOX KW NIC PHI SPECS SW TEL TIP V w WP PH XFMR JUNCTION BOX KILOWATT NOT N CONTRACT PANEL SPECIFICATIONS SWITCH TELEPHONE TYPICAL VOLT WIRE WEATHERPROOF PHASE TRANSFORMER ELECTRICAL SPECIFICATIONS NOTE: MANUFACTURER'S NAMES ON 1MIlal THIS SPECIFICATION IS BASED INDICATE TIE MAUL( QUALITY OF PRODUCT REQUIRED. SUBSTITUTION MAY BE MADE TO THOSE SPECPIED IF DEEMED EQUIVALENT BY THE OSAER'S REPRESENTATIVE. ALL WORK AND PRODUCTS SHALL MEET 111E REQUIREMENTS OF THE LANDLORD. 1. THE GENERAL COMMONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS PART OF THIS SPECMICATION. 2. ALL WORN( TO BE N ACCORDANCE WITH THE RULES AND REGULATION OF THE LOCAL AUTHORITIES HAWING 3URISOICTICN AND THE MOST RECENT EDITION OF NATIONAL ELECTRIC CODE. 3. CONTRACTOR SHALL FILE PLANS VAIN AND OBTAIN APPROVALS FROM MUNICIPAL AGENCIES. ALL PERMITS AND CERTIFICATES OF INSPECTION SHALL BE MANED AND PAD FOR BY THE CONTRACTOR. PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE, PRIOR TO FINAL BILLING. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BD0RIG. BIDS STALL SERVE AS EVIDENCE OF KNOMEDGE OF DOSING CONDITIONS. HE SHALL CAREFULLY EXAMINE THE DOSING CONDITIONS AND LIMITATIONS THEREOF. HE SHALL ASCERTAIN COMMONS UNDER SIKH THE WORK MUST BE PERFORMED, INCLUDING THE HANDLING OF MATERIALS, SECURITY AND UNITING FELD DOIENSIONS FURTHER, DVS CONTRACTOR SHALL PROVDE FIELD VERIR7CATION OF LOCATION OF POINTS OF CONNECTION TO LANDLORD'S ELECTRICAL AND 1ELEEPHONE EQUIPMENT AND DISTANCE FROM LEASED SPACE. ANY DISCREPANCIES MATH THE CONSTRUCTION DOCI ENTS DISCOVERED AS A RESULT OF THE %ORErENJIONED FEED SURVEY, SHALL BE DROUGHT TO DE ATTENTION OF THE OWNER'S REPRESENTATIVE. PRIOR TO COMMENCING ANY WORK. ANY ADDITIONAL COSTS RESULTING FROM CONTRACTOR'S FAILURE TO DO SO SHALL BE HIS RESPONSIBILITY AND SHALL BE BORNE BY HIM. 5. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIRD CHANGES IN HIS WORK AS THE JOB PROGRESSES; AN ACCURATE RECORD OF ML WORK AS ACTUALLY INSTALLED. UPON COMPLETION OF THE WORK AND BEFORE FINIAL PAYMENINT IS AUTHORIZED, SHALL TURN OVER TO THE MEWS REPRESENTATIVE A RECORD SET OF PRINTS SHOWING THESE CHANGES 6. SUBMIT MATERIAL LISTS AND SHOP DRAMANGS FOR MAJOR EQUIPMENT TO THE OMaER'S REPRESENTATIVE FOR REVEAL SUBMITTALS SHALL BE IN ACCORDANCE VIM H GENERAL CONDITIONS AND SHALL BEAR 1T E STAMP OF THE DECIMAL CONTRACTOR SHOMAHG THAT HE HAS REVMEMED AND APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FOR REJECTION SITHOUT REVIEW BY THE OWNER. 7. THIS CONTRACTOR SHALL 00 ALL CUTTING, CHASING, OR OHMNELNG AND PATOWG REQUIRED FOR ANY WORK HERON SPEOFED. ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE CORE- BORED, SLEEVED. GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND AT LEAST 2' AFF ALL SLEEVES, OPENINGS. ETC. U*C UGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT NSTAU.A11ON TO RETAIN FIRE RATING. 8. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, WAINTANNG AND REPAIR. HANGERS SHALL INCLUDE MI MISCELLANEOUS STEEL„ SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK MD SHALL. BE SECURED TO THE BUILDING STRUCTURE, NOT TO PIPING OR DUCTWORK ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE EXPOSED CONDUIT SHALL BE RUN N STRAIGHT LINES PARALLEL NTH OR AT RIGHT ANGLES TO COLON LIES AND SEPARATED AT LEAST S FROM WATER INES MTEREVER THEY RUN ALONG ME OR ACROSS SUCH LIIES. 9. (WRY PART OF THE INSTALLATION SHALL BE TESTED. OPERATED AND LEFT N PERFECT WORKING ORDER. SHOULD TESTING REVEAL ANY OTHER DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND RERUN TESTS UNTIL THE ENTIRE NSTAI A1ION IS SATISFACTORY N ALL RESPECTS 10. GUARANIES CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF If PROECT BY THE Own. IT IS UNDERSTOOD BY HIS ACCEPTANCE OF THE CONTRACT THAT THIS CONTRACTOR MILL MAKE GOOD ANY AND ALL WORK WFIOI N ANY WAY HAS BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WKORIOIMNSIKP FOR ANY CAUSE OTHER THAN ORDINARY SEAR AND WAR FOR THE SAME PERIOD. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROM'S CAUSED BY DEFECTS N 1NORKHMNSHP OR N DE WORK OR EQUIPMENT FURNISHED AD/OR INSTALLED BY NCI. 11. DIE CONTRACTOR. BEFORE FINAL ACCEPTANCE BY DIE MINER MILL BE GRANTED, SHALL CLEAN All LIGHTING FIXTURES, DEVICE PLATES, SERVICE FITTINGS AND OT ER HEMS FURNISHED MI+DER THIS CONTRACT. HE SHALL INSURE THAT ALL ORECTORES ARE N PLACE NIL COMPLETED OR REMISED SCEDULES AND ALL DOITIFICA11ONS AND MARKINGS OF EQUIPMENT, CABLES AND OTTER ITEMS ARE COMBED. 12. THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK YAM ALL OTHER TRADES CONTRACTOR SHALL VERIFY VOLTAGE OF L EOUMCAL EQUPIEINT AND FLUORESCENT FIXTURE BALLASTS. PRIOR 00IW CNG ANY WORK. NO REMOVALS SHML BE MADE MAHOUT OMNER'S APPROVAL ML DOSING EQUIPMENT, MATERIALS, ETC THAT ARE NOT TO RE REUSED SWL BE REMOVED COMPLETELY AND DISPOSED CF BY THIS CONTRACTOR 13. US CONTRACTOR SHALL MAKE AARRANGEIIDI1S FOR TE3WORARY POSER AND SMALL PAY THE COST FOR THE UTILITY CONECTION AHD SHALL BE RESPCN LE FOR THE PROPER MAINIIENANCE OF DE IOPORARY WORK AND FOR DIE REMOVAL OF SAYE CONTRACTOR 1TJPOR SHAH. PA ALL UMW DUXES CO NECDCN SUN TIE CONTRACTOR SHALL PROVIDE GROAN FAlLT PROTECTION FOR ALL POSER EQUIPMENT NT USED ON THE PREMISES DURING CONSTRUCTION. 14. SCOPE OF WORK CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SPPLES, EQUIPMENT AND FEES REQUIRED TO COMPLETELY INSTALL, TEST AND PLACE THE WREN SPECIED EQUIPMENT, COMPONENTS, CONTROLS, MID SYSTEMS N SUPACE. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS NCI.UOII ML PANELS AND COMPLETE BRANCH ORCUIT NIitNG visual COMPLETE UTILITY MOTOR WRING SYSTEMS (EXCEPT AS NOTED) COMPLETE VOTING FIXTURE NSTALLATION COMPLETE TELEPHONE CONDUIT SYSTEM. CONDUIT FROM POINT OF CONNECTION TO LANDLORD'S SYSTEM AND ALL IERMONAL DEVICES, BOXES, CONDUIT. PLATES. ETC. TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION SIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAMS. FURNISHED BY THE OWNER PROVISIONS FOR FMtE ALARM/`SMOKE EVACUATION SYSTEM AND EXTENSION TO LANDLORD'S SYSTEM TESTING OF ALL CABLES AND CIRCUIT WRING AFTER INSTALLATION TESTNG OF ALL ELECTRICAL [(NIMBLY WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATED OF PROECT CLOSE -OUT 15. ELECTRICAL SERVICE PROVIDE ELECTRICAL AS INDICATED ON THE ORANGG. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD CR THE POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. a.OSELY COORDINATE ENTIRE INSTALLATION SITH THE POSER COMPANY. CONTRACTOR SHALL MAKE ARRANGEMENTS NM THE LOCAL UTEITY FOR INSTALLATION OF METERING. 16. CONTRACTOR SHALL MAKE ARRANGEMENTS NM THE LOCAL TELEPHONE UTILITY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL BE PROVIDED SATIRE REQUIRED FOR UTUTY COMPANY MIRES. COORDINATE NSTALLATION OF TELEPHONE WORK AND INSTALL ML CONDUIT FOR TELEPHONE SY51EM. OUTLET BOXES SHALL BE 4 SQUARE IIRIMIN 11N1 H SINGLE DEVICE COVER Al D TELEPHONE PLATE. PROVIDE INTERIOR TYPE 4-0 PLYWOOD 24' X 24' TO SERVE AS TELEPHONE TERMINAL BOARD. 17. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SNOW, NOTED OR SCHEDULED FOR A COMPLETE AND MASHED INSTALLATION. 17.1 THE WORD PROVIDE AS USED HEREIN MEANS TO FURNISH AND INSTALL COMPLETE. 17.2 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS THEREOF. SHALL BE NEW AND SUCH AS APPEARS ON TIE UIIDERNOTER'S LABORATORY LIST OF APPROVED ITEMS AND SHALL MEET THE REQUIREIENNTS OF RECOGNIZED STANDARDS 17.3 EQUIPMENT SHALL BE SIZED N CONFORMITY UM REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES. 18. CONDUIT SHALL BE STANDARD STEEL, RIGID. AMC OR EMT (THIN WALL) ACCORDING TO CODE REQUIREMENTS: CONDUIT SHALL BE CONOEMED N FISHED AREAS, EXCEPT AS OT ERASE APPROVED BY OMIER'S REPRESENTATIVE 19. RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL REQUIRED FOR SERVICE:. CONSTRUCTED OF GALVANIZED STEEL MATH SNAP -ON COVERS, WITH 1/8" MOUNTING SCREW KNOCICOUTS IN BASE APPROXIMATELY 8' 0.G PROMO( MTINGS INDICATED MIDI MATCH AND MATE MATH RACOYAY. FINISH MITI MRMUFACIUI ER'S STANDARD PRIME COATING SUITABLE FOR PAWING. 20. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER; MATH 600V NSLATION: 20.1 j10 AND SMALLER - SOLID 1MlH SINGLE BRAD OR STRANDED 8 AND LARGER - STRANDED MAIN AT LEAST DOUBLE BRAD. ANAL MARE SIZE SHALL BE /12. EXCEPT /I4 MAY BE USED FOR CONTROL APPUCATIONS< 20.2 ALL I RE AND CABLE SHALL SE NEW AND SHALL BE BROUGHT TO DE STE N UNBROKEN PACKAGES 20.3 GENERAL WING SHALL HAVE 1HIW. THIN OR TMW INSULATION. 20.4 ALARIUI CONDUCTORS ARE NOT PERMITTED FOR BRANCH CROAT WIRING. 20.5 MARES SHALL BE COLOR COOED IN KEEPNG UM NEC STANDARDS 21. OUTLET BOXES AND COMERS SHALL BE ONE PIECE. GALVAHIZED CR SIERARDIZED STEEL. KNOCK -OUT TIN W/TIXIUIRE STUDS AS REQ. JUNCTION BOXES. PUL BOXES AND COWERS SHALL BE GAL.VANIED STEEL CODE GAUGE AND SIZE. 22. MIMIG DEVICES: WALL MOLES, SINGLE POLE. DOUBLE POLE. AND THREE WAY SHALL BE GENERAL DUTY, FLUSH. TOGGLE SNITCHES; SPECIICIIMON (TRADE, 20A. 120/277 RBI SCREW IERMSNAL5 MANUFACTURES 90/111E mean. BRYANT, PASS AND SOMORN:. OR LEMTRONL MUM DUTY OLWLD( RECEPTACLES SHALL BE 2- POLL 3-1E& GROWING TWO, SPPEOPICA11ON GRADE, 201. 125V. NR3IA 5-2OR IIEESS OTHERWSE ROICAIED.. MANUFACTURES SHALL DE HIUBULH, BIZYANL PASS AND SEYMORE. OR MOROI. GROUND FAULT RDERRUIPTER RECEPTACLE STALL BE GEIER& CUM CUPID( RECEPTACLES. GROUND FAULT OIRDI'T INTERRUPER. FEED DROUGH TWO, CAPABLE OF PROTECTING CONIfECTED DIAWISTREAM RECEPTACES ON A WOE ° RIM, GROUTING TWE UL -RATED QASS A. GROUP 1, 20J. 120N. 60 07 RI rlH SOLD -STATE GROUND FART SENSING AND 9GNM.RA NTH 5 WIAPERES GROUND-FAULT AP LEVEL; N NEMA 5-15R CONFIGURATION. IUNINACIAIERS SWL BE HUMERI. BRYANL PASS AND SOME, CR LEMON. OPMD(E MEAID GROUND TWPE RECEPTACLE VIAL BE 2 -POLL 4-WRE. 1SAL STRAIGHT BLADE DEVICE Will SEPARATE ISOLATED GROUND ND B *ONG GROUND CONNECTIONS, IN NEW► $-15R COINFICAIRAICIL AS WIIRUFAClIiRFD BY IM BELL IG -5362 ANY RECEPTACLE THAT IS INSTALLED AT CR BELOW 37 NOES SUM. BE INRSTAILED GROUND UP MD NIT RECEPTACLE MT IS INSTALED AT OR ABM 38 INCHES SNAIL RE VISTAED GRQIND LEMIL SEE OWE. 23. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONVECT A COMPLETE SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES A GOOD MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE NTH APPROVED GROUNDING CONIECTORS. 29. ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY MTH ALL LOCAL, STATE AND NEC CODES AND REGULATIONS. PANELS. CONDUIT SYSTEMS. MOTOR FRAMES, UGHING FIXTURES AND OTHER EQUIPMENT THAT ARE A PART OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY N ACCORDANCE NTH AU. CODES MAN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM NTH SECTION 250, TABLE 250-66 OF TIE NATIONAL ELECTRICAL CODE PROVIDE CONDUIT TO PROTECT GROUND WIRE FROM DAMAGE TO AN AREA 6 FT. ABOVE FLOOR. MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT ENTIRE SYSTEM. GROUND ALL 3 WIPE RECEPTACLES TO THE CURET BOXES. GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER LNE. GROUND CONDUCTOR SHALL BE STIPPLED IN ALL NON- UETAWC CONDUIT. 24. LIGHTING PANEL BOARD SHALL BE 3- PHASE, 4 -WILE DISTRIBUTED PHASE TYPE VAIN SOLO NEUTRAL GROUND LUG, GROUND BUS AND NUMBER 1W CIRCUIT BREAKERS AS SHOWN ON THE PANEL SCHEDULE. BUSWAYS SHALL BE HARD DRAWN COPPER. CARNET SHALL BE CONSTRUCTED OF CODE GAUGE STEEL NATH HINGED DOOR HAWING DIRECTORY CARD, NEATLY AND PROPERLY INSCRIBED AND SET N FRAME KITH TRANSPARENT COVER. ALL ENFACERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC NTH ALL TWO OR THREE POLE BREAKERS R AVNG COMMON TRIP. CIRCUIT BREAKERS SHALL EE RATED FOR MAIM 1000 AMP SYWETRICAL SHORT CIRCUIT CURRENT AT 12O/206V. CIRCUIT BREAKERS SERVING UGHTING CIRCUITS SHALL BE RATED FOR SNATCH SERUM. PANNEEBOAROS AND BREAKERS SHALL BE AS MANUFACTURED BY SQUARE -D OR EQUAL PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE PHASES 25. PROVIDE SAFETY AND DISCONNECT SIMTCHIES, FUSED OR NON- FUSED. AS CALLED FOR ON °RAASING AND AS REQUIRED BY CODE. SNITCHES SHALL BE HEAVY DULY. LOAD AND HORSEPOSER RATED AS MANUFACTURED BY SQUARE -D, GENERAL ELECTRIC, OR EQUAL SNITCH ENCLOSURE TO BE SUITABLE FOR APPLICATION. FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE AND AMPACTY DESIGNED TO PROTECT SYSTEM AGAINST AVAILABLE SHORT CIRCUIT FAULT CURRENT. 26. F REQUIRED. PROVIDE ORY TYPE TRANSFORMER HIGH SHALL BE COMPLETELY ENCLOSED EXCEPT FOR %ENTILAING OPENINGS MAIN KVA MD VOLTAGE RATINGS AS CALLED FOR ON THE GRAN NG AS MANUFACTURED BY SQUARE -D. TRANSFORMER SHALL HAVE A MU NN OF LASS 155 INSULATION SYSTEM, AND A WHIM OF (4) 2 - 1/2 X TAPS BELOW AND (2) 2 - 1/2 X TAPS ABOVE RATED PRIMARY VOLTAGE. SOIRD LEVEL. SHALL BE LOW AND NSTALAIWN STALL INCLUDE VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY. 27. LIGHTING FIXTURES; THE CONTRACTOR SHALL PROVIDE A NEW LIGHTING FIXTURE OF THE TYPE SPECHFED FOR EACH LIGHTING OUTLET SHOO MATH COMPLETE LAMPS OR TUBES ALL FIXTURES SHALL BE HUNG AND MOUNTED N PLACE, PROPERLY SHRED. TESTED MD LEFT READY FOR OPERATION. 28. PAINTING OF ELECTRICAL CONDUITS. ETC. IF REQUIRED, MALL BE BY GENERAL CONTRACTOR. DIMLY: IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE N EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECFICALLY MENTIONED OR SHOSN ON THE CRAW IGS. BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FU ISHED THE LOCATION Cf RECEPTACES AND FDXMUiES SHOW ON THE DRAWING IS APPRO)IIA1E AND THE OVER SHALL HAVE THE RIGHT TO RELOCATE AMY RECEPTACLES OR FIXTURES BEFORE THEY ARE INSTALLED MITHOUT ADDLTIONAL COST. PROVIDE STRAIN RELIEF - ELBOW AT CONNECTION TO JUNCTION BOX. FLEXIBLE CONDUIT TO 3" -0" FROM FLOOR. TWMSTLOCKS FOR CONNECTION TO EQUIPMENT. TWIST -LOCK DEVICES EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC 250 -122 BONDED TO ENCLOSURE (TYPICAL) JUNCTION BOX 7 -BAKERY ARCH LIQUIDTITE FLEXIBLE CONDUIT (6 -O' MAX.) EQUIPMENT EQUIPMENT CORD ()BAK (4 \\ BAKERY ARCH EQUIPMENT DETAIL ERY (NOT USED.) NOT TO SCALE (NOT USED.) GROUND ABOVE DUPLEX RECEPTACLE A 37" AND BELOW NOTE: ALL ISOLATED GROUND RECEPTACLES SHALL HAVE A SEPARATE INSULATED 012 CU. CONDUCTOR TIED TO THE GREEN GROUND SCREW OF THE RECPTACLE AND RAN TO AND CONNECTED TO THE PANEL GROUND BAR. RECEPTACLE GROUND LOCATION DETAIL NOT TO SCALE MULTIPLE CONDUIT SUPPORT DETAIL NOT TO SCALE E 5 . 2 E5.2 NOT TO SCALE • • • • TYPICAL BONDING AND GROUNDING DETAIL NOT TO SCALE z - GALVANIZED 1/2" BOLT THREADED RODS DOUBLE NUT WITH WASHERS DUPLEX RECEPTACLE ® 38" AND ABOVE r 1 -1/2" X 1 -1/2" GALVANIZED CHANNEL OR STRUT CONDUIT FROM 800A FUSED DISCONNECT INCOMING NEUTRAL /GROUND CONDUCTOR �-- SUB PANEL "CPI PANEL" NEUTRA NEUTRAL BAR (ISOLATED) PLASTIC BUSHING GROUND BELOW LIGHTING OR POWER PANELBOARD CABINET (208 VOLT) E QUIPMENT GROUNDING CONDUCTOR SIZED PER NEC 250 -122 CONDUIT NEUTRAL BAR (ISOLATED) GROUND BAR :v.1.-T • •- ie 1 40 .77 - r. r.- • • • BAKERY CAFE: # SYSTEM. G2 (WARM) PROTOTYPE UPOATE 2006 ISSUE DATE: 2-16-07 PROJECT WADER A06 -506 A8OSSE'1 PROJECT *2TCQO DESKAID BY. 06. Sm. (AG CHECKED BY AVA SHEET NO: E5.2 ELECTRICAL DE ifJLS AMI SPEOFICATHONS • 1 t 0 SITE MAP: >. i - -d, -I I - • - _; se>.«ae ;�s�' a.t.rer.e • � t - • r •_ 4. i i } , - t' ! eI ^fr. .. dl' 1 I • I S 1041h St �: i • x I tNTroPI - `t. otae.nt iPJ$lt ;•. -! ` ! ! 1 at ! 43 1 ' - � ' ' _ 1 r t :. `.. ` Ii i 1 S�ranEetBM1 _ _ - - ` r .. •, 41`. .r S 1det1 St, - 5t67t%fi i u1661h SI VS 170th St 1 . ��� , . ,< _S 172nd St S Mad Pt iSt73dSi�- - _'Stls'+d4+ I ' S 17 sy. St ? • S t7Eth St Y. , • - - - s Ina, s: r _ifs a' i s t79w s t • ... -- r :: i Io y l 4_2 01111 10 4 0 " :•30C,41 ',ailments . I L _; .,� I N a • L5 t 8 ' -0 . ARCHITECT: CONTRACTOR: 1: Ccq.tat. Drat .i Celiefat. 1 S • iM7r3itt Blvd Upla.d Dr • 6 ;ANFJ;A Mdt'rd Dr T•!and DI • S180tnSt :1 • _ . :4 : 1 S/F NON -N. MAINATED CONSTRUCTION SIGN IN STOREFRONT �_ ON 4' x 4' POSSES W IJM SC4PE AREA (WHITE) BACKGROUND MATERIAL: WI" 1/2' ARUORPLY (PUS 5757U GREEN PAINTED BACKGROUND) 220-12 WHITE) � � VINYL 220-12 8LA VINYL PERIMETER BORDER OVERM.L SQFT: 32 QUANTITY (1) T•te4 r� • 11 j 11 • o• • G Ct co J i ::.,- ■ Ca er PUBLIC HEALTH - SEATTLE & KING COUNTY PLAN REVIEW DOCUMENTS PANERA BREAD BAKERY -CAFE #1215 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON CODE INFORMATION: APPLICABLE CODES & REGULATIONS: BUILDING CODE - 2003 IBC W/ WASH. STATE AMENDMENTS PLUMBING CODE - 2003 UPC WI WASH. STATE AMENDMENTS ELECTRICAL CODE - 2002 NATIONAL ELECTRIC CODE MECHANICAL CODE - 2003 INTERNATIONAL MECH. & FUEL GAS CODES W/ WASH. STATE AMENDMENTS FIRE PROTECTION - 2003 IFC W/ WASH. STATE AMENDMENTS ENERGY CODE - 2004 WASH. STATE ENERGY CODE HANDICAP CODE - 2003 IBC W/ WASH. STATE AMENDMENTS CODE CLASSIFICATION: A. OCCUPANCY GROUP: A2 B. CONSTRUCTION CLASSIFICATION: TYPE V-8 C. AUTOMATIC FIRE SUPPRESSION SYSTEM INSTALLED AREA BREAKDOWN: FRONT OF HOUSE: 2,070 SQ.FT_ BACK OF HOUSE: 2.250 SOFT. TOTAL PANERA SUITE: 4,320 SQ. FT_ TRAVEL DISTANCE: ALLOWED TRAVEL DISTANCE 250 FT ACTUAL TRAVEL DISTANCE 78 FT MAX HEALTH DEPARTMENT NOTES: PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING NO CHANGES WILL BE MADE WITHOUT HEALTH DEPT. APPROVAL PROTOTYPE INFORMATION: THIS SET OF DOCUMENTS INCORPORATES ALL REVISIONS THROUGH PROTOTYPE UPDATE #2006 -06 CORPORATE G-2 FINISHES FINISH PALETTE: WARM REVISION ISSUE LOG • CONTACT INFORMATION: PANERA BREAD PROJECT COORDINATOR: MATT SCOBBIE 1600 SOUTH BRENTWOOD BLVD. SUITE 300 ST. L 3 4 -25566 -7059 63144 314-9624260 FAX PANERA BREAD CONSTRUCTION MANAGER: ROGER ARMSTRONG 5142 R1DGEGATE WAY FAIR 916 - 961 -0158 FAX LANDLORD CONTACT: WIG PROPERTIES, L.L.C. CONTACT: MON WIG 4811 134TH PL SE BELLEVUE, WA 98006 425 - 747 -8540 425. 865.8648 FAX ARCHITECT: CONTACT: T JENNIFFEHIERSCHUiNC.. P.S. U j� 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 425-827-2100 425 - 828 6899 FAX ENGINEER ABOSSEIN ENGINEERING CONTACT: JAY WERNER 1844 114TH AVE NE BELLEVUE, WA 98004 425 - 462 -9441 425-492-9451 FAX LANDLORD APPROVAL: NAME SIGNATURE DATE IS�IE OATS 1/18/07 2/16/07 DESCRIPTION PHASE 1 95% COMPLETE • • SHEET INDEX: G -CS G -SL G -ADA G -SP1 G -SP2 G -SP3 G -LW EC -1.1 EC -2.1 EC -5.1 A - 1.1 A -2.0 A -2.1 A -2.2 A -2.3 A -3.1 A -3.2 A -3.3 A A -4.2 A -4.3 A -4.4 A-4.5 A -4.6 A -4.7 A A -5.1 SG -2.1 Sys -4.1 S`''2 EQ-2.1 EQ-4.1 EQ-42 PLUMBING P -2.1 P -22 P-2.3 P-2.4 P -4.1 P-42 P-4 -3 0 ; U_ COVER SHEET ABBREVIATIONS, GENERAL NOTES, SYMBOLS & LEGEND ACCESSIBILITY GUIDELINES ARCHITECTURAL SPECIFICATIONS ARCHITECTURAL SPECIFICATIONS ARCHITECTURAL SPECIFICATIONS LANDLORD'S WORK SITE PLAN - EXISTING CONDITIONS (FOR REFERENCE ONLY) FLOOR PLAN - EXISTING CONDITIONS (FOR REFERENCE ONLY) EXTERIOR ELEVATIONS - EXISTING CONDITIONS (FOR REFERENCE ONLY) SITE PLAN FLOOR PLAN - DEMOLITION FLOOR PLAN - DIMENSIONS & KEYED NOTES FLOOR FINISH PLAN WALL FINISH PLAN REFLECTED CEILING PLAN LIGHTING SCHEDULE, CEILING DETAILS & SECTIONS ACCENT LIGHTING AIMING DIAGRAMS (FOR REFERENCE ONLY) ENLARGED RESTROOM PLAN, INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS & DETAILS DETAILS & SECTIONS DETAILS & SECITIONS PARTITIONS MATERIAL & FINISH LEGEND, DOOR LEGEND & SCHEDULE EXTERIOR ELEVATIONS - NEW CONSTRUCTION SIGNAGE PLAN - NEW CONSTRUCTION, SIGNAGE SCHEDULE EXTERIOR SIGNAGE ELEVATIONS. DETAILS. & AWNING INFORMATION SIGNAGE & GRAPHIC ELEVATIONS EQUIPMENT PLAN - NEW CONSTRUCTION EQUIPMENT SCHEDULE & NOTES WOOD/STEEL SCHEDULE, FURNITURE SCHEDULE MECHANICAL APE - 1.1 ROOF PLAN - MECHANICAL. PLUMBING, AND ELECTRICAL M-2.1 FLOOR PLAN - HVAC M3.1 HVAC SCHEDULES AND SYMBOL LEGEND M-41 HVAC DETAILS M-42 HVAC DETAILS M-43 HVAC DETAILS SANITARY PIPING ROUGH -IN PLAN DOMESTIC WATER ROUGH -IN PLAN SANITARY PIPING DOMESTIC WATER PIPIING PLAN PLUMBING DETAILS PLUMBING LEGEND AND SCHEDULES PLUMBING SPECIFICATIONS - -..- _' • - - .- - i :1•- PLAN c:_:' :._SE'ST_':Z )t�A �• �_S :Y .' :'R 'A ..- r - ` ` ; 't 7 I . S A`_, ONE -_ 1 . F tiECE1VEIJ EE828 `1 DFR SOUARr SHEET NO: Applican coo BAKERY CAFE: #1215 1 t U W 200646 ISSUE DATE: 21647 - PROJECT NUMBER A06-506 i AVAd ems. 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' \ s S '.., S N' ,..,,•:.....::`:•.; .s....c....) Kt • ' - • • - • ^ . • • - • ^ REVISION : ■■■■=mars • %% w e ft/a BAKERY CAFE #1215 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON M g m m 0 0 m Cl) FREIHEIT & HO ARCHITECTS, INC., P.S. 1611101VOINIS SLIM MUM VAMP MX/111210) IMMO* • • • 0 p 1 ■ 0 I; i; 1: 11 I IS I h ft a r4 q � � WU 1 r4 lo* IMER! P4p to ;g1 4A A s i l 1 g§ : 11 1 i imii) r v 10; : 9§1 riP gi no IN 2 m G, m z • - - - . • . • - -- ii jlil ti Njii jili.11ii tlii!lliiljtiltl ia': t1; k1:! 