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Permit D08-515 - COSTCO - DELI REMODEL
COSTCO DELI REMODEL 400 COSTCO DR D08 -515 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Tenant: Name: COSTCO DELI REMODEL Address: 400 COSTCO DR , TUKWILA WA City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: SADE PAUL +ELEANOR Address: 585 POINT SAN PEDRO RD , SAN RAFAEL CA 94901 Phone: Contact Person: Name: TRAVIS MORTON Address: 1110 112 AVE NE SUITE 500 , BELLEVUE WA 98004 Phone: 425 - 463 -1585 Contractor: Name: FERGUSON CONSTRUCTION INC Address: PO BOX 80867 , SEATTLE WA 98108 Phone: 206 - 767 -3810 Contractor License No: FERGUCI000LA doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -515 Issue Date: 01/30/2009 Permit Expires On: 07/29/2009 Expiration Date: 06/01/2010 DESCRIPTION OF WORK: TENANT REMODEL TO INCLUDE NEW DISH PREP, NEW ROTISSERIE, NEW ROTISSERIE PREP, NEW DELI COOLER, NEW DELI CASE AND A NEW TIRE CENTER ANWING. PUBLIC WORKS ACTIVITY INCLUDE SANITARY SEWER/CONNECTION OF NEW GREASE WASTE LINE TO THE EXISTING GREASE INTERCEPTOR (SEE SHEET M -1). Value of Construction: $548,292.00 Fees Collected: $7,737.10 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0019 D08 -515 Printed: 01 -30 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City diiTukwila 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 Flood Control Zone: Hauling: N Start Time: Land Altering: Volumes: Cut 0 c.y. Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Y N The granting of this permit does not pres construction or the performance of work. Signature: (7.11-74%L. ,L Print Name: Ckk ¢-t (.t0p --o■ doc: IBC -10/06 Private: Profit: N Private: Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Public: Non - Profit: N Public: Date: 611 ,7" 1 D08 -515 01/30/2009 07/29/2009 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit. Date: 1 0 4 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -515 Printed: 01 -30 -2009 Parcel No.: 2523049063 Address: Suite No: Tenant: 1: ** *BUILDING 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 400 COSTCO DR TUKW COSTCO DELI REMODEL PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 5: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 14: All wood to remain in placed concrete shall be treated wood. D08 -515 ISSUED 12/10/2008 01/30/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: 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. 11: 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. 12: 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. 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. D08 -515 Printed: 01 -30 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 16: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 17: Manufacturers installation instructions shall be available on the job site at the time of inspection. 18: 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. 19: 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. 20: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 21: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 22: 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. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 25: 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) 26: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 27: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 28: 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) doc: Cond -10/06 D08 -515 Printed: 01 -30 -2009 • • 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 29: 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) 30: 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) 31: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 32: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 33: U.L. central station supervision is required. (City Ordinance #2050) 34: All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 35: 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) 36: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 37: 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. (1FC 1008.1.8.1) 38: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 39: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 40: Maintain sprinlder 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) 41: 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) 42: 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 sprinlder systems and all modifications to sprinlder 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) 43: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and doc: Cond -10/06 D08 -515 Printed: 01 -30 -2009 • 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 City Ordinance #2051. 44: Local U.L. central station supervision is required. (City Ordinance #2051) 45: 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) 46: 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) 47: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 50: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 51: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 52: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 53: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 54: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 55: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 56: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 57: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 58: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 59: Any material spilled onto any street shall be cleaned up immediately. 60: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 61: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. doc: Cond -10/06 D08 -515 Printed: 01 -30 -2009 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: ,( lr„ Print Name: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us C-- sr00N04_ T Ltd'? Jrrn I doc: Cond -10/06 D08 -515 Date: • 3 6 • °1 ordinances governing or local laws regulating Printed: 01 -30 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Site Address: Linn CioSTCA Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Tenant Name: G0STC o (l6 y-nL ESA LE C.0 - pniz.A r ctr Property Owners Name: PAUL..- f- ELEA r\fOQ_ SA f)l 'r2 U T Mailing Address: rN �ttt —d l it.t,S Goys F-r AL.AMO City CONTACT PERSON — who do we contact when your permit is ready to be issued Name: T -AVIS 1\1Oe.Tbn1 Mailing Address: l ( I. 0 f f aru AVENUE E -Mail Address:` - CAV tS - 1\-4 c Toni M vt,v, rvNYvt a - cowl GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: Gee t•fZLL S NE E lZ Cat u 5 n dU CA) K1 S Y213 Cx'L 4>In \ '7 if 33 Fll ru Ave.tvf V . P.n. ?)oe2`7 SEArrt= wA 981 o E -Mail Address:GeE &W GUSO1l fsN b'r7Q Contractor Registration Number: F'GLIC. /000 LA Company Name: Mailing Address: [ (2-A YIS Nil fa E -Mail Address: I .AVtS . 1\o� @._ ULYA . CzM Contact Person: M U VArvr.JY AP-t rtt C— "RJ2.e 1 1 to (ld AvENvE NE Su try 50B FEI.,t,FV City Day Telephone: Fax Number: Building Permit No. -J 3— 5 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 2,5a3C`(9 0 30 Suite Number: t /A Floor: kVA Day Telephone: 4 a5 . t-f (0 3 • 158S Sc I TC 500 RE-LeVUr" City Fax Number: q . (0 CO a City Day Telephone: Fax Number: Expiration Date: New Tenant: ❑ Yes ®. No CA State o /A Igo0 State Zip State Zip aocG•• ' 7(01. 38(o ).o A55 • 30LI-o C /o, 1.20/6 Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record kAiPt 1800q State Zip �. 1 1 • 1 1 -05 • 4 C23 • ZOt7a ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: EN &- t ntEE25 r\JofzTt+ i.Es �NL • Mailing Address: (n 5La9 vJo0 A\,E. N Contact Person: 5e) F P_ - _A (C,tkLt E -Mail Address: F,oP,P aC EN W 'NEATTu f . Gam Q: \Applications \Fortes- Applications On Linz\3-2006 - Permit Application_doc Reeised: 9 -2006 bh e T1 LE City Day Telephone: Fax Number: State ZOto . eo(e9A ° I�dIIS Zip ZO to 5 a. 5 . '7 S tQ () Page I of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 54 2`13.. 00 Scope of Work (please provide detailed information): Off- \A)rEx_ thle,t,vtt7F'S A4 Ne FISH- CEP New ID ELT. coo L,E1Z. - 1\1 t i L C.A 7'r'o 4 kl AI 1 Q - l■rTE2 AwnllNlrt Will there be new rack storage? ($ Yes 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: Will there be a change in use? ❑ Yes ® No If ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS; ® Sprinklers El Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes GI No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q \ Applications \Forms-Applications On Line \3 -2006 - Permit Application_ doe Revised 9 -2006 bh Existing Building Valuation: $ 1(o,Q1`1, �oT1sS lU�� h1 tn1 e.6t-tssEE, PEE , NelAI ❑.. No If yes, a separate permit and plan submittal will be required. Handicap: Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ls` Floor /22,gi( S.F. a, 4 5.e. C SF. c s.. V - P5 M r Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 54 2`13.. 00 Scope of Work (please provide detailed information): Off- \A)rEx_ thle,t,vtt7F'S A4 Ne FISH- CEP New ID ELT. coo L,E1Z. - 1\1 t i L C.A 7'r'o 4 kl AI 1 Q - l■rTE2 AwnllNlrt Will there be new rack storage? ($ Yes 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: Will there be a change in use? ❑ Yes ® No If ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS; ® Sprinklers El Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes GI No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q \ Applications \Forms-Applications On Line \3 -2006 - Permit Application_ doe Revised 9 -2006 bh Existing Building Valuation: $ 1(o,Q1`1, �oT1sS lU�� h1 tn1 e.6t-tssEE, PEE , NelAI ❑.. No If yes, a separate permit and plan submittal will be required. Handicap: Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206 - 433 -0179 Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Aw Call before you Dig: 1- 800 - 424 -5555 Scope of Work (please provide detailed information): 'I ?-)c nevr Wov V t+--ucs A Nv Ots; -1 Pe-t3 P NE IP-x:5T \ SSFTai, , IVEw Pre-t P � NF, tAl DV Cntn LEP � 'Nev./ DE —I- GA SE Ar.tn A NE Tt V Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #I25 Is ... Water Availability Provided e tic System: • On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. S bmitted with Application (mark boxes which apply): .. . Civil Plans (Maximum Paper Size-22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Pr posed Activities (mark boxes that apply); ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public Q \ Applications \Forms - Applications On Line \3 -2006 - Permit Application_doc Revised- 9 -2006 bh ❑ ... Val Vue ❑ .. Renton ... • Sewer Availability Provided ❑- ❑ ❑ ❑ ❑ .. Highline ❑.. ❑.. . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line WO # WO # WO # Private Private Geotechnical Report Maintenance Agreement(s) ❑ .. Right- of-way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ ...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) Day Telephone: City State Zip Day Telephone: City State Zip Page 3of6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <IOOK 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 Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct 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 Incinerator — Comm /Ind MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: -1-12-,p Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Use: Residential: New .... ❑ Commercial: New .... ❑ City State Zip Day Telephone: Fax Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Replacement .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q: \Applications \Forms- Apphcalions On Line \3 -2006 - Permit Application. doe Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent - 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 ING AND - GAS:PIPING PERMIT INFORMATION. - -��206 =431 -36'10 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\ Applications \Forms- Applications On L ne \3 -2(06 - Permit Application.doc Revised: 9-2006 bh Page 5 of 6 Date Application Accepted: id 1 _ 10 _ D 05 Date Application Expires: OH O Staff Initials: PERMIT APPLICATION NOTES — Applicable to all permits in th . ap;plication Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: CZ ;4,444 Print Name: CHZtsrnPHF12 'TC -V t S " M o P- -TO►'■ Day Telephone: t4 a.S . 4 ( 1686 Mailing Address: l l t t I otTµ AYeNOE NE Su %Tl` SOO 8€u e ue` WA 11300 1 4- City State Zip Q: \Apphcaaons \Forms- Applications On Line\3 -2016 - Permit Application.dor Revised: 9-2006 bh Date: Ia /OS /OS Page 6 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for lsr 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 OYPE C PERMIT FEE ESTIMATE • PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAMECOS+C.O Deb, R A AA9 . C, PERMIT # bbOB 4 5 1 S If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface-Water Road/Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised 01.01.09 1 3000 $250 (1) 1111.10$ COLA. per $ `"L S (4) $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION ( + + $ °% The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 W TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised 01.01.09 2 $ $ 7 S (6) $ (7) (8) Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO DELI REMODEL Receipt No.: R09 -00158 Initials: User ID: JEM 1165 Payee: COSTCO WHOLESALE ACCOUNT ITEM LIST: Description BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8145714 2,151.00 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 RECEIPT Account Code Current Pmts 1,746.50 250.00 75.00 75.00 4.50 Total: $2,151.00 vtc ''' Permit Number: D08 -515 Status: APPROVED Applied Date: 12/10/2008 Issue Date: Payment Amount: $2,151.00 Payment Date: 01/30/2009 01:23 PM Balance: $0.00 doc: Receiot -06 Printed: 01 -30 -2009 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO Receipt No.: R08 -03913 Payee: COSTCO ACCOUNT ITEM LIST: Description (Inn: RPr int -OR BUILDING - NONRES 0 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 Payment Check 1998889 2,697.50 Initials: WER Payment Date: 12/10/2008 03:41 PM User ID: 1655 Balance: $1,751.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Account Code Current Pmts 000/322.100 2,697.50 Total: $2,697.50 Permit Number: D08 -515 Status: PENDING Applied Date: 12/10/2008 Issue Date: Payment Amount: $2,697.50 Printari: 17 -1 O -9lf1R Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO Receipt No.: R08 -03912 Payee: COSTCO 0 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.tulcwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount r1nn: Raraint -f1R Payment Check 7998889 2,888.60 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 2,888.60 Total: $2,888.60 Permit Number: D08 -515 Status: PENDING Applied Date: 12/10/2008 Issue Date: Payment Amount: $2,888.60 Initials: WER Payment Date: 12/10/2008 03:40 PM User ID: 1655 Balance: $4,448.50 0428 12/11 9707 TOTAL 5586.10 Printarl: 19 -1 f1 -7flfR P J (Gn Q0t • n }C. Yf►e of pAe tiort� is ,i 1 () 1 a" Address: 7-7 Date Called: Special Instructions: Date Wanted: ,. S r � a.ln. -- Z 0 " V � p.m. Requester: Phone ,z 6 - 2 SS " 30-12 Ji -S" I-5 INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 COMMENTS: • El $60..00 REINSPECT! n N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Approved per applicable codes. U Corrections required prior to approval. a. ems . _ _ Pro ect: 0O5ie0 bEf.Z Type of Inspection: t=r NMI Address: yvo ec9sleo DP Date Called: Special Instructions: Date Wanted: -5 —21 -O m: Requester: P A a Phone No: o 6 -35 0--. I IZ t I 8 Doi - S 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ap oved per applicabl : • es. Corrections required prior to approval. COMMENTS: I e2l/!iL/ 1 i s-61,4044. - e;e:ole, c it t. 1 5 me d g5-7.ff ov-10 (Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mu t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: . , Type of Inspection: PIL. F1 — S role JCJ aLf on U s roP O4 Cos4co -ter re p10ccd( +0 Gr4 SfaAata s - P snick(( se c4-ron e.P asek,, + t 1. ;(f loe prckpJ up lL4 e /1 146+ v1 - , I )1/4 I S 1,.., !/t I,4 Jow,' $car CA c,elou (onnec4ron across -4.#e, S4ree_J". f iz rg«San r ; 0-(s0 411 e_. ron +ra c -fo -ro *t 4- j otc-3 - f Ina(e al Date Wanted: 5/20/01/ Project: (bS-Fco . , Type of Inspection: PIL. F1 Address: 406 Coc `Ac Date Called: s /11 101 Special Instructions: Date Wanted: 5/20/01/ P.m. Requester: ` me an Phone No: x,0(0 -34 G: - 112.t ;SS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: vs 5 (5 PERMIT NO. (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: .;4 (Date: 4 • - Pr o ect: ( aS�o , /?, L,- Type of Inspection: Bras i d �. "4N 4. Address: 4 14 03 - 71g 0 1-1 • Date Called: Special Instructions: Date Wanted: .6 /e3 — D ` — ' te ' p.m. Requester: Phone No: a D G- 344 - / "Zr COMMENTS: 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Date: PERMIT NO. ( (206)431 -3670 . 154 Approved per applicable codes. ❑ Corrections required prior to approval. . � e S lG v5 / - 'c ?cS /1-.✓ ( . / Date: / 8 -d 5' REINSPECTION FEE REQ RED. P for to inspection, fee must be at 6300 Southcenter Blvd., Su te 10 Call to schedule reinspection. COMMENTS: — C(31 0( F1,-,...fed , - i v s-I4U1 ri-eo D.-1. 8" s; de_ S e W e r - f to n- -{-ti e. 'icy) de IhSio' -4- ie_ Li.,,foty -4 ikl.¢.. e K 9fCASe ih (r h vUFc- 4-4o 'Ip 6. .L. err OK. --p L t--f;1 I , Date Wanted: r fie/0 q - Inc cciA4 ra c.4a r ", s poi. - i n bask -141e... S t d e_wo►. I k k (o /1 S ;�e 4 CCS `li - 7 - 0.4 go/ - Project: COS ` -J Type of Inspection: P fE , SSS Address: 400 (os4co r Date Called: rlis /a Special Instructions: Date Wanted: r fie/0 q p.m. Requester: 'De A l1 Phone No: AS INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. (Inspector: e p 5 'Date: 5 ' , O El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: `Date: COMMENTS: / . Type of Inspection: .5T/SPAAWA -4 (?', /iit/G Address: /OC) C'dS 7Pe d�2 Date Called: ,1/'4-) fIe %rh ( --cth, k ef '° S (.7P/ 7/. s U ,r.5 NC06Pc / <vr%e4�vc r ° « • Phone No: x Project: CU.S; /e / . Type of Inspection: .5T/SPAAWA -4 (?', /iit/G Address: /OC) C'dS 7Pe d�2 Date Called: Special Instructions: Date Wanted: 6 /a. /— Q S rda p.m. Requesterv Phone No: INSPECTION RECORD Retain a copy with permit INSPgCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Ins ector: 4 fit- 4 -4"I.. / A 0.00 REINSPECTION FE RE Dar 40 6 --- RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �• ' - - i. � w.i._.,�.: — � - — — ......�1m �1�51J.xs *.�e�» a�.TAI� r t�.�' +e'is.. _ �.._ :,. Project: 00500 ce t't Type of Inspection: e au S ■fl 02:>06J Address: L D 0 crsi b IZ Date Called: Special Instructions: - Qs" ' ik t`° Date Wanted: 5 — 1 3 -05 a.m. p' Requester: la hone No: 20G-39(„,-ilz( ax. J INSPECTION NO. Approv per applicable codes. INSPECTION RECORD Retain a copy with permit l.. 8 -SAS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMME - C es LAIC ekck-r. Inspector: Date: El $60.00 REINSPECTION F E REQUIRE&. Prior to inspection, fee must be paid at 6300 Southcenter tivd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: Pr ect: �� Type of Inspection: . S0 ..S f C-QA r 1K A1) Adt)re s6 � A . Date Called. / Special Instructions: Date Wanted: ___ — / / -- , 0 7 a'ir\ Requester: Phone No: �S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwjla, WA 98188 (206)431 -3670 Approved per applicable codes. orrections required prior to approval. COMMENTS: A ,.1 O ct _0A 5)-7 (2j .e_f A iclk Cif "In 4 • s � J i In 'pector: ,/ 1 El $60.00 REINSPECTION FEE REiQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: . ( ( Y 1 ( ) be ktW Qf Inspection: S Address: ` / Do C T o .b 2 Date Called: Special Instructions: Date Wanted: am. Requester: Phone No: // 1 COMMENTS: ION NO. INSPECTION RECORD Retain a copy with permit t O6 1 5 PERMIT NO. CI r OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. t No.: /.v 4/),0 Date: 60.0 REINSPECTION FEE REQUIR `'. Prir' to inspection, f- - must be pal a -t 6300 S6lithcenter Blvd., Suite 00. ' all to schedule einspection. 'Date: Project: • ( 19 & -- / 67 ' Type of Inspection: FA 1,rr f w a Address: you (0. 7eld /.).€ Date Called: Special Instructions: Date Wanted: S- / — a.m. Requester: Phone No: 4.2063 C - /(Z INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: n A ) (�" ,�d� <57� _ r iAAyr, fr Date: ❑ $60.00 E FEE R QUIRED /Prior to inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: COMMENTS: 11) Type of Inspection: / �- / • / A , ji< 7 peel,/ /39 ra a2=661114 1,c 4reyi S ' / 7 1 ) .. ' /eel, -, 0/ Arnie( j- /-e� -- 4 i 0' Date Wanted: y— .2 D 5 p.m. Requester: Phone No ._2. d ‘ - ,fge - //2 1' w \ r Projee C '0..,c-7 n) i... / i / Type of Inspection: / �- / • / A Address: V,0 4.):3 ( .pV Date Called: Special Instructions: Date Wanted: y— .2 D 5 p.m. Requester: Phone No ._2. d ‘ - ,fge - //2 1' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. 4 0.00 R aid a C. N NSPECTION FEE ' EQUIR . Pri to inspection, fee must be 300 Southcenter Bl •., Sui e 100. Call to schedule reinspection. 'Date: Pro�c D 9/; - . Type of In p ction: f A 4 Ad& (2615....??, 6 2 /. Date Called: Special Instructions: Date anted Requester: Phone N INSPECTION RECORD _ Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. - Ij Corrections required prior to approval. COMMENTS: A , . r R et 1 - ; k 1 c --- z t ? toa 0 $4.00 INSPECTION FEE REOUI D.4rior to inspection, fee must be pz id atj 300 Southcenter Blvd., Suit 100. Call to schedule reinspection. (Recei 'Date: Project: C'oS- o De t g) Type of Inspection: FR A r+A l Ni 6 Address: L 'i 0 0 004. T ('o 6i_ Date Called: Special Instructions: \ Date W nted: L� _ 7 _ 0 9 p.m. Requester: Phone No: 1 Dag, -sly INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 - 670 Approved per applicable codes. Corrections required prior to approval. ,S C2), 6 ) ? \ oe( $60.00 Inspe Date:4 EINSPECTION FEE REQUIR' /P rior to inspection, fee must be 4> 6300 Southcenter Blvd., Suite} 100. Call to schedule reinspection. D Receipt No.: 'Date: Project: C L Type of Inspection: Address: f'o o 6 s7eo Suite # Contact Person: Special Instructions: Phone No.: Needs Shift Ins pection: Sprinklers: Fire Alarm: _ Hood & Duct: • Monitor: Pre -Fire: Permits: Occupancy Type: • —Ealpproved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 INSPECTION RECORD Retain a copy with permit City of Tukwila Finance Department. Call to schedule a reinspection. cg� INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. _ 98188 206- 575 -4407 PERMIT NUMBERS l- I Corrections required prior to approval. COMMENTS: Inspector: Date: 6/ Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from T.F.D. Form F.P. 113 Project: G0,64 Type of Inspection: #1/-ec heel/eta/pro/At" Contact Person: . Address: Livo Cerst r 0 at Suite #: Special Instructions: • Phone No.: .. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: .474r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA FIRE DEPARTMENT '•iitodP kl1t) — 011 • • PERMIT NtiMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 rs. .1AIZA.g.u., 04 Me r3#„,t's inspect s cif ( .. Date: y/7/4001 • Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call, to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project c a s4ce, --. Type of Inspection: ie i-e--.4._ \) c.-0 ,Je.... Address: 4 -it...3 , Suite #: C. cv 5, et 1: Contact Person: Monitor: N • 1/41' Special Instructions: 4C IP I Phone No.: 2i3 74i2. 7/3q/ - Needs Shift trivectiori: ,7 \ \ / 'SprinIdersk.:: - Fire Alarm: \-, r .t et:- '• 0 1 .Z.. 4100d . & Duct: r Monitor: N • 1/41' —. ... .. 4C IP PreVire: ; Permits: . .. ..k.-p %. , ,... Oc.cupAncy Type: ,dot rem: ..■.. .ti.4 .:esio, o.a;e•A vg INSPECTION NUMBER ' • 1 — proved per applicable codes. 4 ,4e* 4 freio` CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila Wa. 98188 206-575-4407 • INSPECTION RECORD Retain a copy with permit 049 0-3_4 I PERMIT NUMBERS n Corrections required prior to approval. COMNIENTS: 4 6g7t C ) CPR ( Ca • Mv11.• 14.11.44 erl etierd *we— • • ' a ' Aviwe. Llizqof I f ■ Inspe 'Sy . Date: kj/1,/y . 1 Hrs.: / . p.. • 't r . • $8O 4O REINSPECTIQH FEE REQU RED. You will receive an invoice from e €ity of kWila Fi Cal to scheddle a reinspection. , \\ Word/Inspection Record Form.Doc 1/i3/6 -. "f.-.11/Forrn F.P. 113 \ • /A • : Project: C o s 4.-c L 7 Sprinklers: Type of Inspection: v P a . re Fr I CO .01 002....0_14 • Address: Nvv C vsfii-© Suite #: 4 . Contact Person: X'tme s Special Instructions: Pre-Fire: Phone No.: 24 - 7 d2 - - 70/f Needs Shift Inspection:. Sprinklers: 'Fire Alarm: - Hood & Duct: Monitor: t - Pre-Fire: Permits: fl A, . Occupancy Type: c• 4Ct t4"`.: a*. rywo±a�: nr... t. k :w:�xwsri.ycA - ��nvtc .`.- w "+�i+rb'+: cw." �.a�P:.�:n :- 'i:SFo`. I. • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit, CITY OF TUKWILA FIRE DEPARTMENT t3 - S - .5 452 - -- PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 I Approved per applicable codes. COMMENTS: of _AA €1 p ,.. Inspector: Si.,); l Date: ,���o� Hrs.: • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice' from ,City of Tukwila Finance Departmen all to schedule a reinspection. /1V06 '` "''T ;D. Form F.P. 113 Word /Inspection Record Form.Doc e• Corrections required prior to approval. Project: 6 , 5 _, , 0 Sprinklers: _ Fire Alarm: Type of Inspection: 4 ' 104 )I4 I Id LEX- Address: VC& ea,syco Suite #: T42.... Permits: Contact Person: 1, Special Instructions: • Phone No.: 206 - .316 - / 1 z , _Needs Shift Inspection: Sprinklers: _ Fire Alarm: Hood & Duct: Monitor: Pre-Fire:.. Permits: Occupancy Type: ,m1 COMMENTS: — 01< T o C v RE re. t . us • WEED Ll.io otr L c grit A(.44 Inspector: g. Date: 'si / Hrs.: •1 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT • b Ole • s s -03o PERMIT NUMBERS 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 e je - A - pproved per applicable codes. n Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 TF.D. Form F.P. 113 Project: Los ?p L I Type of Inspection: Address: L100 Ca TU Suite #: Contact Person: per AO A Special Instructions: Phone No.: � 0& - 726 -- 64 yv Needs Shift Inspection: - Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • . 041; t, 655 • _ PERMIT NUMBERS 1t7�j 01% CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 COMMENTS: goo or< Pit 4N/41_ - © .- - r'h v'i - o S • 1 )201-intAlil .a oya tile/AA - b - f►n u'i - o t c -ro 00(- 6 PeS Af to VA L, Ins Approved per applicable codes. Word/Inspection Record Form.Doc I I Corrections required prior to approval. Date: lz, l o Hrs.: / r: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 • T.F.D. Form F.P. 113 KLE /NFELOER Bright People. Right Solutions. May 21, 2009 Kleinfelder Project No: 101900 Mr. Dean Fisk Ferguson Construction 7433 Fifth Avenue South P.O Box 80867 Seattle, WA 98108 -0867 Subject: Final Special Inspection Report Costco Wholesale Tukwila Deli Re Permit Numb 400 Costco Dr Tukwila, Washington 1. Reinforced Concrete 2. Epoxy Bolts 3. Soil Density Testing 101900 /SEA9L079.doc Copyright 2009 Kleinfelder 14710 NE 87 Street, Suite 100 Redmond, Washington 98052 pl 425.636.7900 fl 425.636.7901 kleinfelder.com Dear Mr. Fisk, This final report is to provide documentation that Kleinfelder has performed special inspections and testing services on the following portions of the work at the above address which are required by the project plans and specifications: Kleinfelder's certified special inspectors and testing personnel performed the above listed inspections between the dates of March 24th, through April 16 2009. Based upon our inspector's personal observations and written reports of this work, it is our professional opinion that the work tested and inspected above was performed, to the best of our knowledge, in accordance with the approved plans, specification, and the applicable workmanship provisions of the International Building Code. Test results or special inspections and observations reported are those existing at the time of our services and may not be the same or comparable at other times. Page 1 of 2 May 21, 2009 As our client, please recognize that the construction monitoring is a technique employed to reduce risk of problems arising during construction. Provision of construction monitoring by Kleinfelder personnel is not insurance, nor does it guarantee construction of any type. Even with diligent monitoring, some construction defects may have been missed. In all cases, the contractor shall retain sole responsibility for the deficiencies or omissions, regardless of when they are found. We do not undertake the guarantee of construction or production of a completed project conforming to the project plans and specifications. We trust that this report serves to meet your need at this time. If you have any questions or concerns regarding our inspection services or need additional information, please contact our office at (425) 562 - 4200. Respectfully submitted, KLEINFELDER WEST, INC. Victor R. Clarke Materials Project Manager CC: Jim Dunaway City of Tukwila Building & Planning 24,_// Jason Washburn, PE Project Geotechnical Engineer 101900 /SEA9L079.doc Page 2 of 2 May 21, 2009 Copyright 2009 Kleinfelder STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. STRUCTURAL CALCULATIONS r COPY FOR TIRE CENTER AWNING AT COSTCO WHOLESALE - TUKWILA TUKWILA, WASHINGTON • o DoSsis ��.�. 12•5.a December 5, 2008 ENW Project No. 87- 022 -019 CODE: 2006 IBC / ASCE 7 -05 WaYltnitiJ y �;,P iF • D JAN 2 1 2009 RECEIVED DEC 10 2008 PERMIT CENTER 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522:6698 www.enwseattle.dorri E tJ ' \. T ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT# S � 7 _c2 2— ' ('\ PROJECT �} ( '±-O Tv �`/�L14 DATE I2� /v� SUBJECT 1► Q VN,w W o N Cr SHEET OF I D BY IV. I4, LORDS 4 D.L. 14� S ► (,N 2PSf �—� (2 Ps�l2�s r- 5 PLF M1Sc, 1. s, PSr _� 1.5 PLC- ToTA A,S PS F b -S r LF WINO tGi31- U$ C.V ot_ _(. 1 LF (I.1 = o, 122 ►' TRV NSS 10X 3 x 3/4„ AND 2.0 & I.0 . SCHLT,LA I� q{v PiP S6 CI SW G Lc 5, 6 N S-t T Co 1 1 u IE NW ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS PROJECT # s1 - UZ2 b ( `1 SUBJECT Ne De MODE 2 - T= P - °_ 0, Ogt K- e,a rs `( SNERa-: Ta.Y 3 A " 43 SIMPSot•- TA = I_14 -4A 7-49l S 16 Px CG• ` o 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT CG.STC KwII.W DATE 11-6 l0 Y ( r v z_ tAL ow,- SHEET 2 OF I () NN (.c,v 5 -r tTEN 1ls 1.OS H NO b911 w/ 2 3 /1 ( ' 0 , 463 -f- = a, ca s I, o = - v K.A'l i ,y s --- -- F, (3 + O 2Y ; O. 421 t4. d,2a3 -t- 0 _ : 1, o 1.405 2 .ytC Us t; 9 -s 3 4 4 x/ r 6.. W, J •sT R0146-%/6 ( 1" Ew��sE L JJ By t•- • / s(Mpsoo u E NW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET 3 OF CHEc.►� NoDe 3 P P > 0 .11 8 o,ss5 T 1 V d,7f8 k. E Gz VS / r = .0S / e 1,0(K WQRST C(A•$E. tifc 2 s ASS 2 10 acs t) (Gm -r—I4 3 �9 " St cy t') hitoc S FL40t6 - *V L. wr✓� CC. ( - 7e v ( %c) (z-E) = 't.a " /n l . cto c = 2. Lt t S « \c\O 3oL.'cS BY 'QM Z' /W 6 tr--... 36o rlart ENW 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # PROJECT DATE SUBJECT SHEET `1 OF 1O Cri t=LIL (jp (�"'f" P, = 0,sssK 3/4 u t■3�-5 N 60 (.T IS 0 tL { k-A \/r4 \O b C-1 vJ El.D P� _ a.Co) ( t451 1 � � _ oq �i�� `i%g YK F 6 w61-0 ----> LOT ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS BY d sI 5 '' X %)(1: ('. O (36) ; 1(0,2 2'4- 2` t /w _ `�,��, ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E.(SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Wind on Rooftop Equipment - ASCE 7 -05 Section 6.5.15.1 & Figure 6 -21 Buildings with h <= 60 ft. Project No.:- Project Name:- Length = SHEET 5 OF I U 5/25/07 INPUT 85 mph B II NO 0.85 1.00 ft. Normal to face Flexible 12.00 ft. 427.00 ft. Table 1 -1 Table 6-1 Table 6-4 Dynamically S Roof height .— h =12ft. 0 /—B =427 ft. Sign height = 2.50 ft. J ensitive V Ground level Measured perpendicular to wind direction Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd = Sign depth (parallel to wind) = Wind is The Rooftop Sign is :- Roof height above ground level (h) = Building dimension (B) = z = Height at centroid of Sign = l= Kzt = qz = Kz Sign = F= qz Sign = Gf = Area Factor = 1.9 OUTPUT 13.25 ft. 1.00 1.00 15.72 *Kz 0.70 qzGCfAf 11.01 psf 1.771 qzGCf = Sign = 3 . sq.ft. F Sign = 1687 # 4 Total Force Table 6-1 Sec. 6.5.7.2 (Eq. 6 -3) Sec. 6.5.10 (Eq.6 -15) Table 6-3 z = 30 ft. ( Eq. 6-28 ) Velocity pressure evaluated at height z above the ground Gust effect factor - Section 6.5.8 Net force coefficient from Fig. 6-21 Force in psf Projected area normal to the wind except where Cf is specified for the actual surface area. Section 6.5.15.1 Notes From Figure 6-21:- 1.) The design wind force shall be calculated based on the area of the structure projected on a plane normal to the wind direction. The force shal be assumed to act parallel to the wind direction. 2.) Linear interpolation is permitted for h/D values other than shown. 3.) Notation: - D: least horizontal dimension of square, cross - sections at elevation under consideration, in feet. h: height of the structure in feet. qz: velocity pressure evaluated at height z above ground, in psf. 12/5/2008 Rooftop ASCE7- 05WindMeth2 ()esLts for LC t, DEAD +WIND NW N.A. 87- 022 -019 COSTCO TUKWILA - TIRE CENTER AWNING CANOPY - HSS.r3d Dec 3, 2008 at 10:50 AM 1 1 M1 1 1.058 .24 -.089 0 0 0 2 0 0 2 1.058 .266 -.089 0 -.157 -.442 3 4 N4 3 1.058 .292 -.089 0 -.313 -.93 4 0 9.9 4 1.058 .317 . -.089 0 -.47 -1.463 5 0 7 5 1.058 .343 -.089 0 -.626 -2.041 6 1 M2 1 .661 -.345 .299 0 -.653 -2.691 7 2 .661 -.319 .299 0 -.13 -1.509 1 N1 0 - 0 0 ......'. ,. 0 .+ ................ v or... 2 N2 19.8 0 , 0 0 -.24 3 N3 4.95 6.3333 0 0 N4 4 N4 14.85 6.3333 0 0 4 5 N5 9.9 0 9.9 0 0 6 N6 4.95 0 4.95 0 0 7 N7 14.95 0 4.95 0 X: 10.716 1 1 N2 1.02 .251 -.393 0 0 0 2 1 Ni .685 -.24 .811 0 0 0 3 1 N4 .009 -.166 .137 0 0 0 4 1 N3 -.005 .718 -.555 0 0 0 5 1 Totals: 1.708 .563 0 6 1 COG (ft): X: 10.716 Y:.331 Z: 4.705 6.93 1 M1 MC 7 Lateral 2 M2 MC 7 Lateral 3 M3 MC 7.071 Lateral 4 M4 MC 6.93 Lateral 5 M5 STL PIPE8.038 Lateral 6 M6 STL PIPE8.039 Lateral Company : ENW Designer : N.A. Job Number : 87 -022 -019 Hot Rolled Steel Design Parameters Basic Load Cases LC BLC Description Load Combinations Description Solve 1� DEAD + WIND I Yes Joint Coordinates and Temperatures Joint Reactions Label Joint Label Member Section Forces Category LC Member Label Sec COSTCO TUKWILA - TIRE CENTER AWNING Label Shape Lengt... Lb ft Lbzzlftl Lcom top[ft l Lco mp bot[ftl Kyy Kzz Cm- ...Cm- 1 2 DEAD WIND DL WL -1 y 2 2 PDelta SR... BLC Factor BLC Factor BLC Factor BLC Factor B ...F...B..Pa...BLCFa...BLCFa... 1 1 2 1 � I III X Gravity Y Gravity Z Gravit - [k] . 1...y RISA -3D Version 7.0.0 [C: \...\nawzada \Desktop \COSTCO - TUKWILA \CANOPY - HSS.r3d] f/ c Dec 3, 2008 10:46 AM Checked By: Joint Point Distributed Area (Me...Surface (.. Page 1 1 1 M1 1 .244 .069 -.086 0 0 0 0 2 4 2 .244 .076 -.086 .537 -.537 -.384 .384 3 5 .661 3 .244 .084 -.086 1.128 -1.128 -.768 .768 4 .306 -.242 4 .244 .091 -.086 1.775 -1.775 -1.152 1.152 5 -.204 -.507 5 .244 .098 -.086 2.476 -2.476 -1.536 1.536 6 1 M2 1 .153 -.099 .286 2.537 -2.537 -1.602 1.602 7 -.035 -.85 2 .153 -.092 .286 1.831 -1.831 -.318 .318 8 -1.079 1.181 3 .153 -.084 .286 1.18 -1.18 .965 -.965 9 1.228 17 4 .153 -.077 .286 .584 -.584 2.249 -2.249 10 18 5 .153 -.069 .286 .043 -.043 3.533 -3.533 11 1 M3 1 .071 -.069 -.629 0 0 3.533 -3.533 12 5 2 .035 -.059 -.485 -.48 .48 1.007 -1.007 13 1 -.907 3 0 -.048 -.341 -.878 .878 -.865 .865 14 -.902 0 4 -.036 -.037 -.196 - 1.195 1.195 -2.083 2.083 15 -.004 .005 5 -.072 -.026 -.052 -1.433 1.433 -2.646 2.646 16 1 M4 1 -.093 .03 -.144 -1.491 1.491 -2.566 2.566 17 0 .044 2 -.127 .04 0 -1.234 1.234 -2.886 2.886 18 0 0 3 -.161 .051 .144 -.9 .9 -2:565 2.565 19 -.007 28 4 -.195 .061 .289 -.489 .489 -1.603 1.603 20 29 5 -.229 .072 .433 0 0 0 0 21 1 M5 1 -.844 .009 .01 0 0 0 0 22 2 -.839 0 .01 .099 -.099 .235 -.235 23 3 -.834 -.008 .01 .004 -.004 .47 -.47 24 4 -.828 -.017 .01 -.285 .285 .705 -.705 25 5 -.823 -.025 .01 -.77 .77 .94 -.94 8 3 .661 -.294 .299 0 .394 • -.973 9 4 .661 -.268 .299 0 .917 -.481 10 5 .661 -.242 .299 0 1.441 -.035 11 1 M3 1 .306 -.242 -.658 -.035 1.441 0 12 2 .152 -.204 -.507 -.035 .411 .395 13 3 -.002 -.167 -.356 -.035 -.353 .723 14 4 -.156 -.129 -.205 -.035 -.85 .985 15 5 -.31 -.092 -.055 -.035 -1.079 1.181 16 1 M4 1 -.403 .104 -.151 0 -1.047 1.228 17 2 -.551 .14 0 0 -1.177 1.017 18 3 -.699 .177 .151 0 -1.047 .742 19 4 -.846 .214 .302 0 -.654 .403 20 5 -.994 .251 .453 0 0 0 21 1 M5 1 -.907 .005 .005 0 0 0 22 2 -.902 0 .005 0 .011 -.005 23 3 -.896 -.004 .005 0 .022 0 24 4 -.89 -.009 .005 0 .033 .013 25 5 -.884 -.014 .005 0 .044 .036 26 1 M6 1 .215 .006 -.007 0 0 0 27 2 .221 .001 -.007 0 -.013 -.007 28 3 .227 -.003 -.007 0 -.027 -.006 29 4 .233 -.008 -.007 0 -.04 .005 30 5 .238 -.012 -.007 0 -.053 .025 Company : ENW Designer : N.A. Job Number : 87 -022 -019 Member Section Forces (Continued) Member Section Stresses LC Member Label Sec COSTCO TUKWILA - TIRE CENTER AWNING LC Member Label Sec Axial ] v Shear l z Shear[kl Tor aue[k -ft -v Moment[k- RISA -3D Version 7.0.0 [C:\... \nawzada\Desktop \COSTCO - TUKWILA \CANOPY - HSS.r3d] h Dec 3, 2008 10:46 AM Checked By: Axi [ksi] z Shea r[ksi] y top Bendin y bot Bendin z top Bendin z bot Bend• Page 2 1 1 M1 1 0 0 0 2.802e -4 NC NC 2 23.761... 2 0 .002 .019 2.802e -4 NC 8632.987 3 0 .020 3 0 .005 .034 2.802e -4 NC 5395.617 4 H1 -2 3 4 0 .012 .042 2.802e -4 6824.338 6166.419 5 .11 21.6 5 0 .025 .038 2.802e -4 3404.903 NC 6 1 M2 1 0 .025 .038 2.802e -4 NC 2030.002 7 2 0 .044 .019 2.812e -4 4286.359 3674.452 8 8.0.. 9.915 3 0 .069 -.003 2.822e -4 1875.968 NC 9 1 M6 4 -.001 .098 -.015 2.832e -4 1141.927 7747.143 10 .6 5 -.001 .129 -.004 2.842e -4 806.661 NC 11 1 M3 1 -.004 .129 .001 1.466e -3 NC NC 12 2 -.004 .123 .044 1.504e -3 NC NC 13 3 -.004 .116 .097 1.541e-3 NC 6336.918 14 4 -.004 .106 .142 1.578e -3 NC 4937.147 15 5 -.004 .092 .166 1.616e -3 NC NC 16 1 M4 1 0 .092 .166 1.6e -3 NC NC 17 2 0 .073 .162 1.6e -3 NC 2221.198 18 3 0 .051 .13 1.6e -3 NC 1779.53 19 4 0 .026 .073 1.6e -3 NC 2676.947 20 5 0 0 0 1.6e -3 NC NC 21 1 M5 1 0 0 0 2.284e -4 NC NC 22 2 0 -.009 -.016 2.284e -4 NC 9725.585 23 3 .001 -.016 -.029 2.284e-4 5949.426 6078.49 24 ' 4 .002 -.024 -.033 2./84e -4 4049.91 6946.846 25 5 .003 -.037 -.026 2.284e -4 2641.553 NC 26 1 M6 1 0 0 0 - 7.173e -4 NC NC 27 2 0 -.04 .041 - 7.173e -4 NC 8047.792 28 3 0 -.077 .078 - 7.17.3e -4 NC 5029.87 29 4 0 -.112 .104 - 7.173e -4 NC 5748.423 30 5 0 -.15 .117 - 7.173e -4 NC NC 1 1 M1 HSS10X3X3 .187 7 .007 7 y16.9-21.6 0 21.6 23.761... .6 .85 H1 -2 2 1 M2 HSS10X3X3 .188 0 .020 0 z16.9-21.6 3 21.6 23.761....4...85 -.012 .121 -.121 H1 -2 3 1 M3 HSS10X3X3 .186 7.0.. .047 0 z16.9-21.6 .11 21.6 23.761....85.85 30 H2 -1 4 1 M4 HSS10X3X3 .193 1.1.. .030 6.93 z 17.0..21.6 21.6 23.761....85.85 H2 -1 5 1 M5 PIPE 2.0 .089 8.0.. .002 8.0.. 9.915 21.6 23.76 23.761... .6 .85 H2 -1 6 1 M6 PIPE 2.0 .068 8 . 0..,002 8.0.. 9 . 913 21.6 23.76 23.761... .6 .85 H1 -1 26 1 M6 1 .2 .011 -.012 0 0 0 0 27 2 .206 .003 -.012 .158 -.158 -.284 .284 28 3 .211 -.006 -.012 .121 -.121 -.568 .568 29 4 .217 -.014 -.012 -.11 .11 -.852 .852 30 5 .222 -.023 -.012 -.536 .536 -1.136 1.136 Company : ENW Designer : N.A. Job Number : 87- 022 -019 COSTCO TUKWILA - TIRE CENTER AWNING Member Section Stresses (Continued) LC Member Label Sec Axial[ksil v Shearfksil z Shearfksil v top Bendin.. v bot Bendin..z too Bendin.. Member Section Deflections LC Member Label Sec x in in Member MSC ASD Steel Code Checks (By Combination) Memb.. Shape UC Max RISA -3D Version 7.0.0 [C:\... \nawzada \Desktop \COSTCO - TUKWILA \CANOPY - HSS.r3d] Dec 3, 2008 10:46 AM Checked By: Fb Fbz Cb C C Erin Page 3 v WALL STRONG BACK LOCATION:- WALL Input cells = HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) Trial Sq. HSS size = I PROVIDED = IREQ'D.= S PROVIDED = SREQ'D.= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H /150) = ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful JOB #I 87- 022 -019 I JOB NAME :- ICOSTCO TUKWILA FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. 9 ft = Wa 3.00 8.50 70.7 48.13 17.7 8.10 1.63 2.40 AT TIRE CENTER I HSS TOP = 30 ft. (8X8X1 /4 h ft = Y h Z ft = h ft = in. in. in. in. in. in. y Strongback Pagel h ft = 8.17 6.00 8.50 7.33 Duration factor = wind load = seismic load = lateral design load = T =C= T =C= MIEXIST M TUBE = 1.33 25.35 15.47 25.35 5951 4542 20676 27252 H ft = SHEET t OF ID Rev. 6/25/04 ROOF ( Wall support ht. ) u 184 I 30.00 I loading strength psf psf psf # (conn.just above door) # (top connection) ( IN WALL HEIGHT "H" ) #.-ft T MAX. = V MAX. = 5951 # (d1 WALL CONNS. 2757 # ® TS BASE CONN. i WALL WITH HSS 8X8X114 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 8X8X1/4 weighs 25.82 plf 12/4/2008 STRBACK M U LVA N N Y G2 DESIGN AT WORK COSTCO WHOLESALE DELI, DISH PREP AND ROTISSERIE REMODEL Warehouse No. 006 1160 Saxon Drive Tukwila, Washington 98188 Project Manual MG2 # 93- 0440 -20 Issued for Permit October 20, 2008 COSTCO WHOLESALE 999 Lake Drive Issaquah, Washington 98027 006-- 515 I 425.463.2000 425.463.2002 1110 112TH AVENUE NE I SUITE 500 I BELLEVUE, WA I 98004 MulvannyG2.com RECEIVED DEC 10 2008 PERMIT CENT& By PROJECT DIRECTORY COSTCO WHOLESALE Deli, Dish Prep and Rotisserie Remodel Warehouse No. 006 1160 Saxon Drive Tukwila, Washington 98188 MULVANNYG2 ARCHITECTURE Travis Morton, Project Manager ENGINEERS NORTHWEST Structural Engineer T.E. INC. Mechanical & Electrical Engineers T.V.A. Fire Protection Consultant TYLER /DIEHL Refrigeration Supplier Architect of Record MG2 # 93- 0440 -20 Issued for Permit October 20, 2008 OWNER: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WASHINGTON 98027 425.463.2000 FAX 425.463.2002 206.525.7560 FAX 206.522.6698 206.241.2012 FAX 206.241.3101 206.439.7080 FAX 206.439.7089 206.501.8311 FAX 206.524.3987 This project may not be included in any bid depository system for the purpose of receiving unsolicited bids by subcontractors, subcontractor trades, or sub -bids. (This Page Intentionally Left Blank) Section No. Title DIVISION 1 GENERAL REQUIREMENTS Section 01100 Summary of Work 4 Section 01250 Contract Modifications 8 Section 01290 Payment Procedures 8 Section 01310 Project Meetings 2 Section 01320 Construction Progress Documentation 6 Section 01330 Submittal Procedures 11 Section 01400 Quality Requirements 3 Section 01420 References 3 Section 01500 Temporary Construction Facilities 4 Section 01700 Execution Requirements 5 Section 01731 Cutting and Patching 3 Section 01770 Closeout Procedures 5 DIVISION 3 CONCRETE Section 03320 Concrete Slab Patching and Repair 13 . DIVISION 5 METALS Section 05100 Structural Steel Framing 5 Section 05400 Cold- Formed Metal Framing 4 Section 05500 Metal Fabrications 3 DIVISION 6 Section DIVISION 7 Section Section Section Section Section DIVISION 9 Section Section Section Section Section Section Section WOOD AND PLASTICS 06105 Miscellaneous Carpentry 4 THERMAL AND MOISTURE PROTECTION 07200 Building Insulation 3 07510 Built -Up Roofing Repair 6 07536 EPDM Roofing Patching and Repair 5 07815 Fire -Rated Duct Insulation 4 07920 Joint Sealants 6 FINISHES 09260 Gypsum Board Assemblies 7 09510 Acoustic Ceilings 4 09650 Resilient Flooring 3 09700 Polymer Flooring 3 09770 Fiberglass Reinforced Plastic Panels (FRPP) 4 09780 Stainless Steel Wall Panels 3 09900 Painting 11 DIVISION 10 SPECIALTIES Section 10265 Impact- Resistant Wall Protection 4 Section 10950 Miscellaneous Specialties 2 DIVISION 11 EQUIPMENT Section 11410 Refrigeration Installation Work 11 DIVISION 13 SPECIAL CONSTRUCTION Section 13850 Fire Alarm /Life Safety System 5 Section 13910 Fire Sprinkler 14 Section 13960 Kitchen Hood Fire Suppression System 7 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel TABLE OF CONTENTS MULVANNYG2 ARCHITECTURE Number of Paces 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 Section No. Title DIVISION 15 Section 1 Section 1 Section 1 Section 1 Section 1 Section 1 Section 1 Section 1 Section 1 Section 1 Section 1 Section 1 MECHANICAL 5010 5020 5050 5250 5400 5410 5420 5450 5460 5850 5880 5950 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel TABLE OF CONTENTS Page 2 Mechanical Work, General Demolition & Remodeling Basic Materials and Methods Insulation Soil, Waste and Drainage Piping Systems Domestic Water System Plumbing Fixtures & Trim Fuel Gas Piping & Equipment Exhaust Fans Air Distribution System Testing, Adjusting, and Balancing 7 2 9 6 4 12 4 3 3 5 5 6 DIVISION 16 ELECTRICAL Section 16010 General Provisions 7 Section 16020 Existing Conditions 2 Section 16050 Basic Materials & Methods 5 Section 16150 Electrical Workmanship 3 Section 16500 Lighting 2 APPENDIX DOCUMENTS SitelFolio General Contractor User Guide 13 END OF TABLE OF CONTENTS MULVANNYG2 ARCHITECTURE Number of Pages 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 1 WORK INCLUDED 1.1 1.4 EXECUTING WORK: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01100 SUMMARY OF WORK RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 GENERAL SCOPE OF WORK: The work included in this Contract consists of furnishing all labor, material and services for making certain alterations and the Deli, Dish Prep and Rotisserie remodel to the existing Costco Wholesale at 1160 Saxon Drive, Tukwila, Washington 98188. A. The work includes areas of site and building demolition, alteration, patching and repair as shown on the drawings and specified. The building is a one -story structure with a mezzanine, M Occupancy, Type V -B construction, equipped with an approved automatic sprinkler system throughout. B. The existing construction indicated on the Contract Documents were compiled from "As- Built" records of previous contracts, site inspections, and records furnished by the Owner. Verify existing conditions through job -site inspection during the bidding period to determine if the conditions represented in the Documents do exist in actuality. 1. The "As- Built" Documents of existing construction are available for review at the office of the Architect, but neither the Architect nor the Owner guarantees that existing conditions are the same as those indicated. 2. When unanticipated architectural, mechanical, electrical, or structural elements are encountered, investigate and measure the nature and extent of the element. Promptly submit a written Field Condition Report to Architect. a. Submit report using the standard "Request For Information" (RFI) form included in Division 1 Section "Execution Requirements." b. Include a detailed description of the differing conditions, together with recommendations for changing the Documents prior to bidding. 3. No additional compensation will be made if mechanical, electrical, or structural elements are not indicated on the drawings, and not noted in a "Field Condition Report" prior to submitting bid, unless the elements were fully concealed in existing construction and could not have been discovered through a job -site inspection during the bidding period. 1.3 CONTRACTS: The work will be performed concurrently under a combined contract, AIA Document A101, Standard Form of Agreement between Owner and Contractor, 1997 Edition. A. Building Operations: The existing building is occupied and in operation. Carry out and execute the work with the least possible disturbance and noise, and cooperate in the fullest measure with the Owner and the Architect to reduce inconveniences to a minimum. Maintain services and systems within the existing building, or relocate as required to permit the Owner's continued operation of all departments. Services to, and MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01100 Page 2 SUMMARY OF WORK sewer lines from existing building shall be maintained without interruption, and connections to existing services shall be carried out with a minimum of delay. B. Measurements: Take all working measurements from the job -site and check with dimensions shown on drawings. If measurements are found to vary with the dimensions, report deviations to the Architect at once for resolution before proceeding with the work. Failure to report and resolve dimension and measurement differences before proceeding with the work may result in alterations done at the Contractor's expense as directed by the Architect to get perfect fits to the building. Measurements and locations of all mechanical and other existing systems shall be obtained from the various subcontractors and new systems shall be perfectly fitted to the building. C. Covering up Other Contractors' Work: No contractor or subcontractor shall cover up or conceal the work of other Contractors until it has been thoroughly tested and approved. 1.5 SPECIAL CONDITIONS FOR EXECUTING WORK: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Storage of Flammable Liquids and Gases: All combustible and flammable materials shall be stored in accordance with the requirements of all governing authorities. B. Fire Protection Systems: 1. The local Fire Department shall be notified in advance of work involving the disconnecting or impairment of the fire alarm system, automatic sprinkler system, fire pumps or standpipe systems. 2. Fire extinguishers shall be readily available at all demolition, alteration and construction locations within the building. C. Exits: Construction or demolition shall not interfere with or obstruct exits from occupied buildings. Should temporary obstruction of exits be necessary, alternative methods shall first be approved by the Local Fire Official and the State Fire Marshal. 1.6 OWNER- FURNISHED PRODUCTS A. Owner will furnish products indicated in the drawings and specifications as "S.I.O. ", (Supplied and Installed by Owner), and "S.O.I.C.', (Supplied by Owner and Installed by Contractor). 1. Drawings list Vendor - Supplied products and equipment, indicated as "S.I.V. ", "S.O.I.V. ", and similar notations. The term "Vendor" has the same meaning as "Owner" wherever it is used. 2. Where equipment or products are indicated on the drawings as "N.I.C." (Not in Contract), the term has the same meaning as "S.I.O. ", (Supplied and Installed by Owner). 3. Electronic files will be furnished to the Contractor with details and descriptions of Owner - Supplied equipment. The files will be prepared by the Architect, and will have specific lists of equipment used in the project. a. The Contractor will be responsible for printing the Equipment Lists, then distributing copies to subcontractors and suppliers. b. Access to the Owner's web -based equipment lists is limited to authorized individuals who have been specifically approved by the Owner. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive . MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Provide support systems to receive Owner's equipment, and provide plumbing, mechanical, and electrical connections. 1. Owner will arrange and pay for delivery of Owner- furnished items according to Contractor's Construction Schedule. 2. If Owner - furnished items arrive on the site damaged, defective, or missing, Owner will arrange for replacement. 3. Owner will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Contractor. 4. Owner will furnish Contractor the earliest possible delivery date for Owner - furnished products. Using Owner - furnished earliest possible delivery dates, Contractor shall designate delivery dates of Owner - furnished items in Contractor's Construction Schedule. 5. Contractor is responsible for receiving, unloading, and handling Owner - furnished items at Project site. 6. Contractor is responsible for protecting Owner - furnished items from damage during storage and handling, including damage from exposure to the elements. 7. If Owner - furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them. C. Items Supplied and Installed By Owner in This Contract (S.I.O.): 1. The following items will be supplied and installed by the Owner. a. Product Casework, b. Rotisserie & Deli Equipment,scheduled as S.I.O. on Drawings. c. Fire Extinguishers SECTION 01100 Page 3 SUMMARY OF WORK 2. Verify connection requirements then provide necessary rough -in power, plumbing piping, and services at locations indicated on the drawings. After Owner has placed and assembled the items listed above, make final hook -ups and connections. D. Items Supplied by Owner and Installed by Contractor (S.O.I.C.): The following items will be supplied by the Owner for installation by the Contractor as part of this project. 1. Contractor shall uncrate, assemble, set and install the items listed below. 2. The Contractor shall complete all rough -in requirements to and /or for these items, and make all final connections. 3. Contractor must request delivery of equipment from the Owner, to meet the Contractor's schedule. a. Freezer /Cooler boxes, sales cases, refrigeration equipment and systems: (slab, insulation, venting & fire protection by General Contractor). b. Rotisserie & Deli Equipment, and Meat & Bakery Equipment scheduled as S.O.I.C. on Drawings. (Bakery oven vent roof penetrations are described above.) c. Interior chain link fence systems separating main sales area from other building or business functions where indicated as S.O.I.C. on Drawings. d. Department Signs for Produce, etc. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93 -0440 -20 Tukwila, Washington 98188 Issued For Permit • Printed on 10/20/08 SECTION 01100 Page 4 SUMMARY OF WORK 1.7 OWNER DIRECTIVES /CHANGES: All directives and /or changes that affect this project shall come from the Owner to the Architect, and then to the General Contractor. A Change Order shall be issued by the General Contractor to the Architect and Owner for signature. Field directives and /or changes shall NOT be included in the work until the Architect and Owner have signed the Change Order. No work is to be done at the request of the Warehouse Manager. 1.8 PROJECT COORDINATOR: The General Contractor is the project coordinator, and, shall provide coordination and control for all work of the entire contract included in these Contract documents and specified herein. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 01100 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 1 GENERAL COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01250 CONTRACT MODIFICATIONS 1.1 SUMMARY: This Section specifies administrative and procedural requirements for handling and processing contract modifications. A. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Payment Procedures" 2. Division 1 Section "Submittal Procedures" 1.2 CHANGE ORDER PROPOSAL REQUESTS A. The Architect will issue a detailed description of proposed changes in the work that will require adjustment to the Contract Sum or Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal requests issued by the Architect are for information only. Do not consider them as an instruction either to stop work in progress or to execute the proposed change. • 2. Upon receipt of a proposal request, and within the time period stipulated by the Architect, submit a Change Order Proposal that presents an estimate of cost necessary to execute the change to the Architect for the Owner's review. a. Architect's review of the modifications will require a list of quantities of products needed with itemized labor and material costs associated with the Change Order Proposal. Present survey data to the Architect to substantiate quantities using formats similar to the forms at the end of this section. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include a statement indicating the effect the proposed change in the work will have on the contract time. d. Allow ten (10) days for the Architect and the Owner to review a fully documented Change Order Proposal and decide on a course of action. 3. Submit all Change Order Proposals for approval and execution not later than 20 days following Substantial Completion. 4. Work associated with a proposed change, which has been executed by the General Contractor, prior to the receipt of a Change Order Proposal signed by the Architect, or Mr. Tom Walker of Costco Wholesale, is the financial responsibility of the General Contractor. B. A Change Order Proposal for the changes between bid set and construction set shall be submitted three (3) weeks from issuance of construction set. Failure to do so will imply that there is no cost adjustment to the contract between bid and construction sets. C. Proposal Request Form: Use Change Order Proposal Requests Form included in this Section. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01250 Page 2 CONTRACT MODIFICATIONS 1.3 ALLOWANCES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Allowance Adjustment: For allowance -cost adjustment, base each Change Order Proposal on the difference between the actual purchase amount and the allowance, . multiplied by the final measurement of work -in- place. Where applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs in the purchase amount only where indicated as part of the allowance. 2. When requested, prepare explanations and documentation to substantiate the margins claimed. 1.4 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: When the Owner and the Contractor disagree on the terms of a Proposal Request, the Architect may issue a Construction Change Directive on AIA Form G714. The Construction Change Directive instructs the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. The Construction Change Directive contains a complete description of the change in the work. It also designates the method to be followed to determine change in the contract sum or contract time. B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completion the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the contract. 1.5 CHANGE ORDER PROCEDURES A. Upon the Owner's approval, the Contractor shall prepare a Change Order including cost adjustments in approved Change Order Proposals and following the format of AIA Form G701 -2001, then submit three copies with original signatures to the Architect for execution and approval by the Owner. PART 2 PRODUCTS (Not Usedl PART 3 EXECUTION (Not Used SUBMIT PROPOSALS AND COST DOCUMENTATION IN FORMATS SHOWN ON THE FOLLOWING PAGES. FORMS ARE AVAILABLE FROM THE ARCHITECT IN MICROSOFT EXCEL FORMAT. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93 -0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE CHANGE ORDER PROPOSAL # PROJECT: MG2 #: : LOCATION: DATE: CONTRACTOR: REQUESTED BY: SUBJECT: — EXPLANATION: PROPOSED ADJUSTMENTS TOTAL G.C. LABOR COSTS $ TOTAL G.C. MATERIAL COSTS • $ TOTAL SUBCONTRACTOR COSTS $ OVERHEAD & PROFIT: G.C. Labor markup A 10.00% $ G.C. Material markup @ 10.00% $ G.C. markup of Subcontractors (u7 5% $ TOTAL OVERHEAD & PROFIT $ SUBTOTAL ITEMS ABOVE $ BONDS & INSURANCE: Gen. Liablity Insurance @ ?% $ Payment & Performance Bonds OA 0% $ TOTAL BONDS & INSURANCE $ TOTAL $ The Contract Time is proposed to be adjusted by increase /decrease of days. APPROVALS When signed by all parties, this document becomes effective immediately and the contractor is directed to proceed with the changes. Contractor Architect Owner By: By: By: Date: Date: Date: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE 1160 Saxon Drive SECTION 01250 Page 3 CONTRACT MODIFICATIONS MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01250 Page 4 CONTRACT MODIFICATIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 QUANTITY RECAP SHEET DESCRIPTION OF WORK ITEMIZED COST ESTIMATE OF REVISIONS General Contractor's Work SUBS & MAJOR PO'S QTY UNIT U/P LABOR U/P MAT'L $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ TOTAL COSTS THIS SHEET ONLY $ $ $ SECTION 01250 Page 5 CONTRACT MODIFICATIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188' Issued For Permit Printed on 10/20/08 SECTION 01250 Page 6 CONTRACT MODIFICATIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 • QUANTITY RECAP SHEET DESCRIPTION OF WORK Sub - Contractor's Work TOTAL COST QTY LABOR MAT'L EQUIP. $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ TOTAL COSTS THIS SHEET ONLY $ $ $ SECTION 01250 Page 7 CONTRACT MODIFICATIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01250 Page 8 CONTRACT MODIFICATIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 01250 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 1 GENERAL 1.1 RELATED DOCUMENTS 1.3 SCHEDULE OF VALUES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01290 PAYMENT PROCEDURES A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. Application for Payment forms with Continuation Sheets. b, Submittals Schedule. 2. Submit the Schedule of Values to Architect with the initial (the first) Applications for Payment. B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Architect. c. Architects project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers) that affect value. g. Dollar value and Percentage of the Contract Sum to nearest one -tenth of a percent, adjusted to total 100 percent. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01290 Page 2 PAYMENT PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 3. Provide a breakdown of the Contract Sum in enough 'detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on -site and items stored off -site. Include evidence of insurance or bonded warehousing if required. 6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work -in -place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. 8. Schedule Updating: Update and resubmit the Schedule of Values with the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. List each Change Order as a new line item. 1.4 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. Initial (first) Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. See Articles 1.7 through 1.10. B. Payment Application Times: The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. C. Payment Application Forms: Use original 1997 Editions of Forms AIA Document G702 "Application and Certificate for Payment ", and AIA Document G703 "Continuation Sheets" for each copy in an application for payment. D. Application Preparation: Complete every entry on the forms, including complete name and street address of the Architect and General Contractor, notarization and execution by a person authorized to sign legal documents on behalf of the Contractor. Use blue (or similar) ink in signing to distinguish original signatures from copies. The Architect will return incomplete or improperly completed applications without action. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01290 Page 3 PAYMENT PROCEDURES 1. Entries on the forms are to match data on the Schedule of Values and the Construction Schedule. Provide updated schedules if revisions are made. 2. Include only amounts of fully executed Change Orders issued prior to the last day of the construction period covered by the application. 3. Prepare and submit three (3) completed, original application forms for each payment request, each with original signatures and notary seals. E. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 1.5 LIEN WAIVERS WITH PAYMENT REQUESTS A. With each Application for Payment, submit a Conditional Lien Waiver from the General Contractor and the designated subcontractors / material suppliers for the construction period covered by the Application. 1. The amount of the Conditional Lien Waiver must equal the amount of the joint check to the subcontractor / material supplier or the total amount requested by the General Contractor, after the deduction for retainage on each item. 2. Lien Waivers shall be on forms or letterhead stationary executed in a manner acceptable to the Architect and Owner. a. Submit three (3) completed Lien Waivers for each Payment request. b. All Lien Waivers must have original signatures by persons authorized to sign them for the General Contractor and subcontractors / material suppliers. Lien Waiver shall be certified by the signer or be notarized where required by State law. c. Lien Waivers must include the language "....upon receipt of a check from Costco Wholesale..." d. Use the Lien Waiver form included at the end of this Section. An electronic copy may be obtained from the Architect upon request. 3. The Owner reserves the right to designate which entities involved in the Work must submit Lien Waivers. 1.6 TRANSMITTING APPLICATIONS TO ARCHITECT: Submit the three (3) signed originals of the Lien Waiver and three (3) signed and notarized originals of the payment application to the Architect, together with a letter of transmittal. A. Attach a separate list of sub - contractors included in the application to receive payment, together with the specific amounts of payment requested for each sub - contractor. B. Send to the Architect using a method ensuring delivery within twenty -four (24) hours. C. Use a method that provides evidence of mailing and a record of delivery. The Architect's office is served by the following couriers who offer "proof of delivery" records: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01290 Page 4 PAYMENT PROCEDURES U.S. Postal Service Use "Express Mail" or "Certified Mail" with Return Receipt showing delivery. Federal Express Use "Proof of Performance" Service. Similar services by United Parcel Service or other couriers. D. Confirming Application Delivery: Make inquiries directly to the courier to confirm Application for Payment was received by the Architect. Do not call the Architect's office to confirm receipt of an Application for Payment. 1.7 INITIAL (FIRST) APPLICATION FOR PAYMENT COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Submit the following with the first Application for Payment: 1. Schedule of Values. 2. List of subcontractors / material suppliers receiving joint checks. 3. Lien Waivers. 4. Contractor's Construction Schedule (CPM), when there are changes made to the Schedule submitted with the Contract. 5. Submittals Schedule. 6. Certificates of insurance and insurance policies. 7. Performance and payment bonds. 1.8 REGULAR APPLICATION FOR PAYMENT A. Submit, but not limited to, the following: 1. Schedule of Values. 