01;1■il!:Iti! Ii :! 11i,■li;•iili Ii• :•:•:. :•: ::.: :1:•:•1.:.;• ••• ...... � -1 � i I 1 - 77 ! I I ! ' ,-‘ k 1 . --1 ; , i i I , ! ! ,,i, ; 1 -\___ '..-' ---\ \.-\ _O ..-- { i........4, � 1�� �, _ t I j i E i —t �.. ` � I f J I j _ • il......7....1‘,...., I . 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I I: Ii I : . , I_ • \ ���� \� *,N \\\ \. \ Liquss N 4L \ \\ , i c& acti r eA BAKERY CAFE #1215 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON FREIHEIT & HO ARCHITECTS, INC., P.S. liallOIVONSCSE 511!100 11112Naw1NON RAM= FAILSKINP SCALE: 114 =1'-O' WALL FINISH PLAN % • a L__J L mAir �.. •�.. • / : . : • : . �lllll ll ll lllllllllUlll; 111 H.1 ' I COOLED I _ KITCHffN SEE MOM GI fall Rf.�■ MENS 350 PASSAGE WOMENS ill' / / J J / / /// /// / I J O / // / /// J / / / / /// II OFFICE MAID Si : ID I Lill 1l lllllllll ll [IIIIIIEIIIIIIIIIiIII 1111 11 1111 11.1 'EERIE 1' l 111111 -� .T . •111;1 1111 11f� WAD SAM In All GUM MT/ AO WAN WAD Agl_ .•■• \ 6-OAFF X( P4 ) SERVICE HOT BEVERAGES BAKERY SE R V • � a� Fes- CAFE 110 • • GENERAL NOTES: A. F THERE IS A OONFUCT GEI TEEN TIE WALL FNSH PUN AND MERIOR ELEVATIONS PLEASE HO 1FY THE CONSTRUCIION PROJECT MANAGER FOR CURIFICAROIE. B. REFER TO INTERIOR ELEVATIONS FOR ADO1DO!NN_ WALL FINISH INFORMATION. C. INSTILL W(fl. WP1L COVERING PRIOR TO BASE/SI L D REFER TO SHEET A-3.1 FOR MIUGEAD/SOFFTf FINISHES. E: INSTALL CHAR RAE SEMEN WNYL WALLAONERIE6 & PANE R LANE /CAFE AREAS PER NiEREOR (MATIONS. G._ REFER TO SEW A-4.8 FOR WERNL & FINISH LEGEND. IL REFER TO THE FLOORING OEEAI.S & SPE1CFcWION WHEAL FOR TILE I E IS & CONCRETE JOINS. • • SYMBOL LEGEND: vo FINISH TAGS MATCH NUMBER ON MATERIAL s RASH LEGEMT LOC I PLIE 1TE0. NE TIER WHICH APPLES TO TIE GUI g- " ---- --REFIQRS TO HE HEM ABOVE TIE FLOOR PKH TIE TIE STOPS` i • i BAKERY CAFE: #1215 M: (W R) PROTOTYPE UPOA G2 E' Q a z O w ISSUE DATE: 216-07 PROJECT NUMBER A06606 DRAWN SY: JES OM MS OM: OD CPU_ RA SHEET NO: A -2.3 WALL FP SH PLAN FIE ' SA-23ely t • • is 4 • • S • (11 ow ME {{ !11'1 •t • t i.(. ' III tti; I €!. -- - -- iii - - _ • - - - - - - • �: ` ti:i!i!!;:!!!i!i( iii! i! ii! isiiiiliii! iiii: ri! to :j:la: .::;:::k::::::::.j!i�ii! !i! i i!!! 'It...11: y{:q..1wIt.:10..m.• 1{1.11:•... hlp.,la, {I ii i :f s: 11 S aillE1111111 • "14 'Nn. N 016. Ob. ■ hrn ...•.•..•. REVISION a nvil BAKERY CAFE #1215 SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON B R FREIHEIT & HO ARCHITECTS, INC., P.S. 1camllcuiatl! MUD 111111/40411111018 haws= P44ffiIV shri s .. .. .. .... . 11 41.1 • lu ll :IP! al '111Hil 1111:11 1 iPLICII 1 pill II IV 111 1..81111 I 111111.4 a I Uul 11;111111;11; air •Imultio Gil a WOMEN'S RESTROOM 340 - INTERIOR ELEVATIONS SCALE: 1/4"=ltor .• FL. - 1111::::: I ..... :1 III IIILIUIW 5115111 ..... ummINCIM11110111111Fratmete a . a ., s I a I a _ I I a a U a =-...= :I a • a a . • - - a a a 1 . r Nolri,%, Limmirimarafiraiiiitili ,:: :; El ii ::: ..... ir..1.0 ....... NB III NI HU i r1:1 3 0111::: :: !: 9! : ik : 1 ..... : Inn [I: i MINNIM111 1111Bal I I n I ..... 1.7 1ps! Eiiiiiirdit:::[?4-"iiiii lima ....... MN ■1111:11. '' I "Iiiiiiiii: Ilat g i I L' "9" leir:L 1111 C Blb■ Milinamonimmilii imoramo i imormili;: 616.11 MAE 11 . 1 NMI ii /• II 111111•1.11.11111• IIIM, 111111111all. matt Ill•fl sat a I 1 - 1 111• 111111 . Ian II MM Minas! le I I0111 111 immol E jil I PAN ll ..... I NOM anif IIIAJB•I iiiillismarestmassassionousinnais RESTROOM ACCESSORY SCHEDULE CEIUNG 11111111111110211/11111111111E MEN'S RESTROOM 350 - INTERIOR ELEVATIONS MOONING HEIGHTS INTERIOR ELEVATION GENERAL NOTES: 1. NO FINISH TO BE INSTALLED BEHIND OVEN. PROOFER, AND COOLERS (GYP. BD. TAPE AND SAND) 2. METAL BASE ATTACHMENT AT COOLERS/FREEZER SUPPLIED BY MANUF. AND INSTALLED BY C.C. 3. INSTALL VINYL BASE AT TOE KICK OF ALL BOOTHS AND BANQUETTE'S 4. S.S. CLOSURE ABOVE OVEN AND PROOFER, SUPPUED AND INSTALLED BY C.C. SEE DETAIL SHEET 5. MENU PANELS/BANNERS - SEE GRAPHICS PLAN FOR LAYOUT, LOCATIONS, MOUNTING HEIGHTS AND SCHEDULE 6 MILLWORK AND METALWORK SUPPUED CASEWORK SUPPUED AND INSTALLED BY C.C. REFER TO APPROVED SHOP DRAWINGS FOR LOCATION. DIMENSIONS, DETAILS, AND FINISH. 7. INSTALL NEW CHAIR RAIL & VINYL BASE AFTER PAINT AND VINYL WALLCOVERING INSTALLATION COMPLETE ENLARGED RESTROOM PLAN SCALE: 1/4=-1 -0 OPEN BEYOND 4' ANGLE % S CONSOLIDATION 170 & BAKERY SERVICE 180 - INTERIOR ELEVATIONS 311, SCALE: 1/41-O ei BAKERY SERVICE 180 & CONSOLIDATION 170 - INTERIOR ELEVATIONS WALE: 1ir=1:0 A B2 C El E2 F H K1 K2 L P Q.1 R 3 2 2 2 1 r • i 1- . 1 . - t r r SURFACE-MOUNTED TOILET PAPER DISPENSER 2 PAPER TOWEL DISPENSER 2 SURFACE-MOUNTED SOAP DISPENSER 2 FRAMELESS MIRROR W/ BEVELED EDGE 2 42" GRAB BAR 2 36* GRAB BAR 18 GRAB BAR (VERTICAL) 3 COAIC HOOK SURFACE-MOUNTED SAMMY NAPKIN DISPENSER DIAPER CHANGING STATION MEN'S ACCESSIBLE TOILET SIGN 1 WOMEN'S ACCESSIBLE TOILET SIGN 2 LAVATORY PIPE INSULATION 2 TOILET PARTMON 2 WASTE RECEPTACLE 2 LAVATORY 3 WATER CLOSET - URINAL OPEN BEYOND BOBRICK B-2890 ECUPSE QUICKIAEW BOBRICK 8-4112 18 (T12 BORDER) BOBRICK 8-5806-42 BOBRICK B-5806-36 BOBRICK B-5806-18 BOBRICK B-76717 BOBRICK 8-270 WAFT TO TOP KOALA 10/K-HORIZONIAL PH1 GRIMCO 6X9 090038K PHf1.800.542.9941 GRIMCO 6X9 090058K P41.800.542.9941 IAVGUARD TRUEBRO 100SERIES, GREY BRADLEY MILLS 400 SERIES, DUSK GRAY BOBRICK 8-2300 AMERICAN STANDARD 0355.012 AMERICAN STANDARD 3043.102 AMERICAN STANDARD 6601.012 -r AL AL r T — — — 1 . . IL — — _.F CO ..,-_, !: C!.. .! a -- .7- :- ..... . i I i I 1 I .1`; 1 .- 1 • . I I it.:=.1; - - -I ! ( i T T . 1 r ji, IEfl 32*AFT TO TOP, C.L 7-9 IN FRONT OF VIC 45.5 TO TOP OF ROUGH OPENING 41/FE TO TOP OW TO BOTTOM 36 TO CENLERUNE 3e TO CEMERUNE 41'MAX TO CENIERUNE 72'AFF ON DOOR, 48'AfT ON ADA DOOR 26.5 AFF TO BOTTOM 60* AFF TO CENTER 60 AFF TO CENTER INSTALL OVER HOT/COLD WATER & DRAIN PIPES FLOOR-MOUNTED, OVERHEAD BRACE FREESTANDING 2'-8'AFF FLOOR-MOUNTED PER ADA i ; I CONSOLIDATION 170 A JL 350 1 A D MENS 0 •:="." 10 0 0 0 0 0 . I 0 0 ATI D WOMENS 340 0 0 0 0 0 El Volw SCALE: 1141`=1t17 L CAFE 110 - INTERIOR ELEVATIONS 6x12" COURSE 12x12' COURSE 6"x12* COURSE Mar' COURSE H I - I- —Li 1 i I I .j-1-1 4 -1-1— ;1 1 1 -1 : 11 T 1 —1- —L - I .- 1: fit L= _ 1 17: 11 :_ .-- T I _ "-r ! ! " -: : ---- T I_. , _ :=.1 11 1 1-1: ;-- 7-11 I ; 1 : : . : I r • : i i . . I 1 - 125(12' COURSE 6x12* COURSE 12'x12' COURSE ! ! , i 12"xlr COURSE 6x12* COURSE i • i : ; I . 12x12' COURSE ; - :----- -r- 1 • •-.-- e • COURSE 125c1r COURSE ...._2__.___ ...__ _,_.:__,_ rx12 I T3 TILE PATTERN TYPICAL B • PROVIDE (-Dr r QUARRY TIE AT SERVICE AND loam AREAS (AT DINING AREAS. USE 6"x12' T3 COURSE) BAKERY CAFE: #1215 SYSTEM: G2 (WARM) PROTOTYPE UPDATE: 200606 • \ LO ft w LL a O i r6 1 i - rt W < 0 03 1=1 ISSUE DATE: 2-16417 PROW NUMBER A06-506 DRAWN BY: JES OM WS DM. DO CPM RA SHEET NO: A-4.1 ENUWGED RESTROOM PIM INTERIOR ELEVATIONS FILE tr5A-4 lea; I a • HARDWARE SCHEDULE OW. GROUP 1 - (ENTRY W/ LOC() HARDWARE TO BE PROVIDED BY LANDLORD (INCL. HINGES, STOPS, PULUPUSH BARS, WEATHERSTRIPPING. & THRESHOLD). 1 EACH 1 EACH 1 EACH 1 EACH oar DEVICE 18-R (PANIC BAR) CYUNDER (VERIFY CAM. & RUSH win.) CLOSER 8616FHP W/ DS8T STOP - AS REQUIRED (US28) (WALL MOUNTED 4407 1/2 PA28) NES FLOOR MOUNTED 436 OR 438 PA28 NES GROUP IA - (ENTRY WIOUT LOCK) HARDWARE TO BE PROVIDED BY DOOR SUPPLIER (INcL. HINGES. STOPS. PULUPUSH BARS. WEATHERSTRIPPING. & THRESHOLD). 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 1 EACH 2 EACH 1 EACH 1 EACH 1 EACH GROUP 3A - RESTROOM (MULTI PASSAGE Ti PAR 1 EACH 1 EACH 1 EACH 3 EACH 2 EACH 1 EACH GROUP 4 13 PAIR 1 EACH 1 EACH 3 EACH 1 EACH 2 EACH GROUP 5 PAM 1 EACH 3 EACH 1 EACH 2 EACH 1 DLST 2 CCST 3 EXST 4 NEW 5 NEW 6 NEW 7 NEW 8 NEW 9 NEW 10 NEW 11 NEW PROVIDE : PER DOOR I SUPPLIER CLOSER 8616FHP W/ DS8T STOP - AS REQUIRED (US28) (WALL MOUNTED 1407 1/2 PA28) (FLOOR MOUNTED 4436 OR 4438 PA28) CONTINUOUS PIANO HINGE, 780-210HD DOT DEVICE 19-R (PANIC BAR) CYUNDER W/ REMOVABLE CORE HEAW DUTY CLOSER, 4041 (4040 SERIES) EXIT ALARM EA2500F (FLUSH-MOUNTED) THRESHOLD #171A - SIZE AS REQUIRED SWEEP #307AV - SIZE AS REQUIRED WEATHERSTRIP 303AV-SIZE AS REQUIRED KICK PLATE 24" X 34' WIDE ANGLE VIEWER 1648 AIR CURTAIN, 48CH STAINLESS BUMBER GUARD - HD2240 HINGE B81279 4 1/2 X 4 1/2 PULL 830213 3 vr x 15 PA28 PUSH 8200 3 1/2" x 15" PA28 CLOSER 8616FHP W/ DS8T SILENCERS GJ64 KICK PLATE 12" X34" STOP - AS REQUIRED (WAIL MOUNTED #407 1/2 PA28) (FLOOR MOUNTED 1436 OR 1438 PA28) OFFICE / PRIVACY HINGE 881279 4 1/2 X 4 1/2 CYUNDER B-SERIES. 8581, 'V LEVER STYLE, STOREROOM FUNCTION CLOSER 8616AF86 (NON HOLD OPEN) SLENCERS GJ64 STOP - AS REQUIRED (WALL MOUNTED 4407 1/2 PA28) (FLOOR MOUNTED 4436 OR #438 PA28) KICKPLATE 12x34" CLOSET HINGE 881279 4 1/2 X 4 1/2 CYUNDER B-SERIES, 6581. V' LEVER SME, STOREROOM FUNCTION SILENCERS GJ64 STOP - AS REQUIRED (WAU. MOUNTED 1407 1/2 PA28) (FLOOR MOUNTED _4436 OR 4438 PA28) TOCKPLATE 12 DOOR SCHEDULE M. NEIDUSYDOMMOON 3!--46)4r-e0 3'-exT-Irx 1 -3/4" 6 3 -3/4" 3 -3/4' 3'-0"0-0"x1-3/4' 3-Crxr-O 3 -3/4" 3'-0117 2 MATERIAL ALUM/GL ALUMAL PLUMAL WD/PLAM WD 119 'Dl ‚Dl 101 B MONARCH FALCON DORMA DORMA MES IVES GROUP 2 - (SERVICE DOOR) HARDWARE TO BE PROVIDED BY LANDLORD(INCL. HINGES, STOPS, PULUPUSH BARS, WEATHERSTRIPPING, & THRESHOLD). HAGER-ROTON MONARCH FALCON LCN DEM MAW PELOW PDAKO NES MARS ROCKWOOD HAGER IVES NES DORMA GLYNN JOHNSON MS RES HAGER FALCON DORMA GLYNN JOHNSON MS IVES HAGER FALCON GLYNN JOHNSON NES NES HARDWARE NOTES: 1. G.C. TO FURNISH & INSTALL FALCON CYUNDER IN ALL PERIMETER DOORS. ALL PERIMETER DOORS TO BE KEYED AUKE. PROVIDE KEYWAY ON EXTERIOR FACE 2. G.C. TO FURNISH & INSTALL FALCON CYLINDER IN ALL INTERIOR H.M. DOORS. ALL INTERIOR DOORS TO BE KEYED ALIKE. PROVIDE KEYWAY ON OCIERIOR FACE. 3. C.C. TO FURNISH & INSTALL PADLOCK MTH 4' SHANK FOR V/AUC-IN COOLER/FREEZER DOORS. PADLOCK TO BE KEYED AUKE WITH INTERIOR DOORS. 4. ALL HOLLOW METAL DOOR FRAMES ARE TO BE WELDED. 5. C.C. TO FURNISH & INSTALL PANIC HARDWARE PER ALL APPLICABLE REGULATIONS & CODES HAVING JURISDICTION. 6. DOOR STOPS AND BUMPERS TO BE INSTALLED BEHIND ALL DOORS. 7. ALL HARDWARE TO BE USD28 & C.C. TO SUPPLEMENT EXISTING HARDWARE AS REQUIRED (FOR a. DOORS) TO MATCH PANERA'S SPECIFCIATIONS - REPLACE HINGES IF NECESSMY. TYPE APR A F APR a a JAMB AL AL HM AL KU NM HY 'DI FRI FBA DOOR NOTES: • - SUPPLI3IENT COSTING HARDWARE AS REQUIRED TO MEET MEWS SPEC. 1. PERI/MENU SKIM COSMIC DOOR PRIOR TO INTERIOR FURRING. 2 HARDWARE FURNISHED 1NTH DOOR 3, CONTRACTOR TO VERIFY CONDITION OF COSTING DOOR & Cs. F Romano es REQD. 4. PRI:FADE EYE VIEWER INSTEAD OF SECURITY WINDOW. HEAD DX A A A DOOR TYPES B C C C C 'TEMP. / GLASS a JAMB DTI \ / r HARDWARE 1 2 1A 3A ANODIZED ALUMINUM HOLLOW METAL NOTE: 0 EXTERIOR PROVIDE INSULATED DOOR I 6GA SS KICKPLATE 18' WIDE SOLID CORE P-LAM DOORS (EUASON DOOR) W/ DUAL HINGES, "8011MOr OR EQUAL COMMENTS 5, 6 5, 6 6 6 6 -SEE FINISH NOTES - SEE FINISH NOTES -SEE FiNiSH NOTES FIMSH NOTES DR & FRAME P3 FM FRAME P3 HIT FRAME P3 HIT FRAME P3 SOLID CORE WOE OAK 16GA SS KICKPLATE RESTROOM ONLY 10'0 ACRYLIC WINDOW SOLE CORE, P-LAM (L9) HOLLOW METAL NUM 41 EWER= PROVEE INSULATED DOOR 10 ACRYLIC WINDOW SOLID CORE. P - LAM OM 5. KITCHEN DOORS: ELIASON 9P-8 MOM WI PLAN-L9 FINISHED BOTH SIDES & ROUND ACRYLIC WINDOW. 18 S.S. BASE (BOTH SKS) W/ STARLESS STEEL EDGE 111111 & WAGE awn. DOOR FURNISHED ITRDI BLACK ALUM BUMPER STRP (32MT) By MNAUFACTURElt 6. REFER TO DUAL 20/A-4.5 FOR IIDID & JAMB DETAILS. 7- REPRINT EXISTING HOLLOW WEAL DOOR FRAMES, PANT P6. 8. SAND & REFINISH COSTING WOOD DOOR 9. PAINT DOOR, PAW P--. 10. TOUCH UP COSTING WOOD DOOR. MATERIAL & FINISH LEGEND - WARM SCHEME NUMBER I DESCRIPTION CEILING ACTT ACT2 ACT3 ACT4 ACTS LAMINATES Li FORMICA 17484-58 CHERRY BIRCH, MATTE FiNISH Ll A L2 L4 L10 L20 L21 L22 123 L24 PAINT P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 PAM NOTES VINYL WALLCOVERING V2 V3 V4 METAL FINISHES WOOD WB 81 FRP1 CARPET Cl C2 USG FROST #414; SIZE 2' x 2' x 3/4"; EDGE SD; GRID: DX; GRID & ILE COLOR MANNA 1246 (PREFRISHED) USG GYPSUM SHEETROCK BRAND LAY-IN PANEL CULPPLUS, 2'x2' VINYL, UNE TEXTURED, PATTERN #3260 WHITE SQUARE EDGE W/ USG-DONN DX GRID SYSTEM COLOR: WHITE(TEGUTAR TYPE OF TRE) USG GYPSUM SIEETROCK BRAND LAY-R1 PANEL CUIPPLUS 2'x4' VINYL, FINE TEXTURED, W/ ALUMINUM CAP GRID #3270 COLOR: WHITE SLOPED COW*: USG MILLENNIA #76907FL8 ; SIZE 2'x2'gr; COLOR WHITE; EDGE: Ft; GRID: FIEUNE J DXFF; PAINT TILE & GRID KR SCHEDULE PRIOR TO INSTALLABON. USE ACTS ABOVE THE SLOPED CEIUNG. - - - - USG MILLENNIA #76505; SIZE : rxrx)r; COLOR: WHITE; EDGE: SO; Oki: DONN DX W/ HOLD DOWN CUPS; PAINT TILE & GRID PER SCHEDUIE PRIOR TO MST/LIMON. HOME IWK041 ANKMIE SUEDE FiNISH WtSONART #4794-60 WINDSWEPT BRONZE, MATTE FINISH FORMICA 17484-58 diElitliYBiRTH, MATTE FINISH PONTE wx041 At•GRE, SUEDE FINISH WILSONART 14823-60 ANTIQUE BRUSH, MATTE FINISH FORMICA 41999 RAGGED COPPER, MATTE FINISH WLSOKART 14745-60 MAROOCHY BRUSH, MATTE FiNISH PIONITE IWC411 YORKSHIRE CHERRY, SUEDE FINISH NEVAMAR IWZ1001T RED DRAGON BAMBOO, MATTE FINISH NEV/4/AR IS10581 SUGAR PLUM, MATTE FINISH NEVAMAR IMR1008T BURGUNDY MATRIX TEXTURED L25 NEVAMAR 11110002T AMBER GREEN HAUFEUNK MATTE FINISH L26 WISONART 17911-60 MANITOBA MAPLE BOMAN MOORE #2152-70 MAYONNAISE BENJAMIN MOORE #2061-30 BERMUDA BLUE BENJAMIN MOORE 12175-30 RUST BENJAMIN MOORE 12158-30 DELIGHTFUL GOLDEN BENJAMIN MOORE 12073-20 AUTUMN PURPLE BENIUMN MOORE #2095-10 RED ROCK BENJAMIN MOORE 12005-20 HOT APPLE SPICE SIEBERT POWDER #189-110 SILVER BENJAMIN MOORE 114C-122 GREAT BAIMMNGTON GREEN BEILLMIN MOORE 1825 OWE MINA BENAMIN MOORE #377 MUSTARD FED BENAWIN MOORE f2144-20 MMUS GREEN MANN MOORE #035 BMW CtAY BENOMIN MOORE f530 MEDIEVAL TIMES BENJAMIN MOORE 1375 EWOW CLIVER BOURN MOORE #2155-40 SEMOLINA BOUND MOORE #2155-50 SUNTAN YELLOW BENJAMIN MOORE 12018-60 UGHTHOUSE OMAN MOORE #2070-30 DARK UUC BENPAIN MOORE peo MEIN OWE BENAM01 MOORE f1426 QUEENS STEAM BENNIAMI MOORE 111C-16 WINGSTON GOLD VERMIN FASCRe MATCH DEMON MOORE PARIT AT WALL BELOW. POST COATED, 1014411 500 OR BM 111110OR PANT: uSE FRESH START PRIMER 02300 (VARM) EXTERIOR EFS: TOP COAT TO MATCH UNWED MINIM MOORE PANT COLOR VT MURASPEC RADIANCE #P13-5116 GOLDEN MURASPEC RADIANCE 4113-5115 TERRACOTTA MURASPEC RADIANCE 4PB-5104 BRONZE MURASPEC RADIANCE #P13-5100 GREEN NI STAINLESS STEEL 112 BUCK FINISH mi *WOES 1/8' X 2' BUMS WD1 I WHITE OAK MEER, QM FINISH BASE, BUMPERS, AND FRP WOOD BASE SUPPLED BY CASDIORK SUPPLER, INSTALLED BY C.C. 1' EIUMPEIt BOSTON BUMPER TFC1000-012 W/ BA1000 ALUM BASE, ER1000-012 END CAPS, CN1000-012 90* CORNER, CX1000-12 46 CORNER. FIBERGIASS RONFORCED PANELS - MARE GUSBORD-P CLASS C FIRE RATED .09', #85 FIBERQASS REINFORCED PANELS - MATTE GLASBORD-P. 170 BEIGE, DICKNESS 0.09* WI DMSION BAR (08) & INSIDE CORNER (IC) TO /PATCH MISTATi RUI38Ei BASE, COLOR fa sum wiNtavoR3N CONNRCA t,? RE (EAwA), sae 1808 TILE, INSTAL KR WNW TURN WatesTow COWERCK, STYLE SIMLA, COLOR ENMENIIIRE ((NNA). S11E 18d8 TRE, RGIPALUI0ft 1/4 TURN 14 CAFE & WART ROOM, MAR UNDER GATHERING TABLE N OT USED LOCATION DINING & CIRCULATION AREAS SERVICE LINE MIEN SLOPED CEILING POP UP COUNG wow tack WALL & ESPRESSO COLUMN BAKERY BACK WALL & ESPRESSO COLUMN * BAKERY COUNTEITTOPS/HBC TBL/STOREFRONT COUNTER LOW WALL LOW WALL/CAFE SIDE TABLE ELIASHI 000R/D.R. TABLE ESPRESSO BAR ALL CAFE TABLES/SNUG WALL GATHERING TABLE BOOTHANA). TABLE D.R. WINDOW WALL TABLE DINING SNUG TABLE DINING SNUG WALL SIMRT ROOM TABLES HNC SIDE TABLE CEUNG OPTIONAL SLOPED MG. ONLY BAKERY/HALLWAY DWG ROOM/Da'ERIOR EIPS ACCENT/EXTERIOR EIFS DOOR FRAMES SLOPED =NG EXTERIOR METAL EXTERIOR EIFS SMART ROOM/ACCENT SMART ROOMAXIDWr EXTERIOR EFS EXTERIOR EIFS ACCENT ACCENT ACCENT ACCENT ACcENF ACCENT mum ACCENT MANG & SMART ROOMS BELOW CHAIR RAIL BAKERY & CAFE BELOW CHAIR RAIL DIEM & SMART ROOMS BELOW CHAIR RAIL BUMPER GUMS BAKERY WOCO WAIL CARPET BAKERY BAK OF HOUSE FRONT OF HOUSEXPOSED BIJOU WAILS DIM & SMART ROOMS. CAFE DINING ROOM CAFE & SPRY ROOM WANG RV MET PATTERN I NOT USED PoT • NUMBER TILE Ti T3A TB 17 T8 T9 710 T11 T13 T13A T14 T17 SOLID SURFACING GROUT G1 62 G3 G4 G5 MISCELLANEOUS IG IGS OAU TREX SEAL 14 SEAL 15 SEAL 16 SEAL 17 SC-1 SC-2 SC-3 SC-4 SC-5 SC-6 FINISH NOTES: DESCRIPTION CROSSVILE PANERA TERRACOTTA SP8-1, COLOR: TERRACOTTA (RED), SIZETrX12", 6'X12', REF A-2.2, A-2.3 & A-4 SERIES FOR PATTERNS CROSSINIE PANERA SUNRISE SP8-2, COLOR SUNRISE (YELLOW), SIZE: 12'X12' REF A-2.2 & A-2.3 FOR PATTERN CROSSVIUE PANERA LIMESTONE, SIZE ex1 2, i2'i12* CROSSVILLE COLOR BLOX, COLOR SANDBOX #A1101, SIZE rx12', 12"x12* CROSSVIUE WATER CRYSTAL MOSAIC, COLOR SUNSPRAY CLEAR, SIZE 1x1 r BAND AT TOP OF 11LE WAINSCOT CROSSVILLE COLOR BLOX, COLOR: SANDBOX Al 101, SUE: 3x3 (BUUNOSE TOP EDGE 3x3 WHERE REQUIRED) DALTILE QUARRY 71LE, COLOR: RED BLAZE, SZE: 6'X6 SMOOTH W/ PRECISION ENDS & COVE BASE UNLOCK HOLLAND PAVING STONE (F1E1D), COLOR RUSTIC RED, PATTERN: HERRINGBONE RECTANGULAR UNLOCK OLDE GREENWICH COBBLES PAVING STONE, COLOR PEWTER AND BUFF, PATTERN: RUNNING BOND RECTANGULAR UNILOCK OLDE GREENWICH COBBLES PAVING STONE, COLOR: PEWTER AND BUFF. PATTERN: RUNNING BOND SQUARE DALTRE PERMABRITE MOSAIC. COLOR GLOSS COTTO #6449 212' DAME PERMABRITE MOSAIC, COLOR ALMOND #6465 2'X2' CROSS/11E COLOR BLOX COVE BASE, COLOR: SANDBOX #A1101, SZE: 6x12 AMERICAN OLEAN RANDOM PATTERN OF MOSAIC REPEAT 12x12, 42% A93 SAXON BLUE. 35% RO9 IMPERIAL PURPLE, 23% R04 SUNGLO (SEE VENDOR CONTACTS FOR DISTRIBUTOR CONTACT INFORMATION) SST NOT USED S ARISTECH ACRYUCS TIC AVOW SURFACES ACRYLIC SOLID SURFACE CUSTOM COLOR MHD 9139 - BAKER'S DOUGH 55100 FORMICA SOLID SWAM, 'CLASSICS' #603, NATURAL CONCRETE MAPS SANDED GROUT COLOR 39 NORY MAKI SANDED GROUT COLOR 42 MOCHA IAAPEI SANDED GROUT COLOR: 37 TERRA COTTA LATICRETE SANDED SPECTRALOK GROUT COLOR 42 PLATINUM POLYBLEND SANDED GROUT COLOR: 45 SUMMER WHEAT 1 INSULATED CLEAR GLAZING TYPICAL 1 INSULATED SPANDREL CLAM TYPICAL, COLOR BLACK SPLIT FACE CIAU - ex12'x24', CHISELED FACE WITH INTEGRAL COLOR ARRISCRAFT RENNAISSN10E MASONRY UNIT. COLOR SANDDRIFT. FINISH: PRESS HAMMERED TREX PLOD, COLOR 'SADDLE' EXTERIOR SEAM!: CUSTOM COLOR TO MATCH P14 EXTERIOR SEALANT, CUSTOM COLOR TO MATCH P4 EXTERIOR SEALANT. CUSTOM COLOR TO MATCH P5 EXTERIOR SEALANT. CUSTOM COLOR TO MATCH P13 STAINED CONCRETE: EXISTING CONCRETE GREY CONCRETE W/ BRICKFORM CS-100 JADE (GREEN) BLUSH-TONE ACID STAIN GREY CONCRETE W/ BRICKFOR/I CS-500 MAHOGANY (TERRA COTTA) BLUSH-TONE ACID STAIN GREY CONCRETE W/ BREKFORIA CS-800 AMBER (MOW) BLUSH-TONE ACID STAIN COLORED CONCRETE NEW CONCRETE GREY CONCRETE W/ BRICKFORM LC-2390 WILLOW GREEN (GREEN) LIQUID INTEGRAL COLOR GREY CONCRETE W/ BRICKFORM LC-2235 TERRA COTTA (TERRA COTTA) LIQUID INTEGRAL COLOR GREY CONCRETE W/ BRICKFORM LC-2310 MESA BUFF (YELLOW) LIQUID INTEGRAL COLOR 1. CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS IN KITCHEN, BAKERY (1 1/2' X 1 1/2' STAINLESS STEEL) AND DINING ROOM (CLEAR). SUPPLIED AND INSTALLED BY G.C. - SEE SHEET A-2.1 FOR LOCATIONS. 2. NOT ALL FINISHES IN SCHEME OF ANISES ARE NECESSARILY INCLUDED IN THIS SCOPE OF WORK. SEE ROOM FINISH SCHEDULE & SHEETS A2.3, A-4 SERIES FOR LOCATIONS. 3. SEE DOOR SCHEDULE FOR DOOR & FRAME FINISHES. 4. C.C. TO LEAVE ON SITE, UPON COMPLETION OF JOB, (1) BOX EACH OF ALL WALL, CARPET, CARPET TIE & CEILING TILE USED - REFER TO VENDOR LIST. IF ACT TO BE REFURBISHED] REMOVE CEILING TILE FROM BOX & PARR WITH P101; RE-BOX ONCE DRY FOR FUTURE USE. 5. AL FLOORING SHALL BE IN ACCORDANCE WITH CALIFORNIA ACCESSIBILITY CODE. 6. CLEAR IAN& CORNER GUARD NOTES: A. SIZE ,istl'e TO ir-IrAFF. B. TRIM CORNER GUARD AT CHAIR RAIL D. CORNER GUARDS ARE TO BE MECHANICALLY FASTENED WI MC-PLATED 44 ROUND HEAD SCREW 0 18'0C STAGGERED (3 IAN PER SIDE ABOVE THE CHAIR RAIL AND WM BELOW) 7. PRIMARY SURFACES WITHIN FOOD PRODUCTION AREA SHALL MEET 70X LIGHT REFLECTIVE VALUE OR GREATER & PAINT FUSE& COUNGS AND SOFFITS ARE TO BE FIAT. WALLS IN DINING AND GENERAL AREAS TO BE LOW LUSTER (EGGSHELL). WALLS IN KITCHEN AND BATHROOM F NOT PAINT FINISH TO BE SEMI GLOSS, DOOR FRAMES TO BE SEW GLOSS AND MATCH THE ADJACENT WALL SURFACE. 