2. List of subcontractors / material suppliers receiving joint checks. 3. Lien Waivers. 1.9 APPLICATION FOR PAYMENT AT SUBSTANTIAL COMPLETION A. After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. Include, but not limited to, the following: 1. Documentation supporting claim that the work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. List of subcontractors / material suppliers receiving joint checks. 3. Lien Waivers, with written notice that previously unsettled claims have been settled and project is clear of liens. B. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. 1.10 FINAL PAYMENT APPLICATION AT PROJECT CLOSEOUT A. Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements, described in Division 1 "Closeout Procedures ", including items listed in "Closeout Document Log ". 2. Submit Insurance certificates for products and completed operations. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 3. Provide an updated final statement, accounting for final changes to the Contract Sum, including any final, liquidated damages settlement. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) a. Provide certificates evidencing that required insurance is to remain in force after Final Payment and is currently in effect and will not be cancelled or allowed to expire until at least thirty (30) days after written notice to the Owner. b. Include a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents. a. Include an accounting for the following items paid by the Owner: 1) Unused portions of the cost of the Performance Bond. 2) Unused allowances. 3) Utility fees. 4) Cash bonds. SECTION 01290 Page 5 PAYMENT PROCEDURES 4. Furnish evidence that outstanding claims have been settled, and taxes, fees, and similar obligations have been paid. 5. Submit the following completed American Institute of Architects (AIA) document forms, or equivalent construction - industry organization document forms acceptable to the Architect and the Owner. a. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." b. AIA Document G706A, "Contractor's Affidavit of Release of Liens." c. AIA Document G707, "Consent of Surety to Final Payment." 6. Submit Final meter readings for utilities, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. PAYMENTS BY OWNER: When applications for payment are made complete with lien waivers and releases and appropriate documentation described above, together with review and approval by the Architect, A. Payment will be made by the Owner within fifteen (15) days of the Architect's receipt of the applications for payment. B. Where payment is requested for work by the designated subcontractor / material supplier, the Owner will issue a "Joint Check ", naming both the General Contractor and the subcontractor / material suppliers as payees. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01290 Page 6 PAYMENT PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1180 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 (If required in the project state, please have form notarized.) (Notary Seal.) (Business Phone) Subscribed and sworn to before me this COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel INTERIM LIEN WAIVER day of . 20 MULVANNYG2 ARCHITECTURE (Project Name) (Project Address) (Signature) SECTION 01290 Page 7 PAYMENT PROCEDURES From: Project: (Name of Firm Giving Release) Contact Person: Project Manager: Contact Telephone: Project Telephone: CONDITIONAL RELEASE The undersigned does hereby acknowledge that upon receipt by the undersigned of a check from Costco Wholesale in the sum of$ and when the check has been properly endorsed and has been paid by the bank upon which it was drawn, this document shall become effective to release pro tanto any and all claims and rights of lien which the undersigned has on the above - referenced job. This release covers a progress payment for labor, services, equipment, materials fumished and /or claims through (date) , 20 only and does not cover any retention or items fumished after that date. Before any recipient of this document relies on it, said party should verify evidence of payment to the undersigned. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THIS STATE THAT THE ABOVE IS A TRUE AND CORRECT STATEMENT. Signature: (Authorized Corporate Officer /Partner /Owner) (Title) Dated this day of , 20 at (City, State) (Print Name) Notary Public in and for the State of Residing at (City, State) My commission expires: 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01290 Page 8 PAYMENT PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 01290 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS 1.3 PROJECT MEETINGS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel. SECTION 01310 PROJECT MEETINGS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to project meetings. A. Pre - construction Conference: The Architect will schedule a Pre - construction Conference in the Architect's office or at the construction site before starting construction. The conference will be at a time convenient to Owner. The conference will review project responsibilities and personnel assignments. 1. Attendees: Authorized representatives of Owner, Architect and their consultants, Contractor and project superintendent(s); major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with project and authorized to conclude matters relating to the Work. 2. Agenda: The Architect will prepare the conference agenda, including the following. The agenda will be distributed to all invited attendees. a. Tentative construction schedule. b. Phasing. c. Critical work sequencing. d. Designation of responsible personnel. e. Procedures for processing field decisions and Change Orders. f. Procedures for processing Applications for Payment. g. Distribution of the Contract Documents. h. Submittal procedures. i. Preparation of Record Documents. j. Use of the premises. k. Responsibility for temporary facilities and controls. I. Parking availability. m. Office, work, and storage areas. n. Equipment deliveries and priorities. o. First aid. p. Security. q. Progress cleaning. r. Working.hours. 3. Minutes: The Architect, or an authorized Architect's representative will record significant discussions and agreements achieved. The conference minutes will be distributed within three (3) days of the meeting to the Owner, Contractor, and to everyone concerned. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01310 Page 2 PROJECT MEETINGS PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Progress Meetings: The General Contractor shall schedule and conduct Progress Meetings at regular weekly intervals at the Project Site. 1. Attendees: Contractors and superintendent(s), subcontractors, suppliers, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. The Owner and Architect, and their representatives, shall be invited to attend. All participants at the meeting shall be familiar with the project and authorized to conclude matters relating to the work. 2. Minutes: The General Contractor shall record significant discussions and agreements achieved at the meeting. Distribute meeting minutes within three (3) days of the meeting to the Owner and Architect, to each party present, and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. 3. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. END OF SECTION 01310 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL t1 RELATED DOCUMENTS PART2 PRODUCTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Contractor's Construction Schedule. 2. Daily construction reports. 3. Field condition reports. 4. Weekly Construction Photo Requirements. 5. Weekly Job Report. 6. Posting requirements for "sitelfolio" B. Related Sections include the following: 1. Division 1 Section "Coordination and Construction Schedule Requirements" for Owner's "Critical Day Allocations" and corresponding "Project Work Categories" Schedule. 2. Division 1 Section "Submittal Procedures" for submitting Weekly Construction Pho- tographs. 1.3 SUBMITTALS A. Construction Schedule: Submit two (2) opaque copies. B. Daily Construction Reports: Submit two (2) copies at weekly intervals. C. Field Condition Reports: Submit two (2) copies at time of discovery of differing condi- tions. D. Special Reports: Submit two (2) copies at time of unusual event. 2.1 CONTRACTORS CONSTRUCTION SCHEDULE, GENERAL A. Prepare a Contractor's Construction Schedule complying with procedures contained in AGC's "Construction Planning & Scheduling." B. Schedule Time Frame: 1. Extend the Construction Schedule from the date established for commencement of the work to the date of Project Substantial Completion and Final Completion. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 SECTION 01320 Page 2 CONSTRUCTION PROGRESS DOCUMENTATION 2.2 REPORTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Follow the "Critical Day Allocations" and corresponding "Project Work Categories" included in Division 1 Section "Coordination and Construction Schedule Require- ments." C. Activities: Treat "Off-Site Work ", "On -Site Work" and "Building Construction Work" as each separate area as a separate numbered activity for each principal element of the Work. Comply with the following: 1. Activity Duration: Unless specifically allowed by Architect, define activities so no activity is longer than twenty (20) days. D. Constraints: Include constraints and work restrictions indicated in the Contract Docu- ments and as follows in schedule, and show how the sequence of the work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Work Restrictions: Show the effect of the following items on the schedule: a. Limitations of continued occupancies. b. Use of premises restrictions. c. Environmental control. A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: 1. List of subcontractors at Project site. 2. Approximate count of personnel at Project site. 3. Equipment at Project site. 4. Material deliveries. 5. High and low temperatures and general weather conditions. 6. Accidents. 7. Meetings and significant decisions. 8. Unusual events (refer to "Special Reports" below). 9. Stoppages, delays, shortages, and losses. 10. Emergency procedures. 11. Orders and requests of authorities having jurisdiction. 12. Change Orders received and implemented. 13. Work Change Directives received and implemented. 14. Services connected and disconnected. 15. Substantial Completions authorized. B. Field Condition Reports: 1. Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. 2. Submit report using the standard "Request For Information" (RFI) form included in Division 1 Section "Execution Requirements." 3. Include a detailed description of the differing conditions, together with recommen- dations for changing the Contract Documents. MUL,VANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93 -0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 PART 3 EXECUTION 2.3 WEEKLY CONSTRUCTION PHOTOGRAPHS: Take a minimum twelve (12) digital images to document the progress of construction each week. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01320 Page 3 CONSTRUCTION PROGRESS DOCUMENTATION A. The weekly photos shall have the same views from the same locations. Include photos from vantage points that best show status of construction and progress since last pho- tographs were taken. B. Digital Photo Requirements: 1. Format: Truecolor "JPG" (JPEG) medium resolution images. a. Minimum image pixel dimensions: 1024 x 768 b. Maximum image pixel dimensions: 1600 x 1200 2. Include images in a compressed archive "zip" file, then send file to the Project Manager at the Architect's office as an e-mail attachment. The Architect's file management system cannot accept attachments larger than 15 MB. C. Take photographs before close of business Wednesday, during daylight hours. D. Format and upload the weekly project photos to allow internet use by others. 1. Information on this procedure is available in "Costco Wholesale sitelfolio General Contractor User Guide" appended to the Project Manual. 2. Upload to sitelfolio no later than 10:00 am Pacific Time each Thursday morning. 3. Provide email notification to Architect's Project Manager and Owner's Project Manager immediately after digital photos are uploaded to sitelfolio. - 2.4 SPECIAL REPORTS A. General: Submit special reports directly to Owner within one (1) day of an occurrence. Distribute copies of report to parties affected by the occurrence. B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the work, prepare and submit a special report. List chain of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in ad- vance when these events are known or predictable. 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At appropriate intervals, update sched- ule to reflect actual construction progress and activities. Issue schedule updates two (2) days before each regularly scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the re- port of each such meeting. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 SECTION 01320 Page 4 CONSTRUCTION PROGRESS DOCUMENTATION 3.2 WEEKLY JOB REPORT SUBMITTAL: A. Complete the attached or similar electronic form of the Weekly Job Report Form on Wednesday of each week with updated construction status. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the work progresses, indicate Actual Completion percentage for each activity. B. Distribution: Distribute copies of approved schedule to Architect, Owner, separate con- tractors, testing and inspecting agencies, and other parties identified by Contractor with a need -to -know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have com- pleted their assigned portion of the work and are no longer involved in perform- ance of construction activities. B. Format and upload the Weekly Job Report to allow internet use by. others. 1. Information on this procedure is available in "Costco Wholesale sitelfolio General Contractor User Guide" appended to the Project Manual. 2. Upload Weekly Job Report to sitelfolio no later than 10:00 am Pacific Time each Thursday morning. 3. Provide email notification to Architect's Project Manager and Owner's Project Manager immediately after Weekly Job Report is uploaded to sitelfolio. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel WAREHOUSE WEEKLY JOB REPORT MULVANNYG2 ARCHITECTURE 1160 Saxon Drive SECTION 01320 Page 5 CONSTRUCTION PROGRESS DOCUMENTATION MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01320 Page 6 CONSTRUCTION PROGRESS DOCUMENTATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 01320 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01330 SUBMITTAL PROCEDURES A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. B. Related Sections include the following: 1. Division 1 Section "Payment Procedures" for submitting Applications for Payment and the Schedule of Values. 2. Division 1 Section "Project Meetings" for submitting and distributing meeting and conference minutes. 3. Division 1 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule. 4. Division 1 Section "Quality Requirements" for submitting test and inspection reports. 5. Division 1 Section "Closeout Procedures" for submitting Warranties, Record Drawings, Record Specifications, Record Product Data, Operation and Maintenance Data. 6. Divisions 2 through 16 Sections for specific requirements for submittals in those Sections. 1.3 DEFINITIONS A. Submittals — Written data, graphic information, shop drawings, samples, schedules, etc. B. Types of Submittals 1. Conformance Certification — The intent is that NO SUBMITTALS be made to the Architect if a product is listed on the "Conformance Certification List" and is incorporated into the work as specified. See the Conformance Certification Requirements in this section for additional conditions. a. Specification Sections listed in the "Conformance Certification List" will retain their Submittal Requirements but the Contractor is not required to make the submittals unless requesting a substitution. b. Submittals of specified products on the "Conformance Certification List" will NOT be reviewed by the Architect and will be discarded. 2. Action Submittals — Submittals requiring the Architect's review or approval. C. Substitution — Product not as specified that the Architect has approved. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01330 Page 2 SUBMITTAL PROCEDURES 1.4 SUBMITTAL PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that requires sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the work so processing will not be delayed because of need to review submittals concurrently for coordination. B. Processing Time: Allow enough time for submittal review, including time for re- submittals, as follows. Time for review shall commence on Architect's receipt of submittal. 1. Initial Review: Allow fifteen (15) days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Concurrent Review: Where concurrent review of submittals by Architect's consultants, Owner, or other parties is required, allow twenty-one (21) days for initial review of each submittal. a. Structural, mechanical, plumbing, and electrical components C. Identification: Clearly indicate specific submittal (product or model) intended for use on this project. For submittals with more than one product identified, indicate which product is intended for use on this project. Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. c. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. j. Other necessary identification. D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. E. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART2 PRODUCTS 2.1 CONFORMANCE CERTIFICATION REQUIREMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01330 Page 3 SUBMITTAL PROCEDURES F. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Transmittal Form: Use the attached Submittal Transmittal form at the end of this section. G. Use for Construction: Use only final Submittals in the Work that have marks indicating action has been taken by Architect. A. See the "Conformance Certification List" for products that qualify as Conformance Certification Submittals. B. Do NOT submit any documentation, product data, shop drawings, etc. to the Architect if the product incorporated into the work is exactly as specified. C. At Project Closeout, indicate on the "Conformance Certification List" the manufacturer of the product that was incorporated into the work. D. Sign the Product Conformance Certification form and forward along with the "Conformance Certification List" that indicates the manufacturer of the product to the Architect. No further action is required. 1. Note products on the list that were approved substitutions and include the approved "Substitution Request Form" with the list. E. IMPORTANT: Non - complying "Conformance Certification" products found incorporated into the work that are not approved substitution must be replaced immediately with specified products at no cost to the Owner, no change to the construction schedule and no operational impacts to the Owner. 1. No Substitutions will be allowed for non - complying products — they must be replaced with specified products; i.e., no "after installation" approvals. F. If the Contractor proposes to use a product that is NOT as specified, a "Substitution Request" must be submitted for the Architect's approval prior to installation. 1. If the Architect approves the substitution, all submittal requirements noted in the applicable specification section must be met. 2. Approving the "Substitution Request" does not alleviate the submittal requirements. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01330 Page 4 SUBMITTAL PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 3. Provide substitution submittals to the Architect for approval following procedures for "Action Submittals ". 2.2 ACTION SUBMITTAL REQUIREMENTS A. Application for Payment: Comply with requirements in Division 1 Section "Payment Procedures." B. Schedule of Values: Comply with requirements in Division 1 Section "Payment Procedures." C. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. D. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. include the following information, as applicable: . a. Manufacturer's written recommendations. b. Manufacturer's product specifications. c. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory- installed wiring. g. Printed performance curves. h. Operational range diagrams. i. Mill reports. j. Standard product operating and maintenance manuals. k. Compliance with recognized trade association standards. I. Compliance with recognized testing agency standards. m. Application of testing agency labels and seals. n. Notation of coordination requirements. 4. Submit (5) copies. E. Shop Drawings: Prepare Project - specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Types of Prints Required: Submit five (5) full -size bond copies of each sheet of shop drawings. Architect will returned (1) copy showing all review comments. Contractor shall make and distribute additional copies as required. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Preparation: Include the following information, as applicable: SECTION 01330 Page 5 SUBMITTAL PROCEDURES a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing -in and setting diagrams. e. Wiring diagrams showing field- installed wiring, including power, signal, and control wiring. f. Shopwork manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. I. Notation of dimensions established by field measurement. 3. Sheet Size: Except for templates, patterns, and similar full -size drawings, submit Shop Drawings on sheets at least 8 -1/2 by 11 inches but no larger than 30 by 42 inches. F. Samples: Prepare physical units of materials or products, including the following: 1. Comply with requirements in Division 1 Section "Quality Requirements" for mockups. 2. Provide samples or samples identical to the precise article proposed to be provided. Identify all items by manufacturer, item, color name and number, and location in the work. 3. Number of Samples Required a. Unless otherwise specified, submit samples in the quantity required to be returned, plus one (1) which will be retained by the Architect. b. By pre- arrangement in specific cases, a single sample may be submitted for review, and when favorably reviewed be installed at a location agreed upon by the Architect. G. Colors and Patterns: If precise color and pattern is not called out in the contract documents, submit accurate color and pattern charts to the Architect for selection. 1. Submit samples for review of type, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed. a. If variation in color, pattern, texture, or other characteristic is inherent in the product represented by a sample, submit at least three (3) sets of paired units that show approximate limits of the variations. 2. Disposition: Maintain sets of approved samples at project site, available for quality- control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01330 Page 6 SUBMITTAL PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel H. INFORMATIONAL DATA 1. General: Prepare and submit Informational Submittals required by other Specification Sections. a. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. b. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements." Construction Schedule: The Contractor shall furnish the Architect with a Construction schedule with bar graph for the project before the start of construction. The schedule will be updated weekly, and sent directly to the Owner and Architect for their review. J. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. K. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. L. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. M. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project. 2.3 SUBSTITUTIONS A. Submit "Substitution Request Form" (Document 00100 — Instructions to Bidders) listing proposed product to the Architect for approval. B. Substitutions request made via "Request for Information" process are NOT valid — a "Substitution Request" form must be used. C. Approving the substitution: 1. Is made with the condition that no additional cost will be incurred by the Owner and that there are no changes to Construction Schedule. 2. Does not relieve the Contractor from meeting the requirements of the Contract Documents. 3. Is made without conditions to other parts of the work, i.e., if the substitution requires other parts of the work to be modified, the Contractor is responsible for making all necessary changes without additional cost to the Owner. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 3 EXECUTION 3.1 CONTRACTOR'S REVIEW COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01330 Page 7 SUBMITTAL PROCEDURES D. Approved Substitutions require that ALL submittal requirements noted in the applicable Specification Section be met. A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT'S ACTION SUBMITTAL FORM A. Review by the Architect and Engineer does not relieve the Contractor from responsibility for error and omissions, which may exist in the submitted data. B. General: Architect will not review submittals that do .not bear Contractor's approval stamp and will return them without action. C. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken. D. Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. E. Submittals not required by the Contract Documents will not be reviewed and may be discarded. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01330 Page 8 SUBMITTAL PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 Distributed To Sent To / On Date Received No. of Copies Architect Consultant Architect Contractor Subcontractor Owner Other RANSMITT Project: Owner: ❑ Shop Drawings ❑ Product Data Submittal Description: Number of Sheets: Supplier / Subcontractor / Manufacturer: Attachments COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel ❑ Samples 1160 Saxon Drive Date: MG2 #: Contractor: ❑ Catalogs / Books Date: Submittal Action ❑ Conforms to Design Concept ❑ Conforms to Design Concept with Revisions as Shown ❑ Non - Conforming, Revise & Re- Submit ❑ No Action Required - Submittal not required; retained for project file SECTION 01330 Page 9 SUBMITTAL PROCEDURES Comments / Questions: Reviewer Comments: Reviewed By: Date: MULVANNYG2 ARCHITECTURE MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 SECTION 01330 Page 10 SUBMITTAL PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93 -0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 Project Closeout Submittal: Submit to the Architect the Conformance Certification List that indicates: SECTION 01330 Page 11 SUBMITTAL PROCEDURES The selected manufacturer where the specifications allowed a choice of multiple manufacturers. The Reference Standard (e.g., ASTM Standards) specified if the product was not specified by manufacturer. Substitutions Attach the approved Substitution Request Forms to the Conformance Certification List. No further action is required. Substitutions: Further, I/We acknowledge that no substitutions of the Specified Materials /Products on the attached Conformance Certification List have been made except those approved by the Architect. Only materials /products submitted to the Architect on the approved Substitution Request Form (Doc 00100 — Instructions To Bidders) and approved by the Architect are considered approved substitutions — approvals given via Request for Information (RFI) forms or verbal approvals are not valid substitutions. Non - Conforming Products: I/We agree that if non - conforming materials /products are incorporated into the work, they will be replaced immediately with specified materials /products at no cost to the Owner, no change to the construction schedule and no operational impacts to the Owner. Certification: I/We, certify that the materials /products listed on the attached Conformance Certification List are incorporated into the work and are in full compliance with the specifications. I have read the above and agree to the terms. The General Contractor and the Sub - contractor must execute the provided Conformance Submittal for each product specified. General Contractor Address Printed Name Signature Authorized Representative(s) COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 01330 MULVANNYG2 ARCHITECTURE Date 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 SECTION 01330 Page 12 SUBMITTAL PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MUL,VANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS 1.4 DEFINITIONS 1.5 SUBMITTALS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01400 QUALITY REQUIREMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1.3 EXTENT OF WORK THIS SECTION) A. Inspections by Public Officials: Contractor shall call for all inspections required by building officials having jurisdiction. Final payment to the Contractor will not be made until final inspection has been made, all items corrected, and an occupancy permit has been issued for the building. B. Inspections by Independent Agencies: The inspection work as listed below shall be made by a testing laboratory selected by the Architect and approved by the building official. All tests shall be performed in accordance with the building code. Submit written reports of inspections and tests to the Architect, Structural Engineer, General Contractor, and building official. A. Quality- Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. B. Quality- Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Architect or Construction Manager]. C. Mockups: Full- size,physical example assemblies to illustrate finishes and materials. Mockups are used to verify selections made under Sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples. Mockups establish the standard by which the Work will be judged. A. Inspectors and testing laboratories shall submit written inspection and test result reports. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01400 Page 2 QUALITY REQUIREMENTS 1.6 QUALITY ASSURANCE 1.7 COSTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Inspectors and testing laboratories shall distribute copies of reports to: 1. Architect 2. Owner 3. Contractor 4. Engineer 5. Building department or other authority having jurisdiction over the Work. A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in- service performance and approved by local authority, as well as sufficient production capacity to produce required units. B. Testing, when required, shall conform to all pertinent codes and regulations, selected ASTM standards, and as otherwise specified. C. Notices: Notify independent agency, building official, and Architect at least twenty -four (24) hours before work required inspection is started. A. Owner: Costs for code required inspections and tests requested by Owner on earthwork, masonry, steel work, and concrete placed on the site will be paid by the Owner. B. Contractor: the Contractor shall pay Costs for confirmation of flatness and or levelness of concrete slab. C. Costs for re- inspections and re- tests, and added costs for inspections and tests due to poor workmanship, non - compliance with the Contract Documents, late scheduling, cancellations, or ill -timed notices are the responsibility of the Contractor. 1. When initial tests display non - compliance with the Contract Documents, the same testing agency that performed the initial tests shall do the work of re- inspection or re- testing the earlier tests. 2. Payment for re- inspection or re -test costs will be made to the testing agency by the Owner, but the Contract Sum in the Agreement between Owner and Contractor will be adjusted by Change Order to recover the cost. 3. Inspection and testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor and paid for by the Contractor. PART 2 PRODUCTS 2.1 CLIENT COORDINATION A. General Requirements 1. Attend all pre - construction and job -site meetings. 2. Review all drawings and specifications. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 3. Prepare written reports of test results on a timely basis. PART 3 EXECUTION (Not Usedl END OF SECTION 01400 MULVANNYG2 ARCHITECTURE SECTION 01400 Page 3 QUALITY REQUIREMENTS a) Reference the job name, location, Architect and Project Manager's name, General Contractor and name of person preparing the report, printed legibly. b) Type or write legibly the daily inspection reports describing the construction completed. c) Send the reports, every week, to the Architect, Owner, Engineer, Contractor and local authority, if local authority requires copies. 4. Notify Architect and Engineer by telephone or fax memo immediately, meaning on the day of discovery, of test results not meeting specified requirements. 5. Notify Architect and Engineer by telephone or fax memo immediately, of deficiencies in construction. 2.2 DETAILED REQUIREMENTS: The following inspections and tests shall be made by an independent agency as outlined below (paid by Owner) and the testing and inspection services outlined below include but are not limited to the following: A. Building Construction and Materials Testing, as required by technical specifications. 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10 /20 /08 SECTION 01400 Page 4 QUALITY REQUIREMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93-0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 1 GENERAL 1.1 RELATED DOCUMENTS SECTION 01420 REFERENCES A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. "Approved ": The term "approved," when used to convey Architect's action on Contractor's submittals, applications, and requests, is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed ": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by Architect, requested by Architect, and similar phrases. D. "Indicated ": The term "indicated" refers to graphic representations, notes, or schedules on Drawings or to other paragraphs or schedules in Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. E. "Regulations ": The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish ": The term "furnish" means to supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install ": The term "install" describes operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide ": The term "provide" means to furnish and install, complete and ready for the intended use. I. "Installer ": An Installer is the Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub - subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01420 Page 2 REFERENCES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel C. Conflicting Requirements: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. D. Abbreviations and Acronyms for Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale Research's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S. E. Abbreviations and Acronyms for Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. BOCA BOCA Evaluation Services (joined with ICBO ES) CABO Council of American Building Officials (See ICC) IAPMO International Association of Plumbing and (909) 472 -4100 Mechanical Officials (The) www.iaomo.com ICBO ICBO Evaluation Services (800) 284 -4406 www.iccsafe.org (562) 699 -0541 ICC International Code Council (703) 931 -4533 (Formerly: CABO - Council of American Building Officials) www.inticode.orq ISO International Standards Organization www.iso.orq SBCCI Southern Building Code Congress International, (205) 591 -1853 Inc. www.sbcci.orq MULVANNYG2 ARCHITECTURE (800) 423 -6587 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 2 PRODUCTS (Not Usedl PART 3 EXECUTION (Not Usedi COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 01420 MULVANNYG2 ARCHITECTURE SECTION 01420 Page 3 REFERENCES 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01420 Page 4 REFERENCES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS 1.2 SUMMARY 2.1 MATERIALS 2.2 EQUIPMENT COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01500 TEMPORARY CONSTRUCTION FACILITIES A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. 1.3 PROJECT CONDITIONS A. Temporary Utilities: At earliest feasible time, when acceptable to Owner, change over from use of temporary service to use of permanent service. 1. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2 DETAILED REQUIREMENTS A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Architect. Provide materials suitable for use intended. A. General: Provide equipment suitable for use intended. B. Field Office Building: Provide a substantial, weather -tight office building on site where directed. Have the office fully operable, with power and telephone service connected, from the start of construction until project is completed and closed out. Allow the Owner and Architect the use of Field Office, equipment and communication equipment for local calls. Provide the following Field Office Equipment: 1. Plain paper copy machine and a fax machine connected to a dedicated telephone line. 2. Computer with Internet/e -mail capability. 3. Job Telephone: Provide non - coinbox telephone connected to serving utility exchange. Pay all telephone and fax charges for job related use by Owner and Architect, except for long distance charges. a. Provide an answering machine, voice -mail service, or messaging service. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01500 Page 2 TEMPORARY CONSTRUCTION FACILITIES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel b. Provide project manager and superintendents with pagers and portable cellular telephones for use in making and receiving telephone calls when away from field office. C. Temporary Utilities: Use of Owner's existing electrical, heat, and water will be permitted without metering. Contractor shall provide safe temporary connections and maintain conditions acceptable to the Owner. D. Temporary Heat: Furnish temporary heat, including fuel and power, as required to protect materials and work from dampness and cold and to dry out the building. Use methods approved by the Architect. Permanent heating plant may be used for this purpose when completed at no cost to the Owner. Refer to technical sections for temperatures to be maintained for the work of various trades. E. Sanitary Facilities: Provide temporary toilets,.wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. 1. Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. F. Temporary Enclosures: Provide wood batten doors and transparent plastic covered windows for exterior wall openings of building until it is dry. Windows may be glazed in lieu of covering, if glass is protected. G. On -Site Fire Protection: From the time the project starts until its completion and acceptance by the Owner, the General Contractor shall maintain adequate fire extinguishers on the premises, readily available to his workmen, for the protection of the building and its contents. H. Temporary Partitions: Provide temporary construction barriers, made of non- combustible materials throughout. Wood and plywood used must be fire- retardant treated, plastic sheeting used must be flame resistant. I. Temporary Barricades And Fences: Contractor shall provide fences and all safeguards necessary for the convenience and protection of the public, as required by code and law enforcement regulations. Keep abutting streets and other thoroughfares open to traffic, using only portions of streets allowed by permit. Contractor will be responsible for damage or injury occurring to either persons or property through carelessness or neglect by himself, his employees, or subcontractors. 2.3 Field Office Staff: Provide the following required project staff: A. Project Manager, one (1) minimum, may be part -time and located off-site: Oversees and supervises the entire project. Responsible for the managing /estimating of the all phases of the entire project. B. Job Superintendent, one (1) minimum, required on -site full -time: Superintendent provides overall administrative and technical direction for the project: • MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01500 Page 3 TEMPORARY CONSTRUCTION FACILITIES C. Project Engineer, one (1) minimum, may be part-time and located off -site for small projects: Project Engineer supports superintendent and project manager by performing administrative and technical functions. D. Secretary, one (1) minimum. recommended full -time and located on site: Supports field staff. 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil- bearing water runoff or airborne dust to adjacent properties and walkways, according to requirements of authorities having jurisdiction. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. • 3.3 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Avoid using tools and equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near project site. B. Storm -water Control: Provide earthen embankments and similar barriers in and around excavations and sub -grade construction, sufficient to prevent flooding by runoff of storm -water from heavy rains. C. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from construction damage. Protect tree root systems from damage, flooding, and erosion. D. Temporary Fire Protection: Until fire- protection needs are supplied by permanent facilities, install and maintain temporary fire - protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241. MULVANNYG2ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 • Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01500 Page 4 TEMPORARY CONSTRUCTION FACILITIES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 01500 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01700 EXECUTION REQUIREMENTS A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the work including, but not limited to, the following: 1. General installation of products. 2. Protection of installed construction. 3. Correction of the Work. 1.3 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products according to the manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. This applies to products included in this contract as well as products furnished by the Owner, as described in Section 01100 "Summary of Work ". 1. Schedule delivery to minimize Tong -term storage at the site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to the site in an undamaged condition in the manufacturer's original, sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 5. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. 6. Store heavy materials away from the project structure in a manner that will not endanger the supporting construction. 7. Store products subject to damage by the elements above ground, under cover in a weather -tight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. 1.4 WORKMANSHIP: All work involved in this project shall reflect the best possible workmanship. Work which is not of the best workmanship shall be corrected or redone as is required for approval by the Architect, at no additional cost to the Owner. No trade should apply finishes or materials to surfaces until he feels that the surfaces are ready to receive his finish or material and produce the best possible workmanship. A trade which applies finishes or materials to a surface, which is not ready, shall remove and correct the work, as well as prepare the existing surface involved at no additional cost to the Owner. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01700 Page 2 EXECUTION REQUIREMENTS PART 2 PRODUCTS (Not Used PART 3 EXECUTION 3.1 EXAMINATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Existing Conditions: The existence and location of utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the work. B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 3.2 PREPARATION A. Field Measurements: 1. Take field measurements as required to fit the work properly. Recheck measurements before installing each product. Where portions of the work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the work. B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on drawings. C. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report and Request For Information (RFI) to the Architect. 3.3 INSTALLATION 1. Prepare the RFI using the standard form at the end of this section, following the instructions included with the form. A. General: Locate the work and components of the work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. 4. Maintain minimum headroom clearance of 8 feet in spaces without a suspended ceiling. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Corn pletion. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01700 Page 3 EXECUTION REQUIREMENTS D. Conduct construction operations so no part of the work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual. effect. Fit exposed connections together to form hairline joints. H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.4 PROTECTION OF INSTALLED CONSTRUCTION A. Protection of Concrete Floor Slab 1. To prevent permanent stains on the concrete surface, the following steps shall be taken: a. No trade shall park vehicles on the inside slab. If necessary to complete their scope of work, drop cloths shall be placed under vehicles at all times. b. No pipe- cutting machine shall be used on the inside floor slab. c. To avoid rust staining, place no steel on interior floor slab. d. See Section 03310 for tire use on concrete surfaces. B. Protection and Restoration of Property 1. Existing underground utilities of record are indicated on the Construction Documents, when record drawings were available. They are indicated for the Contractor's convenience only. The Owner and Architect assume no responsibility and or liability for the accuracy of locations or failure to indicate locations. 2. The location of existing underground utilities, as indicated on the drawings, is approximate only, and the Contractor shall be responsible for determining their exact location. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in all areas, as not all utilities may be indicated on the drawings. a. Call the Utility Location Request Center (One Call Center) for field locations, not Tess than two (2) nor more than ten (10) business days before the scheduled date of excavation. b. There may be utilities on the project that are not part of the One -Call system. Contractor to contact those utilities directly for location assistance. c. Contractor is responsible for all breakages of utilities or services resulting from his operations. Hold the Owner and his representatives harmless from all . claims resulting from disruption of service and or damages to service. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01700 Page 4 EXECUTION REQUIREMENTS d. Contractor is responsible for coordination with the utility companies and arranging for movement or adjustment, either temporary-or permanent, of their services within the project limits. e. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company. Such costs shall be considered incidental to the Contract. f. Existing utilities for telephone, power, gas and television cable facilities shall be relocated by the appropriate utility company unless otherwise noted on the drawings. g. Contractor is solely responsible for damage to completed portions of the project and for damage to property located off the site, such as pollution of rivers, streams, ground water or other waters, caused by siltation, run -off, erosion and other construction operations, occurring during the construction of the project. Exercise all necessary precautions throughout the project to prevent such property damage. 3. Provide final protection and maintain conditions that ensure installed work is without damage or deterioration at time of Substantial Completion. 3.5 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in Division 1 Section "Cutting and Patching." 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. 3.6 INSTRUCTIONS FOR USING RFI "REQUEST FOR INFORMATION" FORM A. Prepare the Request for information (RFI) using the standard form following this section. B. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. C. Assign each RFI consecutive four (4) digit numbers starting with "0001 ", limiting each RFI to one subject only. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. If more information is requested about the same subject, use the same 4 -digit number with " —R1" appended; i.e. "0001 -R1 ", "0001 -R2" for the next request on the same subject, and so forth. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 Distributed To Sent To On Date Received Response Sent Architect Consultant Architect Contractor Subcontractor Owner Other Urgent ❑ Need Response By: Project: Owner: Subject: Request: Attachments: Date: Architect #: Contractor: Reference: Requested By: RFI No.: SECTION 01700 Page 5 EXECUTION REQUIREMENTS ❑ Civil ❑ Architectural ❑ Structural ❑ Mechanical ❑ Electrical ❑ I Cost Impact ❑ Time Impact ❑ Estimated Cost $ ▪ Carry out the following instructions with no change in Contract Sum or Time • Submit itemized Proposal for changes in the Contract Sum or Time for the following instructions. THIS IS NOT A DIRECTION TO PROCEED. Response: Attachments Response By: Date: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01700 Page 6 EXECUTION REQUIREMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 01700 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01731 CUTTING AND PATCHING A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for cutting and patching. B. Related Sections include the following: 1. Requirements in this Section apply to mechanical and electrical installations. Refer to Divisions 15 and 16 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations. 1.3 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load- carrying capacity or load- deflection ratio. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. C. Miscellaneous Elements: Do not cut and patch the following elements or related components in a manner that could change their load- carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 1. Water, moisture, or vapor barriers. 2. Membranes and flashings. 3. Exterior curtain -wall construction. 4. Equipment supports. 5. Piping, ductwork, vessels, and equipment. 6. Noise- and vibration - control elements and systems. D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. E. Cutting and Patching Conference: Before proceeding, meet at project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01731 Page 2 CUTTING AND PATCHING 1.4 WARRANTY PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. PART2 PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other sections of these specifications. B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 3.1 EXAMINATION 3.2 PREPARATION 3.3 PERFORMANCE 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of existing materials. A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. A. Temporary Support: Provide temporary support of work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 01731 MULVANNYG2 ARCHITECTURE SECTION 01731 Page 3 CUTTING AND PATCHING 1. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete, Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond -core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other sections of these specifications. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or re -hang existing ceilings as 'necessary to provide an even -plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weather -tight condition. 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01731 Page 4 CUTTING AND PATCHING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specifications Sections, apply to this Section. 1.2 SUMMARY COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 01770 CLOSEOUT PROCEDURES A. This Section includes administrative and procedural requirements for Contract Closeout, including, but not limited to, the following: 1. Pre - Substantial Completion Inspection requirements including Insurance and Utility requirements, Clean up and Submittal Requirements. 2. Substantial Completion Inspection and Punch Lists. 3. Submittals required prior to Final Closeout including Project Record Documents and Operation and Maintenance Manuals. 4. Final Payment Requirements. B. Related Sections Include The Following: 1. Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 1 Section "Temporary Construction Facilities" for building temporary utility cost and billing procedures. 1.3 PRE - SUBSTANTIAL COMPLETION INSPECTION REQUIREMENTS A. Approximately one (1) month before the scheduled date of Substantial Completion Inspection, confirm the date with the Architect so travel can be at discount rates. B. Unrestricted Use: Obtain all releases that permit the Owner unrestricted use of the Work and access to services and utilities — include Occupancy Permit, operating certificates, and similar releases. C. Occupancy Permit: Obtain the Occupancy Permit prior to date of inspection. D. Racking must be in place prior to requesting the Substantial Completion Inspection. E. Initial Punch List: Prepare the Initial Punch List of items to be completed and corrected. Include the value of items on the list and the reasons why the Work is not complete. 1. Forward to the Architect. 2. Format the Punch List to comply with CSI Form 14.1A and include: a. List of spaces in sequential order starting with the exterior. b. Organize items applying to each space by major element (floors, walls, etc.). c. Include the project name and location, date, contractor's and architect's names, and page number. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01770 Page 2 CLOSEOUT PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel F. Insurance: Notify and make arrangements to transfer the insurance to the Owner. G. Temporary Facilities: Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. H. Testing of Systems: Complete startup testing of systems including building management system and sensor controlled lighting. I. Submit Operations and Maintenance Manuals. J. Instruction of Owner's Personnel: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. See demonstration and training in Part 3. K. Fire sprinkler installation "Conformance Submittal ": Submit the completed and signed submittal located in Section 13910 Fire Sprinkler. 1.4 SUBSTANTIAL COMPLETION INSPECTION AND PUNCH LISTS A. The Owner and Architect (including consultants) will conduct the Substantial Completion Inspection. B. Initial Punch List: The Architect will utilize the Initial Punch List to create the Final Punch List. The Final Punch List includes, but is not limited to, Punch Lists created by: 1. Contractor and major subcontractors 2. Owner 3. Architect (including separate punch list created by consultants) 4. Refrigeration Installation Contractor 5. Health Department 6. Building Department 7. Other Governing Agencies C. The Architect will issue a Certificate of Substantial Completion after the inspection or will notify the Contractor in writing of items — either on the Contractor's list or additional items identified by the Architect — that must be completed or corrected before the certificate will be issued. D. Within fourteen (14) days of the date of Substantial Completion, the Contractor shall complete the Punch List items. E. When items in the Final Punch Lists are complete or corrected, review the lists with the Costco Warehouse Manager for verification and signature. The signed -off Punch Lists shall be forwarded to the Architect with the application for Final Payment as described in Division 1 "Payment Procedures." 1.5 SUBMITTALS REQUIRED PRIOR TO FINAL CLOSEOUT A. Record (As- Built) Documents Requirements: Show to scale (where possible) or by figured dimensions all changes to the drawings. 1. Indicate the locations of all ducts, conduits, pipes, or other facilities not exposed in the finished work. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Record Drawing Submittals including, but not limited to, SECTION 01770 Page 3 CLOSEOUT PROCEDURES 2. Show materials, size and depth from surface of said installations as well as line followed. 3. Show exact location of all utilities underground within the construction limits. 4. Provide two (2) copies, marked to reflect record (as- built) conditions. 1. Drawings for Architectural, Metal Building System, Miscellaneous Steel, HVAC, Plumbing, Electrical and Fire Protection Systems. 2. Specifications including all addenda and Change Orders. C. Operation and Maintenance Manuals: Submit Final Submittal of Operation and Maintenance Manuals that incorporates the Architect's review comments. D. List of Subcontractors. Include trade, firm name, and individual contact and telephone number. Bound into Warranty and Guarantee Submittal Binders. E. Originals of all Certificates of Inspections / Building Permits. Bound into Warranty and Guarantee Submittal Binders. Include certificates /permits. F. Additional Stock, Materials, Spare Parts and Tools: Provide as required by individual specification sections. Label with manufacturer's name and model number where applicable. 1. Deliver directly to the Owner 2. Send a copy of the transmittal to the Architect. G. Warranties, Work Guarantees and Bonds. H. Obtain Bonds and Maintenance Agreements I. Contractor shall return to Architect all drawings and specifications loaned to Contractor during construction period. 1.6 DEMONSTRATION AND TRAINING A. Instruction: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Provide instructors experienced in operation and maintenance procedures. 2. Provide instruction at mutually agreed -on times. For equipment that requires seasonal operation, provide similar instruction at the start of each season. 3. Schedule training with Owner through Architect with at least seven (7) days' advance notice. 4. Coordinate instructors, including providing notification of dates, times, length of instruction, and course content. B. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections. For each training module, develop a learning objective and teaching outline. Include instruction for the following: 1. System design and operational philosophy. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01770 Page 4 CLOSEOUT PROCEDURES PART 2 CLEANUP REQUIREMENTS 2.1 CLEANUP COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Review of documentation. 3. Operations. 4. Adjustments. 5. Troubleshooting. 6. Maintenance. 7. Repair. A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. See cleaning procedures in Part 3. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste m litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. c. Rake grounds that are neither planted nor paved to a smooth, even - textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove snow and ice to provide safe access to building. f. Clean exposed hard - surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. h. Sweep concrete floors broom clean in unoccupied spaces. i. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision - obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. j. Remove labels that are not permanent. k. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel I. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. m. Replace parts subject to unusual operating conditions. n. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. • o. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. p. Clean ducts, blowers, and coils if units were operated without filters during construction. q. Clean Tight fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. C. Leave Project clean and ready for occupancy. END OF SECTION 01770 MULVANNYG2 ARCHITECTURE SECTION 01770 Page 5 CLOSEOUT PROCEDURES 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 01770 Page 6 CLOSEOUT PROCEDURES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 1 GENERAL COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 03320 CONCRETE SLAB PATCHING AND REPAIR 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work in this section. 1.2 EXTENT OF WORK (IN THIS SECTION): Perform all cast -in -place Portland Cement concrete work on site and in the building, including all interior concrete work, where cuts are made in floor slab for new piping installed as part of this work. 1.3 STANDARD SPECIFICATIONS: Conform to "Specifications for Structural Concrete for Building" ACI -301, as modified herein and on the drawings as part of these Specifications. A. One (1) copy of ACI Field Reference Manual (Sp -15) containing ACI -301 shall be available in the field office. Reference is available from American Concrete institute, 38800 Country Club Drive, Farmington Hills, MI 48331, Ph: 248 -848 -3700, Fax: 248- 848 -3701 . All product application to conform to the manufacturer's recommendations. B. Concrete Slabs on Grade: Conform to ACI -302 "Guide for Concrete Floor and Slab Construction" as modified herein and on the drawings as part of these Specifications. C. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." D. ACI 318, "Building Code Requirements for Reinforced Concrete." E. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice." 1.4 ACTION SUBMITTALS A. Concrete Mix Design: Fifteen (15) days prior to placing concrete, submit written mix designs of each proposed mix for each class of concrete to Architect for review. Present documentation that the proposed mix design, using actual aggregates, additives, and cement of the proposed mix for this project meets the requirements described herein. 1. Review of mix design does not relieve Contractor of responsibility of concrete performance. B. Product data for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, water- stops, joint systems, curing compounds, and others if requested by Owner's Representative. C. Laboratory test reports for concrete materials and mix design test. D. Batch Ticket Information: Deliver a computer - generated concrete mix data with each concrete delivery, accurately listing the specific components in the load as delivered to the site. Include the following information as separate line items — 1. Batch Number, Truck Number, Batch Time, and Mix Number, 2. Weight and classification of coarse aggregates, 3. Weight and classification of fine aggregates, 4. Weight and classification of Portland cement, MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 03320 Page 2 CONCRETE SLAB PATCHING AND REPAIR 5. Weight of Water, 6. Admixtures used, and the amount in the mix. 1.5 CONFORMANCE SUBMITTALS A. Conformance Submittals will be allowed for products described below, and will not require Architect's approval before incorporating the material into the work. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Curing Compound: 1. Product Data: Include Curing Agent manufacturer's specifications, together with surface preparation and application instructions. C. Seal and Hardeners: Submit to the Architect the following: 1. Materials list of items proposed to be provided under this section, together with manufacturer's specifications. 2. Proof of USDA approval for use in food preparation areas 3. Manufacturer's recommended installation procedures which, when reviewed by the Architect, became the basis for installation procedure used. 4. Letter from product manufacturer approving applicator for this project. Do not proceed with application of these products until after Architect has returned reviewed submittals. 5. Material Safety Data Sheet (MSDS) for products provided. 6. List of trained, certified applicator subcontractors allowed to bid the application of the product specified. The manufacturer shall also designate a technical representative responsible for this project. D. Joint Fillers 1. Submit manufacturer's data describing joint armor material to be used for Architect's review. 2. Submit manufacturer's data describing shrinkage joint filler to be used for Architect's review. Submit letter from manufacturer stating application is approved by manufacturer. 3. Submit manufacturer's data describing exterior construction joint filler to be used for Architect's review. 1.6 DEFECTIVE WORK: Remove and replace as directed all concrete work which is damaged or improperly placed, cured, or finished. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 1.7 EMBEDDED ITEMS - GENERAL CONTRACTOR'S RESPONSIBILITY PART 2. PRODUCTS 2.1 CONCRETE B. Quality: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 03320 Page 3 CONCRETE SLAB PATCHING AND REPAIR A. Coordinate placing embedded items to avoid impairing structural strength of concrete or displacing reinforcing steel. General Contractor is responsible for supervision of the placement by all trades. A. General: Use only ready -mix concrete furnished by an established supplier, conforming to ASTM C 94- "Specification for Ready -Mixed Concrete." 1. Concrete at general slab pours where curing time can be 28 days: Use Type I Cement. 2. Concrete at slab repairs, at trench cuts, and other interior remodel work where short curing time is required: Use Type III Cement for high early strength. 1. Concrete shall attain the ultimate strength called for in Structural Notes, and shall be determined by standard cylinder tests, ASTM C -31 and C -150. 2. Slabs on grade: - three (3)" to four (4)" maximum slump 3. Walls and footings: - three (3)" to four (4)" maximum slump 4. See Structural General Notes. C. Components 1. Cement: Portland Cement, one brand of uniform color conforming to ASTM C 150 - "Specification for Portland Cement ". See Structural Notes. 2. Normal- Weight Aggregates: ASTM C 33, coarse aggregate, uniformly graded. a. Aggregates: Free of materials with deleterious reactivity to alkali in cement which causes A.S.R. (alkaline - silica or alkaline- carbonate reactivity). 3. Water - 1) Provide aggregates from a single source with documented service record data of at least 10 years' satisfactory service in similar pavement applications and service conditions using similar aggregates and cementitious materials. b. Fine - Natural sand c. Coarse - Natural gravel size No. 467 or 11/2" tq No. 4 size. Free from deleterious substances. d. Walls & Vertical Faces: Use aggregate gradation the same as slab on grade, except limit maximum aggregate size to one (1) ". a. Clean and free from deleterious substances and shall be potable. b. Maximum water to cement ratio = .49. c. Limit water to cement ratio to 0.45 and use Type 'V' cement where soils water soluble sulfate exceeds 0.20 percent by weight. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 03320 Page 4 CONCRETE SLAB PATCHING AND REPAIR d. Add no water to concrete at the site. e. If increased workability is required, submit mix design with super- plasticizer admixture to be added at the concrete plant. 4. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water - soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 2.2 CONCRETE POWER SAW a. Admixtures which may be submitted for approval for use on this project include, but are not limited to the following: 1) Water - Reducing Admixture: ASTM C 494/C 494M, Type A. 2) High- Range, Water- Reducing Admixture: ASTM C 4941C 494M, Type F. b. All admixtures must be accepted in writing by the Architect prior to use. 5. Bonding agent - a. "Flex -Con" by Euclid Chemical Company, 19218 Redwood Road, Cleveland, OH 44110, (800) 321 -7628, (216) 531 -9222, Fax: (216) 481 -7072, em: sohlmi @euclidchemical.com, www.euclidchemical.com. b. "Everbond ", by L & M Construction Chemicals, Inc., 14851 Calhoun Road, Omaha, NE 68152, (800) 362 -3331, (402) 453 -6600, Fax: (402) 453 -0244, em: Imdeker @aol.com, www.lmcc.com c. All admixtures must be accepted in writing by the Architect prior to use. D. Proportioning and Design of Concrete Mixes 1. Refer to Structural Notes for specific proportions. 2. Prepare design mix for each type and strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301. If trial batch method used, use an independent testing facility acceptable to Architect/Structural Engineer for preparing and reporting proposed mix designs. The testing facility shall not be the same as used for field quality control testing. 3. Use no fly ash in concrete. 4. Use no air entrainment for interior slab on grade. 5. Adjustment to Concrete Mixes: Mix design adjustments requested by Contractor, when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, shall be at no additional cost to Owner. Laboratory test data for revised mix design and strength results shall be submitted to and accepted by Architect before using in work. 6. Add no water to concrete at site. A. Use Motor Powered, Self Propelled, Special Concrete Saw manufactured for cutting new concrete floor slabs. Use units manufactured by Soff -Cut International, 1112 Olympic Drive, Corona, CA 92881, (800) 776 -3328, Ph: (909) 272 -2330, Fax: (909) 272 -2338, em: infoe.soffcut.com, www.soffcut.com. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive MG2 # 93- 0440 -20 Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 03320 Page 5 CONCRETE SLAB PATCHING AND REPAIR B. Have at least two (2) fully equipped and operational power saw units ready on the site when a slab pour operation exceeds 1,000 square feet in area. Keep a new saw blade and skidplate replacements on the site for every 500 lineal feet of sawcut to be performed. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Recommended minimum operational characteristics for a unit on the site, are based on "Soff -Cut Model G -2000 series" — Straight Blade Cut Depth to 1 -1/4 inch Straight Blade Cut Width 1/8 inch wide Sawing Speed 16 to 30 ft/min Saw Blade Diameter 10 inch C. Cross Cutting Joint Protector: Where new joints are cut across a previous fresh cut, use a "Soff -Cut Joint Protector" in the previous cut to prevent edge raveling. 2.3 LIQUID CURING MATERIALS A. Concrete Curing Agent: Provide a clear, water - based, VOC- compliant, non - residual concrete curing agent that penetrates surfaces to cure the concrete from within. 1. Use an alkaline silicate material that is fully compatible with, and approved or distributed by the same manufacturer of the Penetrating Seal and Hardener specified in Section 03395. 2. Subject to compliance with requirements, manufacturers offering concrete curing agent that may be incorporated into the Work include, but are not limited to, the following 2.4 SEAL / HARDENER: a. "L & M Cure" manufactured by L & M Construction Chemicals, Inc., Contact Deke Rife at (800) 362 -3331 b. "Day -Chem SiI -Cure (J -13)" manufactured by Dayton Superior Corporation, Oregon, IL 61061, (800) 745 -3707 A. Sealer and Hardener: A Water- based, reactive silicate solution, surface applied, deep penetrating, VOC compliant, USDA accepted, liquid sealer- densifier- hardener that reacts with concrete surfaces to produce a dense, hydrophobic, insoluble, moisture barrier to seal out contaminants, while hardening and densifying the concrete surface. B. Do not use material containing fluorine, fluosilicate -base materials, or material that dries to a film on the concrete surface. C. Use one of the following Seal and Hardener products: 1. "L & M Seal Hard" alkaline siliconate hardener manufactured by L & M Construction Chemicals, Inc., 14851 Calhoun Road, Omaha, NE 68152, (800) 362 -3331, Ph: (402) 453 -6600, Fax: (402) 453 -0244, em: Imdekere.aol.com, www.lmcc.com. 2. "Day -Chem Sure Hard J -17" alkaline siliconate hardener manufactured by Dayton Superior Chemical and Cement Products, 4226 Kansas Avenue, Kansas City, KS 66106, (866) 329 -8724, Fax: (913) 279 -4806, em: toddfraker e.davtonsuperior.com, www.daytonsuperiorchemical.com MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 . Issued For Permit Printed on 10/20/08 SECTION 03320 Page 6 CONCRETE SLAB PATCHING AND REPAIR COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 3. "Pentra -Sil" alkaline silicate hardener manufactured by Convergent Concrete Technologies, 738 N 1890 W, Provo, UT 84601, Ph: (801)375 -2280 Fax: (801) 375 -2971, em: mikeCcr�convergentconcrete.com, www.convergentconcrete.com, Contact Michael at (866)- 375 -2280. 4. "Shur -Seal" alkaline silicate hardener manufactured by The Paul M. Wolff Co., 536 West Southern Avenue Orange California 92865 -3218. Ph (877)974 -0630 Fax (714)974 -6930 - www.paulwoiff.com. Contact Curtis Beesley at cbeesley @paulwolffco.com 5. No alternate material, or substitutions will be considered or accepted. 2.5 INTERIOR SLAB JOINT MATERIALS A. Use two -part, cold applied, polyurea joint filler product with the following physical properties. PROPERTY TEST METHOD PROPERTY VALUE Shore A Hardness ASTM D2240 85 Tensile Lap Shear ASTM D1002 500 psi Tensile Strength ASTM D412 750 psi Elongation ASTM D142 300% Movement Capability 12 -15% Accepted by USDA for use in areas of incidental food contact 1. "Penatron 3004" as manufactured by ASTC Polymers, Inc., 3207 W. Warner Avenue, Santa Ana, CA 92704, Ph: (714) 966 -2893, Fx: (714) 966 -9105, Cell: (714) 747 -5785, Contact Brian Bowers, bbowers @astcpolymers.com, em: info @astcpolymers.com, www.astcpolymers.com. 2. "VersaFlex SU85" as manufactured by VersaFlex, Inc., P.O. Box 32226, Kansas City, MO 64171, (800) 561 -6191, (913) 321 -9000, Fax: (913) 321 -1490, em: cerchone @aol.com, www.versaflex.com. 3. No Joint Filler alternate or substitution will be considered. B. Joint Filler Backing Rod: 1. General: Provide filler backings of material and type that are compatible with joint substrates, and are approved for applications indicated by filler manufacturer based on field experience and laboratory testing. 2. Use material meeting ASTM C 1330, either Type C (closed -cell material with a surface skin), or Type B (bicellular material with a surface skin), as approved in writing by Joint Filler manufacturer for use, and of size and density to control filler depth. a. Select backer rod size to allow at least 1 -1/4 inch filler depth. b. Do not use backing rod in Saw -Cut Shrinkage Joints. 2.6 MISCELLANEOUS A. Non- shrink grout - 1. Masterflow #713 Plus by MBT Protection & Repair /Chemrex, 889 Valley Park Drive, Shakopee, MN 55379 -1854, (800) 433 -9617, Ph. (952) 496 -6000, Fax (800) 496 -6067, em: messagecenter @chemrex.com, www.chemrex.com. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 PART 3. EXECUTION 3.1 PREPARATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. "Duragrout ", by L & M Construction Chemicals, Inc. 3. See Structural notes. SECTION 03320 Page 7 CONCRETE SLAB PATCHING AND REPAIR A. Notify the Architect, and appropriate material testing agencies at least twenty -four (24) hours before an intended pour. B. Make sure no concrete is placed until all reinforcing, steel pipes, conduits, sleeves, hangers and all other work required to be built into concrete is inspected by required testing agencies and approved by local building officials. C. Thoroughly moisten aggregate base course under floor slab immediately before pouring slab. 3.2 FLOOR DRAINS, TRENCH DRAINS AND CLEANOUTS A. Embed floor drains, trench drains and floor cieanouts into concrete at least twenty -four (24) hours before the floor slab is placed. 1. Where slab slopes to a drain, place and slope concrete for a minimum of forty (40)- inch radius around drain, and steel trowel to hard finish. 3.3 CONCRETE PLACEMENT IN FORMS A. Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast in. Notify other trades to permit installation.of their work. B. General: Comply with ACI 304, "Guide for Measuring, Mixing, Transporting, and Placing Concrete," and as specified. C. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened sufficiently to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation at its final location. D. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers no deeper than twenty-four (24) inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 1. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand - spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete complying with ACI 309. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate placed layer and at least six (6) inches into proceeding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit duration of MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93-0440-20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 03320 Page 8 CONCRETE SLAB PATCHING AND REPAIR vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix to segregate. 3.4 PLACING CONCRETE SLABS A. Use agitator type trucks and place within 1 -1/2 hours after introduction of water. Keep equipment clean and free of dried concrete. B. Coat existing concrete to be joined with new concrete with Bonding Agent, where called for in structural drawings, applied in accordance with manufacturer's instructions. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel C. Concrete Placing, once started, shall be carried on as a continuous operation until placing of section is complete. 1. Convey in a method to insure no separation, segregation or intrusion of foreign matter. 2. Thoroughly consolidate concrete by means of mechanical vibrators. 3. Use screeding equipment that disperses concrete by auger, consolidating and vibrating the concrete with self - leveling, laser- guided screeding heads: Use "Laser Screed" equipment by Somero Enterprises, 82 Fitzgerald Drive, Jaffrey, NH 03452, Ph: (603) 532 -5900, or other approved, laser- guided equipment. 4. Maintain joint edges as indicated on Drawings. 5. Do not wet concrete surfaces with water during screeding, initial floating, or finishing operations. D. Evaporation Retarder: Apply evaporation retarder to concrete slab surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. foot per hour before and during finishing operations. Apply according to manufacturer's written instructions after placing and screeding, but before finishing. 3.5 FORMED SLAB JOINTS A. Make formed Construction Joints (C.J.) and Closure Strip Joints (C.S.J.) between adjacent slab panels, where panels are separate concrete pours.: 1. Edges: Do not tool or finish concrete construction joint edges to a radius edge. 2. Keep joints between adjacent slabs as pours as plain, straight, vertical butt joints, with sharp, square concrete corners to prevent 'feathering' of Joint Filler described in Section 03318. 3. When making the second pour at a formed construction joint, keep the material of the second pour from accumulating on top of the first pour. If the newly placed concrete hardens on top of the previously placed slab, remove it by grinding to get a smooth and level transition with clean, flush, and straight edges on both slabs so a precise Joint Filler installation is possible. B. Construction Joint Reinforcing: Discontinue slab reinforcing and use dowels at each edge of each pour, as indicated on the drawings. 3.6 FINISHING FORMED SURFACES A. Rough- Formed Finish: Provide a rough- formed finish on formed concrete surfaces not exposed to view in the finished work or concealed by other construction. This is the concrete surface having texture imparted by form - facing material used, with tie holes MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 03320 Page 9 CONCRETE SLAB PATCHING AND REPAIR and defective areas repaired and patched, and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. B. Smooth - Formed Finish: Provide a smooth - formed finish on formed concrete surfaces exposed to view or to be covered with a coating material applied directly to concrete, or a covering material applied directly to concrete, such as waterproofing, damp- proofing, veneer plaster, painting, or another similar system. This is an as -cast concrete surface obtained with selected form - facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch defective areas with fins and other projections completely removed and smoothed. C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike -off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. 3.7 FINISHING INTERIOR CONCRETE SLAB A. Screed pours to proper elevations without irregularities. Maintain exact surface match of new pours with the top of the existing slab edges. B. Finishing: Steel trowel by hand to produce hard burnished, dense surface free from trowel marks. Do not finish bleed water into the surface of the concrete slabs 3.8 SAW CUT SHRINKAGE JOINTS (S.J.) A. Start cutting concrete when strength is between 150 psi to 800 psi, normally from 0 to 2 hours after final slab finish. 1. Perform Saw Cutting using a workman trained or approved by saw manufacturer. 2. Make saw -cuts in slabs at the same rate as the slab pouring and finishing operations. If a single power saw unit cannot cut at the same rate as slab placing operations, then have more than one saw operating simultaneously. B. Provide cuts with clean, straight, un- chipped edges. Vacuum or lightly sweep dry powder as soon as cut is made, before starting slab cure. C. Use "Soff -Cut Joint Protectors" at intersection of cuts to maintain openness until joint filler is applied. D. Cold weather concrete placements may extend the initial start of shrinkage joint cutting. To ensure desired performance, make a test cut of two (2) to six (6) lineal feet at proper depth. If desired results are achieved, continue to complete balance of cuts at control joint locations. E. Sawblade and Skid -plate Replacements: Limit a sawblade to 500 lineal feet of cut, unless direct observation of work in progress assures cut edges are clean, with square corners. 1. Replace both the blade and skidplate as a set before the cutting operation produces chipped, spelled, or raveled edges, or skidplates scratch the slab surface. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93 -0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 03320 Page 10 CONCRETE SLAB PATCHING AND REPAIR 2. Do not use a sawblade if it makes chipped, spalled or raveled cuts, or use a skidplate that scratches the concrete surface. 3.9 PREPARATION FOR FLOOR JOINT INSTALLATION A. Clean interior sidewall faces of saw -cut shrinkage joints, and formed construction and closure joints to expose bare concrete. Remove all contaminants, including concrete laitance, cure material, hardener, construction dirt and other debris. B. Protect saw -cut joint edges from damage until the filler is installed. C. Joint Filler Backing Rod: 1. Use backing rod at formed construction and closure joints if the depth of the joint exceeds 1 -1/2 inch due to concrete shrinkage. 2. Select a rod appropriate for the actual width of the joint. 3. Press the rod into the joint so filler will be at least 1 -1/4 inch deep, but no more than 1 -1/2 inch below the top of the slab. 3.10 JOINT FILLER INSTALLATION A. Joint Filling: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Fill all saw -cut shrinkage joints (S.J.), and formed construction and closure joints. 2. Install filler for the full depth of prepared joint. 3. Fill joint with filler so top of resin is slightly crowned above floor line. Monitor top to assure fill remains crowned. 4. After resin has cured, trim the overfill using a stiff, sharp razor so top of filler is flush with concrete floor on both sides. a. Do not tool top of filled joint. b. Allow ninety (90) minutes for filler to cure. c. Do not shave filler until fully cured and not gummy, and slab temperature is nominally 70 degrees F. 5. Protect freshly placed material from traffic for one (1) hour after installation. 6. If the filler top is concave, or not flush with the floor, remove the top '/2 inch with a saw then clean and refill to get a flush profile. 3.11 FORMED CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather protect concrete from rapid moisture loss before and during finishing operations with an evaporation - control material. Apply according to manufacturer's instructions after screeding and bull floating, but before power floating and troweling. B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting; keep continuously moist for not less than seven (7) days. C. Provide moisture curing by the following methods: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 A. Curing Agent Application: 3.12 CONCRETE SLAB CURING AND PROTECTION SECTION 03320 Page 11 CONCRETE SLAB PATCHING AND REPAIR 1. Keep concrete surface continuously wet by covering with water. 2. Use continuous water -fog spray. 3. Cover concrete surface with absorptive cover, thoroughly saturate cover with water, and keep continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with a four (4) inch lap . over adjacent absorptive covers. 1. Immediately after Shrinkage Control Joints are cut, clean slab to a dirt and contamination -free condition. Power sweep floor area; use compressed air to blow out and clean at sawcuts, corners and column footings. 2. During hot weather, lightly fog surfaces with water prior to applying. Do not create water ponds or puddles. 3. Uniformly apply directly to the concrete surfaces in continuous operation by low pressure power spray or roller according to manufacturer's written instructions. a. Manufacturer's recommended coverage rate for steel troweled concrete is 300 square feet per gallon. Closely observe results and adjust application rate as required. b. Wash off and squeegee excess cure to prevent white stains if cure is not absorbed within four hours of application. B. Protection During Curing Period: 1. Protect concrete from premature or excessive drying temperature extremes and damage immediately following application of Curing Agent. Maintain minimal moisture loss, and keep relatively constant temperature during curing period. 2. Protect concrete from damage by equipment, temperature change, stored materials, jobsite activities, rain, and running water for a minimum of seven (7) days o'r until seventy (70) percent of the specified concrete strength has been obtained. 3.13 SEALING AND HARDENING CONCRETE SLAB A. Before any work of applying the Sealer and Hardener described in this section begins, take care to completely remove any curing compound. B. Test for adhesion in resilient tile areas before application. C. Two (2) full applications of Sealer and Hardener material are required, without regard to whether or not the material was used for Curing and as a Finishing Aid. D. Use low pressure sprayer to apply Seal and Hardener onto slab. Apply only to small areas at a time so material can be immediately burnished dry. Do not allow material to dry without being burnished. 1. Apply directly from sealer container onto prepared surfaces, undiluted, using a low pressure spray, at minimum rate of 1 gallon per 150 -200 sq. ft, unless Coverage Rate Test described above indicates a different application rate is appropriate. Follow with a mechanical "walk- behind" or riding scrubber machine. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive . MG2 # 93- 0440 -20 Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 03320 Page 12 CONCRETE SLAB PATCHING AND REPAIR COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Allow surfaces to remain wet with sealer for 30 -60 minutes. 3. After this period, when the treated surfaces become slippery under foot, lightly mist or sprinkle the surfaces with water until Seal and Hardener loses its slipperiness. 4. When the surface becomes slippery again, flush the entire surface with water to remove all residue material, alkali, or impurities. Squeegee or wet vacuum the surfaces completely dry. Where surface remains slippery, re -rinse with water and squeegee surface until no Seal and Hardener remains on the slab surface. 5. Do not allow excess material to remain on the floor surface that may result in white stains. If white stains occur, remove them immediately without damaging concrete surface. 6. Depth of Seal and Hardener Penetration: Get 5 mm minimum penetration into concrete slab. 7. Compressive Strength 12.9% increase. 8. Immediately before applying second coat, do the following: a. Remove oil spots with oil emulsifier and oil absorber materials to remove oils from below the surface. Detail scrub slab with high pH detergent. b. Wet -soak the floor for a minimum of thirty minutes by flooding with a hose or using an automatic scrubber without vacuum or squeegee attachments. c. Power scrub the entire floor with automatic scrubber capable of a minimum of 100 Ib. pressure, equipped with nylo -grit or strato -grit brush head or black stripping pad and high pH detergent. d. Power rinse slab surface, removing all traces of soap residue. E. Use a high -speed propane powered burnishing machine equipped with an abrasive stripping pad, rotating at 2,000 to 3,500 RPM. 1. Use burnishing machine with a minimum of 38 to 42 pounds pressure on a rotating 21 inch diameter pad. A suitable machine is an "Eagle Talon 2100 ", manufactured by Parish Maintenance Supply, 1015 E. Hiawatha Boulevard, Syracuse, NY 13208, or (800) 836 -0862, (315) 422 -1495, Fx: (315) 422 -1886. 2. Stripping Pad: Use "3M Brown Stripper Pad 7100 ", or equal product approved by architect. F. Buff the surface by working the machine forward and back to create a wax -like sheen. Work backwards so applicator /operator does not walk on buffed areas or leave footprints on areas just completed. G. Leave the slab surface dry, with a finish equal to "gloss" paint, a minimum specular gloss of 65 if tested according to ASTM D 523. H. Leave area broom clean. 3.14 EXISTING INTERIOR FLOOR SLAB CRACK REPAIR: A. Repair cracks and areas of noticeable spalling in existing slabs not placed as part of this project, that are within ten (10) feet of this work. 1. Fill exposed cracks wider than 1/8", and where noticeable spalling has occurred in existing slabs. 2. Cracks under furnishings or cabinets need not be repaired. 3. Where slab cracks are in an area scheduled receive polymer flooring, see Section 09700, "Special Flooring" for method of crack repair. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 ' COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Method of Crack Repair: 3.15 MISCELLANEOUS SECTION 03320 Page 13 CONCRETE SLAB PATCHING AND REPAIR 1. Rout out the crack with a concrete saw or special crack router, forming a groove at least one (1)" deep with sharp, vertical sides. Make the groove wide enough to eliminate all spelled areas. 2. Blow the crack clean with compressed air. 3. Use backer rod to create a vertical dam at each end of the length to be filled. Do not use backer rod at the bottom of the crack. 4. Fill the crack with semi -rigid Joint Filler, following manufacturer's instructions and as described in Control Joints Filler Installation. If the repair is more than %2" wide, mix the epoxy with sand according to the manufacturer's instructions. A. Concrete fill around pipes, ducts, and conduit passing through floors and walls. B. Provide Latex type flooring underlayment or approved; apply over interior concrete slabs which, in the Architect's opinion, are too rough or uneven to provide a satisfactory base for floor finish materials. C. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel - troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded. D. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on drawings. Set anchor bolts for machines and equipment to template at correct elevations, complying with diagrams or templates of manufacturer furnishing machines and equipment. END OF SECTION 03320 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 03320 Page 14 CONCRETE SLAB PATCHING AND REPAIR COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL SECTION 05100 STRUCTURAL STEEL FRAMING 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. 1.2 EXTENT OF WORK: The work required under this section consists of all supplying and erecting structural steel which is not a part of a pre- engineered roof or building system. Included is shop painting, and related items necessary to complete the work indicated on the Drawings and specified herein. This includes, but is not limited to, the following: A. Structural steel beams, columns, embeds and plates. B. Steel lintels designated on Drawings. 1.3 QUALITY ASSURANCE A. Qualifications COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Materials: see Structural Notes on Drawings 2. Fabrication: by certified welders - Section 05500 B. Source Quality Control: Testing agency to perform visual shop inspection. C. Regulatory Requirements: American Institute of Steel Construction (AISC) Code of Standard Practice for Steel Buildings and Bridges, edition current as of date of Specifications. D. Source Quality Control: Testing agency to perform visual shop inspection and report. 1.4 REFERENCES A. American Institute of Steel Construction (AISC) 1. Fabrication and erection: "Specification for Design Fabrication and Erection of Structural Steel for Buildings ". 2. Workmanship: "Manual of Steel Construction" B. Steel Structures Painting Council (SSPC) 1. Painting: Volume 1 - "Good Painting Practice ": Volume 2 - "Systems and specifications" 2. Solvent cleaning - SP -1 -63 3. Hand cleaning - SP -2 -63 C. American Society for Testing and Materials (ASTM - Latest Edition) A36 Specification for Structural Steel A53 Specifications for Pipe, Steel, Black and Hot - Dipped, Zinc Coated, Welded, and Seamless MULVANNYG2 ARCHITECTURE . • 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 05100 Page 2 STRUCTURAL STEEL FRAMING 1.5 SUBMITTALS A108 Specification for Steel Bars, Carbon Cold- Finished, Standard Quality Al23 Specification for Zinc Coatings (Hot - Galvanized) on Products Fabricated from Rolled, Pressed and Forged Steel Shapes, Plates, Bars, and Strips. A153 Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware A307 Specification for Carbon Steel Externally and Internally Threaded Standard Fasteners A325 High Strength Bolts for Structural Steel Joints including Suitable Nuts and Hardened Steel Washers A490 Specification for Quenched and Tempered Alloy Steel Bolts for Structural Steel Joints A500 Specifications for cold - formed welded and seamless carbon steel structure tubing in rounds and shapes. A. Submit shop drawings in accordance with Division 1 Section "Submittal Procedures" and the following requirements: 1. Submit prior to fabrication. 2. Show dimensions, connections with adjoining materials, and construction. 3. Show finishing, welds, details, anchoring, and all fabrication. Show erection accessories required. 4. Prior to fabrication verify all dimensions and correlate with adjoining construction and materials. Errors in dimensions on shop drawings shall be the responsibility of the Contractor. 5. Indicate size, type and grade of all members. B. Templates and Placement Plans: As required for satisfactory placing, connection, and anchorages. C. Certificate: Submit certification letter attesting that specified priming procedures, methods and products have been followed. 1.6 DELIVERY, STORAGE AND HANDLING A. Conform to the following: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Store all metal above ground on platforms or skids; above snow or mud. 2. Protect from moisture and corrosion until erected. 3. Include templates and instructions for proper setting of anchor bolts. 1.7 JOB CONDITIONS: Protect from corrosion at all times. All steel anchoring ties and other embedment members to be clean. 1.8 SEQUENCING /SCHEDULING: Schedule fabrication and erection as required to meet reviewed progress schedule. Allow ample coordination time for galvanized finish, specified shop prime, etc. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART2 PRODUCTS SECTION 05100 Page 3 STRUCTURAL STEEL FRAMING 2.1 MATERIALS AND FABRICATION: Conform to specified Regulatory Requirements, References, and Specifications, except as modified or supplemented. 2.2 STEEL: Provide carbon steel shapes, plates and bars (ASTM A36) of structural quality, sizes and types as noted on Drawings and in Structural Notes. See ASTM specifications listed above for "Zinc Coating" requirements. 2.3 FABRICATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Steel Pipe Columns: In accordance with Notes on Structural Drawings. ASTM A53, grade B, Type E or S. B. Steel Tube Sections: In accordance with Notes on Structural Drawings. ASTM A500, grade B. C. Primer: White colored, fast - curing, lead- and chromate -free, universal modified -alkyd primer with good resistance to normal atmospheric corrosion, complying with performance requirements of FS TT -P -664. D. Other Materials: Provide all incidental and accessory materials, tools, methods and equipment required. Comply with referenced quality assurance requirements as above. A. Fabricate structural steel in accordance with requirements of AISC Specifications and drawn details as shown on accepted shop drawings. 1. Tolerances: Unless otherwise noted, fabricate structural members to AISC tolerances. 2. Connections: As detailed. Weld shop connections as shown on approved shop drawings. 2.4 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL A. Where structural steel remains exposed in the finished work, fabricate with exposed surfaces smooth, square, and free of surface blemishes, including pitting, rust and scale seam marks, roller marks, rolled trade names, and roughness. 1. Remove blemishes by filing, grinding, or by welding and grinding, prior to cleaning, treating, and shop priming. 2. Comply with fabrication requirements, including tolerance limits, of AISC's "Code of Standard Practice for Steel Buildings and Bridges" for architecturally exposed structural steel. B. Hot -Dip Galvanized Finish: Where structural steel is exposed to the weather in the finished Work, apply zinc coating by the hot -dip process according to ASTM A 123. 2.5 SHOP PRIMING EXPOSED STRUCTURAL STEEL A. Shop prime steel surfaces, except the following: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 05100 Page 4 STRUCTURAL STEEL FRAMING 2.6 GALVANIZING REPAIR 2.7 FASTENING DEVICES IN CONCRETE PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a depth of 2 inches. 2. Surfaces to be field welded. 3. Surfaces to be high- strength bolted with slip - critical connections. 4. Galvanized surfaces. B. Surface Preparation: Clean surfaces to be painted. Remove loose rust, loose mill scale, and spatter, slag, or flux deposits. Prepare surfaces according to SSPC specifications SP 11 "Power Tool Cleaning to Bare Metal." Produce a surface visibly - free from all rust, mill scale, and old coatings. C. Priming: Immediately after surface preparation, apply primer according to manufacturer's instructions and at rate recommended by SSPC to provide a dry film thickness of not less than 1.5 mils. Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces. A. Galvanizing Repair Paint: High- zinc - dust - content paint for regalvanizing welds and repair painting galvanized steel, with dry film containing not less than 93 percent zinc dust by weight, and complying with DOD- P- 21035A or SSPC -Paint 20. A. Embedded bolts or Hilti's Kwik bolt II as indicated on drawings. 3.1 INSPECTION 3.2 ERECTION 1. Types and sizes as detailed or required by conditions of installation. 2. Use no substitutes without prior approval from the Structural Engineer. A. Examine surfaces receiving structural steel work for defects adversely affecting execution and quality of work. B. Do not start work until all unsatisfactory conditions are corrected. C. Remove all loose mill scale, flake rust, oil and foreign material including weld splatter from surfaces to be painted. A. Erect structural steel framing in accordance with Specifications, specified requirements of regulatory agencies and "references ". Conform with configurations and connections indicated on reviewed shop and erection drawings. Include: 1. All necessary or required devices for complete installations. 2. Bracing: Shore and brace framing until permanent connections are made and members are securely anchored into structure. 3. All exterior fastenings and connections to be waterproof. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 05100 Page 5 STRUCTURAL STEEL FRAMING B. Column bases set level and to correct elevation on bearing plates. Grout with full beds of non - shrink grout. Anchor bolts drawn tight and threads burred. C. Welded, riveted or bolted connections in accordance with AISC code. Design to develop effective strength of connected member, unless connections are fully detailed on the Structural Drawings. D. Welding in accordance with current "Code for Arc and Gas Welding in Building Construction" of American Welding Society and ICBO /UBC Standard 27 -7. Grind exposed welds smooth. E. Holes punched or drilled; cutting torch not permitted. F. Set accurately to the lines and grades indicated with the permanent connections made only after the members have been plumbed and checked for line and level. G. Structural steel must be within normal tolerances for shapes to permit the erection of abutting materials. H. Provide holes and connections for the work of other trades. 3.3 FIELD QUALITY CONTROL: Testing agency will perform inspections as indicated on structural drawings and indicate if work is in conformance with Specifications. 3.4 CLEANING: Leave work and premises clean and free from residue of work of this section. END OF SECTION 05100 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 05100 Page 6 STRUCTURAL STEEL FRAMING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 05400 PART 1 GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Interior load- bearing framing. B. Related work on other Sections: 1. See Division 9 "Gypsum Board Assemblies" for non - bearing steel framing at interior gypsum wallboard applications. 1.2 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide cold- formed metal framing capable of withstanding design Toads without deflections greater than the following: 1.3 SUBMITTALS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel COLD - FORMED METAL FRAMING 1. Interior Load - Bearing Wall Framing: Horizontal deflection of 1/360 of the wall height. 2. Floor Joist Framing: Vertical deflection of 1/480 of the span. A. Product Data: For each product indicated. B. Shop Drawings: Include layout, spacings, sizes, thicknesses, and types of cold- formed metal framing; fabrication; and fastening and anchorage details, including mechanical fasteners. C. Mill certificates or test reports. D. Welder certificates. E. Research /evaluation reports. 1.4 QUALITY ASSURANCE A. Comply with AISI's "Specification for the Design of Cold- Formed Steel Structural Members" for calculating structural characteristics of cold- formed metal framing. B. Mill certificates signed by steel sheet producer. C. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code — Steel," and AWS D1.3, "Structural Welding Code - -Sheet Steel." MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 05400 Page 2 COLD - FORMED METAL FRAMING PART2 PRODUCTS 2.1 MANUFACTURERS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2.2 MATERIALS 1. CLARK STEEL FRAMING SYSTEMs, 101 Clark Blvd., Middletown, OH 45044, Ph: (800) 543 -7140, Fx: (888) 874 -1949, Em: info @clarksteel.com, http://www.clarksteel.com 2. DIETRICH METAL FRAMING, INC., 500 Grant Street, Suite 2226, Pittsburgh, PA 15219, Ph: (412) 281 -2805, Fx: (412) 281 -2965, Em: kutchma @dietrichindustries.com, http : / /www.dietrichmetalframing.com 3. SCAFCO Steel Stud Manufacturing Company, 6200 East Main Avenue, P.O. Box 11215, Spokane, WA 99211 -1215, Ph: (800) 966 -2467 or (509) 535 -1571, Fx: (509) 535 -9130, Em: mail @scafco.com, www.scafco.com. 4. MARINOWARE (Div. of Ware Industries, Inc.), 137 Broadway, Amityville, NY 11701, Ph: (800) 627 -4667 or (631) 691 -2200, Fx: (631) 691 -1492, Em: FrameRite @marinoware.com, www.marinoware.com 5. STEELER, INC., 10023 Martin Luther King Jr. Way South, Seattle, WA 98178, Ph: (206) 725 -2500, Fax: (800) 275 -2279, em: sales @steeler.com, www.steeler.com 6. UNITED METAL PRODUCTS, INC., 1920 E. Encanto Drive, Tempe, AZ 85281, Ph: (480) 968 -9550, Fax: (480) 968 -9555, Em: sales @unitedmetal.com, http://www.unitedmetal.com A. Steel Sheet: ASTM A 653/A 653M, structural steel, G60 zinc coating, Grade 33 for minimum uncoated steel thickness of 0.0428 inch and less; Grade 50 for minimum uncoated steel thickness of 0.0538 inch and greater. B. Wall Framing: Manufacturer's standard steel studs, of web depths indicated, with stiffened flanges, complying with ASTM C 955, and as follows: 1. Minimum Uncoated -Steel Thickness: 18 gauge 0.0428 inch. 2. Flange Width: 1 -5/8 inches. 3. Track: Manufacturer's standard U- shaped steel track, unpunched, with straight flanges, complying with ASTM C 955, manufacturer's standard flange width, and minimum uncoated -steel thickness matching steel studs. C. Joist Framing: Manufacturer's standard C- shaped steel joists, of web depths indicated, unpunched, with stiffened flanges, complying with ASTM C 955. Unless otherwise indicated on the Drawings, use the following: 1. Minimum Uncoated -Steel Thickness: 16 gauge (0.0538 inch). 2. Flange Width: 1 -5/8 inches, minimum. • 3. Track: Manufacturer's standard U- shaped steel joist track, of web depths indicated, unpunched, with unstiffened flanges, complying with ASTM C 955, and as follows: a. Minimum Uncoated -Steel Thickness: Matching steel joists. b. Flange Width: 1 -5/8 inches, minimum. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 2.3 ACCESSORIES AND MISCELLANEOUS MATERIALS PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 05400 Page 3 COLD - FORMED METAL FRAMING A. Fabricate steel- framing accessories of the same material and finish used for framing members, with a minimum yield strength of 33,000 psi, of manufacturer's standard thickness and configuration, unless otherwise indicated. B. Steel Shapes and Clips: ASTM A 36/A 36M, zinc coated by hot -dip process according to ASTM A 123. C. Expansion Anchors: Fabricated from corrosion - resistant materials, with capability to sustain, without failure, a load equal to five (5) times design Toad, as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. D. Power - Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion - resistant materials, with capability to sustain, without failure, a load equal to ten (10) times design Toad, as determined by testing per ASTM E 1190 conducted by a qualified independent testing agency. E. Mechanical Fasteners: Corrosion- resistant - coated, self - drilling, self- threading steel drill screws. F. Galvanizing Repair Paint: SSPC -Paint 20, DOD -P- 21035, or ASTM A 780. 3.1 INSTALLATION A. Preparation: Grout bearing surfaces uniform and level to ensure full contact of bearing flanges or track webs on supporting concrete or masonry construction. B. Install cold- formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened, according to ASTM C 1007, manufacturer's written recommendations, and requirements in this Section. 1. Cut framing members by sawing or shearing; do not torch cut. 2. Fasten cold- formed metal framing members by welding or screw fastening, as standard with fabricator. Wire tying of framing members is not permitted. 3. Install framing members in one -piece lengths. 4. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. 5. Install insulation in built -up exterior framing members, such as headers, sills, boxed joists, and multiple studs at openings, that are inaccessible on completion of framing work. 6. Fasten hole- reinforcing plate over web penetrations that exceed size of manufacturer's standard punched openings. C. Erection Tolerances: Install cold- formed metal framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in ten (10) feet and as follows: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 05400 Page 4 COLD- FORMED METAL FRAMING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. D. Non - Load - Bearing, Curtain -Wall Installation: Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to supporting structure. Space studs as indicated; set plumb, align, and fasten both flanges of studs to track, unless otherwise indicated. 1. Isolate non -load- bearing steel framing.from building structure to prevent transfer of vertical loads while providing lateral support. 2. Install horizontal bridging in curtain -wall studs, spaced in rows indicated on Shop Drawings but not more than fifty-four (54) inches apart. Fasten at each stud intersection. 3. Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip angles, continuous angles, anchors, fasteners, and stud girts, to provide a complete and stable curtain -wall- framing system. E. Joist Installation: Install, align, and securely anchor perimeter joist track sized to match joists as indicated on Shop Drawings. Install joists bearing on supporting frame, level, straight, and plumb; adjust to final position, brace, and reinforce. Fasten to both flanges of joist track. 1. Install joists over supporting frame with a minimum end bearing of 1 -1/2 inches. Reinforce ends and bearing points of joists as indicated on Shop Drawings. 2. Space joists not more than two (2) inches from abutting walls and at spacings indicated. 3. Frame openings with built -up joist headers consisting of joist and joist track, nesting joists, or another combination of connected joists if indicated. 4. Install joist reinforcement at interior supports with single, short length of joist section located directly over interior support, with lapped joists of equal length to joist reinforcement, or as indicated. Install web stiffeners to transfer axial loads of walls above. 5. Install bridging at each end of joists and at intervals indicated. Fasten bridging at each joist intersection as indicated. 6. Secure joists to Toad- bearing interior walls to prevent lateral movement of bottom flange. 7. Install miscellaneous joist framing and connections, including web stiffeners, closure pieces, clip angles, continuous angles, hold -down angles, anchors, and fasteners, to provide a complete and stable joist- framing assembly. F. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold- formed metal framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. END OF SECTION 05400 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL METAL FABRICATIONS SECTION 05500 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this Section. A. Extent Of Work (In This Section): Furnish and install all miscellaneous steel and iron items not specified elsewhere. Examine other divisions for items of steel and iron provided or installed thereunder. 1.2 SHOP DRAWINGS A. Submit shop drawings in accordance with Division 1 Section "Submittal Procedures" and the following requirements: 1. Submit five (5) copies for Architect and Engineer review. 1.3 STRUCTURAL NOTES: See Structural Notes indicated on the Drawings. PART2 PRODUCTS 2.1 COMPONENTS A. Steel and Iron COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. ASTM A -36 - new and free from rust. 2. Conform to applicable requirements of the Building Code. B. Bolts, Nuts and Washers 1. ASTM A -307 - new and free from rust. 2. Malleable iron washers, size as indicated on Drawings. C. Studs or Stud Anchors: Nelson Company automatic end - welded connectors. Minimum yield strength 50,000 psi. ASTM A108 material, sizes as shown. D. Bolts and Nuts: In accordance with ASTM A -3097, Class A, B, C, and D as applicable. E. Zinc Coated (Galvanized) Material: Hot -dip galvanize after fabrication /ASTM A -123 and A -153. Galvanize bolts and similar threaded fasteners in accordance with referenced standards /ASTM A -307, class A, B, C, and D as applicable. F. Primer: White colored, fast - curing, lead- and chromate -free, universal modified -alkyd primer with good resistance to normal atmospheric corrosion, complying with performance requirements of FS TT -P -664. G. Galvanized Steel Primer: Portland cement - alkyd resin type, grey color. 2.2 FABRICATED ITEMS: Provide the following fabrications listed herein and as indicated on the Drawings for a complete installation: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 05500 Page 2 METAL FABRICATIONS PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Pipe Bollards: Provide 6" outside diameter, concrete - filled pipe bollards for traffic protectors at exterior location, and to protect equipment at interior location. Size for 4'- 0" above grade, with 3' -9" embedded below grade. 3.1 FABRICATION 1. Use Schedule 40 galvanized steel pipe for exterior installations. 2. Use Schedule 60 primer coated steel pipe for interior installations. 3. Include a full height bollard sleeve for each bollard. a. Bollard Sleeve Manufacturer: IDEAL SHIELD, 2525 Clark Street, Detroit, MI 48209 -1355, Ph. (866) 825 -8659 or (313) 842 -7290, Fx: (313) 849 -1646, Email: info(aidealshield.com, www.idealshield.com, Contact: Chris Parenti. 1) Color — Use OSHA Safety Red (Costco Red). B. Vent Hood Support Systems: Provide mechanical support systems designed to accommodate the suspension of piping, tubing, and equipment. Select system with channels, clamps, spring loaded nuts, and threaded rods with coupler nuts. Use "Unistrut" or equivalent system sized to support equipment indicated on the drawings. A. Form steel to accurate sizes and shapes, with sharp lines and angles. Punch and shear to leave clean surfaces. Weld or rivet permanent connections; grind exposed welds smooth, provide holes and connections for work of other trades. B. Detail joints and fastenings for ample strength and stiffness; conceal wherever possible. C. Where possible, work, fit and shop assemble work ready for erection. D. Take measurements at the building, and check all parts of the drawings to be sure that items are properly sized for their location, and are in the correct position. 3.2 INSTALLATION A. Execute work in accordance with details indicated in approved shop drawings. B. Shop connections are to be welded. Use certified welders only. C. Jointing and intersections of metals to be accurately made and tightly fitted with adequate fastenings. D. Bolted work to be screwed up tight and threads nicked to prevent loosening of bolts. E. Provide drilled or punched holes and connections for the work of other trades. F. Wherever dissimilar metals are in contact they shall be insulated from one another by means of a bituminous paint to prevent corrosion. G. Work shall be made square, plumb, straight and true, and accurately fitted with tight joints and intersections. MULVANNYG2 ARCHITECTURE • 1160 Saxon Drive • MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 3.4 FINISHES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel C. Clean all metal fabrications prior to racking. END OF SECTION 05500 MULVANNYG2 ARCHITECTURE SECTION 05500 Page 3 METAL FABRICATIONS H. Exposed work shall be finished smooth with even, close joints and neat connections. I. Do all cutting and fitting required to make all parts to fit accurately to their places in the building. J. When necessary to cut into concrete or other parts of the building to set steel parts accurately, do so in such manner so as not to damage the adjoining parts and repair such adjoining parts, thoroughly and neatly, where such cutting is done. 3.3 SCREWS, BOLTS, RODS, PLATES, ETC.: Use standard shapes of size and weight, unless indicated otherwise. Install anchor bolts accurately and plates level. Provide all shown and all necessary items for complete installation. A. Shop prime all miscellaneous metal except surfaces to be embedded in concrete. B. After erection touch up all marred or damaged portions of the shop coat with the same type of paint. 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 05500 Page 4 METAL FABRICATIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1.3 CONFORMANCE SUBMITTALS D. Five (5) Year Warranty of chemical treatment manufacturer for each type of treatment. 1.4 DELIVERY, STORAGE, AND HANDLING A. Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 06105 MISCELLANEOUS CARPENTRY 1. Wood furring, grounds, and blocking. 2. Interior wood trim. 3. Plywood Backing Panels and backing for other applied finishes. A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Wood treatment data as follows, including chemical treatment manufacturer's instructions for handling, storing, installing, and finishing treated materials: 1. For each type of preservative- treated wood product, include certification by treating plant stating type of preservative solution and pressure process used, net amount of preservative retained, and compliance with applicable standards. 2. For waterborne - treated products, include statement that moisture content of treated materials was reduced to levels indicated before shipment to Project site. 3. For fire- retardant - treated wood products, include certification by treating plant that treated materials comply with specified standard and other requirements as well as data relative to bending strength, stiffness, and fastener - holding capacities of treated materials. C. Material test reports from a qualified independent testing agency indicating and interpreting test results relative to compliance of fire- retardant - treated wood products with performance requirements indicated. MULVANNYG2ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 06105 Page 2 MISCELLANEOUS CARPENTRY PART2 PRODUCTS 1. Provide for air circulation within and around stacks and under temporary coverings. 2. For lumber and plywood pressure treated with waterborne chemicals, place spacers between each bundle to provide air circulation. 2.1 LUMBER, GENERAL COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee's (ALSC) Board of Review. B. Inspection Agencies: Inspection agencies, and the abbreviations used to reference them, include the following: 1. NELMA - Northeastern Lumber Manufacturers Association. 2. SPIB - Southern Pine Inspection Bureau. 3. WCLIB - West Coast Lumber Inspection Bureau. 4. WWPA - Western Wood Products Association. C. Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill. D. Where nominal sizes are indicated for untreated wood, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 1. Provide dressed lumber, S4S, unless otherwise indicated. 2. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2 -inch nominal thickness or less, unless otherwise indicated. 2.2 WOOD- PRESERVATIVE- TREATED MATERIALS A. General: Where lumber or plywood is indicated as preservative treated or is specified to be treated, comply with applicable requirements of AWPA C2 (lumber) and AWPA C9 (plywood). Mark each treated item with the Quality Mark Requirements of an inspection agency approved by ALSC's Board of Review. B. Pressure treat aboveground items with waterborne preservatives to a minimum retention of 0.25 lb/cu. ft. 1. Treat indicated items, and wood cants, nailers, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. After treatment, kiln -dry treated lumber and plywood to a maximum moisture content of 19 and 15 percent, respectively. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 06105 Page 3 MISCELLANEOUS CARPENTRY 2.3 FIRE - RETARDANT - TREATED MATERIALS A. General: Where fire - retardant - treated wood is indicated, comply with applicable requirements of AWPA C20 (lumber) and AWPA C27 (plywood). Identify fire-retardant- treated wood with appropriate classification marking of UL; U.S. Testing; Timber Products Inspection, Inc.; or another testing and inspecting agency acceptable to authorities having jurisdiction. 1. Treatment Types: Interior Type A for protected wood and Exterior for wood exposed to weather. B. Inspect each piece of treated lumber or plywood after drying and discard damaged or defective pieces. 2.4 MISCELLANEOUS LUMBER A. General: Provide lumber for support or attachment of other construction, including cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. B. Fabricate miscellaneous lumber from dimension lumber of sizes indicated and into shapes shown. C. Grade: For dimension lumber sizes, provide No. 3 or Standard grade lumber per ALSC's NGRs of any species. For board -size lumber, provide No. 3 Common grade per NELMA, NLGA, or WWPA; No. 2 grade per SPIB; or Standard grade per NLGA, WCLIB or WWPA of any species. 2.5 INTERIOR WOOD TRIM A. Cart Rails: See Section 10265, "Impact- Resistant Wall Protection" B. Softwood Trim: Provide finished solid lumber stock complying with the following requirements, suitable for transparent stains and clear finishes. 1. Species: Eastern white pine; NELMA or Idaho white, lodgepole, ponderosa, or sugar pine; WWPA. 2. Species: Douglas fir; NLGA, WCLIB, or WWPA. 3. Grade: C & Btr Finish, C Select, or Choice. 2.6 SHEET MATERIALS A. Softwood Plywood, General: Identify with APA grade trade marks of American Plywood Association and meet requirements of PS -1. Moisture content not to exceed 12 %. Use exterior plywood throughout. 1. Shelving Plywood (pharmacy consultation shelf): 5/8" fire- retardant treated AC Plywood. 2. Plywood Backing Sheets: a. Use DOC PS 1, Exposure 1, C -D Plugged, fire- retardant treated, in thickness indicated or, if not indicated, not less than 1/2 -inch nominal thickness. b. Where plywood is indicated behind fiber reinforced plastic panels (FRPP), use APA Marine grade. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 06105 Page 4 MISCELLANEOUS CARPENTRY PART 3 EXECUTION 3.1 INSTALLATION, GENERAL COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Discard units of material with defects that impair quality of carpentry and that are too small to use with minimum number of joints or optimum joint arrangement. B. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. C. Fit carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. D. Apply field treatment complying with AWPA M4 to cut surfaces of preservative- treated lumber and plywood. E. Securely attach carpentry work as indicated and according to applicable codes and recognized standards. F. Countersink nail heads on exposed carpentry work and fill holes with wood filler. G. Use fasteners of appropriate type and length. Pre -drill members when necessary to avoid splitting wood. 3.2 WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS A. Install where shown and where required for screeding or attaching other work. Cut and shape to required size. Coordinate locations with other work involved. B. Attach to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. 3.3 WOOD TRIM INSTALLATION A. Install with minimum number of joints practical, using full - length pieces from maximum lengths of lumber available. Cope at returns and miter at corners to produce tight - fitting joints with full - surface contact throughout length of joint. Use scarf joints for end -to -end joints. 1. Match color and grain pattern across joints. 2. Install trim after gypsum board joint finishing operations are completed. 3. Install to tolerance of 1/8 inch in 96 inches for plumb and level. Install adjoining trim with 1/32 -inch maximum offset for flush installation and 1/16 -inch maximum offset for reveal installation. END OF SECTION 06105 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL SECTION 07200 BUILDING INSULATION 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. 1.2 EXTENT OF WORK: All batt insulation as specified herein and indicated on the Drawings for a complete installation. 1.3 CONFORMANCE SUBMITTALS PART2 PRODUCTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Submit five (5) copies of a complete list of all materials provided in this Section. Include manufacturer's name, catalog numbers, "R" values and reference locations to be installed. 1.4 PRODUCT HANDLING: All materials must be delivered in original unopened packages with manufacturer's name and contents legibly indicated. Store in a dry, safe enclosed area protected from damage until ready for use. 2.1 AVAILABLE MANUFACTURERS: A. Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified below. 2.2 BATT INSULATION AT EXPOSED LOCATIONS: A. Faced Mineral -Fiber Blanket Insulation: Thermal insulation combining mineral fibers manufactured from glass, slag wool, or rock wool with thermosetting resins to comply with ASTM C 665, Type III, Class A. 1. Furnish with a vapor retarder membrane on 1 face, fabricated with .00225 white PVC vinyl and a .0005 metallized polyester, reinforced with a tri- directional fiberglass scrim. Use material with Flame Spread not exceeding 10 when tested according to ASTM E 84. 2. The vapor retarder facing. shall have a water transmission rate of .02 US perm. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07200 Page 2 BUILDING INSULATION 2.3 FASTENERS: Staples, zinc - coated wire, and other devices for anchoring insulation shall be approved type furnished by insulation manufacturer or shall be type recommended by insulation manufacturer and approved by the Architect. PART 3 EXECUTION 3.1 PREPARATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 3. Tensile strength of vapor retarder shall be 30 lbs. in the machine direction and 20 lbs. in the cross - machine direction, with a beach puncture of 160 scale units. 4. Subject to compliance to the specifications, vapor retarder products that may be used include, but are not limited to the following — a. "WMP- VR -R ", manufactured by Lamtec Corporation, Flanders, New Jersey 07836 -0037, or as approved by Architect. b. "Syseal 9701 B Fabric" manufactured by Thermal Design, Inc. Madison, Nebraska 68748 (800) 225 -0776. A. All work by other trades to be concealed by insulation must be inspected and approved by those having jurisdiction prior to installation of insulation. B. All material shall be stamped or printed with manufacturer's name and identifying grade, type and number. C. Clean surfaces to receive insulation, make sure area is dry before proceeding. Install batts between framing members, fitting snugly at edges and without gaps or voids. Stuff insulation behind pipes, electrical boxes, and into voids created between headers and framing members to assure a complete, continuous thermal (or sound) enclosure for the entire building or area. D. Where thermal insulation is indicated on the drawings to be applied over exterior walls, use "Stic - Clips" or skewer type fasteners installed in accordance with the manufacturer's instructions. Where vapor barrier is penetrated by fasteners, seal with approved tape, or as recommended by insulation manufacturer. 3.2 INSTALLATION OF BATT INSULATION (Roof) A. Install insulation in roof areas that are not part of the metal building system. B. Installation of the insulation shall be in strict accordance with the manufacturer's printed instructions for the specific product. C. Vapor retarder on white side of roof insulation shall face building interior. D. Fit insulation between joists with flanges stapled to either the face of joist or side of joist every 8 -inch to 12 -inch o.c. to prevent gaps in the vapor barrier. E. Do not install insulation over or within 3 -inch of fixtures containing lights, fans or other heat - generating electrical devices. Baffles shall be used to maintain 3 -inch minimum clearance. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 07200 Page 3 BUILDING INSULATION F. Fit insulation in all framing spaces, including areas behind electrical outlets, piping and other areas, to form a complete insulating blanket around conditioned areas of structure. G. Provide and install batts full width of truss spacing. Fasten wires at 12 -inch on each truss chord, criss -cross wires from truss to truss. H. Maintain minimum clear air space between insulation and bottom of plywood roof deck, as shown on drawings. Exposed vinyl facing shall not exceed 12- inches from bottom of plywood deck. 3.3 LOCATIONS AND THICKNESSES: Provide insulation to achieve the following minimum "R" values, unless local jurisdictions require greater values, then provide the amount required to meet local codes. A. Roof - "Flame Spread 25" white metallized polypropylene (fiberglass yarn reinforced) facing and fiberglass batts. 3.4 CLEAN UP: Upon completion of all insulation work, remove all implements of service, tools and excess materials, rubbish, and debris and leave the entire building in a clean, acceptable manner. END OF SECTION 07200 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07200 Page 4 BUILDING INSULATION COSTCO WHOLESALE (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issued For Permit Printed on 10 /20 /08 PART1 GENERAL 1,1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. 1.2 REFERENCES A. ASTM 1.3 SYSTEMS DESCRIPTION: Make new penetrations and flashings in the existing roof system in a manner that preserves and maintains all warranties of the existing roofing system. 1.4 CONFORMANCE SUBMITTALS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 07510 BUILT -UP ROOFING REPAIR A. Extent of Work: Work includes, but is not limited to, these major items: 1. New penetrations in the existing built -up Roof. 2. Base Flashing Plies and Cants. 3. Provide a watertight seam installation between the existing and new roof system. 1. D41 Specification for asphalt primer used in Roofing, Damp - proofing and Waterproofing. 2. D312 Specification for Asphalt used in Roofing. 3. D2178 (Type VI) Specification for Asphalt Glass Felt used in Roofing and Waterproofing. 4. D3909 Specification for Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules. 5. D4601 specification for fiberglass base sheet used in roofing. 6. C728 specification used for expanded Perlite insulation board. 7. C209 specification used for high density expanded Perlite insulation board. 8. C726 specification used for rigid fiberglass insulation. B. Federal Specifications (FS): SS -A -701 Asphalt, petroleum (Primer, Roofing and Waterproofing) C. Built -Up Roofing Manufacturers Product and Specification Manual. D. Underwriters Laboratories (UL) Construction Classifications. E. Factory Mutual (FM) wind uplift requirements for insulation attachment over steel decks. A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07510 Page 2 BUILT -UP ROOFING REPAIR Architects Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. A signed statement that all the materials listed therein meet the reference standards of these specifications. C. Person designated as Quality Controller for the roofing portion of the project. D. Submit shop drawings accepted by an authorized manufacturer's representative, indicating roof size, location and types of penetrations, perimeter and penetration details, roof insulation layout and makeup. E. Submit two (2) copies of manufacturer's warranty. F. Submit manufacturer's installation specifications or instructions. 1.5 QUALITY ASSURANCE: A. Installer Qualifications: Engage an experienced installer to perform work of this Section who has specialized in installing roofing similar to that required for this Project and who is approved, authorized, or licensed by the roofing system manufacturer to install manufacturer's product. B. Field Conditions: Roofing Applicator shall inspect the roof deck, related work, and adjacent surfaces. Report all conditions which prevent proper execution of this work to the Architect. C. Requirements of Regulatory Agencies: 1. See referenced Codes, Ordinances and the like. 2. Underwriter's laboratory (UL) Class A. D. Regulations: Conform with governing authorities regarding the use and type of all equipment. Obtain Architect's review of all equipment and methods prior to commencement of work. 1. Conform to local Fire Marshall and Fire Department standards. 2. Bitumen labels to show composition E.V.T. ASTM type and flash point. 