9. ROLLER SHADES: MANUFACR/RER - DRAPER, °KRUNG MECHANISM - 11PRUAL FLEX SHADE WI METAL Bub CHAIN CRUTCH OPERATOR & WEIGHTED BAR 0 BOTTOM, FABRIC - SHEER WEAVE SERFS 4100 'GRBSTONE' BY PHIFER O CLEAR ANODIZED AUMINUII STOREFRONT & SHEER WAVE SERIES 3000 "CHOCOIATE" BY RIPER 0 BRONZE PLUMNIM STOREFROfff. VENDOR CONTACTS USG (ACT) PAULETTE WINDHAM MARK BATES 1800-621-9622 X 4347 DAL TILE (T13 DIE) PAULETTE NEVIMAN 214-507-5590 HRSON INC. (ROLLER BLINDS) MARSHA JONES 314-773-8883 SMART STEP FLOORING (CARPET TILE) BRUCE BEANS 508-528-0886 CROSSVILLE (FLOOR & WALL TILE) JUNE BAKER (PRIMARY) 931-456-3944 JBAKEROCROSSIIILUEINC.COM LIDC (WALL COVERINGS) CATHY BUGAREWICZ 1-800-621-4006 X 8384 BOSTON RETAIL (BOSTON BUMPER GUARDS) IMANSREAU 781.395.7417 EX1.231 BRIC1CFORM PRODUCTS (STAINED CONCRETE) 1-800-483-9628 WATER HEATER DISTRIBUTORS AO SUITH (HOT WATER HMV JEFF GERSTAL 412-471-6984 STANDARD ELECTRIC SUPPLY CO. (LIGHTING FICRIRES) OWE 1301MAD 978-988-3176 COY WONG (nn= FDOURES) OBS ROJEWSKI 314-534-1090 LOCATION • BAKERY/ CAFE/ OVEN WALL RESTROOM BAKERY WAIL 'LIMESTONE' BAKERY WALL-ALTERNATE REST ROOM ACCENT REST ROOM WALLS BACK OF HOUSE OUTDOOR CAFE - FOLD OUTDOOR CAFE - STRIPE OUTDOOR CAFE - CORNER BEVERAGE WALLS BEVERAGE WALLS-ALTERNATE sten ROOM WALL BASE FIREPLACE MOSAIC NOT USED BMERY/ BEVERAGE WINDOW SILLS 13. TM, W. T13A 18 & 113 Ti. T2 & 15 T17 T6 STOREFRONT TRASH ENCLOSURE SHUTTER. TRELLIS,_IAECH. SCREEN, TRASH GATE USE W/ TERRA COTTA EIFS USE W/ YELLOW EIFS USE WI EGGPLANT EFS USE W/ GREEN OFS MBG INC. (WARN SCHEME FIREPLACE RE BY AMERICAN OLEAN) MARVIN B. GOLDBERG 1303 MPCNOUA DRIVE WAYLAND, MA 01778 PH: 508-358-0745 FX: 508-358-0764 E-MAIL MeGGELOWLANNI BAKERY CAFE: #1215 prgo - ISSUE DATE: 2-16-07 PROJECT NUMBER A06406 DRAM BY: .ES EPIC MS DM: DO CPU: RA SHEET NO: A-4.8 SCHEDULES. LEGENDS. NOTES PLE-2-14413 61% E 0 UIPMENT PLAN .r• :7: ?-** 7:1 • /OFFICE 111, 111111 11'1111111 GirZF'Z I A yzeirAvezr. .mmr - 4.11.114 MENS - 1 3 PASSAGE "f E (3 TOTAL) I 1 1 of, 0 tr) 4 i 4 i ;1 Wir4 ;5% 007AZO ;5 AZ0Z=550ggi5V0 aZCX ' C'Zr&C5COCCZM • VZ5:5=555ffiZZOZZZ70 e.4147 p I 11 I CONSOLIDATION GENERAL NOTES: (10 TOTAL) Ct. HOT BEVERAGES (12 TOTAL BAKERY SERVICE WM 110806 CAFE 110 23 SEATS iF BAKERY 220 I • EQUIPMENT PLAN LEGEND: (5 TOTAL) iutE =bong DUR AIRE AND 4** 01*Alith•LE. • r, LOOK IIR_S OR OTHER SUITABLE PFAdMITIOS_SHALL BE PROVIDED FOR LIRE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER "t!OSSgSPOPM _ : -:;::Food equipment that is cerffied for sanitation liken Atiettean National Standards batiste YAltgfelcetedited serf:Re:am program svi I be **oiled to comply with the load code t itii4paientra along materials, combustion .; kcittdestga iequireavieals. • . _ . • - - 0 0 A. REFER TO SHEET EQ-4.1 FOR EQUIPMENT SCHEDULE & EQUIPMENT SCHEDULE NOTES. FL REFER TO SIM EQ-42 FOR FURNITURE SCHEDULE & WOOD/STEEL SCHEME. C. REFER TO ELECTRIC& DRAWINGS FOR ElEaRICAL INFORMATION. D. REFER TO PLUMBING DRAWINGS FOR PLUMBING INFORIATION. E FIELD WWI' BOOTH DIMENSIONS PI TO FABRICADO/L F. ALL °MORK TO BE G2 WPM. • 0 ROOM NUMBER SYMBOL sger SIGNME IDENTIFICATION SYMBOL 0 EQUIPMENT IDENTIFICATION SYMBOL IDENTWICATION SYMBOL IDENTIFICATION SYMBOL RaocArlos rocAD3N. MOW TO Meets SEN FURNITUILE IDOMCADON SYMBOL ( & 4 DOOR KIM Mel • s BAKERY CAFE: #1215 FITOTITY UPO W z )- ft < Z C S- IL 0 uj a z z — LI w (..) x Z til - 0 (3 F- 0 0 a y 0 P. T- 1— ISSUE DATE: 2-18-07 PROJECT MAWR A06-606 DRAWN BY: JES Ms OFIet OR 00 CPW RA SHEET NO: EQ-2.1 FLOOR PUPA EOUIPMIENT FtE -211K-07 • I ., QTY DESCRIPTION 2 18" STOR SHELVING (Z, 5 SH) 1 18' STOR SHELVING (Z, 5 SH) 3 24' STOR SHELVING (Z, 5 SH) 1 24' STOR SHELVING (Z, 5 SH) 1 BAKER STOR RACK (Z. 5 SH) 1 ARTISAN COMM RACK 3 f COOLER /FREEZER SHELV (EP. 5 SH) 6 COOLER /FREEZER SHELV (EP. 5 SH) 1 SMARTY/AL SHELVING - 3 COMP 2 SMA 1WALL SHELV.- BAKER'S TABLE 1 BAKER'S MANUAL SHELF 1 COOLER STORAGE CAGE 3 WALL SHELF - 24' (3 SH) 3 WALL SHELF - 60' (3 SH) 1 BAGEL SLICER CART 2 BREAD SLICER CART 1 DISHRACK /SHELF 1 MOP SINK 1 1 1 5 1 1 1 3 COMP SINK - REDUCED SIZE (SS) 2 COMP SINK - REDUCED SIZE (SS) PRE -RINSE SPRAY UNIT/DISH ROTARY WASTE VALVE (12.3 COMP) DROP -IN -SINK (COFFEE) DROP -IN -SINK (ESPRESSO) FAUCET FOR COFFEE STATION MANUFACTURER METRO METRO METRO METR0 METRO METRO METRO METRO METRO METRO METRO METRO METRO METRO OWNER METRO FLONESTONE PROD. UNIVERSAL STNNLESS, INC EAGLE GROUP FISHER FISHER ADVANCE TABOO ADVANCE TABCO FISHER 1 FAUCET (ESPRESSO) 1 FAUCET (1,2. 3 COMP SINK) ZURN FISHER 3 WALL MID SS HNNSINK 1 ICE CADDIE EAGLE CAMBRO 1 ICE MACHINE HOSHIIAKI 1 ICE MACHINE (w /remote condenser) HOSHHQAXI 1 ICE STORAGE BIN 10SHIZAKN 1 WATER RLTER (4 POD) ELGE 1 BOTTLE SOFTENER WI STAND HSA -10-F IC125LB 17.751V x 15.25'D 22'W x 2613 x 29.2511 ES. ES. KM- 630MRH w/URC -6F 22'W x 27.5'0 x 37.51I E.S. D- 90OYRH w/URC -12F 301V x 24.5'D x 28'H E.S. B -30OPF 22"W x 32.5"D x 46'H ES. SLB4PL 36"W x 27.2511 ES. 80TiLE SOFTENER 22.811 x 13.80 x 29'1 ES. G.C. G.C. G.H G.C. G.C. G.C. G.C. G.C. EQUIPMENT SCHEDULE 0018 0010 002C 0020 003 003A 004A 0048 005A PAN ARTISAN 1836 -C PAN 2436 -N-C PAN 2448 -N-C PAN 3COMP -3 0058 005C 0O6A 007A PAN SEC -1-C PAN 1824 WALL 007F 0O8A 0088 009 011A 60'W x 1813 2411 x 2413 x 33111 23.01x24.913x26.5'H 24'W x 240 x 731I 24'W x 24"D ES. ES. ES. ES. G.C. ES. ES. ES. ES. G.C. PAN 1860 WALL PAN BAGEL CART CUSTOM PAN DISH SHELVING -C LISR2424 012A 0138 015 016 018 0188 019 019A 0196 021A 022 023 0238 024C 0258 025C 026 027A 1 1 DIPPER WEI.L DISHWASHER (UPMGHT) KENCO JACKSON Z02581121 314 -16 -2 2210 -WB W/ ADD ON SPOUT 22446 DI-1 -10 DI -1 -10 3515 Z812B1 -15F 13269 171510 ES -2000 103'Wx3013x38.51I 39'W x 2613 X 37.5'H 371108'W 4_IXA.4.5'H 10'Wx141/x10'H 10'Wx14bx10'1 8'Wx6.50x12.51 6.5'Wx20x11.91 8' CTRS /12' SPOUT ES. ES. ES. ES. ES. C.S. ES. ES. 61 DIA x 5.125'0 E.S. 25.25"Wx25.25bx66.251H ECOLAB G.C. G.C. G.C. G.C. G.C. G.C. G.C. G.C. G.C. G.C. G.C. 027D 1 027E 1 028 3 029 3 030 6 03OA 6 031 9 032 1 033 5 036 1 040 1 04011 1 0408 2 041 1 042A 1 0428 1 0420 1 042D 2 043A 5 043C 12 044A 1 045D 0456 2 045J 1 1 0488 1 049 1 0M 1 051 1 0538 2 054 1 1 055E 1 056 1 057 1 0588 1 058C 4 059 2 060A 1 061 1 EXHAUST HOOD DISH COUMER (CLEAN) - REDUCED SIZE PAPER TOWEL DISPENSER SOAP DISPENSER REGISTER w/ cosh drawer CASH DROP BOX FATHER FAX MACHINE MONITOR w/VDU controller MICROPHNNE WALK -IN COOLER WALK -IN DOUGH COOLER DOUGH COOLER - 8RIDGE SHELF WALK -IN FREEZER BAG -N-BOX BULK Co2 TANK CAR80NATOR BAG N BOX PUMP WEN RACKS (10 PAN CAPACTIY) TRANSPORT CABINET PROOFER - SIX RACK SS TABLE (72') SS TABLE (247 SS TABLE (181 MEAT SLICER OVEN - DOUBLE RACK OVEN HOOD MODEL PAN 1842 -C PAN 1860 -C PAN 2448 -C PM 2460 -C 2448NC PAN 1836 -OT CUSTOM CAPDVEARE CUSTOM UNNERSAL Z02561133 84T ECOLAB 92633825 MICROS SYSTEMS 3700 AMSEC 180610 -1 W/ 4505095 EPSON/MICROS IM-188 'BROTHIER 4TEWFAX 2800 MICROS SYSTEMS ECLIPSE PC WORKSTATION ASIATIC AMC 109 KOLPAK SEE SHOP DIGS KOLPAK SEE SHOP DOW METRO PAN BRIDGE KOLPAK SEE SHOP DINGS MBS AR -10-2W -GUIDE Nil C RBO CHARGER 300 LB. CORNEI.IUS 1624 SHURFL0 P88-SF NATIONAL CART AL- 2610 -BORC TS NATIONAL CART AL- 18401X: -HD /MIMIC APB -51-8 METAL MISTERS 1307258 -BS METAL MASTERS 1302458 -BS METAL MASTERS T3018S8 -BS BER EL X13 ADAMATIC PRO-2G CAPTIVE ARE 3624 VIVA BREAD SLICER (THIN) OLNER 73214 -1/2' SLICE 062A 1 BAKER'S TABLE w/ nab. METAL MASTERS 11136725 BREAD SLICER (THICK) OLNER 732N - 3/4" SLICE SANDWICH PREP REFRIDGERATOR (72") TRUE 1SSU -72 30M-B SOD /ICE INSP. (8 HO) OORFEUUS D URO 250 MIELUCARB U.C. 1 OR REFRIGERATOR TRUE MANUFACTt1RNG TUC -27 W/UH OR U.C. 2 DR REFRIGERATOR TRUE MANUFACTURING TUC-48 TEA BREWER B RIN- O-1AMC 1U-3 TEA DISPENSER BUNK- O -MITIC 1D-4T COFFEE ILAKRR FETCO CBS -2052 COFFEE NSUNATED CONirA!!ER FETCO 1.30-15 EMPLOYEE LOCKER EL -6-18 PUTTY COFFEE GRINDER FETCO GR-2.3 BPRESSO wa.E (Aurownc) FRAME EVOLUTION 2-STEP 068 1 SCUP RETHERWAUZER FALCON FABRICATORS RIB14 0628 1 ARDSAN EIAKEIT'S P E JOHN BOOS SNS02 063 1 MICROWAVE PM AAOMC NE -1051 064 1 SOUP SUT1ON RATNELL 3613 065 6 HEN OLAR MARSTON C -30-N 066 1 OUTDOOR TRASH CONTA ER ILIAD FIBERGLASS 77C- 2347FC 067 2 RNOORR TRASH CONTAINER RUBBERWO 1011 071 2 COOLER COMPRESSOR KOLPAK SEE SHOP DIGS 071A 2 COOLER EVAPORATOR KOLPAK SEE SHOP DIGS 072 1 FREUER COMPRESSOR KOIPAK SEE SHOP DIGS 0721 1 FREEZER EIIIPORATOR SEE SHOP DIGS 073 1 HDI IIG CARET WON HC40O9 -191-2 075 1 CONVEYOR ICIPSTER API 1EfYOTT 81- -15-3 DIMENSIONS 4211 18'0 x91'1 601W 1813 x91'1 361V 180x59"1 36'Wx24 "0x9111 48"W x 2413 x 9111 36'W x 45'H 53"Wx27bx69'H 241V x 18'D SUPPUED E.S. 48'Wx24bx9111 E.S. 601Nx24'0 x91 E.S. 48'W x 24 '0x91'1 S.W. OWNER ES. ES. E.S. 36'W x 45 ES. 241W x 14'D ES E.S. SEE MECHANICAL G.C. 241Vx30'D x4311 E.S. new x1013 x15.5 G.C. 4'Wx4"Dx811 ECOLAB 11.7514 x 1813 x 11.5'1 MICROS 6'W x 10bx6'H E.S. 6.51Y x 13.60 x 9.6'1 MICROS OWNER 12.25 "x 120x 10.7511 MICROS 16251 OWNER SEE SHOP DINGS ES. SEE SHOP DINGS E.S. 48"W x 2413 x 86 F.S. SEE SHOP DINGS E.S. 321W x19'0 x6111 PEPSI 28 x 20' DIA NuCO2 12'W x 9"D x 10.51I PEPSI 96111 x 3613 x 24'H ADAMAIIC 23'Wx28.75'0xQ1H 23"1txQ8.75'0x2111 72.25'W 30'WX30.75bx39.75'H PEPSI 27.5 48.375Wx30.1250x3611 ES. 925 'W x2013x 31.25'1 ES. 9'Wx15.5'0 x1811 21 $Wx22.5"D x ES. 91Ur 13.5'0 x 13 121X x 1813 x 8211 ES. 9114x11.5 '0x28.51! ES 131V x24"D x311 ES. 27 x 30'D x 3411 i ES SEE SHOP DIGS SEE SHOP GIGS SEE SHOP DIGS ES SEE SHOP 01GS 27.611 x 36.41/ x 33.414 19.511x261/ x18,51H ES. ES. INSTALLED NOTES ES. B B B B B OWNER 8 E.S. 8 ES. ES. E.S. E.S. E.S. OWNER ES. ES. ES. B 1084C E.S. G.C. G.C. G.C. ECOLAB YK;ROS G.C. Maros OWNER MICROS OWNER ER G.C. E.S. G.C. PEPSI NuCO2 PEPSI 5.711/x3.89x7.9'1 PEPSI PEPSI 72"W x30bx34.5'H E.S. ES. 28.5 x 1813 x 73'H E S. E.S. 27'W x 2113 x 68 OWNER OWNER 74'W x 6513 x 99 ADAMATIC AQAM. /G.C. 24'Wx30'Dx345 ES. E.S. 18"W x 300 x 34.5'H 26.51Px31bx25.5H 88 x67.2513x98'H AMAMATIC ADIW. /G.C. E.S. E.S. E.S. PEPSI ES ES. G.C. ES. G.C. C.C. ES. ES. ES./G.C. 72"Wx36 ES. ES. SEATIDI6R S.W. S.W. 48' x 24'D x 3475 ES. ES. 20.125' x 14.75'0 x 12'H ES. 48"Wx30"bx3611 ES. ES. 4711 x 241 M S.W. S.W. 20171 x 11b SW. x 30 S S.W. G ES GC. ES` &c. C.C. I ES ( A A A 0 0 0 J EQUIPMENT SCHEDULE, CON'T. 076 076A I 079 1 080 1 0818 1 082 1 0828 1 083 2 0848 2 0840 2 085 085A 1 086 1 087 1 088 1 088A 1 091 1 092 1 093 1 095A 1 09M 1 109 1 122 1 123 124 3 125 1 126 1 127 1 128 1 ? 2878 SAFE FRE CABINET SAIAD PREP TOP (72") BAGEL SUCER BAGEL SUCER BASKET -LARGE BLENDER CONSOLIDATOR SHELF (30') CONSOUDATOR SHELF (48") CONSOUDATOR SHELF (72') SANENICH TOASTER HEATED SHELF SMOOCH TOASTER MIER CRISPIN FOOD PREP TABLE SS EAT NI TN3LE CONSOUEATOR MAIN COURIER DIGITAL INTERNET RECIMR/AMP OFFICE CHNR EMPLOYEE COAT RACK lICKET RAIL KEYBCPRO DRAWER EQUIPMENT SHELF 17' LCD CCW MONITOR CRATHCO CRATHCO CSS, INC. HON TRUE OLNER ONO eme LANG KEYED MB: A. EMINENT TO ME 4' OSIERS W/ 2 WONG C. WW1 VOWED 0_ FUMISH WI ROS (4) SOB F. NM USED C. MOH WI SFUSHES H. SOK IS FURNISHED 11/ J. NOT USED K. PUNIC UMIWE DESK TOP MEMO TO MIS. Win (2) 211 CROW IDES EIEC 11,13. L air CUT FOR 0610P-11 SRC II. MIMED 1/ MO N. MED P. ROOM 11/DEULNE CUE= WAD • EQUFME111 10 OE SECURED I/ WU. S. 25' OW NOUCOL IF/ 1101OR T. 1010' CRAFT MIXER 11/ NORM IL EQUINOX 10 BE 801X11 R/ FLOM. HATCO DECK OWN (ADO/MONO) ARAMAIC FASTILIER TRUE METAL MASTERS METAL MASTERS CONSOUENTOR TAKE OUT COURIER METAL MASTERS YEA PAM:RA STATION (RETRORT) METRO VIA PANERA SHELF (RETROFIT) CUSTOM STAINLBS EDWARD DON INFRA CORP. HON WOODARD RACIWAN TO1E VISION 025-3 (27-3 532C 702-N CUSTOM SMOOTHER-18 CUSTOM - STAINLESS CUSTOM - STARLESS CUSTOM - STAINLESS P8-24 ADO 3-DECK/3-PAN OVEN 88.TH 871794 CUSTOM W/ 2 SHELVES CUSTOM CUSTOM CUSTOM 4022 PROFUSION X W/ WALL CAB'T 22.3"Wx22.5"Dx16.8'H MINER OWNER 19.31311x18"Dx17.7511 ES. BAKERY CAFE EQUIPMENT SCHEDULE NOTES: MIMED 08.12.04 1 MOW. NOM: A. MY OBS RUH outanv HUMUS USTED ME INCURS II NIS SCOPE OF IOW & SNOBS SWUM( TOMS II/ DROP-11 MKS MED 13 TO BE INSUILLY 1HE C. &C. TO COOROINVE DE EMERY & OSUIUMON OF AL EDUP. TO BE SUPPLED ANIVOR REVILED ORM REFIR 10 SPEC. - SEAMS 01010 & 01640 FOR 8 BOIL CS FS IL SR SAL SS BMW MUER EPDXY rim GOOK COMM IfIGHT MEW MODi 11.251V x 151) x 721V x 1810 FOR ES. LECIRICA. CORD ADAMATIC 4&381Vx30.13"Dx36.75"H ES. ES. 46.11Vx9"Dx14.38"H ES. ES. 481I x 301) x 3411 ES. C.C. OWNER OWNER OWNER IMO • • • • • • BAKERY CAFE: #1215 O 04 1 0 cr ISSUE DATE 2-164/ PROJECT FRAMER ADS-506 DRAWN BY: JES PSS Olt OD CPU: RA SHEET NO: EQ-4.1 EQUIPMENT - FURNITURE SCHEDULE WOOD /STEEL SCHEDULE CODE QTY DESCRIPTION MANUFACTURER SPEC FINISH FABRIC METAL LAMINATE REM TYPE CODE QTY DESCRIPTION LOCATION ? OT2424 10 EXTERIOR TABLE - 24'x24' DIU MERICAS, LLC BLUECAMM - N/A STEEL N/A ? 3000 ? ? 1 BREAD BOXES IN OVER SANDWICH BAR, MONITORS BETWEEN ? . 2936 ? ? ? ? ? ? ST ST307 1 PANELS TWO PER PPM OF BOXES, WOOD TOP ON PER PAIR OF BOXES, REGISTER PAIRS OF BOXES " OC 20 EXTERIOR ARMCHAIR EMUWMERICAS, LLC 116 /A STEEL N/A SCE ONE PER PAIR OF BOXES ST ST810 4 BANNER HANGER 12', 18' AS NEEDED W/ MB1 do 11B2 . CAFE BANQUETTE -LARGE BACK TO BE AR000R HOPSCOTCH AC -67252 ST ST817 1 MENU STAND W/ TOPPER do MENU BASKET NEXT TO SWUNG CART . Wall 2 ) FDS NFK6 MAPLE 13, SEAT TO BE ARCCOM DURANGO AC -67563 CINNAMON #4 N/A N/A sr ST818 1 GREETER SIGN NEAR ENTRANCE DOOR ST ST819 2 CELEBRATION SCREEN IN CORNERS WOC 31 CAFE CHOIR (WARM) NATURAL WOOD CHAIR NFK6 SEAT TO BE ARCCOM DURANGO AC -67563 CHROME N/A CINNAMON #4 ST 57821 1 BREAD WALL BAKERY ' WCHBA 2 WARM CAFE HIGH BACK CHAIR FDS _ NFK6 BACK TO BE ARCCOM HEMISPHERE AC -67640 ANTIQUE GOLD SEAT TO BE N/A N/A Sr 51822 1 BAGEL WALL BAKERY #11, DURANGO AC -67563 aNNAMON #4 ST ST832 2 SLOPED HANGING BREAD SHELF W/ HANG BAR 1 OVER EACH BREAD SLICER ST ST839 2 HOT BEVERAGE CONDIMENT UNIT HOT BEVERAGE BAR MN.�T 2 18' SQUARE CAFE SIDE TABLE (WARM) NFK6 AND LEa BLACK RUBBER EDGE N/A _ N/A TOP TO BE WILSONART WINDSWEPT LEGS & APRON TO BE MAPLE STAINED ST ST840 1 COLD BEVERAGE CONDIMENT UNIT ODD BEVERAGE BAR ST ST841 6 SMALL LID HOLDER - ST ST843 1 NAPKIN HOLDER - ST ST844 12 MENU BOARDS & METAL WINGING SYSTEM - WD101 2 so' LG. REGISTER UNIT W /CUP DISPENSER, REGISTER HOOD, LAMINATED COUNTER TOP, 2 -30' REMOVABLE FRONT PANELS, BAG HOLDER WCT2424A ' 11 24' SQUARE CAFE TABLE (WARM) FDS BLACK RUBBER EDGE N A / 8l K WILSONART 14745 -60 "mow( BRIO (YELLOW) WD WD WD101 -FE 1 60' LG.(FNIISHHED END) REGISTER UNIT W /CUP DISPENSER, REGISTER HOOD, LAMINATED COUNTER TOP, 2 -30' REMOVABLE FRONT PANELS, BAG HOLDER WD104 1 48' BASE CABINET ' WCT3ORA 4 30 ROUND TABLE (WARM) FDS RUBBER EDGE N/A INACK WI.SONART #4745-60 MAROOCMf BRUSt• MUG* WD WD WD105 1 WEDGE FILER KITS WD WD107 1 3r SWEET BAKED GOODS DISPLAY /NOS CABINET WD109 (NMI) 1 3 BAKERY UNIT W/BAG HOLDER, PULL OUT SHELF, SOLD SURFACE COUNTER TOP. GLASS SNEEZE GUARD, 2 -STEEL COUNTER SUPPORT BRACKETS, BAG HOLDERS WOOL 8 DINING BANQUET[E -LARGE (WARM) FDS NFK22 BACK TO BE ARCCOM MATRIX AC- 91529P SIENNA, SEAT TO BE ARCCOM DURANGO AC -67563 aNNAMON #4 N/A N/A WO YID WD113 1 211 BAKERY RISER BAKERY DISPLAY W0113A 1 411 BAKERY RISER BAKERY DISPLAY WDBT2448 4 TABLE BOOTH _ RUBBER EDGE N/A BLACK #WZ1001T RED eAMeoo DRAGON WD WD IIMD1138 1 HEATED SHELF RISER BAKERY DISPLAY WD201RH - 1 BAR W/ SOLD SURFACE TOP, 2 REMOVABLE PLATFORMS, REVERSIBLE TOP, SPEED RAIL & 3 STEEL SUPPORT BRACKETS _ MC 12 DINING CHAR (WARM) RUST WOOD CHAIR NFK22 EAT ON AC-67 N/A N/A rrD WD301111 (SIAM) 1 19' -9' LH CONSOLIDATOR WALL WITH OAK REMOVABLE PANELS AND OAK CAP, TWO BREAD TOWERS, TRAY UTENSIL SHELF OONSOLDATDR AREA WDCF 10 DINING CHAIR FABRIC BACK (W ARIA) RUST WOOD FABRIC BACK CHAIR NFK22 BACK TO BE ARCCOM CYCLOPS AC-91531P PUMPKIN, SEAT TO BE ARCCOM DURANGO AC -57563 CINNAMON #4 N/A N/A WD MID WID401 RH 1 96' RH BUILT -IN COLD BEVERAGE STATION W/ 1- DOUBLE SMALL lD HOLDER, 1-DOUBLE LARGE LD HOLDER, SOUR SURFACE COUNTER TOP & CORI:RA II UNIT WDS 1 DINING SNUG ( WARM) FDS NFK22 SEAT BACK TO BE ARCCOR FLOWER PWER AC#67704 GREEN GRAPE #5, SEAT TO BE A33COMI DURANGO AC -67592 BLACKBERRY 133 N A / SNUG BACK WALL NEVAMAR Ilit 0081 BURGUNDY MATRIX, SHUTTER PINE STAINED RD WD501 1 96' BUILT-IN HOT BEVERAGE STATION WI 2- CONDIMENT UNITS, 2- NAPKW/UD HOLDER WD II WWII 2 BUSSING/RECYCLE STAIKIN WD VE1701 4 LOW WADS W/ LOOSE FLOOR CLEAT ATTACHED TO BRIQUETTES WD WD702 12 24 X 72 PINE SHUTTERS WRN TOP AND BOTTOM TRACK BOOTH/HOT BEVERAGE WALLS WDT2424 5 TABLE (W SQL} RE DINING _ RUBBER EDGE �A BLACK # ANTIQUE BRUSH woo 1 ORDER Pta( UP SFA11ON SIGN SUSPENDED FROM MUM WD WD801 2 6'W x 3/4' WAINSCOT W/ CAP BOOTHS AGAINST DRYWALL PARTITION WD136R - 1 36' ROUND CAFE TABLE ( W ) _ BLACK RUBBER N/A BLACK NEVAMAR #S1058" SUGAR PLUM YID WD805RH 1 RIGHT HAND WHEAT SHELF ATTACHED TO WD806 WD WD806 1 WHEAT COLIAIN - PLAN NEAR FRONT OF CAFE W/ WEHAT SHELF WIG13296 1 32 x96 GATHERING TABLE (WARM) _ SINN TO MATCH TOP N A / N A / VOI11 RE CHERRY WD WD807 2 PHONE BOX - RECESSED AS NEEDED WD WD812 1 COMMUNITY BOARD 'NEAR BATHROOMS WSBL 4 �_�E (WARM) NFK6 BACK TO BE ARCCOM PINBALL AC -67727 GRAPE SEAT TO BE Y DURANGO BIACKBERRY 133 N/A N/A WD WD813 1 PURSE HOLIER BATHROOMS WD WID815 5 4' X10' P -HAM WALL PANELS W/ BOSTON BUMPER • O 18' & WAFF (X KIERUNE BAKERY BACK WALL WD SI816 1 SAMPL.NG TABLE MAIN ENTRANCE WSBT2448 2 T ) ROOM BOOTH - Fos RUBBER EDGE N/A BLACK #HL0002T AMBER GREEN WIUTELIN K w0 WD850 1 CUSTOM COLUMN ENCLOSURE BETWEEN ESPRESSO & OON90LODATTON 1)04 .....-- I 22 .... W9C 10) ROOM DINING CWYR NATURAL WOOD CHANt NFK6 SEAT DURANGO AC -67592 N/A N/A WSHBCA 1 SMART ROOM HIGH BACK CI1NR) - NFK6 BACK - 9OLAMONNICA AC#91503P COLOR CHARTREUSE #2, SEAT - ARCCOM DURANGO AC -67592 BLACKBERRY #33 N/A N/A WSHBCB 1 SMART ROOM HIGH BACK CHAR (WARM) _ NFIC6 BACK - REVERSE SIDE OF SOLAMONNICA DURANGO -COLOR IRIS # # Tt0001M N/A N/A WSST 2 1 TABLE (WARM) ROOM FDS dikisi N/A N/A TOP TO BE 791MA 1,1_60 MANITOBA MAPLE WIST2424 3 2424 (WARM) SMART ROOM TABLE FDS RlI3�R EDGE N/A BLACK WAWA HL0002. AMBER GREEN WA REUNIK W5T3030 1 30 DINING TABLE RUBBER EDGE NA / BLACK AMBER GREEN HAUWElNLK G2 FURNITURE UPHOLSTERY FINISH LEGEND: FABRIC TAG: FABRIC SPECIFICATION: LOCATION: wrt WF2 WF4 WF5 wF8 W7 WFIXLA WF100 ARCCOM - DURANGO AC- 87583. CINNAMON j4 - HOPSCOTCH AC- 87252, MAPLE MOON - HEMISPHERE A4- 87840. NOME COLD in ARCCON - ARUBA AC- 87433. MNNAHON #4 ARCCOM - MATRIX X- 91529P, SIENNA ARCCOM - CYCLOPS ABC- 91531P. PUMPKIN ARCCOM - FLOWER POWER AC- 87704. GREEN GRAPE #5 IIROOOM - DURANGO AC- 87592. BLACKBERRY #33 - PINBALL AC- 87727. GRAPE #8 #3 ARCCOM - SALONONNCA AiC- 91503P. CHARTREUSE #2 - SALOLLONNCA (REVERSE SIDE) AC- 91503P. IRIS #2 • • CAFEOONNG - SEATFABRIC CAFE - 800T11 AND BANQUETTE BACK FABRIC CAFE - HIGH BACK CWYR BACK FABRIC CAFE - SNUG 8ACK FABRIC DINING - 800tH AND BANQUETTE BACK FABRIC ONWG - GAAERING TABLE CHAIR BACK FABRIC DOING - SNUG BRICK FABRIC WNW - SNUG SEAT FABRIC SMART ROOM - SEAT FABRIC sum ROOM - BOOTH AND BANQUETTE BACK FABRIC SMART ROOM - HIGH SAM CHAR BACK FABRIC SMART ROOM - HIGH BACK CHAR BACK FABRIC • • • • 4 BAKERY CAFE: #1215 SYSTEM: G2 (W R PROTOTYPE UPDA E WV MOM W= W - - - - -- - - CD ISSUE DATE 21607 PROJECT PAIUDEFt A06606 DRAWN 8Y:.JES OPAL FRS 09, 00 CPU RA Z 0 w SHEET NO: EQ-4.2 TAOOOISTEEL SCHEDULE FURTMM./RE SCHEME FtE - n$EO4 • a BAKERY CAFE #1215 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON SOUTHCENTER SQUARE OUTSIDE AIR CALCULATION 100 CUSTOMER x 20 cfm / PERSON = 2,000 cfm 12 EMPLOYEES x 15 cfm / PERSON = 180 cfm CALCULATED TOTAL 2,180 cfm PROVIDED TOTAL 2,500 cfm I i 4 KEYED NOTES: PROVIDE AND INSTALL NEW ROOF TOP UNIT AS SHOYM IN SCHEDULE ON SHEET M3.1. UNIT SHALL BE LOCATED SUCH THAT SUPPLY AND RETURN DUCTWORK DROP BETWEEN JOISTS. RUN CONDENSATE UNE TO NEAREST ROOF DRAIN. VERIFY LOCATION. PROVIDE U.L USTED IONIZATION TYPE SMOKE DETECTOR INTERLOCKED W/ RTU CONTROLS TO SHUT RTU DOWN UPON ACTIVATION OF DETECTOR. LOCATE IN RETURN AIR DUCTWORK, PER IMC2003. PROVIDE TWO PIECE THERMOSTAT NTH WALL MOUNTED SENSOR AND CONTROLLER MOUNTED IN OFFICE, COORDINATE LOCATIONS WITH OTHER ELEMENTS OF WALL /COLUMN. VERIFY EXACT LOCATIONS IN FIELD. OWN HOOD BY 'CAPTIVE -AIRE' MODEL VH3624. INSTALL NEW 12' DIA. EXHAUST DUCT UP TO EF -1 ON ROOF. FAN SHALL BE INTERLOCKED WITH OVEN SUCH THAT FAN RUNS ONLY WHEN OVEN IS ON. SEE FAN SCHEDULE ON THIS SHEET AND OVEN DETAIL ON SHEET U4.1. LOCATE FAN MNIMUM 10 FEET FROM ANY AIR INTAKE OVEN HOOD, FAN, & MUA ARE PURCHASED FROM 'ADAMABC BY OYIAIER AND INSTALLED BY CONTRACTOR. BALANCE EF -1 TO 1400 CFM. SEE SHEET M4.1 FOR MUA INFORMATION. COORDINATE LOCATION W/ LL KEEP 0.k INLET 10' MIN. FROM ANY EXHAUST. VERIFY LOCATION. SEE ELECTRICAL DRAWING, THIS SET FOR HOOD LIGHT SWITCH LOCATION. [FOR PROJECTS UNDER 2003 IMC EF -1 IS 1600 UM AND MUA -1 IS 1400 CM] 8' DIA. TYPE B METALBESTOS FLUE UP THROUGH ROOF. OVEN SHALL BE SUPPLIED WITH DRAFT INDUCER, BAROMETRIC DAMPER, AND PROVING SWITCH. INSTALL PER OVEN DETAILS ON SHEET U4.1 4.3 ROUTE BAROMETRIC RELIEF DUCT ACROSS OVEN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE EGG CRATE GRILLE AT DUCT TERMINATION IN SPACE BAROMETRIC DAMPER TO BE INSTALLED BY MECHANICAL CONTRACTOR. 