1.6 DELIVERY, STORAGE AND HANDLING A. Deliver all materials in original unopened packages bearing manufacturer's labels. B. Store all roofing materials, coatings and miscellaneous accessories off ground completely protected against weather. Material not stored per these Specifications and Manufacturer's recommendations shall be removed from the jobsite. 1.7 PROJECT SITE CONDITIONS: Environmental Conditions: Install roofing only when satisfactory conditions prevail. Apply no roofing when correct temperature of asphalt cannot be maintained. Apply no roofing when moisture in any form is present on the roof. A. Plywood Roof Deck Inspection: Inspect the roof deck, related work and adjacent surfaces. Roof deck shall be plywood sheathing, exterior grade not less than 15/32" MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive' MG2 # 93- 0440 =20 Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1.8 PROTECTION: PART2 PRODUCTS SECTION 07510 Page 3 BUILT -UP ROOFING REPAIR thick, minimum 4 -ply plywood APA marked exterior grade. Plywood shall also be supported on all four edges, 'H' clips are not allowed. All boards shall be within 1/16" of plane and vertical alignment. Roof deck shall be smooth, dry, cleaned and securely nailed. Report to Architect immediately discrepancies which prevent proper execution of this work. B. Environmental Conditions: Install roofing only when satisfactory conditions prevail. Apply no roofing when correct temperature of asphalt cannot be maintained. Apply no roofing when moisture in any form is present on the roof. A. The entire roof membrane (all specified plies and cap sheet) must be completed and flashings installed around completed roof sections by the end of each days construction. B. Before stopping each day's work, protect unfinished roofing with two full courses of ply felt as a full water cut -off. Allow NO WATER to enter roof system during construction. REMOVE cut -offs before continuing the roof installation. 1.9 WARRANTY A. Perform all work on existing roofing systems in a manner to preserve and maintain all existing manufacturers' roofing warranties. B. For all new work, provide a twenty (20) year manufacturer's Roofing Membrane warranty from date of completion of roofing membrane installation. 1. Warranty to cover: Roof insulation, membrane, base flashings and all other related products, quality performance and installation for twenty (20) years with a non - penal sum. Warranty costs are to be part of roofing bid. 2. Manufacturer to provide a complete warranty roof inspection, including any required corrective action and re- inspection if deemed necessary, prior to issuance of roof warranty. 3. Roofing manufacturer and roofing applicator to make an inspection of completed work. All corrective work shall be made by applicator prior to leaving jobsite. Quality Controller to submit list of corrective items to Architect. Architect will make another roofing observation at substantial completion of project, which may result in another list of corrective items. C. Copies of the executed Roofing Warranty from the manufacturer shall be received by the Architect prior to final payment to the General Contractor. 2.1 MATERIALS - GENERAL: Comply with "Quality Assurance" provisions, "References ", Specifications, and Manufacturer's data. Where these conflict, the more stringent requirements govern. 2.2 APPROVED MANUFACTURERS: Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified below. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07510 Page 4 BUILT -UP ROOFING REPAIR COSTCO WHOLESALE . Deli /Dish Prep /Rotisserie Remodel A. Johns Manville Roofing Systems, 717 17 Street, P.O. Box 5108, Denver, CO 80217- 5108 -5108, (800) 654 -3103, Ph: (303) 978 -4900, Fax: (303) 978 -2818, em: pic(cim.com, www.jm.com. B. GAF Building Materials Corp., 1361 Alps Road, Wayne, NJ 07470, (800) ROOF-411, Ph: (973) 628 -3000, Fax: (973) 628 -3451, em: technicalquestions a(�.aaf.com, www.gaf.com. 2.3 BUILT -UP ROOFING SYSTEM: Base bids on the assumption that the existing roofing system is as described below. A. Verify actual roofing system materials and methods in the field prior to ordering new materials for this work. Description of assumed existing roofing system is a system of a Base Ply, Two Ply Sheets, and a Mineral Surfaced Cap Sheet on a wood or other nailable deck , inclined 1/4" to 6" per foot. (Use only for the purposes of preparing bids.) 1. 4GNC by Johns Manville, Roofing Products Div. 2. N -B -4 -M by GAF Materials Corp. B. New Roofing Materials: Order and use new materials and use methods as required to produce an exact match for the existing roofing system. C. New Cants 1. Solid Perlite. 2. Four (4) inch legs, triangular shape. D. Red Rosin: Shall be five (5) square roll, minimum weight of 25 lbs. per roll. E. Base Sheet: Fiberglass base sheet meeting ASTM D4601. F. Asphalt: Type III meeting ASTM D312. G. Ply Sheet: Asphalt impregnated fiberglass ply felt meeting ASTM D2178, Type VI, "GlasPly IV" or approved equal. H. Cap Sheet: Fiberglass cap sheet meeting ASTM D3909, "GlasKap Mineral Surfaced Cap Sheet" or approved equal. I. Base Flashing Material: SBS modified sheet reinforced with fiberglass and /or polyester and with a mineral granular surface, "DynaFlex" or approved equal. J. Flashing, Sleeves, Pipe Hoods, and Miscellaneous Items: Provide all incidental and accessory material, tools, equipment and methods required for watertight installation of built -up roofing. K. Vapor Retarders 1. Glass -Fiber Felts: Asphalt- impregnated, glass -fiber felt, complying with ASTM D 2178, Type IV. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 M. Cants 2.4 EQUIPMENT: Equip bitumen heating kettle with thermostat as well as thermometers for accurate temperature control. Consult manufacturer's specification manual. PART 3 EXECUTION 3.1 EXAMINATION: Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 3.2 PREPARATION B. Set drains below roof deck (wood decks only) to permit free flow of water. Install drains in accordance with Johns Manville Roofing Systems recommendations. C. Drains shall be cast iron only. 3.3 SUBSTRATE BOARD INSTALLATION 3.4 VAPOR - RETARDER INSTALLATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Organic Felts: No. 15, un- perforated, asphalt- saturated organic felt, complying with ASTM D 226, Type I. L. Perlite Substrate and Cover Board: 1. Solid Perlite. 2. Four inch (4 ") legs, triangular shape. 3. Provide at all junctions of horizontal to vertical. SECTION 07510 Page 5 BUILT -UP ROOFING REPAIR 1. Provide rigid, 3/4- inch -thick mineral - aggregate thermal insulation board consisting of expanded perlite, cellulosic fibers, binders, and waterproofing agents with top surface seal- coated, complying with ASTM C 728. A. Wood deck to be dry, smooth, and securely nailed. Cover cracks over 1/4" with metal and inverted cap sheet in accordance with manufacturer's recommendations. Check all surfaces for slope to drains. All penetrations made and curbs and cants installed prior to starting work. A. Install substrate board with long joints in continuous straight lines, perpendicular to roof slopes with end joints staggered between rows. Tightly butt substrate boards together. 1. Fasten substrate board to top flanges of steel deck to resist uplift pressure at corners, perimeter, and roof field according to the following: a) Factory Mutual "Approval Guide" or applicable Code requirement for specified Windstorm Resistance Classification. b) Roofing system manufacturer's written instructions for project location. A. Install 2 glass -fiber felt plies lapping each sheet 19 inches over preceding sheet. Embed each sheet in a solid mopping of hot roofing asphalt. Glaze -coat completed MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07510 Page 6 BUILT -UP ROOFING REPAIR surface with hot roofing asphalt. Apply hot roofing asphalt at a rate of 20 lb/100 sq. ft., plus or minus 25 percent. B. Completely seal vapor retarder at terminations, obstructions, and penetrations to prevent air movement into roofing system. 3.5 ROOFING PATCHING INSTALLATION: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Install the work in accordance with "Quality Assurance" provisions, "References ", Specifications, and Manufacturer's directions. Where these may be in conflict, the more stringent requirements govern. B. Install roof patching systems base and other roofing flashings, cap sheet, and the like. Coordinate carefully with work of flashings, reglets, counter flashings, as drawn. C. Ply Felts: Embed four plies of Type VI felts in hot asphalt over the insulation per manufacturer's recommendations. D. Capsheet Surfacing: Set firmly and uniformly, without voids, into the hot asphalt with all edges well sealed. Care should be taken to maintain two (2)" side laps and six (6)" end laps. E. Base Flashings: Install all base flashings with SBS modified sheet as per manufacturer's recommendations. Flashing sheet shall extend over parapet wall and down the outside edge a minimum of two (2) inches. Nailing of base flashing sheet shall be six (6) inches on center using simplex type nails. 3.6 FIELD QUALITY CONTROL A. Verify conformance with Specifications and Drawings. 1. Owner reserves right to require cutouts for testing and inspection /Conditions of the Contract and Division 1. 2. If owner required cut -out samples indicate a lesser system weight than specified, additional plies and asphalt will be added at applicators expense, following the manufacturer's requirements for corrective action. 3.7 CLEAN -UP A. Remove cuttings and other resulting debris. B. Remove stains from walls, walkways, driveways and other surfaces as required. C. Leave premises clean. END OF SECTION 07510 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 PART1 GENERAL SECTION 07536 EPDM ROOFING PATCHING AND REPAIR 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. 1.2 DESCRIPTION 1.3 PERFORMANCE REQUIREMENTS 1.4 CONFORMANCE SUBMITTALS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. This describes repairs and alterations to the existing EPDM membrane roofing system, made necessary by other construction activities that require adding new roof penetrations. A. General: Make repairs and modifications using sheet membrane roofing, base flashing, and adhesives to result in an installation that is watertight; will not permit the passage of liquid water; and will withstand wind loads, thermally induced movement, and exposure to weather without failure. B. Material Compatibility: Use roofing materials that are compatible with the existing system as demonstrated by roofing system manufacturer based on testing and field experience. A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Submit a list of materials used on the job. C. Submit shop drawings accepted by an authorized manufacturer's representative, indicating roof size, location and types of penetrations, perimeter and penetration details, roof insulation layout and makeup. 1.5 QUALITY ASSURANCE A. Installation shall be by an authorized manufacturer's systems applicator. There shall be no deviation made from the specifications or drawings without prior written approval from the membrane system manufacturer. Upon completion of the installation, an inspection shall be made by a technical representative of membrane system manufacturer. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 SECTION 07536 Page 2 EPDM ROOFING PATCHING AND REPAIR 1.6 DELIVERY, STORAGE AND HANDLING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Installer Qualifications 1. At time of bid, submit a letter from manufacturer certifying that the roofing contractor is a manufacturer licensed applicator and is authorized to install the specified EPDM roofing system eligible for fifteen (15) year guarantee. 2. A single installer shall perform the work of this Section and shall have completed projects of similar scope and complexity. 3. Manufacturer's representative to attend pre - roofing conference. 4. Manufacturer's representative to make final inspection prior to issuance of guarantee. C. Daily Log Reports: During roofing, prepare daily log reports of the roofing installation. Reports shall contain: 1. Starting Time and Temperature, Daily. 2. Stopping Time and Temperature, Daily. 3. General Comments on the Application. 4. At completion of roofing, submit the daily log report of the roofing installation to the Architect. D. Field Conditions: Prior to roofing, Manufacturer's representative, and roofing applicator shall inspect the roof deck, related work and adjacent surfaces. Report all conditions which prevent proper execution of this work to the General Contractor and the Architect. A. Deliver roofing materials, insulation and accessories in manufacturer's protective containers with labels intact and legible. Store materials between 60 °F and 80 °F in dry area and protect. B. Handle rolled goods to prevent damage. Damaged materials shall not be used on the project. C. Store all roofing and insulation materials off ground, on clean, raised platforms with weather - protective covering. All material not stored according to manufacturer's recommendations shall be removed from the job site. 1.7 PROJECT SITE CONDITIONS A. Proceed with insulation and elastomeric sheet roofing work only when weather conditions comply with manufacturer's recommendations, and will permit materials to be applied and cured in accordance with those recommendations. B. Do not exceed temperature limitations recommended by roofing manufacturer. C. Apply roofing only when correct temperature of adhesives can be maintained and when no moisture in any and all forms is present on the roof. D. CAUTIONS AND WARNINGS: Hexane, heptane, white gas, adhesives and caulk are extremely flammable. DO NOT USE NEAR FIRE OR FLAME OR IN A CONFINED OR UNVENTILATED AREA. Consult manufacturer's MSDS for additional precautions. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 1.8 PROTECTION 1.9 WARRANTY PART2 PRODUCTS 2.1 MATERIALS, GENERAL 2.4 RELATED MATERIALS A. Uncured Neoprene /EPDM Flashing B. Bonding Adhesive and Primer, COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE SECTION 07536 Page 3 EPDM ROOFING PATCHING AND REPAIR A. Before stopping work each day, protect unfinished roofing with Night Sealant Caulking, as a full water cut -off. Allow NO WATER to enter roof system during construction. REMOVE all night seals before continuing the roof installation. A. Do all work using materials and methods that preserve and maintain the warranty on the existing roof membrane system. B. Warrant this work to be secure and watertight for a period of two years after acceptance by the Owner. Repair or replace components of membrane roofing system that fail in materials or workmanship within this warranty period. A. Comply with "Quality Assurance" provisions, "References ", Specifications, and Manufacturer's data. Where these conflict, the more stringent requirements govern. 2.2 APPROVED MANUFACTURERS: Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified below. A. "Fully Adhered System" by Firestone Building Products Co., 525 Congressional Boulevard, Carmel, IN 46032 -5647, (800) 4284442, Ph: (317) 575 -7000, Fax: (317) 816 -3905, www.firestonebpco.com B. "Sure -Seal Design "A" Adhered Roofing System ", Carlisle SynTec Inc., Division of Carlisle Corporation, 1285 Ritner Highway, P.O. Box 7000, Carlisle, PA 17013 -0925, (800) 4- SYNTEC, Ph: (717) 245 -7000, Fax: (717) 245 -7253, em: market a(svntec.carlisle.com, www.carlisle - syntec.com 2.3 EXISTING ROOFING SYSTEM: Base bids on the assumption that the existing roofing system is as described below. A. Verify actual roofing system materials and methods in the field prior to ordering new materials for this work. B. New Roofing Materials: Order new materials and use methods as required to produce an exact match for the existing roofing system. 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07536 Page 4 EPDM ROOFING PATCHING AND REPAIR PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel C. Vertical Wall Terminations: Where membrane terminates on vertical surfaces, use continuous metal termination bars and water cut-off mastic. Install under metal flashing, counterflashing, and reglets. D. Wood Blocking / Nailers: Pressure Treated Preservative #2 Construction Grade or better. E. Pipe Flashing and Boots: Use pre - molded EPDM Pipe Flashing, together with stainless steel clamping rings, and Lap Sealant. 3.1 SUBSTRATE INSPECTION A. Examine substrate to assure continuity, integrity, deck support and attachments to supporting structure before proceeding. Verify the substrate is proper to receive the insulation and roofing system. Correct all defects before proceeding. 3.2 SUBSTRATE PREPARATION A. Assure the deck be designed and constructed to provide adequate drainage, without low areas where ponding water can occur. Make adjustments as needed to get substrate smooth, clean, and uniformly sloped. 3.3 INSULATION INSTALLATION: A. Thermal Insulation: Install and adjust depth to get exact match of existing, adjacent insulation that remains in place. Cover metal decking completely, neatly fit to all roof penetrations, projections and nailers. Place no more insulation than can be covered before the end of each day's work or before inclement weather. B. Insulation Attachment: Anchor the Insulation to the underlying metal roof deck with Insulation Attachment Fasteners. Follow manufacturer and code requirements. 3.4 PERIMETER WOOD BLOCKING A. Install pressure treated wood nailers at roof edges, thickness adjusted so the top of nailer is flush with the top of adjacent insulation recovery board. B. Cut nailers to fit and close between metal roofing corrugations, rolled ribs, and seams at roof ends. C. Install an additional nailer at metal roofing ends to provide a continuous, straight surface for nail attachment of roofing membrane to structure. D. Provide curbs and other wood where needed to get straight, smooth, continuous surfaces for edge nailing of roofing membrane. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 3.5 ROOFING MEMBRANE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Make seams by cleaning the seam areas of both roofing membrane sheets with an approved cleaner to remove all visible talc and other contaminants. If Seam Tape is used, the seam area of both sheets need only be primed. Adhere seams with Seam Tape or Seam Adhesive. SECTION 07536 Page 5 EPDM ROOFING PATCHING AND REPAIR A. Adhere roofing membrane directly to the Insulation by applying Bonding Adhesive to the bottom of the membrane and the top of the recover board. 3.6 JOINTS, FLASHING, TRIM, AND ACCESSORIES A. Install roof flashing, metal reglets, trim, and accessories as required to get a complete, weatherproof installation covered by the Warranty described above. 3.7 PROTECTING AND CLEANING A. Protect sheet membrane roofing from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner. B. Correct deficiencies in or remove roofing that does not comply with requirements, repair substrates, reinstall roofing, and repair sheet flashings to a condition free of damage and deterioration at the time of Substantial Completion and according to warranty requirements. END OF SECTION 07536 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07536 Page 6 EPDM ROOFING PATCHING AND REPAIR COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 07815 FIRE -RATED DUCT INSULATION A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This section includes a flexible, high - temperature, foil faced fiber insulation system with UL listing, to provide fire- resistive rating for commercial grease duct installation as an alternative to fire- resistive shafts or enclosures where required by codes. 1.3 CONFORMANCE SUBMITTALS A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Product Data: For each type of product indicated, identify fire- resistive rating, thickness, facing, and installation tapes, straps, bands, and clamps. C. Shop Drawings: Show details for the following: 1. Application of insulation at hangers and supports. 2. Insulation application at elbows and access panels. D. Installer Certificates: Signed by Contractor certifying that installers comply with requirements. E. Underwriters Laboratories Listing: Submit evidence of UL testing and acceptance of duct insulation system, together with the UL or ULC System Identification Number. F. Material Test Reports: From a qualified testing agency acceptable to authorities having jurisdiction that describe proposed system, and indicate, interpret, and certify test results for compliance of insulation materials, and attachments with requirements indicated. Include dates of tests and test methods employed. 1.4 QUALITY ASSURANCE A. Fire - Test - Response Characteristics: Insulation and related materials shall have fire - test- response characteristics indicated, as determined by testing identical products per ASTM E 84, by a testing and inspecting agency acceptable to authorities having MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 SECTION 07815 Page 2 FIRE -RATED DUCT INSULATON 1.5 DELIVERY, STORAGE, AND HANDLING A. Packaging: Insulation material containers shall be marked by manufacturer with appropriate ASTM standard designation, type and grade, and maximum use temperature. 1.6 COORDINATION PART2 PRODUCTS 2.1 FIRE -RATED INSULATION SYSTEMS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel jurisdiction, with flame - spread index of 25 or Tess, and smoke - developed index of 50 or less. A. Coordinate size and location of supports, hangers, and insulation shields specified in Division 15 Section "Hangers and Supports." B. Coordinate clearance requirements with duct and hood equipment installer. Establish and maintain clearance requirements for installation field- applied insulation and for space required for maintenance. A. Provide a flexible, high - temperature fiber blanket insulation system that is UL tested and certified as duct wrap material in accordance with Classification HNKT for Grease Duct Assemblies. 1. Unless otherwise indicated on the drawings, provide a system with 1 -hour fire rating. 2.2 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. CertainTeed Corp.; FlameChek. 2. Johns Manville; Firetemp Wrap. 3. Nelson Firestop Products; Nelson FSB Flameshield Blanket. 4. Thermal Ceramics; FireMaster Duct Wrap. 5. 3M; Fire Barrier Wrap Products. 6. Unifrax Corporation; FyreWrap. 7. Vesuvius; PYROSCAT FP FASTR Duct Wrap. B. Use materials with system components all manufactured or approved by the manufacturer, and included in the listed assembly: 1. Insulation blankets fabricated with asbestos -free mineral fiber. 2. Blanket facing made with glass scrim reinforced, aluminum foil facing. 3. Filament tape for temporary insulation support. 4. Foil -face bat sealing tape. 5. Steel banding straps and clamps. 6. Collars, duct access doors, duct support rods and angles. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 3.2 INSTALLATION REQUIREMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 07815 Page 3 FIRE -RATED DUCT INSULATON PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Examine substrates and conditions for compliance with requirements for installation and other conditions affecting performance of insulation application. 1. Verify that systems and equipment to be insulated have been tested and are free of defects. 2. Verify that surfaces to be insulated are clean and dry. 3. Proceed with installation only after unsatisfactory conditions have been corrected. B. Surface Preparation: Clean and dry surfaces to receive insulation. Remove materials that will adversely affect insulation application. A. Install insulation materials, accessories, and finishes with smooth, straight, and even surfaces; free of voids throughout the length of ducts and fittings. B. Install accessories compatible with insulation materials and suitable for the service. Use accessories that do not corrode, soften, or otherwise attack insulation or jacket in either wet or dry state. C. Install multiple layers of insulation with longitudinal and end seams staggered. D. Keep insulation materials dry during installation. E. Install insulation with tight longitudinal seams and end joints. Bond seams and joints with adhesive recommended by insulation material manufacturer. F. Install insulation with least number of joints practical. G. Repair damaged insulation facings by applying same facing material over damaged areas. Extend patches at least 4 inches beyond damaged areas. Adhere, staple, and seal patches similar to butt joints. 3.3 PENETRATIONS A. Insulation Installation at Roof Penetrations: Install insulation continuously through roof penetrations. Terminate insulation above roof surface and seal cut facings. 3.4 FIRE -RATED INSULATION SYSTEM INSTALLATION A. Install Fire -Rated Duct Insulation in thickness as required for a 1 -hour fire rating, unless other duct insulation fire ratings are indicated on the Drawings. B. Secure insulation system to ducts and duct hangers and supports to maintain a continuous UL- listed fire rating. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 ti SECTION 07920 JOINT SEALANTS PART 1. GENERAL 1.1 SUMMARY A. This Section includes joint sealants for the following applications: 1. Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 2. Exterior joints in horizontal traffic surfaces. 3. Interior joints in vertical surfaces. B. See Division 3 Section "Concrete Floor Slab Joints and Fillers" for filling joints in floor slabs. 1.2 PERFORMANCE REQUIREMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. 1.3 CONFORMANCE SUBMITTALS A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Product Data: For each joint - sealant product indicated. C. Preconstruction field test reports. D. Compatibility and adhesion test reports. . E. Product certificates. F. Samples: For each type and color of joint sealant required, provide Samples with joint sealants in 1/2 -inch- wide joints formed between two 6 -inch- long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. 1.4 QUALITY ASSURANCE A. Preconstruction Compatibility and Adhesion Testing: Submit samples of materials that will contact or affect joint sealants to joint - sealant manufacturers for testing according to ASTM C 1087 to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07920 Page 2 JOINT SEALANTS 1.5 WARRANTY PART2 PRODUCTS 2.1 MANUFACTURERS 2.2 MATERIALS, GENERAL 2.3 ELASTOMERIC JOINT SEALANTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Preconstruction Field- Adhesion Testing: Before installing elastomeric sealants; field test their adhesion to Project joint substrates according to the method in ASTM C 1193 that is appropriate for the types of Project joints. A. Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this-Section within two (2) years from date of Substantial Completion. A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, those listed in PART 2 and PART 3 of this Section. A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer, based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. C. Joint Substrates: Provide sealants suitable for Uses. M (mortar), G (glass), A (aluminum), and 0 (other), selected to be appropriate for actual conditions. A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid- appiied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates. B. Stain - Test - Response Characteristics: Where elastomeric sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. C. Suitability for Contact with Food: Where elastomeric sealants are indicated for joints that will come in repeated contact with food, provide products that comply with 21 CFR 177.2600. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 2.4 PREFORMED JOINT SEALANTS PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Preformed Foam Sealant: Manufacturer's standard mildew- resistant, nonmigratory, nonstaining, preformed, precompressed, open -cell foam sealant that is manufactured from high- density urethane foam impregnated with a nondrying, water - repellent agent. 1. Available Products: 2.5 JOINT- SEALANT BACKING SECTION 07920 Page 3 JOINT SEALANTS a. Emseal 25V by EMSEAL Joint Systems, Ltd., 23 Bridle Lane, Suite 3, Westboro, MA 01581 -2603, (800) 526 -8365, Ph: (508) 836 -0280, Fax: (508) 836 -0281, em: techinfo @emseal.com, www.emseal.com. b. Polytite B or Polytite Standard by Polytite Manufacturing Corporation, 324 Rindge Avenue, Cambridge, MA 02140, (800) 776 -0930, Ph: (617) 864 -0930, Fax: (617) 864 -9006, em: info @polytite.com, www.polytite.com. c. Density: 10 lb/cu. ft.. A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Backings: ASTM C 1330, Type C closed -cell material with a surface skin, Type 0 open -cell material, Type B bicellular material with a surface skin, or any of the preceding types, as approved in writing by joint - sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance: 2.6 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint - sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint - sealant - substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. 3.1 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07920 Page 4 JOINT SEALANTS B. Joint Priming: Prime joint substrates, based on preconstruction joint - sealant- substrate tests or prior experience. Apply primer to comply with joint - sealant manufacturer's written instructions. Confine primers to areas of joint - sealant bond; do not allow spillage or migration onto adjoining surfaces. 3.2 INSTALLATION COSTCO WHOLESALE • Deli /Dish Prep /Rotisserie Remodel A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. B. Install sealant backings of type indicated to support sealants during application and at position required to produce cross - sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. C. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross - sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. D. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. E. Installation of Preformed Foam Sealants: Install each length of sealant immediately after removing protective wrapping, taking care not to pull or stretch material, producing seal continuity at ends, turns, and intersections of joints. For applications at low ambient temperatures where expansion of sealant requires acceleration to produce seal, apply heat to sealant in compliance with sealant manufacturer's written instructions. F. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 3.3 SEALANTS AT EXTERIOR JOINTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Exterior horizontal traffic and nontraffic contraction joints in cast -in -place concrete pavement, slabs, and curb /bench elements: Use Multicomponent Pourable Urethane Sealant. 1. Available Products: a. Sikaflex — 2c SL by Sika Corporation, Inc., 201 Polito Avenue, Lyndhurst, NJ 07071, (800) 933 -SIKA, Ph: (201) 933 -8800, Fax: (201) 804 -1076, Rmontanil @compuserve.com, www.sikaUSA.com b. SL 2 by Sonneborn /ChemRex, 889 Valley Park Drive, Shakopee, MN 55379- 1854, (800) 433 -9517, Ph: (952) 496 -6000, Fax: (800) 496 -6067, em: messagecenter @chemrex.com, www.ChemRex.com 2. Type and Grade: P (pourable). 3. Uses Related to Exposure: T (traffic). 4. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated, O. B. Exterior vertical construction joints in precast and cast -in -place concrete: Use Multicomponent Nonsag Urethane Sealant: 1. Available Products: a. Sikaflex - 2c NS TG by Sika Corporation, Inc. b. NP 2 bySonneborn /ChemRex 2. Type and Grade: M (multicomponent) and NS (nonsag). 3. Class: 25. 4. Uses Related to Exposure: NT nontraffic. 3.4 SEALANTS FOR INTERIOR JOINTS 1. Available Products: MULVANNYG2 ARCHITECTURE SECTION 07920 Page 5 JOINT SEALANTS C. Other Exterior Joints In Surface Conditions Not Listed Above: Furnish and install appropriate sealants at exterior joints in horizontal and vertical surfaces, where shown on the drawings, and where otherwise necessary to make the construction weather - tight, sound resistant, and preventing the passage of air, gasses, or moisture through the construction. A. Vertical control and expansion joints on exposed interior surfaces of exterior walls — Use Latex Joint Sealant complying with ASTM C 834, Type P, Grade NF. a. AC -20+ by Pecora Corporation, 165 Wambold Road, Harleysville, PA 19438, (800) 664 -7903, Ph: (215) 799 -7528, Fax: (215) 721 -0286, em: hallidayk @pecora.com, www.pecora.com. b. Sonalac by Sonneborn /Chem Rex. B. Interior perimeter joints of exterior openings. — Use Latex Joint Sealant complying with ASTM C 834, Type P, Grade NF. 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 07920 Page 6 JOINT SEALANTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Available Products: a. AC -20 +by Pecora Corporation b. Sonolac by Sonneborn /ChemRex Inc. C. Interior joints between plumbing fixtures and adjoining walls, floors, and counters -Use Single- Component Mildew - Resistant Acid- Curing Silicone Sealant: Use white color at porcelain fixtures, grey color at stainless steel, or other color appropriate for fixture color. 1. Available Products: a. 786 Mildew Resistant by Dow Corning Corporation, 2200 Salzburg Road, P.O. Box 0994, Midland, MI 48686 -0994, (800) 634 -9660, Ph: (989) 496 -4000, Fax: (989) 496 -8026, www.dowcorning.com b. Sanitary SCSI 700 by GE Silicones, 260 Hudson River Road, Building 25, Waterford, NY 12100, (800) 255 -8886, Ph: (518) 233 -3251, Fax: (518) 233- 3931, www.ge.com /silicones 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Use Related to Exposure: NT. D. Joints in interior concrete floor curbs at freezers and coolers — Use Single- Component Mildew- Resistant Acid - Curing Clear Silicone Sealant: 1. Available Products: a. 786 Mildew Resistant by Dow Corning Corporation b. Sanitary SCSI 700 by GE Silicones. 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Use Related to Exposure: NT (nontraffic). E. Perimeter joints between interior wall surfaces and frames of interior doors — Use Latex Joint Sealant complying with ASTM C 834, Type P, Grade NF. 1. Available Products: a. AC -20+ by Pecora Corporation b. Sonolac by Sonneborn /ChemRex Inc. F. Other Interior Joints In Surface Conditions Not Listed Above: Furnish and install appropriate sealants at interior joints in horizontal and vertical surfaces where shown on the drawings, and where otherwise necessary to make the construction attractive in appearance, sound resistant, and preventing the passage of air, sound, or moisture through the construction. END OF SECTION 07920 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.5 QUALITY ASSURANCE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 09260 GYPSUM BOARD ASSEMBLIES 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. 1.2 SUMMARY A. This Section includes the following: 1. Interior gypsum wallboard. 2. Gypsum backing panels. 3. Non -load- bearing steel framing. 1.3 RELATED WORK IN OTHER SECTIONS A. Division 5 "Cold- Formed Metal Framing" for load- bearing and exterior wall framing assemblies. 1.4 CONFORMANCE SUBMITTALS A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Product Data: For each product indicated. A. Fire - Test - Response Characteristics: For gypsum board assemblies with fire - resistance ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. 1.6 PRODUCT HANDLING: Protect stored wallboard from excessive and continuous exposure to moisture and extremes in temperature. PART2 PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09260 Page 2 GYPSUM BOARD ASSEMBLIES 2.2 STEEL FRAMING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Steel Framing, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Metal complying with ASTM C 645 requirements. 2. Protective Coating: ASTM A 653/A 653M, G60, hot -dip galvanized zinc coating. B. Suspended Ceiling and Soffit Framing: 1. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625 -inch- (16 ga) diameter wire, or double strand of 0.0475 -inch- (18 ga) diameter wire. 2. Hanger Attachments to Concrete: Powder - Actuated Fasteners: Suitable for application indicated, fabricated from corrosion- resistant materials, with clips or other devices for attaching hangers of type indicated, and capable of sustaining, without failure, a load equal to 10 times that imposed by construction as determined by testing according to ASTM E 1190 by a qualified independent testing agency. 3. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.162 -inch diameter. 4. Carrying Channels: Cold- rolled, commercial -steel sheet with a base metal thickness of 0.0538 inch (16 ga), a minimum 1/2 -inch- wide flange, and in depth indicated. 5. Furring Channels (Furring Members): a. Cold Rolled Channels: 0.0538 inch (16 ga) bare steel thickness, with minimum 1/2 -inch- wide flange, 3/4 inch deep. b. Steel Studs: ASTM C 645, in depth indicated. Minimum Base Metal Thickness: 0.0312 inch (20 ga). c. Hat - Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep. Minimum Base Metal Thickness: 0.0312 inch (20 ga). C. Grid Suspension System for Interior Ceilings: ASTM C 645, direct -hung system composed of main beams and cross - furring members that interlock. 1. Available Products: a. Armstrong World Industries, Inc.; Furring Systems /Drywall. b. Chicago Metallic Corporation, "Drywall Furring" or "Fire Front" systems, selected to be appropriate for the application. c. USG Interiors, Inc.; Drywall Suspension System. D. Partition and Soffit Framing: 1. Steel Studs and Runners: ASTM C 645, in depth indicated. a. Minimum Base Metal Thickness: 0.0179 inch (25 ga). b. Studs at Door Frames: 0.0312 inch (20 ga). 2. Deep -Leg Deflection Track: ASTM C 645 top runner with 2 -inch- deep flanges. 3. Proprietary Firestop Track: Top runner manufactured to allow partition heads to expand and contract with movement of the structure while maintaining continuity of fire- resistance -rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 2.3 PANEL PRODUCTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel a. Available Products: 1) Fire Trak Corp., "Fire Trak ". 2) Metal -Lite, Inc., "The System ". 4. Cold - Rolled Channel Bridging for fixture attachment or lateral bracing: 0.0538 inch (16 ga) bare steel thickness, with minimum 1/2 -inch- wide flange, and in depth indicated: a. Clip Angle: 1 -1/2 by 1 -1/2 inch, 0.068- inch -(16 ga) thick, galvanized steel. 5. Z- Shaped Furring: With slotted or nonslotted web, face flange of 1 -1/4 inches, wall attachment flange of 7/8 inch, minimum bare metal thickness of 0.0179 inch (25 ga), and depth required to fit insulation thickness indicated. 6. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. 7. Backing Plates and Flat Straps: Steel sheet for blocking and bracing, gauge as required for projected loadings. A. Panel Size, General: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system indicated. B. Interior Gypsum Wallboard: ASTM C 36. Use "Type X" in thickness indicated and with long edges tapered. C. Exterior Gypsum Soffit Board: ASTM C 931/0 931M, with core type and in thickness indicated, with manufacturer's standard edges, and type appropriate for painted finish. D. Gypsum Board Trim Accessories 1. Trim for Interior Exposure: ASTM C 1047. 2. Trim for Exterior Exposure: ASTM C 1047, hot -dip galvanized steel sheet or rolled zinc. E. Interior Wall Backing Panels: 1. At Ceramic Tile: Water- Resistant Gypsum Backing Board: ASTM C 630/C 630M, with core type and in thickness indicated. 2. At Stainless Steel Wall Lining, at polymer flooring base, and at Fiberglass Reinforced Plastic Panels (FRPP) in food preparation areas: Provide 5/8" thick, gypsum fiber panels without face paper. Use "Fiberock Brand Aqua Tough Sheathing Panels" manufactured by United States Gypsum Co. 3. At FRPP panels in Main Sales area accessible to shoppers and DFRPP in Optical area, use "Interior Gypsum Wallboard" described above, unless otherwise indicated on the drawings. 2.4 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475. MULVANNYG2 ARCHITECTURE SECTION 09260 Page 3 GYPSUM BOARD ASSEMBLIES 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09260 Page 4 GYPSUM BOARD ASSEMBLIES B. Joint Tape: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Interior Gypsum Wallboard: Paper. 2. Tile Backing Panels: As recommended by panel manufacturer. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints, and damaged surface areas, use setting -type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, flanges of trim accessories, and fasteners, use setting -type or drying -type, all- purpose compound. Use setting -type compound for installing paper -faced metal trim accessories. 3. Fill Coat: For second coat, use setting -type, sandable topping compound or drying - type, all- purpose compound. 4. Finish Coat: For third coat, use setting -type, sandable topping compound or drying -type, all- purpose compound. 5. Skim Coat: For final coat of Level 5 finish, use drying -type, all- purpose compound. 2.5 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining, latex sealant complying with ASTM C 834 that effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. 1. Available Products include, but are not limited to the following - a. Pecora Corp.; AC -20 FTR Acoustical and Insulation Sealant. b. United States Gypsum Co., SHEETROCK Acoustical Sealant. C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 (20 ga) to 0.112 inch (10 ga) thick. 2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. D. Isolation Strip at Exterior Walls: 1. Asphalt- Saturated Organic Felt: ASTM D 226, Type I (No. 15 asphalt felt), nonperforated. 2. Foam Gasket: Adhesive - backed, closed -cell vinyl foam strips that allow fastener penetration without foam displacement, 1/8 inch thick, in width to suit steel stud size. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 3 EXECUTION 3.1 NON -LOAD- BEARING STEEL FRAMING INSTALLATION SECTION 09260 Page 5 GYPSUM BOARD ASSEMBLIES A. General: Comply with ASTM C 754, and ASTM C 840 requirements that apply to framing installation. B. Suspended Ceiling and Soffit Framing: 1. Suspend ceiling hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling Toads within performance limits established by referenced standards. 3. Attach hangers to structural members. Do not support ceilings from or attach hangers to permanent metal forms, steel deck tabs, steel roof decks, ducts, pipes, or conduit. 4. Wire -tie or clip as required to comply with requirements for assemblies indicated. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel C. Partition and Soffit Framing: 1. Where studs are installed directly against exterior walls, install isolation strip between studs and wall. 2. Extend partition framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board. 3. Frame door openings to comply with GA -600 and with gypsum board manufacturer's applicable written recommendations, unless otherwise indicated. Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a. Install two studs at each jamb, unless otherwise indicated. b. Extend jamb studs through suspended ceilings and attach to underside of floor or roof structure above. 4. Frame openings other than door openings the same as required for door openings, unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. 5. Install supplementary framing, blocking, and bracing at terminations in gypsum board assemblies, and where required to support fixtures, equipment services, heavy trim, grab bars, toilet partitions and accessories, furnishings, or similar construction. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09260 Page 6 GYPSUM BOARD ASSEMBLIES a. Comply with details, gypsum board manufacturer's written recommendations, and United States Gypsum's "Gypsum Construction Handbook ". 3.2 PANEL PRODUCT INSTALLATION A. Gypsum Board: Comply with ASTM C 840 and GA -216. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Space screws a maximum of twelve inches (12 ") o.c. for vertical applications. 2. Space fasteners in panels that are tile substrates a maximum of eight inches (8 ") o.c. 3. On ceilings, apply gypsum panels before wall /partition board application to the greatest extent possible and at right angles to framing, unless otherwise indicated. 4. On partitions /walls, apply gypsum panels either vertically (parallel to framing) or horizontally (perpendicular to framing), unless otherwise indicated or required by fire- resistance -rated assembly, and minimize end joints. a. Stagger abutting end joints not Tess than one framing member in alternate courses of board. b. Install control joints in partitions and wall furring runs exceeding thirty (30) feet. c. Space control joints not more than thirty (30) feet o.c. d. Install control joints in furred assemblies where control joints occur in base exterior wall. 5. On Z- furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members. B. Interior Backing Panels for Stainless Steel Wall Lining Panels: Install with 1/4 -inch gap where panels abut other construction or penetrations. C. In shear wall areas, attach wallboard with screws as called out in the Structural Notes. D. All ends and edges of all gypsum wallboard shall occur over framing members, except when joints are at right angles to framing members as in horizontal application or when the end joints are to be back - blocked. E. End joints shall be staggered. Joints on opposite sides of a partition shall be so arranged as to occur on different studs. F. Reinforce inside corners in accordance with manufacturer's directions. Treat field joints and screw heads in accordance with standard specifications. Protect external corners and exposed edges with metal trim. G. Metal trim shall be used where wallboard abuts all dissimilar materials. 3.3 FINISHING A. Installing Trim Accessories: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 3.4 FINISHING GYPSUM BOARD ASSEMBLIES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Prefill open joints and damaged surface areas. SECTION 09260 Page 7 GYPSUM BOARD ASSEMBLIES A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840, for locations indicated: 1. Level 1, at Concealed Locations: Embed tape at joints in ceiling plenum areas, concealed areas, and where indicated, unless a higher level of finish is required for fire- resistance -rated assemblies and sound -rated assemblies. 2. Level 2 as Substrate for tile: Embed tape and apply separate first coat of joint compound to tape, fasteners, and trim flanges where panels are substrate for tile and where indicated. 3. Level 3, as First and Fill Coats: Embed tape and apply separate first and fill coats of joint compound to tape, fasteners, and trim flanges. 4. Level 4 at Surfaces with Low Luster Finish: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges at panel surfaces that will be exposed to view, unless otherwise indicated. 5. Level 5 at Surfaces Receiving Gloss and Semigloss Enamels and surfaces subject to severe lighting: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges, and apply skim coat of joint compound over entire surface. END OF SECTION 09260 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 • Issued For Permit Printed on 10/20/08 SECTION 09260 Page 8 GYPSUM BOARD ASSEMBLIES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL SECTION 09510 ACOUSTIC CEILINGS 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. 1.2 EXTENT OF WORK (In This Section): Provide lay -in acoustical board as specified herein and indicated on the Drawings. 1.3 CONFORMANCE SUBMITTALS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Product Data: For each type of product indicated. C. Coordinate Drawings: Reflected ceiling plans drawn to scale and coordinating penetrations and ceiling- mounted items. Show the following: 1. Ceiling suspension members. 2. Method of attaching hangers to building structure. 3. Ceiling- mounted items including lighting fixtures, diffusers, grilles, speakers, sprinklers, access panels, and special moldings. 4. Minimum Drawing Scale: 1/8 inch = 1 foot. D. Samples for Initial Selection: For components with factory- applied color finishes. 1. Samples for Verification: For each component indicated and for each exposed finish required, prepared on Samples of size indicated below. 2. Acoustical Panel: Set of 6 -inch- square Samples of each type, color, pattern, and texture. 3. Exposed Suspension System Members, Moldings, and Trim: Set of 8 -inch- long Samples of each type, finish, and color. 1.4 COORDINATION: Coordinate as necessary with other trades to insure proper and adequate provisions for the work of their trades. 1.5 PRODUCT HANDLING: Deliver manufactured materials in original unbroken cartons, containers or packages bearing name of manufacturer and brand seals. Keep materials dry, clean and properly protected against deterioration of any form. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09510 Page 2 ACOUSTIC CEILINGS PART2 PRODUCTS 2.1 GENERAL A. Refer to Bulletin No. XXIX of Acoustic Materials Association, 335 East 45th Street, New York, NY 10017. B. Acoustical subcontractor approved by manufacturer of the acoustic materials. 2.2 CEILING SUSPENSION SYSTEM A. Acceptable Manufacturers: Deli /Dish Prep /Rotisserie Remodel 1. USG Interiors, Inc., 125 S. Franklin, Chicago, IL 60606 -4678, Ph. (800) 950 -3839 or (312) 606 -4100, Fax: (312) 606 -4093, www.usg.com. 2. Armstrong "Prelude" or system by Chicago Metallic Corporation, Chicago, IL, (800) 323 -7164, www.chicaoo- metallic.com. Contact Jerald Schwarz, (425) 277 -0631. 3. CertianTeed, 5301 W. Cypress Street, Suite 300, Tampa, FL 33607 -1766, (800) 235 -6839 Fax: (813) 286 -3991, Email: www.certainTeed.com, Contact: Bob Sagehorn, Tel: 253 - 219 -5725. B. Provide a Wide -Face, Capped, Double -Web, Fire -Rated Steel Suspension System: Main and cross runners roll formed from cold - rolled steel sheet, prepainted, electrolytically zinc coated, or hot -dip galvanized according to ASTM A 653/A 653M, not less than G30 coating designation, with prefinished 15/16- inch - wide metal caps on flanges. 1. Structural Classification: Intermediate -duty system. 2. End Condition of Cross Runners: Override (stepped) or butt-edge type. 3. Face Design: Flat, flush. 4. Cap Material: Steel or aluminum cold - rolled sheet. 5. Cap Finish: Painted white. C. The suspension system shall support the ceiling assembly indicated on the Drawings and specified herein, with a maximum deflection of 1/360 of the span. D. Use system with code- approved components for use in Seismic resisting applications. Include Compression Post, three -way splay wire configurations, and locking post anchor clips as required. 2.3 AC -2: MOISTURE RESISTANT (M.R.) CEILING BOARD - Lay In Washable Ceiling Board A. Lay -in Panels: Provide scrubbable, soil- resistant, square edged panels with Class A Flame Spread, approved by USDA and local health departments for use in food preparation areas. 1. Use "Clean Room VL — Non - perforated" panels, Armstrong Item #870, or equal product manufactured by U.S.G. Interiors Inc. or Celotex. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 3 EXECUTION 3.1 GENERAL 3.2 PREPARATION: Acoustic board subcontractor shall verify all existing building conditions and coordinate his work with all other trades. 3.3 CEILING SUSPENSION SYSTEM COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Conform to standard specifications, manufacturer's printed directions, and approved shop drawings. Finished surfaces level and true, with a tolerance of 1/4" in 12 feet. B. Install hold -down clips with ceiling board. SECTION 09510 Page 3 ACOUSTIC CEILINGS A. Conform to standard specifications, manufacturer's printed directions and approved shop drawings. Finished surfaces level and true, with a tolerance of 1/4" in twelve (12) feet. B. Verify all existing building conditions and coordinate with Owner's fixture suppliers, contractors and personnel. C. Provide galvanized steel wire hangers, with additional hangers for support of mechanical and electrical work. 1. Locate starter hangers maximum eight inches (8 ") from wall, with intermediate hangers at 4' -0" o.c. unless otherwise indicated on Drawings. 2. Place hangers at each corner of each ceiling- mounted mechanical and electrical device, configured to meet code requirements for seismic bracing. D. All hangers shall be wrapped around bottom cord of trusses, or securely anchored to other horizontal structural elements. E. All electrical lighting not supported on main runners shall be wired up with #12 wires at the point of every lighting clip to ceiling. F. Accurately level all main runners. G. Securely anchor all wall angle members in place. H. Provide seismic compression strut bracing and splay wires, located and configured as required by code. I. Install hold down clips. 3.4 INSTALLATION OF LAY -IN ACOUSTICAL BOARD A. Install ceiling board according to manufacturer's recommendations and as detailed on Drawings. B. Replace all damaged boards prior to final acceptance. C. Delivery two (2) extra boxes of each board type specified (unopened) to Owner for future replacement. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09510 Page 4 ACOUSTIC CEILINGS 3.5 FINISHING: Finished surfaces shall be clean, undamaged and of uniform appearance. If cleaning proves ineffective, replace soiled board at no additional cost. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 09510 MULVANNYG2 ARCHITECTURE • 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. 1.2 EXTENT OF WORK: Provide floor the and sheet goods, base and related items required to complete work indicated on Drawings and as specified herein. 1.3 CONFORMANCE SUBMITTALS PART2 PRODUCTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 09650 RESILIENT FLOORING A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Submit product data for each material. 1.4 DELIVERY AND STORAGE OF MATERIALS A. Deliver material in good condition to the jobsite in manufacturer's original unopened containers with label information clearly marked thereon. B. Store material in a heated space protected from the weather and maintained at a minimum temperature of 65° F -100° F. 1.5 QUALITY ASSURANCE A. The concrete slab shall be tested for moisture content (with the proper ASTM standard followed) before resilient floor is laid. B. The applicator shall be certified by the manufacturer as qualified for installation of sheet vinyl flooring employing heat - welded seams. 2.1 GENERAL: All material standard perfect grade except as otherwise specified. All tile and sheet goods accurately cut, each thickness and size uniform. 2.2 RUBBER BASE A. Comply with FS. SS -W-40 Type 1, coved set -on type, 1/8" thick, 4" and 6" high as indicated. Furnish base in 120' continuous rolls. B. Acceptable Manufacturers: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09650 Page 2 RESILIENT FLOORING PART 3 EXECUTION 3.2 PREPARATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Burke Mercer Flooring Products, Div. of Burke Industries, 2250 S. 10 Street, San Jose, CA 95112, Ph. (800) 669 -7010 or (408) 297 -3500, Fax: (408) 280 -0699, www.burkemercer.com, 2. Roppe Corp., 1602 N. Union St., P.O. Box 1158, Fostoria, OH 44830 -1158, Ph. (800) 537 -9527 or (419) 435 -8546, Fax: (419) 435 -1056, 3. Flexco, 1401 E. 6 Street, Tuscumbia, AL 35674, Ph. (800) 633 -3151 or (256) 383 -7474, Fax: (800) 346 -9075, Email: info( .flexcofloors.com, www.flexcofloors.com , or 4. Equal product approved by the Architect. C. Use Mercer color #204, "Gray ", or as approved by the Architect. 2.3 RESILIENT FLOORING ACCESSORIES A. Provide vinyl accessories as required to make transitions between flooring types, and to protect exposed edges of flooring. Use products manufactured by Mercer, Roppe, Flexco, or as approved by the Architect. Select color for appropriate results 3.1 INSPECTION: Examine substrate and conditions under which floor is to be installed. DO NOT proceed with installation until unsatisfactory conditions have been corrected. A. Maintain the temperature of the space to receive the flooring and the materials to be installed at a minimum of 65° F and maximum of 100° F for at least forty -eight (48) hours prior to, during and forty-eight (48) hours after installation. Maintain a minimum 55° F thereafter. B. Install flooring after all other trades, including painting, have been completed. C. All surfaces to receive resilient flooring finishes shall be dry, clean and smooth. D. Concrete shall have no more than 1/8" in ten feet (10') variation from the plane within ten feet (10'). Grind all ridges and irregularities. Fill all cracks, holes and depressions with latex cement underlayment (patching compound) as recommended by floor manufacturer. • 3.3 INSTALLATION OF BASE AND ACCESSORIES A. Install base on top of tile flooring with preformed corners neatly fitted. Attach base to finish walls with adhesive spread evenly. B. Base shall not be applied until backing material is thoroughly dried. C. Edging strips to be installed where edges of tile are exposed or as detailed. 3.4 FINISHING MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE SECTION 09650 Page 3 RESILIENT FLOORING A. Provide two (2) boxes of additional tile of each main color used selected from the same run number and same manufacturer as the tiles installed. Deliver to Owner. B. After floor covering and base have set sufficiently, wash with a neutral cleaner. C. Protect floor from damage until project completion and leave broom clean. END OF SECTION 09650 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09650 Page 4 RESILIENT FLOORING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 1 GENERAL COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel HTI POLYMER, INC. Attn: Chris Campton 18732 - 142 Ave NE Woodinville, WA 98072 Phone: 425 -487 -8911 Fax: 425 -487 -8915 Email: chris @HTIpolymer.com SECTION 09700 POLYMER FLOORING 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. 1.2 EXTENT OF WORK (In This Section): Provide Polymer flooring as specified and indicated on the Drawings. 1.3 THIS SECTION SUPPLIED UNDER NATIONAL PURCHASING CONTRACT: A. The Owner has a National Account with HTI Polymer, Inc. to supply all products specified in this section. B. Four weeks notice is required prior to installation of polymer floors. 1.4 JOB CONDITIONS A. Concrete substrate shall have cured for a minimum of thirty (30) days. Concrete sub - floors on or below grade shall be adequately waterproofed. Concrete need not be sealed. B. Job area to be free from all trades during, and twenty-four (24) hours after floor installation. Installation shall be coordinated with local representative. C. Protection of finished floor from damage by subsequent trades is the responsibility of the G.C. 1.5 UTILITIES A. Power requirements are the responsibility of the General Contractor. Equipment requires 3 Phase 440 volt 30 amp power. This is to be at the job site and not further than 10 feet from the installation area. B. Construction lighting shall be provided by the General Contractor. Provide with the following minimum levels or tamping: 1. Bakery floor can be sufficiently lit with two high bay H.I.D. lamps. 2. As a minimum, use the overhead fluorescent lights included in this project in the Meat and Food Prep areas. 3. Two (2) 1000 watt Quartz lamps are not sufficient in the meat department. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09700 Page 2 POLYMER FLOORING 1.6 WARRANTY: HTI Polymer, Inc. shall furnish Owner with a two (2) year joint and several warranty covering both the materials and installation. Additional specific warranty information, including repairs, is covered in the National Account Agreement. PART 2 PRODUCTS 2.1 MANUFACTURER'S REPRESENTATIVE: To contact General Polymers, use the following numbers and ask for Scott Kaiser: 2.2 POLYMER FLOORING: C. Finishes: PART 3 EXECUTION 3.1 SUBSTRATE PREPARATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel C. General Contractor to maintain installation area air temperature at 68 degree F minimum and slab temperature above 65 degree F. Scott Kaiser 503- 319 -5209 United States (800) 624 -5041 Internet Website: www.generalpolymers.com A. Material Description: The nominal 3/16" (4.8mm) thick General Polymers TPM #115 -U1 are comprised of: 1. Penetrating, moisture tolerant, two- component epoxy primer. 2. High - performance, three component mortar consisting of epoxy resin, curing agent, and selected graded aggregate blended with inorganic pigments. 3. Two component, Thixotropic epoxy undercoat. 4. Brightly colored, quartz silica aggregate broadcast. 5. High - performance, two component, clear epoxy sealer. B. Delivery, Storage, and Handling: 1. Material shall be delivered to the job site and checked HTI Polymer, Inc. for completeness and shipping damage prior to job start. 2. Material shall be stored in a dry, enclosed area protected from exposure to moisture. Temperature shall be maintained between 60 -90° F. PF -1 TPM #115 -U1, Color 031 Medium Texture (Bakery, Food Service). PF -2 TPM #115 -U1, Color 031, Standard Texture (Meat & Deli). PF -7 FasTop S -U1 Urethane Slurry Decorative Upgrade with Poly -Cote 100% solids Urethane Seal Coat, Color "031" (Rotisserie, Bakery Freezer). A. Concrete preparation shall be by a BLASTRAC machine, utilizing shot as a means of removing all laitance. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 3.2 MECHANICAL REQUIREMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 09700 Page 3 POLYMER FLOORING A. All floor drains, sinks, or utility boxes shall be placed flush with the concrete. Hi -Tech Interiors will be responsible for chasing and providing a smooth transition from polymer finish to the drain. General Contractor is responsible for proper drainage, overall. 3.3 MATERIAL INSTALLATION A. Floor installation shall strictly adhere to General Polymers written instructions and directions. B. All garbage and debris shall be properly disposed of in refuse containers. Containers are the responsibility of the General Contractor. END OF SECTION 09700 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09700 Page 4 POLYMER FLOORING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 09770 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP) PART 1. GENERAL 1.1 SUMMARY A. Section Includes: Sanitary Wall Surfacing in Food preparation areas and in other areas of construction for wall protection. 1.2 RELATED WORK (In Other Sections) A. Division 9 "Gypsum Board Assemblies" for gypsum board and gypsum fiber board substrate. 1.3 SYSTEM DESCRIPTION A. Performance Requirements: Provide fiberglass reinforced plastic panels which have been manufactured and installed to maintain performance criteria stated by manufacturer without defects, damage or failure. 1.4 CONFORMANCE SUBMITTALS A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Submit listed submittals in accordance with Conditions of the Contract and Division 01 Submittal Procedures Section. 1. Product Data: Submit product data, including manufacturer's product sheet, for specified products. 2. Shop Drawings: Submit shop drawings showing layout, profiles and product components, including anchorage, accessories, finish colors, patterns and textures. Indicate location and dimension of joints and fastener attachment. 3. Samples: Submit selection and verification samples for finishes, colors and textures. Submit 2 samples of each type of panel, trim and fastener. Submit two (2) samples of each panel and color specified to Architect for review. 4. Quality Assurance Submittals: Submit the following: 5. Test Reports: Certified test reports showing compliance with specified performance characteristics and physical properties. 6. Certificates: Product certificates signed by manufacturer certifying materials comply with specified performance characteristics, criteria and physical requirements. 7. Manufacturer's Instructions: Manufacturer's installation instructions. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09770 Page 2 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP) 1.5 QUALITY ASSURANCE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Qualifications: Installer Qualifications: Installer should be experienced in performing work of this section and should have specialized in installation of work similar to that required for this project. B. Regulatory Requirements: Provide wall panels with USDA acceptance for use in federally inspected food plants, and U.L. labeled as Class "A ", flame spread not exceeding 20. 1.6 DELIVERY, STORAGE & HANDLING A. General: Comply with Division 01 Product Requirements Sections. B. Ordering: Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays. C. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. Package sheets on skids or pallets for shipment to project site. D. Storage and Protection: Store materials protected from exposure to harmful weather conditions and at temperature and humidity conditions recommended by manufacturer. Store panels indoors in a dry place at the project site. E. Handling: Remove foreign matter from face of panel by using a soft bristle brush, avoiding abrasive action. 1.7 PROJECT CONDITIONS A. Environmental Requirements: B. Field Measurements: Verify actual measurements /openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays. 1.8 WARRANTY 1. Installation shall not begin until building is enclosed, permanent heating and cooling equipment is in operation, and residual moisture from concrete or other work has dissipated. 2. During installation, and for not less than 48 hours before, maintain an ambient temperature and relative humidity within limits required by type of adhesive used and recommendation of adhesive manufacturer. 