4' DU. DAMPER FLUE CONNECTED TO EXHAUST HOOD. SEE OWN DETAILS ON SHEET 114.1. 114.3. 6' DIA. OVER PRESSURE EXHAUST CONNECTED TO EXHAUST HOOD. SEE OWN DETAILS ON SHEET 114.1, 114.3. DIRECT VENT CLOSED COMBUSTON FLUE FROM WATER HEATER UP THROUGH ROOF (SIZE PVC FLUE VENT PER MFG INSTRUCTIONS). TERMINATE WI CONCENTRIC KIT PER MANUFACTURER'S RECOMMENDATIONS, 11INIMUM 10 FEET FROM ANY AIR INTAKE. VERIFY LOCATION. SEE DETAIL SHEET M4.3. RUN 10' DIAL EXHAUST DUCT DOM FROM EF -4 ON ROOF. CONNECT TO EXHAUST GRILLES IN TOILET ROOM. BALANCE AS INDICATED. PROVIDE BACKORAFT DAMPER AT EACH GRILLE. SEE FAN DETAIL SHEET 114.3. LOCATE FAN 10' -0' MINIMUM FROM ANY AIR INTAKE. PROVIDE 6' DIA. EXHAUST DUCT WITH ROOF CAP AND BIRD SCREEN FOR DECK OVEN SELF EXHAUST, TERMINATE 3' - ABOVE ROOF. LOCATE OWLET 1O' -0' MINIMUM AWAY FROM ANY AIR INTAKE INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE FLEXIBLE CONNECTION FROM OVEN OUTLET TO EXHAUST DUCT (4' BELOW CEILING). DUCT SHALL BE STAINLESS STEEL (SEE DETAILS ON SHEET 114.3). . REMOTE CONDENSERS ON ROOF FOR FREEZER, COOLERS AND ICE MACHINES. TAKE OFF FOR PIPING RUNS TO BE COORDINATED WITH GENERAL CONTRACTOR. C.C. TO RUN WANG FOR COOLERS AND FREEZER AND FOR REMOTE COMPRESSORS. MECHANICAL/ELECTRICAL SUBCONTRACTOR TO PERFORM ANAL CONNECTION FOR THESE UNITS_ COORDINATE LOCATION W/ OWNER FOR BIDDING PURPOSES REFRIG. PIPING COMES N PRE - CHARGED LENGTHS OF 25 IL AND 50 ft. (COOLER AND FREEZER ONLY). DISH WASHER TYPE -II HOOD 'CAPTIVE -AJRE' (SEE SHEET 113.3). INSTALL NEW 12'01A. EXHAUST DUCT TO ET-3 ON ROOF (SEE SCHEDULE SHEET 112.2). FAN SHALL BE CONTROLLED BY SWITCH MOUNTED ON HOOD. DISHWASHER HOOD AND FAN ARE PURCHASED BY OWNER FROM 'CAPTIVE -ARE' AND INSTALLED BY CONTRACTOR. SEE SHEET 11-4.2 FOR DISHWASHER VENTILATION INFORMATION. LOCATE EXHAUST FAN 10' -0' team FROM ANY AIR INTAKE EXHAUST FOR EF -3 IS 600 OEM [DESIGN CRITERIA - 2003 IMC). VERIFY REQUIREMENTS WITH LOCAL CODE AUTHORITY. PROVIDE AND INSTALL PROTECTIVE CAGES AT DRY SPRINKLER HEADS IN COOLERS AND FREEZER (EQUAL TO FIREHOUSE INTERNATIONAL MODEL No. BRO- SPCAGE). FLUE FOR VENTED GAS FIREPLACE TO BE SIZED AND INSTALLED PER MANUFACTURER'S RECOMMENDATION. EXTEND FLUE UP DIN ROOF 70 INIUIJM OF 2' - FROM HIGH POINT OF ROOF TO LOW POINT OF DISCHARGE. TERMINATE PER MANUFACTURER'S RECOMMENDATION. KEEP OUTLET 10' -0' MNNMUM FROM ANY AIR INTAKE. VERIFY LOCATION. TOTAL NATURAL GAS INPUT FOR IRIS FIREPLACE SHALL BE XX.IOO( BTUH [VERIFY' THE DINING ROOM QUAUFTES As AN UNCONFINED • SPACE AND COMBUSTION AND 0(1111 W AIR ARE DRAWN FROM THE ROOM 1MTH NO OUTDOOR AIR REQUIRED. PAINT DIFFUSERS TO MATCH ADJACENT CEIU NG. SEE ARCHITECTURAL DWG. FOR COLOR. AIR CURTAIN ABOVE DOOR. SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR NFORMATION. (FOR EXTERIOR DOORS ONLY) GENERAL NOTES 1. THIS CONTRACTOR SHALL COORDINATE MATH ALL OTHER TRADES IN LOCATING DUCTWORK, PIPING AND EQUIPMENT TO AVOID ANY NTERFERENCE. 2. COORDINATE INSTALLATION OF NEW DUCT W/ STRUCTURE. 3. CONTRACTOR TO INSTALL ALL WORK IN STRICT C OMPUANCE WITH LOCAL CODES AND ORDINANCES. 4. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND EQUIP. SUBMITTAL PRIOR TO INSTAUJNG OR FABRICATING ANY DUCTWORK 5_ PANT INSIDE OF DIFFUSERS BLACK TO 16MNIZ£ VIEIINNG OF DUST AND DIRT. 6. PROVIDE MOLDED INSULATOI BLANKET ABOVE TOPS OF ALL SUPPLY AIR DIFFUSERS 7. PROVIDE ADJUSTABLE VOLU E DAMPER AT ALL BRANCH DUCT. 8. PROVIDE TURNING VANES AT ALL ELBOWS (TYPICAL). REFRIC. SYSTEM REQUIRONENTS NOTE: TUC 2003 SECT. 1104.4.2 (EXCEPTION COMMUNICATING SPACE) M11LL BE IMPLIED TO 1HE REFRIG. SYSTEMS IN THIS PROJECT. ALL VOLUME DAMPERS WILL BE REMAINED MMIK 25% OPEN TO PREVENT REFRIGERANT LEAKS INTO THE SMALL SPACE N1* H SERVED BY THE SYSTEM. • • I : • •.: • 8DIS3 :150 all • 2101 13:1&11 160 CFM • ME 1 S 'I 8'0; ._ 12' DIA $6 550 (2T1 • 'EF -4 8'10 1 . 8'0 ti; • 12'0 ' •- 10'0 8' DIA S5 _ .... 250 all 12" DIA SI 4 90 -s ..I R C • 8 CIA E1 140 CFM r DIA - 130 12'0 11 t •� • 125 40 (TYP OF 5 Cal 3061 . 14E THE 12'0 -, 12" DIA S1 480 - CFM 18X18 12'0 Jr-NA SI 490 CFM • 20'0 150 CFM HVAC FLOOR PLAN SCALE: 1/4 =1'=0 r)OIJ ilI I 0 11 12' DIA SI . 49q CFM 16'0 • /REPLACE FLUE PENT BY OTHERS' - =., ., ._.__.... -:._: NORTH r • 480 CFM CAF (3A KEFY r ••• ,C. r 27 . - r. - • ' f' .. :i..�..r_ • J2' DIAL -S1 490 CFM • • BAROMETRIC warp. SEE DETAILS SHIIj 113.1 AND 114.1 ; ' BAROMETRIC DUf;T` W/ EGGCRATE MILE i!: 12'1 1 0 EXHAUST OW' CONIf FTO TOP OF HOOD ;6 ; r 47 • CAFE: 't 0, 12x12'R3;. DP. OF 2 _ I I 1 A S7 - 150 CM 7. BAKERY CAFE: #1215 SYSTEM: G2 WARMI PROTOTYPE UPDATE 2008 THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING. OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NUMBER A06 -506 ABCSS€ ;N PROJECT S27020 DESIGNED BY. 06. SH. GitiG CE'ECKED BY AVA SHEET NO: M -2.1 Floor Plan KVAC I 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON II 11 • i 4 KEYED NOTES: PROVIDE AND INSTALL NEW ROOF TOP UNIT AS SHOYM IN SCHEDULE ON SHEET M3.1. UNIT SHALL BE LOCATED SUCH THAT SUPPLY AND RETURN DUCTWORK DROP BETWEEN JOISTS. RUN CONDENSATE UNE TO NEAREST ROOF DRAIN. VERIFY LOCATION. PROVIDE U.L USTED IONIZATION TYPE SMOKE DETECTOR INTERLOCKED W/ RTU CONTROLS TO SHUT RTU DOWN UPON ACTIVATION OF DETECTOR. LOCATE IN RETURN AIR DUCTWORK, PER IMC2003. PROVIDE TWO PIECE THERMOSTAT NTH WALL MOUNTED SENSOR AND CONTROLLER MOUNTED IN OFFICE, COORDINATE LOCATIONS WITH OTHER ELEMENTS OF WALL /COLUMN. VERIFY EXACT LOCATIONS IN FIELD. OWN HOOD BY 'CAPTIVE -AIRE' MODEL VH3624. INSTALL NEW 12' DIA. EXHAUST DUCT UP TO EF -1 ON ROOF. FAN SHALL BE INTERLOCKED WITH OVEN SUCH THAT FAN RUNS ONLY WHEN OVEN IS ON. SEE FAN SCHEDULE ON THIS SHEET AND OVEN DETAIL ON SHEET U4.1. LOCATE FAN MNIMUM 10 FEET FROM ANY AIR INTAKE OVEN HOOD, FAN, & MUA ARE PURCHASED FROM 'ADAMABC BY OYIAIER AND INSTALLED BY CONTRACTOR. BALANCE EF -1 TO 1400 CFM. SEE SHEET M4.1 FOR MUA INFORMATION. COORDINATE LOCATION W/ LL KEEP 0.k INLET 10' MIN. FROM ANY EXHAUST. VERIFY LOCATION. SEE ELECTRICAL DRAWING, THIS SET FOR HOOD LIGHT SWITCH LOCATION. [FOR PROJECTS UNDER 2003 IMC EF -1 IS 1600 UM AND MUA -1 IS 1400 CM] 8' DIA. TYPE B METALBESTOS FLUE UP THROUGH ROOF. OVEN SHALL BE SUPPLIED WITH DRAFT INDUCER, BAROMETRIC DAMPER, AND PROVING SWITCH. INSTALL PER OVEN DETAILS ON SHEET U4.1 4.3 ROUTE BAROMETRIC RELIEF DUCT ACROSS OVEN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE EGG CRATE GRILLE AT DUCT TERMINATION IN SPACE BAROMETRIC DAMPER TO BE INSTALLED BY MECHANICAL CONTRACTOR. 4' DU. DAMPER FLUE CONNECTED TO EXHAUST HOOD. SEE OWN DETAILS ON SHEET 114.1. 114.3. 6' DIA. OVER PRESSURE EXHAUST CONNECTED TO EXHAUST HOOD. SEE OWN DETAILS ON SHEET 114.1, 114.3. DIRECT VENT CLOSED COMBUSTON FLUE FROM WATER HEATER UP THROUGH ROOF (SIZE PVC FLUE VENT PER MFG INSTRUCTIONS). TERMINATE WI CONCENTRIC KIT PER MANUFACTURER'S RECOMMENDATIONS, 11INIMUM 10 FEET FROM ANY AIR INTAKE. VERIFY LOCATION. SEE DETAIL SHEET M4.3. RUN 10' DIAL EXHAUST DUCT DOM FROM EF -4 ON ROOF. CONNECT TO EXHAUST GRILLES IN TOILET ROOM. BALANCE AS INDICATED. PROVIDE BACKORAFT DAMPER AT EACH GRILLE. SEE FAN DETAIL SHEET 114.3. LOCATE FAN 10' -0' MINIMUM FROM ANY AIR INTAKE. PROVIDE 6' DIA. EXHAUST DUCT WITH ROOF CAP AND BIRD SCREEN FOR DECK OVEN SELF EXHAUST, TERMINATE 3' - ABOVE ROOF. LOCATE OWLET 1O' -0' MINIMUM AWAY FROM ANY AIR INTAKE INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE FLEXIBLE CONNECTION FROM OVEN OUTLET TO EXHAUST DUCT (4' BELOW CEILING). DUCT SHALL BE STAINLESS STEEL (SEE DETAILS ON SHEET 114.3). . REMOTE CONDENSERS ON ROOF FOR FREEZER, COOLERS AND ICE MACHINES. TAKE OFF FOR PIPING RUNS TO BE COORDINATED WITH GENERAL CONTRACTOR. C.C. TO RUN WANG FOR COOLERS AND FREEZER AND FOR REMOTE COMPRESSORS. MECHANICAL/ELECTRICAL SUBCONTRACTOR TO PERFORM ANAL CONNECTION FOR THESE UNITS_ COORDINATE LOCATION W/ OWNER FOR BIDDING PURPOSES REFRIG. PIPING COMES N PRE - CHARGED LENGTHS OF 25 IL AND 50 ft. (COOLER AND FREEZER ONLY). DISH WASHER TYPE -II HOOD 'CAPTIVE -AJRE' (SEE SHEET 113.3). INSTALL NEW 12'01A. EXHAUST DUCT TO ET-3 ON ROOF (SEE SCHEDULE SHEET 112.2). FAN SHALL BE CONTROLLED BY SWITCH MOUNTED ON HOOD. DISHWASHER HOOD AND FAN ARE PURCHASED BY OWNER FROM 'CAPTIVE -ARE' AND INSTALLED BY CONTRACTOR. SEE SHEET 11-4.2 FOR DISHWASHER VENTILATION INFORMATION. LOCATE EXHAUST FAN 10' -0' team FROM ANY AIR INTAKE EXHAUST FOR EF -3 IS 600 OEM [DESIGN CRITERIA - 2003 IMC). VERIFY REQUIREMENTS WITH LOCAL CODE AUTHORITY. PROVIDE AND INSTALL PROTECTIVE CAGES AT DRY SPRINKLER HEADS IN COOLERS AND FREEZER (EQUAL TO FIREHOUSE INTERNATIONAL MODEL No. BRO- SPCAGE). FLUE FOR VENTED GAS FIREPLACE TO BE SIZED AND INSTALLED PER MANUFACTURER'S RECOMMENDATION. EXTEND FLUE UP DIN ROOF 70 INIUIJM OF 2' - FROM HIGH POINT OF ROOF TO LOW POINT OF DISCHARGE. TERMINATE PER MANUFACTURER'S RECOMMENDATION. KEEP OUTLET 10' -0' MNNMUM FROM ANY AIR INTAKE. VERIFY LOCATION. TOTAL NATURAL GAS INPUT FOR IRIS FIREPLACE SHALL BE XX.IOO( BTUH [VERIFY' THE DINING ROOM QUAUFTES As AN UNCONFINED • SPACE AND COMBUSTION AND 0(1111 W AIR ARE DRAWN FROM THE ROOM 1MTH NO OUTDOOR AIR REQUIRED. PAINT DIFFUSERS TO MATCH ADJACENT CEIU NG. SEE ARCHITECTURAL DWG. FOR COLOR. AIR CURTAIN ABOVE DOOR. SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR NFORMATION. (FOR EXTERIOR DOORS ONLY) GENERAL NOTES 1. THIS CONTRACTOR SHALL COORDINATE MATH ALL OTHER TRADES IN LOCATING DUCTWORK, PIPING AND EQUIPMENT TO AVOID ANY NTERFERENCE. 2. COORDINATE INSTALLATION OF NEW DUCT W/ STRUCTURE. 3. CONTRACTOR TO INSTALL ALL WORK IN STRICT C OMPUANCE WITH LOCAL CODES AND ORDINANCES. 4. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND EQUIP. SUBMITTAL PRIOR TO INSTAUJNG OR FABRICATING ANY DUCTWORK 5_ PANT INSIDE OF DIFFUSERS BLACK TO 16MNIZ£ VIEIINNG OF DUST AND DIRT. 6. PROVIDE MOLDED INSULATOI BLANKET ABOVE TOPS OF ALL SUPPLY AIR DIFFUSERS 7. PROVIDE ADJUSTABLE VOLU E DAMPER AT ALL BRANCH DUCT. 8. PROVIDE TURNING VANES AT ALL ELBOWS (TYPICAL). REFRIC. SYSTEM REQUIRONENTS NOTE: TUC 2003 SECT. 1104.4.2 (EXCEPTION COMMUNICATING SPACE) M11LL BE IMPLIED TO 1HE REFRIG. SYSTEMS IN THIS PROJECT. ALL VOLUME DAMPERS WILL BE REMAINED MMIK 25% OPEN TO PREVENT REFRIGERANT LEAKS INTO THE SMALL SPACE N1* H SERVED BY THE SYSTEM. • • I : • •.: • 8DIS3 :150 all • 2101 13:1&11 160 CFM • ME 1 S 'I 8'0; ._ 12' DIA $6 550 (2T1 • 'EF -4 8'10 1 . 8'0 ti; • 12'0 ' •- 10'0 8' DIA S5 _ .... 250 all 12" DIA SI 4 90 -s ..I R C • 8 CIA E1 140 CFM r DIA - 130 12'0 11 t •� • 125 40 (TYP OF 5 Cal 3061 . 14E THE 12'0 -, 12" DIA S1 480 - CFM 18X18 12'0 Jr-NA SI 490 CFM • 20'0 150 CFM HVAC FLOOR PLAN SCALE: 1/4 =1'=0 r)OIJ ilI I 0 11 12' DIA SI . 49q CFM 16'0 • /REPLACE FLUE PENT BY OTHERS' - =., ., ._.__.... -:._: NORTH r • 480 CFM CAF (3A KEFY r ••• ,C. r 27 . - r. - • ' f' .. :i..�..r_ • J2' DIAL -S1 490 CFM • • BAROMETRIC warp. SEE DETAILS SHIIj 113.1 AND 114.1 ; ' BAROMETRIC DUf;T` W/ EGGCRATE MILE i!: 12'1 1 0 EXHAUST OW' CONIf FTO TOP OF HOOD ;6 ; r 47 • CAFE: 't 0, 12x12'R3;. DP. OF 2 _ I I 1 A S7 - 150 CM 7. BAKERY CAFE: #1215 SYSTEM: G2 WARMI PROTOTYPE UPDATE 2008 THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING. OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NUMBER A06 -506 ABCSS€ ;N PROJECT S27020 DESIGNED BY. 06. SH. GitiG CE'ECKED BY AVA SHEET NO: M -2.1 Floor Plan KVAC I 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON AIR BALANCE SCHEDULE PLAN MARK EXHAUST OSA RETURN SUPPLY CFU EF -1 -1600 - - - DU50 FLA EF -2 - 500 - - - F.O.LC. EF -3 - 800 - - - 600 EF -4 - 300 - - - DU50 HFA MUA -1 - + 1200 - + 1200 F.O! LC RTU -1 - + 510 + 2890 + 3400 300 RTU -2 - + 510 + 2890 + 3400 RIU-3 - + 510 + 2890 + 3400 RTU -4 . - - + 510 - + 2890 + 3400 - NET EXH. , -3200 NET SUPPLY + 3240 GROSS SPACE PRESSURE + 40 EXHAUST FAN SCHEDULE PLAN MA RUC MANUFACTURER MODEL TYPE SP CFU ELECTRICAL OPTIONS REMARKS EF -1 CAPTIVE -AIRE DU50 FLA UPBLAST 0.5 1600 120/1/60 1/2 HP ROOF CURB F.O.LC. EF -2 SELF-CONTAINED - - - 600 - - OVEN SELF EXHAUSI EF -3 CAPTIVE -AIRE DU50 HFA UPBLAST 0.5 800 120/1/60 1/2 HP ROOF CURB F.O! LC EF -4 GREENHECK GB -091 ROOF MID 0375' 300 120/1/60 1/4 HP ROOF CURB. BACK DRAFT DAMPER F.C.LC. AIR DEVICE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER MODULE FRAME Si 11TUS TDC -A4 24x24 TYPE 3 S2 TITUS IDC-G2 12x12 TYPE 3 S3 TUTUS TDC -A4 12x12 TYPE 1 S4 ANEMOSTAT AU 48x4 16 BORDER S5 TUTUS TDC -S2 24x24 TYPE 3 S6 TITUS TDC A3 -2 24x24 TYPE 3 S7 TITUS TDC -A3-2 12x12 TYPE 1 121 TITUS 50-F 24x24 TYPE 3 s R2 TITUS PAR -AA 12x12 TYPE 1. 3 El TITUS PAR -AA 12x12 TYPE 1 ;s HVAC LEGEND SYMBOL DESCRIPTION 10 EMPL x 15 CFM/PERS. = 150 CFI CALC. TOTAL 2450 CFM SUPPLY AIR DIFFUSER I ■ I 17l RETURN AIR GRILLE N TOILET ROOM EXHAUST GRILL SO THERMOSTAT (CONTROLLER) 0 DUCT MOUNTED SMOKE DETECTOR --^- DIRECTION OF AIR FLOW Q TEMPERATURE SENSOR OUTSIDE AIR CALCULATION 115 OISTOM. x [20) CFM/PERS. = 2300 CM 10 EMPL x 15 CFM/PERS. = 150 CFI CALC. TOTAL 2450 CFM pROVIDED TOTAL 3240 CFM PUN MARK RTU -1 RTU -2 RTU -3 RTU -4 MUA -1 NOTES: MANUFACTURER MODEL NUMBER LENNOX LGC102 LENNOX 1GC102 LENNOX LGA1O2 LENNOX LGA1O2 CAPTIVEAIRE SUPPLY MR (CFA) 3400 3400 1200 1. FURNISH ROOF CURB FOR INSTALLAUON. 2. FURNISH UNIT WITH ECONOMIZER DAMPER. 3. RUN CONDENSATE UNE TO NEAREST ROOF DRAIN VERIFY LOCATION. 4. PROVIDE W/ POWER EXHAUST. 5. PROVIDE W/ CONVENIENCE OUTLET FIELD WO. HVAC NATIONAL ACCOUNT CONTACT INFORMATION. NOTE: NATIONAL ACCOUNT MANAGER LENNOX INDUSTRIES ONO FRISSORA GIIO.FRISSORAD ENNOXNTLCOM 401 723 -3560 PHONE 401 723 -3788 FAX NATIONAL ACCOUNT SALES ADMINISTRATOR LENNOX INDUSTRIES MONNIE MORROW MONNIEMORROWRENNO/OND.COM 972 -497 -5086 PHONE 972 - 497 -5112 FAX • OUTSIDE (UM) MIN. 520 520 520 520 • EXTERNAL S.P. IN (WC) 0.5 0.5 0.5 0.5 0.7 MOTOR H.P. 2.0 2.0 2.0 2.0 0.75 COOLING CAPACITY MBH/TON 104 104 104 104 EER /SEER 11.2 11.2 11.2 11.2 NG INPUT(M8H) 130 130 130 130 151.2 HEATING CAPACITY OUTPUT 104 104 104 104 ENERGY CODE NOTES: • 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE 2) HVAC EQUIPMENT SHALL MEET THE MINMUM ENERGY EFFICIENCY RATINGS PER TABLE 14 -1. 14 -2 AND 14-3 OF THE WASHINGTON STATE ENERGY CODE. 3) DUCT INSULATION AND SEALING SHALL MEET CHAPTER 14 SECTION 1414 REQUIREMENTS. 4) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. 5) SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES SHALL BE INSULATED TO MAIN. R -4. 6) PIPING INSULATION SHALL MEET THE REQUIREMENTS OF WASHINGTON STATE ENERGY CODE TABLE 14 -6. 7) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC. 8) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 9) CONTRACTOR SHALL SUMMIT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER Y EC. ROOFTOP UNIT SCHEDULE ELEC. KW 9.0 9.0 9.0 9.0 DRY BULB' WET BULB ENTERING AIR DEGREES F 80 67 80 80 80 6. PROVIDE WITH NON - FUSIBLE DISCONNECT SWITCH 7. PURCHASE FROM NATIONAL ACCOUNT. SEE CONTACTS THIS SHEET. 67 67 67 AMBIENT MR (DEG F) 95 95 95 95 • FILTER TYPE MERV 11 ((4)18x24x2) MERV 11 ((4)18x24x2) MERV 11 ((4)18x24x2) MERV 11 ((4)18x24x2) •1 ' R.A. GRILLE TO HAVE REMOVABLE CORE FOR CLEANING WITH SQUARE TO ROUND DUCT ADAPTER. ' ;'' EXHAUST GRILLE 1MTH 06D DAMPER Sc ROUND NECK. HEATING STAGE(S) 2 2 2 2 ST�NG 1 1 1 1 T -STAT TYPE ELECTRO -MECH ELEC1RO -MECH ELECTRO -MECH ELECTRO -MECH VOLTS 208 208 208 208 115 HZ 60 60 60 60 M 46/60 46/60 46/60 46/60 OPERATING WET 1355 1355 1355 1355 350 NOTES 1,2.3.4.5,6,7 1,2,3,4,5,6.7 1,2.3,4.5,6.7 1,2,3,4.5.6.7 SEE 114.1 NOTE TO DESIGNER: SIZE OF ROOFTOP UNITS PER PANERA BREAD PROTOTYPE REQUIREMENT FOR THE PROJECT. • ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLE 14 -1. 14 -2 AND 14-3 OF THE WASHINGTON STATE ENERGY CODE. 3) DUCT INSULATION AND SEALING SHALL MEET CHAPTER 14 SECTON 1414 REQUIREMENTS. 4) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. 5) SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES SHALL BE INSULATED TO MIN. R -4. UNCONDITIONED SPACE SHALL BE R -8. 6) PIPING INSULATION SHALL MEET THE REQUIREMENTS OF WASHINGTON STATE ENERGY CODE TABLE 14 -6. 7) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC. 8) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.11 PER WSEC. 9) CONTRACTOR SHALL SUBMITT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER WSEC. poi 12/__ • BAKERY CAFE: I # 12 1 5 SYSTEM: 024.22 PR UPOA 0 ti; Ct6 mow i MMIM MEMO WV = i t i.1- o U.< El 1 THIS DOCUMENT IS' RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NUMBER: A06 -506 A8OSSEIN PROJECT =27020 DESIGNED BY. DB. SH. GNG CHECKED BY AVA 1 SHEET NO: M -3.1 HVAC Schedules and SriI•cl Legend r at IAN 11•TIOIOL/ 001110 OM SUPPLY FAN 9 TAG 0111 SP. Ohl NR • VOLT RA RWO i 0010 TTM CCM SP. 11121 N►. • RA 1 I 11.131122 MORA 0 -1 I 110 I -LO 046 SS I f n3 I I I I I INOTLT I r at "IV Took runt mat sat 7FJP. Gas sir 114! ISM Met VAT IMAM TIP[ 1 V 1!120 I0 r s F DAB letatwf FM , - 4 '= RISUoce aN SP. 1 ISM 0 1 IS DAINAM IR s V4 I U• e 0 [ 0 3F4 M , - 4 '= RISUoce aN SP. 1 ISM fait © ® MN NMI NMI ENE rm NMOL t E1 A•I,%AI0B Ht1 M I STANDARD RACK OVEN WITH MUA - HOOD /OVEN PLAN VIEW ADAMATIC OVEN 4' MA Ee6TVORK VT ODOR ,l GMU 301 ST 0031 21UL aka Ductwork Taerw oven 142 PM eau rXVTO1STRl- (nneAL Cr b 14/6112 ANGLE CAPTIVE -AIRE HOOD PICYTKII .11-0Mf rot LOA$ FRONT gM611G MLR 000121 J-110X NOR tEDnS--J • V NA D 11/01[ 1T OTOS -. al EAU 9114 STARLESS 1TUL oe 3 -I-- col ®r- SD st. N - OI61Tflll. G11 7815 ad Georgetown Road RE/1CM. le 20914 PTOE. uses 0090. SODt3OO 06 -1676 FAX. 000 106 -1796 Stir 4r 11.0 1ordr WPM 1113, Perforated Supply ptenun W tang NOTE HOOD EXHAUSTFAV Q CURB ARE SU1PPLIED8Y NAVAHO DUCTWORK IS SUPPLIED MO INSTALLED BY CONTRACTOR JOB DAYS 12 ODD. INK 1 STANDARD s RACK OVEN WITH MUA - HOOD INFORMATION YA M .DADA r vs' x 2St' vim mini Standard Panora Rack with MA RedkAven. 1_0_1 1 DRAWN IT IPP SCE/ NIT TO SCALE! HOOD m 0101ATION TAME ILL 3624 V14A IlDOT11 IT NA1C 1Or: IN MIL A! 081ODOnR Omen teat a NUL CaLtni UDR APRs ems QR. asv 112111 Tom 100 - 01P. ON iN1E BOO CTnl TUX /0 ea OD INX se TYPE 11 HEAT REMOVAL HOOD - NO FIR SYSTEM REQUIRED IT1Q OI>E'STIdK_ 1 A13111 ,.mc 7115 ad Georgetown Road BETIcsM, Is 29844 PIOEi [808! 988-0884 (307 106-1676 FA1. OW 906 -1796 STANDARD RACK OVEN WITH MUA - HEATER INFORMATION Al -D 250 -610 NC NA. I uc:E mow r*,&tT inn ac1s4AF.saac QS• A3044 Tt 41C F.VTAStSEWCO dT.:R MC rat" s SunPLED ale 93 D. ci A:RaC. M 1 I 1:011121DLi 1111 CM111 -Ater Gaergetoon �IESIA. i Road I R 0 040 COD 91111 - 8184 CND 9116 -16796 FAX. OW 90.-1793 I %. ,- f Fa••: .. it c1'•: Off -lam is e• IC,Y,-%. 4 . %5 - CC- ;'v: Cat - .1:4 . .> Ste -t fr av- A ?- .. :' f. CO; • CA ':a i Sw es,,S.- r 11A STTAIMISS NU L STEEL • 0 . � a a— _ i JOB 431E DOWN DISCHARGE DIRECT FIRED HEATED MAKE UP AIR WITH SLOPED FILTER INTAKE 1 80 74 7i% s 44 snG 1N-1 $ H M �} n 1/2 r -1 11 Br 1 ! s F -_7 11113 O 3A IN I 6 9 114 BI 1 1 1 rffa 0 3 0 0 2 14-1.--J 1 r $ ois nuluJ WILL Qp0G MOM O aLL 1002106 rat N10R me Oven E9e e0E1 sIB0.047 11Sevea W Ott • X6 BI 111 2 at M IOW BPOri a• SWUM 1101 aunt BBO®1 SE?,= = 1TO+ I 1.0.fz Amu • i vaLvE Access eta 1 1 • • 7 UM ►t _ L�✓ 1 4N NO OS - �1 ���y Bf 7661 >• iLfG >K aDe N Ol r IFI 1T Q Ae 1— 71 lie-1 NOP TRAY Mar r $TA t BPOI RV 1 Feu. Pe e[Tle CUTTER M INTic SAN viz - ACA' 11ESI 96 - VHL affec Rcpt rncu= L r - 1 \/7>taL6211le (2) 3 X r Z 2S6' 111 0A 304 93 ANGLE 3 MUM PREPUNBcO PER DRANDIC DAYS DBO Radk-DDan. : 1 • • I' aI i• - • •••4 -.s •, CM ,.- .s••,Of •- 1C— BTat I"- .7i 715 - -. T i .' M Si s : • MECHANICAL CONTRACTOR IS RESPONSIBLE FOR STARTING UP THE MAKE -UP AIR UNIT PER THE INSTRUCTIONS IN THE OWNERS MANUAL 1 JRB IOCATINI DAIS 0 - 4=9.7 DIG 1 Ro DAD: 85•mp/a $taMerd Aura Reek DANA MM JIB 1 Mum sal twat Meat Maaat DRAWN IT H*P sow tar t8 SO4.11 Standard P111rtrs two ow scat NOW BY NPp 3011 101 El STANDARD RACK OVEN WITH MUA - HOOD /OVEN SECTION VIEW k NETTUL .., NSF 7 to 600 SN VIAMOT ST[R am �. 1101 _ Ay wawa 4df.. •1 s. h. •(.. FAY MIAMI INCT OM, OIr1 WvU111t. O DAB SOIL ADAMATIC OVEN 9IUIL'HHN VIR EO' NODB1. 9624 -VIA » IRAT SG0'- ■I�IL! tan OPEN ITAPi(tt$ MTh to [L soar wiaraoor 140MOa0DR Lour Milattat ORRR COROITATt Mif L CAPTIVE-AIRE HOOD — Ala UM >t YRO M aR•.a• Yet• •614,134•11111141M — s aoa w MY MOB a I NOTE H000 ARE SfrisL(DIY AOk&WICANO INSTALLED IYCONMACTOR out/Auk as SaPPLtOM0407ALtEo Or CONTRACTOR NOTE: EXHAUST FAN IS SIZED FORA MAXIMUM OF (3)90 DEGREE RADIOUS ELBOWS AND 25 FT OF STRAIGHT DUCTWORK( PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS. 7915 ad Goarottoan Road BETHESDA, 10 20E4 DOC• ONO OM 106-1676 FAX► CND 966 -1716 A a a —_R isms = __ JOB Standard Puree Rode with MM LOCATION DAM 12 1 JOB I DAM 12 I JOB I DID. 1 Rack.0te .. DRAWN BY off RAM 95/92/0 SCALE rat TO 95/02/0 1 SCALE 101 10 SCALI STANDARD RACK OVEN WITH MUA - EXHAUST FAN INFORMATION PAN DWDRYAIION NOTE VARIABLE SPEED CONTROL 1S INSTALLED INSIDE FAN AIR MOO prA 5E16E5 kR�.LAjT IAUST PAN {y[ VIWATLt PUP . V 1111911 UM/ • TANIMI MEL - LL at IN >s ANxAR AIt♦tOw • 111310 001420 141010013011 - 1UT NSW - SPUR 001111L 111000 Men es2 - OEM Dm= CLAM1 1wso r mI1MOdY Vial MVO Alt AT Off/ 40890 UM ALL ,All IIMR M X VO 114010L 00611100 ale VLnOIe am labiginagE v3£ AIIMOI Man 0110104 R --1 Nat 00611116 MINIS RIM WON AT0Dr cum fitA IMO 01 TO — I CO rs NIWOS woos >K row lL+msist Nom 0 an woo 1 AN OMR MOM tlwT leer C/ka - MOM OEM OP AVABAat - I.Nole.. Nd1AA1E. Oft WOW TOON DM= 00 Ot0011 A. IAN Of MOO mas0et 0 01e.0T raw sSOdsltGA.. O.TA NOTE: DOIAUST FAN IS SUED FORA MAXIMUM OF (3) 90 DEGREE RADIOUS ELBOWS AND 25 FT OF STRAIGHT DUCTWORK PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS ria• otEST1SLC. t �Piyr 79iS Georg/to DOE. ODD 999 -091, COD 1116-1676 FAX. CLOD 9116 -1796 evAp T01 Sw= s 1 For tectildeel questions. CsI CAPTIVE -A0X 7815 Georgetaan Road ETICSDA. MD 2014 P101• EBOeD 91111-/eel FAX. OW 9116 -1796 O1ns 1114J4 RATA venal Oat AIL ®SIM r C011106111 F AaMM IOW wood nomad coo a►b AK amILAKIL moo 100 O MOT MO MOD Mt NIas >t . PE - soca E)1MUIfrFAV atmeAPf SttREDSr Arstrunc svo tsrAu(OHYCO micrOR MX mom( SWF EDA{oINSTA LOOIYCONTRACTOR Standard Panora Rack .sew MM 1 - 4 - 97 JOB 1 scm Rack Otan- Mal BY /PP enure Sr:ATZ TOT 111 STANDARD RACK OVEN WITH MUA - HEATER INFORMATION PAN mitmunsom FM BUST N. 1 ORINST 011 feeRT ON rat lest Km. • TAG um TAG 1 Mg ens ORINST 0•1 i I " I ' I ' I °' i " l = 1 = 1 AMA00 f t aros • VOLT ILA 1!0 Mr NM MI 1 10 NIA TRUED VAB71 -TIP Miit ' 1ID1 1 m e>,.. cat IISIPV wears. a aBa'N ana atee NOTE: HOOD, EXHAUST FAN& CURB ARE SUPPLIED BY ADAMATIC AND INSTALLED BY CONTRACTOR. DUCTWORK IS SUPPLIED AND INSTALLED BY CONTRACTOR MECHANICAL CONTRACTOR IS RESPONSIBLE FOR STARTING UP THE MAKE -UP AIR UNIT PER THE INSTRUCTIONS IN THE OWNERS MANUAL 713 ad Georgetown Raw. aim Rags CND DA O - 1676 FAST SOD 111E -1796 r Sumer.IAwOrs Seem wow semi wcalisw 11:11 St-4-97 B WO / lbag_I dU raft EOEPar Br les arc OMAR; SCALD KB 10 arc emus I_Scars immui • STANDARD RACK OVEN WITH MUA - FAN DUCT WORK CONNECTION NOTE EXHAUST FAN IS SIZED FORA MAXIMUM OF (3) 90 DEGREE RADIOUS ELBOWS AND 25 FT OF STRAIGHT DUCTWORK PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS. 2-b Y 2-tf s s NOTE HOOD. EXHAUST FAN 6 CURB ARE SUPPLIED BY ADAMATIC AND INSTALLED BY CONTRACTOR DUCTWORK IS SUPPLED AND INSTALLED BY CONTRACTOR 7110 Gaargeteen KIICSM, 0 4o. 0010 c ooa 1110-4019, r w -1676 FAX. 070E 166 -196 A L. Pi a i I= _ - JOB Standard Punta Reek DANA MM LOCATION DAY! Rackilvee. I DRAWN BY iOP 11RY. omens SCUS ICT TO omens 1 SCALE 101 To SCML STANDARD RACK L DVEN WITH MUA a STATIC PRESSURE MEASUREMENT S 6, 7. IV OA CO MO O BRLWOIOCI D RILL A 1/4' 761E DI TIE 1r DIA. EXHAUST DUCT. TIC 10LE SWILL BE L OCATED 3• 10 12' AIOVE TIE IEDDL CONSULT CAPTIVE -AIRE IF 1r DIA. DUCT 1S NOT *STALLED co.ECT TIE HOSE AND TUBE TO Ti E AIR NETER DISERT TIE TIRE INTO TIE 1/4• IRE NNE SURE THE AIR IETER IS VERTICAL, DEN READ THE STATIC PRESSURE ON THE GI: W TIC STATIC PRESSURE IS Nd1E TIM 009', TIEN PLACE TOUR FINGER OVER THE TOP OF TIC SEEM IRE CO TIE ICIER MK AT DC ATTADED CHART • RACK OVEN HOOD STATIC PRESSURE VS CFO' TO DETERMEE TIE CURRENT CFN F TEE CURRENT CFM R NOT VETIDN SZ OF THE DESIGN cFM, TIEN fit UP Et THE ROOF 10 THE EXHAUST FAN, TURN OFT TIE FOR NA ROME TIC COVER: THERE WILL IC A IDOII TO INCREASE OR DECREASE TIC CM TURN THE FAN RACK ON. IF THE STATIC PRESSURE IS IELOV THE DESIGN, THEN TURN TIC KNOB TO INCREASE TEE CIE W THE STATIC P RESSURE IS MOVE THE DESIGN THEN TURN THE MOD 10 DECREASE TIC REPEAT STEPS 4-6 19(1. F POSSIBLE ONE PERSON SHOULD BE ON TIE pRpO�OF ADJUSTING THE FAN VIOL( N OUER PERSON MEASURES THE STATIC RECOVER ON THE FAIN NO PATCH TIE 1/4• IRE TOP or woo\ A Am armas mum / /In LOCATION DAY! RSV • Standard Pharr Rack with MM JOB 1 WV 1 14dk-Ovsn- 111122101 DY SCALE f!P 10T TD STANDARD RACK OVEN WITH MUA RECOMMENDED ELECTRICAL CONNECTION ELECTRICAL COMPONENTS BY OTHERS SUPPLY FAN MIT POWER 120 VAC WEAKER Hot Fran Oven (Ternlna0114) Neutral Fran Oven fFron Mistral Strip) EM OES1111. C..1 telbe -A18E 7815 ad 6101T2twn Roved EMU% 10 20014 PIOE, ONO 999-49 0. COD 1116 -1676 FAX. OOD 9116 -1796 _ -- JOB Standard Titer* Ras* w1ti 11* LOCAVON DMZ 1R-4-97 1 10B DWG 1 RrdLanon. ' DI<ANN BY UP 0342/10 SCUJE DOT TO REV 103102/10 I ACME DOT TO SEAL( • BAKERY CAFE: #1215 SYSTEM: G2 (WARM) PROTOTYPE UPOA E 2006 o' _ V THIS DOCUMENT IS` RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES ISSUE QUITE: 2 -16-07 PROJECT NUMBER A06-506 ABOSSEIY PROJECT- >a27020 DESIGNED BY. DB_ SH. GNG CI4ECKED BY AVA SHEET NO: M -4.1 Hvac Details te, PA sac I i • I if#b Mary v : Mitt • 2131111314 VVLL.i Dil iFA ERIES UP91ASr EXHAUST FANS jUL762I V D1L#WA DIRECT ,RIVE CENTRWIIGII. UP -ILAST E10Mw$T FANS DOIDISIG4M. DATA FAN NODE, OPTIONS OEM IDi MOO FAH P1TORD ORD D QLATE/ ORD DuCTVORC IETVEEN EXHAUST RISER Di MD AID FAA LIT OTHERS, NT V I C f R RO v<tl�iT LI 1I210L/wA E6 3w 29 7/0 11/2 21 21 1/2 13 1/4 17 3/2 DISHWASHER HOOD FEAruRES - ROr NKNTED EARS - RESTAIRANT IOIEL - V*IARX SPEED CORM - MEWL vast - vWATIERPRON' DISCOICCT - MEWL OvERLOA$ PROIECTIDI 4SINGLE PiY1TD - N1GN TEAT OPERATION 309F 41491:3 - GREASE CLASSWICATORI TESTING Cat 1U T OPERATE CDNTDROISIY VT•LE E10MUSTDP AIR AT 300T a4rt, HAIL ALL FAN PARTS HAVE REACTED TI[RMAL EOUD:ORIIN, AND VIII O R Nit DEMO :RAM EFFECTS TO THE I A vieoi VQLD CAM HIRAFE OPERATIOL EIOM F AN IIIST ERATE CONIDRlOuSu HALE EIONUSTO G UMW GREASE VAPORS AT 600V 016'0 FOR A PERK! Or 13 MUSES VITHOIT DE FAN lECRIDG INMCED TO NW EMTENT THAT COLD ASE NI RANT COOIIK>H 3s PITCHED ORBS ARE AVAILABLE FOR PITOED MRS. OIRS DDENSIOML DATA FNI D C DU'SOLI WA 19 1/2 20 S � P y E � C , � F , Y ! �P1TON 12 MOM 7112 P1101 • 30' SLOPE 3W s .mist IN_ OMAR 7 NOTE NO00EOOTASr FAY &CMS ARE SeOW&TOY ADANAhCANDINSfKtE08vCOMRACrOR DUCrnv is SURLEDA' iS YALLED By CONTRACTOR 7133 -A QT �(i,��uT NI RDND MIND ( !I6 tat 6 909-01I1 nub COD 906 -1793 - ail - -- //V 109 PANERA STANDARD - DISHVASHER HOOD LOCATION DATE 08/09/2002 DEG I DISHWASHER RBY. 05/02/05 JOB / DRAIN BY IIPP XALE 8S• x II' NOTE: HOOD, EXHAUST FAN & CURB ARE SUPPLIED BY ADAMATIC AND INSTALLED BY CONTRACTOR DUCTWORK IS SUPPLIED AND INSTALLED BY CONTRACTOR. of14-- ft Hood a fluor -I DISHWASHER HOOD IOOI i/r •sew PLAN VIEW - 4' 0.00' LONG 36244VH1 -6 &M OM HEM FILTER GILL PERDETER anTER DRAIN EaNloa IY Wien /EmRIIST RISER `AKi.Elc7 PT 1 t.) 21 78 ESCITow yISI - MobEt. s ets - vim, FIR OLESTIONS. GAIL CAPTIVE -AIRE 7015-A O.• 6E 1b3E10IIw ROAD PTOEr t3legit 900-6001 FAX. MO 906-1793 JOB PANERA STANDARD - DISHWASHER HOOD LOCATION DATE 08/09/2002 JOB [ DIG / DISHWASHER I DRAIN BY HIPP REV. 06/02/06 SCALE 95' x 11' HOOD INFORIUTION I MOREL 3624 vNe-6 COMET FLOM 1DKRiiTH r 01103,4 W MAIL Em016 TEMP- 300 0.5111311 • Ste'PLY PLOW • MOB CDE11UE7TOe Sot SS NOS NOq COFORRATION 00 10 a DO H� I INFORMATION 2 a #LSf -i • NM= it .� II #�12 , 74 li "i • •T "' . Avitw IUSI► PAN INFORMAIION FAN us' HQ I FAN lIST I131EL I Du?o0'A 13011 ST FAN KM 1116 an I y RPM MP. • 1IOLT ILA IUDIliA I 000 -1a' R5I 190/ I ITS GS SUP1LY FAN ELovERI lOuS96 TA6 all St 1 RPM I _1 170E037 12' EI dCSTIDaS_ CALL 7013.0 CAPINS -ATIE Hots O SW MINIM OA MD 906470 TYPE DISHWASHER HOOD = UTILITY CAST ETC D 1 101 c:0 E .ss:,3 FAX I C+s SPE S.VA. C3 445t• va'C iii'N '.LEEE•w1 =s_rJ? O+XTAC ►7S S'3bE.:: 4LE:50CCt Ja.'c i JOB PAHtRA STANDARD - DISHWASHER HMO LOCATION pus 08/09/2032 JOB if DEG I DISTfVASTER ADEN BY DPP REV 05/02/05 SCALE 85' x 11' LIZ • • BAKERY CAFE: #1215 SYSTEM: G2 (WARM) PROTOTYPE UPOA X0606 o 'v Z WV =ILL ~ W= C gid U.< THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW, IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING. OR PERMIT PURPOSES ISSUE DATE: 2 - 16 - 07 PROJECT NUMBER: A06 -506 ABOSSEIN PROJECT $27020 DESIGNED BY: DB. SH. CAG CI ECKEO BY AVA SHEET NO: M-4.2 HVAC Wass [1 II REVISED PER CITY COMMENTS ?/ ? ?/03 II CM. -16N PPE LENGTH 15 M©90 1 [1 g CM. -16N PPE LENGTH 15 M©90 3/4' PROPANE © • • U I NATURAL © • U • [ •2.' A■ x ■■ NM NATURAL N X X ■ I IaI)4I x •=._ ■■ T NATURAL ■ U ■ • HVAC SPECIFICATIONS 8 � INDICATE MANUFACTURERS* IMNIMUM NAMES UTTY QOCU T SPECIFICATION STTUTION MAY BE MADE TO THOSE SPECIFIED NF DEEMED EQUIVALENT BY THE OWNER'S REPRESENTATW . ALL WORK AND PRODUCTS SHALL MEET THE REQUIREMENTS OF THE OWNER AND GOVERNING CODES. 1. AU. WORK SHALL BE PERFORMED N CONFORMANCE WITH ALL APPLICABLE CODES AND THE MEWS MINIMUM REQUIREMENTS AS STATED HEREIN OR OTHERWISE INDICATED BY THE OWNER. 2. SEE ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS. ALL CONDITION REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. 3` ALL WORK SHAD. BE PERFORMED AS INDICATED ON DRAWINGS UNLESS FIELD CONDITIONS REQUIRE MINOR CHANGES BE MADE. MINOR CHANCES SHALL BE MADE WITH NO ADDITIONAL COST. 4. AU. WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK BY THE OWNER. 5. CONTRACTOR SHALL PREPARE AND SUBMIT AS -BUILT DRAWINGS TO THE OWNER IF REQUESTED. AS -BUILT DRAWINGS SHALL INDICATE THE ACTUAL MANUFACTURER OF THE EQUIPMENT THAT WAS INSTALLED. THE EXACT LOCATION OF THE EQUIPMENT AND PERTINENT CAPACITIES FOR HEATING. COOUNG. ETC. 6. EQUIPMENT. FIXTURES. AND ACCESSORIES SHALL NOT BE SUP- PORTED FROM CEILING. SOFFIT, NEUTRAL PIERS. PIPING. DUCT- WORK. METAL ROOF DECK, LATERAL BRACING. BRIDGING OR CONDUIT. ITEMS SHALL ONLY BE SUPPORTED FROM STRUCTURE WWII HAS BEEN APPROVED BY THE ARCHITECT FOR SUPPORT. 7. ALL ROOF WORK PENETRATIONS AND REPAIRS SHALL BE TOTALLY PERFORMED BY ONLY THOSE ROOFING CONTRACTORS APPROVED BY THE OWNER/LANDLORD. 8. INSTALLATION OF ROOF MOUNTED EQUIPMENT SHALL BE COOR- DINATED WITH THE GENERAL CONTRACTOR AND OTHER TRADES. 9. DEFICENCES AND NON- CONFORMING ITEMS SHALL BE CORRECTED BY THE CONTRACTOR. FAILURE TO CORRECT SUCH ITEMS SHALL PERMIT THE LANDLORD TO CORRECT SAME AT A COST TO THE CONTRACTOR. 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS AND PAYING FOR SAME. HE SHALL INCLUDE N HIS BID CHARGES FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT LIMITED TO LOCAL, COUNTY. OR STATE SERVICE CHARGES AND PERMIT FEES. AND UTIUTY AND/OR EQUIPMENT CHARGES. 11. THE SCOPE OF WORK OF THIS CONTRACT INCLUDES. BUT SHALL NOT BE LIMITED TO: PROVIDE AND INSTALL ALL EQUIPMENT. APPLIANCES. CON- TROL DEVICES. ACCESSORIES. MATERIAL AND LABOR. PROVIDE AND INSTALL ALL DUCTWORK. INSULATION. AIR DEVICES. DUCT ACCESSORIES, MATERIAL AND LABOR. PROVIDE AND INSTALL AU. PIPING, FITTINGS, VALVES. IN- SULATION. ACCESSORIES. MATERIAL AND LABOR. PROVIDE AND INSTALL EXHAUST SYSTEM(S) INDICATED. PROVIDE AND INSTALL ALL ROOF WORK. INCLUDING EQUIP- MENT SUPPORTS, ROOF PENETRATIONS. PATCHING AND WATERPROOFING OF ROOF. PROVIDE ALL EQUIPMENT SUPPORTS AND HANGERS INCLUD- ING ANY AUXILIARY STEEL REQUIRED. ANY STRUCTURAL MOD- IFICATION TO THE BUILDING STRUCTURE SHALL BE MADE ONLY WTH THE WRITTEN APPROVAL OF THE LANDLORD. CLEAN. TEST AND PUT INTO SERVICE ALL SYSTEMS SPECIFIED. PROVIDE A BALANCE REPORT PREPARED BY AN INDEPENDENT AABC OR HEBB CERTIFIED AIR BALANCE CONTRACTOR. WARRANTY AU. WORK AND MATERIALS HEREIN SPECIFIED FOR A PERIOD OF NOT LESS THAN ONE YEAR 12. MATERIALS 12.1 ALL MATERIALS SHALL BE NEW AND OF RECOGNIZED COM- MERCIAL QUAUTY_ USED MATERIALS WILL NOT BE PERMITTED. 12.2 DUCTWORK SHALL BE GALVANIZED SHEET METAL. FABRICATED AND IN- STALLED N STRICT ACCORDANCE WTH THE LATEST EDITION OF SMACNA - 'HVAC DUCT CONSTRUCTION STANDARDS. METAL AND FLEXIBLE'. DUCTWORK 18' WIDTH AND LARGER SHALL BE CROSS - BROKEN OR RIBBED AND STIFFENED SO THAT IT WILL NOT 'BREATHE'. RATTLE. VIBRATE OR SAG. FIBERGLASS DUCTWORK WLL ONLY BE PERMITTED WITH THE APPROVAL OF THE OWNER. ARCHITECT. AND ENGINEER. 12.3 FLEXIBLE DUCTWORK: SMALL HAVE AN IMPERVIOUS INNER CORE MATH WIRE REIN- FORCEMENT. THE INNER DUCT SHALL BE COVERED W TH 1.5' THICK INTERCLASS DUCT INSULATION WITH A POLY- ETHYLENE VAPOR -PROOF JACKET FLEXIBLE DUCT SHALL BE UL -181 LISTED. CLASS 1. AND SHALL MEET AU. APPUCABLE CODES AND THE REQUIREMENTS OF DIE LANDLORD_ FITTINGS TO CONNECT THE FLEX DUCT TO THE TRUNK DUCT SHALL BE OF THE 45 LEAD-1N TYPE PER THE LATEST OF SMACNA STANDARDS AND SHALL HAVE AN OPPOSED BLADE VOLUME DAMPER, SQUARE -TO -ROUND TRANSITION AND SHALL HAVE THE SANE FREE AREA AS THE SPECIFIED FT.Ex DUCT. FLEX DUCT SHALL BE THE PRODUCT OF AN ESTABUSIND MANUFACTURER OF SUCH PRODUCTS AND EQUIVALENT TO CERTANTEED MODEL G-25. VAREMOLD WGC. OR PPG GDSSFT.EX. 124 DUCT INSULATION ALL SUPPLY AND RETURN AIR DUCTWORK (EXCEPT FLEXIBLE DUCTS) SHALL BE INSULATED EXTERNALLY UNLESS SPEC FTCALLY NOTED OltERWASE ON THE DRAWINGS EXTER- NAL DUCT INSULATION (DUCT WRAP) SHALL BE 1.5' iliac FIBERGLASS DUCT 11RAP WITH VINYL OR FSK FACING. DUCT WRAP SHALL HAVE A K- FACTOR OF .28 AT 75F MEAN AND A DENSITY OF _75 LB. /C.F. ALL DUCT INSULATION 9HALi BE IL LABELED FOR FIRE AND SMOKE RATINGS. DUCT INSULATION SHALL BE EQUAL TO PRODUCTS MANUFAC- TURED BY CERTAINTEED IUD SHALL BE ■ INSTALLED RI STRICT ACCORDANCE WIN THE MANUFACTURERS RECOMMENDATIONS NOTE ALL RESTAURANT DUCTWORK SHALL BE EXTERNALLY NSUT - NO INTERNAL INSULATION ALLOWED 125 PPM AND FITiWIGS CONDONSATE DRAIN PPP G SHALL BE TYPE L COPPER WITH SOLDERED JOINTS AND WHROUGHT COPPER FITTINGS. 13 ECUP%ENT HvAC EQUIPMENT SHALL BE AS SCHEDULED ON THE ORAWANGS AND/OR SPE!'TFIED HEREIN. EQUIVALENT EQUIPMENT AND/OR CDIPOMQNTS THEREOF MAY BE 9UBSATUTED FOR SPECiNED EQUIPMENT ONLY AS APPROVED BY THE OWNER AND/OR THE PROJECT ONOHEER 14 EOECiIi1ON 14.1 GENERAL ACCESSI NUTY - ALL EQUIPMENT SHALL BE INSTALLED N 9/01 A MINDER THAT ALL CCIION IT'S REQUIRING ACC- ESS ME LOCATED MD MIMED MAT THEY MAY SE SER- VICED, RESET, REPLACED. OR RECALNIRATED. ETC, BY SER- VICE PEOPLE WRlN NORMAL SOME TOOLS AND EQUIPMENT. WI ILK BY OTTER TRACES - FOR DC WORK REQUIRED BY OTHER TRADES FOR CHANGES MADE BY TM CONTRACTOR N resT OR 97E OF EQUIPMENT PURQIASED. ANY CUXTMIGI, PATCHING,. FUR524C, PALMAA, ELECTRICAL OR PALLING NOW 94*11 SE DOME SY THE AFFECTED TRADE AT THIS CONTRACTOR'S MONSE_ 15. 16. WORK NOT INCLUDED - POWER WIRING, INCLUDING FINAL CONNECTIONS IS BY THE ELECTRICAL CONTRACTOR. THE FURNISH THE STARTING EQUIPMENT TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION. CONTROL WIRING. INCLUD- ING 115V FROM POWER SOURCE, CONDUIT AND SWITCHES SHALL BE FURNISHED BY THE MECIINCAL CONTRACTOR. CONTROL DEICES. THERMOSTATS. INTERLOCKS. ETC. SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR. WIRING DIAGRAMS AND INSTALLATION INSTRUCTIONS SHALL BE FURNISHED TO THE OWNER UPON PROJECT COMPLETION. EARLY START -UP - THIS CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL EQUIPMENT IS CONNECTED WITH ELECTRICAL POWER AS EARLY AS POSSIBLE SO THAT BALANCING AND TESTING CAN BEGIN AT THE EARLIEST DATE AVAILABLE. CLEANING AND PAINTING - THOROUGHLY CLEAN ALL EQUIP- MENT AND REMOVE ALL TRASH. CARTONS. ETC.. FROM THE WORK AREA. WAKE ANY NECESSARY CORRECTIONS OR REPAIR/ REPLACE ANY DAMAGED MATERIALS OR EQUIPMENT. LEAVE THE ENTIRE LEASE SPACE IN A THOROUGHLY CLEAN AND ORDERLY MANNER. ANY FINISHED SURFACES THAT HAVE BEEN SCRATCHED OR DISCOLORED SHALL BE TOUCHED UP OR REPAINTED TO MATCH THE ORIGINAL COLOR. F ANY PART HAS BEEN BENT . BROKEN OR OTHERWISE DAMAGED. IT SHALL BE REPLACED PRIOR TO PROJECT CLOSEOUT. AU. METAL ITEMS INSIDE THE BUILDING SUBJECT TO RUSTING. AND ALL FERROUS METAL EXPOSED TO THE WEATHER SHALL BE GIVEN ONE COAT OF RUST PREVENTIVE PRIMER AS SOON AS INSTALLED. 14.2 EQUIPMENT INSTALLATION ALL EQUIPMENT AND RELATED PIPING. DUCTWORK. CONTROL WRING AND ACCESSORIES SHALL BE INSTALLED PARALLEL OR PERPENOLCULAR TO BUILDING LINES AND. IF INSTALLED WITHIN THE BUILDING ENVELOPE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE MAXIMUM AMOUNT OF HEADROOM. EQUIPMENT THAT REQUIRES ROUTINE MAINTEN- ANCE SUCH AS FILTER REPLACEMENT SHALL BE INSTALLED AND ARRANGED TO BE ACCESSIBLE. PROVIDE ACCESS PANEL(S) AS REQUIRED AND /OR AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. ALL EQUIPMENT SHALL BE INSTALLED WITH THE REQUIRED CLEARANCES AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER OR AS REQUIRED BY GOVERNING CODES. WHICHEVER IS GREATER 14.3 DUCTWORK LOW PRESSURE DUCTWORK AND FITTINGS SHALL BE MADE TIGHT FOR MINIMUM AIR LEAKAGE. DUCT TAPE SHALL NOT BE USED TO SEAL JOINTS. TO MAKE TRANSITIONS OR FOR ANY OTHER REASON ON THE OUTSIDE OF WRAPPED INSULATION. INSTALL DUCTWORK AS HIGH AS POSSIBLE. PROVIDE TURNING VANES AT ALL CHANGES IN DIRECTION. PROVIDE VANED TEES AT BRANCH CONNECTIONS SERVING SERVING MORE THAN ONE DIFFUSER PROVIDE VOLUME CONTROL DAMPERS AND BALANCING DE- VICES AS REQUIRED TO DISTRIBUTE THE AIR AND AS INDI- CATED ON THE DRAWINGS. NOTE DUCT DIMENSIONS INDICATED ON THE DRAWINGS ARE INSIDE CLEAR. OR 'FREE AREA DIMENSIONS. CONTRACTOR SHALT. MAKE ALLOWANCE FOR INTERNAL DUCT LINER (WHERE SPECIFIED) WHEN ORDERING PRE - FABRICATED DUCTWORK OR WHEN FABRICATING DUCTS IN THE FIELD. 14.4 FLEXIBLE DUCTWORK DUCTWORK SHALL BE LIMITED N LENGTH TO THAT NECESS- ARY TO MAKE CONNECTIONS BETWEEN TRUNK OR BRANCH DUCTS AND AIR DEVICES. FLEX DUCT LENGTH SHALL NOT EXCEED ALL FLEX DUCT SHALL BE FULLY STRETCHED OUT TO RE- DUCE AIR RESISTANCE. CONNECTIONS TO FITTINGS OR AIR DEVICES SHALL BE MADE WITH TWO (2) STAINLESS STEEL BANDS. THE INNER LINER SHALL BE CLAMPED TIGHT WITH THE FIRST BAND, THEN THE INSULATION AND VAPOR -PROOF JACKET PULLED TO BE TIGHT AGAINST THE DUCT FITTING OR AIR DEICE AND SECURED WTH THE SECOND BAND. INSTALLATION SHALL BE AS RE- COMMENDED BY THE DUCT MANUFACTURER AND SMACNA. SUPPORT THE FLEXIBLE DUCT WITH ADEQUATE HANGERS TO RELIEVE STRAIN ON ANY FITTING. UNNECESSARY BENDS, SAGS, TWISTS. ETC., WILL NOT BE ALLOWED. 