3. Provide ventilation to disperse fumes during application of adhesive as recommended by adhesive manufacturer. A. Project Warranty: Refer to Conditions of the Contract for project warranty provisions. B. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 2. PRODUCTS PART 3. EXECUTION 3.2 EXAMINATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 09770 Page 3 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP) in addition to, and not a limitation of, other rights Owner may have under Contract Documents. 1. Warranty Period: Five (5) years commencing on Date of Substantial Completion. 2.1 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP) A. General Use: Sanitary Wall Surfacing in food preparation areas and in other areas for wall protection. 1. Crane Composites, Inc. - Joliet Sales Office, PO Box 2429, Joilet, IL 60434; Telephone (800) 435 -0080, (815) 467 -8600; Fax: (815) 467 -8666; website: www.olasbord.com. 2. Contact Gary Kennedy; Telephone (541) 504 -9850, Fax (815) 467 -8666; E -mail: gkennedy @cranecomposites.com. B. Use Kemlite Fire -X Glasbord Fiberglass Panels with "Surfaseal" Surface Protection: 1. Color #85 White. 2. Rating: Underwriters Laboratories, Inc. (UL) classified, Class I (A) Interior Finish Material. 3. Size: 4 feet x 8 feet (1.2 x 2.4 m) or 4 feet x 10 feet (1.2 x 3.0 m). C. No other material will be considered or accepted for substitution. 2.2 ACCESSORIES A. Adhesive: Provide panel adhesive as recommended by panel manufacturer. B. Trim and Seam Treatment: Crane Kemlite extruded PVC corner moldings, division bars, end trim and cap. C. No other accessories will be considered or accepted for substitution. 3.1 MANUFACTURER'S INSTRUCTIONS A. Compliance: Comply with manufacturer's product data, including product technical bulletins, product catalog installation instructions and product carton instructions for installation. A. Site Verification of Conditions: Verify that substrate conditions, which have been previously installed under other sections, are acceptable for product installation in accordance with manufacturer's instructions. MULVANNYG2 ARCHITECTURE. 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09770 Page 4 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP) 3.3 INSTALLATION 3.4 CLEANING 3.5 PROTECTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Examine backup surfaces to determine that corners are plumb and straight, surfaces are smooth, uniform, clean and free from foreign matter, nails are countersunk and joints and cracks are filled flush and smooth with the adjoining surface. 2. Do not begin installation until backup surfaces are in satisfactory condition. 1. Cut and drill panels with carbide tipped saw blades or drill bits, or cut with snips. 2. install panels with manufacturer's recommended gap for panel field and corner joints. 3. For trowel type and application of adhesive, follow adhesive manufacturer's recommendations. 4. Use products acceptable to panel manufacturer and install FRPP system in accordance with panel manufacturer's printed instructions. A. Cleaning: Remove temporary coverings and protection of adjacent work areas. Repair or replace products that have been installed and are damaged. 1. Remove any adhesive or excessive sealant from panel face using solvent or cleaner recommended by panel manufacturer. 2. Use a clean, damp, nonabrasive cotton cloth and a mild liquid detergent or household cleaner. 3. Rinse with clean water using a clean, nonabrasive cotton cloth. 4. Dry panels with a soft, clean nonabrasive cotton cloth. 5. Do not use cleaners containing acid, alkali or sodium hypochlorite. A. Protection: Protect installed product and finish surfaces from damage during construction. END OF SECTION 09770 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS 1.4 COORDINATION PART2 PRODUCTS 2.1 WALL PANEL MATERIALS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 09780 STAINLESS STEEL WALL PANELS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes stainless steel wall lining in food preparation areas, at ovens and where indicated on the drawings. 1.3 PROJECT CONDITIONS A. Field Measurements: 1. Verify wall dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. 2. Established Dimensions: Where field measurements cannot be made without de- laying the Work, establish required dimensions and coordinate fabrication to en- sure that actual dimensions correspond to established dimensions. A. Coordinate equipment layout and installation with other Work, including light fixtures, HVAC equipment, and fire- suppression system components. A. Stainless -Steel Sheet: Use 20 gauge (0.025 ") ASTM A 666, Type 304 stainless steel sheets. 1. General: Comply with SSINA's "Finishes for Stainless Steel" for recommendations for applying and designating finishes. 2. Remove tool and die marks and stretch lines or blend into finish. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated, free of cross scratches. Run grain with long dimension of each piece. 3. Stainless -Steel Finishes: a. Exposed Surfaces: ASTM A 480/A 480M, No. 4 finish. b. Concealed Surfaces: ASTM A 480/A 480M, No. 2B finish (bright, cold - rolled, unpolished finish). B. Fabricate the following wall panel joint connectors and covers using matching material: 1. Panel corner, center, and end slip joints, cleats, and moldings 2. Top, bottom, and end panel edge covers and flashings. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09780 Page 2 STAINLESS STEEL WALL PANELS 3. Formed and matching end trim. C. Fasteners: Use stainless steel screws or nails 2.2 SEALANT AND ADHESIVE MATERIALS PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Adhesive: Use Single- Component Add-Curing Silicone Sealant, ASTM C 920; Type S, Grade NS, Class 25, Use NT. Use a product that meets the following criteria - 3.1 EXAMINATION 3.2 INSTALLATION 1. Adhesive shall be NSF certified for commercial kitchen applications, 2. When cured and washed, adhesive shall comply with requirements in 21 CFR, Section 177.2600, for use in areas that come in contact with food. 3. Be tested and listed as suitable for food contact applications for repeated use un- der FDA Regulation 21 CFR 175.105 "Adhesives" and 175.300 "Resinous and Polymeric Coatings." a. Color: Grey or aluminum color, as approved by Architect. b. Backer Rod: Closed -cell polyethylene, in diameter larger than joint width. 4. Available products include, but are not limited to the following: a. GE Silicones; Contractors SCS1000 Series "Silicone Adhesive Sealant" b. Sonneborn, Division of ChemRex Inc.; OmniPlus. c. Tremco; Proglaze. A. Examine substrates and conditions, with Installer present, for compliance with require- ments for installation tolerances and other conditions affecting installation. B. Examine roughing -in for piping systems to verify actual locations of piping connections before equipment installation. C. Verify wall backing panels described in Section 09260 "Gypsum Board Assemblies" are in place and secure. D. Detail and fabricate according to details shown for food service areas in SMACNA'S Kitchen Equipment Manual, and according to standards required for NSF certification. A. Install full height, from top of coved flooring base to close at exhaust hoods. B. Make cutouts in wall panels where required to accommodate pipe penetrations, service lines and to make final connections. C. Securely anchor and attach items and accessories to walls, floors, or bases with stainless -steel fasteners, unless otherwise indicated. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09780 Page 3 STAINLESS STEEL WALL PANELS D. Install trim strips and similar items requiring fasteners in a bed of sealant. Fasten with stainless -steel fasteners at 48 inches o.c. maximum. E. Install sealant in joints between equipment and abutting surfaces with continuous joint backing, unless otherwise indicated. Provide watertight, vermin - proof, sanitary joints. 3.3 CLEANING A. Remove soiling, paint splatters and other spots, dirt, and debris. Repair damaged finish to match original finish. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 09780 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09780 Page 4 STAINLESS STEEL WALL PANELS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 SUMMARY COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 09900 PAINTING A. This Section includes surface preparation and field painting of exposed exterior and interior items and surfaces. B. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. C. Paint exposed surfaces, except where these Specifications indicate that the surface or material is not to be painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, Architect will select from standard colors and finishes available. D. Painting includes field painting of exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron supports, and surfaces of mechanical and electrical equipment that do not have a factory- applied final finish. E. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1. Concealed surfaces include walls or ceilings in the following generally inaccessible spaces: a. Furred areas. b. Ceiling plenums. 2. Finished metal surfaces include the following: a. Anodized aluminum. b. Stainless steel. c. Chromium plate. d. Interior surfaces of overhead coiling (roll -up) doors. 3. Operating parts include moving parts of operating equipment and the following: a. Valve and damper operators. b. Linkages. c. Sensing devices. d. Motor and fan shafts. 4. Labels: Do not paint over UL, FMG, or other code - required labels or equipment name, identification, performance rating, or nomenclature plates. 1.2 RELATED WORK (In Other Sections): Coordinate related work specified in other Sections of the Specifications, including, but not limited to the following: A. Division 5 for shop priming of structural and miscellaneous metal fabrications. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09900 Page 2 PAINTING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Division 8 "Standard Steel Doors and Frames" for shop priming of steel doors and Frames 1.3 QUALITY ASSURANCE A. Definitions: The term "paint," as used herein, includes enamels, paints, stains, sealers, fillers, emulsions, and other coatings whether used as prime, intermediate or finish coats. B. Qualifications of Painters: Use only qualified expert professional painters or finishers for the mixing and application of paint. In the rejection of installed painting, no allowance will be made for lack of skill on the part of painters. 1. Upon request, furnish in writing the painting subcontractor's qualifications testing to past satisfactory experience in painting work of not less than the scope of this project. 2. The painting subcontractor shall maintain a crew of painters throughout duration of the Work, who shall be qualified to fully satisfy the requirements of this Specification. 3. No work in this Section shall be sublet without the written consent of the Owner and Architect. C. Responsibility 1. For all work in this section, painter is responsible for expected results from materials and methods specified. 2. Painter is responsible for the surfaces to which paint is applied, and after application of same. Excuse of improper surfaces will not be accepted. 3. In all work covered by the painter, and especially in the case of plaster painting, go over the work after completion and repair all damaged spots, whether due to defective materials or workmanship or defects of the surfaces covered. Apply necessary additional coats of paint to cover all spots, uneven coverage, and discoloration of every sort. 4. Painter is responsible for compatibility of all coats of paint and finish. 1.4 ACTION SUBMITTALS A. Within thirty (30) days after start of construction, and before paint materials are delivered to the job site, prepare and submit to the Architect, in accordance with the provisions of Section 01330, the following:Samples 1. Submit samples in ample time to permit proper consideration, and in all cases, before the material to be painted or stained and varnished is ready for finishing. 2. Submit three brush out paint samples, approximately 8" x 12" for each opaque finish to demonstrate color, texture and gloss for each type of paint scheduled and selected for use in the project. Submit samples on illustration board, with each coat lapped and exposed, shingle fashion, for identification. Submit color samples made up from numbers indicated on the Drawings and or the Specifications to the Architect for approval. 3. Submit natural, stain and varnish finishes for each type of finish, prepared on the exact species of wood to be used in the work. 4. One of each of the approved samples will be returned to the Contractor forjobsite comparison purposes. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 5. The Architect cannot and will not review or return submittals for paint or for any other material requiring color selection until ALL items requiring color selection are submitted by the Contractor and are available to the Architect for review. 6. Do not start work before receiving Architect's approval of materials and selection of colors. 1.5 CONFORMANCE SUBMITTALS A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Manufacturer's Product Information: 1. Submit a complete list of all proposed materials with manufacturer's product data for each type of material proposed for use. 2. Accompanying the materials list, submit current recommended methods of application published by the manufacturer for the proposed materials and substrates. 3. Provide written certification that all products comply with current EPA VOC criteria and air pollution regulations. 1.6 DELIVERY, STORAGE AND HANDLING B. Storage and Handling SECTION 09900 Page 3 PAINTING A. Delivery: Deliver all paint materials to the job site in their original unopened containers, with all labels and tags intact and legible at the time of use. 1. Store only the approved materials at the job site, and store only in a suitable and designated area restricted to the storage of paint materials and related equipment. Protect from freezing and intrusion of foreign matter. 2. Use all means necessary to ensure the safe storage and use of paint materials and the prompt and safe disposal of waste. 3. Protect paint materials before, during, and after application. Protect the installed work and materials of all other trades. 4. Remedy any damage to the storage area caused by the storage of paint. C. Fire Hazard and Safety 1. Every day upon stopping work, remove oily rags, empty containers and other rubbish produced by the painting and finishing work, from the building. 2. Ventilate storage areas; comply with all regulations of the governing authorities. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2•# 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09900 Page 4 PAINTING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel • D. Combustible and /or Toxic Materials 1. Where toxic materials, and both toxic and combustible solvents are used, take appropriate precautions, as a regular procedure, to conform to the manufacturer's recommendations and to the requirements of the applicable safety regulatory agencies. 2. Provide ventilation and take protective measures to conform to the requirements of the safety regulatory agencies when applying acid etch coating or solutions and toxic materials. 1.7 EXTRA STOCK: Upon completion of the work, deliver to the Owner an extra stock of paint equaling 5 gallons of each color used in each coating material used. Provide extra stock in tightly sealed, clearly labeled containers, indicating application location, paint type and number. 1.8 SPECIAL WARRANTIES A. During the bidding phase, contact the paint manufacturer's representative to verify Special Warranty procedures, and to schedule inspections before paint work starts, and after painting is completed. B. Furnish special warranties in which manufacturer agrees to repair or replace exterior paint where products fail in material or application workmanship within the periods specified below - 1. Furnish a ten (10) -year warranty on paint and elastomeric coatings applied to concrete and concrete masonry unit walls, in which manufacturer agrees to repair or replace paint or elastomeric coatings that fail within this period. Failures include, but are not limited to adhesion to the substrate, water penetration through the coating. 2. Furnish a seven (7) -year warranty in which manufacturer agrees to repair or replace paint at Graphic Building Stripe and Logo, painted signage, and exterior metals if color difference due to fading exceeds 5 "delta -E Units" when measured according to ASTM D2244 "Calculation of Color Differences From Instrumentally Measured Color Coordinates" using CIEDE2000 color difference equation. C. The warranties shall not apply to those items where defect arise from faulty work by other trades, or for failure of the substrate. D. The warranty periods shall extend from the date of final completion of the project, and include replacement materials and installation labor. PART2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: MULVANNYG2ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO•WHOLESALE Deli /Dish Prep /Rotisserie Remodel THE SHERWIN - WILLIAMS COMPANY Cleveland, OH (800) 743 -7946 www.sherwin- williams.com Contact: Ed Stein Office Phone: (509) 465 -8426, cell phone (509) 994 -6394 ICI PAINTS 554 East End Drive Holland MI 49423 www.iciduluxpaints.com Contact: Kevin Lastacy, CSI Ph: (616) 335 -3259, FAX (616) 335 -3401 E -Mail: Kevin_lastacy @ici.com PPG ARCHITECTURAL FINISHES, INC. Pittsburgh, PA (800) 441 -9695; (412) 434 -3131 www. DDQ.com Contact: Raymond Nicholson Ph: (800) 266- 5143 -5236, cell phone (360) 281 -9834 B. Material Quality: Provide manufacturer's best - quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint - material containers not displaying manufacturer's product identification will not be acceptable. C. Material Compatibility SECTION 09900 Page 5 PAINTING 1. All paint materials and equipment shall be compatible in use, with finish coats compatible with prime coats; prime coats compatible with surface to be coated; and all tools and equipment compatible with the coating to be applied. 2. Provide block fillers, primers, and finish -coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. 3. Thinners, when used, shall be only those thinners recommended for that purpose by the manufacturer of the material to be thinned. Do thinning according to manufacturer's printed instructions. D. Color: Color of all paints and products shall be per approved samples, as prepared by matching color as selected by Architect. E. Paint Material Schedules: 1. Basis -of- Design Product Specification: The lists of paint materials below are to establish the finish and paint types. For purpose of brevity, the lists were limited to only including products by The Sherwin- Williams Company to establish the significant qualities related to type, function, dimension, in- service performance, physical properties, appearance, and other characteristics.. 2. Equal or comparable products are manufactured by ICI Paints and PPG Architectural Finishes, Inc. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive • MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09900 Page 6 PAINTING 2.2 INTERIOR PAINT MATERIALS A. Concrete Masonry Units — Semi Gloss Enamel (SG): 1. Sherwin- Williams: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel a. First Coat - Heavy Duty Block Filler, B42W46 b. Second & Third Coats - ProMar 200 Int. Latex Semi -Gloss Enamel, (4 mils wet, 1.3 mils dry per coat). B. Un- galvanized and Galvanized Steel Metals — Includes paint on steel door frames, stairs, white primed miscellaneous metalwork; angles, rails, steel ladders, and other exposed and unfinished steel surfaces. 1. Sherwin - Williams: a. First Coat - DTM Acrylic Primer / Finish B66W1 b. Second & Third Coats - ProMar 200 Int. Latex Semi -Gloss Enamel, (4 mils wet, 1.3 mils dry per coat). 2. Color to match Sherwin- Williams SW 7030 "Anew Gray" C. Gypsum Wallboard — Semi -Gloss Enamel (SG): 1. Sherwin- Williams: a. First Coat - Preprite 400 Interior Latex Wall Primer B28W400, (4 mils wet, 1.2 mils dry). b. Second & Third Coats - ProMar 200 Int. Latex Semi -Gloss Enamel, (4 mils wet, 1.3 mils dry per coat). 2. Color of general wallboard applications - Color to match Sherwin- Williams SW 7003 "Toque White" 3. Color of wallboard inside of Optical Center Reception and Exam Rooms - Color to match Sherwin- Williams SW6107, "Nomadic Desert" D. Mechanical and Electrical Equipment — Enamel (SG): 1. Sherwin- Williams: a. First Coat - DTM Acrylic Primer/ Finish B66 b. Second & Third Coats - - ProMar 200 Int. Latex Semi -Gloss Enamel, (4 mils wet, 1.3 mils dry per coat). E. Woodwork, Cart Rails, Wood Trim and Wood Doors — Varnish (Sand before and after all coats): 1. Sherwin- Williams: a. First and Second Coats - Wood Classics Polyurethane Varnish A67 Series. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93 -0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 2.3 EXTERIOR PAINT MATERIALS A. Iron and Ungalvanized Steel — Gloss Enamel 1. Sherwin- Williams: PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel a. First Coat -. Pro Cryl Universal Water Based Primer B66 -310 (2.0 -4.0 mils dry) Omit this coat on pre - primed iron and steel. b. Second & Third Coats - Sher -CryI High Performance Acrylic B66 -300 (2.5 -4.0 mils dry) B. Galvanized Steel — Enamel 1. Sherwin- Williams: 2. First Coat - Pro CryI Universal Water Based Primer B66 -310 (2.0 -4.0 mils dry) Omit this coat on pre - primed galvanized steel. 3. Second & Third Coats - Sher -CryI High Performance Acrylic B66 -300 (2.5 -4.0 mils dry) C. Copper — HVAC and Refrigeration unit condensate drain piping and tubing above the roof line: 1. Sherwin- Williams: 2.4 PAINT STRIPPER: a. First Coat — DTM Wash Primer B71Y1 b. Topcoat -- High perfomance acrylic finish, Sher -CryI B66 -300 (2.5 -4.0 mils dry) D. Concrete — Flat Paint 1. Sherwin- Williams: 3.1 SURFACE CONDITIONS SECTION 09900 Page 7 PAINTING a. First Coat - Loxon Exterior Masonry Acrylic Primer A24W300 (8 mils wet, 3.1 mils dry per coat) b. Second & Third Coats - A -100 Exterior Latex Flat A6 Series (4 mils wet, 1.3 mils dry per coat) A. Where surface preparation methods described herein do not prepare existing coatings to receive new paint, remove the existing coatings with the following product. Select the most efficient material that does not negatively affect interior air quality and is the least harmful to the environment. 1. Sherwin- Williams: Solvent based Savogran Superstrip. 2. Sherwin- Williams: Environment safe Savogran Stripeeze. 3. Diedrich: 505. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Issued 'For Permit Printed on 10/20/08 Tukwila, Washington 98188 SECTION 09900 Page 8 PAINTING A. Inspection 1. Prior to application of paint, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. Painter shall determine that substrates are in perfect condition to receive paint 2. Verify that all paint finishes can be applied in strict accordance with all pertinent codes and regulations and the requirements of this Specification. B. Discrepancies 1. In the event of discrepancies, either the surfaces are not clean, dry, smooth and at proper temperature or surfaces and installation conditions are not within acceptable ranges, immediately notify the Contractor and the Architect. Cease operation of the portion of the work affected. 2. Do not proceed with installation in areas of discrepancies until all such discrepancies have been fully resolved. 3. The application of paint indicates acceptance of the surface and working conditions. The painter is responsible for the results. C. Protection 1. Prior to all surface preparation and painting operations, completely mask, remove, or otherwise adequately protect all hardware, accessories, machined surfaces, plates, lighting fixtures, and similar items in contact with painted surfaces but not scheduled to receive paint. Replace same upon completion. Remove doors, if necessary, to paint bottom and top edge 2. Protect all work from damage by use of drop cloths. 3.2 PREPARATION OF SURFACES A. General COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Schedule all cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. Do not apply paint in areas where dust is being generated or where dust may be generated during the drying time. 2. Before applying paint or other surface treatment, thoroughly clean all surfaces involved. Select proper surface preparations as recommended by the paint manufacturer and specified herein to ensure coating adhesion to the substrate. Take into account the substrate and environment. 3. Spot prime all exposed nails and other metals which are to be painted with emulsion paints, using a primer recommended by the manufacturer of the coating system B. Preparation of Interior Wood Surfaces 1. Sand all surfaces smooth, with the grain. 2. Correct all surface blemishes and clean of dust before coating. 3. Lightly sand enamel and varnish finishes between coats to a dull surface. 4. Prepare all wood doors per door manufacturers recommendations and AWI Standards. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel C. Preparation of Galvanized Metal Surfaces D. Preparation of Steel and Other Metals E. Preparation of Concrete MULVANNYG2 ARCHITECTURE SECTION 09900 Page 9 PAINTING 1. Allow to weather prior to coating. Solvent clean per SSP. -SP1, then prime as required. 2. When weathering is not possible or surface has been treated with chromates or silicates, first clean with Sherwin Williams CSG Clean & Etch 180 -2958, prime as required and apply a test area of coating. Allow the coating to dry at least one week before testing. If adhesion is poor, brush blast per SSP. -SP7 to remove treatments. 1. Remove plates, machined surfaces, and similar items already in place that are not to be coated. If removal is impractical or impossible because of size or weight of item, provide surface- applied protection before surface preparation and coating. a. After completing coating operations, reinstall items that were removed; use workers skilled in the trades involved. 2. Cleaning: Before applying high - performance coatings, clean substrates of substances that could impair bond of coatings. Remove oil and grease before cleaning. 3. Provide barrier coats over incompatible primers or remove primers and reprime substrate. 4. Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC recommendations. a. Blast-dean steel surfaces as recommended by coating manufacturer and according to SSPC -SP 6 /NACE No. 3. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. c. Touch up bare areas and shop - applied prime coats that have been damaged. Wire brush, solvent clean, and touch up with same primer as the shop coat. 5. Zinc, lead and copper requiring paint are to be cleaned with commercial pre - treating solution or solution consisting of four (4) ounces of copper sulphate in one (1) gallon of water. Permit solution to dry on surface not less than twelve (12) hours, and dust off with stiff brush. Follow manufacturer's directions for pre - treating solution. 6. Paint refrigeration condenser platform, exposed piping and all exposed metal at roof top level. 1 .Concrete must be cured, poured and aged at a material temperature for at least 30 days prior to coating application. The pH of the surface should be between 6 and 9. 2. Concrete must be free of moisture. If moisture is present, the source must be located and the cause corrected prior to painting. 3. Remove all grease, dirt, loose paint, oil, tar, glaze, laitance, efflorescence, loose mortar, and cement by recommended methods. 4. Grind or stone hollow areas, bug holes, honeycombs, voids, fins, form marks, and all protrusions and rough edges to a smooth, continuous surface of suitable texture 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09900 Page 10 PAINTING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel for proper adhesion of the coating. Fill imperfections with a material compatible with the coatings where necessary. 5. Remove all hardeners, sealers, form release agents, curing compounds and other concrete treatments which are incompatible with the coatings, from areas to receive coatings. On tilt -up and poured -in -place concrete, use commercial detergents and or abrasive blasting to prepare the surface. 6. Air, surface, and material temperature must be at least 55 degrees F during application and until the paint coating is cured. F. Preparation of Concrete Masonry Units 1. Remove all loose mortar and foreign material. Fill all bug holes, air pockets, and all other voids with a cement patching compound compatible with the paint coating. 2. The masonry must be cured for at least 30 days at 75 degrees F and the pH of the surface should be between 6 and 9. 3. Surfaces must be free of laitance, dust, dirt, loose cement at time of paint application. G. Preparation of Gypsum Wallboard 1. Set and spackle all nail and screw heads. Spackle exterior surfaces with exterior grade compounds. 2. Sand all taped joints and speckled nail heads smooth. 3. Drywall must be clean and dry and all dust thoroughly removed at time of paint application. H. Previously Coated Surfaces 1. To prepare tightly adhered old painted surfaces for repainting, remove all surface contamination such as oil, grease, loose paint, mill scale dirt, foreign matter, rust, mold, mildew, mortar, efflorescence, and sealers to assure sound bonding.. 2. Thoroughly wash glossy surfaces with an abrasive cleanser or wash and sand to achieve a clean and dull surface before repainting. 3. Spot prime all bare areas with an appropriate primer. 4. Check for compatibility by applying a test patch of the recommended coating system, covering at least 2 to 3 square feet. Allow to dry one week before testing adhesion per ASTM D 3359. If the coating system is incompatible, use surface preparation methods outlined in ASTM D4259. I. Work Not to be Painted 1. Concealed surfaces: Inside duct shafts pipe crawl spaces, plenums, spaces above suspended acoustical ceilings. 2. Pre - finished items: Natural wood structure, laminated plastic faced doors and casework, light fixtures, prefabricated equipment, and similar items. 3. Finished surfaces: Anodized aluminum, glass, stainless steel, chromium plating, copper, brass, door and cabinet hardware, unless otherwise specified or scheduled. 4. Moving and operating parts: Door and cabinet hardware, closers, hinges and strikes, mechanical and electrical parts such as electrical receptacles, connections, switches and cover plates, operators, fire protection sprinkler heads, smoke detectors and building service devices. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Panted on 10/20/08 3.3 PAINT APPLICATION A. General B. Environmental Conditions 3.4 COVERAGE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 5. Labels: All code - required labels such as Underwriters Laboratories Inc., or Factory Mutual Research Corporation, identification plates, instruction plates, performance rating nomenclature. 6. Signs: Wall and door mounted room identification and building directional signs. 1. Read and follow label directions for product application. 2. Apply interior finish coats with brush or roller. 3. Coverage to be complete. When color, stain, dirt or undercoats show through final coat of paint, work is to be covered by additional coats until paint is of uniform color and appearance and coverage is complete. Coat under final coat to be noticeably lighter than final coat. 4. Apply paint using methods to achieve a uniform painted appearance, smooth and free from runs, sags, skips and defective brushing. Make edges of paint adjoining other materials or colors sharp and clean without overlapping. Should workmanship of finish be found defective, repeat preparatory work and apply additional coats as necessary to provide a finish in accordance with Specifications and color samples. 5. No copper surfaces or unpainted pipe or steel shall be left in contact with or exposed to weather above the galvalume roof panels, which would cause galvanic action between the two (2) materials. 6. At completion, touch -up and restore finish where damaged or defaced, and leave in first class condition. Remove paint stains completely from finished work. Painted or finished surfaces cut in fitting or erection are to be restored. 1. Exterior painting to be performed when surface to receive coating temperature is between 50 - 120 degrees F, no hotter or colder. Do no painting when the relative humidity exceeds 85 %. 2. Maintain interior temperature at 50° F or higher during interior painting. Maintain interior temperature at 70° F or higher when applying varnish. 3. Allow ample time for drying, for all coatings and conditions, to secure the best possible results. Paint shall dry hard between coats; allow two to seven days. A. Color intensity of painted surfaces may require additional coats of paint to cover. See Finish Schedule for color name and number. Paint surfaces and areas to cover at no extra cost to the Owner. B. All painted gypsum wallboard to have two (2) or more coats of paint as required to cover. C. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner END OF SECTION 09900 MULVANNYG2 ARCHITECTURE - SECTION 09900 Page 11 PAINTING 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 09900 Page 12 PAINTING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20. Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 RELATED DOCUMENTS 1. Corner guards 2. Cart rails 1.3 CONFORMANCE SUBMITTALS 1.4 QUALITY ASSURANCE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 10265 IMPACT - RESISTANT WALL PROTECTION A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architects Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Product Data: Include physical characteristics, such as durability, resistance to fading, and flame resistance, for each impact- resistant wall protection system component indicated. C. Samples for Verification: For the following products, showing the full range of color and texture variations expected in each impact- resistant wall protection system component. Prepare Samples from the same material to be used for the Work. 1. Corner Guards: 12 -inch- long Samples of each type of impact- resistant wall protection system component required. Include examples of joinery, corners, and field splices. A. Installer Qualifications: An experienced installer who has completed installation of impact- resistant wall protection system components similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in- service performance. B. Source Limitations: Obtain each color, grade, finish, and type of impact- resistant wall protection system component from a single source with resources to provide components of consistent quality in appearance and physical properties. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 10265 Page 2 IMPACT - RESISTANT WALL PROTECTION C. Product Options: Drawings indicate size, profiles, and dimensional requirements of impact- resistant wall protection system and are based on the specific system indicated. Other manufacturers systems with equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions." 1. Do not modify intended aesthetic effects, as judged solely by Architect, except with Architects approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store wall surface - protection materials in original undamaged packages.and containers inside a well - ventilated area protected from weather, moisture, soiling, extreme temperatures, and humidity. B. Deliver packaged sheets on skids or pallets for shipment to project site. Deliver adhesive in sealed containers with labels legible and intact. PART2 PRODUCTS 2.1 STAINLESS -STEEL CORNER GUARDS A. Acceptable Manufacturers: COSTCO WHOLESALE Deli /Dish. Prep /Rotisserie Remodel 1. IPC Inpro Corp., S. 80 W 18766 Appollo Drive, Muskego, WI 53150, Ph. (800) 222 -5556 or (262) 679 -9010, Fax: (262) 679 -9127, Email: service( inprocorp.com, www.inprocorp.com 2. Pawling Corporation, 32 Nelson Hill Road, P.O. Box 200, Wassaic, NY 12592, Ph. (800) 431 -3456 or (845) 373 -9300, Fax: (800) 377 -4403, Email: salesCcr�.pawling.com www.pawling.com. B. Provide satin - finish, 16 gauge (0.0625 -inch minimum), stainless -steel corner guards; profile as shown; height as indicated. Provide with 90 degrees turn for "L" guards. Furnish units with two 90 degrees turn for "U" guards, spaced to fit as wrap- around protection at wall ends, where indicated on Drawings. 1. Wing Size: 3 -1/2 by 3 -1/2 inches for single "L" bends, unless otherwise shown. For wall ends, size "U" guards to fit wall construction width. 2. Mounting Method: Field- applied adhesive. 3. Corner Radius: 1/8 inch. 4. Chamfer the leading edges. 5. Provide protective covering on the guards until Owner occupancy. C. Adhesive: Field applied high strength heavy duty polyurethane or equal adhesive as recommended by the corner guard manufacturer for the receiving substrate. 2.2 CART RAILS A. Wood Rails: Select and Finish Lumber 1. Use nominal 6/4 x 8 Douglas Fir and Larch appearance boards (actual size 1 -1/2" x 7 -1/4 ") meeting "C Select" (Choice -IWP) grading standards of Western Lumber MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 10265 Page 3 IMPACT- RESISTANT WALL PROTECTION Grading Rules, suitable for use as interior trim and cabinets, almost completely clear of defects. 2. Miter cut splices and corners. 3. Stain and seal as described in Section 09900 "Painting ". 3.1 PROJECT CONDITIONS A. Installation shall not begin until building is enclosed, permanent heating and cooling equipment is in operation, and residual moisture from plaster and concrete work has dissipated. B. During installation and for not less than forty-eight (48) hours before, maintain an ambient temperature and relative humidity within limits required by type of adhesive used. C. Do not allow containers of adhesive to be opened until all potential sources of flame or spark have been shut down or extinguished and until warnings against their ignition during adhesive application have been posted. D. Provide ventilation to disperse fumes during application of solvent -based adhesive. E. Prior to installation, acclimate materials for al least twenty-four (24) hours in temperature and humidity conditions approximating the operating environment of the finished rooms. 3.2 PREPARATION A. Examine backup surface to determine that corners are plumb and straight, surfaces are smooth, uniform, clean and free from foreign matter, nails are countersunk, joints and cracks filled flush and smooth with the adjoining surface. B. Do no begin installation until backup surfaces are put into satisfactory condition. Remove high spots. Fill low spots. 3.3 CORNER GUARD INSTALLATION: A. Subsurface must be dry, clean, dust -free, and properly sealed. B. Apply adhesive as recommended by the manufacturer for heavy duty usage. C. Remove protective covering and clean when ready for Owner's occupancy. 3.4 CART RAIL INSTALLATION: A. Install in accordance with AW I economy quality standards. B. Install with tight joints securely nailed. Set exposed heads of finishing nails for putty. Sand as necessary to remove irregular ties and machine marks. Leave work free from defects and blemishes. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL SECTION 10950 MISCELLANEOUS SPECIALTIES 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. 1.2 EXTENT OF WORK (In This Section): Provide all miscellaneous specialties as specified herein and as indicated on the drawings. 1.3 RELATED WORK (IN OTHER SECTIONS) 1.4 CONFORMANCE SUBMITTALS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Cold- Formed Metal Framing Section 05400 B. Gypsum Board Assemblies Section 09260 A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this sectiori are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Submittal For Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. B. Shop Drawings: Submit five (5) sets of shop drawings to Architect. PART2 PRODUCTS 2.1 MISCELLANEOUS SPECIALTY PRODUCTS A. ACCESS DOORS GENERAL 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering access doors that may be incorporated in the work include, but are not limited to, the following: a. Karp Associates b. Milcor, Inc. 2. Steel Access Doors and Frames: Fabricate units of continuous welded steel construction unless otherwise indicated. Grind welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to secure access panels to types of support shown. 3. Frames: Fabricate from 16 -gage steel, angle type frames for installation in concrete opening. 4. Flush Panel Doors: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 10950 Page 2 MISCELLANEOUS SPECIALTIES PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel a. Fabricate from not less than 14 -gage sheet steel, with concealed spring hinges or concealed continuous piano hinge set to open 175 degrees. Finish with manufacturer's factory- applied prime paint. b. Provide manufacturer's standard insulated flush panel /doors, with continuous piano hinge and self - closing mechanism. B. FIRE EXTINGUISHERS AND CABINETS 1. Provide rough -in for fire extinguisher cabinets. Locate rough -ins as directed by Fire Marshal. Verify with Fire Marshal prior to building occupancy. 2. Locate one (1) 20 BC extinguisher near roof hatch on roof. Fire extinguishers furnished by Owner. 3.1 GENERAL: Install all miscellaneous specialties per manufacturer's recommendations and as indicated on the Drawings. 3.2 ACCESS DOOR LOCATIONS: A. Provide access doors in walls as indicated on the drawings and Part 2 above, and at Membership Counter. Provide sizes as indicated on Drawings. B. Provide other access doors in wall and non- accessible ceiling construction where Mechanical, Piping and Plumbing, Electrical, or other systems are installed as part of this work with parts requiring access for testing, adjustment, balancing, inspection, servicing, repair, reset, or other attention including, (and not limited to) the following: 1. Plumbing Fixture devices, piping valves, caps, plugs, gauges, drains, cleanouts, vents, sprinkler heads, strainers, traps, trap primers, and regulators, 2. Dampers, quadrants and vanes, filters, gauges, actuators, switches, sensors, controllers, electrical devices, and thermometers, 3. Elsewhere as required by the conditions. END OF SECTION 10950 MUL,VANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 1. GENERAL 1.1 GENERAL 1.2 SCOPE OF WORK B. Warranty SECTION 11410 REFRIGERATION INSTALLATION WORK A. The Contract Agreement, General Conditions, Special Conditions, this Specification Section and the Drawings shall govern the execution of the work described herein. A. The Owner has a purchasing agreement with the following Refrigeration Equipment Supplier (RES) to provide the design, construction drawings, and major materials and equipment indicated on the Refrigeration Drawing Set. The Owner's Supplier is the following - TYLER/DIEHL EQUIPMENT CO., INC. B. The scope of this Refrigeration Installation work is to install the materials and equipment provided for this work by the Owner's Refrigeration Equipment Supplier, as well as providing minor materials and equipment necessary or reasonably incidental to complete the Installation. 1. The Refrigeration Installation Contractor (RIC) awarded this contract shall have five (5) years experience with this type of equipment and be available to provide service and maintenance for the equipment provided. C. Obtain permits for all work in this Section as required by local jurisdictions. D. No equipment layout is to be revised at the request of the Warehouse Manager without the Architects approval, unless other arrangements are made. E. Copies of the Refrigeration Installation Drawings are the responsibility of the RIC. 1.3 NEW CONSTRUCTION INSTALLATION SCHEDULE A. Observe Critical Day Allocations described in Section 01125 "Coordination and Construction Schedule Requirements" for the following events — 1. Date noted as "Start of Refrigeration Installation ", through the date noted as "Freezers & Refrigeration systems to be tested". 1.4 FINAL ACCEPTANCE AND PAYMENT A. Final 10% of Refrigeration Installation contract amount will be retained until Inspection, Punch List Completion, and required Closeout Submittals described in Section 01770 "Closeout Procedures" are completed. 1. Provide one year parts warranty, and standard ninety (90) day complete service. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive MG2 # 93- 0440 -20 Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 11410 Page 2 REFRIGERATION INSTALLATION WORK 1.5 PREVENTATIVE MAINTENANCE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Include preventative maintenance, performed at 3 month intervals, for the first year after project Substantial Completion. B. Provide water treatment and tower cleaning for refrigeration evaporative condensers at monthly intervals. 1.6 AS -BUILT ELECTRICAL PANEL SCHEDULE A. Furnish As -Built Electrical Panel Schedule and a copy of the punch list along with written confirmation of completion from the warehouse manager shall be submitted to the Owner's Refrigeration Equipment Supplier. 1.7 OWNER- FURNISHED PRODUCTS A. The Owner has a purchasing agreement with the Refrigeration Equipment Supplier (RES) listed above, to provide the design, construction drawings, and major materials and equipment indicated on the Refrigeration Drawings and listed below. B. Provide support systems to receive Owner's Refrigeration Equipment, and provide plumbing, mechanical, and electrical connections as indicated on the Refrigeration Drawings. Complete all rough -in requirements to and for these items. Make all final connections. C. Request delivery of Refrigeration Equipment to meet the Critical Day Allocations described in Section 01125 "Coordination and Construction Schedule Requirements." Owner will arrange and pay for delivery of items. 1. If Owner- furnished items arrive on the site damaged, defective, or missing, immediately notify Owner, who will arrange for replacement. D. Receive, unload, and handle Refrigeration Equipment items at Project site. 1. Uncrate, assemble, and protect equipment from damage during site - storage and handling, including damage from exposure to the elements. 2. If items are damaged as a result of unloading, handling or storage operations, then repair or replace them. 3. The installation contractor is responsible for the storage of equipment when site delays occur. E. Owner will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Contractor. 1.8 ITEMS SUPPLIED BY OWNER: A. The following items will be supplied by the Owner for installation by the Refrigeration Installation Contractor as part of this project. 1. Refrigeration Compressors. 2. Compressor Mounting Racks and Control Panels. 3. Condenser units, systems, and support rack fabrications. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel a. Sliding doors on walk -in cooler enclosures. b. Duras traffic doors. c. Cooler and freezer reach -in doors. d. Windows above meat displays. 1.9 REFRIGERATION INSTALLATION CONTRACTOR WORK ITEMS SECTION 11410 Page 3 REFRIGERATION INSTALLATION WORK 4. Condenser Piping Valves indicated on Drawings as Factory Supplied and Installed. 5. Cooler and Freezer enclosure wall and ceiling panels, together with the following - 6. Cooler and Freezer Thermometers. 7. Produce Cooler "Night Curtain ". 8. Air Curtains. 9. Aluminum "Diamond Tread Plate" wall panel material. 10. Painted, embossed steel column wrap material. 11. Stainless steel pipe wrap in food preparation areas. 12. Battery Back -up Lighting. 13. Sales cases. 14. Refrigeration system alarms, connections to Owner- furnished building security monitoring systems, alarm lights and audible devices. 15. Zinc - Coated Steel Bumper assemblies at cases. B. Items not listed above, but identified on Refrigeration Drawings as Owner- furnished, Owner Supplied, or furnished by the refrigeration equipment supplier. A. Work by the Refrigeration Installation Contractor work shall include, but is not necessarily limited to furnishing and installing the following: 1. Convenience Outlets in cases. 2. Switched Light Fixtures, conduit, conductors and switches in cases. 3. Refrigerant piping and piping insulation. 4. Condenser Piping Valves indicated on Drawings as Field Supplied and Installed. 5. Liquid Line Valves indicated on Drawings as Field Supplied and Installed. 6. Dual Therma -Stor Valves, Piping and Thermostats. 7. Floor attachment fasteners for Steel Bumper assemblies at cases. 8. Sealant for piping and conduit penetrations in Cooler and Freezer enclosure wall and ceiling panels. 9. Refrigerant system charging and lubricants - including providing refrigerant and oils. 10. Adjustment of controls and identification of systems. 11. Removal and disposal of all crating and general installation debris. 12. Weekly installation progress reports, including digital photos. 13. Other materials and equipment not listed above, but necessary or reasonably incidental to complete the Installation. 1.10 GENERAL CONTRACTOR FURNISHED PRODUCTS A. Work by the Building General Contractor includes, but is not necessarily limited to furnishing and installing the following: 1. Convenience Outlets in coolers and enclosures. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 11410 Page 4 REFRIGERATION INSTALLATION WORK PART 2. PRODUCTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Switched Light Fixtures, conduit, conductors and switches in coolers and enclosures. 3. Plumbing Fixtures, Floor Drains, and Floor Sinks. 4. Hot Water Tank, Air Dryer and Air Compressor. 5. Dual Therma -Stor water piping, valves and connections 6. Concrete curbs at Cooler and Freezer enclosure wall panels 2.1 REFRIGERANT PIPING — MATERIALS AND INSTALLATION A. All refrigeration piping shall by type "L" hard drawn copper tubing. All tubing shall be factory cleaned and sealed AC&R tubing. 1. All cutting of tubing shall be done with a wheel -type cutter where possible, and reamed to original bore. Where necessary to saw -cut, tubing shall be dragged clean after reaming. Any tubing left open on job shall be dragged clean after cutting and sanding before using. All tubing to be sealed when not in use. 2. All turns in hard drawn refrigeration piping shall be made by use of long radius ells. Offsets of low temperature lines shall occur at every 60 -80 feet or less, and at every 100 feet or less for medium temperature lines. 45 degree fittings are not acceptable at any time. Use of heat bends is prohibited. 3. All joints shall be made with use of a brazing alloy containing a minimum of 15% silver. Joints shall be thoroughly cleaned before brazing and dry nitrogen shall be flowing at 3 cubic feet per hour through tubing while joints are being brazed to avoid internal scale. Brass to copper joints shall be made with "Easy -flown or approved equal. B. Size refrigeration piping in accordance with capacity required and /or sizes recommended by case, coil and condensing unit manufacturers — pipe sizes per plan. C. Support overhead piping using Unistrut or equal systems, properly spaced at maximum 8'-0" on center unless closer spacing is appropriate. Secure insulated piping to hanger system with "Insuguard" supports. Install exposed piping so it is completely accessible in case of leaks. Slope suction lines downward toward the compressor end. D. Under no condition are copper pipes to touch each other when necessary to cross pipes. 1. Offset or insulate pipes to insure no copper -to- copper contact. 2. Refrigerant piping shall not come in contact with electrical conduit or other dissimilar grounded metals. E. Furnish and install insulation to prevent condensation on all refrigeration suction piping. If ambient or mechanical sub - cooling is used all liquid lines shall also be insulated. The insulation material to be used shall be a minimum of 3 /4" wall AP Armaflex® for all tubing with operating temperatures below +40° (F) and a minimum of /z" wall AP Armaf lex® for all tubing with operating temperatures above +40° (F). F. Hand shut off valves shall be installed on each liquid line and suction line -up of refrigerated case and /or walk -in cooler unless provided on compressor system. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel K. Evacuation of systems shall be performed in the following manner: P. Label all racks and control panels with the following: MULVANNYG2 ARCHITECTURE SECTION 11410 • Page 5 REFRIGERATION INSTALLATION WORK G. Oil traps shall be installed before vertical risers where good refrigeration practice dictates and /or when recommended by condensing unit manufacturer. Sizing of vertical risers shall be in accordance with condensing unit manufacturer's recommendations. H. . Piping Penetrations: 1. Where refrigerant pipes penetrate building walls, General Contractor shall cut holes and seal the gap between the piping and the cut opening. 2. Pipe penetrations in cooler walls shall be cut by Refrigeration Installer, with openings sealed with urethane foam between the pipe insulation and the cut opening. 3. Holes necessary for refrigerant pipe penetrations through a pre- engineered metal building roof must be made by the metal building subcontractor. See Article "Metal Building System Roof Penetrations" in Section 01100 for details, sequence, and timing information. I. When refrigeration piping is installed underground, all lines will be run in schedule 40 PVC pipe, or approved equal, (size per plan or as required — 6" min.) with all openings sealed with spray foam. J. Proper precautions shall be taken to prevent damage to refrigeration equipment when connecting refrigerant pipes. Any damage incurred shall.be corrected to the satisfaction of the Engineer, at the expense of the contractor. 1. Prior to evacuation, all refrigeration piping shall be blown through with dry nitrogen a minimum of 2 times, and pressure tested to 360 P.S.I.G. (or minimum local code). One evacuation to 1500 microns, a second to 500 microns and a third evacuation of 250 microns measured with a manometer or an electric vacuum gauge. After 250 microns is reached during the third evacuation, the hand valve between the vacuum pump and the system should be closed and the vacuum pump stopped. The system vacuum should hold for twenty four hours with no more than a 10 micron increase. The vacuum should then be broken with the refrigerant type to be used in the system from a factory- filled cylinder. This is minimum procedure acceptable, should equipment manufacturer's recommended procedure by greater, it shall be followed. L. All components shall be mounted so as to provide reasonable access for maintenance. M. Any line attached to a refrigeration system rack shall use the same type of clamp as provided by the manufacturer of the rack. N. Furnish and install all ball valves as noted as "Field Supplied" in the Drawings. All ball valves shall be sized in accordance with capacity required and /or sizes recommended by case, coil and condensing unit manufacturers. O. Provide a plan holder, mounted in machine room or on mezzanine, in close proximity to refrigeration systems. Include RS and Suction line layout diagrams in the holder. 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 11410 Page 6 REFRIGERATION INSTALLATION WORK COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. System Number 2. Refrigerant Type 3. Required Electrical Data 4. Serial Number Q. All fittings or connections shall be sweat type unless otherwise specified or used with components requiring periodic removal or replacement. R. A Safety relief valve of the proper pressure rating shall be piped with a sweat or threaded connection and vented to the outside a minimum of 30' from all intakes, or per local code. S. Mount compressor racks on spring vibration isolation mountings. Provide a drip pan under each rack and hot water economizer. See detail on Drawings for more information. T. Bolt condensers to stands or platforms. Do not weld. Paint condenser copper lines with high temperature paint ( "SilverSeal ") to comply with steel roof manufacturers' warranty requirements. U. Installation contractor to provide and install required drain line heat tape as shown on the Drawings and in any refrigerated space below 30° (F). V. All drain lines within the meat prep and deli prep areas shall be covered with PVC jacketing and seams taped or glued. All hanger support systems within these areas shall be stainless or copper. W. Installation Progress Reports shall be filled out weekly, by installing contractor. Send copies of each report to the Refrigeration Equipment Supplier's Project Manager along with electronic version of digital photos showing progress from job site. X. All equipment is to be inspected upon receipt at jobsite verifying quantities and equipment condition. Notify Refrigeration Equipment Supplier of incomplete orders, missing parts and damaged equipment within three (3) days of arrival. After three (3) days and until Grand Opening, the Contractor shall be responsible for all replacements for missing or damaged equipment. 2.2 ELECTRICAL CONNECTIONS MATERIALS AND INSTALLATION A. The Electrical work by the Refrigeration Installation Contractor includes, but is not necessarily limited to doing the tasks described below. 1. Make final connection of condensing unit control panels to the refrigeration equipment distribution panels installed under Building Contract. 2. Label applicable refrigeration equipment distribution panels in accordance with the Building Contract Electrical Drawing drawings and specifications. 3. Prepare and post breaker schedules for each refrigeration equipment distribution panel upon completion of installation. Place one copy of schedule inside the panels, forward another copy to Refrigeration Equipment Supplier. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 11410 Page 7 REFRIGERATION INSTALLATION WORK a. Provide as -built distribution panel schedules for panels related to refrigeration equipment upon completion of installation. B. Make connections for the following refrigeration equipment: 1. Connect condensing units and controls. 2. Connect fan motors, ventilating fans, defrosts and defrost controls at - a. Door, window and defrost heaters b. Sliding windows if heated units are used. c. Walk -in cooler fan motors, defrost heaters, and meat box drain line heaters. d. Walk -in freezer fan motors, defrost and door heaters, drain and drain pan heaters, e. Anti -sweat heaters for glass POS doors and sliding windows. 3. Connect Refrigerated case lights and anti -sweat heaters. 4. Connect Remote condensers and controls. 5. Connect wiring to cooler coils. 6. Connect remote alarm monitoring panels, connect refrigeration alarms, bells and lights to Owner's security system. C. Provide and install the following lighting - 1. Lighting at meat prep, meat cooler, deli prep and deli cooler lighting for a minimum of 100 ft. candles with ceiling- mounted water -tight fluorescent fixtures ( "LA Lighting" WPL 200 series or approved equal). Locate light switch for Meat Prep inside of Meat Prep area. 2. Lighting at bakery cooler, bakery freezer, food service cooler, dairy cooler, and produce cooler lighting to 50 ft. candles with ceiling- mounted water -tight fluorescent fixtures ( "LA Lighting" WPL 200 series or approved equal). 3. Lighting at shop -in style produce cooler lighting to 80 ft. candles with ceiling mounted water tight fluorescent fixtures ( "LA Lighting" WPL 200 series or approved equal). D. Install Ergonomic lighting provided by cooler manufacturer in POS boxes as shown on the Drawings, and at reach -in doors for cooler and freezer. E. Provide and install drain heat tape where indicated on Refrigeration Drawings. F. Remove and dispose or all crating and general installation debris PART 3. EXECUTION 3.1 WALK -IN PANELS AND INSTALLATION A. The work shall include, but is not necessarily limited to assembling the following: 1. Walk -in panels 2. Sliding doors on Walk -ins 3. Traffic doors 4. Cooler and freezer reach -in doors MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 11410 Page 8 REFRIGERATION INSTALLATION WORK COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 5. Slide windows above meat display 6. All close -offs associated with panels, cases, windows and columns B. Remove and dispose of all crating and general installation debris C. Observe Critical Day Allocations described in Section 01125 "Coordination and Construction Schedule Requirements." 1. Start erecting fresh foods beginning with the bakery freezer, and working through meat, deli and produce departments. 2. Adjust all doors for proper alignment and swing. Traffic doors are to be wrapped in plastic throughout construction to avoid damage. 3. Insulate and seal all openings in cooler panels caused by pipe penetrations 4. Touch up all panels as required with matching paint 5. Install all sliding and vertical rise doors as shown on the Drawings. 6. Install strip curtains for Sales cooler, Sales freezers, Meat Cooler, and Produce cooler. 7. Install Traffic Doors in Bakery cooler, Bakery freezer, and Food Service cooler. Make assembly air tight by adjusting alignment pins and eccentric cam -lock fastening systems. 8. Install wall panel to case closures. 9. Provide and install close -offs for all exposed refrigeration lines 10. Provide and install metal closure panels at back of meat display fixtures, between cases or at any other exposed areas (see Drawings for details). Use Materials that match the cases. 11. Seal openings in panels caused by column penetrations, and enclose columns utilizing sheet metal, provided by the installing contractor, matching cooler /freezer panel finish. 12. Enclose exposed risers using sheet metal that matches cooler /freezer panel finish. No substandard closures will be accepted. 13. Provide "Mirror Brite" stainless -steel (or approved equal) window closures to match the windows. 14. install zinc bumpers in front of all cases immediately after cases are set. 15. Remove protective covering /wrap from panels after concrete and floor finish work is complete. 16. Repair panel dents, scrapes and punctures caused by this installation work. 17. After all installing trades have completed their work and before substantial completion inspection, clean panels, beams, interior and exterior surfaces. 3.2 CASE INSTALLATION A. The work shall include, but is not necessarily limited to the following: 1. All serviceable components shall be located so as to be readily accessible through adequately sized access panels, easily removable with conventional tools. 2. All cases shall be equipped with liquid shut -off valves. B. Follow Refrigeration Legend for case discharge temperature settings. System temperatures are not to be changed at the request of the Warehouse without prior approval from Refrigeration Equipment Supplier. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 . Issued For Permit Printed an 10/20/08 C. Zinc bumpers are to be installed in front of all cases, (anchors to be provided by installer.) D. Remove and dispose of all crating material and general construction debris 3.3 ADJUSTMENT OF CONTROLS AND IDENTIFICATION OF SYSTEMS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 11410 Page 9 REFRIGERATION INSTALLATION WORK A. The length and number of defrost cycles shall be set in accordance with case and coil manufacturer's recommendations and field conditions. A defrost schedule shall be provided to the warehouse manager and displayed on the mezzanine prior to Warehouse opening. B. Whenever practical, defrost cycles shall be set to occur other than store business hours. C. Each compressor system shall be clearly and neatly marked as to the exact piece(s) of equipment it is operating. D. Follow Refrigeration Legend for case discharge temperature schedule. System operating temperatures shall not be changed at the direction of the Warehouse without prior approval from the Refrigeration Equipment Supplier. E. Fixtures to be clearly and neatly marked with system numbers using P -touch or approved marking material. 3.4 PLUMBING CONNECTIONS BY REFRIGERATION INSTALLATION CONTRACTOR A. The work includes, but is not limited to the following connections: 1. Case condensate drain lines 2. Walk -in coil condensate drain lines 3. Meat room coil condensate drain lines 4. Reach -in refrigerator condensate drain lines 5. Water cooled condensing systems 6. Remove and dispose of all crating and general installation debris B. Labor and Materials 1. Refrigeration Installation Contractor shall furnish and install all condensate drain lines and above floor traps on all refrigerated equipment. Refrigerated sales cases shall be furnished with factory fabricated, one piece traps. Condensate lines for low temperature walk -ins shall be equipped with heat tapes and insulation as shown on drawings to prevent freezing. 2. All condensate drain lines shall be installed in accordance with coil manufacturer's recommendations, shall meet City or State Specifications, and shall at minimum, be type "M" copper tubing with sweat fittings. 3. Place horizontal coil condensate drain lines with a minimum of slope, discharging directly above designated floor sink or drain, but protected from pallet moving and racking operations. 4. All drain lines shall be properly suspended and secured to prevent sagging or vibration with a minimum offset of 1" using Amtrol® 606 -3 copper clad van hangers MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 11410 Page 10 REFRIGERATION INSTALLATION WORK COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel or approved equal. All case condensate drain lines shall be PVC plastic pipe, unless otherwise required by City or State regulations. 5. All coil condensate drain lines within the meat and deli prep rooms shall be wrapped with white "P.I.C. Plastics" PVC jacketing, or approved equal. C. Workmanship 1. All condensate drain lines shall be installed in a neat and workmanlike manner to ensure the highest quality installation. 3.5 REFRIGERATION ALARM INSTALLATION CRITERIA A. Alarm Equipment supplied by Refrigeration Equipment Supplier includes the following - 1. Rack controls and remote CPU with monitor located per plan. 2. Analog input boards as required for case and walk -in box temperature probes. Analog and digital boards as required for condenser operation. 3. One temperature probe per case, installed at factory. 4. Temperature probes for P.O.S. and walk -in boxes, as shown on plans, shipped loose, for site installation. B. The Refrigeration Installation Contractor is to assemble refrigeration alarms, then connect to the Owner's alarm installation. 1. The refrigeration alarm system shall be fully functional and tested prior to refrigerated product arrival. 2. Make electrical connections in a neat and workmanlike manner to ensure the highest quality installation. C. Refrigeration Installation scope of alarm work. 1. Furnish and install low voltage cabling and make all alarm terminations. Run low voltage alarm cabling uninterrupted from point of origination to termination: 2. Provide networking and communication cabling between the refrigeration racks and condenser(s). 3. Provide networking, communication cabling, and hub between the refrigeration racks and the remote CPU /monitor located in the area of the managers office. a. Use Cabling that meet or to exceed manufacturer specifications. b. Cabling connectors are to be 3M UR -2. 4. Install two temperature probes in each cooler and freezer Point of Sale enclosures, in the return air of the coils at opposite ends of the box. 5. Install two temperature probes in meat boxes, in the return air of the coils at opposite ends of boxes. 6. All other boxes to have one temperature probe mounted in the return air of a coil, closest to the center of the box. 7. Provide 1 inch underground conduits for temperature probe cabling between island cases. MULVANNYG2 ARCHITECTURE • 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 D. Training. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Provide training for the warehouse manager and other key personnel prior to the arrival of refrigerated product. 2. The training session is to include: a. Equipment location. b. Demonstration of alarm operation. c. Alarm response procedures. END OF SECTION 11410 MULVANNYG2ARCHITECTURE SECTION 11410 Page 11 REFRIGERATION INSTALLATION WORK 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 11410 Page 12 REFRIGERATION INSTALLATION WORK COSTCO WHOLESALE (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issued For Permit ' Printed, on 10/20/08 PART 1 - GENERAL 1.0 WORK INCLUDED A. Design - Build: Work in this Section includes, but is not necessarily limited to, providing all system design, submittal, permitting, necessary fees, labor, materials, supervision, and testing required to obtain final acceptance of the fire alarm system modifications complete in all respects. B. Fire alarm contractor required to coordinate with all related and necessary trades for the fire alarm system work affecting remodeled or new areas within the building. C. It is the intent of this specification to utilize the existing original fire alarm or sprinkler monitoring systems within the Costco Wholesale building. Any installation of new fire alarm components, relocation of existing fire alarm components, or any other modifications to the existing fire alarm system, shall take place in the new, expanded, or remodeled areas of the building only. New fire alarm equipment shall only be necessary or required if the existing systems are not capable of accepting connections to new required components (maximum capacity), if system components are no longer available by the manufacturer, or if specifically required by the AHJ. The original design criteria and integrity of the existing fire alarm or sprinkler monitoring system shall remain intact at all times. New fire alarm components, relocation of existing fire alarm components, or modification to any existing fire alarm components shall be conducted only if required by a building expansion, or remodeling of an existing area of the building. All additions, relocations, and modifications to the fire alarm system must be approved by a Local Authority having Jurisdiction and Telgian prior to beginning any work on the fire alarm system and must follow the original guidelines and intent of the original fire alarm design. D. It is the contractor's responsibility to obtain floor plans and provided a site survey of the Costco Wholesale building in order to assess the current conditions and determine the necessary and required modifications of the existing fire alarm or sprinkler monitoring system prior to bid. 1.1 RELATED SECTIONS Section 13000 Electrical. Section 15000 Mechanical. Section 13910 Sprinkler Systems. 1.2 SYSTEM DESCRIPTION SECTION 13850 FIRE ALARM /LIFE SAFETY SYSTEM A. Relocation and /or addition of fire alarm components, panels, wiring, etc. may be necessary due remodeling within the affected area(s), additions, etc. Contractor shall verify all necessary requirements for fire alarm system coverage and /or impact to the existing fire alarm system. Verify that all equipment relocation and installation is coordinated with the General Contractor, and all associated trades. New equipment locations shall follow all applicable NFPA standards, local code requirements, the authority having jurisdiction, and the owners reviewing consultant. 'MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 SECTION 13850 Page 2 FIRE ALARM /LIFE SAFETY SYSTEM 1.3 GENERAL COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Provide fire alarm system installation /modification complete with all necessary component equipment, programming software, and material items. Install and test in full conformity with the requirements of all applicable codes, latest National Fire Protection Association (NFPA) standards, authority having jurisdiction agencies, reviewing consultant, and the owners reviewing consultant. C. The fire alarm system shall provide full and complete coverage of ail areas to meet all applicable code requirements. D. Contractor shall conduct an on -site evaluation of the premise to determine if additional fire alarm work is needed to meet all Local and National codes that are enforced, prior to bidding of the project. E. Additional audio /visual appliances may be required for the new and remodeled areas of the building. Contractor to verify original scope and intent of the existing fire alarm system. If audio /visual appliances exist throughout the building, then all new areas shall be provided with equivalent audio /visual notification. Contractor to provide a pre -bid site evaluation to determine current fire alarm configuration. F. Additional manual pull stations may be required within the new and /or remodeled areas of the building, if manual pull stations are present within existing areas of the building. The installation of additional devices shall follow the intent and guidelines of existing fire alarm system, as well as the requirements of the Local Authority having Jurisdiction, NFPA standards, and local code requirements. G. Additional duct smoke detectors may be required in new HVAC units. If duct smoke detectors are present on existing HVAC units, then duct smoke detectors shall be installed on any new HVAC units exceeding 2000cfm. Duct smoke detectors shall be installed on the supply side of air - handling units exceeding 2000cfm. Duct smoke detectors shall be installed on the return and supply side of air - handling units exceeding 15,000cfm. Air - handling units shall shutdown upon smoke detector activation. H. When a new fire alarm or sprinkler supervisory panel is required, all equipment described herein and provided and installed under this section shall be the standard products of one manufacturer. Approved new system models shall include Silent Knight. IntelliKnight Model 5808 or Fire -Lite MS92000D only, and in compliance with these specifications will be considered acceptable. A. The fire alarm system shall be compatible with the architectural contract document layouts and avoid interference with work of all other trades in the building. Fire alarm contractor to coordinate equipment mounting and wiring run locations with all other trades, and around other trades if necessary. B. All conduit, boxes (unless otherwise indicated), fittings, couplings, connectors, straps, supports, pull - lines, bushings. Etc. shall be provided and installed by the Electrical Contractor. C. The Electrical Contractor shall provide all line voltage (120 V. max.) and low- voltage (up to 50 VACNDC) circuiting in separate conduit. Low - voltage circuiting shall be run exposed using NEC -FPL rated cable per NEC Article 760, unless otherwise noted by local jurisdictional authorities. All exposed cable below the bottom bar joist or other roof MULVANNYG2 ARCHITECTURE 1160 Saxon Drive Telgian Corporation Tukwila, Washington 98188 issdued For Permit Printed on 10/20/08 SECTION 13850 Page 3 FIRE ALARM /LIFE SAFETY SYSTEM structure protruding lower, or other locations where the cable may become exposed and /or damaged, must be within a steel conduit by Electrical Contractor D. All existing fire alarm equipment shall be reused if at all possible for any required fire alarm equipment relocation. E. All hood chemical suppression systems (i.e. Ansul) shall be monitored for system activation. F. All sprinkler system control valves shall be supervised and annunciated by the fire alarm system tamper switches are to be provided by sprinkler contractor. G. All sprinkler system waterflow pressure switches, and dry sprinkler system air pressure switches shall be supervised and annunciated by the fire alarm system. Pressure switches are to be provided by the sprinkler contractor. H. All new fire alarm initiating devices shall have their own individual and unique identity, if the existing fire alarm control panel has capability and capacity to accept additional components. Modification or expansion to the fire alarm control panel shall occur only if all zones /points on the existing panel have been fully utilized. New fire alarm devices may be added to existing fire alarm zones /points if they are in the immediate area of the existing zones /points, are the same device type, or follow the original design or intent of the zone /point layout on the existing fire alarm system. I. All delayed egress doors (both new and existing) shall be connected to the fire alarm system in order to release upon any fire alarm condition or power loss to any equipment. Coordinate wiring connections with door hardware contractor. J. Contractor to remove all demolition materials and waste to an approved dumping site. K. Contractor to be responsible for repairing or replacing items damaged during demolition and construction. L. Contractor is to patch all holes left unused after fire alarm equipment is removed from these holes. M. Fire alarm system components not a part of demolition shall be left in service. Any fire alarm components that are disabled shall be labeled "NOT IN SERVICE ". The local authority have jurisdiction shall be notified prior to any disabling of any fire alarm . component. N. Duct smoke detectors shall be furnished by the Mechanical Contractor. The Electrical Contractor shall be responsible for all wiring to the detector and from Fire Alarm System (if required by AHJ). The Mechanical Contractor shall provide all wiring from the dry N.C. contacts (i.e.: Duct smoke on -board contacts or Addressable control module contacts.) to respective HVAC unit fan motor starter control circuit terminations. The Duct Detector housing and sampling tube shall be installed by the Mechanical Contractor. 0. When new fire alarm or fire sprinkler monitoring panels are provided, all fire alarm monitoring will be performed through the selected burglar alarm Central Station. The fire alarm dialer shall transmit signals directly and not through the burglar alarm equipment. The fire alarm contractor shall coordinate the programming and connections with the MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 !ssdued For Permit Printed on 10/20/08 SECTION 13850 Page 4 FIRE ALARM /LIFE SAFETY SYSTEM 1.4 SUBMITTALS 1.6 EXECUTION 1.7 WARRANTY burglar alarm contractor and the General Contractor. Fire alarm contractor is responsible to provide all necessary equipment, programming, coordination, documentation, testing, etc in order to provide a fully monitored fire alarm system as required per NFPA 72 and the AHJ for complete monitoring. A. Contractor shall be responsible for all necessary submittal drawings, calculations, equipment, specifications, permit applications, permit fees, resubmittals, etc., in order to satisfy all AHJ requirements. B. Contractor is responsible to produce as -built drawings if any field changes occur after approved drawings have been provided. C. Deliver all certificates of inspections to the Architect. 1.5 QUALITY ASSURANCE A. All fire alarm components shall be listed by UL for Fire Alarm systems, compatible with all existing fire alarm components, and shall be listed with the state or local jurisdiction requiring such listings. B. The manufacturer or his authorized distributor shall confirm that within a reasonable distance of the job site there is an established agency which stocks a full complement of parts and offers service during normal working hours on all equipment to be furnished, and that the agency will supply parts without delay and at reasonable cost. A. Wiring — all low voltage circuits shall be run exposed using NEC -FPL cable per NEC Article 760, unless otherwise noted by the Authority Having Jurisdiction and the Specifying Engineer. All exposed cable below the bar joist or other roof structure protruding lower, or other locations where the cable may become exposed and /or damaged, must be within a steel conduit. B. Wiring — shall be approved by the manufacturer, and specifying engineer. No 120 VAC will be permitted with any wiring of the fire alarm system. C. System test shall only be performed by an individual who has attended a manufacturer's seminar for installing and testing the system specified above. D. Test reports shall include, but not limited to: 1. A complete list of equipment installed. 2. Indicate that all equipment has been properly installed and functions have been tested according to these specifications. 3. Technicians name, the date of the test, and the company they represent. A. All new fire alarm components that are required to be provided and installed shall be warranted for a period of one year from date of acceptance. The warranty shall cover parts, labor and travel to and from site. This warranty shall be void if any work is MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 1.8 ACCEPTANCE END OF SECTION MULVANNYG2 ARCHITECTURE SECTION 13850 Page 5 FIRE ALARM /LIFE SAFETY SYSTEM performed on the system, by anyone other than an individual who has attended a manufacturer's seminar for testing and installing the_system specified above. A. Final acceptance will require the contractor to deliver to the Engineer the following: 1. Three (3) copies of the operating instructions and system maintenance manuals. 2. Three (3) sets of record drawings (as built drawings). 3. Three (3) copies of the final test reports. 4. Three (3) copies indicating the name and phone number of person.to contact in the event of equipment failure, and date when system warranty will terminate. 5. Three (3) sets of data sheets for each piece of equipment supplied. B. Provide the customer with a minimum of two (2) inspection and test visits during the first year. During this time, each field device shall be tested at least once, and the control panel shall be tested during each inspection. A written report shall be submitted to the customer indicating what devices and how they were tested. Any problems with system other than equipment, such as customer owned equipment - blocking detection, manual stations or indicating devices shall be listed in the written report to the customer. COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 lssdued For Permit Printed on 10/20/08 SECTION 13850 Page 6 FIRE ALARM /LIFE SAFETY SYSTEM (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 PART 1 - GENERAL 1.1 WORK INCLUDED 1.2 RELATED SECTIONS. SECTION 13910 FIRE SPRINKLER A. Work in this Section includes, but is not necessarily limited to, providing all engineering, calculations, labor, materials, supervision, testing, permits and approvals required to design, install and obtain final acceptance of the automatic fire protection sprinkler system complete in all respects. Division 1 General Requirements Section 13850 Electrical/ Fire Alarm System Section 15410 Plumbing 1.3 SYSTEM DESCRIPTION A. The fire protection system shall provide full and complete coverage of all areas per the specifications and avoid interference with work of all other trades in the building. B. The fire protection system shall be compatible with the architectural contract document layouts and avoid interference with work of all other trades in the building. Drawings shall be in compliance with provided bid specification drawings (when applicable). Fire sprinkler contractor shall coordinate piping locations with all other trades, and around other trades if necessary. Additional sprinklers that may be required shall be accounted for at time of bid; failure of the contractor to account for correct quantity of sprinklers will be at the cost of the Fire Sprinkler Contractor, the owner (Costco) shall not be responsible for this or other associated costs. C. If applicable, design and install new fire protection system branch -line piping to run within the roof framing above the bottom chord of the bar joists and as tight to the roof deck as possible. Design and install new fire protection system main piping to run tight to the underside of beams, main piping shall run with slope of building. Contractor to provide and install auxiliary drains at main piping where necessary. The minimum clear height to the bottom of all piping is 21' -0" above finished floor. D. Provide fire protection system in accordance with all applicable codes and standards adopted by the local authority having jurisdiction. E. Provide fire protection system complete with all UL listed component or Factory Mutual approved equipment and material items. Install and test in full conformity with the requirements of all applicable codes, National Fire Protection Association (NFPA) standards, authority having jurisdiction (AHJ) agencies, reviewing consultant, and the owners reviewing consultant. F. Locate fire sprinkler heads as required in NFPA Pamphlet 13 or as required by the sprinkler manufacturer. G. Sprinkler heads shall be symmetrically spaced to provide proper coverage and to avoid interference with lights, diffusers, grilles, or other ceiling mounted equipment. Heads located in ceiling tile shall be "quarter pointed " + -2 ". Sprinklers located adjacent to MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 SECTION 13910 Page 2 FIRE SPRINKLER surface mounted lights shall have two -piece escutcheons. The sprinkler layout shall conform to a typical pattern. H. Sprinkler deflectors shall be positioned with relation to obstructions and ceilings as per NFPA 13, 2002 edition. Provide standard sprinkler heads in the upright position unless otherwise specified on the bid drawings, when applicable for protection from possible damage caused by forklift traffic or sprinkler heads in the pendent position when necessary. I. Referenced NFPA standards require that the spray deflector on the sprinkler heads be installed 18 inches minimum above the top of the merchandise stored on the racks. All roof sprinkler deflectors to be at or above 21 feet -6 inches clear above finished floor. J. If required, sprinkler drawings and calculations must take into account and show elevation loss from the flow test location to the flowing sprinklers. Backflow prevention and meter requirements shall be provided as specified in the fire and civil bid drawings and plans. Acceptability of the backflow assembly must be approved by the Water Authority prior to installation. Actual loss through any backflow devices must be accounted for in the hydraulic calculations. Sprinkler contractor shall submit, with their calculations and shop drawings, a manufacturer's flow chart indicating pressure loss through the device(s) at the calculated flows. K. System Design Requirements: 1. Sprinkler system design criteria shall be as shown on the provided fire protection bid drawing or per the following (when applicable); a. The Meat/Bakery, Pharmacy and non -high piled cooler /freezer (remodeled or new areas) shall be designed to a density of 0.20 over the hydraulically most demanding area of 1500 ft and protected with pendant sprinkler heads as required. Contractor shall provide new piping from the overhead system where necessary to provide protection as required for the new expansion. Sprinklers shall protect a maximum of 130 ft this is based on NFPA 13 Ordinary Hazard Group II occupancy. b. The High -Piled Cooler /Freezer (remodeled or new areas) shall be designed to a density of 0.29 over the hydraulically most demanding area of 2000 ft and protected with pendant sprinkler heads as required. Contractor shall provide new piping from the overhead system where necessary to provide protection as required for the new expansion. Sprinklers shall protect a maximum of 100 ft this is based on NFPA 13 Hazard Class I -III occupancy. 2. Alternates to the shown criteria will not be allowed unless approved in writing by the Owners' Fire Protection Consultant prior to bid. 3. All calculations shall be balanced to within one half of one psi. 4. System velocities shall not exceed 32- ft/sec., no exceptions. 5. Limit each system to a maximum of 52,000 square feet and a maximum of 40,000 square feet for high storage area as required by NFPA 13. 6. Include hose allowance as required in the hydraulic calculations as required by NFPA 13 (i.e. 100 inside hose, 400 outside hose). L. Inspectors' tests to be provided with half inch orifice, discharging at six inches above a hard paved surface. All inspectors' tests shall not be located behind racking or other MULVANNYG2ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 lssdued For Permit Printed on 10/20/08 SECTION 13910 Page 3 FIRE SPRINKLER obstructions, and shall be located within 12 inches of the latch side of an exterior door opening. Inspectors' test shall be piped to a location acceptable to the Owner's representative. Inspectors' test discharge shall not flow where merchandise or pedestrian traffic is present or into any obstructions, such as doors, or into enclosed spaces such as vestibules. Where approved by the AHJ, a combination test - and -drain assembly may be used at each riser location. M. Provide flushing and drainage as per required in NFPA 13. N. If required, provide hose connections for fire fighting and locate per the requirements of the authorities having jurisdiction. Final locations and quantities subject to approval of the Owners' Project Manager. All drops to hose connections at racks or along walls shall be coordinated with the Owners' Project Manager prior to fabrication or installation. O. If overhead doors open in the horizontal position, sprinklers shall be provided below the door when in the horizontal position. P. Contractor shall provide the appropriate signage at all control and drain valve locations. Location shall include but not be limited to system control valves, pump control valves, drain valves, auxiliary drain valves, dry system drain valves, and hose connections. All signage shall be metallic and attached with sign chain. Q. If required, provide a calculation information card showing system demand and pressure required at the base of the riser, design density and area calculated, as well as installing contractor's address and phone number. Card is to be metal, and to be affixed to each riser with a chain. Other type cards, or card not affixed with chain will not be acceptable. R. System control valves shall be provided as shown on the provided fire protection bid drawings (when applicable). All control valves shall be supervised and monitored through the fire alarm/ supervisory system and clearly marked as to their function and location. S. If required, provide sprinkler protection at electrical rooms per the requirements of the local jurisdiction. No main piping is permitted in the electrical room. Sprinkler piping shall not be routed above panel boards. Where required, provide shielding of electrical equipment and special routing of fire sprinkler piping to satisfy all AHJ requirements. T. If required, provide exterior 10 in. electric water flow alarm mounted above the fire department connection, and at those locations shown on the fire protection bid drawings. The bell shall be located a minimum of 10 ft. above finish grade unless another location is specified by the local authority. U. Route all piping around all obstructions and provide sprinkler protection under mechanical units, ducting or other obstructions as required by NFPA 13. V. Provide grooved, flanged or threaded connections for dry system piping and valves. Grooved fittings, including gaskets, shall be listed for dry pipe service. W. Systems shall be monitored by an off site Central Station including tamper switches on all valves, system flow detection devices (wet and dry), low air pressure switches (dry MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 SECTION 13910 Page 4 FIRE SPRINKLER systems), and fire booster pump control panels as applicable as provided under Division 16 Fire Alarms /Life Safety System. X. Provide pressure relief valves on all "grid" type systems when applicable. Y. If required, sprinkler contractor shall completely flush underground system piping prior to connection of overhead piping to underground piping, or obtain written confirmation that underground has been flushed after completion of installation of underground piping. 1.4 NEW AND EXISTING CONDITIONS A. Contractor shall conduct a site survey of existing conditions. Contractor to add new sprinklers for the new Expansion and /or Remodel areas and remove, replace or relocate all sprinklers and sprinkler piping in the existing areas as needed to protect the new area. Contractor shall also remove, replace or relocate any existing fire protection piping in the area of the remodel (i.e. test connections, hose valves, auxiliary drains, etc.) to accommodate the new design. Remove all demolition materials and waste to an approved dumping location. B. Contractor is responsible for repairing or replacing items damaged during demolition and construction. C. Contractor is to patch all holes left unused after sprinkler piping is removed from these holes. D. Sprinkler systems not a part of demolition shall be left in service. 1.5 SUBMITTALS A. Coordinate the sprinkler system to avoid interference with work of all other trades in the building. Examine the contract documents and provide a complete coordinated shop drawing. Shop drawings shall be prepared in accordance with, and shall contain all information shown in, section 14.1, 'Working Plans ", per NFPA 13 2002 edition. Provide "Water Supply Information" per section 14.2, NFPA 13 2002 edition on the shop drawings. Hydraulic calculations (when applicable) shall be provided for all areas of protection, including all overhead systems as shown in the provided fire protection bid drawings per the requirements of sections 14.3 and 14.4, NFPA 13 2002 edition. B. Submit completed shop drawings, calculations, seismic calculations (when applicable) and material data to the authority having jurisdiction, to the Architect, to the project Structural Engineer, and to the roof structural system manufacturer prior to fabrication and installation. Submittals to all reviewers noted above shall be concurrent, and shall be within fifteen (15) working days of the award of contract. Gain all approvals noted prior to fabrication and installation. Submittals shall be made in one submission only. No partial submittals will be accepted. Partial submittals will be held until all components are received, this may delay shop drawing review. C. Submit revised drawings and calculations for review and approval as required to accommodate changes to fixture plan and other contract documents during construction. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 lssdued For Permit Printed on 10/20/08 D. Deliver all certificates of inspections to the Architect of record prior to final acceptance by Owner. E. Installation shall not commence until Fire Department and Owner have given written approval during the plan review process. F. All shop drawings shall be prepared on a minimum of 30" x 42" sheets. All sprinkler system design shall be completed in a minimum scale of 3/32" =t-0". Submittals shall be complete, accurate and in full compliance with the contract bid documents for proper and timely approval. G. A minimum of six sets of sprinkler shop drawings, calculations and material data shall be provided to the Architect of record for Owner review; Owner's reviewing consultant will maintain 2 sets for their records. H. Two sets of as -built sprinkler shop drawings shall be provided to the Architect of record upon the completion of punch list items and prior to final acceptance by Owner. Final payment will not be made until as -built drawings are received by the Owner. 1.6 FLOW TESTS SECTION 13910 Page 5 FIRE SPRINKLER A. Flow test data provided as part of the fire protection contract documents shall be used as the available water supply. B. Alternate flow test (those not as indicated on contract bid documents) will not be allowed unless approved in writing by the Owners' Fire Protection Consultant prior to bid, no exceptions. C. If no flow test indicated /provided on the contract bid documents, then the following shall apply; 1. Contractor to acquire or perform flow test for this project. The contractor must submit all necessary documentation of the flow test and must account for and provide information for review prior to use on project. 2. The contractor shall include certificates of calibration of pressure gauges or provide copy of invoice of newly purchased gauges, low hydraulic gradient and high hydraulic gradient. 3. Flow test effective point will be at the static test hydrant, no other effective point will be acceptable. 4. Flow test submitted for review must include a plan sketch to scale indicating all necessary underground piping, valves, etc to the point of connection of the new system. D. If required, all flow test data shall be subject to the "10% rule" as defined in this paragraph. Reduce the recorded static and residual pressures by 10% of the static pressure. Make no reduction to the flow rate reported. When static pressure is 50 -PSI or less, provide a minimum 5 -PSI buffer from the static and residual pressures. When static pressure is 100 PSI or greater, provide a maximum of 10 -PSI buffer from the static and residual pressures, unless not acceptable to any Authority Having Jurisdiction. See provided fire protection bid drawings for additional requirements, and provide additional buffers as may be required by the local AHJ and reviewing authorities at no additional cost to Owner. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 SECTION 13910 Page 6 FIRE SPRINKLER 1.7 WARRANTY PART 2 - PRODUCTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Provide warranty in accordance with the General Conditions. B. The Contractor shall further warrant that in the event of the failure of any system or its component equipment items, or the improper functioning thereof, during the period of the warranty, the Contractor shall have available, and on call, competent service personnel for the restoration of all systems and equipment for complete operation. Should the nature of the failure be such as to present an emergency, in the opinion of the Owner, such personnel shall be promptly available, regardless of the hour of the day or the day of the week. Should the failure be such as to fall under the warranty, the cost of the service shall be borne by the Contractor. Otherwise, the Owner will pay therefore at the prevailing rate for such services. C. If service personnel are not promptly available "on call" as required by the warranty, the Owner may employ such personnel as are available to him at the expense of the Contractor. 2.1 MATERIALS A. All materials shall be as required by applicable codes and standards. All equipment used shall be UL listed and /or Factory Mutual approved for use in fire sprinkler system installations. B. Fire sprinkler heads shall be provided as shown on the provided fire protection bid drawings (when applicable). All sprinklers shall be UL listed and Factory Mutual Approved. Strictly observe the orifice sizes, temperature ratings, finishes, and other criteria shown on the provide fire protection bid drawings. C. Escutcheons at pendent sprinklers located suspended grid ceilings shall be "recessed" type. Escutcheons for all other finished ceiling pendent sprinklers shall be adjustable "401" type. In addition, review the provided fire protection bid documents (drawings and specifications) for further or alternate requirements with regard to head type and finish. D. Sprinkler Heads: 1. 286 °F, 1/2-in. orifice chrome plated pendant recessed sprinklers shall be used in the ceiling area surrounding the chicken rotisserie and the entire bakery. 2. 360°F, 1 /2-in. orifice chrome plated pendant recessed sprinklers shall be used in the ceiling area above the entire bakery ovens. 3. Dry Pendent Sprinklers shall be Concealed type per Tyco (Model TY3555), Victaulic (Models V3618 and V3620) or Globe (Models GL5681 and GL8181); no other substitutions will be permitted, no exceptions. These sprinkler heads shall have a minimum temperature rating of 200 °F (due to de -frost mode). The installation of dry pendent sprinklers shall meet the manufacturer's installation guidelines or those provided by Costco Wholesale in the attached conformance submittal. The more stringent requirements shall prevail. The conformance MULVANNYG2 ARCHITECTURE 1160 Saxon Drive Telgian Corporation Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 SECTION 13910 Page 7 FIRE SPRINKLER submittal for the installation of dry pendent sprinkler heads shall be completed prior to the contractor's final payment. 4. 165 °F, 1/2-in. orifice chrome plated pendant sprinklers with 2 -piece 401 escutcheons shall be used in the slicing deli. 5. All sprinklers shall be glass bulb style. E. Contractor shall include in his cost, corrosion protection for sprinklers when required by the local jurisdiction. F. Provide one complete equipped sprinkler cabinet with the quantities of sprinkler heads per the requirements of NFPA 13 and shall account for different orifice type and temperature, etc. G. Spare head wrenches for the overhead sprinklers, recessed sprinklers and a universal wrench for standard 1 /2' and %" heads shall also be provided. The contractor shall provide a laminated list of the sprinkler heads provided which will be placed on the spare sprinkler head cabinets. H. Hanger, seismic bracing, or thrust bracing attachment to building structure shall be per the requirements of NFPA 13, 2002 edition and /or as shown on the provided fire protection bid drawings, whichever is more stringent. All hanger materials shall be UL listed and /or Factory Mutual approved for use in the support or bracing of fire sprinkler systems. All hanger attachments shall be submitted and acceptable to the project structural engineer and the project structural system manufacturer, and in accordance with NFPA 13. Seismic bracing shall be provided per the requirements of NFPA 13 when required by the local AHJ. Seismic bracing shall be sized in accordance with the requirements of NFPA 13, and supporting calculations shall be provided by the installing contractor at the time of submittal. Thrust bracing shall be provided regardless of seismic region or requirements at the tops of all risers, at all changes in direction of dry system main piping, and at changes in direction of fire department connection feed piping. I. All piping shall be new and approved for 175 psi working pressure conforming to ASTM specifications and listed /approved by UL or FM for fire sprinkler system installation. All piping shall be black steel, prepared for painting. Rusted, dented, or otherwise damaged piping will not be acceptable. Contractor shall include in his cost corrosion protection for sprinkler piping when required by the local jurisdiction. Welding to be done in accordance with AWS D10.9 and NFPA 13. Contractor shall provide all welding stamps, certificates, or other documentation as required to gain approval from all authorities. These stamps shall be placed at each welded outlet, and /or as required by the local authorities. Arrange for all inspections for welding as required by the local authorities. J. Crimp type installations are not acceptable. 2.2 DRY SYSTEM AIR COMPRESSORS (If required) A. Air compressors serving dry sprinkler systems shall be sized by the contractor to meet published standards and local requirements. Compressors shall be listed for use in automatic sprinkler systems. Coordinate all electrical requirements with all other trades. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 SECTION 13910 Page 8 FIRE SPRINKLER PART 3 - EXECUTION B. Air compressor shall be a riser mounted air compressor, floor or tank mounted air compressor will not be acceptable, no exceptions. 2.3 FIRE PUMP A. No fire pump shall be allowed or provided for this project. Submittals which include the use of afire pump shall be rejected, unless the fire pump is currently installed in the warehouse. 3.1 INSTALLATION A. All brackets for attaching pipe hangers to building structure shall be the size and type for the intended use as shown on the provided drawings and acceptable to the structural engineer and in accordance with NFPA 13 and Factory Mutual approved. B. Furnish and install under this Section all hangers and steel fabrications, other than building structure, required for proper support piping and equipment. All support criteria listed below is based on the use of schedule 10 piping no larger than 8" nominal diameter. Heavier piping may only be used with prior written approval from the Architect of record. C. All piping, piping supports, hangers and attachments shall be sized as required by NFPA 13, 2002 edition and shall be capable of resisting seismic forces as required by the more stringent of the requirements of NFPA 13, 2002 editions or local building code requirements. D. Contractor shall ensure that all required minimum clear space around piping passing through concrete is provided per the requirements of NFPA 13, 2002 edition. All fire service underground piping shall be provided with a minimum 2" clear space around the piping passing through concrete flooring. Void spaces between concrete and piping at floors and at walls shall be completely filled with a non - combustible flexible mastic or sealant. All piping passing through concrete walls shall be provided with a solid wall plate at areas visible to public at the interior and exterior of the building. Wall plates shall completely conceal holes and flexible mastic shall be provided at holes. E. Hanger attachment: 1. Do not hang or support any loads or make any attachments to the metal roof deck or joist bridging. 2. No cutting, punching or openings are permitted in any structural member without prior written approval from the Architect of record. 3. Provide all necessary piping supports, hangers, attachments and seismic bracing complying with the more stringent of NFPA 13 (2002 edition) or local building code requirements. Provide thrust bracing as detailed elsewhere in this specification. 4. All hangers and supporting steel shall be secured to the top chord of steel joist girders or steel joists using beam clamps. Attachments shall only be made within 6" of girder or joist panel points unless supplemental joist load struts are provided at the points of support. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 SECTION 13910 Page 9 FIRE SPRINKLER 5. Where 4" and larger sprinkler pipes run parallel to the steel joists, sprinkler pipe shall be located centered between joists and supported from each joist by use of trapeze members. 6. Where sprinkler lines run parallel to the steel joists, the maximum distance between supports shall be 8 feet. 7. Where sprinkler piping runs perpendicular to the steel joists, sprinkler piping shall be supported at a spacing not to exceed ten feet on center. F. Placement of sprinkler contractor's piping and steel contractor's joist bridging shall be coordinated by the General Contractor. The contractor shall make provisions for the steel erector to adjust/relocate bridging or sprinkler contractors to adjust or relocate piping where conflicts occur. All changes required of the joist bridging shall be designed by joist manufacturer. G. Any deviations and changes from the above criteria must be brought to the attention of the Structural Engineer in writing. H. Filling the sprinkler system with air or water shall be done in such a manner as to minimize any horizontal thrust or undue lateral force. Contractor shall ensure that all piping is installed and left straight and plumb. Piping designed as part of a dry pipe system shall be pitched per the requirements of NFPA 13, 2002 edition. All dry piping shall pitch to a low point drain. Low point drains shall be located on the interior of the building and within 12" of the latch side of an exterior door. Drain piping shall not be located behind racking or other obstruction. I. Sprinkler Contractor is cautioned to coordinate the locations of all cross and feed mains with the structural plans. Whenever location of main branch and feeder lines are shown on the structural drawings, the General Contractor shall coordinate these locations with the final sprinkler contractor's drawings prior to installation. Any deviations need to be submitted to the attention of the Architect of record for the Structural Engineer's review. Deviations that result in additional engineering fees and /or fabrication costs shall be the responsibility of the sprinkler contractor. Failure to coordinate with the structure will result in this piping having to be moved at Sprinkler Contractor's cost. J. Coordinate carefully the locations of the pendent sprinkler (dry or otherwise) deflectors with regards to obstructions (i.e. cooling fans, lighting, etc.). Obstructions that disrupt the sprinkler discharge pattern from developing must be spaced around accordingly and may require sprinklers behind obstructions to provide adequate sprinkler protection. The location of the lighting, cooler units and conduit are not known at the time of bid, the lighting and cooler units are purchased by the respective contractors and may not be the exact size as indicated on the project bid drawings (architectural, electrical, mechanical, etc.). K. The contractor must ensure that the pendent sprinklers (concealed, dry or otherwise) comply with the obstruction criteria as indicated. Relocation or addition of the sprinklers, coring of holes, etc will be at the cost of the Fire Sprinkler Contractor, the owner (Costco) shall not be responsible for this or other associated costs. L. Installation of automatic sprinkler systems shall be by a licensed and certified automatic sprinkler and /or fire protection contractor. The contractor shall have a minimum of five years experience in installing sprinkler systems in similar type occupancies and shall be MULVANNYG2ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 SECTION 13910 Page 10 FIRE SPRINKLER 3.2 PAINTING able to furnish evidence of such qualifications. References of satisfactory installations shall be furnished upon request. A. All horizontal piping shall be installed prior to painting. B. Painting of the sprinkler piping and equipment if required shall be by the painting contractor; however, preparation of the sprinkler piping for the painting contractor is by the sprinkler contractor. C. The sprinkler contractor is to remove all labels, stickers, fabrication identification tags, excess pipe dope, Teflon tape, oil residues and grease from the sprinkler piping before the system is turned over to the painting contractor for painting. D. The sprinkler contractor is to install protective plastic bags on all sprinkler heads in areas where the roof deck and /or structural systems is to be painted. In addition, all brass valves shall be protected from painting. Painted valves (other than by the manufacturer) shall be replaced at no additional cost to the Owner. E. The painting contractor is to remove all plastic bags and valve coverings after final painting is complete. The general contractor shall make this known to the painting contractor. F. Any sprinkler head over sprayed with paint shall be replaced. Cleaning of sprinkler heads to remove paint is not acceptable. Painted sprinklers shall be replaced at no additional cost to the Owner. G. The sprinkler contractor shall furnish a signed statement on his letterhead and place it in the operating instruction and maintenance manuals that he has verified that all plastic bags have been removed from sprinklers and that all sprinklers over sprayed with paint have been replaced. H. Fire sprinkler contractor shall label each system riser with the system number /identification using stenciled 1 in. minimum letters painted on each riser. 3.3 INSPECTION, TESTING AND CLEANING A. Arrange for all inspections, examinations and tests in full conformity with the requirements of all applicable codes, National Fire Protection Association (NFPA) standards, Authority Having Jurisdiction (AHJ), the owner's insurance company, and the owner's fire protection consultant as necessary to obtain complete and final acceptance of the fire sprinkler system. The minimum test certificates to be submitted to the Architect of record prior to final acceptance shall be an overhead hydro, overhead final, underground flush, dry system trip tests for all dry system valve locations, fire pump acceptance test and final fire sprinkler system building final. B. Leave entire sprinkler system clean in every respect at the conclusion of the work. Contractor is to ensure that entire project is clean and free of construction related debris prior to final testing of systems. This shall be meant to include removing all loose debris from the floor and support areas, fire sprinkler riser enclosure, and fire pump room where applicable. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 MULVANNYG2ARCHITECTURE SECTION 13910 Page 11 FIRE SPRINKLER C. After the systems have been installed, tested, and accepted, the contractor is to provide three copies of the operating instructions and maintenance manuals of all equipment. Included with these manuals are; a.copy of the approved shop drawings, copy of NFPA 25, a spare parts list and a list of phone numbers of emergency repair personnel to the Architect of record. COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 SECTION 13910 Page 12 FIRE SPRINKLER COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive Teigian Corporation Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 Costco Project Location: General Contractor: Fire Suppression Sub - Contractor: (Company Name, Phone Number) General Contractor: CONFORMANCE SUBMITTAL SECTION 13910 —FIRE SPRINKLER SYSTEM (City, State) (Company Name, Phone Number) (Address) (Address) The following product has been selected for use in this project from the list of acceptable products specified: Fire Sprinkler Head Manufacturer: Freezer /Cooler Dry Pendant Sprinkler manufacturer and model I represent to Costco Wholesale that the Fire Suppression System was installed in compliance with the project drawings, specifications, and applicable codes for the authorities having jurisdiction. I also represent that Freezer / Cooler Dry Pendant Sprinkler Heads were installed according to the attached detail, including minimum lengths, materials, and sizes. (Signature of the Authorized Agent of the General Contractor) (Print Name of the Authorized Agent of the General Contractor) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 SECTION 13910 Page 13 FIRE SPRINKLER Fire Suppression Sub - Contractor: (Signature of the Authorized Agent of the Fire Suppression Sub - Contractor) (Print Name of the Authorized Agent of the Fire Suppression Sub - Contractor) 1160 Saxon Drive Telgian Corporation Issdued For Permit Printed on 10/20/08 SECTION 13910 Page 14 FIRE SPRINKLER 19331 OT= 6 TOW A 010' COOT. 1gJA1 ITS RITALLAJOA RCCUM RIO3 WO e INSTALLATION PROCEDURE ULM!+ae AID I43I6323 99lAHl FRaGTDI AOGLFDAACE rAA alOimctD! 03133A fe TIR SPISae64. 2. !STALL Old IQDOR S RORLeR RR I W WAL11ImB 16 TAIL 1 REGDtOdR S GGGW X8L MPS O NI azaeao Tit ESD710mI ND TOP OF Cale PAM PDl+ J. P ..LIMat POW MOS= R A Y 5 ) T PB6Tm. MGT OOnradte a PLASM Am®VB 933 .ANT PITO ARO /RAID ilt TLP O Tit RtFIERICOLHI GHde Gas mate R xcawa2 IfOl SENARfNAIIPAGUI3336'71667!/28 an= A END OF SECTION 13910 GQIDULTOR TO SEAL CON:24.37 CRT MDR SPRI ICR3 Al I133233C47141153eQl? TR OFRIaO AD01L ID OOLIISWM)A AR! MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 1160 Saxon Drive Telgian Corporation Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issdued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 WORK INCLUDED A. Work in this Section includes, but is not necessarily limited to, providing all engineering, calculations, labor, materials, supervision, testing, permits and approvals required to design, install and obtain final acceptance of the kitchen hood wet chemical fire suppression system including piping, nozzles, cylinders, and extinguishing agents complete in all respects. 1.2 RELATED SECTIONS A. Section 13910 — Fire Sprinkler B. Section 13850 - Fire Alarms 1.3 REFERENCES A. NFPA 17A, Latest Edition - Wet Chemical Extinguishing Systems. B. NFPA 96, Latest Edition - Standard For The Installation Of Equipment For The Removal Of Smoke And Grease Laden Vapors From Commercial Cooking Equipment. 1.4 DEFINITIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 13960 KITCHEN HOOD FIRE SUPPRESSION SYSTEM A. Authority Having Jurisdiction: See Public Authorities. B. Concealed: Where used in connection with installation of piping or conduit and accessories, shall mean "hidden from sight" as in above ceilings. C. Public Authorities: Local, State or Federal government body having jurisdiction over any portion of the project. This includes, but is not limited to: building departments, Fire Departments, Fire Marshals Offices, Water Departments, Insurance Regulatory Boards, Utility Companies or Districts, Cross Connection Control Departments, Transportation Departments, etc. 1.5 SYSTEM DESCRIPTION A. Provide Kitchen Hood Fire Suppression Systems, for installations indicated on the drawings, including the following items of work: . 1. Suppression system design, drawings and specifications sufficient for review, permit, and approval; 2. Suppression system fabrication and installation; 3. Review and approval of suppression system in place. B. The Contractor shall provide the Kitchen Hood Fire Suppression Systems in accordance with NFPA 96 and NFPA 17A. Provide an adequate number of switches /contacts to provide signal to the Fire Alarm System and protected appliances for the following functions: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 13960 Page 2 KITCHEN HOOD FIRE SUPPRESSION SYSTEM COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Kitchen Hood Fire Suppression Activation Alarm. 2. Kitchen Hood Fire Suppression Manual pull station activation alarm. 3. Kitchen Hood Fire Suppression System thermal heat detector activation alarm. 4. Kitchen Hood Fire Suppression System discharge cartridge "System Trouble ". 5. Kitchen Hood make up air system fan shut down if required by the manufacturer. 6. Fuel /power shut down of protected appliances. C. The Kitchen Hood Fire Suppression System shall be a wet chemical pre- engineered, cartridge operated, fixed nozzle, piped system that is UL listed for the hazard. D. All work shall be performed in accordance with latest NFPA Standards except where directed otherwise. E. Fire suppression system plans and flow point calculations shall be prepared in accordance with NFPA 17A and other applicable NFPA standards. F. The Kitchen Hood Suppression System shall be a pre engineered, fixed nozzle, piped system. System shall meet the following requirements: 1. All hardware, detection /control components, and extinguishing agents shall be of the same manufacturer. 2. System shall be designed to provide protection for ventilating hoods, ducts, and all cooking equipment. 3. The system shall be capable of manual and automatic operation. 4. The system shall provide automatic power /fuel shut off of cooking equipment upon activation of Kitchen Hood Suppression System. 5. Kitchen Hood Fire Suppression System shall meet the requirements of UL 300 - Fire Extinguishing Systems for the protection of restaurant cooking areas, fire testing. G. The fire protection system shall be compatible with the architectural contract document layouts and avoid interference with work of all other trades in the building. Contractor to coordinate piping locations with all other trades, and around other trades, if necessary. Additional nozzles that may be required shall be accounted for at time of bid. H. Provide fire protection system complete with all component equipment and material items. Install and test in full conformity with the requirements of all applicable codes, National Fire Protection Association (NFPA) standards, authority having jurisdiction agencies, reviewing consultant, and the owners reviewing consultant. 1.6 EXISTING CONDITIONS A. Contractor to remove or relocate all required drops or other piping to accommodate the new conditions with demolition materials and waste to be removed to an approved dumping site. B. Contractor to be responsible for repairing or replacing items damaged during demolition and construction. C. Contractor is to patch all holes left unused after sprinkler piping is removed from these holes. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 D. Systems not a part of demolition shall be left in service. 1.7 QUALITY ASSURANCE A. Qualifications: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Manufacturer: Company specializing in manufacturing the Products specified in this Section, whose equipment, specialties, and accessories are listed by product name and manufacturer in UL Fire Protection Equipment Directory and FM Approval Guide and that conform to other requirements indicated. 2. Installer: Company specializing in performing the Work of this Section with minimum of three (3) years documented experience. Company qualified to install and alter fire protection piping, equipment, specialties, and accessories, and repair and service equipment. Company familiar with, and in compliance with, requirements of Public Authorities. Company shall be an authorized Ansul Fire Protection service provider. 3. Design: Person in responsible charge specializing in preparing design documents as specified in Contract Documents with a minimum of five (5) years documented experience. Working plans and shop drawings shall be developed by a NICET Level IV Senior Engineering Technician. . B. Regulatory Requirements: 1.8 SUBMITTALS 1. Kitchen Hood Fire Suppression System: Conform to NFPA 17A, NFPA 96. 2. Welding Materials and Procedures: Conform to AWS D10.9. 3. Equipment and Components: UL Listed. 4. Valves: UL Listed. Provide manufacturer's name and pressure rating marked on valve body. 5. Products Requiring Electrical Connection: Listed and classified as suitable for the purpose specified and indicated. 6. Comply with requirements of Public Authorities for submittals, approvals, materials, hose threads, installation, inspections, and testing. 7. Comply with requirements of Owner and Owner's insurance underwriter for submittals, approvals, materials, installation, inspections, and testing. 8. Provide certificate of compliance from Public Authorities indicating approval of field acceptance tests. 9. Conform to applicable code for submission of design and calculations, reviewed shop and erection drawings and as required for acquiring permits. 10. Cooperate with Public Authorities and provide data as requested. 11. Maintain one copy of document on site. 12. System to be guaranteed for a period of one (1) year after completion of work and acceptance from Owner. 13. Calculations, Product Data, Shop Drawings: Bear stamp of approval of Public Authorities and Owner's Insurance Underwriter. A. Section 01330 - Procedures for submittals. 1. Product Data: Mark each copy to identify applicable products, characteristics, models, options and other supplemental data to clearly communicate information specific to this project. MULVANNYG2 ARCHITECTURE SECTION 13960 Page 3 KITCHEN HOOD FIRE SUPPRESSION SYSTEM 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 13960 Page 4 KITCHEN HOOD FIRE SUPPRESSION SYSTEM 1.9 WARRANTY PART2 PRODUCTS 2.1 APPROVALS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Plans: Submit system drawings as specified in "Quality Assurance" Article to Public Authorities. Include system calculations. System drawings shall be prepared according to Contract Documents. Submit required number of sets to Public Authorities for approval. Plans shall also include: a. Graphic Scale b. North Arrow. c. Symbols, abbreviations, and general notes. d. Key Plan, Level (a copy of key plan detail is provided, include key plan detail on sprinkler drawings). B. Section 01700 - Execution Requirements: Procedures for closeout submittals: 1. As -Built fire suppression systems (FP- series) drawings shall be produced using CADD systems. Detailed as -built drawings shall be prepared and submitted to Architect. The drawings shall indicate all information as required for working plans by NFPA 13 and 17A. The drawings shall also show the system as installed including all deviations from the approved shop drawings. 2. Maintenance Data: Include components of system, servicing requirements, Record Drawings, inspection data, replacement part numbers and availability, and location and numbers of service depot. Deliver to Architect. A. Provide warranty in accordance with the General Conditions. B. The Contractor shall further warrant that in the event of the failure of any system or its component equipment items, or the improper functioning thereof, during the period of the warranty, the Contractor shall have available, and on call, competent service personnel for the restoration of all systems and equipment for complete operation. Should the nature of the failure be such as to present an emergency, in the opinion of the Owner, such personnel shall be promptly available, regardless of the hour of the day or the day of the week. Should the failure be such as to fall under the warranty, the cost of the service shall be borne by the Contractor. Otherwise, the Owner will pay therefore at the prevailing rate for such services. C. If service personnel are not promptly available "on call" as required by the warranty, the Owner may employ such personnel as are available to him at the expense of the Contractor. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and protect products to site under provisions of Section 01700. B. Store products in shipping containers and maintain in place until installation. Provide temporary inlet and outlet caps. Maintain caps in place until installation. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 13960 Page 5 KITCHEN HOOD FIRE SUPPRESSION SYSTEM A. All materials shall be as required by applicable codes and standards and must be UL listed or Factory Mutual approved. 2.2 SYSTEM COMPONENTS A. Subject to compliance with requirements, provide pre- engineered wet chemical kitchen hood fire suppression system of the following manufacturer: 1. Ansul Fire Protection. List of Ansul suppliers can be obtained from Architect upon request. B. Substitutions: None allowed. 2.3 DETECTION AND RELEASING DEVICE. A. Automatic Operation of the System shall occur by means of Fusible Links. B. Fusible links shall be located over each protected cooking appliance and in exhaust ducts, supported by bracket / lineage assemblies and connected to a mechanical or pneumatic release mechanism. C. The system shall be provided with a manual release mechanism to be located in the path of egress from the vicinity of the hazard. The mechanism must be activated without use of electrical power and should provide a means of visually inspecting the device for the armed condition. 2.4 CYLINDER AND VALVE ASSEMBLY: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. The extinguishing agent shall be stored in containers constructed of steel, tested, and marked in accordance with applicable Department of Transportation (D.O.T.) requirements and equipped with a safety relief device in accordance with Bureau of Explosives safety requirements. B. The storage containers shall be stored and operated at temperatures between 320 °F (00 °c) and 1200 °F (490 °c). C. A sufficient number of containers shall be provided to protect the entire Hazard Area. D. The container assembly shall be connected to the discharge piping by disconnectable and /or flexible hose and shall be mounted securely in place with brackets. 2.5 DISCHARGE NOZZLES A. Nozzles shall be located in the exhaust duct, plenum, and over each cooking appliance requiring protection. All nozzles to be equipped with self - closing covers or blow -off caps to prevent foreign matter from entering the nozzle and pipe. C. All nozzles shall be designed and installed in accordance with the pre- engineered design parameters. 2.6 PIPING AND FITTINGS MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 13960 Page 6 KITCHEN HOOD FIRE SUPPRESSION SYSTEM B. Fitting used in the system shall be black, malleable iron or steel. C. All cut ends of pipe are to be reamed to remove burrs. D. Dry air or nitrogen shall be blown through the piping prior to installation of the discharge nozzles. E. All piping to be rigidly secured with UL listed pipe hangers. 2.7 EXTINGUISHING AGENT PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. All piping shall be Schedule 40 threaded malleable iron, black pipe, or stainless steel. No cast iron pipe, tubing, or flexible hose connections are permitted in the discharge piping. A. The system shall use an extinguishing agent to be installed in accordance with manufacturer requirements. 3.1 INSTALLATION A. All brackets for attaching pipe hangers to building structure shall be the size and type for the intended use as shown on the provided drawings and acceptable to the structural engineer and in accordance with NFPA 13. B. Furnish and install under this Section all wood members and steel fabrications, other than building structure, required for proper support of piping and equipment. C. All components shall be installed in strict accordance with the fire equipment manufacturer's instructions and within the pre- engineered limits of the system. 3.2 PROTECTION OF WORK A. Protect work from danger of freezing, breakage, dirt, foreign materials, etc., and replace work so damaged. Use every precaution to protect work of others. 3.3 IDENTIFICATION A. Apply signs to manual pull stations and equipment, to identify their purposes and functions. Provide lettering sizes and styles selected by Owner from NFPA's suggested styles. 3.4 CLEANING AND FLUSHING A. Flush entire piping with dry air or nitrogen prior to installation of discharge nozzles. 3.5 FIELD QUALITY CONTROL A. Site Tests - Kitchen Hood Fire Suppression System: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 13960 Page 7 KITCHEN HOOD FIRE SUPPRESSION SYSTEM 1. Final testing shall be conducted only after receipt of the as -built drawings. When tests have been completed and all necessary corrections made, the Owner shall be advised so as to permit final inspection and testing. At the final inspection, a material and test certification shall be provided. The filial tests shall be witnessed by the Owner's designated and the Public Authorities. Calibration certifications for the test gauges within the previous six months from a reputable agency recognized for certifying pressure gauges shall be provided. Kitchen Hood Fire Suppression System shall be in accordance with Building, Fire and Mechanical Codes, NFPA 17A and 96 and Public Authorities requirements. Tests shall include: a. After installation is complete, test heat detection devices for operation. b. Test nozzles for operation and equal distribution of wet chemical agent. c. Once testing is complete, return system to fully charged status and ready for operation. 