14.5 DUCT INSULATION ALL DUCTWORK DESIGNATED TO RECEIVE DUCT LINER SHALL BE COMPLETELY COVERED WITH LINER. TRAVERSE JOINTS SHALL BE NEATLY BUTTED AND THERE SHALL BE NO INTER- RUPTIONS OR GAPS. DUCT LINER SHALL BE CUT AS REQUIRED TO ENSURE OVER- LAPPED AND COMPRESSED LONGITUDINAL CORNER JOINTS. FASTENERS SHALL START WITHIN 3 OF THE UPSTREAM TRAVERSE EDGES OF THE LINER AND 3' FROM THE LONG- ITUDINAL JOINTS AND SHALL BE SPACED AT A MAXIMUM OF 12 ac. AROUND THE PERNETER OF THE DUCT. ELSE- WHERE THEY SHALL BE SPACED AT A MAMMA, Cf 18' ac., EXCEPT THAT THEY SHALL BE PLACED NOT MORE THAN 6' FROM CORNER LONGITUDT BREAK. AL JOINT OF THE LINER OR 12' FROM A DUCT WRAP SHALL BE INSTALLED N A NEAT AND COMPE- TENT MANNER WITH ALL EDGES NEATLY COVERED WITH AN APPROVED METALLIC DUCT TAPE TO VAPOR -PROOF THE ENTIRE DUCT. LAPS AND JOINTS SHALL BE SECURED WITH TAPE. MuLATION STAPLES AND THEN COVERED WITH APPROVED 14.6 AIR DEVICES INSTALL ALL GRILLES AND DIFFUSERS TO BE FLUSH WITH THE PENETRATED SURFACE AND LEVEL OR STRAIGHT WITH WITH SURROUINDNG FUTURES. ALL C (LING MOUNTED AIR DEVICES SHALL BE LOCATED N THE CITING TILE INDICA- TED ON THE DRAWINGS. SUPPORT CEILING MOUNTED GRIL- LES AND DIFFUSERS AT THE PROPER HEIGHT TO HOLD R SMUG AGAINST THE CERNG INSTALL ROOF MOUNTED EQUIPMENT SUPPORT RATS OR ROOF CURB AS REQUIRED FOR THE JOB CONDITIONS AND AS RECOM- MOmED BY AE MANUFACTURER FOR THE NSTNIATION OF ROOF MOUNTED EQUIPT TENT. THE EXACT LOCATION OF ALL ROOF MOUSED EQUIPMENT IS SUBJECT TO SITE COHmIDONS AND TIE APPROVAL OF THE GENERAL CONTRACTOR. COORDINATE THE DORE INSTALLATION WITH THE GENERAL CONTRACTOR AND OTHER TRADES CONTRACTOR SHALL PROVIDE A TEMPORARY PLYWOOD 1113RK PLATFORM THAT COMPLETELY SURROUNDS S THE AREA WHERE NEW ROOF MOUNTED EQUIPMENT AND /OR DUCTS ARE TO BE INSTALLED_ DE ENTIRE WORK AREA SHALL RERAN ON THE ROOF DURING TIE ENTIRE PERMOO OF RSTALlATION AND SHALL BE REMOVED FROM THE ROOF AND THE STE BY THIS CONTRACTOR UPON COMPUETION OF TIE INSTALLATION. ALL ROOF PENETRATIONS FOR POWER AND MATRON *VIM CON- DUITS AND GASS, CONDENSATE. OR REFRIGERANT PPM SHALL BE MADE WITH WATERPROOF PPE SLEEVES. THIS CONTRACTOR SHALL ENGAGE THE SERVICES OF AN AMC OR NEEB CERTIFIED AR BALANCE CON TRACTOR TO ADJUST AND COMPLETELY BALANCE TIE *STALLED SYSTEM(S) TO TIC DESIGN AR QUANTITIES CONTRACTOR SHALL PROVIDE DIE OWNER AND DC ARCHITECT A COPY OF THE CERTIFIED AR BALANCE REPORT SNOWING DESIGN AND MEASURED AR QUANATESr STATIC PASS, FAN MOTOR RPM AND MOTOR CURRENT DEVIATION BETWEEN DESIGN AND MEASURED commits SHALL NOT BE GREATER THAW TOIL 17. Ali MATERIALS. EQUIPMENT AND INSTALLATION SNAIL BE GUARANTEED FOR A IlIRUM PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE 8Y THE a1.NFk DEFECTS Meat APPEAR DARING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. FOR THE SAME PERIOD, THIS CONTRACTOR SHALL BE RESPON- SIBLE FOR ANY DAMAGE CAUSED TO TIE PREMISES BY DEFECTS N HIS WORKMANSHIP OR WORK AID/OR EQUAMOIT'STALLED SY OTHERS RAIDER HIS CONTRACT. ROOF CEILING PIPE FINISHED FLOOR DROP-14 BACK DRAFT DAMPER • Co CONCENTRIC VENT KIT PVC PIPE WH PLAN CLEARANCE t / PVC PIPE SIZE PER MANUFACTURER'S RECOMMENDATIONS WATER HEATER CONCENTRIC VENT KNIT CONCENTRIC WATER HEATER VENT KIT DETAIL NO SCALE POWER ROOF EXHAUST INTAKE vs,/ I I�� SAFETY DISC. SW. BIRD SCREEN ALL AROUND INTERNAL VAiIRMNG POST ROOF - DUCT FLANGE FUMBLE CON. ROOF MOUNTED EXHAUST FAN DETAIL NO SCALE WEATHERPROOF DISCONNECT I f T SEAL PROVIDE TRAP T NEAREST 1 � ROOF WOKE DETECTORS (AS REQUIRED BY LOCAL CODE) 1 ROOFTOP UNIT SECTION NO SCALE 1' x 22 GAUGE BAND FLEXIBLE DUCT, SEE PLANS FOR SIZE. MAX. LENGTH W -0'. NOTE: FLEXIBLE DUCT AND CONNECTORS SHALL BE U.L 181 LISTED 6' 0 VAPOR/STEAM EXHAUST STAINLESS STEEL EXTENDS UP FROM ROOF A MIN. OF 3' -d'. IMO IN MINIMUM RADIUS EQUAL TO ONE DUCT DIAMETER 6 DIFFUSER INSTALLATION DETAIL NO SCALE [WHERE STANDARD HOOD IS ACCEPTABLE] FLEXIBLE CONNECTION REMOVEABLE AT PONT OF CONNECTION TO OVEN. NOTE: DUCT INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT GREATER THAN 25 AND A SMOKE DEVELOPED RATING OF NOT GREATER THAN 50. a. MEM WEAINER/NW PROOF CAP - 4 DECK OVEN ROOF CEILING fr/ -EDGE OF ROOF TOP UNIT FLASHNG EXIENO UNDER METAL TREATED WOOD NAILER PRE -FAB ROOF CURB FURNISHED WITH UMT CANT STRIP - TAPER i-- BUILT - -UP ROOFING v w v w r - 11/ - � AT ROOF CURB DETAIL NO SCALE /12 ME CEILING DIFFUSER SEE PLANS AND SCHEDULE. CONNECT FLEXIBLE DUCT TO COLLAR WITH 22 GAUGE CLAMP AND FOUR SHEET METAL SCREWS. SEAL WITH DUCT TAPE PROVIDE DIFFUSER WITH MOWED INSULATION BLANKET //^~ PARTITION DECK OVEN VENTILATION DETAIL NO SCALE • © SUPPLY CONDENSATE BAFFLE SET FLANGE N PLASTIC CEMENT SECURE TO ROOF AND CAULK WATERTIGHT AU. AROUND -- -��- -- ROOF CAP .�� BIRD SCREEN SEE ARCH. DWG. FOR ROOF CONSTRUCTION SEE PLAN FOR DUCT SIZE 3 ROOF CAP DETAIL NO SCALE KEYED NOTES (OVEN) ® WdTER - 1/2' NPT /40-75 PSI required HOT or COLD (hot water not to exceed 120 degrees F. 41' A.F.F., behind control door. Line dropped from ceding. G.0 to install in -line filter, shutoff, line stroner, disconnect and water pressure regulator set for 40 PSI in easily occessitle area. DRAIN - 1' NPT. 41' A.F.F. Front droin behind control door. Do not slope drain upwards. 40 GAS - 3/4' NPT. Firing rote - 400,000 BTU. Stotic Line pressure required 7' to 10' WCNG or 9' to 14' %%IP. Line dropped from ceding. 20' A.F.F. behind control door. Or leg do union to be instilled by G.C. 12' 01A / OONAUST v DUCT DRIP TRAY ROOF LIE MANUAL SHUT OFF VALVE 1/8' VPT PLUGGED TAPPING PRESSURE GAGE PORT oIREcnON OF ROW STRAIGHT PIPE TEE UNION PPE CAP ® ELECTRICAL- 208 /220V 60Hz/3 20 Amps -motor circuit 115V/60Hz/1 20 Amps- control circuit. Lines dropped from ceiling. 78' A.F.F. behind control door. © COMBUSTION FLUE - 8' diameter type B metdbestos. Oven supplied with draft inducer, barometric damper & proving snitch to be instilled by G.C. ® DAMPER FLUE - 4' diameter ducted to exhaust hood. ® OVER PRESSURE EXHAUST - 6' diameter ducted to exhoust hood. 09 CANOPY - 12' diameter. Single will up to exhoust fon on roof. 6' DIA. OVER PRESSURE EXHAUST DUCT. 1 /27FT. SLOPE TOWARD OWN AWAY FROM HOOD. (Miii. 2') I ��i I I 4 NA. DAMPER FLUE I I r II II win: SLOPE TOWARD H I OVEN(, AWAY FROM /1000' I (NO WRIER) SIDE NOTE ALL DUCT MATERIAL FROM HOOD TO OVEN SHALL BE 22 Go. 304 STAId.ESS STEEL AND 22 Go. HVAC (GALVANIZED) FROM H000 TO ROOF CURB CONNECTION. 0 GENERAL OVEN NOTES - G.C. shall furnish and Wall d services to and from wow -Al services most comply w71 d federal state and local codes. - Combustion lue must be Walled straiiist ar stxranty may voided Consult factory for &emote iiddo6EI1 arelliod,. - Top of oven re vs o INUIT am of 24' for senEice 000 y. -A lees Rest be vended to osiside of ba63ng ad Aid proof caps Walled -Help of al dues 'PPM be egad aid list lied d o minimum of r abwe roof fife. (i'.\ DUCT TAKEOFF DETAIL M 4 .3/ NO SCALE 0 0 CLEVAFLEX TYPE DSC DAMPER ----\ SPIN COLLAR. BRANCH DUCT, SEE PLANS FOR SIZE. CONNECT FLEXIBLE DUCT TO COLLAR WITH 22 GAUGE CLAMP AND FOUR SHEET METAL SCREWS. SEAL WITH DUCT TAPE ALL DUCT MATERIAL FOR HOOD TO OVEN SHALL BE 22 Co. 304 STAINLESS STEEL. AND 22 GA. HVAC (GALVANIZED) DUCTWORK FROM HOOD TO ROOF 0U1213 CONECT 0 I I LI 4 OVEN BELOW O O I I INDUCERy A DeAwc-4.A I I � OVEN PLAN 0 O li r - Nr DIA. COIIINUSTION FLUE 1400 CFM ROOF EXHAUST ROOF LANE 4'DIA DAMPER r D A OVER I EXHAUS L_I_ TOP OF OVEN II I MAIN DUCT AIR FLOW 4 96'x36 CAPTIVE AIDE FRONT DETAIL @ OVEN NO SCALE OVEN HOOD, EXHAUST FAN & MAKE -UP AIR UNIT PURCHASED FROM " ADAMATIC" BY OWNER AND INSTALLED BY CONTRACTOR LINE OF SOFFIT i • • • BAKERY CAFE: #1 SYSTEM G2 (WARM) PROTOTYPE UPDATE 2006 THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW, IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING, OR PERMIT PURPOSES ISSUE DATE: 2 -16.07 PROEM' NUMBER: A06 -506 ASOSSERN PROJECT. S27020 DESG*ED BY. OB. SINN_ ONG CHECKED BY AVA SHEET NO: M -4.3 HVAC Detests t 17200 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON SOUTHCENTER SQUARE WASTE ROUGH -IN SCHEDULE MARK RTEM DESCRIPTION ROUGH -N ROUQf -N LOCA*3N REMARKS Q MOP SINK (24'x24') 3' WASTE 0 FLOOR DIRECT CONHECTlON 12 3- COMPARTMENT SNK FLOOR SINK 0 FLOOR CONNECT 3 COMPARTMENTS NTH 2' WASTE AND EXTEND TO INDIRECT CONNECTION TO FLOOR SINK ® 2- COMPARTMENT SRN FLOOR SINK 0 FLOOR EXTEND 1-vr WASTE TO INDIRECT COMECTION TO FLOOR sea 18 DROP -IN MK 0 COFFEE STATION 2' WASTE 0 i8- AF.F. _ PROVE( DIRECT ® DROP-IN SRN 0 ESPRESSO S w / 61 CONi�ECTION21 WASTE S CT ® HAND SINK 2 WASTE 0 24' AFL DREC CONNECTION ® _SHARED 9/11811.26.81 i UNDERNEATH CONF TO FLO sox Et WOW A SH R D w/#54 O FLOOR T Ol C CONNECTION 1 tAr a MACHME 3' FLOOR ORAN RIMED * /.24C , O FLOOR MOED Ve CONDENSATE AND 3/$ GRAN TO ICRECT CONEC11ON TO FLOOR SN : ® ICE STORAGE 8N 0 FLOOR DODO r C**O FLOOR CT ® 0 V al. SIV D */ NEARBY OONECTiON OOR CT UPRIGHT OISFWA9ER SHAARED w/1218 0 BOOR EXTEND 1- WASTE FLOOR CT ® oat CLIP ER (DHf m FLOOR STARED tr 7A 0 FLOOR Ex1 2' WAS'( TO IN>tMECT E?D COMiCDCW TO FLOOR SNC FLOOR WAIN 3" 9IJIRED tr TO INDIRECT CO ORAN TO FLOOR DRAIN ® OWN 3FLOOR A IAA T EXTEND i' ORAN TO INDIRECT CONNECTION TO FLOOR ORAN ® SOOVICE ORPEafSER IA O FLOOR EXTEND 3I N TO�FLOOR SHIIC CI ESPRESSO NADINE (AUTO) SHEII FLOOR t/ NEARBY O(tE1 /8" CRAB! TO INDIRECT DON TO FLOOR SRI( O SOUP STATION l 3` FLOOR DRAIN • FLOOR EXTEND C TO T REAR C t tCTHON TO FLOCR DRAIN ® SOUP RETIERMALMZER 3' FLOOR ORAN a FLOOR MEND 1 -1 DRAIN TO INDIRECT CONiEC1ION TO FLOOR ORAN */FtMEL ® COOLER EVAPORATOR 3' FLOOR ORAN NEARBY EXTEND lit ORAN TO CT CONNECTION TO FLOOR ORAN C FRE9i DOUGH COOLER EVAPORATOR 3' FLOOR ORAN NEARBY O(tEND iir ORA I TO CT COWMEN 10 n ORANB� ® mum EVAPORATOR 3' FLOOR ORAN NEARBY CdIIECT1O li Fi00R DRAIN X CT INImi I SCHEDULE: ROUGH -IN SYMBOLS O NUMERICAL SYMBOL CORRESPONDS TO EQUIPMENT IDENTIFICATION NUMBER. SEE EQUIPMENT PLAN. SHEET A6. A O WATER CLOSET 4' WASTE OFFSET 10' FROM FACE OF FINISHED WALL BEIOIM FIXTURE. 1O ADA WATER CLOSET U 4' WASTE OFFSET 10' FROM FACE OF FINISHED WALL BEHIND FIXTURE. ADA WATER CLOSET © 4' WASTE OFFSET i0' FROM FACE OF FNISIED WALL BENND FIXTURE. © LAVATORY 2' WASTE AT 20 -1/8' AFL © 3 WASTE AT 14 -1/4' /l s ® 3' DIAMETER FLOOR DRAIN FLOOR SRN 0 3' DIAMETER MB DRAIN - SEE PLAN FOR STUB UP HEIGHT o WASTE CONNECTION - SEE PLAN FOR SUE AND HEIGHT NOTE REFER TO AROIIECIURAL FLOOR PLAN (SHEET Al) FOR ALL INTERIOR PAR111lON LOCATIONS, f m N a r • : I i ! .c -_ GYVE.: T l�.'�• "i }4 • 3 f4 **ROUT H-NS ARE BASED ON FIXTURE 9101W N SOEDUIE ON SHEET P4.2 CONTRACTOR TO VERIFY REWUREIENT$ FOR ANY SUBSTITUTION PRIOR TO NSTAlLA11OIL P2.1 . -: a : . . .. . .. . :f ....... : 4 . .. iI { 'ti ' ;, fi . i s :! , t •`' � t `E [ 11 E SCALE_ 1/4 = 1' -0 :i • r I. • r- .K..rffras�'.r.�:+• ._.: �r .•_v "a..�►ac�vi�:3- rt~ller4�.� 1 I r+ 11 1 tI l f' - I�i'l I .fj 'I, I.I • ' ll : 11' -4y' • _. - ••,lam _ . '1. 1i' -4}2 SANITARY PIPING ROUGH -IN PLAN 14' -'. 7; I 701- NORTH BAKERY CAFE: #1215 SYSTEM: G2 (WARM) PROTOTYPE UPDATE 200606 O Z 1 WV = W 1- Z tt THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES I SHEET NO: P2.1 SANITARY PIPING ROUGH -IN KAN OF 7 • ♦ I • • • DOMESTIC WATER ROUGH -IN SCHEDULE - MARK ITEM DESCRIPTION ROUGH-IN 61 ADA WATER CLOSET If 1 -1/2' CW SUPPLY AT 28 -3/4' A.F.F. AND OFFSET 4-3/4' FROM CENTER LINE OF FIXTURE. REMARKS CW FCW HR ROUGH -N LOCATION Q MOP SINK (24'IQ47 1/2' -- ( 0 36' A.F.F. FOR FAUCET FAUCET MODEL NUMBER 12 3-COMPARTMENT SINK (2)1/2 -- ( o14' AF.F: SEE FOR FAUCET MOOSL SHEET A6.1. ® 2-COMPARTMENT Sea -- 1v ; 1 • 14' A.F.F. SEE EQUIPMENT OR TMODEL A6.1. 18 DROP-1N SINK 0 COFFEE STATION 1/3" -- 1/2• 0 16' A.F.F. SEE EQUIPMENT FAUCET *6.1. FOR ® DROP-IN SIX 0 ESPRESSO 1/2' -- 1/2' RuicAsEtutici SEE EFOTYPTUCETsalENLEABOILET A6.1. ® HAND SINK • 1/2' -- 1/2• 0 24' A.F.F. SEE EQUIPMENT SC EDULE SHEET A6.1 ' FOR FAUCET MODEL TUBER V ) ICE MACHINE -- 1/2 -- O 72' AFL EXT� 1/� FCW FROINI ROUGH -N TO EQUJP1 NT CONNECTIONS r/DFP ® ICE MAONNE -- 1/2' -- 0 72' A.F.F. TO EQUNNPI INT UGH -RII ® 4-POD COLD WATER FILTER -- SFC, -- • 96" A.F.F. REFER TO IETAL ON SHEET P4.1 •z► BOTTLE SOFTENER 3/4' -- -- 0 22' AF.F. T�pD CT N T Ep " N ® DIPPER WELL -- 1/2 -- RUN N CASEWORK OXTEINI 3/4' CW TROY ROUGH-IN TOO C UON yell RO - ® IW1 GHT DISHIINA9IER - -- -- ( N 0 72' AFL T�pEND001 CilON 70 EOU TNT W ® OM COUNTER (DIRTY) 1/2' -- (I 0 14' All. SNP EQUIPMENT OR T S ER A61. ® CAR80NATOR -- i li& - -- 0 24 A.F.F. AFL //�� TO 1DT7N TO E T ® ' PROOFER -- 3/4 -- 0 100' AFL EOM 3_/4" FCN FROM ROUGH-IN TO CO R>EC I EQUIPMENT ON TO EQMENT w/BFP ® • OVEN -- 3/4 -- O 100' A.F.F. EXTEND 314• FCX FFROM ROUGH -N TO COME TO EGJF1ENT . ® IEJI BREWER -- 1/2' -- O 24' A.F.F. TO MEW F01 E 1PN1t1l w S® COFFEE MAKER -- 1/2' -- • 24' AF.F_ TOM CflON E >pItE1IT vs P 0 ESPRESSO MOW (AUTO) -- i/r -- RUN EXTEND C EQUIPMENT w $000$ SOUP RETHERIUMZER -- 1/2' -- • 12 AFL ExTEIrD l/� F CW FROM ROU -N T C IStCT OHN TO EQUJIPMI NT w/BFP OOO CAL O1SPENSER 1/2' -- O -fir All_ NR�I 140 C# HOSE8ma DISPENSER 0 A F!2. -- 0 f0• AfF. ealwilIKAS adatplutsmuciarss CHEMICAL DIS OAS ERO ER -- -- 0 48' AF.F NST 140 866 _ DECK OMEN -- 1/2. -- SHEET P4.1 MEND TO CONNECTIONS O O'.O4 DUX wAFP i SCHEDULE: ROUGH -IN SYMBOLS O NUMERICAL SYMBOL CORRESPONDS TO EQUIPMENT DENi1FICATION NUMBER. SEE EQUIPMENT PLAN. SHEET A6. 0 WATER CLOSET 1 -1/2' CW SUPPLY AT 25 -5/8' A.F.F. AND OFFSET 4-3/4' FROM CENTER LNE OF FIXTURE. 61 ADA WATER CLOSET If 1 -1/2' CW SUPPLY AT 28 -3/4' A.F.F. AND OFFSET 4-3/4' FROM CENTER LINE OF FIXTURE. ® ADA WATER CLOSET 1 -1/2' CW SUPPLY AT 28 -3/4 A.F.F. AND OFFSET 4-3/4' FROM CENTER LNE OF FIXTURE_ © LAVATORY 1/Y CW & 1/2' HW SUPPLY AT 22 -3/4' A.F.F. AND EACH ONE OFFSET 4' FROM CENTER LNE OF FDQURE. C URINAL 3/ SUPPLY AT 48 -1/4' A.F.F. .F AND OFFSET 4-3/4' FROM CENTER OF FIXTURE. 0 SUPPLY ROUGH-IN - SEE DOMESTIC WATER ROUGH-I1 SCHEDULE FOR SIZE AND HEIGHT. • EQUIPMENT COMRECIION - SEE DOMESTIC WATER ROUGH-R1 SCHEDULE FOR 9ZE - SEE EQUIPMENT MAMML FOR FITTING REQUIREMENTS NOTE REFER TO AROIJECTURAL FLOOR PLAN (9EET Al) FOR ALL INTERIOR PARTITION LOCATIONS i II -_ II ' I 4 . • _..• •--"....{. • I' -8 • 1' -8' 3• -7• : . • 6 - r -- - _y C! 1: I • • • • in **ROUGH-NS ARE BASED ON FIXTURE 9I061f N SCHEDULE ON SHEET P4.2. CONTRACTOR TO VERIFY REQUIREMENTS FOR ANY 9UBSTIlU IO l PRIOR 10 INSTALLATION. -k. T I - , - -• - . 1 I •. -J !' IIII ; .- n DOMESTIC WATER PIPING ROUGH -IN PLAN NORTH 70 4 • BAKERY CAFE: #1215 SYSTEM: G2 (WARM) PROtOTYPE UPDATE zoo o . h Z U VV Z F WU TW a4 LL < s THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW, IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROOtCT NUMBER: A06 -506 A8OSS€I1 PROJECT 127020 DESIGNED By. DB_ SN. GNG CHECKED BY AVA SHEET NO: P2.2 DOMESTIC WATER PIPING ROUGHT01 PLAN OF 7 PLAN MARK MANUFACTURER MODEL ACCESSORIES NOTES 0 FLOOR DRAINS A CIE OR EQUAL 11035106 P -TRAP FURNISH FULL GRATE AND (TYPICAL) •76' TRAP PIER 4' NGH FUNNEL FOR STRAINER (RESIROOUS ONLY) INDLRECT DRAM FIXTURES ITI FLOOR se3C •A;1TS FS -740 1/2 GRATE 12 X8' w/ PORCELAJN GRATE LAY O AMERICAN STD_ 0355012 1 -1 /4x1 -I /2 P - -P MOUNTING HOT STOP vALWS PER ADA, SEE ARCH PLANS FAUCET = LrFF,CAN STD. 54O1.00O BL=IC TYPE HANDLES D OUE (FCR LA)..) AM. STD_ 0000.1721 LISB . FLCN;ESTC4:E USR -2424 I/ I637I FAUCET 24' X 24124' X 361 IR 372 IFY FLs»XR. SEE ARCH PLANS STRiI R. TILE ! M12AllO F'USH FLANGES AC O :INEPT.. =N STD. 3.C43.1�O2 - ANTE -CQE.Y FRONT - 11/ SLO -N #111 FLU91 =~=} SEAT. NO CO.ER =1:£ FER ADA AC C %TIEPIN STD. 2234.:".45 11.1 E - CCEN TWAT A/ SLOAN #111 FLUSH S<AT. IY3 Cc .£R - ; 1 1.'.£ PER ADA LA R AA+EKAN STE•. EEC:1.Ci2 • ADM ROYAL NO. 156 4 FLU19H %U M) TSi PER ADA I CT I As:f i 5!3; I ANT Fe L_ :A: CCCE X ASE TRAP: I 135 GFN. Jrr LB. •AN :O SUIPi BTH - i%9 CS CT ENT E i ti GAL. 199.030 zj 030 B . SLIER i €AiER) I &: OCVEtiSrt. i 1 227 G H REMERY • a FFD ® 4 "W FD It — t: 3' VTR I 0 (:) TY J, L PLUMBING FIXTURE SCHEDULE f ' t,. . • N ll:4k :CCAINT CA: T.4 : JEFF 0 a KIWI? CST 8JT•RS (412f 471 - e4. 3' VTR FS FD ® - CONNECT 3 -COMP SINK DIRECTLY TO GREASE TRAP ,- • FS • FD FF?D 4 : -,� -� -... GENERAL NOTES SANITARY PLUMBING ALL PLUMBING WORK SHALL BE PERFORMED IN FULL COLIPUANCE 1111H THE LOCAL PLUMBING CODE. HEALTH REGULATIONS. AND LOCAL ORDINANCES. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL PERINMT FEES. UDUTY DP FEES. Al INSPECTION FEES AS RECUIRED. 11-1/2 TIC CONTRACTOR SHALL COOR&*IATE THE LOCATION GF HIS FLOOR DRAINS. HUB DRAINS AND CONNECTION POINTS MTH THE GENERAL CONTRACTOR. TIE PLUMBING CONTRACTOR SHALL FOLD VERIFY EXISTING oetiOIHDINS PRIOR TO SUELOTTING FK 8a AU. PLUMBING iG PIP?iG SHALL BE ROUTED UNDER THE FLOOR, ABCAE THE CE1.114G. OR LOCATED i+NTHiN *OILS OR PLUUR NG CHASES. EXPOSE PIPING ONLY ARE NECESSARY TO CONNECT TO EOU%UENT. PRO - .VE INSULATION ON ALL EOUIFUENT CONDENSATE OR -91 LR S. INCLUDING FREEZER AND COOLER PRO HEAT TAPE CI4 CCNCENSATE ORAN LANE AT FREEZER AND FOR ALL PIPING THAT uAY RUN 1HRCOGN FRULtit_ AT ALL **KC! DRAW CONNECTIONS: STRAIN LIES FRC4t (OUS VENT SHALL BE WITTY SECURED TO EGUWUEINT 9WPORT TO ALIGN THE DRANO ME •MTH THE DRAIN RECEPTACLE_ • 2" VTR FD DISCHARGE DISHWASHER INDIRECTLY TO SANITARY "'WASTE THROUGH FLOOR - SINK. I -. ?. I: I I• i' aa - .': q • KEYED NOTES e -- : t __ - MAKE CONNECTION TO EXISTING 4' SANTARY LANE STUBBED INTO PREMISES BY LANDLORD FIELD VERIFY EXACT LOCATION AND INVERT ELEVATION OF POINT OF CONNECTION PRIOR TO CC4AlIENcR G *NORM EXTEND iND:RECT WASTE TO FLOOR CRAM OR HUB MAIL FIELD VERIFY EXACT ROUTING OF PIPING. EXTEND DRAIN LANES FRCU FREEZER. COOLER. 01,131 AND PROCTER TO FLOOR IRAN OR HUB DRAIN LOCATED NEARBY. FIELD % RIFY EXACT ROUTING OF PIING_ PROMDE 6' PAC BELON SLAB WADI STLB UP AT SODA FASPENSER AND BAG -N -BOX FCT? SODA UNES. LOCATE SRIB UP AT SODA DISPENSER AS CLOSE TO THE NALL BEHND ME SODA DISPENSER AS POSSRLE II CP.DER FOR THE SCOA LRS TO RUN UP IN OE9GNA CHASE AT REAR OF CASEAORK_ COORDINATE +MTH SODA % OR. EXTEND .ENTS TFi°CVGH ROOF SUCH THAT A IR ULIU 10 CLEARARO TO ALL AR 9ITAKES IS UAINTAINED_ CAST RON PPE SHALL BE USED FOR DE FIRST 20 FEET Cf &SCHWA PIING FOR SOUP RET!'EP`..tfi1ZER A3h 0ISHA- 91R. PRO•.,DE & INSTALL 1' UPPER PPM; (WAAVFCt() 3 CRAIG'S) AID PRO'.ICE A ace( :ILA IN um* C' SCHARCE TO I'LC P ce i afiliP9XL FCR SOUP STAT04. S(C E THE CRLN LAVE FCR THE GAPER SELL TO RE S4( Cf THE Cs8.1 T AIUI BRACKETS. SCALE: 1/4' = 1' -0' 7i SANITARY PIPING PLAN !r4:F.l' I! I :�"!' rupli' 1 '� ; � :�-} + .. j ig; y.1.,.i.; ..:ry -s :f .V• Ji r a : - sur•..W.St,,.+t , t g ' / - is :;:-. it • NORTH I I FS I. ; I I I !- • � • p. BAKERY CAFE: #12 15 SYSTEM: G2 (WARM) PROTOTYPE UPDATE 2006 o; V 'VZ I- ; WV =W W= Ce LQ le THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NONSER: l06-506 ABOSSEINNPRROJECT *27020 DESIGtiEO BY. D6. Sit GtiG cI c1 ED BY AVA • SHEET NO: P2,3 SANITARY PIPING PLAN OF 7 • II Q REVISED PER CITY COMMENTS ?/ ? ?/03 II Ii • a FFD ® 4 "W FD It — t: 3' VTR I 0 (:) TY J, L PLUMBING FIXTURE SCHEDULE f ' t,. . • N ll:4k :CCAINT CA: T.4 : JEFF 0 a KIWI? CST 8JT•RS (412f 471 - e4. 3' VTR FS FD ® - CONNECT 3 -COMP SINK DIRECTLY TO GREASE TRAP ,- • FS • FD FF?D 4 : -,� -� -... GENERAL NOTES SANITARY PLUMBING ALL PLUMBING WORK SHALL BE PERFORMED IN FULL COLIPUANCE 1111H THE LOCAL PLUMBING CODE. HEALTH REGULATIONS. AND LOCAL ORDINANCES. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL PERINMT FEES. UDUTY DP FEES. Al INSPECTION FEES AS RECUIRED. 11-1/2 TIC CONTRACTOR SHALL COOR&*IATE THE LOCATION GF HIS FLOOR DRAINS. HUB DRAINS AND CONNECTION POINTS MTH THE GENERAL CONTRACTOR. TIE PLUMBING CONTRACTOR SHALL FOLD VERIFY EXISTING oetiOIHDINS PRIOR TO SUELOTTING FK 8a AU. PLUMBING iG PIP?iG SHALL BE ROUTED UNDER THE FLOOR, ABCAE THE CE1.114G. OR LOCATED i+NTHiN *OILS OR PLUUR NG CHASES. EXPOSE PIPING ONLY ARE NECESSARY TO CONNECT TO EOU%UENT. PRO - .VE INSULATION ON ALL EOUIFUENT CONDENSATE OR -91 LR S. INCLUDING FREEZER AND COOLER PRO HEAT TAPE CI4 CCNCENSATE ORAN LANE AT FREEZER AND FOR ALL PIPING THAT uAY RUN 1HRCOGN FRULtit_ AT ALL **KC! DRAW CONNECTIONS: STRAIN LIES FRC4t (OUS VENT SHALL BE WITTY SECURED TO EGUWUEINT 9WPORT TO ALIGN THE DRANO ME •MTH THE DRAIN RECEPTACLE_ • 2" VTR FD DISCHARGE DISHWASHER INDIRECTLY TO SANITARY "'WASTE THROUGH FLOOR - SINK. I -. ?. I: I I• i' aa - .': q • KEYED NOTES e -- : t __ - MAKE CONNECTION TO EXISTING 4' SANTARY LANE STUBBED INTO PREMISES BY LANDLORD FIELD VERIFY EXACT LOCATION AND INVERT ELEVATION OF POINT OF CONNECTION PRIOR TO CC4AlIENcR G *NORM EXTEND iND:RECT WASTE TO FLOOR CRAM OR HUB MAIL FIELD VERIFY EXACT ROUTING OF PIPING. EXTEND DRAIN LANES FRCU FREEZER. COOLER. 01,131 AND PROCTER TO FLOOR IRAN OR HUB DRAIN LOCATED NEARBY. FIELD % RIFY EXACT ROUTING OF PIING_ PROMDE 6' PAC BELON SLAB WADI STLB UP AT SODA FASPENSER AND BAG -N -BOX FCT? SODA UNES. LOCATE SRIB UP AT SODA DISPENSER AS CLOSE TO THE NALL BEHND ME SODA DISPENSER AS POSSRLE II CP.DER FOR THE SCOA LRS TO RUN UP IN OE9GNA CHASE AT REAR OF CASEAORK_ COORDINATE +MTH SODA % OR. EXTEND .ENTS TFi°CVGH ROOF SUCH THAT A IR ULIU 10 CLEARARO TO ALL AR 9ITAKES IS UAINTAINED_ CAST RON PPE SHALL BE USED FOR DE FIRST 20 FEET Cf &SCHWA PIING FOR SOUP RET!'EP`..tfi1ZER A3h 0ISHA- 91R. PRO•.,DE & INSTALL 1' UPPER PPM; (WAAVFCt() 3 CRAIG'S) AID PRO'.ICE A ace( :ILA IN um* C' SCHARCE TO I'LC P ce i afiliP9XL FCR SOUP STAT04. S(C E THE CRLN LAVE FCR THE GAPER SELL TO RE S4( Cf THE Cs8.1 T AIUI BRACKETS. SCALE: 1/4' = 1' -0' 7i SANITARY PIPING PLAN !r4:F.l' I! I :�"!' rupli' 1 '� ; � :�-} + .. j ig; y.1.,.i.; ..:ry -s :f .V• Ji r a : - sur•..W.St,,.+t , t g ' / - is :;:-. it • NORTH I I FS I. ; I I I !- • � • p. BAKERY CAFE: #12 15 SYSTEM: G2 (WARM) PROTOTYPE UPDATE 2006 o; V 'VZ I- ; WV =W W= Ce LQ le THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NONSER: l06-506 ABOSSEINNPRROJECT *27020 DESIGtiEO BY. D6. Sit GtiG cI c1 ED BY AVA • SHEET NO: P2,3 SANITARY PIPING PLAN OF 7 • GAS CALCULATION EQUIPMENT LOAD (MBH) PIPE SIZE MAU -1 151.2 1" WATER HEATER 199 i" @OVEN 375 1 -I /2" RTJ -1 130 1-1/4 - RTU -2 130 1-1/4" RTU -3 130 1 -1/4 RTU -4 130 1" FIREPLACE 30 1/2' TOTAL 1275.2 LIBH NATURAL GAS CfLI.