2. All required tests shall be witnessed by Public Authorities, and Owner. END OF SECTION 13960 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 13960 Page 8 KITCHEN HOOD FIRE SUPPRESSION SYSTEM COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive MG2 # 93- 0440 -20 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 DESCRIPTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15010 MECHANICAL WORK, GENERAL A. Outline of Work: Includes plumbing, piping, air conditioning, ventilation, controls and insulation of mechanical work, as specified in this Division and shown on the drawings. All systems shall be fully adjusted and ready to use. B. Work of Other Trades 1. Drawings do not show complete details of construction. 2. Refer to other drawings for additional details which may affect execution of the mechanical work. 3. Mechanical Contractor to contact and coordinate all utility companies pertaining to the scope of work, including industrial waste as required by jurisdiction. a. Water meter set is to be verified and coordinated, see civil drawings. Verify location and pressure. b. Gas meter and regulator set by the gas company. Verify location, pressure and volume prior to system installation. c. Waste water locations to be verified, see civil drawings. 4. All conflicts to be reported to architect. C. Equipment Furnished by Others 1. Rough -in and connect all equipment furnished by Owner, General Contractor, or Electrical Contractor. 2. Check drawings and specifications for service characteristics and requirements for each piece of equipment. D. General Requirement: Conform to Division L E. Permits, Inspections and Fees 1. Obtain permits and pay fees required by National, State and Local authorities. 2. During its progress, the work will be observed by Architect and by the appropriate inspectors. 3. Present Inspector's certificates of compliance to the Owner. F. Underwriter's Listing Equipment 1. Equipment with electrical components shall bear the Underwriters' Laboratories Inc. label whenever published standards exist. 2. Equipment otherwise shall be certified by the manufacturer as complying with UL standards. G. Intent of Drawings 1. Drawings are diagrammatic and show approximate locations of piping, ducts, fixtures and equipment. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15010 Page 2 MECHANICAL WORK, GENERAL 1.2 OWNER'S ALTERNATES 1.3 SUBMITTALS 1.4 QUALITY A. Submitted Data COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Take measurements from building or site, and verify with related drawings. 3. Report any conflict to Architect prior to proceeding with the work. 4. Failure to follow this instruction shall be considered sufficient cause for Contractor to alter work at his own expense, as directed by the Architect. H. Detail Drawings by Contractor 1. Wherever the Contractor's work requires additional detailing, prepare detail drawings to scale 1/4 " =1 ft., on tracing paper same size as contract drawings; layout and coordinate work with the work of other trades. 2. Such detailing work shall be identified on the drawings as by room number and building column lines. 3. Submit these drawings to the Architect for approval. 4. At completion, include a set of approved drawings with each set of as -built drawings. A. The contractor shall coordinate with the general contractor for the alternates and bid breakdown for "Addition" and /or "Deletion" and /or "Replacement" of items listed in the architectural documents impacting this contractor's bid amount. 1. Submit complete bound brochures giving names of, technical data and required information on each item to be furnished. Reference equipment items corresponding to identification method used on the drawings. Submittal shall be in one Bound Volume indexed by Specification Section (use of multiple volumes will be permitted when volume exceeds I -I /2" thickness). Incomplete or partial submittals will be returned to the contractor unopened for resubmittal as required above. Control Diagrams will be accepted separately. 2. Submit shop drawings and detailed description of items which are not manufactured and which have to be specifically fabricated. 3. Submit five copies each within 21 days after award of contract. Submit on all equipment. 4. As- builts, operating instructions, maintenance manuals and tool list. 5. Pressure vessel certificates. 6. Air balance report. 7. Certificates of completion, two -year guarantee and inspection certificates by goveming authorities. B. List of Manufacturers of Pipe Valves, Fittings, and Specialties 1. Submit list of items identifying each by mfr. and model number. 2. Where more than one manufacturer is listed, advise architect within 21 days after award of contract. A. Standards: Perform all work in accord with the following codes: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Local plumbing, mechanical and Building Codes. 2. Applicable Energy Code. 3. American Gas Association. 4. National Electrical Code. 5. National Fire Protection Association. 6. All authorities having jurisdiction. SECTION 15010 Page 3 MECHANICAL WORK, GENERAL B. Quality: Materials, products and equipment furnished and installed by the Contractor shall be furnished and installed in strict accordance with all governing codes and ordinances, must be new and of first quality, in line with the best current practices, and as further specified. C. Quantity: Items of any one classification used in quantity, such as air handling units, fans, pumps, accessories, valves, specialties, cleanouts, drains, fittings, etc., shall be products of one manufacturer only, and used only for services recommended by manufacturer. D. Approvals: Approval of manufacturer's name or project by architect does not relieve Contractor of responsibility for providing materials and equipment which comply with the detail requirements in contract documents. Contractor assumes responsibility for equipment submitted fitting in available space as indicated by drawings. E. Workmanship: If the Architect judges any portion of the work to be unsatisfactory, or left in rough unfinished condition, Contractor, at his expense, shall remove and reinstall all such work, patch and paint surroundings satisfactory to Architect. 1.5 ELECTRICAL WORK A. Control Wiring: The General Contractor must notify his HVAC and Electrical Subcontractors of the information listed below. In order to properly support Costco and insure proper coordination between Trades, the General Contractor shall take note of the following items of responsibility. 1. The Trane Company will be responsible for mounting and wiring of the Tracer panel, photocells, AC rooftop unit sensors, differential pressure switches, thermostats, and Tracer wiring to building pulse meter, (when required). The Trane Company will confirm proper wiring terminations at the Tracer panel and external control devices. The Trane Company will furnish and install all conduit for all control wiring, and low voltage, where required by local electrical codes. Functional checkout of these items will be done at startup by the Trane Company. 2. Installation of optional field installed equipment, (i.e. economizers, relief hoods, oversize motors, flue vent caps and TIM -E modules) is by the Mechanical Contractor. 3. The Mechanical Contractor is responsible for the following: To provide all equipment scheduled on plans for controls with wall switches, thermostats, interlocks or time clocks. The mechanical contractor shall provide all necessary controls and control wiring to make each system complete and operable. This includes exhaust fans, radiant heaters and air doors. 4. The Electrical Contractor is responsible for the following: Mounting and field wiring to Lighting Control Panels, entrance push- button, and all power wiring to the Trace, and LCC panels. Also, when required, power wiring to field mounted TIM -E panels. Functional checkout of these items will be done at startup by the Trane Company, Service: service and disconnect switches for mechanical equipment will be MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15010 Page 4 MECHANICAL WORK, GENERAL B. Fire /Security Alarm System: New Projects: Fire Alarm Contractor shall furnish smoke detectors to the Mechanical Contractor. Mechanical Contractor shall install smoke detectors. Smoke detector activation shall de- energize all air- moving equipment and shall provide a set of contacts to activate the fire alarm system. Wiring from smoke detector contacts to fire alarm system shall be provided by the Fire Alarm Contractor. Wiring from the smoke detector to the unit (unit shut down) is by Mechanical Contractor. Provide smoke detectors, as required authority having jurisdiction, and local fire building codes. Remodel Projects: The Mechanical Contractor shall furnish and install smoke detectors to make system complete and operational. Mechanical Contractor shall verify existing voltage at fire alarm panel and match building system in place. Wiring from the smoke detector to the unit (unit shut down) is by Mechanical Contractor. Provide smoke detectors, as required authority having jurisdiction, and local fire building codes. furnished and installed by Electrical Contractor. Motors will be wired by Electrical Contractor. Flexible conduit limited to short runs to equipment subject to vibration, i.e. motors, fans. 5. All electrical power, gas piping, external wiring, Tracer and interface panels must be installed and operable prior to notification of the Trane Company. 6. Notify Seattle Trane Company (425- 643 -4310) at least two weeks in advance of the required startup date. Included in Section 15850 as Appendix #1 are installation checklists to help coordinate field installation requirements. General Contractor shall complete and forward the checklists to the Architect and Seattle Trane Company at the time of two -week advance notice. If prestartup work is not completed prior to requesting startup, General Contractor shall be responsible for any and all costs associated with rescheduling startup. 7. Complete startup, checkout, and Owner training are the responsibility of the Trane Company. The local Trane Company will do HVAC equipment startup. The Seattle Trane Company will coordinate the Tracer startup, and Owner /Contractor training with the local Trane Company. Tracer startup is typically done after HVAC equipment has been checked out. 8. After startup and checkout is complete, the warranty and maintenance responsibilities are as specified in the Contract Documents. All labor warranty is the responsibility of the installing Contractor. Notify Seattle Trane Company of any warranty work to be performed. C. Motors and Control COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Motors: for all motors 3/4 hp and over provide a magnetic starter having thermal overload - under voltage protection and push button station. For fractional hp motors not required to have magnetic starters, provide a motor starting switch (manual starter) having built -in thermal overload protection devices to suit Code requirements. Use type with pilot light where switch is remote from motor. Verify motor characteristics with Drawings. 2. Control: Provide all relays or other control devices necessary to accomplish control functions described. D. See Section 15050 for Motor, Motor Control specification. E. Equipment: All electrical equipment furnished under this section of the Specifications shall be in strict accordance with the National Electric Code and shall conform to standard accepted trade practices. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TE! # 08-299 Tukwila, Washington 98188 . Issued For Permit Printed on 10/20/08 1.6 ABBREVIATIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15010 Page 5 MECHANICAL WORK, GENERAL Arch. Architect or representative ADC Air Diffusion Council AGA American Gas Association AMCA Air Moving and Conditioning Association ANSI American National Standards Institute. ARI Air - Conditioning and Refrigeration Institute ASHRAE American Society of Heating, Refrigerating and Air - Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWWA American Water Works Association approx. approximate(Iy) CISPI Cast Iron soil Pipe Institute as shown as shown on the drawings concealed built into the construction and not exposed.to view c.p chromium plated (over nickel) const. construction contr. contractor deg. degrees Fahrenheit dia diameter dwgs drawings galv. galvanized hot dip galv galvanized after fabrication mfr. manufacture, manufacturer max maximum min minimum MSS Manufacturers Standardization Society NFPA National Fire Protection Association NEMA National Electrical Manufacturers Association per according to, in accordance with provide furnish and install PDI plumbing & drainage institute psi pounds per square inch gage pressure UL Underwriters Laboratory w.g. water gage (inches of water) w.p. working pressure WOG working water, oil & gas pressure CWV combination waste and vent system 1.7 AS- BUILTS, OPERATING INSTRUCTIONS, MAINTENANCE MANUALS AND TOOLS A. As- builts: Furnish one set of as- builts to Architect. B. Operating Instructions: Provide three sets of approved operating instructions. C. Maintenance Manuals: Provide three sets of approved maintenance manuals with name, address and 24 -hour phone number of firm responsible under warranty. D. Control Diagrams: Provide control diagrams with control sequence and date of warranty. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15010 Page 6 MECHANICAL WORK, GENERAL E. Tools: Furnish in conformance with the General Conditions. 1.8 STORAGE OF MATERIALS: Make necessary provisions for storing materials at site, to prevent damage or corrosion of materials which are to be incorporated in work. 1.9 CUTTING AND PATCHING: Cutting and patching shall be kept to a minimum; if required, all patching shall produce results which conform to specifications for new general construction work. Finish to match adjacent work. See Division 1. 1.10 EXCAVATING AND BACKFILL: Mass excavating to approximate building levels will be carried out under the architectural specification. Excavating trenches for installation of piping to proper grade and backfill after installation of pipes. See Division 2. Contractor is cautioned not to disturb soil below elevation of adjacent footings without Architects permission. Do not lay piping directly on rock encountered in excavation. Remove rock 8" below grade of pipe and place clean earth in bottom of ditch to level of pipe grade. Remove all foreign material and debris before backfilling. Backfill with clean material. Use mechanical compaction, compacting backfill in manner and to density as approved by Architect. 1.11 MEASUREMENTS: Verify space availability by field measurement prior to submitting shop drawings for approval. 1.12 ROUGHING -IN DIMENSIONS: Obtain roughing -in dimensions for equipment from approved shop drawings or actual equipment measurements. 1.13 MANUFACTURER'S INSTALLATION DETAILS: Follow where furnished; provide valves or special fittings required, if manufacturer's details are in conflict with design drawings, notify Architect for resolution. 1.14 ACCESSIBILITY: All equipment requiring periodic servicing or repairs shall be installed in a manner and location to be readily accessible for such maintenance or repairs. Otherwise, obtain Architect's approval of location. 1.15 PROVISION FOR LIGHTING FIXTURES: In laying out duct and piping work, allow space for light fixtures. If interference occurs, move the piping or ducts. 1.16 OPENINGS IN PIPES AND DUCTS: Keep closed during construction. 1.17 REJECTED MATERIALS: Remove all materials which are damaged, or have been.rejected from the site. 1.18 OPERATION OF EQUIPMENT AND SYSTEMS: Contractor is responsible during all periods of balancing and testing. Provide temporary utilities as required. 1.19 TESTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Testing and Demonstration: Perform all hydrostatic tests required in codes and ordinances, as well as demonstrating operation of equipment, each test witnessed by Architect. Give sufficient notice before performing such tests. Additional tests are required under Balancing and Testing. B. Cooling and Heating System Tests at later season: if work is completed during the heating season, perform final tests of cooling equipment the following summer; if completed during summer, perform test of heating system the following winter. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 1.20 INSTRUCTION PERIOD FOR OWNER'S PERSONNEL COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15010 Page 7 MECHANICAL WORK, GENERAL A. Scope: Following installation of mechanical equipment and prior to acceptance of mechanical work, representatives of installation tradesmen shall conduct demonstrations and instruction periods to point out locations of servicing points and required points of maintenance to Owner's representatives. Work shall be done during the time balancing and testing work is being performed. B. Contractor's Representatives: Instructors shall be qualified foremen or superintendents from the trade involved; except Temperature Control Systems which shall be the engineer who performs testing and adjustment; with substantial experience on this project. Their qualifications shall be submitted before conducting the instruction, if requested by Architect. C. General Description of Instruction Periods: Each period shall include preliminary discussion, and presentation of information from maintenance manuals with appropriate references to drawings; followed by tours of building areas explaining maintenance requirements, access methods, servicing and maintenance procedures, equipment cleaning procedures, temperature control settings and available adjustment. D. Scheduling of Instruction Periods: Notice of Contractor's readiness to conduct such instruction and demonstration shall be given to Architect at least 2 weeks prior to instruction periods, and agreement reached as to date at which instruction periods are to be performed. Receive approvals of proposed data prior to making final arrangements. 1.21 CERTIFICATIONS A. Completion of Work: Provide written certification that Contractor has fully completed work in strict accordance with plans and specifications and requesting final inspection (10 -day notice). B. Materials and Workmanship Warranty: Provide written certification that Contractor will replace all materials and workmanship that prove defective for two -year after date of acceptance. C. Inspection: Provide written certification of inspection from the governing building authority, stating that all work has been inspected, accepted and approved as complying with existing governing ordinances and codes. END OF SECTION 15010 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15010 Page 8 MECHANICAL WORK, GENERAL COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 PART2 PRODUCTS PART 3 EXECUTION 3.1 EXISTING CONDITIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15020 DEMOLITION & REMODELING WORK INCLUDED: Existing HVAC & PLUMBING is to be altered as shown on the drawings and /or as directed by the architect. Plan is general in nature and does not show all existing conditions or demolition work. This contractor shall coordinate with all other trades and disconnect/reconnect, extend /relocate, remove or alter, all existing mechanical equipment and piping required to facilitate work in remodel areas. Coordinate with general contractor and Architect for details prior to bid. 1.2 INSPECTION: Prior to submitting his bid, the M.C. shall inspect the existing facility and thoroughly familiarize himself with all conditions which may affect his contract. Determine plumbing, HVAC, piping, duct work and other misc. items effected by this work. The on -site inspection called for here shall be carried out sufficiently to afford the Contractor with information necessary to include in his bid the cost for all items involved in this project or required for completion of his work. Failure to follow these instructions shall be considered sufficient cause for this Contractor to provide necessary equipment at his own expense, as directed by the Engineer. 1.3 CUTTING AND PATCHING: Cutting and patching shall be kept to a minimum; if required, all patching shall produce results which conform to specifications for new general construction work. Finish to match adjacent work. 2.1 EXISTING MATERIALS: All materials which are a part of the building shall remain the property of the Owner. 2.2 EXISTING MATERIAL RE- INSTALLED: Existing materials and equipment that are removed as a part of the work or stored in surplus may be reinstalled as a part of the new system subject to approval of conditions suitability by the Architect/Engineer. The requirements of the specifications (i.e. installation, warranty, testing, etc.) shall apply as if the materials were new, supplied by the Contractor. 2.3 EXISTING MATERIALS NOT TO BE RE- INSTALLED A. In coordination with the Architect/Engineer, these materials shall be made available for his inspection and decision as to whether the Owner will retain possession. Items selected for retention shall be delivered to a location on the premises selected by the Owner and turned over to him, take reasonable care to avoid damage to this material. If the Contractor fails to conform to this requirement, he shall purchase and turn over to the Owner replacement materials of like kind and quality. B. All material not selected for retention by the Owner and debris shall be disposed of by the Contractor. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15020 Page 2 DEMOLITION & REMODELING A. Examine the structure, building, and conditions under which Division 15 work is to be installed for conditions detrimental to proper and timely completion of the work. Do not proceed with work until deficiencies encountered in installation have been corrected. B. Report any delay or difficulties encountered in installation of Division 15 work which might be unsuitable to connect with work by other Divisions of this Specifications. C. Failure to report conditions shall constitute acceptance of other work as being fit and proper for the installation of Division 15 work. 3.2 DEMOLITION A. Plumbing, mechanical equipment, ductwork and piping (exposed) no longer of service as a result of this contract shall be removed. COSTCO WHOLESALE Dell /Dish Prep /Rotisserie Remodel B. Prior to disconnecting or altering any piping or ductwork contractor shall determine areas or devices served by it, and repipe as required to retain system continuity as necessary. 3.3 CLEAN UP: Remove all debris from the site and dispose of at Contractor's expense. Leave the site in a neat and orderly condition to the approval of the Architect. END OF SECTION 15020 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 DESCRIPTION A. General: Provide motors, mounting accessories, painting, color banding, expansion shells and bolts, steel channels, vibration isolation and miscellaneous other basic materials. B. General Requirement: Conform to Division 1. 1.2 SUBMITTALS: Items for which submittal requirements specified elsewhere apply are as follows: A. Shop drawings 1. Ceiling hanger installation 2. Vibration isolation bases or frames 3. Equipment Base Installation Drawings 4. Information 5. Equipment Supports 6. Pumps and Air Handling Units Installation 7. Sleeves Installation B. Product Data 1. Motors 2. Beam Attachments 3. Ceiling hangers 4. Vibration Isolation Mountings and Seismic Restraints 5. Nameplates and Valve Tags 6. Thermometers and gages 7. Paint C. Certificates COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Pressure Vessels 2. Inspections SECTION 15050 BASIC MATERIALS AND METHODS PART 2 PRODUCTS & MATERIALS 2.1 MATERIALS AND FABRICATED ASSEMBLIES A. Structural steel for supports: ASTM A36 1. Galvanize members installed in fan plenums or areas of high humidity or condensation, and outside. 2. Furnish other members with shop coat of red lead primer. 3. Shop fabricate for field assembly using bolts. 4. Minimize field welding. 5. Retouch primer after field welding. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15050 Page 2 BASIC MATERIALS AND METHODS 2.2 MOTORS B. Rain Hood and Flashings 1. Stainless steel: Minimum 20 Ga. 2. Sheet lead: 8 LB /SF minimum. 3. Sheet copper: 24 OZ/SF. C. Access doors, panels and frames: Style and type as required for material in which installed. 1. Size: 12x12 inch minimum, as indicated, or as required to allow inspection and removal of items served. 2. 14 Ga. minimum sheet metal, cadmium - plated or galvanized after fabrication. 3. Key lock, keyed alike, for panels in public areas. Primer painted. 4. U/L labeled when in fire -rated construction. 5. Acceptable manufacturers: Inryco /Milcor; Ventfab; American Warming; and Potter - Roemer. 6. Provide in walls, floors, and ceilings to permit access to all equipment and piping requiring service or adjustment. D. Drain Pans: 16 Ga. minimum, galvanized steel or black steel bonderized and painted. 1. Provide satisfactory drainage with outlet connection not less than 1 -1/2 inch pipe or tubing. Locate outlet to insure complete drainage of pan. 2. Insulate with not less than 1/2 inch rigid, water impervious insulation of sprayed or foam -in -place type. 3. Provide drain line from drain pan to nearest floor drain or as indicated. 4. Provide in each coil unit. E. Equipment Guards COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Use suitable structural frames with minimum 12 Ga., 3/4 inch galvanized mesh, or expanded metal mesh. 2. Attach to equipment by removable clips and bolts with wiring nuts, or other approved connectors. 3. At belts, provide opening for measuring RPMs. 4. Provide at all belts, couplings, moving machinery and equipment in accord with OSHA. A. General: Motors shall conform to the following unless noted otherwise. B. Design and Construction: Unless otherwise specified, electric motors and enclosures covered by this specification shall conform to the applicable definitions and requirements of NEMA MG1 "Motors and Generators." (Application for copies should be addressed to the National Electrical Manufacturers Association, 155 East 44th Street, New York, NY 10017.) C. Nameplates: Provide with a readily visible nameplate containing the information required in NEMA MG1. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 G. Service Factor: Not less than 1.1 NEMA Standard. 2.4 SLEEVES 2.5 EXPANSION SHELLS AND BOLTS 2.6 FORMED STEEL CHANNELS AT SLAB COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE SECTION 15050 Page 3 BASIC MATERIALS AND METHODS D. Manufacturer: Mfr.: General Electric, Westinghouse, Allis- Chalmers, Goulds or U.S. Motors, high efficiency equal to Goulds "E" plus or G.E. "Energy Saver ". E. One -third HP and smaller: Single phase capacitor type unless noted otherwise; 120 volt or 115/230 volt nameplate rating. F. One -half HP and larger: Three - phase, single speed induction type. Nameplate inscription 200/230/460 volt unless otherwise noted, shall be suitable for operation at 480 volts. H. Construction of Motor frames: In general, open drip - proof; for motors exposed to the weather, total enclosed or epoxy encapsulated as applicable for the service. I. Service Conditions: All equipment shall be designed and built for long, trouble -free life in industrial service and be capable of operating successfully under the following . application conditions: 1. 40C maximum ambient temperature 2. 3,300 ft. maximum altitude 3. Voltage variations to plus or minus 10% of nameplate rating. 4. Frequency variations to plus of minus 5% of nameplate rating. 5. Combined voltage and frequency variations to plus or minus 10% total, as long as frequency does not exceed plus or minus 5 %. 2.3 MOTOR CONTROL EQUIPMENT: Motor control equipment is specified in the electrical work specification; unless specified herein or noted otherwise. For coordination, refer to electrical drawings and specifications. Motor control specified in Division 15 shall be provided with the mechanical equipment and meet the requirement of Division 16, Electrical. A. General: Shall be Schedule 40 black or galv steel pipe with unthreaded ends where piping passes through any floor slab. Other sleeves sheet steel as factory made sleeves or Miracle or Adjus -to -Crete mfr., or Sinco wall /slab sleeves. B. Sealant: Provide per Section 07920, Sealants; use silicone Rubber Base Sealant - One Component. A. Expansion Shells for Rod Hangers: Phillips self - drilling anchors, Gregory "Bulldog" Omark "Drill Anchors ", or Fastite shells, in holes drilled in structural concrete. B. Expansion Bolts for Equipment: USM "Molly Parabolt ", or McCullough "Kwik- Bolt" in holes drilled in concrete. A. Channels: 12 gage min. 1 -3/8" x 1 -5/8" min. cross - section size; Uni- strut, Powerstrut, Storack, or Eristrut. 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15050 Page 4 BASIC MATERIALS AND METHODS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Locations of Channels: Neat and workmanlike, parallel to walls; max. spacing 5 ft. on centers in general, measured along the length of the pipe. C. Attachment of Channels to Slab: Attach to inserts in slab on 36" max. spacing, with one attachment to embedded insert within 3" of end of each channel. D. Attachment of Hanger to Channels: Provide mfr.'s standard locking type inserted nuts, or same mfr. as channel, and attach hangers thereto. 2.7 WELDING TO BUILDING STRUCTURAL MEMBERS: Not allowed except as shown or noted on the drawings. 2.8 VIBRATION ISOLATION MOUNTINGS AND SEISMIC RESTRAINTS A. General: Provide as specified under equipment sections of these specifications. B. Manufacturers: Vibration isolation mountings shall be as manufactured by Amber /Booth, Consolidated Kinetics, Vibration Eliminator Co., Vibrations Mountings Inc., Korfund, Mason, or approved equal. C. Type: Spring isolation shall be of the stable spring type, housed or unhoused with or without rubber inserts as indicated. Provide a 1/2" thick pad of waffle type rubber damper material between the mount and the bearing surface. Spring shall be sized per manufacturer's recommendations. Provide anchor bolts for each mounting. Seismic restraint may be integral with the spring mount or provided as a separate snubber assembly, as required. D. Exceptions: Unitary equipment with internal isolators for all rotating equipment meeting the requirements of this specification requires no additional isolation; except, where floor or curb mounted, provide a 1/2" thick pad of waffle type rubber damper material between the unit and the bearing surface. 2.9 NAMEPLATES AND VALVE TAGS: A. Nameplates: Make of laminated black plastic with lettering cut through to white background. (Plastic strips with raised letters made by a marking device are not acceptable.) B. Valve Tags: Shall be of 0.030 " thick brass or stainless steel 1" x 2-1/2" size; shall state the service and destination of the line controlled. Tag inscriptions shall be made with a lettering device; 5/16" high cut lettering. Laminated plastic tags, construction similar to nameplates, will also be acceptable. 2.10 PIPING IDENTIFICATION A. Piping throughout the building shall be identified with W.H. Brady Co. B -946, or approved equal, meeting or exceeding ANSI A13.1 -1981. Pipe markers shall consist of an arrow in direction of flow, color, and wording as indicated in the following schedule. Stencils shall be visibly located and spaced on maximum 20' -0" centers for long straight pipe runs. B. Color Code: In accordance with the following standards: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15050 Page 5 BASIC MATERIALS AND METHODS SERVICE Domestic Cold Water Domestic Hot Water Domestic Hot Water Circulating Condensate Lines Gas Piping COLOR Blue Red Red Green Yellow STENCIL C.W. H.W. H.W.C. C. GAS 2.11 SPECIAL MAINTENANCE MATERIALS: For equipment requiring frequent replacement of maintenance materials, such as filters, lubricants, etc., provide a 3 -month supply to the Owner, together with grease guns or other application devices and instructions. Submit list of equipment and required maintenance materials and frequency of service to architect for approval. 2.12 PIPE THERMOMETERS A. General: Locally mounted temperature indicators shall be bi- metallic thermometers with five -inch dial, corrosion -and weather -proof case, 316 stainless steel stem, and suitable for back - mounting in standard thermowells. Range shall be 30 -130 deg F for cold water and 0 -250 deg F for hot water; otherwise to suit service. Accuracy shall be + 1% of range. B. Location: If necessary for operating visibility, or in vibrating service, a dial thermometer with filled thermal system of sufficient capillary tubing length shall be used. C. Installation Limitations: Thermowells shall have two -inch lagging extension where installed on insulated piping. D. Manufacturers: Temperature indicators shall be industrial grade: American, Ashcroft, Palmer, Trerice, Weksler or approved equal. 2.13 PRESSURE GAGES A. Pressure gages: ANSI B40.1 -1974 Grade A. 1. Provide as indicated. 2. Acceptable manufacturers: Ashcroft; U.S. Gage; Trerice; American; March; Duragage; and Weksleer. 3. Run one - quarter inch hard temper copper tubing from gage with a 1/4 inch angle shutoff valve to its respective pipe connection. B. Calibration: Properly calibrate and zero all gages at job site for pressure head and temperature in accord with manufacturer's instructions. C. Size: Unless code requires otherwise, provide pressure gages with 4 -1/2 inch dial, surface or flush type as required, with white faces, black numerals, black pointers, bronze bourdon tubes. D. Pressure gage characteristics Range PSIG Fig Interval PSIG Inter. Graduations PSIG Domestic 0 -150 20 2 Compressed air 0 -150 . 20 2 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15050 Page 6 BASIC MATERIALS AND METHODS PART 3 EXECUTION E. Service: Use pressure gages suitable for service intended. Install siphons in accord with gage manufacturer's recommendations and best practices of trade. 3.1 MOTORS: Install motor per manufacturer's recommendation and properly align with driven device. 3.2 CONTROL WIRING: Install per current National Electrical Code and Division 16, Electrical. 3.3 INSTALLATION OF PIPE SLEEVES COSTCO WHOLESALE Defi /Dish Prep /Rotisserie Remodel A. General: Provide pipe sleeve where pipe passes through wall or floor and at other locations indicated. Sleeves through floor should project 1 -inch above finished floor. B. Diameter: Provide minimum of 1/2 inch radial clearance beyond pipe and pipe plus insulation, where required. Extend sleeve full thickness of wall or floor. C. Installation: Set sleeves in place prior topouring of concrete in new construction; core drill and grout sleeves in place for unit masonry construction and existing construction. Fasten sleeves to wood forms with centered lag screws or nails. Attach sleeves to metal forms with Kalon type "U" drive screws and sheet metal clips. D. Sealing: Where pipes pass through fire -rated walls, or floors, place fire caulking material, in accordance with UL 1479, between pipe and pipe sleeve for full length of sleeve to maintain fire rating. Where pipes pass through non -rated walls or floors, caulk space between pipes and pipe sleeves with oakum and caulk both ends with non - hardening silicone construction sealant. Where pipes pass through walls below grade, provide compression seal as indicated. 3.4 EXPANSION SHELLS AND BOLTS: Expansion shells and expansion bolts shall be used only where shown to hang piping or equipment from concrete slabs or walls. 3.5 FORMED STEEL CHANNELS AT SLABS A. Scope: At locations shown, and also wherever groups of these pipes or more in a 24" width are suspended from slabs, provide formed steel channels bolted to concrete inserts embedded in slab; length to extend across all pipes and 6" beyond outermost pipes; and suspend hangers for piping from these channels. B. Locations of Channels: Neat and workmanlike, parallel to walls; spacing 5 ft. on centers in general, measured along the length of the pipe. C. Attachment of Channels to Slab: Attach to inserts in slab on 36" max. spacing with one attachment to embedded insert within 3" of end of each channel. D. Attachment of Hangers to Channels: Provide manufacturer's standard locking type inserted nuts, of same manufacturer as channel, and attach hangers thereto. 3.6 VIBRATION ISOLATION MOUNTINGS AND SEISMIC RESTRAINTS: Vibration isolation mountings and seismic restraints shall be provided for all rotating machinery, as shown. Install mountings and anchor bolts. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 3.7 NAMEPLATES AND VALVE TAGS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15050 Page 7 BASIC MATERIALS AND METHODS A. Nameplates: Provide for all equipment, except equipment upon which name has been painted (See 3.8 below). Include air conditioning units and exhaust fans furnished by owner. B. For all air conditioning units and exhausts fans, provide label with unit number as noted on the mechanical plans on the exterior of each unit and inside of building located on the ductwork. Labels should be in 6" block lettering in black color and located where easily visible from the roof hatch. C. Valve Tags: Provide wherever the destination or identity of the line is not visible from the valve; fastened with chain to the valve stem. 3.8 PAINTING OF NAMES OF EQUIPMENT: Lettering shall be done by stenciling; shall be proportional to the size of the equipment and in contrasting color. Generally, 2" high letters will be the max. requirement. 3.9 EARTHWORK A. Scope: Do all earthwork required for the installation of mechanical work in the ground. B. Excavation: Do as necessary for the installation of the work. C. Trench Excavation: Trenches shall be of the necessary width for proper laying of pipe, with banks as nearly vertical as possible. Trench bottoms shall be accurately graded to provide uniform undisturbed bedding for each section of pipe, along its entire length. The holes and depressions for joints shall be formed after trench bottom has been graded. Provide temporary pumping equipment to keep the excavation free from water. Pipe bedding in rock excavation shall consist of not less than six inches of sand or equivalent material. D. Bracing and Shoring: Bracing and shoring shall be provided. E. Backfilling: Backfill trenches only after completion of pressure tests and inspection by the Architect. Fill spaces between pipe and sides of trench by hand, shovel tamped in place. Cover in 6 -inch layers to thickness of 12 inches over top of pipe. Fill and tamp remainder of backfill material in 1 foot layers. Backfill materials generally shall be dean earth or sand relatively free of clods or stones. For sewer and water piping, use pea gravel under, around and to 6 inches above top piping. Gas and water piping shall be the same except that sand shall be used instead of pea gravel. In addition, wherever paving or future paving is indicated over backfill, the remainder of the backfill shall be granular subgrade backfill material (Butler fill). F. Compacting: Compacting shall be performed individually, for each layer of 6" max. loose thickness of backfill. Where roadway or parking area surfaces are to be placed over backfill, it shall be placed at a moisture condition which will produce max. density; elsewhere, 90 %. Measurement in accordance with Method D of AASHTO Standard T -180. G. Surplus Earth: Contractor shall dispose of surplus earth. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15050 Page 8 BASIC MATERIALS AND METHODS 3.10 BURIED PIPING: Wherever any piping is to be installed in areas which have been excavated below pipe inverts, for any purpose, install the piping in compacted backfill. Do not install the piping until the backfill is at specified compaction has been completed up to a level of 18" or more above the level of the installed pipe; then, the piping shall be installed in trenches which have been re- excavated through the backfill. 3.11 FOUNDATIONS, SUPPORTS, PIERS, ATTACHMENTS, ROOF CURBS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel I. Clean -up: Leave premises thoroughly clean at completion. H. Barricades: Barricades, construction signs, torches, red lanterns and guards, as required, shall be placed and maintained during periods of open excavation as necessary to protect persons from injury and to avoid property damage. A. Contractor shall furnish and install all necessary foundations, supports, pads, bases, roof curbs and piers required for all mechanical equipment, piping, tanks, ducts and for all other equipment furnished under this contract, and shall submit drawings to the Architect/Engineer for approval before purchase, fabrication or construction of same. B. For rotating machinery, and for all equipment where foundations are indicated, furnish and install concrete pads as shown. All pads shall be extended 6- inches beyond machine base in all directions with top edge chamfered. Inset 6 -inch steel dowel rods into floors to anchor pads. Shop drawings of all foundations and pads shall be submitted to the Architect for approval before same are constructed. C. Construction of foundations, supports, pads, bases, and piers where mounted on the floor, shall be of the same materials and same quality of finish as the adjacent and surrounding flooring material. D. All equipment, unless shown otherwise, shall be securely attached to the building structure in an approved manner which conforms with all applicable codes. Attachments shall be of a strong and durable nature and any attachments that are, in the opinion of the Architect/Engineer, not strong enough shall be replaced as directed. E. All roof curbs shall have flashing and counter flashing for water resistance. 1. Place 2" thick 1 Ib. density fibrous glass blanket on roof deck exposed within curb for all power driven equipment and provide continuous cover of 1 Ib. lead on the blanket; lap seam approximately 3" plus or minus. 3.13 EQUIPMENT INSTALLATION A. General: Necessary supports shall be provided for all equipment, appurtenances and pipe as required; these include frames or supports for pumps, air handling units, and fans. B. Equipment Supports: Equipment shall not be hung from concrete floors; provide hangers from structure as required; span between structural members with additional structural steel as required to mount equipment in locations shown. C. Pumps and Air Handling Units Installation: Provide isolation from building structure by means of isolation pads; include machine and floor or foundation fastenings; set equipment on concrete pads. Provide equipment base drawings, bolt - setting MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 3.14 TEMPORARY HEAT A. Make heating system available and operable as early as practicable for temporary heating of the building. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15050 Page 9 BASIC MATERIALS AND METHODS information, and anchor bolts for all floor mounted equipment. Provide steel shims and grouting under each base mounting point. B. Do not operate ventilating system for temporary heating without filters installed. C. Install temporary filters over return air intakes and in equipment. Mechanical Contractor shall be responsible for clean ductwork. Filters shall be formed from continuous section of 2" roll filter media tied securely over unit or equipment intake and over return air intake. The unit's standard filter can be used as temporary and must be checked, cleaned and replaced periodically during construction and shall be replaced with new for final acceptance. END OF SECTION 15050 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15050 Page 10 BASIC MATERIALS AND METHODS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15250 INSULATION PART1 GENERAL 1.1 DESCRIPTION A. General: Provide insulation required for piping system, ductwork, equipment and accessories. B. General Requirement: Conform to Division 1. 1.2 SUBMITTALS: Items for which the submittal requirements, specified elsewhere, apply are as follows: A. Product Data: All materials. B. Certificates of Compliance: Insulation. '1.3 APPLICABLE PUBLICATIONS: The most recent edition of the publications listed below form a part of this specification to the extent indicated by the references thereto. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel ASTM E84 "Surface Burn Characteristic of Building Materials" NFPA 255 "Building Materials, Tests of Surface Burning Characteristics" UL 723 'Test Hazard Classification of Building Materials" ASTM E96 'Test for Water Vapor Transmission of Materials" ASTM D -781 'Test for Paperboard Puncture" (Beach Puncture) ASTM D -774 "Burst Strength of Paper Test" (Mullen Burst) NFPA 90A "Air Conditioning and Ventilating Systems" ASTM C177 'Test for Thermal Conductivity of Materials by Guarded Hot Plate" 1.4 FIRE RESISTANCE A. Ratings: Insulation tape, adhesives, vapor barrier materials and jackets shall have a flame spread rating of not more than 25. Smoke developed ratings shall not exceed the following: 1. Fiberglass with all service jacket, not more than 50. 2. Phenolic Foam with all service jacket, not more than 50. 3. Closed Cell Elastomeric Insulation, 1" thickness or less, no jacket, not more than 270. 4. Continuously molded Rigid Urethane Foam, with all service jacket, not more than 200. 5. Other insulation items not exempted from fire resistant ratings: smoke developed rating not more than 50. Ratings shall be developed by testing in accordance with NFPA 255, ASTM E84 and UL 723. B. Factory/Field Applied Items: Materials that are factory applied shall be tested as . assembled. Materials that are field applied may be tested individually. UL label or listing or satisfactory certified test report from an approved testing laboratory will be required to indicate compliance with the preceding paragraph. Flameproofing treatments subject to deterioration are not acceptable. C. Exempt Items: The following materials are exempt from Fire Resistant Rating: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15250 Page 2 INSULATION 1. Nylon duct insulation anchors 2. Treated wood insulation inserts 3. PVC fitting and valve covers 1.5 THICKNESS: The normal thickness of insulation given is the thickness of the basic block insulating medium and does not include the finishing coats. 1.6 PROOF OF COMPLIANCE: Proof of approval of materials shall be delivered to the Architect. This approval shall incorporate approval of Underwriters Laboratories and other authorities having jurisdiction as well as certified performance guarantees. 1.7 GENERAL REQUIREMENTS: Conform to Division 1 of these specifications. PART2 PRODUCTS 2.1 FIBERGLASS PIPE INSULATION: Fiberglass pipe insulation suitable for pipe temperature from -60 deg F to 500 deg F; one piece type with only one longitudinal joint. Thermal conductivity not greater than 0.27 BTU per square foot per deg F per inch of thickness at 100 deg F, 0.30 BTU per square foot per deg F per hour a per inch of thickness 200 deg F and 0.40 BTU per square foot per hour at per inch of thickness 300 deg F.. As manufactured by CTM (CertainTeed Manson) or equal. Provide factory applied all service jacket. 2.2 .PHENOLIC FOAM PIPE INSULATION: Continuously molded, chemically neutral phenolic resin pipe insulation suitable for pipe temperatures from -40 deg F to 250 deg F; one piece type with only one longitudinal joint. Thermal conductivity not greater than 0.22 BTU per square foot per deg F per hour per inch of thickness at 40 deg F mean temperature and 0.23 BTU per square foot per deg F per hour per inch thickness at 75 deg F mean temperature. Provide factory applied all service jacket. 2.3 CLOSED CELL ELASTOMERIC PIPE INSULATION: Closed cell elastomeric pipe insulation suitable for pipe temperatures from -20 deg F to 180 deg F. Thermal conductivity not greater than 0.26 BTU per square foot per deg F per hour per inch of thickness at mean temperatures of 75 deg F to 90 deg F. Finish with elastomeric insulation finish in exposed areas. 2.4 JACKETS FOR PIPE INSULATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Factory Applied All- Service Jacket: White Kraft paper outer surface bonded to aluminum foil vapor barrier, suitable for painting. Kraft paper permanently treated for fire and smoke safety and to prevent corrosion of the foil. Factory applied pressure sensitive closure system for permanent seal of laps and butt strips. Physical characteristics as follows: 1. Water Vapor Permeability (ASTM E96) 0.02 perm 2. Breach Puncture (ASTM D -781) 50 oz. in /in tear 3. Mullen Burst (ASTM D -776) 70 psi B. Jacket For Pipe Insulation Exposed to Weather: Provide PVC fitting covers & PVC .020" thick PVC jacketing for insulation exposed to weather. Fitting covers and jacketing shall be Knauf 25/50 rated proto PVC, or approved, installed in strict accordance with manufacturer's recommendations for outdoor piping insulation. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 2.5 LAVATORY INSULATION KITS (N /A) 2.6 INSULATION OF FITTINGS AND VALVES 2.7 DUCTWORK INSULATION: Fiberglass flexible blanket with foil- scrim -kraft facing. Thickness as scheduled under 15250 part 3. 2.8 DUCT LINING: Lining to cover all four interior sides; glass fiber, John - Manville "Micro - Coustic" or Pittsburgh Plate Glass 'Textraface "; thickness as scheduled under 15250 part 3. Lining shall meet erosion test method described in UL Pub. No. 181. Maximum flame spread rating, 25; maximum smoke Developed rating, 50. 2.9 FINISHING CEMENT: Hydraulic setting, low shrinkage insulating and finishing cement for one coat finish, Johns - Manville No. 375 Cement or approved equal, suitable for painting with water base paint. 2.10 INSULATING CEMENT: Mineral fiber cement suitable for application on metal in single layers up to 4" thick, Johns - Manville No. 460 cement, or equal. 2.11 VAPOR BARRIER ADHESIVE: Vapor barrier lap sealing adhesive, Foster 85 -20 or approved equal. 2.12 LAGGING ADHESIVE: Lagging adhesive, Foster 30 -36 or approved equal. 2.13 ELASTOMERIC INSULATION ADHESIVE: Armstrong 520 adhesive or approved equal. 2.14 ELASTOMERIC INSULATION FINISH: Armstrong Armaflex finish or approved equal, color white. 2.15 INSULATION PIN FASTENERS: Zinc coated steel, 2X2 perforated steel plate with spindle and washer. Spindle length to suit insulation thickness. 2.16 INSULATION PIN ADHESIVE: Contact cement suitable for fastening insulation pins to metal surfaces, Miracle Adhesive No. HT4620, Foster 82 -11. or approved equal. 2.17 INSERTS BETWEEN PIPES AND PIPE HANGERS /SUPPORTS A. Rigid block insulation: Calcium silicate of thickness equal to the adjoining insulation; provide vapor barrier. B. Inserts: Provide inserts not less than the following length: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15250 Page 3 INSULATION A. Provide for all lavatories, Lavatory P -Trap and angle valve assemblies shall be insulated with the fully molded Truebro, Handi Lav -Guard insulation kit, Model #102, with accessory 105W for offset line, color white. A. Fittings - All Service Jacket: Factory premolded one -piece PVC fitting cover; factory precut insulation same type and thickness as the adjacent pipe insulation. Seal with vapor barrier adhesive on cold lines. A. JOINT TAPE: Glass fiber reinforced, aluminum foil and kraft paper laminate with vapor barrier characteristics comparable to insulation facing. 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15250 Page 4 INSULATION PART 3 EXECUTION 1. 1/2" to 2 -1/2" pipe: 6" long. 2. 3" or greater pipe: 9" long. C. Treated wood inserts: May be used on cold piping system. 3.1 GENERAL A. Instal!: All joints tightly butted. B. Tuck and tuft: Edges of insulation. C. Access: Install insulation to allow easy access to equipment for inspection and repairs. D. Clean up: Remove all loose dirt, rust, all other loose foreign material, moisture and frost from surfaces prior to installing insulation. 3.2 TIME OF APPLICATION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. General: Insulation shall be applied only after piping has been tested. Insulation contractor may at his option insulate the various piping systems, except flanges, with the understanding that necessary removals, repairs and modifications to insulation due to leaks that may occur in piping systems due to testing will be made without additional cost to the general contractor. All loose dirt, rust, etc., shall be removed by the subcontractor from the pipe surface. Piping must also be free of frost at time of insulating. 3.3 ITEMS TO BE INSULATED: The following items shall be insulated either wholly or to the extent indicated: A. Piping: The following piping shall be insulated except (1) valve stems, handwheels and operators; (2) unions 1. Cold lines: Condensate drain lines, domestic cold water, and piping to roof drains. 2. Hot lines: domestic hot water supply and circulating piping. B. Ductwork and Air Handling Equipment: Insulate all air handling systems from the outside air intake to the room outlets, including ductwork, plenums, casings, coils, fans, and sound attenuators. Insulate all return air systems, including ductwork, plenums and sound attenuators. Ductwork and equipment specified to have internal acoustical lining will not require external insulation. Do not use internal lining on ducts serving a make -up air system. 3.4 INSULATION THICKNESS AND TYPE A. Pipe insulation type and thickness shall be as follows: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 Service Domestic Hot Water & Domestic Hot Water Circulating (100 °F to 140 °F) Service RD Piping Condenser Water, Domestic Cold Water, (40 °F to 80 °F) Service Indirect (Cold) Drains (32 °F to 70°F) B. INSULATION OF DUCTS 1. A. B. C. D. E. V. W. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel Insulation Type Fiberglass Phenolic Urethane Elastomeric Insulation Type Fiberglass Phenolic Urethane Elastomeric Insulation Type Fiberglass Phenolic Urethane Elastomeric Insulation Types and Values Insulation Values 2. Climatic Zone I = 6000 degree days or below. Climatic Zone II = 6001 degree days or more. Unheated Space Zone I C,V Zone II D,V Conditioned Space C,V 3.5 PIPE INSULATION INSTALLATION A. General MULVANNYG2 ARCHITECTURE SECTION 15250 Page 5 INSULATION To 1" 1- 1/4 " -2" 2- 1/2 " -4" 5"-6" 1" 1" 1 -1/2" 1 -1/2" 1" 1" 1 -1/2" 1 -1/2" 3/4" 3/4" 1" 1-1/2" 1" 1" 1 -1/2" 1 -1/2" To 1" 1- 1/4 "-2" 2- 1/2 " -4" 5 " -6" 1" 1" 1" 1" 1" 1" 1" 1" 3/4" 3/4" 3/4" 3/4" 1/2" 1/2" 1/2" 3/4" To 1" 1- 1/4 " -2" 2- 1/2 " -4" 5"-6" 1" 1" 1" 1" 1" 1" 1" 1" 3/4" 3/4" 3/4" 3/4" 1" 1" 1" 1" C =.48 R =2.08 C =.24 R =4.16 C =.16 R =6.25 C =.12 R =8 C =.08 R =12 Vapor barrier, with perm rating not greater than 0.5 perm, all joints sealed. Approved weatherproof barrier. Duct Location Insulation Types Exterior Zone I D,V,W Zone II E,V,W 1. All insulation shall be continuous through wall and /or ceiling openings and sleeves. 2. Insulation on all cold surfaces where vapor barrier jackets are used shall be applied with a continuous, unbroken vapor seal. Hangers, supports, anchors, etc., that are 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15250 Page 6 INSULATION COSTCO WHOLESALE Deri /dish Prep /Rotisserie Remodel secured directly to cold surfaces shall be adequately insulated and vapor sealed to prevent condensation. 3. Metal shields shall be applied between hangers or supports of piping and the pipe insulation; refer to section 15410. 4. Specified adhesives, mastics and coatings shall be applied at the manufacturer's recommended minimum coverage per gallon. B. All Service Jacketed Insulation: Insulation shall be applied over clean, dry pipe with all joints butted together. Longitudinal jacket laps and butt strips shall be smoothly secured according to manufacturer's recommendations. 3.6 FITTING INSULATION INSTALLATION A. All Service Jacket Insulation Fittings: Apply factory precut insulation tucking ends of the insulation snugly into the throat of the fitting, and edges adjacent to the pipe covering tufted and tucked in, fully insulating the pipe fitting. Seal all seam edges of the one piece PVC fitting cover with vapor- barrier adhesive applied over insulation. Tape circumferential edges of cover with vapor barrier pressure sensitive tape to match fitting cover color. The tape shall extend over the adjacent pipe insulation and have an overlap on itself at least one inch. 3.7 DUCT INSULATION INSTALLATION A. Rigid Insulation: Secure rigid insulation to ductwork by impaling over pins located not more than 3 inches from the edge of insulation pieces and spaced not more than 12 inches on center. Apply insulation with all joints tightly butted. Cold ductwork shall have all joints, breaks, punctures and voids filled with vapor barrier mastic and covered with tape to match insulation facing. B. Flexible insulation: Apply flexible blanket insulation to ductwork with Foster 85 -20 mastic applied in 4 inch wide strips on 12 inch centers; secure with edges tightly stitched with stables. Insulation on the bottom of rectangular horizontal ducts over 24 inches wide shall be impaled over pins as specified for rigid insulation in addition to mastic; sagging of flexible duct insulation will not be permitted. Seal all punctures and voids with vapor barrier. C. Seams: All seams shall be sealed with 4" wide pressure sensitive vapor barrier tape to match insulation facing. D. Duct Lining: See Section 15880, Part 3 Paragraph D. for execution. END OF SECTION 15250 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 DESCRIPTION A. General: Provide soil, waste and vent systems and associated equipment and accessories. B. General Requirement: Conform to Division 1. 1.2 SUBMITTALS: Items for which requirements specified elsewhere apply are as follows: A. Product data PART2 PRODUCTS 2.1 PIPE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Pipe and fittings 2. Cleanouts 3. Fixture supports 4. Drains B. Certificates: Plumbing inspection • Contractor to provide written verification from local authority for all substitution.. • Contractor to complete substitution request for per specification section 00100 instructions to bidders and provide all savings information. A. Soil Pipe SECTION 15400 SOIL, WASTE AND DRAINAGE 1. Grease waste lines (Meat & Bakery, Rotisserie, Food Service) a. 2" and smaller above ground: Standard weight galvanized steel; ASTM Al20 or A53. b. 2 -1/2" and larger above ground: Standard hubless cast iron pipe; CISPI 301 -05 with neoprene sleeve gasket and stainless steel shield and bands CISPI 310- 04. c. Underground: Standard weight hubless cast iron pipe, CISPI 301 05, neoprene sleeve gasket and stainless steel shield and bands CISPI 310 -04. 2. Non Grease waste lines excluding photo lab (Restrooms, condensate from refrigratated cases) a. 2" and smaller above ground: Standard weight galvanized steel; ASTM Al20 or A53. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15400. Page 2 SOIL, WASTE AND DRAINAGE B. Vent Piping 2.2 FITTINGS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel b. 2 -1/2" and larger above ground: Standard hubless cast iron pipe; CISPI 301 -05 with neoprene sleeve gasket and stainless steel shield and bands CISPI 310- 04. c. Underground: Standard weight hubless cast iron pipe, CISPI 301 -05, neoprene sleeve gasket and stainless steel shield and bands CISPI 310 -04. 1. 1 -1/2" and Smaller above ground: Standard weight galvanized steel; ASTM Al20 or A53. 2. 2" and larger above ground a. Standard weight galvanized steel; ASTM Al20 or A53. b. Standard weight hubless cast iron pipe; CISP! 301 -05 neoprene sleeve gasket, stainless steel shield and bands CISPI 310 -04. 3. Underground: Standard weight hubless cast iron pipe, CISPI 301 05, neoprene sleeve gasket, cast iron mechanical coupling. C. Indirect Waste Piping: Galvanized steel pipe, copper or plastic. D. Roof Drain Piping (N /A) 1. Schedule 40 black steel, welded or grooved end fittings. 2. Standard weight hubless cast iron pipe: CISPI 301 -05 neoprene sleeve gasket, stainless steel shield and bands CISPI 310 -04. - 3. Condensate Drain Piping: Galvanized steel pipe, copper or plastic. For buildings with metal roof system - use ABS or PVC only. All exterior PVC to be schedule 80 A. Galvanized Steel Pipe 1. Soil or roof drainage: Screwed drainage fittings ANSI B16.12. 2. Vent or indirect waste: 150# galvanized malleable iron screwed fittings ANSI B16.3. B. Hubless Cast Iron: Hubless cast iron fittings ANSI A112.5.1 and ASTM 74 -72. 2.3 CLEANOUTS A. Floor Cleanouts 1. Cast iron body and frame, round adjustable scoriated secured nickel bronze top, bronze plug, cast iron parts plated with zinc or cadmium. 2. Acceptable mfrs.: Zurn ZN- 1400 -HD or approved equal. B. Wall Cleanouts 1. Cast iron cleanout tee, nickel bronze frame and cover, bronze plug. 2. Acceptable mfrs.: Zurn Z- 1446 -BP or approved equal. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 2.4 FIXTURE SUPPORTS PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Acceptable mfrs.: Zurn, Jay R. Smith, Josam or Ancon. SECTION 15400 Page 3 SOIL, WASTE AND DRAINAGE B. Wall Hung Fixtures: Provide wall hung fixtures with concealed fixture hanger constructed for fixture, cast iron feet sit on sub -floor or cast in sub -floor, or supported by floor -to- ceiling pipes. Concealed arm fixture supports required where suitable for fixture. Exposed arm supports, white enamel finish where fixture is mounted on plastic walls, vitreous enamel where mounted against ceramic or glazed finish walls. Support base shall not extend beyond wall of chase into finished space. 2.5 DRAINS A. Acceptable mfrs: Zurn or Jay R. Smith B. See "Plumbing Fixture Schedule" on Plans for specifications of drains. 3.1 TRENCHING AND BACKFILLING: Perform trenching and backfilling associated with plumbing installation in strict accordance with pertinent provisions of excavating, filling and grading specifications, Section 15010. 3.2 INSTALLATION OF PIPING AND EQUIPMENT A. General 1. Install piping promptly; cap or plug open ends; conserve space for other work. 2. Provide uniform pitch of at least 1/4 inch per foot, except where noted, for horizontal waste & soil piping within building; pitch vents for proper drainage. 3. Cushion traps to minimize transfer of sound; firmly anchor pipes in position. 4. Inspect each piece of pipe, fittings, and equipment for defects and obstructions; promptly remove defective material from job site. 5. Install pipes to clear beams and obstructions; do not cut into or reduce size of load carrying members without the approval of Engineer. 6. Vertical stacks, supported at floors with clamp anchors are required to relieve joint stresses. B. Cast Iron Soil Pipe 1. Install in bedding of trench, grade to provide uniform support. 2. Hubless with stainless steel couplings. a. Install neoprene gasket and stainless steel shield coupling jointing assemblies with bolts. b. Alternately and incrementally tighten to 60 inch - pounds torque, minimum. Retorque bolts after 24 hours. c. Use single set -point torque wrench manufactured specifically for this purpose; do not use screwdrivers or other types of wrenches. 3. Provided pipe wrap when corrosive soil conditions exist. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 SECTION 15400 Page 4 SOIL, WASTE AND DRAINAGE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 3.3 PIPE HANGER SPACING - COPPER, CAST IRON, ABS, PVC, & CPVC (SEE SECTION 15410) 3.4 BELOW GRADE PIPING SUPPORT (SEE SECTION 15410) 3.5 TESTING A. Drainage Piping Tests 3.6 CLEANING UP: a. Polyethylene Encasement; ASTM A 674, ANSI A21.5 1. Pressure test at 5 psi minimum for 30 minutes, witnessed by Architect. 2. Correct any leaks and repeat test. A. Prior to acceptance of building complete the following: 1. Thoroughly clean exposed portions of plumbing installation. 2. Remove labels and traces of foreign substance 3. Verify all piping is free of obstructions and /or construction debris. 4. Clean all drain sediment buckets. 5. Pressure wash all waste piping to assure piping is free of construction debris. 6. Use only a cleaning solution approved by mfr. of plumbing item to avoid damage to finished surfaces. 3.7 PROJECT CLOSE -OUT: Provide Test reports, instruction of Owners personnel; Certificates of Approval and/or Completion; guarantees and warranties; operating and maintenance manuals; and As -Built Drawings per Section 15010. END OF SECTION 15400 MUL,VANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 DESCRIPTION 1.2 SUBMITTALS: Items for which submittal requirements specified elsewhere apply are as follows: PART2 PRODUCTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. General: Provide piping, fittings, supports, hangers and miscellaneous system accessories. A. Product data Submit for: 1. Pipe and fittings 2. Valves 3. Gaskets 4. Strainers 5. Unions 6. Dielectric unions 7. Escutcheon plates 8. Balancing/Measuring Valves 9. Pipe hangers 10. Hose end drain valves 11. Solder 12. Pipe and wall seal 13. Seismic Connections B. Certificates: Submit for welders. 