£PED AT j/- 7 ..c. NATURAL GAS P:FE WAG T =EVE 12 -7 USED FOR TOTAL LENGTH OF 190 FT " + =C y FC* FITTINGS. 25C: COWAN UTIUZW J. TH TOTAL LOAD OF 1275.2 lean, RE_CititE& UAW PIPE SIZE IS 3' • • KEYED NOTES MAKE NEW CONNECTION FOR A 3" NATURAL GAS LINE WITH A NEW MEIER (VERIFY KITH LANDLORD). VERIFY THAT SERVICE IS ADEQUATE AND SHALL SUPPLY 1694 MBH. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL CODES. NG CONNECTION TO MECHANICAL UNITS (1.UA -1 130 11811. RTU -I, RTU -2 RTU -3 & RTU -4 240 MBH). PROVIDE DIRT LEG AND SHUTOFF L'AL1F IN ACCORDANCE KITH LOCAL CODE. VERIFY EXACT LOCATION OF UNITS 111TH HVAC CONTRACTOR (REFER TO SHEET MPE1.1). SHE 1 -1/2ET " NG M3.2. CONNECTION TO OVEN (375 MBH). SEE OVEN DETAIL ON P.C. SHALL FURNISH & INSTALL 1 -1/2" MANUAL SHUTOFF VALVE AND A NORMALLY CLOSED GAS SOLENOID VALVE (EQUAL TO ASCO 08821480CSA) K1TH 120 VAC COIL. O 5 NG CONNECTION TO WATER HEATER (199 LIBH). SEE DETAIL ON SHEET P4.1. O MAKE CONNECTION TO 2" WATER UNE STUBBED INTO PREMISES BY LANDLORD. PROVIDE LIETER, PRV AND RPZ TYPE BACKFLOW PREVENTER. VERIFY THAT SERVICE IS ADEQUATE TO SUPPLY 50 P.S.I. AFTER METER AND BACKFLOW PREVENTER. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL CODES. CONTRACTOR SHALL FIELD VERIFY REQUIREMENTS PRIOR TO BID. BID SHALL INCLUDE ALL WORK NECESSARY FOR A FULLY OPERATIONAL SYSTEM. O PROVIDE AND INSTALL TANK TYPE WATER HEATER AS SCHEDULED ON SHEET P4.1. SEE WATER HEATER SPEC ON SHEET P4.1 FOR NATIONAL ACCOUNT CONTACT INFORMATION. INSTALL WATER HEATER PER DETAIL ON SHEET P4.1. MIXING VALVE FOR HOT AND COLD WATER SHALL BE "SYLIMONS" SERIES 5 -700 (OR EQUAL) THERMOSTATIC WATER CONTROLLER K1TH VACUUM BREAKER AND THERMOMETERS. O INSTALL COLD WATER FILTRATION SYSTEM - SEE DETAIL ON SHEET P4.1. SEE EQUIPMENT PLAN AND SCHEDULE FOR MORE INFORMATION. O 9 TRANSFORMER ON PLATFORM ABOVE. AVOID ROUTING ANY WATER LINES THROUGH THIS AREA (ONLY IF TRANSFORMER IS REQUIRED). 10 1/2" CW do 1/2" HW(140 TO 3- COMPARTMENT SINK #12. HOSE RINSE SPRAY MUST BE EQUIPPED KITH AN ATMOSPHERIC VACUUM BREAKER INSTALLED A MINIMUM OF 6" ABOVE FLOOD LEVEL RIM OF RECEPTOR. 3/4" HW(140E) TO UPRIGHT DISHWASHER #27A. 1/2" Cw & 1/2" HW(1401 TO DISHCOUNTER (DIRTY) #278. 1/2" FCW TO OVEN 148 V11TH SHUTOFF VALVE. EXTEND I/2" FCW KITH SHUTOFF VALVE, PRESSURE REGULATOR, WATER PRESSURE GAUGE & FLEX HOSE CONNECTIONS TO OVEN #86. 1/2" FCW TO PROOFER 144A WITH SHUTOFF VALVE. 1/2" FCW & 1/2" HIV TO 2- COMPARTMENT SINK 113A. 1/2" FCW TO ICE MAKER #230. 3/4" Cw TO 4 -POD WATER FILTER #258, 3/4" FCw AND 3/4" DFCW FROM #258. 19 3/4" FCW & 1/2" DECK DROP IN WALL AND EXTEND TO FIXTURES AS REQUIRED. 1/2 DFCW TO CARBONATOR #42C, l/2" FCW TO TEA BREWER #56 & 1/2" FCW TO ICE MACHINE #236. 20 EXTEND 1/2" FCW TO ESPRESSO MACHINE #61 & DIPPER WELL #26, 1/2" CW & 1/2" HK11201 TO DROP -IN SINK 118. 1/2' Cw & 1/2" HIA(1401 MOP SINK ma. 1/2" FCw TO COFFEE MAKER #58. 23 I/2" FCW TO SOUP RETHERUAUZER 08. PROVIDE WITH A PRESSURE VACUUM BREAKER OR RPZ UNLESS WATER FILL SPOUT IS AIR GAPPED. 43 ; HERE REWIRED THE WATER PRESSURE BOOSTER PUMP. PACO MODEL# 815A OR EQUAL (CAPABLE OF PROVIDING 20 PSI PRESSURE INCREASE 0 15 GPM VIN.) KITH 8.6 GAL HYDRO - PNEUMATIC TANK, 1.5HP. 208V, 3PH. INSTALL PRV ON DISCHAREGE SIDE OF PUMP. LOCATE ON PLATFORM ABOVE SERVICE SINK W/11113 ISOLATORS WITH SEISMIC RESTRATIT. LtRIFY EXACT LOCATION WITH OANER. SEE DETAIL ON SHEET P4.1 25 NG CONNECTION TO FIREPLACE (30 MBH). PROVIDE DIRT LEG AND SHUTOFF VALVE IN ACCORDANCE WITH LOCAL CODE. RUN NG DOAN IN STONE CASE FRAMING- PROVIDE GAS REGULATING VALVE IN FIREPLACE HEARTH BEHIND SECURABLE ACCESS PANEL 4 i GAS M(TER (i25' WATER HEATER INSTALL GAS PRESSURE REGULATOR OUTSIDE OF SPACE AS REOUIRED TO REDUCE PRESSURE TO 7 .c. 1 1 /2 " AIL C - RTU -2 UNIT ( GAS SCHEMATIC • FIREPLACE UNIT () Er ii T. • 1 I OMEN (375MBH) WHIR ----- . - .. ! ;1 -1 /4 • 1/2" FILTERED WATER WH I-I REDUCED PRESSURE BACKFLOW ASSEMOLY (RP8A) (WATTS -0090T OR EQUAL) - :TO • CARBONATOR FOR POST.- MIX SYSTEM WITH APPROVED PLASTIC PIPE INSTALLED DOWNSTREAM. (NOTE:- DO NOT. INSTALL COPPER PIPE ON CARBONAVD SIDE OF RPBA IN ORDER TO PREVENT CARBONIC POISONING PER UPC -2003 -603 AND 'AWWA.") �' • . I - - - -•- €- C • I :1: 2_ PLUU8I/4G CONTRACTOR SHALL FROM( AND INSTALL STOP VALES AT FINISHED WALL SURFACE. 4 4. ALL RPM SWAN CN T145 PLAN IS CC4110ELLED 1 .8O•.€ THE LAY-R4 BELOW THE FLOOR AND LN WALLS. EXPOSE P1P? G N spxa GI&Y AT EQUIPMENT ENT AND F1XVJRES. 5. CC4IPL.ETE ALL A•ORK N ACCORDANCE AMTH LOCAL CODES AND C6DNINXS. 6. COCKINA1E LOCATION CC W. RPM (SLMTARY APO *ATER) WITH OTTER CONTRACTORS AND ECOJIRIENT SLEPP_IEFS. GENERAL NOTES 1_ PLUMBING CONTRACTOR SHALL VERIFY WITH THE LOCAL HEALTH DEPARTMENT AND /OR WATER COMPANY AS TO THE METER AND Yl.LV1NG ARRA"NGELIENTS OF THE DOMESTIC WATER SERVICE MICH ENTERS THE 8UILDDIG. IF A BACKFLOW PRE%ENTER AND /OR PRESSURE REDUCING VAU.E IS REQUIRED, THE PLUMBING CONTRACTOR SHALL FURMSH AND INSTALL SAVE PER LOCAL AND STATE REQUREIWR PLU11*9NG CONTRACTOR 9i -LL '.FRIFY 'i;ATEP. 5ERACE (NEA OR EXISTING) IS CAPABLE OF PRO:1[NNG A HAM AN OF 75 G.P:II. AT A LOAM I OF 50 P.S1 DOWNSTREAM OF i+ETER AND VALWNG. 04 THE EVENT THAT TIE SERVICE CANNOT PROVIDE ADEQUATE 1stILUUE/PPISSIRE THE CONTRACTOR. SHALL CONTACT THE OAA2 REPRESENTATik£ AMR TO MUM ANY AORK. 3_ INSULATE ALL *ATER PANG ABO:£ THE LAY -Di COUPI3 AND BELOW THE SLAB. INSULATxa! SHILL MEET OR EXCEED 25/50 FLAME SPREAD LM SMOKE DEVELOPMENT RAT . I I UP TO RTU -4 i: I {{ ; I. • P TO 'RTU -2 -x • ` ,._. E ..r., R - • i �ll'Ir 1 1 1 711jItinN iIIII! : . I ii ;4:111..4 : '1- • 1 - :•• •. -.1 r` - • I I li 1 1 I 1 -1 /2" TO FIREPLACE- - -- • • i • 7. SEE ARCHITECTURAL PLANS FOR FINAL EQUIPMENT LOCATIONS. COORDINATE WITH EQUIPMENT SUPPLIER AND THE GENERAL CONTRACTOR FOR FINAL WALL LOCATIONS. 8. PROVIDE WATER CONNECTIONS AS REQUIRED. ANGLE STOP AND ESCUTCHEON PLATE FOR AIL F JAIAL *ATER CONNECTIONS. 9_ FURNISH BURST PROOF BRAIDED FLEXIBLE CONNECTORS FOR ANAL COLNECTIMS TO SINKS AND OTHER EC4APUENT. 10. FURNISH TUBING AND FITTINGS. AS REQUIRED. FOR ALL FOAL CONNECTIONS_ 11. FROUDE WATTS 009 BICOLOR PRE:ENTER FOR ICE UAOOiE. TEA BREWER. COFFEE u=KER AND SOUP RETHERUAUZER. PROVIDE WATTS C09 BACKFLGN PREVENTER FOR O.EN, PROOFER AND IUOP SIEdC FAUCET_ PROVIDE WATTS 5D-3 STAR .ESS STEEL BACKFLOw PRESENTER FOR CAPEIONATOR. PROVIDE APPROPRIATE Bt4 KFLO;d PRE`.ENTEP. AT OTHER EQUPFIIENT AS PECURU BY Oaf. 12. THE OVEN MORES A U alluu 45 P_S.I. WATER PRESSIXIE AT CONaECT1ON TO PROPERLY FLENCTIO.N_ CONTRACTOR SHILL TEST Tit WATER PRESSURE DONIl,STT?EAU OF THE WATER FILTER (MTH THE O'.£N M1~4 TO INSURE PROPER F•RESSI.RE. mutt. PRESSURE BCOSIER !4 HATER L!lE TO PROVIDE 1tEOUATE PRESSURE. SEE RATER FLIER L'1 -GRALt ON BEET P4.1 FOR PRESSURE BOOSTER SPEOFIEAIiGN AND EETDILS_ D WATER PIPING AND GAS PLAN • • -UP TO MAU -1 ■ NORTH • 13. PROVIDE PRESSURE REGULATORS AS REWIRED BY LOCAL CODE ON ALL GAS APPLIANCES. 14. PROVIDE MR CHAMBER TYPE WATER HAULIER ARRESTORS OR ACCEPTABLE FACTORY UANUI:ACTURED SUBSTITUTES AT ALL WATER ROUGH -21 LOCATIONS. 15. COOLER AND FREEZER SHALL SE PROVIDED WITH EERY DK SPRINCLER HEAD CONNECTED TO THE DOMESTIC WATER SERVICE AHEAD Of SHUTOFF VALLT 16. FOR EQUIPMENT CONNECTIONS AND 9ZES, SEE ROUGH -R: PLAN ON DRAAINC P2.2. 17_ PROVIDE VACLE.R1 BREAKERS ON ALL THREADED FAUCETS. 18. FIELD VERY EXACT LOCATIONS OF EXISTING SERVICES BEFORE PROCFECa1C PATH AGRK. 19_ PRO:IOE UTILITY SER'.ICE COPIECTIONS TO EQUIPUENT ACCCROI. r, TO TIE MAIMS AND FIXTURE SOEDUIES ON DRAM% P42 I . I ' ' I • BAKERY CAFE: #1215 SYSTEM: G2 (WARM) PR UPOA E 2006 I THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING, OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NU ER: A05 - 506 A8OSSEIN PROJECT *27020 DESIGNED BY. DB.51i G'iG Ch'ECKED BY AVA i SHEET NO: P2.4 DOMESTIC ~EN PIPING AND GAS PLAN OF 7 II 0 REVISED PER CITY COMMENTS ?/ ? ?/03 II i • • KEYED NOTES MAKE NEW CONNECTION FOR A 3" NATURAL GAS LINE WITH A NEW MEIER (VERIFY KITH LANDLORD). VERIFY THAT SERVICE IS ADEQUATE AND SHALL SUPPLY 1694 MBH. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL CODES. NG CONNECTION TO MECHANICAL UNITS (1.UA -1 130 11811. RTU -I, RTU -2 RTU -3 & RTU -4 240 MBH). PROVIDE DIRT LEG AND SHUTOFF L'AL1F IN ACCORDANCE KITH LOCAL CODE. VERIFY EXACT LOCATION OF UNITS 111TH HVAC CONTRACTOR (REFER TO SHEET MPE1.1). SHE 1 -1/2ET " NG M3.2. CONNECTION TO OVEN (375 MBH). SEE OVEN DETAIL ON P.C. SHALL FURNISH & INSTALL 1 -1/2" MANUAL SHUTOFF VALVE AND A NORMALLY CLOSED GAS SOLENOID VALVE (EQUAL TO ASCO 08821480CSA) K1TH 120 VAC COIL. O 5 NG CONNECTION TO WATER HEATER (199 LIBH). SEE DETAIL ON SHEET P4.1. O MAKE CONNECTION TO 2" WATER UNE STUBBED INTO PREMISES BY LANDLORD. PROVIDE LIETER, PRV AND RPZ TYPE BACKFLOW PREVENTER. VERIFY THAT SERVICE IS ADEQUATE TO SUPPLY 50 P.S.I. AFTER METER AND BACKFLOW PREVENTER. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL CODES. CONTRACTOR SHALL FIELD VERIFY REQUIREMENTS PRIOR TO BID. BID SHALL INCLUDE ALL WORK NECESSARY FOR A FULLY OPERATIONAL SYSTEM. O PROVIDE AND INSTALL TANK TYPE WATER HEATER AS SCHEDULED ON SHEET P4.1. SEE WATER HEATER SPEC ON SHEET P4.1 FOR NATIONAL ACCOUNT CONTACT INFORMATION. INSTALL WATER HEATER PER DETAIL ON SHEET P4.1. MIXING VALVE FOR HOT AND COLD WATER SHALL BE "SYLIMONS" SERIES 5 -700 (OR EQUAL) THERMOSTATIC WATER CONTROLLER K1TH VACUUM BREAKER AND THERMOMETERS. O INSTALL COLD WATER FILTRATION SYSTEM - SEE DETAIL ON SHEET P4.1. SEE EQUIPMENT PLAN AND SCHEDULE FOR MORE INFORMATION. O 9 TRANSFORMER ON PLATFORM ABOVE. AVOID ROUTING ANY WATER LINES THROUGH THIS AREA (ONLY IF TRANSFORMER IS REQUIRED). 10 1/2" CW do 1/2" HW(140 TO 3- COMPARTMENT SINK #12. HOSE RINSE SPRAY MUST BE EQUIPPED KITH AN ATMOSPHERIC VACUUM BREAKER INSTALLED A MINIMUM OF 6" ABOVE FLOOD LEVEL RIM OF RECEPTOR. 3/4" HW(140E) TO UPRIGHT DISHWASHER #27A. 1/2" Cw & 1/2" HW(1401 TO DISHCOUNTER (DIRTY) #278. 1/2" FCW TO OVEN 148 V11TH SHUTOFF VALVE. EXTEND I/2" FCW KITH SHUTOFF VALVE, PRESSURE REGULATOR, WATER PRESSURE GAUGE & FLEX HOSE CONNECTIONS TO OVEN #86. 1/2" FCW TO PROOFER 144A WITH SHUTOFF VALVE. 1/2" FCW & 1/2" HIV TO 2- COMPARTMENT SINK 113A. 1/2" FCW TO ICE MAKER #230. 3/4" Cw TO 4 -POD WATER FILTER #258, 3/4" FCw AND 3/4" DFCW FROM #258. 19 3/4" FCW & 1/2" DECK DROP IN WALL AND EXTEND TO FIXTURES AS REQUIRED. 1/2 DFCW TO CARBONATOR #42C, l/2" FCW TO TEA BREWER #56 & 1/2" FCW TO ICE MACHINE #236. 20 EXTEND 1/2" FCW TO ESPRESSO MACHINE #61 & DIPPER WELL #26, 1/2" CW & 1/2" HK11201 TO DROP -IN SINK 118. 1/2' Cw & 1/2" HIA(1401 MOP SINK ma. 1/2" FCw TO COFFEE MAKER #58. 23 I/2" FCW TO SOUP RETHERUAUZER 08. PROVIDE WITH A PRESSURE VACUUM BREAKER OR RPZ UNLESS WATER FILL SPOUT IS AIR GAPPED. 43 ; HERE REWIRED THE WATER PRESSURE BOOSTER PUMP. PACO MODEL# 815A OR EQUAL (CAPABLE OF PROVIDING 20 PSI PRESSURE INCREASE 0 15 GPM VIN.) KITH 8.6 GAL HYDRO - PNEUMATIC TANK, 1.5HP. 208V, 3PH. INSTALL PRV ON DISCHAREGE SIDE OF PUMP. LOCATE ON PLATFORM ABOVE SERVICE SINK W/11113 ISOLATORS WITH SEISMIC RESTRATIT. LtRIFY EXACT LOCATION WITH OANER. SEE DETAIL ON SHEET P4.1 25 NG CONNECTION TO FIREPLACE (30 MBH). PROVIDE DIRT LEG AND SHUTOFF VALVE IN ACCORDANCE WITH LOCAL CODE. RUN NG DOAN IN STONE CASE FRAMING- PROVIDE GAS REGULATING VALVE IN FIREPLACE HEARTH BEHIND SECURABLE ACCESS PANEL 4 i GAS M(TER (i25' WATER HEATER INSTALL GAS PRESSURE REGULATOR OUTSIDE OF SPACE AS REOUIRED TO REDUCE PRESSURE TO 7 .c. 1 1 /2 " AIL C - RTU -2 UNIT ( GAS SCHEMATIC • FIREPLACE UNIT () Er ii T. • 1 I OMEN (375MBH) WHIR ----- . - .. ! ;1 -1 /4 • 1/2" FILTERED WATER WH I-I REDUCED PRESSURE BACKFLOW ASSEMOLY (RP8A) (WATTS -0090T OR EQUAL) - :TO • CARBONATOR FOR POST.- MIX SYSTEM WITH APPROVED PLASTIC PIPE INSTALLED DOWNSTREAM. (NOTE:- DO NOT. INSTALL COPPER PIPE ON CARBONAVD SIDE OF RPBA IN ORDER TO PREVENT CARBONIC POISONING PER UPC -2003 -603 AND 'AWWA.") �' • . I - - - -•- €- C • I :1: 2_ PLUU8I/4G CONTRACTOR SHALL FROM( AND INSTALL STOP VALES AT FINISHED WALL SURFACE. 4 4. ALL RPM SWAN CN T145 PLAN IS CC4110ELLED 1 .8O•.€ THE LAY-R4 BELOW THE FLOOR AND LN WALLS. EXPOSE P1P? G N spxa GI&Y AT EQUIPMENT ENT AND F1XVJRES. 5. CC4IPL.ETE ALL A•ORK N ACCORDANCE AMTH LOCAL CODES AND C6DNINXS. 6. COCKINA1E LOCATION CC W. RPM (SLMTARY APO *ATER) WITH OTTER CONTRACTORS AND ECOJIRIENT SLEPP_IEFS. GENERAL NOTES 1_ PLUMBING CONTRACTOR SHALL VERIFY WITH THE LOCAL HEALTH DEPARTMENT AND /OR WATER COMPANY AS TO THE METER AND Yl.LV1NG ARRA"NGELIENTS OF THE DOMESTIC WATER SERVICE MICH ENTERS THE 8UILDDIG. IF A BACKFLOW PRE%ENTER AND /OR PRESSURE REDUCING VAU.E IS REQUIRED, THE PLUMBING CONTRACTOR SHALL FURMSH AND INSTALL SAVE PER LOCAL AND STATE REQUREIWR PLU11*9NG CONTRACTOR 9i -LL '.FRIFY 'i;ATEP. 5ERACE (NEA OR EXISTING) IS CAPABLE OF PRO:1[NNG A HAM AN OF 75 G.P:II. AT A LOAM I OF 50 P.S1 DOWNSTREAM OF i+ETER AND VALWNG. 04 THE EVENT THAT TIE SERVICE CANNOT PROVIDE ADEQUATE 1stILUUE/PPISSIRE THE CONTRACTOR. SHALL CONTACT THE OAA2 REPRESENTATik£ AMR TO MUM ANY AORK. 3_ INSULATE ALL *ATER PANG ABO:£ THE LAY -Di COUPI3 AND BELOW THE SLAB. INSULATxa! SHILL MEET OR EXCEED 25/50 FLAME SPREAD LM SMOKE DEVELOPMENT RAT . I I UP TO RTU -4 i: I {{ ; I. • P TO 'RTU -2 -x • ` ,._. E ..r., R - • i �ll'Ir 1 1 1 711jItinN iIIII! : . I ii ;4:111..4 : '1- • 1 - :•• •. -.1 r` - • I I li 1 1 I 1 -1 /2" TO FIREPLACE- - -- • • i • 7. SEE ARCHITECTURAL PLANS FOR FINAL EQUIPMENT LOCATIONS. COORDINATE WITH EQUIPMENT SUPPLIER AND THE GENERAL CONTRACTOR FOR FINAL WALL LOCATIONS. 8. PROVIDE WATER CONNECTIONS AS REQUIRED. ANGLE STOP AND ESCUTCHEON PLATE FOR AIL F JAIAL *ATER CONNECTIONS. 9_ FURNISH BURST PROOF BRAIDED FLEXIBLE CONNECTORS FOR ANAL COLNECTIMS TO SINKS AND OTHER EC4APUENT. 10. FURNISH TUBING AND FITTINGS. AS REQUIRED. FOR ALL FOAL CONNECTIONS_ 11. FROUDE WATTS 009 BICOLOR PRE:ENTER FOR ICE UAOOiE. TEA BREWER. COFFEE u=KER AND SOUP RETHERUAUZER. PROVIDE WATTS C09 BACKFLGN PREVENTER FOR O.EN, PROOFER AND IUOP SIEdC FAUCET_ PROVIDE WATTS 5D-3 STAR .ESS STEEL BACKFLOw PRESENTER FOR CAPEIONATOR. PROVIDE APPROPRIATE Bt4 KFLO;d PRE`.ENTEP. AT OTHER EQUPFIIENT AS PECURU BY Oaf. 12. THE OVEN MORES A U alluu 45 P_S.I. WATER PRESSIXIE AT CONaECT1ON TO PROPERLY FLENCTIO.N_ CONTRACTOR SHILL TEST Tit WATER PRESSURE DONIl,STT?EAU OF THE WATER FILTER (MTH THE O'.£N M1~4 TO INSURE PROPER F•RESSI.RE. mutt. PRESSURE BCOSIER !4 HATER L!lE TO PROVIDE 1tEOUATE PRESSURE. SEE RATER FLIER L'1 -GRALt ON BEET P4.1 FOR PRESSURE BOOSTER SPEOFIEAIiGN AND EETDILS_ D WATER PIPING AND GAS PLAN • • -UP TO MAU -1 ■ NORTH • 13. PROVIDE PRESSURE REGULATORS AS REWIRED BY LOCAL CODE ON ALL GAS APPLIANCES. 14. PROVIDE MR CHAMBER TYPE WATER HAULIER ARRESTORS OR ACCEPTABLE FACTORY UANUI:ACTURED SUBSTITUTES AT ALL WATER ROUGH -21 LOCATIONS. 15. COOLER AND FREEZER SHALL SE PROVIDED WITH EERY DK SPRINCLER HEAD CONNECTED TO THE DOMESTIC WATER SERVICE AHEAD Of SHUTOFF VALLT 16. FOR EQUIPMENT CONNECTIONS AND 9ZES, SEE ROUGH -R: PLAN ON DRAAINC P2.2. 17_ PROVIDE VACLE.R1 BREAKERS ON ALL THREADED FAUCETS. 18. FIELD VERY EXACT LOCATIONS OF EXISTING SERVICES BEFORE PROCFECa1C PATH AGRK. 19_ PRO:IOE UTILITY SER'.ICE COPIECTIONS TO EQUIPUENT ACCCROI. r, TO TIE MAIMS AND FIXTURE SOEDUIES ON DRAM% P42 I . I ' ' I • BAKERY CAFE: #1215 SYSTEM: G2 (WARM) PR UPOA E 2006 I THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING, OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NU ER: A05 - 506 A8OSSEIN PROJECT *27020 DESIGNED BY. DB.51i G'iG Ch'ECKED BY AVA i SHEET NO: P2.4 DOMESTIC ~EN PIPING AND GAS PLAN OF 7 ROOF CEILING FLOOR s •1 L ,•1 Vi -J 2'vRI FLOOR L 2 .1 Eal 2' NO SCALE 2'—. L 2'J SANITARY PIPING SCHEMATIC • -J 2' HOT WATER RISER (120 °) wJ N.T.S. •1 sIc COLD WATER RISER FLOOR 3' t.J MTS. N.T.S. wJ V /4' -1 3/4' 1 1/2 1/2- DIRTY 3 COIF. DISH SIC 14 -1 1/2' FS -1 HOT WATER RISER (140 °) • • uV LAV 1 -J 1/2' 2 -J ld� -J ED BAKERY CAFE: #1215 SYSTEM: 02 (WARM) PROTOTYPE UPDATE 2005 THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW, IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NUMBER: A06 -506 ABOSSEIN PROJECT 927C20 DESIGNED BY. CS. SH. GNG CHECKED BY AVA i SHEET NO: P3.1 SANITARY & WATER PIPING SCHEMATIC Co 7 • 1i t 1 -1/2'- 1 -1/ —1 / 1/2- 1/2' 1' 1' 1/ 2- 1' 1' AV. 3 COMP. /\ LAV. YMG WC. UV. IJ1JG Uf ROOF CEILING FLOOR s •1 L ,•1 Vi -J 2'vRI FLOOR L 2 .1 Eal 2' NO SCALE 2'—. L 2'J SANITARY PIPING SCHEMATIC • -J 2' HOT WATER RISER (120 °) wJ N.T.S. •1 sIc COLD WATER RISER FLOOR 3' t.J MTS. N.T.S. wJ V /4' -1 3/4' 1 1/2 1/2- DIRTY 3 COIF. DISH SIC 14 -1 1/2' FS -1 HOT WATER RISER (140 °) • • uV LAV 1 -J 1/2' 2 -J ld� -J ED BAKERY CAFE: #1215 SYSTEM: 02 (WARM) PROTOTYPE UPDATE 2005 THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW, IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NUMBER: A06 -506 ABOSSEIN PROJECT 927C20 DESIGNED BY. CS. SH. GNG CHECKED BY AVA i SHEET NO: P3.1 SANITARY & WATER PIPING SCHEMATIC Co 7 • 1i t MAXIMUM SPACING FOR GAS PIPE SUPPORTS STEEL PIPE (HORIZONTAL) SPACING N FEET MN. ROD 92E — NOES 1/2 5 3/8 3/4 TO 1 -1/4 6 3/8 1 -1/2 TO 3 12 1/2 (VWRTNCM.) 3-1/2 TO 5 EVERY FLOOR 4 HOT WATER RE— CIRCULATING PUMP «P 1): BELL lc GOSSETr /NRF -22, 120/1/60. AQUASTAT FOR CONTROL OF PUMP HWR(140') 4' HWR(110 ) HW(14OO HW(110t- ---- CW CONTINUE ON FLOOR PLANS MN. it (305 mm) SHUTOFF VALVE (MI CHECK VALVE (1w) THERMOSJAfl MIXING VALVE (TM11 'SYMMONS' 15 -400 (OR EQUAL) / BELOW PARAPET TURN LEAD DOWN 2' MIN. INTO STACK - -'� OR PROVIDE OPTIONAL VENT CAP ` —MN. 12' (305 mm) THERMOMETER ( EXPANSION TANK (ET -1): EX —TROL 1ST -20 GAS FIRED WATER HEATER DETAIL P2.4 l N.T.S. VENT STACK EXTENSION 3/4' HOSE THREAD CONNECTION FOR TESTING MIXING VALVE / VACUUM RELIEF VALVE NOTES` 1- 1/2'x18 GA. GALVANIZED STEEL TRAPS AROUND WATER HEATER. SECURE To WALL 1MTH 1 /2'x2 BOLTS. SECURE HEATER LEGS WITH 2 -1 /2'x2 - 1/2'x18' ANGLE CUPS AND BOLT TO PLATFORM WITH 5/8'?x41. EXPANSION BOLT (DP). CAULK WATERTNGHT %NTH LEAD AUK OAKUM 4,24762271 A if AL X' ; I ROOF CONSTRUCTIO2 SHEET LEAD, STEEL OR ALUWW FLASI• NG CLAMPED INTO FUSING SLEEVE FN L N ABOVE SLEEVE MOP N ROOFING N A WATER1OIT MANNER N.T.S. w 4 • SET HEATER T__14� A OPTIONAL ClA1ENG COLLAR MANUFACTURED STACK FLASI<MNG SLEEVE ANCHORED N PLACE (PROVIDE FN•E RATED CAULKING iIMIEII REQUIRED BY LOCAL OOOES) III N4T STACK OR SIAM VENT VENT THRU ROOF DETAIL z 3'1b PVC FLUE BY M.C. REFER TO SHEET 114.1, M CONCENTRIC ROOF (1 TERMINATION DETAIL WORM TO BE BY GENERAL CONTRACTOR REFER TO ARCHITECTURAL CRAVINGS FOR DETAL • 6' TO TOP OF PLATFORM FLOOR N.T.S. ASME CODE TEMPERATURE do PRESSURE RELIEF VALVE FULL SIZE DIRT LEG 6' LONG GAS FIRED WATER MATER 001-1): 'A.O. SMITH' 46111-199, 100 GALLON STORAGE, 227 GPH RECOVERY 0 100F RISE, 199,000 811111 INPUT. FULL SIZE DRAIN UNE PIPED TO FLOOR SINK WATER HEATER TO MOUNTED ON PLATFORM & SECURED TO WALL PAN WITH DRAIN PIPED TO FLOOR SINK CLEAN OUT AND ACCESS COVER TO BE FLUSH W/ FLOOR LEVEL N.T.S. FLOOR LINE ROUTE SOIL PIPING TO MAIN W/ 1/4' PER FOOT SLOPE MN. FLOOR CLEANOUT DETAIL WATER REGULATOR PRESSURE GAUGE SODA SHUTOFF BYPASS SUPPOR BRACKET MOUNT ON WALL 45' FROM LEFT HMO CORNER OF OWN 4.V N.T.S. OVEN 1 CCJK*1 --- - -1/2" MALE 3' LONG 3/r FLEX — STAINLESS STEEL OVEN 06 TO OPERATE M1H SUPPLY HATER PRESSURE SEMEN 29 MD 44 PSL VERFY EXACT REQU IREIENTS MiTif OVEN SUPPLER Al ID SET REGULATOR PER Tlf1 DRECION. DECK OVEN WATER SUPPLY DETAIL • ELL VERIFY NTH OWNER FOR WATER SOFTENER PRIOR TO BOOM. (WHERE WATER SOFTENER REQUIRED ONLY). N.T.S. 1 1 1 NOTE: PROVIDE 3/4' UNIONS AT INLET AND OUTLET B \4 -POD WATER FILTER DETAIL rn a 0 y a l0 N 10 12:32 16 GA GALVr. PLATE • GAS — GAS LINE FIREPLACE DETAIL GAS PIPE GAY STRAP FASTEN SLEW SECURELY RECESSED N WALL BYPASS CLG FLUE — SEE SHEET M1 ROUTE NATURAL GAS UNE DOWN BETWEEN FRAMEWORK. PROVIDE GAS REGULATING VALVE PER FIRE PLACE MMIUFACIURER'S RECOI MENDAlIONS. PROVIDE SOH DIRT ACCESS PANEL VALVE AND 111111HtIII1111111IIlIUIIIIIIl1IUIIIII111111IIlIlIII1 • w w w w w t• — 1/2! )NOTE: TRAP PRIMERS SHALL BE LOCATED IN CEILINGS AND /OR UNFINISHED AREAS ONLY TRAP PRIMER DETAIL N.T.S. FLOOR DRAIN DETAIL N.T.S. 4x4x24 TREATED 11000 BLO M GAS PIPE SUPPORT ON ROOF DETAIL 4'0 SCHEDULE 8O PVC SLEEVE — 6' LONG EXTERIOR ERADE (USE CO MEW FOR 3' + 4'0 GAS PIPS) PROVIDE 1/4' GALV. LAG SCREWS COAT NTH MASTIC • CW FINISHED FLOOR - 1/4' FALL IN 36' SEE ARCHITECTURAL FLOOR PATTERN DIAGRAM FOR TILE SURROUND. r SEE FLOOR PLAN FOR CW PIPE SIZE BALL VALVE UNION AUTOMATIC TRAP PRIMER VALVE: PRECISION PLUMBING PROOUCTS DISTRIBUTION UNIT WHERE REQUIRED TE 1/2 TUBING TO FLOOR DRAINS AS REQUIRED. TYPE 'K' SOFT COPPER — NO JOINTS BELOW FLOOR. H' AIR GAP N.T.S. GAS CONNECTION DETAIL N.T.S. WALL CLEANOUT DETAIL N.T.S. NICKEL BRONZE TRACTOR GRATE TOP SEEPAGE OPEMNGS— ALUY1 UM DOME STRAINER z FLOOR SINK DETAIL N.T.S. WF122 7 —FUNNEL 4' HIGNI BOOR ORAN WITH NICKEL BRONZE GRATE RUBBER MEINRMIE INDIRECT DRAIN DETAIL GAS PIPE SIZE — SEE FLOOR PLAN ,—SHUTOFF VALV SHUTOFF E UNION k -r LONG DIRT LEG • EQUIPMENT 7 POUSHED S.S. ROUND ACCESS PLATE NTH COUNTERSUNK SCREW FLUSH W/ WALL SURFACE C.O. PLUG VATH CENTER TAP TO ACCEPT THREADED ROD! 4 DIA. PLUG MITI. BAKERY CAFE: #1215 SYSTEM G2 ( : WARM) PRO ¢ 2006 oN V Z W ~ V =W W= 1:4 LL.Q 1 1 a THIS DOCUMENT IS` RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES ISSUE DATE: 2 -16-07 PROJECT NUMBER: A06 -506 AT106SEIN PROJECT 927 020 DESIGNED BY. DB. SH. GNG CHECKED BY AVA f SHEET NO: P4.1 PLUMBING DETAILS ( OF 7 ) 1 s! t PLUMBING SPECIFICATIONS PART 1 GENERAL 1.01 PURPOSE THESE OUTLNE SPECIFICATIONS ARE NOT INTENDED TO COVER ALL NECESSARY ITEMS. BUT TO SERVE AS A GUIDE TO FURNISH AND INSTALL A COMPLETE PLUMBING SYSTEM AS DESCRIBED HEREIN. 1.02 SCOPE OF WORK FURNISH AND INSTALL THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. THOS SHALL INCLUDE BUT NOT BE UNITED TO THE FOLLOWING EXCAVATION AND BACKFILL REQUIRED FOR THE INSTALLATION OF THE PLUMBING SYSTEMS. CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF THE PLUMBING SYSTEMS. REMOVALS AS REQUIRED AND /OR AS INDICATED. DOMESTIC WATER SYSTEM NCLUDNG PIPING TO ALL FIXTURES OR EQUIPMENT. VALVES, WATER HEATER, CIRCULATING PUMPS, ETC. INSULATION FOR PIPING. SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING PIPING TO ALL FIXTURES OR EQUIPMENT TO A POINT AS INDICATED. GREASE WASTE AND VENT PIPING SYSTEM NCLUDING PIPING TO ALL FIXTURES OR EQUIPMENT TO A POINT AS INDICATED. NATURAL GAS SYSTEM INCLUDING PIPING TO ALL EQUIPMENT. REGULATORS. VALVES, ETC. CONDENSATE OR INDIRECT DRAIN PIPING FROM EQUIPMENT. FORE STOP INCLUDING SLEEVES TH RU RATED WALLS AND FLOORS. ALL VALVES. FITTINGS. HANGERS. SLEEVES. ESCUTCHEON PLATES, ANCHORS. GUIDES. ETC.. REQUIRED FOR THE PLUMBING SYSTEM NSTA1 .ATION. CHLORINATION. NATION. TESTING, ADJUSTMENT AND CLEANING OF ALL SYSTEMS AND EQUIPMENT. INSTRUCTION OF OWNERS PERSONNEL AND OPERATING MANUALS FOR ALL EQUIPMENT. PERMITS. APPLICATIONS, TESTS AND ANY OTHER FEES RELATED TO THIS WORK. SUBMITTALS WARRANTY 1.03 CONTRACT DRAMANGS N GENERAL, DRAWINGS ARE SCHEMATIC N NATURE AND ME INTENDED AS A GUIDE TO THE CONTRACTOR. BUT DO NOT NECESSARILY SHOW ALL DETAILS. OFFSETS. ETC. ALL DRAWINGS ARE TO BE THOROUGHLY INSPECTED. THE CONTRACTOR'S WORK SHALL CONFORM TO THE INFORMATION CONTAINED IN MIS SPECIFICATION AND /OR AS INDICATED IN THE LATEST REVISION OF THE DRAWINGS REFERRED TO DiEREN. THE CONTRACTOR SHALL CONSULT MATH NE ENGINEER REGARDING ALL QUESTIONS ON WHICH HE MAY BE N DOUBT BEFORE PROCEEDING MATH FABRICATION OF PARTS AFFECTED THE CONTRACTOR SHALL PREPARE ALL ADDITIONAL DETAIL OR FIELD NSTALLATION DRAWINGS NECESSARY AT HIS OWN EXPENSE. TIE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THE ENGINEER'S LAYOUT DRAMS AND DETERMINE IF ANY CHANGES ARE REQUIRED N CONDUITS. PIPING RUNS, DRAWS, ETC.. TO AVOID INTERFERENCE. MAJOR CHANGES SHALL NOT BE MADE WITHOUT THE APPROVAL OF THE ENGINEER. WHNAE THE DRAWINGS ARE TO BE ADHERED TO AS CLOSELY AS POSSIBLE, THE CONTRACTOR HAS THE RIGHT TO VARY THE RUN OF CONDUITS. PIPING AND /OR DUCTS DURING PROGRESS OF TIE WORK AS MAY BE FOUND NECESSARY OR DESIRABLE TO AVOID INTERFERENCES_ MAJOR REVISIONS SHALL BE VERIFIED 111TH THE ENGINEER. L04 VERW1CAl N BEFORE RUINING ANY CONDUITSS, OUCTS, PPNG, ETC.. WITHIN THE BUILDING. THIS CONTRACTOR SHALL ASSURE HIMSELF THAT THEY CAN BE NSTAUTD AS CONTEMPLATED WITHOUT TRAPPING OR INTERFERING WITH COLUMNS. BEAMS. PIPING. FIXTURES. ETC. ANY NECESSARY MAJOR DEVIATION SHALL BE REFERRED TO TIE ENGINEER FOR ADJUSTMENT BEFORE LINES ARE RUN, AT NO RNCREASE IN CONTRACT PRICE. OF NECESSITY, OPENINGS. SUPPORTING STEEL. FELD -BUILT CURBS, ELECTRICAL DATA. SPACE REQUIREMENTS. ETC., WERE OESIG+ED AROUND SPECIFIC PARAMETERS. WHEN THE CONTRACTOR DETERMINES THE MAKE OF EQUIPMENT TO 8E PROVIDED FOR NE JOB, IT SHALL BE HIS RESPONSIBILITY TO VERIFY AND COORDINATE UNIT OMMENSIONS WITH THE GENERAL CONTRACTOR AND ALL OTHER INTERESTED CONTRACTORS ON THE JOB. IT SHALL ALSO BECOME THE CONTRACTOR'S RESPONSIBILITY TO CHANGE AS NECESSARY, THROUGH THE ENGINEER. ALL REQUIRED OMEiSIONS SO THAT OPENINGS, SUPPORTING STEEL. CURBS, ELECTRICAL DATA. ETC.. MALL FIT THE EQUPMENT SUPPLIED. ANY ADDITIONAL COST WILL BE 111E SOLE RESPONSRIUTY OF THIS CONTRACTOR. IN ADDITION; ELECTRICAL POSER. INTERLOCK AND CONTROL DIAGRAMS AND PIPING ARRANGEMENTS WERE DESIGNED AROUND ONE SPECIFIC MANUFACTURER. IF ADDITIONAL WRING. PIPING CONTROLS. ETC., ARE REQUIRED FOR OTHER EQUIPMENT. THIS CONTRACTOR SHALL INCLUDE THE COST OF THE SAME N HIS PRICE. DIMENSIONS, ELEVATIONS AND RELATIVE LOCATIONS OF COSTING EQUIPMENT. SEWERS, PIPES. DUCTS. CONDUITS. ETC.. IN PLACE AS SHOWN ON THE DRAWINGS. ARE TAKEN FROM AS -BUILT AND RECORD DRAWINGS AND ARE DEEMED RELIABLE ONLY INSOFAR AS GENERAL LAYOUT IS CONCERNED. SUCH DIMENSIONS SHALL NOT BE USED FOR LAYOUT DRAWINGS NOR DETAANG OF COMPONENTS. THE RESPONSIBILITY FOR CHECKING IN PLACE ITEMS WILL BE THE CONTRACTORS. ALL MEASUREMENTS, THE EXACT DETERMINATION OF RELATIVE ELEVATIONS OR LOCATIONS. THE ASCERTANNG OF ACCURACY OF AU. GIVEN ELEVATIONS AND DIMENSIONS AND THE OBTAINING OF ALL NECESSARY ADDITIONAL INFORMATION TO INSURE THE PROPER FIT AND COORDINATION OF ALL CONDUIT EQUIPMENT. DUCTS, AND PIPING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. J.05 SITE VISIT ALL CONTRACTORS BIDDING THE WORK INDICATED THROUGHOUT THESE CONTRACT DOCUMENTS ARE REQUIRED TO VISIT, AND THOROUGHLY EXAMINE THE PROJECT SITE AND ITS ASSOCIATED CONDITIONS. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF MATH ALL EXISTING CONDITIONS UNDER WINCH THIS WORK MUST BE PERFORMED. ALL CONTRACTORS SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO SUSMIT1NG A BID PROPOSAL FAILURE TO 00 SO SHALL BE DEEMED AS ACCEPTANCE OF DOSING CONDITIONS. NO ADDITIONAL COMPENSATION WILL BE CONSIDERED FOR ANY DEVIATIONS OR DISCREPANCIES TO THESE PLANS AFTER A CONTRACTOR HAS BEEN SELECTED. 1.06 GUARANTEE THE CONTRACTOR GUARANTEES BY HIS ACCEPTANCE OF THE CONTRACT THAT ALL WORK WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND /OR MATERIALS AND THAT AU. APPARATUS WILL DEVELOP CAPACITIES AND CHARACTERISTICS SPECIFIED. SHOULD ANY DEFECTS N 1NORKMANNSHP, AND /OR MATERIALS REQUIRE REDESIGN OF ANY PART OF THE ELECTRICAL. MECHANI CAE. PLUMBING. OR ARCHITECTURAL LAYOUT, ALL SUCH REDESIGN AND ALL NEW DRAWINGS AND DETAILING REQUIRED HEREOF SHALL, WITH THE APPROVAL OF THE ARCHITECT. I3E PREPARED BY THE CONTRACTOR AT HIS OWN EXPENSE. MERE SUCH APPROVED DEVIATION REQUIRES A DIFFERENT QUANTITY AND ARRANGEMENT OF DUCTWORK, PIPING. WIRING, CONDUIT AND /OR EQUIPMENT FROM THAT SPECIFIED OR DETAILED ON THE DRAWINGS. WITH THE APPROVAL OF THE ARCHITECT, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SUCH MATERIALS AND /OR EQUIPMENT REQUIRED BY THE SYSTEM AT NO ADDITIONAL COST TO THE OWNER. 1.07 SUBMITTALS AFTER RECOING APPROVAL OF EQUIPMENT MANUFACTURERS AND PRIOR TO DELIVERY OF ANY MATERIAL TO JOB SITE AND SUFFICIENTLY N ADVANCE OF THE REQUIREMENTS TO ALLOW ARCHITECT AMPLE TIME FOR CHECKNG. SUBMIT FOR REVIEW DETAILED DIMENSIONED DRAWINGS AND/OR EQUIPMENT CUT SHEETS SHOWING CONSTRUCTION SIZE, ARRANGEMENT. OPERATING CLEARANCES. PERFORMANCE CHARACTERISTICS AND CAPACITY OF MATERIAL AND EQUIPMENT. SHOP DRAWINGS SHALL SHOW THE RATINGS OF ITEMS AND SYSTEMS AND HOW THE COMPONENTS OF AN ITEM AND SYSTEM ARE ASSEMBLED. FUNCTION TOGETHER AND HOW THEY YAU- BE INSTALLED ON THE PROJECT. DATA AND SHOP DRAWINGS FOR COMPONENT PARIS OF AN ITEM OR SYSTEM SHALL BE COORDINATED AND SUBMITTED AS A UNIT. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO HAVE THE MECHANICAL CONTRACTOR PREPARE 'As—BUtr RECORD DRAWINGS N ACCORDANCE WITH THESE CONTRACT DOCUMENTS. T 08 OUTING PATCHING & FINISHING PROVIDE CUTTNG AND PATCHING OF AU. MATERIALS NECESSARY FOR THE INSTALLATION AS INDICATED OR SPECIFIED. NEATLY REMOVE AND LEGALLY DISPOSE OF PLUMBING COMPONENTS AND ITEMS NO LONGER IN USE. PROTECT THE STRUCTURE, FURNISHINGS. FMS AND MATERIALS ADJACENT TO THE AREA OF CUTTING AND PATCHING PATCH EXISTING FINISHED SURFACES AND EQUIPMENT USNG NEW MATERIALS AND METHODS, TO MATCH ADJACENT WORK, U1UZNG EXPERIENCED * STAMfRS. PATCHING OF FEE RATED PARTITIONS. CDENGS AND OTHER ASSEMBLIES. SHALL MATCH THE RATING OF THE RATED BARRIER MATH MATERIALS LISTED AND IDENTIFIED FOR SUCH USE. AND SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE GENERAL TRADES SPECIFICATIONS. N AREAS WHERE NEW FINISH WORK BY THE GENERAL CONTRACTOR IS NOT INCLUDED N 1HE PROJECT, THIS CONTRACTOR SHALL REPAIR AND /OR RESTORE FINISHES TO MATCH ADJACENT FINISHES. OPENINGS AROUND PIPING OR N SLEEVES FOR PIPING PENETRATING FIRE -RATED FLOOR SLABS, WALLS. PARTITIONS. CEILINGS, OR SMOKE PARTITIONS, STEM BE SEALED AT BOTH SIDES OF THE PENETRATION. INSULATION SHALL NOT EXTEND THROUGH SLEEVES. PACK OPENINGS MATH CALCIUM SILICATE BLOOC, DOW CORNING 3 -6548 RTV SILICON FOAM. 3M CP25 CAULK, OR 303 PUTTY FIRE BARRIER SYSTEM OR MATERIAL HAVING DIE SAME FIRE -RATING AS THE FLOOR OR WALL PENETRATED. FIBERGLASS IS NOT ACCEPTABLE. 1.09 CONNECTIONS TO EXISTING WORK PLAN THE INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO INSURE IMAM INTERFERENCE Y4TH DE REGULAR OPERATION OF THE COSTING FACTURES SUBMIT TO DIE ARCHITECT. FOR HIS APPROVAL. A PROGRESS SCHEDULE RNDICATNG ALL NECESSARY TEMPORARY SHRUTDOWANS OF EXISTING SERVICES AU. SHUTDOWANS SHALL BE MADE AT SUCH TIMES AS WILL NOT INTERFERE WITH REGULAR OPERATION OF THE EXISTING FACTURES AND ONLY AFTER %RITTEN APPROVAL FROM THE ARCHITECT. UNLESS OTH RWNSE NOTED, ALL WORK INDICATED THROUGHOUT THESE DRAWINGS SHALL BE CONSIDERED TO BE NEW WA)RK AND SHALL BE INCLUDED AS AN INTEGRAL PART OF THIS CONTRACT. 1.11 CLOSE -OUT CONTRACTOR SHALL PROVIDE FIELD TESTING. CHECK -OUT AND SYSTEM DEMONSTRATIONS TO OWNER TO ASSURE PROPER PERFORMANCE AND ADJUSTMENT OF ITEMS PROVIDED UNDER THE CON TRACT. REMOVE ALL DEBRIS CREATED BY THE CONSTRUCTION WORK AND CLEAN ALL EQUIPMENT. MR DEVICES. ETC.. INSIDE AND OUTSIDE. PROVIDE HARDBOUND BINDER WINCH INCLUDES: COPIES OF EACH SHOP DRAWING, PREVENTATIVE MAINTENANCE PROCEDURES. OPERATION AND NSTRUCTKON MANUALS, LITERATURE SUPPLIED NTH PLUMBING EQUIPMENT. AND A LIST OF ALL CONTRACTOR'S PURCHASE ORDERS MATH SUPPLIERS, NAMES, ADDRESSES AND PHONE NUMBERS, FOR ALL MATERIALS. PROVIDE AT LEAST 2 HOURS OF INSTRUCTION TO PERSONNEL SELECTED BY THE OWNER, TO FAMILIARIZE THEM WITH THE LOCATION OF SIGNIFICANT EQUIPMENT. IRAN THEM ON EQUIPMENT FUNCTIONS, REVIEW MAINTENANCE PROCEDURES AND COORDINATE INFORMATION AVAILABLE IN THE CLOSE -OUT BINDER. ASME 831.9: 'BU.DING SERVICES PIPING' FOR MATERIALS, PRODUCTS, AND INSTALLATION. SAFETY VALVES AND PRESSURE VESSELS SHALL BEAR THE APPROPRIATE ASME LABEL 1997 UNIFORM PLUMBING CODE & ORDNANCE #18964, 20312 AND 1999 BOCA NATIONAL BUILDING CODE & ORDNANCE f20311. NATIONAL RECOGNIZED TESTING LABORATORY AND NEMA COMPLIANCE (ARIL): HANGERS. SUPPORTS AND COMPONENTS SHALL BE LISTED AND LABELED BY A NNRII WHERE USED FOR FIRE PROTECTION PIPING SYSTEMS. THE TERM 'NRIL' SHALL BE DEFINED N OSHA REGULATION 1910.7. L13 QUALITY ASSURANCE TESTING AND INSPECTION PROCEDURES ARE REQUIRED TO BE IMPLEMENTED ON THIS PROJECT AND SHALL COMPLY WITH ALL APPLICABLE PORTIONS OF ANSI 831.1. 'CODE FOR PRESSURE PIPING' LATEST EDITION. PART 2 PRODUCTS 2.01 GENERAL THE MANUFACTURERS REFERENCED THROUGHOUT THIS OUTLINE SPECIFICATION ARE INCLUDED AS A BASIS OF DESIGN. SUBMISSION OF ALTERNATE MANUFACTURERS OF SIMILAR EQUIPMENT IS SUBJECT TO ENGINEER APPROVAL. UNITS OF EQUIPMENT, OTHER THAN THOSE LISTED AS THE BASIS OF DESIGN, MUST BE PROVEN TO BE PHYSICALLY ACCEPTABLE, IN ADDITION TO MEETING AU. PERFORMANCE AND EQUPMENT SPECIFICATIONS. UABiUTY OF NON - CONFORMANCE SHALL LIE WITH THE CONTRACT0R/SUBMNTiER. 202 PIPING A SANITARY WASTE - NSIDE ALONG UNDERGROUND ASPHALT-COATED SERVICE WEIGHT CAST IRON. HUB AND SPIGOT WITH NEOPRENE RUBBER GASKET. PLASTIC PVC SCHEDULE 40 ASTM D2665 -82. OWV MATH SOLVENT WELDED SOCKET JOINTS B. SANITARY WASTE & VENT - N QNG ABOVEGROUND ASPHALT - COATED SERVICE EIGHT CAST IRON. HUB AND SPIGOT WITH NEOPRENE RUBBER GASKET. ASPHALT - COATED SERVICE WEIGHT CAST IRON. HJBLESS END. JOINTS FOR SANITARY AND VENT 'CLAMP -ALL' E30. PLASTIC PVC, SCHEDULE 40 ASTM D2665 -82 OWV MATH SOLVENT WELDED SOCKET JOINTS (NOT PERMITTED N RETURN AR PLENUMS). C`DOMESI1C wATFR - NSDE BuaDING I H TYPE 'K' SOFT COPPER TUBE ASTM 888 -83A WITH NO JOINTS F POSSIBLE, OIHIERINSE SOLDERED 10H PRESSURE RATED FITTINGS. D. DK SDC WATER - NSDE BUILDING ABOyEGROIRRD 3' AND SMALLER: TYPE 'L' HARD TEMPER COPPER WITH SOLDERED JOINTS AND WROUGHT STANDARD WEIGHT PRESSURE RATED FITTINGS. E, RELIEF VALVE DISCHARGE TYPE 1' COPPER WITH SOLDERED JOINTS AND WROUGHT STANDARD WEIGHT FITTINGS. F NATURAL GAS - RIME BUIDNG ABOVEGROUND 2' AND SMALLER, LESS THAN 5 PSI: SCHEDULE 40, BLACK STEEL, ASTM A -53 WITH SCREWED JOINTS AND 150E BLAOC MALLEABLE RCN FITTINGS. 2,03 VALVES BALL - 125 PSI. BRONZE BODY. TEFLON MIL 'WATTS' B-5000 YIiH EXTENDED HANDLE SLEEVE FOR IISNJLATIAN. CHECK - 125 PSI, BRONZE BODY AND TRH 'tom' 37 B. NATURAL GAS PIPING BALL. 2' AND SMALLER 125 PSI. SCREWED ENDS, BRONZE BODY, TEFLON TRIM, 'WATTS' 8-6000. C. APPROVED MANUFACTURERS WATTS. CRANE, GRNNELL. NORDSTROM, NIBCO, STOCKHAM. SMITH, MILWAUKEE. 204 PLUMG SPECIALTIES A. WATER HAMMER ARRESTER (I NA) WATER HAMMER ARRESTER SHALL BE AS MANUFACTURED BY 'PRECISION PLUMBING PRODUCTS INC. ' (SIZE TO CORRESPOND WITH PLUMBING AND DRAINAGE INSTITUTE STANDARD P01 - WH201 AND ASSE /1010 STANDARD). APPROVED MANUFACTURERS: PRECISION PLUMBING PRODUCTS OR ZURN. a. PRESSURE BACKFLOW PREVENTION DEVICE BA KFLOW PREVENTION DEVICE SHALL BE TESTED AND CERTIFIED UNDER ASSE STANDARD /1013 USCFCC MANUAL. AWWA STANDARD C506 AND BE APPROVED BY EPA, LOCAL AND STATE CODES. (1/2' THBtU 2') REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE SHALL INCLUDE SHUTOFF VALVES, STRAINER, TEST COCKS, AND FULL SIZE DRAIN WITH AIR GAP CONNECTION DEICE. - WATTS - 009 -S. APPROVED MANUFACTURERS: WATTS. COMBRACO, WNUONS. FEBCO C TRAP PRIM£tt TRAP PRIMER VALVE SHALL AUTOMATICALLY MAINTAIN A CONSTANT WATER SEAL N UP TO FOUR FLOOR DRAIN TRAPS. UNIT SHALL BE MACHINED OF CORROSION RESISTANT BRASS AND CONTAIN NO SPRINGS OR DIAPHRAGMS. ADJUSTABLE TO HIGH OR LOW WATER PRESSURE. INLET OPENING 1/2' MALE NPT, OUTLET 1/2' FEMALE NPT. 'PRECISION PLUMBING PRODUCTS, INC. PRIM -RITE' (PR -500). TRAP PRIMER PIPING SHALL PITCH TOWARD THE DRAIN TRAP, MINIMUM OF 1/8' PER FOOT. APPROVED MANUFACTURERS: PRECISION PLUMBING PRODUCTS. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL DIGITAL THERMOMETER WITH VARIABLE ANGLE DISPLAY SIMILAR TO NESS MODEL SERIES 'DVBM'. 295 PLUMBING FIXTURES A. MIFRAL THE CONTRACTOR SHALL FURNISH. INSTALL. AND CONNECT AU. PLUMBING FIXTURES AND SPECI ALTES. AND TRIM AS SHOWN ON THE DRAWINGS AND AS HEREINAFTER DEAD IT IS TIE RESPONSIBUTY OF THE CONTRACTOR TO VERIFY THE LOCATION, MOUNTING HOGHTS, ETC.. OF FACTURES WITH THE PLUMBING AND ARCHITECTURAL MAYANS. B ACCESSORIES ANND TRIM PLUMBING FIXTURES SHALL BE COMPLETE. WITH ALL REQUIRED TRIM. INCLUDING FAUCETS, WASTE PLUGS, TRAPS, SUPPLES, STOP VALVES, ESCUTCHEONS. BOLT CAPS AND ALL NECESSARY HANGERS, CARRIERS. PLATES, BRACKETS, ANCHORS AND SUPPORTS. C.J1XTURE SETTING FIXTURES SHALL BE SET N A NEAT. FINISHED. AND UNIFORM MANNER MAKE THE CONNECTIONS TO ALL FIXTURES AT RIGHT ANGLES TO THE WALL, UNLESS OTHERWISE DIRECTED. LAM ALL FIXTURES REQUIRING TRAPS SHALL BE FURNISHED NTH HEAW DUTY CHROME PLATED CAST BRASS TRAPS, TAL PIECES AND TUBING DRAINS. E. STOPS AND RISERS ALL FIXTURES SHALL BE FURNISHED MATH HEAW DUTY COMMERCIAL GRADE SUPPLY STOPS, LOOSE KEY TYPE WITH CHROME PLATED FLEXIBLE RISERS. REFER TO THE FIXTURE SCHEDULE ON DRAWINGS FOR ADDITIONAL REQUIREMENTS. G APPROVED MANUFACTURERS FIXTURES - KOHL.ER, AMERICAN STANDARD. CRANE, EL ER. FIAT, SWAN FLUSHOMETERS - SLOAN. ZURN FAUCETS - KOHLER, AMERICAN STANDARD, CRANE. ELDER, ELKAY. DELTA, MOEN, SPEAK MAD. CHICAGO. MORNS MIXING VALVES - POWERS, LEONARD. SYMMONS STAINLESS STEEL SINKS - EUUAY. JUST 2.06 PIPE TION A . 6EPERAL SULA ALL INSULATION. UNLESS OTHERWISE NOTED, SHALL HAVE A COMPOSITE RATING NCLUDNG INSULATION ADHESIVES, JACKET, ETC., AS FOLLOWS. THE COMPOSITE ASSEMBLY SHALL HAVE A FLAME SPREAD RATING NOT OVER 25 AND A SMOKE DEVELOPED RATING NOT HIGHER THAN 50. INSULATION SHALL BE MANUFACTURED BY OVENS-CORNING, KNAUF OR ARMSTRONG AND THERMALLY EQUIVALENT TO THE OMENS- CORNNG MATERIALS SPECIFIED. THE PIPING INSTALLATION MATERIAL SHALL BE A UL- RATED, NON COMBUSTIBLE PIPE INSULATION RECOMMENDED FOR BOTH HOT AND COLD PIPING. INSULATION SHALL BE HEAVY DENSITY SECTIONAL PIPE INSULATION JACKETED VITH AN EMBOSSED VAPOR BARRIER LAMINATED ALL- SERVICE JACKET WITH SELF - SEALING LAP ADHESIVE LAP AND SEAL ALL JOINTS TO INSURE VAPOR BARRIER. THERMAL CONDUCTIVITY (K) SHALL NOT EXCEED 024 BTUH SQUARE FOOT FINCH. INSULATION SHALL EQUAL OVENS- CORNING FIBERGLASS 25 ASJ/SSL THICKNESS AS PER TABLES N OTHER SECTIONS OF THESE SPECIFICATIONS. IF STAPLES ARE USED ON COLD WATER LINES, APPLY MOTE VAPOR BARRIER MASTIC OVER STAPLES. AT HANGERS, PROVIDE GALVANIZED SHIELD EXTENDING 12' ON EACH SIDE OF HANGER. WHERE FIBERGLASS IISUATION ON PIPING IS USED, PIPE FITTINGS SHALL BE COVERED WITH INSULATING CEMENT OF A THICKNESS EQUAL TO ADJACENT PIPE INSULATION AND WRAPPED YAM GLASS CLOTH. N LIEU OF BUILDING UP A FiTTNG 1MTH NSULATNG CEMENT, A PREFORMED INSULATING FITTING COVER SUCH AS ZESTON 25/50 RATED PVC INSULATED FITTING COVER WITH FIBERGLASS INSERT MAY BE USED. ONLY NSULATNG MATERIALS MEETING THE 25/50 FLAME SPREAD AND SMOKE DEVELOPED RATINGS ARE ALLOWABLE IN AIR DUCTS, AIR CHASES OR AIR PLENUMS. N LIEU OF FIBERGL ASS, DOMESTIC HOT AND COLD WATER 1MTH vr PIPE SIZE 1/2' THICK 25/50 RATED CELLULAR PLASTIC FOAM INSULATION EQUIVALENT TO AP ARIAAFLOO MAY BE USED AT 'S C WITH MANUFACTURER CONTRACTOR WRITTEN INNSTRUCTIONS` HANGERS, PROVIDE IN ACCORDANCE GALVANIZED SHIELD EXTENDING 12' ON EACH SIDE OF HANGER. B. PIPING INSULATION MIC KNNESS DOMESTIC COLD WATERS 2' AND BELOW - 1/2' THICK MIAIMICITQLWAILILLIKCIM 1' AND BELOW - 1,2' THICK 1 -1/4' TO 4' - 1 THICK ALL IAVATOREE EXPOSED PIPING SUCH AS P- TRAPS. HOT AND COLD WATER SUPPLIES AND STOP VALVES SHALL BE PROVIDED WITH PRE - FABRICATED MUTATION KITS SIMILAR TO ` TRUE -BRO' HANOI-UV GUARD KIT MODEL 1102W. APPROVED MANUFACTURERS TRUE -BRO. SKAL GARD AND INSUL-TECT. C EQUIPMENT AND ACCE590RES NSULAiION: DOMESTIC HOT WATER ACCESSORIES & EQUIPMENT: VALVES, FLAMES. STRAINERS. AIR EUMIATORS, AND EXPANSION TANKS. COLD WATER ACCESSORIES & EQUIPMENT: VALVES, FLANGES AND STRAINERS. PART 3 EXEtliflON A. ALL EQUIPMENT INSTALLATION PROCEDURES SHALL BE BASED ON FUNDAMENTAL ENGINEERING AND CONSTRUCTION PRINCIPLES N CONFORMANCE WITH ALL APPLICABLE CODES, STANDARDS AND ORDINANCES. B. THE PLUMBING CONTRACTOR SHALL L NSTALL ALL PLUMBING EQUIPMENT IN CONFORMANCE WITH MANUFACTURER ISSUED NSTRUCTiONS AND RECOMMENDATIONS. C. THE PLUMBING CONTRACTOR SHALL NOT KNOWINGLY INSTALL WORK THAT IS N ERROR. D. PROVIDE ONE (1) YEAR WARRANTY ON ALL LABOR AND MATERIALS UNLESS NOTED OTHERWISE. E THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES REQUIRED FOR NS WORK. F. THE PLUMBING CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS Of NS COMPLETED WORK. G. THE SYSTEMS REPRESENTED IN THESE CONTRACT DOCUMENTS HAVE THE INTENT OF PROAIDRNG ENERGY-EFFICIENT, SAFETY AND COMFORT FOR THE PROPOSED FACILITY. H. THE PUJYBING CONTRACTOR SHALL COORDINATE HS WORK WITH ALL OTHER TRADES ON THE PROJECT. • 4 PDT • • BAKERY CAFE: #1215 SYSTEM: 32 (WARMl PROTOTYPE I$ WI E 2008 THIS DOCUMENT IS RELEASED FOR PURPOSE OF INTERIM 95% REVIEW. IT IS NOT TO BE USED FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES I') N tetj W LLGJ Q i l f j O H CC W W v Q m v ISSUE OATS: 2 -16-07 PROJECT NUMBER: A06 -506 ABOSSEIN PROJECT: S270Q0 DES1G ED BY: DB. SH. GNG DECKED BY AVA: SHEET NO P4.3 PLUMBING SPECFTCAATIONS ( OF 7 )