1.3 DIAGRAMS SECTION 15410 PIPING SYSTEMS A. Schematic: Diagrams showing pipe connections are schematic only. Do not use for calculating lineal runs or number and types of fittings. B. Scale and detail: The drawings do not show exact details of piping. No extra payments for offsetting due to obstructions will be made. 1.4 GENERAL REQUIREMENTS: Conform to Division 1, of these specifications. 2.1 MANUFACTURER A. Acceptable mfrs. for pipes, fittings, valves, flanges, and gaskets: Listed below or specified. 1. Steel pipe: U.S. Steel, "National ", Bethlehem, Youngstown, Republic Tube or Jones & Laughlin. 2. Copper tubing: Chase, Anaconda, Revere, Mueller, Phelps- Dodge, Reading Tube or Bridgeport. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15410 Page 2 PIPING SYSTEMS 2.2 VALVES B. Gate Valves C. Globe Valves: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 3. Fittings: Aeroquip, Grinnell, Grabler, Stockham, Walworth, Kuhns, Flagg, Fraters, Nibco, Tube Turns, Crane, Anoconda, Chase, Revere, Phelps- Dodge, Bridgeport, Tube Forgings of America, Vogt Acheson, Bonney Forge or. Viega 4. Valves: Crane, Lunkenheimer, Keystone, Jenkins, Walworth, Kennedy, Stockham, Nibco, W -K -M, Milwaukee, Powell, Dezurik, Homestead Red White, Apollo, Valve Corp or Ohio. 5. Gaskets: Crane, Garlock, U.S. Rubber, Anchor, Flexitallic. • 6. Strainers: Armstrong, McAlear, Sarco, Hoffman, Crane or Nicholson. 7. Shaped Nipples: Allied or Bonney Forge. 8. Seismic Connection /expansion loops: Metraflex. A. General: Except as otherwise indicated, provide factory - fabricated valves of type, body material, and pressure class indicated. Provide pressure class selected from MSS or ANSI standards based on maximum pressure and temperature in piping system. Except as otherwise indicated, provide valves size same as connecting pipe size, and ends suitable for piping material. 1. Packing: Design for repacking under pressure when fully opened. Equip with packing suitable for intended service. Design so back seating protects packing and stem threads from fluid when valve is fully opened. Equip with gland follower. 2. Comply with following standards: Cast iron valves: MSS SP -70; bronze valves: MSS SP -80; Steel valves: ANSI B16.34. 3. For Domestic Water Service: a. Threaded Ends 2" and Smaller: Class 125, bronze body, union bonnet, rising stern, solid wedge. b. Flanged Ends 2 -1/2" and Larger: Class 125, iron body bronze mounted, bolted bonnet, rising stem, OS & Y, solid wedge. c. Solder Ends 2" and Smaller: Class 125, bronze body, screwed bonnet, nonrising stem, solid wedged. 1. Packing: Design for repacking under pressure when fully opened. Equip with packing suitable for intended service. Design so back seating protects packing and stem threads from fluid when valve is fully opened. Equip with gland follower. 2. Composition Discs: Where used, provide suitable material for intended service. For steam throttling service, fit composition disc valve with throttling nut. For metal seated globe valves, provided hardened stainless steel disc and seat ring. 3. Comply with the following standards: a. Bronze valves: MSS SP-80 b. Steel valves: ANSI B16.34 4. For Domestic Water Service: a. Threaded ends 2" and smaller: class 150, bronze body, union bonnet, rising stem, composition disc. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEE # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 D. Swing Check Valves: E. Ball Valves: 2.3 PIPING MATERIALS B. Steel Pipe: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15410 Page 3 PIPING SYSTEMS b. Solder ends 2" and smaller: Class 125, bronze body, screwed bonnet, rising stem, composition disc. c. Flanges ends 2 -1/2" and larger: Class 125, iron body, bolted bonnet, rising stem, OS & Y, renewable seat and disc. 5. Drain Valves For Low Pressure Drainage Service: a. Threaded end 2" and smaller: Class 125, bronze body, screwed bonnet, rising stem, composition disc, 3/4" hose outlet connection. b. Solder ends 2" and smaller: Class 125, bronze body, screwed bonnet, rising stem, composition disc, 3/4" hose outlet connection. 1. General: Support hanger pins on bath ends by removable side plugs. Design disc and hanger as separate parts, and mount so disc can rotate. 2. Comply with following standards: a. Cast iron valves: MSS SP -71 b. Bronze valves: MSS SP -80 c. Steel valves: ANSI B16.34 3. For Domestic Water Service a. Threaded ends 2" and smaller: Class 125, bronze body, screwed cap, horizontal swing, bronze disc. b. Solder ends 2" and smaller: Class 125, bronze body, screwed cap horizontal swing, bronze disc. c. Flanged ends 2 -1/2" and larger: Class 125, iron body bronze mounted, bolted cap, horizontal swing, cast iron disc. 1. General: Design port area equal to or greater than connecting pipe area (full port), include seat ring designed to hold sealing material. Comply with MSS -SP -61 and nsf -61 for brass valves, MSS SP -72 for cast iron valves, ANSI 816.34 for steel valves. 2. For Domestic Water Service: a. Threaded ends 2" and smaller: Class 125, bronze 2 piece body, bronze ball, bronze stem. b. Solder ends 2" and smaller: Class 125, bronze 2 piece body, bronze ball, bronze stem. A. General: Provide pipe and tube of the type, grade, size and weight (wall thickness or Class) indicated for each service. Comply with governing regulations and industry standards. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15410 Page 4 PIPING SYSTEMS C. Copper Tube: D. Cast -Iron Pressure Pipe: ANSI A21.12. E. Ductile -iron Pipe: ANSI A21.51. F. Cast -Iron soil Pipe: 1. Hubless Cast -Iron Soil Pipe: CISPI 301 -75 include coupling assembly. G. DWV Pipe and Fittings: (if permitted by local codes). H. Building drain, waste & vent pipe & fittings shall meet ASTM standards 1. D2665 -00, D3311 -94, F891 for PVC systems. 2. D2661 -81 a, D3311 -94, F628 -81 for ABS systems. 2.4 PIPE/TUBE FITTINGS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Black Steel Pipe: ASTM A -53 seamless or A -I20 except comply with ASTM A -53 seamless where close coiling or bending is required. 2. Galvanized Steel Pipe: ASTM A -53 or A -120; except comply with ASTM A -53 where close coiling or bending is required. 1. Copper Tube: ASTM B -88; Type (wall thickness) as indicated for each service; hard -drawn temper, except as otherwise indicated. 2. DWV Copper Tube: ASTM B -306. A. General: Provide factory- fabricated fittings of the type, materials, grade, class and pressure rating indicated for each service and pipe size. Provide sizes and types matching pipe, tube valve, or equipment connection in each case. Where not otherwise indicated, comply with governing regulations and industry standards for selections, and with pipe manufacturer's recommendations where applicable. B. Fittings for Steel Pipe: 1. Cast -Iron Flanged Fittings: ANSI B16.1, Class 125, including bolting. 2. Malleable Iron Threaded Fittings: ANSI 816.3, Class 150; plain or galvanized as indicated. 3. Malleable Iron Threaded Unions: MSS SP -76; selected by installer for proper piping fabrication and service requirements, including style, and connections, and metal -to -metal seats (iron, bronze or brass); plain or galvanized as indicated. 4. Threaded Pipe Plugs: ANSI 816.14. 5. Steel Flanges /Fittings: ANSI B16.5, including bolting and gasketing of the following material group, and connection and facing, except as otherwise indicated. 6. Corrosion - Resistant Cast Flanges /Fittings: MSS SP -51, including bolting and gasketing. 7. Forged -Steel Socket - Welding and Threaded Fittings: ANSI B16.11, except MSS SP -79 for threaded reducer inserts; rated to match schedule of connected pipe. 8. Wrought -Steel Butt- welding Fittings: ANSI B16.9, except ANSI B16.28 for short- radius elbows and returns; rated to match connected pipe. C. Cast -Iron Threaded Drainage Fittings: ANSI B16.22 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel F. Fittings for Copper Tube: 1. Wrought- Copper Solder -Joint Drainage Fittings: ANSI B16.29. 2. Copper -Tube Unions: Provide standard products recommended by the manufacturer for use in the service indicated. G. Fittings for Cast -Iron Soil Pipe: 2.5 GROOVED PIPING PRODUCTS 1. Tin - Antimony Solder: ASTM B 32, Grade 95/5 solder water piping. 2. Silver Solder: ASTM B 32, Grade 96.5TS. MULVANNYG2 ARCHITECTURE SECTION 15410 Page 5 PIPING SYSTEMS D. Forged Branch - Connection Fittings: Except as otherwise indicated, provide the type as determined by the installer to comply with installation requirements. E. Pipe Nipples: Fabricated from same pipe as used for connected pipe; except do not use less than Schedule 80 pipe where length remaining unthreaded is less than 1 -1/2 ", and where pipe size is less than 1 -1/4 ", and do not thread nipples full length (no close - nipples). 1. Hubless Cast -Iron Soil Pipe Fittings: CISPI 301 -75; and complying with governing regulations. A. General: Except as otherwise indicated, provide products recommended by the manufacturer for use in the service indicated, as published in the manufacturer's product literature, and complying with one of the following: B. Grooved -End Fittings: Fabricate from malleable iron. C. Pipe Fittings: Comply with ANSI B16.1 for end -to -end and center -to -end dimensions. D. Flanged Fittings: Comply with ANSI B16.1 for bolt -hole dimensioning, materials and flange- thickness. 2.6 MISCELLANEOUS PIPING MATERIALS /PRODUCTS A. Insulating (Dielectric) Unions: Provide standard products recommended by the manufacturer for use in the service indicated, and which isolate ferrous from non - ferrous piping. B. Welding Materials: Comply with Section 2 -C, ASME Boiler Code for welding materials. C. Soldering Materials: D. Brazing Materials: Comply with Section 9, ASME Boiler Code for brazing materials. E. Gaskets for Flanged Joints: ANSI B16.21; full -faced for cast -iron flanges; raised -face for steel flanges, unless otherwise indicated. F. ABS Solvent Cements: ASTM D -2235. 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15410 Page 6 PIPING SYSTEMS G. PVC Solvent Cements ASTM D -2564 H. Escutcheon Plates: Metal split -ring units, with nickel or chrome plated finish except primed- for - painting finish where painted finish is indicated for adjoining surface. Provide units sized to fit outside of pipe insulation or bare pipe where no covering is indicated. Where sleeves extend above floor finish, provide units with sufficient depth to conceal sleeves. 2.7 FABRICATED ACCESSORIES: Drip -Pans: Provide drip -pans fabricated from corrosion - resistant sheet metal with watertight joints, and with edges turned up 2.5" and reinforce either by structural angles or by rolling over 0.25" steel rod; provide flanges for drain connections. 2.8 HORIZONTAL - PIPING HANGERS AND SUPPORTS A. General: Except as otherwise indicated, provide factory - fabricated horizontal piping hangers and supports of MSS type and size indicated, bolts (if any) and washers; comply with MSS SP -58 and manufacturer's published product information. Where MSS type or size is not indicated, comply with MSS SP -69 and manufacturer's published product information; size hangers and supports properly for piping, including insulation (if any). B. Adjustable Clevis Hanger: MSS Type 1, fabricated from steel. C. Adjustable Band Hanger: MSS Type 7, fabricated from steel. D. Adjustable Swivel -Band Hanger: MSS Type 10. E. Clamp: MSS Type 4. F. Double -Bolt Clamp: MSS Type 3, including pipe spacers. 2.9 VERTICAL - PIPING CLAMPS A. General: Except as otherwise indicated, provide factory - fabricated vertical - piping clamps of type and size indicated; comply with manufacturer's published product information. Where type or size is not indicated, comply with manufacturer's published product information. Size clamps properly for piping, including insulation (if any). B. Two -Bolt Riser Clamp: MSS Type 8. 2.10 HANGER -ROD ATTACHMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. General: Except as otherwise indicated, provide factory- fabricated hanger -rod attachments of type and size indicated; comply with manufacturer's published product information. Where type or size is not indicated, comply with manufacturer's published product information. Size attachments properly for piping, including insulation (if any). B. Turnbuckles: MSS Type 13. C. Weldless Eye -Nut: MSS Type 17. D. Malleable Eye - Socket: MSS Type 14. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 B. Concrete Inserts: MSS Type 18, steel. C. Top Beam C- Clamp: MSS Type 19. D. Steel C- Clamps: MSS Type 23, steel. E. Malleable Iron C- Clamps: MSS Type 23, malleable iron. F. Single -Side Clamp: MSS Type 25. G. Top I -Beam Clamp: MSS Type 25. H. Side Beam Clamp: MSS Type 20. I. Beam Clamp /Eye -Nut: MSS Type 28 J. Wide - Flange Beam Clamp /Eye -Nut: MSS Type 29. K. Beam Clamp /Extension Piece: MSS Type 30. 2.12 SADDLES AND SHIELDS 2.11 BUILDING ATTACHMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel E. Clevises: MSS Type 14. A. General: Except as otherwise indicated, provide factory- fabricated building attachments of type and load- rating indicated; comply with manufacturer's published product information. Where type or load- rating is not indicated, comply with manufacturer's published product information. Size units for the piping loading. A. General: Except as otherwise indicated, provide factory- fabricated saddles and shields of MSS type and size indicated; comply with MSS SP -58 and manufacturer's published product information. Where MSS type or size is not indicated, comply with MSS SP -69 and manufacturer's published product information. Size saddles and shields for insulation and vapor barrier (if any). B. Protection Saddles: MSS Type 39. C. Protection Shields: MSS Type 40. MULVANNYG2 ARCHITECTURE SECTION 15410 Page 7 PIPING SYSTEMS PART 3 EXECUTION 3.1 INSTALLATION OF VALVES A. General: Except as otherwise indicated, comply with following requirements. 1. Install valves where required for proper operation of piping and equipment, including valves in branch lines where necessary to isolate sections of piping. Locate valves so as to be accessible and so that separate support can be provided when necessary. 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15410 Page 8 PIPING SYSTEMS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 2. Install valves with stems pointed up, in vertical position where possible, but in no case with stems pointed downward from horizontal plane unless unavoidable. B. Selection of Valve Ends (Pipe Connections): Except as otherwise indicated, select and install valves with following ends or types of pipe /tube connections: 1. Tube Size 2" and Smaller: Solder -joint valves. 2. Pipe Size 2" and Smaller: One of the following, at Installer's option: threaded valves, buttwelding valves, socket - welding valves, flanged valves, flangeless valves, or single flange valves. 3. Pipe Size 2 -1/2" and Larger: One of the following, at Installer's option: butt- welding valves, socket - welding valves, flangeless valves, or single flange valves. C. INSTALLATION OF PIPE 1. General: Install pipe tube and fittings to achieve leak proof piping systems, capable of performing indicated service. Install each run with a minimum of joints and couplings, but with accessible unions for disassembly and maintenance/ replacement of valves and equipment. Reduce sizes (where indicated) by use of reducing fittings. Align piping accurately at connections, within 1/16" misalignment tolerance. 2. Comply with ANSI B3I Code for Pressure Piping. Locate piping runs, except as otherwise indicated, vertically and horizontally (pitched to drain) and avoid diagonal runs. Orient horizontal runs parallel with walls and column lines. Locate runs as shown or described by diagrams, details and notations or, if not otherwise indicated, run piping in the shortest route which does not obstruct usable space or block access for servicing the building and its equipment. Hold piping close to wall, overhead construction, columns and other structural and permanent- enclosure elements of the building; limit clearance to 0.5% where furring is shown for enclosure or concealment of piping, but allow for insulation thickness, if any. Where possible, locate insulated piping for 1.0" clearance outside insulation. Wherever possible in finished and occupied spaces, conceal piping from view, by locating in column enclosures, in hollow wall construction or above suspended ceilings; do not encase horizontal runs in solid partitions. D. Electrical Equipment Spaces: Do not run piping through transformer vaults and other electrical or electronic equipment spaces and enclosures: E. Piping System Joints: Provide joints of the type indicated in each piping system. 1. Thread pipe in accordance with ANSI B2.1; cut threads full and clean using sharp dies. Ream threaded ends to remove burrs and restore full inside diameter. Apply pipe joint compound, or pipe joint tape, (Teflon) where recommended by pipe /fitting manufacturer, on male threads at each joint and tighten joint to leave not more than 3 threads exposed. 2. Braze copper tube - and - fitting joints where indicated, in accordance with ANSI B31. All underground water lines to have brazed joints. 3. Solder copper tube - and - fitting joints where indicated, in accordance with recognized industry practice. Cut tube ends squarely, ream to full inside diameter, and clean outside of tube ends and inside of fittings. Apply solder flux to joint areas of both tubes and fittings. Insert tube full depth into fitting, and solder in a manner which will draw solder full depth and circumference of joint. Wipe excess solder MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel F. Weld pipe joints in accordance with ANSI B3I and as follows: H. Hubless Cast -Iron Joints: Comply with CISPI Standard HSN -75. SECTION 15410 Page 9 PIPING SYSTEMS from joint before it hardens. Notching of copper tubing for connections will not be permitted. 4. Press Connections: Copper press fittings shall be made in accordance with the manufacturer's installation instructions. The tubing shall be fully inserted into the fitting and the tubing marked at the shoulder of the fitting. The fitting alignment shall be checked against the mark on the tubing to assure the tubing is fully engaged (inserted) in the fitting. The joints shall be pressed using the tool approved by the manufacturer. 1. Weld pipe joints only when ambient temperature is above 0 degrees F where possible. 2. Bevel pipe ends at a 37.5 degree angle where possible, smooth rough cuts, and clean to remove slag, metal particles and dirt. 3. Install welding rings for buttwelded joints, sizes, 6" and larger. 4. Use pipe clamps or tack -weld joints with 1.0" long welds; 4 welds for pipe sized to 10 ", 8 welds for pipe sizes up to 20 ". 5. Build up welds with a stringer -bead pass, followed by a hot pass, followed by a cover or filler pass. Eliminate valleys at center and edges of each weld. Weld by procedures which will ensure elimination of unsound or unfused metal, cracks, oxidation, blow -holes and non - metallic inclusions. 6. Do not weld -out piping system imperfections by tack - welding procedures; refabricate to comply with requirements. 7. Install forged branch - connection fittings wherever branch pipe is indicated, or install regular "T" fitting (at Contractor's option). 8. Install forged branch - connection fittings wherever branch pipe is of size smaller than main pipe is indicated, or install regular 'T" fitting (at Contractor's option). G. Flanged Joints: Match flanges within piping system, and at connections with valves and equipment. Clean flange faces and install gaskets. Tighten bolts to provide uniform compression of gaskets. I. Grooved Pipe Joints: Comply with fitting manufacturer's instructions for making grooves in pipe ends. Remove burrs and ream pipe ends. Assemble joints in accordance with manufacturer's instructions. J. Insulating (Dielectric) Unions: Comply with manufacturer's instructions for installing unions. Install unions in a manner which will prevent galvanic action and stop corrosion where the joining of ferrous and non - ferrous piping is indicated. K. Install drainage piping (perforated, porous or tile) from lowest end of slope to highest, solidly bedded in filtering or drainage fill. Shape bed for bells of piping (if any). Place bells /hubs and grooved ends of units upstream. Lay perforated pipe with perforations down. L. Solvent Weld (PVC): As recommended by manufacturer. M. All piping subject to expansion and contraction shall be arranged with flexibility to prevent exceeding allowable stresses in pipe, valves, or connected equipment. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15410 Page 10 PIPING SYSTEMS 3. INSTALLATION OF MANUFACTURED PRODUCTS A. Escutcheons: Install escutcheon plates at pipe sleeves where piping is exposed to view in occupied spaces of the building, on the exterior, and elsewhere as indicated. 3.3 INSTALLATION OF HANGERS AND SUPPORTS 3.4 INSTALLATION OF PIPE HANGERS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. General: Install hangers, supports, clamps and attachments to support piping properly from building structure. Arrange for grouping of parallel runs of horizontal piping to be supported with maximum spacings. Where piping of various sizes is to be supported together by trapeze hangers, space hangers for smallest pipe size or install intermediate supports for smaller diameter pipe. Support spacing shall be in accordance with maximum spacing listed on table at the end of this section. Do not use wire or perforated metal to support piping, and do not support piping from other piping. 1. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers and other accessories. Except as otherwise indicated for exposed continuous pipe runs, install hangers and supports of same type and style as installed for adjacent similar piping. 2. Support fire -water piping independently of other piping. 3. Prevent electrolysis in support of copper tubing by use of hangers and supports which are copper plated, or by other recognized industry methods. B. Provisions for Movement: Install hangers and supports to allow controlled movement of piping systems and to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends and similar units. C. Load Distribution: Install hangers and supports so that piping live and dead loading and stresses from movement will not be transmitted to connected equipment. D. Insulated Piping: Comply with the following installation requirements. 1. Clamps: Attach clamps, including spacers (if any), to piping with clamps projecting through insulation; do not exceed pipe stresses allowed by ANSI B31. 2. Shields: Where low- compressive- strength insulation or vapor barriers are indicated on cold water piping, install coated protective shields. For pipe 8" and over, install wood insulation saddles. Secure all shields to insulate piping with 3M Super 77 Spray Adhesive 3. Saddles: Where insulation without vapor barrier is indicated, install protection saddles. A. General: Space hangers and supports to prevent sagging and reduce strain on valves and specialties with spacing no greater and rod no smaller than shown in the following table. Hangers shall allow for expansion and contraction. 1. Ferrous piping and copper tubing: Diameter of Piping 1/2" through 1 -1/2" 2" through 3" 4" through 5" 6" and larger Maximum Spacing 6 ft. 10 ft. 12 ft. 16 ft. MULVANNYG2 ARCHITECTURE Rod Size 3/8" 1/2" 5/8" 3/4" 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10 /20 /08 3.8 PIPING TESTS COSTCO WHOLESALE 2. Cast iron, ABS, PVC, and CPVC piping: A. Above grade Diameter of Piping Maximum Spacing Rod Size 2" and 3" Each Joint 3/8" 4" and 5" Each joint 1/2" 6" and 8" Each joint 3/4" 10" and 15" (two hangers) 3/4" SECTION 15410 Page 11 PIPING SYSTEMS 3. Below Grade Piping: A. Support piping from under side of slab for all structural slabs and pile supported slabs. Pipe Hangers are to be provided for structural slabs and pile supported slabs. 1. Hangers to be 1 /4" steel with galvanized or tar coating. ' /<" steel to be wrapped around pipe and bent over slab reinforcing. 2. Two hangers for each section of pipe. 3. Multiple hangers as required to support multiple joints. B. Painting of Base Supports: Refer to painting work sections of these specifications. 3.5 ADJUSTMENT OF HANGERS AND SUPPORTS: Adjust hangers and supports and place grout as required under supports to bring piping to proper levels and elevations. 3.6 INSTALLATION OF SEISMIC /EXPANSION JOINTS A. General: Install at all pipe penetrations between seismic walls as identified on architectural and /or structural plans. 3.7 CLEANING, FLUSHING, INSPECTING A. General: Clean exterior surfaces of installed piping systems of superfluous materials, and prepare for application of specified coatings (if any). Flush out piping systems with clean water before proceeding with required tests. Inspect each run of each system for completion of joints, supports and accessory items. 1. Inspect pressure piping in accordance with procedures of ANSI B31. A. General: Test pressure piping in accordance with ANSI B31. Provide temporary equipment for testing, including pump gauges. Test piping system before insulation is installed wherever feasible, and remove control devices before testing. Test each natural section of each piping system independently, but do not use piping system valves to isolate sections where test pressure exceeds valve pressure rating. Fill each section with water and pressurize for the indicated pressure and time. 1. Required test period is 2 hours. 2. Test long runs of Schedule 40 pipe at 150 psi, except where fittings are lower Class or pressure rating. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Deli /Dish Prep /Rotisserie Remodel Tukwila, Washington 98188 Issued For Permit • Printed on 10/20/08 SECTION 15410 Page 12 PIPING SYSTEMS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 3. Test each piping system at 150% of operating pressure indicated, but not less than 25 psi test pressure. 4. Observe each test section for leakage at end of test period. Test fails if leakage is observed or if pressure drop exceeds 5% of test pressure. B. Failure Repairs: Repair piping systems sections which fail the require piping test, by disassembly and reinstallation, using new materials to the extent required to overcome leakage. Do not use chemicals, stop -leak compounds, mastics, or other temporary repair methods. C. Drain: Drain test water from piping systems after testing and repair work that has been completed. END OF SECTION 15410 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 DESCRIPTION A. General: Provide domestic cold water piping, hot water piping, domestic hotwater heating equipment and system accessories. 1.2 SUBMITTALS A. General: Items for which the submittal requirements specified elsewhere apply are as follows. B. Product Data: Submit for — PART2 PRODUCTS 1. Pipe and Fittings 2. Pipe Wrapping 3. Valves 4. Hose Bibbs and Wall Hydrants 5. Water Heaters 6. Trap Primers 7. Back Flow Preventer 8. Vacuum Breakers 2.1 DOMESTIC WATER PIPING PRODUCTS A. General: Provide piping materials and factory- fabricated piping products of sizes, types, pressure ratings, temperature ratings, and capacities as indicated. Provide materials and products complying with ANSI 831.1 Code for Power Piping where applicable base pressure rating on domestic water piping system maximum design pressures. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in domestic water piping system. Where more than one type is indicated, selection is Installer's option. Where drawings show larger pipe size than equipment connection, use larger size. 2.2 BASIC PIPE, TUBE, AND FITTINGS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15420 DOMESTIC WATER SYSTEM A. General: Provide pipe, tube, and fittings, complying with Section 15410 in accordance with the following listing of pipe, tube and fittings. B. Domestic Water Piping: 1. Copper tube of sizes indicated. a. Wall thickness above grade: Type L, hard -drawn temper. b. Wall thickness below grade: Type K soft- drawn. 2. Fittings: Wrought- copper, solder joints. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila. Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15420 Page 2 DOMESTIC WATER SYSTEM 2.3 BASIC PIPING ACCESSORIES COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. General: Provide piping accessories complying with Section 15410 in accordance with the following listing of piping accessories: 1. Escutcheon plates 2. Steel -pipe sleeves 3. Iron -pipe sleeves 4. Sheet -metal pipe sleeves 2.4 BASIC HANGERS, SUPPORTS AND ANCHORS A. General: Provide hangers, supports and anchors complying with Section 15410 in accordance with following listing of hangers, supports and anchors: 1. Adjustable clevis hanger for horizontal piping hangers and supports. 2. Single -roll support for horizontal piping hangers and supports. 3. Two -bolt riser clamp for vertical piping clamps. 4. Clevises for hanger rod attachments. 5. Concrete inserts for building attachments. 6. Top beam C -clamp for building attachments. 7. Protection saddles for pipe support in hanger. 8. Protection shields for insulation protection in hanger. 9. Trapeze hangers where more than one occur. 2.5 BASIC VALVES A. General: Provide valves complying with Section 15410. B. Sectional Valves 1. 2" and smaller: Gate Valves. 2. 2" and smaller: Ball valves. 3. 2 -1/2" and larger: Gate valves. C. Shutoff Valves 1. 2" and smaller: Gate valves. 2. 2" and smaller: Ball valves. 3. 2 -1/2" and larger: Gate valves. D. Drain valves 1. 2" and smaller: Gate valves. E. Check Valves: All sizes — Swing check valves. 2.6 WATER HEATERS A. General: See "Plumbing Fixture Schedule" on plans for water heater specifications. B. Acceptable Manufacturers: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 2.7 TRAP PRIMERS PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. A.O. Smith 2. Bradford White Corporation A. GENERAL: Provide trap primers complying with section 15050 & 15410. SECTION 15420 Page 3 DOMESTIC WATER SYSTEM B. Valves as mfg'd. by Josam, Zurn, JR Smith, E & S.: Provide access doors when recessed in walls. 2.8 WATER SERVICE A. General: Under this contract the contractor shall make connection to water main service line as shown on the plans. 2.9 AUTOMATIC AIR VENTS Armstrong, Spirotherm, Amtrol. 3.1 INSTALLATION OF DOMESTIC WATER DISTRIBUTION PIPING A. General: Install water distribution piping as specified in Section 15410 and the Plumbing Code. Install each run with minimum joints and couplings, but with adequate and accessible unions for disassembly and maintenance /replacement of valves and equipment. Reduce sizes where indicated, using reducing fittings. Align piping accurately at connections, within 1/16" misalignment tolerance. (No underground water piping inside building area downstream of water header. Use overhead piping only.) B. CORROSION PROTECTION: Underground copper service piping, and any other copper underground piping, shall be spirally wrapped with 3M bitumastic tape . manufactured especially for the purpose, Y/" overlap minimum on the wrapping. C. Locate Piping Runs, except as otherwise indicated, vertically and horizontally (pitched to drain) and avoid diagonal runs. Locate runs as shown or described by diagrams, details and notations or, if not otherwise indicated, run piping in shortest route which does not obstruct usable space or block access for servicing building and its equipment. 3.2 INSTALLATION OF PIPING ACCESSORIES: Install piping accessories in accordance with requirements of Section 15050. 3.3 INSTALLATION OF HANGERS, SUPPORTS AND ANCHORS A. Install Hangers, supports and anchors in accordance with requirements of Division 15 Basic Piping Materials and Equipment section "Hangers, Supports and Anchors." 3.4 INSTALLATION OF VALVES A. Install valves where indicated, and as specified. Locate valves to be accessible for both operation and service. Install valves with stems up in vertical position, or to side in horizontal position. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15420 Page 4 DOMESTIC WATER SYSTEM COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Sectional Valves: Install on each branch and riser, close to main, where branch or riser serves 2 or more plumbing fixtures or equipment connections, and as indicated. C. Shutoff Valves: Install on inlet of each plumbing equipment item, and on inlet of each plumbing fixture, and as indicated. D. Drain Valves: Install on each plumbing equipment item located to completely drain equipment for service or repair. Install at base of each riser, at base of each rise or drop in piping system, and where indicated or required to completely drain domestic water piping system. E. Check Valves: Install on discharge side of each pump, and as indicated. 3.5 INSTALLATION OF WATER HEATERS: Install per manufacturer's recommendation. Pipe pressure relief valve as shown on drawings. A. Mounting: The water heater shall be set dead level in both directions. All water heaters not mounted on a floor (such as huhg above ceiling) shall have a sheet metal pan underneath them piped to an approved indirect drain. Strap water heater for earthquake protection. B. Piping Connections: The water heater shall piping connections as shown on the drawings. Piping connection to unit shall have a union. Each inlet and outlet piping shall have a shut -off gate valve. Each relief valve shall be piped to an approved indirect drain as approved by the local jurisdiction. C. Protection: The water heater shall be protected during construction and all solder or solder flux removed from the top. D. Cleaning: The water heater shall be cleaned and all construction dirt removed at the completion of the project. 3.6 EQUIPMENT CONNECTIONS A. Piping runouts to Fixtures: Provide hot and cold water piping runouts to fixtures of sizes . indicated, but in no case smaller than required by Plumbing Code. B. Mechanical Equipment Connections: Connect hot and cold water piping system to mechanical equipment as indicated, and comply with equipment manufacturer's installation instructions. Provide shutoff valve and union for each connection, provide drain valve on drain connection. 3.7 CLEANING, FLUSHING AND INSPECTION: Clean, flush, and inspect domestic water piping system in accordance with requirements of Section 15410 and Plumbing Code. Flush with potable supply water, continue to flush until potability state is maintained throughout distribution system. 3.8 PIPING TESTS: Test domestic water piping system in accordance with requirements of Section 15410 and Plumbing Code. 3.9 PROJECT CLOSE OUT: Provide Test Data, Operating and maintenance Manuals, Certificates, and Guarantees as required in Section 15010. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 15420 MULVANNYG2 ARCHITECTURE SECTION 15420 Page 5 DOMESTIC WATER SYSTEM 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15420 Page 6 DOMESTIC WATER SYSTEM COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 DESCRIPTION A. General: Provide plumbing fixtures, with trim, sealants and accessories. B. General Requirement: Conform to Division 1. 1.2 SUBMITTALS: Items for which the submittal requirements specified elsewhere apply are as follows: A. Shop Drawings: Rough -in of Fixtures B. Product data C. Certificates PART2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS B. Plumbing brass (special): Chicago Faucet; T & S Brass Co.; Speakman and Moen. C. Vitreous China Plumbing Fixtures: Kohler; and American Standard D. Mop Sink: Fiat; and Williams. E. Closet Seats: Church; Bemis; Olsonite and Beneke. F. Carriers and Wall hydrants: Zurn and Smith. G. Stainless Steel Plumbing Fixtures: Elkay and Just. H. Electric Water Coolers: Sunroc and Haws. I. Other Items: As indicated. J. Other Equal Products: Materials and manufacturers shall be by written approval per Section 15010. 2.2 TRIM COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Fixtures 2. Trim 3. Silicone Sealer 4. Accessories SECTION 15450 PLUMBING FIXTURES & TRIM A. Plumbing brass (general): American Standard; Kohler; Symmons; Sloan; Speakman; Watrous; and Chicago Faucet. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15450 Page 2 PLUMBING FIXTURES & TRIM COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. General: Trim shall mean any metal parts used with fixture; shall be brass except Federal Specifications grade zinc - aluminum may be furnished for faucet handles. B. Finish: Finish of exposed metal parts, chromium over nickel. C. Stop: Provide in each water connection to each fixture, except where fitting has integral stops, loose key pattern with shield, polished finish where exposed, rough where concealed, Bridgeport Brass, Brass Craft (Speedway), Eastman, Teledyne Ansonia or equal. D. Exposed Supplies: 1/2" O.D. tubing. E. Faucets: Provide all trim for lavatories, sinks, etc., with renewable cartridges. F. Water Closet Specials: Provide water closet bolts with vitreous caps. G. Escutcheon: Provide at each point where pipe or other. fittings enter wall at fixture. H. Traps: No. 17 gage seamless tubing without cleanout; shall bear the manufacturer's name and gage. I. Vacuum Breaker: Provide on water supply to each fixture which has a water connection located below the rim, or a hose attachment; flow- through pattern; Sloan, Watrous, Coyne & Delaney, Watts or equal. J. Sealant: Silicone type. 2.3 PLUMBING FIXTURES: All plumbing fixtures as scheduled on the plans in the "Plumbing Fixture Schedule" shall be furnished and installed complete by the Mechanical Contractor unless otherwise noted. For items furnished by others the Mechanical Contractor shall install and connect all services as indicated in the "Plumbing Equipment Schedules ". All P- traps, tailpieces, escutcheons and stop valves shall be furnished and installed by Mechanical Contractor. 2.4 E & F — FIXTURES. All "E" and "F" fixtures as scheduled on the plans shall be furnished and installed complete by the Mechanical Contractor unless otherwise noted. For items furnished by others the Mechanical Contractor shall install and connect all services as indicated in the "Plumbing Equipment Schedules ". All P- traps, tailpieces, escutcheons and stop valves shall be furnished and installed by Mechanical Contractor. 2.5 CHAIR CARRIERS A. Closets: Zurn Z -1208 series for vertical stacks. Zurn Z -1203 series 4" for horizontal lines. B. Lavatories: Zurn ZN -1224 series for wall hung lavatories. C. Electric Water Coolers: Zurn Z -1225 for wall hung electric water coolers. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 3 EXECUTION 3.1 INSTALLATION A COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15450 Page 3 PLUMBING FIXTURES & TRIM A. Fixtures: Install fixtures in first -class manner with proper connections to water, drainage and vent systems. B. Base: See that proper grounds are set to form a secure base for each fixture and an absolutely rigid setting. C. Guards: Provide guards and /or boxing as may be required to protect fixtures against damage from operations of other trades. D. Back Flow Preventers: All fixtures except water closets shall have water supply above rim or be provided with code approved backflow preventers. E. Wall Connections: Connect exposed traps and supply pipes for all fixtures and equipment to rough piping systems at wall, unless otherwise specified. F. Seal at Structure: Where plumbing fixtures about to walls and floors, seal all joints with non hardening sealant. 3.2 ADJUST AND CLEAN A. Clean Up 1. Remove all labels from fixtures, and clean prior to final acceptance. 2. Remove all dirt from fixtures, fittings and traps. B. Escutcheons: Secure all escutcheons against wall. END OF SECTION 15450 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15450 Page 4 PLUMBING FIXTURES & TRIM COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 DESCRIPTION A. General: Provide all fuel gas piping, regulators, safety controls, gas flues and accessories for gas fired water heaters, bakery ovens, pizza ovens, radiant heaters, rooftop HVAC units and any other gas equipment as shown on the plans. B. General Requirement: Conform to Division 1. 1.2 SUBMITTALS: Items for which submittal requirements, specified elsewhere, are as follows: A. Product Data COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1. Pipe and Fittings 2. Regulators 3. Safety Controls 4. Sealants 5. Protective Tape B. Certificate of Compliance 1. U.L. /U.L.C. 2. CSA 3. ASHRAE Standard 90 SECTION 15460 FUEL GAS PIPING & EQUIPMENT PART2 PRODUCTS 2.1 PIPING MATERIALS A. General: Comply with Sections 15050 and 15410. B. Materials: Provide products complying with ANSI Z 223.1 "National Fuel Gas Code" (NFPA Standard No. 54), where type is not indicated. C. Fuel Gas Piping 1. Pipe Size 1 -1/2" and Smaller: Black steel pipe of sizes indicated. a. Pipe Weight: Standard weight b. Fittings: Class 150 malleable iron threaded. c. Fittings: Wrought steel buttwelding (Contractors Option). 2. Pipe size 2" and larger: Black steel pipe of sizes indicated. a. Pipe Weight: Standard weight b. Fittings: Wrought steel buttwelding. 2.2 FUEL GAS PIPING EQUIPMENT AND ACCESSORIES MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15460 Page 2 FUEL GAS PIPING & EQUIPMENT 2.3 PIPING ISOLATION PRODUCTS 2.4 PIPE SYSTEM PAINTING: 2.5 SEISMIC GAS SHUTOFF VAVLE PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. General: Provide factory- fabricated gas piping equipment and accessories of sizes and types indicated. Comply with applicable standards and installation requirements. Provide sizes, types and materials which mate and match piping and equipment connections. A. Piping Isolators: Provide products complying with the applicable requirements of Sections 15050 and 15410. A. Where gas piping is installed above the building roof or is otherwise exposed to weather, clean the pipe and fitting surfaces for painting included in Section 09900 "Painting ". At project completion, verify that no gas piping above the roof remains unpainted. A. For all locations in California, Oregon, Washington, Idaho, Nevada, Utah, Georgia, British Columbia and other locations as indicated on plans provide ASCE certified seismic gas shutoff valve on main gas line to building. 3.1 INSTALLATION OF PIPING SYSTEM A. General: Comply with Sections 15050 and 15410. Install piping products in accordance with manufacturer's written instructions, with applicable installation requirements of ANSI Z 223.1, and the Uniform Plumbing Code. B. Sealants: Use sealants on metal gas piping threads which are chemically resistant to LP and natural gas. Use sealants sparingly and apply to only male threads of metal joints. C. Grounding: Ground gas piping electrically and continuously within project, and bond tightly to grounding electrode. Buried bare metal piping is acceptable as a grounding electrode. D. Drip -legs: Install drip -legs in gas piping at each piece of equipment and each vertical rise in piping. Install "Tee" fitting with bottom outlet plugged, or capped, at bottom of pipe risers. E. Insulating Coupling: Use insulated couplings where dissimilar metals are joined underground. F. Coordination: Verify gas delivery pressure and coordinate with gas utility company as necessary to interface gas piping with gas service supply work. 3.2 EQUIPMENT CONNECTIONS MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15460 Page 3 FUEL GAS PIPING & EQUIPMENT A. General: Connect fuel gas piping to equipment in manner shown; comply with equipment manufacturer's instructions where not otherwise indicated. B. Gas Pressure Reducing Valves: When gas delivery pressure exceeds 9" W.C. all gas fired equipment shall be equipped with pressure reducing valves. 3.3 PIPING ISOLATION: Install piping isolators in accordance with Section 15050 and 15410. 3.4 FIELD QUALITY CONTROL: Fuel Gas Piping Tightness Test: Prior to initial operation, test and purge fuel gas piping in accordance with ANSI Z 223.1, "National Fuel Gas Code and the Uniform Plumbing Code." 3.5 PROJECT CLOSE OUT: Provide Test Data, Operating and Maintenance Manuals, Certificates, Guarantees and Perform Tests and Demonstrations required in Section 15010. END OF SECTION 15460 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15460 Page 4 FUEL GAS PIPING & EQUIPMENT COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TE! # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 C. Product Data COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15850 EXHAUST FANS PART 1 GENERAL CONDITIONS 1.1 DESCRIPTION A. General 1. Equipment furnished and installed by the Contractor as part of the work: a. The Mechanical Contractor shall provide ceiling fans, roof exhaust fans and vibration isolation. b. Include controls indicated on the drawings. 2. Vibration isolation, as hereinafter specified, and detailed shall be provided by the Contractor. 1.2 SUBMITTALS: A. Items for which the submittal requirements, specified elsewhere, apply as follows: 1. Submit six (6) copies of submittals - product data indicating rated capacities, weights, accessories and electrical requirements. 2. Submit manufacturer's installation instructions. B. Shop Drawings 1. Wiring diagrams for all field wiring connections and interlock with Section 15900 and Division 16. 2. Submit drawings indicating components, dimensions, weights and loadings, required clearances, and location and size of field connections. 1. Exhaust Fans 2. Vibration Isolation Equipment 1.3 OPERATION AND MAINTENANCE DATA A. Submit six (6) copies of operation and maintenance manuals to the engineer (after engineering stamp has been applied to the product data). B. Include manufacturer's descriptive literature, start-up and operating instructions, installation instructions, and maintenance procedures. 1.4 DELIVERY, STORAGE AND HANDLING A. Comply with manufacturer's installation instructions for rigging, unloading, and transporting units. B. Protect units from physical damage. Leave factory shipping covers in place until installation. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15850 Page 2 EXHAUST FANS 1.5 WARRANTY A. Provide two -year warranties for ceiling exhaust fans, roof exhaust fans and oven hood exhaust fans and other air moving equipment included in this section and is not directly supplied by the Owner. Include provisions to warrant both materials and labor. 1.6 MAINTENANCE SERVICE A. Submit six (6) cipies of operation and maintenance manuals to the Architect. B. Include manufacturer's descriptive literature, start -up and operating instructions, installation instructions and maintenance procedures. 1.7 REGULATORY REQUIREMENTS A. Fans shall be U.L. listed and labeled. PART2 PRODUCTS 2.1 CEILING EXHAUST FANS A. Manufacturers: Penn, Cook, or Greenheck COSTCO WHOLESALE Deli/Dish Prep /Rotisserie Remodel B. General: Fans include housing, wheel, fan shaft, bearings and drive as a factory assembled unit with back draft damper. See drawings for ratings. Entire fan, motor and wheel assembly shall be removable without disturbing the housing. C. Ceiling Grille: Grille shall be of white egg -crate shape design, comply with OSHA requirements and provide 85 percent free open area. D. Fan Wheel: Centrifugal blower type. Fan motor and wheel assembly shall be removable from housing. E. Drive: Direct drive Max. 1100 rpm. F. Vibration Isolation: Drive assembly mounted on rubber -in -shear vibration isolators. G. Electrical Disconnect: Provided factory wired within motor compartment. H. Ratings: Ratings from tests conforming to AMCA standard 210 and shall be U.L. listed. 2.2 ROOF EXHAUST FANS A. Manufacturers: Penn or Cook. B. General: Fans include housing, wheel, fan shaft, bearings and drive as a factory assembled unit, back draft dampers, and removable birdscreen. See drawings for ratings. C. Housing: Heavy gauge aluminum. Unit shall have curb cap. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel D. Fan Wheel: Forward curved centrifugal, spun or die formed blades, wedged hub, aluminum construction, or backward inclined shall be as indicated on Contract Drawings. E. Type: Per equipment schedule 2.3 ROTISSERIE/PIZZA OVEN HOOD EXHAUST FAN A. These fans shall be furnished /installed complete by M.C. B. Power roof ventilators shall be of the UBC centrifugal type as manufactured by Penn or Cook. Units shall meet U.L. Standard 762 for the removal of grease -laden vapors and fumes, and be U.L. listed, as required. 2.4 ROOF CURB 1. Sealed motor compartment cover shall be of spun aluminum, easily removable for access to motor and drives. One -piece lower housing with deep -spun venturi shall have built -in grease trough and drain. Unit shall have vertical exhaust discharge. 2. Base, motor compartment disc, and support pipes shall be heavy gauge steel. Motor compartment shall have a positive ventilation system utilizing four breather tubes and wheel backplate fins to draw outside air over motor. 3. Drive mechanism shall incorporate a V -belt drive with an adjustable case iron motor pulley. Drive shaft shall be turned, ground and polished. 4. Aluminum centrifugal wheel shall be a non - overloading, backward - inclined design. It shall have permanently affixed wheel balance weights, and be statically and dynamically balanced. 5. Motors shall be located out -of -the airstream. Motor plate shall have single bolt belt adjustment. Fan bearings shall be relubricable pillow -block ball bearing type in cast iron housing. Factory-wired safety disconnect switch and weather - resistant exterior junction box shall be specified as required. 6. Units shall bear the AMCA Certified Ratings Seal for air and sound. A. Roof Curbs for installation on Pre - Engineered Metal "Pre - Engineered Metal Building." Where other roof "Roof Curbs and Accessories." B. Curb shall be manufactured in accordance with Association guidelines. 2.5 VIBRATION ISOLATION MOUNTINGS SECTION 15850 Page 3 EXHAUST FANS Buildings: Specified in Division 13 systems are used, see Division 7 the National Roofing Contractors A. Scope: Provide the vibration isolation mountings as specified elsewhere and as shown. B. Manufacturer: Mfr. shall be Mason Industries, Vibration Mountings., Inc., Vibration Elimination Co., Amber /Booth, Consolidated Kinetics, Inc., Korfund, or equal. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15850 Page 4 EXHAUST FANS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel C. Isolation Efficiency and Deflections: The design of the foundation and its supports shall be adequate to produce not less than the following vibration isolation efficiency and spring deflections. Vibration isolation efficiency shall be based on the lowest disturbing frequency of both driving and driven units. Fan RPM Minimum Isolation Minimum Deflection Efficiency - % Inches 350 or less 80 1.50 350 to 800 90 0.50 Over 800 95 0.25 D. Anchor Bolts: Galt' anchor bolts shall be provided for each isolator; two min. for each unit. E. Computations: Following selection of equipment mounted on isolation mountings, the Contractor shall prepare computations showing how vibration - isolation efficiency will be produced and submit for approval. F. Internal Isolation: Where vibration isolation of fan and drive system on package units meets these efficiencies and deflection, no additional isolation will be required. PART 3 EXECUTION 3.1 INSTALLATION: A. Install power ventilators level and plumb. B. Secure roof mounted fans to roof curbs with cadmium plated hardware. Refer to Division 7 Section "Roof Accessories" for installation of roof curbs. C. Suspend ceiling fans from structure; use steel wire or metal straps. D. Support suspended units from structure using threaded steel rods. E. install units with clearances for service and maintenance. F. Label units according to requirements specified in Division 15 Section 15050, "Basic Materials and Methods ". 3.2 MANUFACTURERS' INSTRUCTIONS: Install all equipment in conformance to mfr.'s instructions. 3.3 CLEANING AND ADJUSTING: Plenums and casings shall be thoroughly cleaned of all debris and blown free of all small particles of rubbish and dust before installing and making final duct connections. Equipment shall be wiped clean, with all traces of oil, dust, dirt, or paint spots removed. Temporary filters shall be provided for all fans that are operated during construction, and after construction dirt has been removed from the building, new filters shall be installed. Bearings shall be properly lubricated with oil or grease as recommended by the manufacturer. Belts shall be tightened to proper tension. All control valves and other miscellaneous equipment requiring adjustment shall be adjusted to setting indicated or MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15850 Page 5 EXHAUST FANS directed. Fans shall be adjusted to the speed indicated by the manufacturer to meet specified conditions, ready for air balancing. END OF SECTION 15850 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15850 Page 6 EXHAUST FANS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 DESCRIPTION A. General: Provide all sheet metal work, air terminals and accessories. B. Conform to General Requirements and to Division 1. 1.2 SUBMITTALS: Items for which submittal requirements, specified elsewhere, apply are as follows: A. Shop Drawings COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15880 AIR DISTRIBUTION SYSTEM 1. Air Conditioning Unit Installation 2. Ductwork Installation B. Product Data 1. Air Terminals 2. Terminal Boxes 3. Flexible Duct 4. Duct Liner 5. Dampers 6. Access Door and Hardware 7. Fire Dampers 1.3 SHEETMETAL: Unless specified otherwise, all sheetmetal shall be galv steel; Bethlehem, U.S. Steel, Youngstown or Republic Steel mfr. Galvanized steel shall be G -60 min., LFQ Chemtreat. 1.4 DUCT CONSTRUCTION A. All ductwork shall be galvanized steel unless otherwise noted. B. Comply with SMACNA Duct Construction Standards, Metal and Flexible Current Edition as required, with additional requirements and modifications specified herein. 1.5 RIVETING: Unless sheetmetal screws are called for, use rivets for attachment purposes for sheetmetal; blind rivets, where required, United Shoe "Pop ", Duro Dyne "Pinriveter ", or Cherry "Commercial ". 1.6 ROUTING OF DUCTWORK: Avoid all major structural supports, and coordinate all work with work of other trades. 1.7 OFFSETS IN DUCTWORK: Ductwork shall run straight from equipment to an architectural finish with no offsets. Drawings do not show all offsets which may be required. Make offsets with fittings above ceilings, behind walls or in roof structure with as small an angle of offset as possible; do not use square corner inserts, unless specifically shown. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15880 Page 2 AIR DISTRIBUTION SYSTEM 1.8 FLEXIBLE CONNECTIONS AT FANS: At each sheetmetal connection to a fan; Ventfabrics, Inc. "Ventglas ", or Duro Dyne "EXCELON "; fireresistive; clamped and sealed to duct and to fan. 1.9 SIZES SHOWN FOR ACOUSTIC -LINED DUCTS: Are net, inside the lining. 1.10 COLLARS: Where an exposed duct passes through a wall, slab, or ceiling a 1" wide 18 -gage angle with mitered corners shall be fastened to the building on each exposed face. PART2 PRODUCTS 2.1 SHEETMETAL WORK, LOW PRESSURE, GENERAL A. Scope: Provide all low pressure sheetmetal work. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel B. Duct Construction: Comply with SMACNA Duct Construction Standards, 2" W.G. Static Pressure Class, Seal Class C. C. Seams: Do not use standing S- cleats or welded seams, or standing seams, except standing seams are permitted on plenums where seams are equipped with full length rolled steel backing angles. Button punch snap -lock seams made on Lockformer tools will be acceptable, where Pittsburgh seams are called for. D. Diagonal Creasing: On all panels wider than 18 ". E. Elbows: Inside radius equal to maximum width of elbow wherever possible. F. Turning Vanes: Double Vane Type: Comply with SMACNA Duct Construction Standards. Single Vane Type: Comply with SMACNA Duct Construction Standards. G. Sheetmetal Connections to Building Construction: Use steel angles, riveted to the sheetmetal and bolted using expansion shells or expansion bolts to the building surface with compressible glass fiber under the angle; angles, same as for bracing; 1" x 1" x 1/8" minimum. H. Access Doors and Frames 1. General: Include access door wherever access to ducts or plenums is necessary for reaching equipment; double construction, tight fitting, hinged, with latch, insulation or sound lining equivalent to that of the duct; steel angle frame. 2. Access Door Sizes: In general, 18" x 24" or 18" x 36 "; into plenums; for access to coils or dampers, 12" x 16" minimum size. 3. Latches: Die -cast, Ventfabrics No. 100 for doors 1 high or smaller; Cat No. 260 for up to 3' -0" height; Cat. No. 310 for larger, and use two. I. Duct Lining: See Section 15250. J. Transverse Joints: 1. Ductmate or WDCI proprietary duct connection systems will be accepted. Ductwork constructed using these systems will refer to the manufacturers guidelines for MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 2.2 VOLUME DAMPERS AND QUADRANTS, LOW PRESSURE DUCTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15880 Page 3 AIR DISTRIBUTION SYSTEM sheet gauge, intermediate reinforcement size and spacing, and joint reinforcements. 2. TDC/TDF/T -24 shall be constructed as a SMACNA T -24 flange. Use of these joint systems shall be limited as follows: Duct Size 0 -42" Operating Pressure 0 - 2" W.G. A. Scope: Provide dampers in ductwork as required to balance the system to produce the air quantities shown. B. Acoustic Performance: Construction of dampers shall be free from any sharp edges which will produce excessive turbulence preventing obtaining the acoustic performance in the rooms served as specified for "Grilles and Diffuser ". C. Dampers: Are not shown generally. Include damper in the duct to each supply return or exhaust opening; also in each branch duct where the pressure loss is lower than other branch ducts leading from the same trunk duct; elsewhere as shown. D. Location of dampers: At a point where the duct is accessible; where possible, with the axis of the blade the long dimension; as far from the outlet as possible. E. Edges: Both leading and leaving, hemmed; side edges flanged 1/2 ", placed so that air strikes the smooth face. F. Damper Blades: For ducts smaller than 10" maximum cross - section, 24 -gage; 11" to 30 ", 22 -gage; larger than 30 ", 20 -gage; in ducts wider than 12 ", multiple blade, maximum blade width 12"; arranged so that adjacent blades rotate in alternate directions; where length exceeds 30 ", use a 3/8" steel rod stem fitted in a V- crease in the blade. G. Quadrants, Where Ducts are Accessible: (Including Above - Ceiling Ducts Where Ceilings are Removable) Duro Dyne manufacture, catalog numbers as follows: 1. For blades with maximum dimensions under 10"; cat. No. KS -145 dial regulator with locking nut, round end spring -in bearing and square end damper bearing. 2. For blades with a maximum dimension 10" to 20" Cat No. KSR -195, dial regulator with locking nut, round end spring -in bearing and square end bearing. 3. For blades with maximum dimension over 20"; Cat No.. KS -12, damper quadrant with 1/2" size damper bearings. H. Quadrants, Where Ducts are not Accessible: Flush mounting concealed type, Ventfabrics Cat. Type 66, or Young Regulator No. 301 Series. 2.3 LOW PRESSURE FLEXIBLE DUCT: Thermaflex M -KE, or approved equal. Ducts shall be coated glass fiber material with metal spiral and fiberglass insulation. Duct shall have a flame spread not to exceed 20. Ducts shall be same diameter as troffer diffuser connections or as shown on the drawings. Flexible ducts shall be no longer than 10' and shall be fully expanded. All elbows to grilles shall be sheet metal. Duct connections shall be located in such a manner to prevent sharp turns in flexible duct. Ideal "Snap- Lock" or Ventlock MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15880 Page 4 AIR DISTRIBUTION SYSTEM "Suretite" No. 670 at each end. Operating pressure: 2" w.g. positive, 2" w.g. negative and 2500 FPM 0 deg F to 200 deg F internal. 2.4 SPIN IN FITTINGS: Conical type, circular, same diameter as connecting Flex, 24 -gage minimum galvanized steel construction, volume damper, quadrant and accessories. 2.5 AIR TERMINALS: Provide air terminals as scheduled on plans. 2.6 HANGERS FOR SHEETMETAL WORK PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Scope: Provide hangers, supports and anchor bolts for all sheetmetal work and equipment. B. Duct Sizes: Referred to in Following Articles: Refer to maximum cross - section dimension, at location of hangers. C. Horizontal Low Pressure Ducts 1. Concealed Ducts under 36" Width: Galvanized straps running down the side and turning under the bottom, attached with rivets. 2. Exposed Ducts under 36" Width: 1/4" rods, one on each side at each point of suspension, end of the rod flattened and riveted at the top. 3. Ducts 36" and Larger: 3/8" min. rods through the ends of the angle stiffeners under the ducts. If stiffeners are not located properly for the hangers, provide additional angles of same size. 4. Spacing: •8' max., in general; 4' max. for ducts 38" size and larger. 3.1 INSTALLATION: All ductwork shall be installed in workmanlike manner. Fabrications, fittings, joints, take -offs, attachment to sheet metal work, turning vanes, dampers, stapling, sealing and taping, and insulation of exposed sheet metal work shall be executed in strict conformance with the mfr.'s latest recommendations. See Division 2 for seismic design requirements. Work under this Section shall include installation of automatic dampers furnished under Section 15900. Installation supervision by the control manufacturer's supervision. 3.2 DAMPER POSITIONS: Set and lock all dampers in the "Full Open" position prior to balancing work. 3.3 LOCATION OF DIFFUSERS AND GRILLES: Verify exact location in field. 3.4 DUCT LINING: Comply with SMACNA Duct Liner Application Standard; cemented using Benjamin Foster No. 81 -60. On ducts over 20" deep, also provide mechanical fasteners 25" o.c. starting within 2" of leading edge. Provide edge trim strips for all edges. Coat all exposed edges and joints with fire retardant adhesive. Block face of liner to face the airstream. Duct lining shall be installed in the first 15 feet of duct to any air terminal on either side of the fan. Do not line ducts connected to a make -up air system. Make -up air system ducts shall be wrapped with insulation as specified in Section 15250. Concentric drops serving the main sales area are factory insulated. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15880 Page 5 AIR DISTRIBUTION SYSTEM 3.5 TESTING AND EXAMINATION: After the control is connected, before balancing and testing, representative of mfr. shall test all systems. Advise Engineer in writing when testing is complete and all systems are operating properly. 3.6 LEAKAGE FROM DUCTWORK: Following completion of Air Balance work. If leakage in supply or exhaust ducts as indicated by Air Balance exceeds five (5) percent the Contractor shall seal the ducts to bring leakage within the five percent limit. 3.7 BALANCING - SEE SECTION 15950. 3.8 PROJECT CLOSE -OUT: Provide Test reports, instruction of Owner's personnel; Certificates of Approval and /or Completion; guarantees and warranties; operating and maintenance manuals; and As -Built Drawings per Section 15010. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel END OF SECTION 15880 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15880 Page 6 AIR DISTRIBUTION SYSTEM COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 SUMMARY 1.2 RELATED DOCUMENTS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 15950 TESTING, ADJUSTING, AND BALANCING A. This Section specifies the requirements and procedures for total mechanical systems Testing, Adjusting, and Balancing (TAB). Requirements include measurement and establishment of the fluid quantities of the mechanical systems as required to meet design specifications, and recording and reporting the results. B. The MC shall procure the services of an independent TAB Agency for the testing and balancing of the mechanical systems. C. TAB shall include the following mechanical systems: 1. Supply air systems (N /A) 2. Return air systems (N /A) 3. Exhaust air systems 4. Verify temperature control system operation. (N /A) A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. 1.3 DEFINITIONS A. Systems testing, adjusting, and balancing is the process of checking and adjusting all the building environmental systems to produce the design objectives. It includes: 1. The balance of air and water distribution 2. Adjustment of total system to provide design quantities 3. Electrical measurement 4. Verification of performance of all equipment and automatic controls. B. Test: To determine quantitative performance of equipment. C. Adjust: To regulate the specified fluid flow rate and air patterns at the terminal equipment (e.g., reduce fan speed, throttling). D. Balance: To proportion flows within the distribution system (submains, branches, and terminals) according to specified design quantities. E. Procedure: Standardized approach and execution of sequence of work operations to yield reproducible results. F. Report forms: Test data sheets arranged for collecting test data in logical order for submission and review. These data should also form the permanent record to be used as the basis for required future testing, adjusting, and balancing. G. Terminal: The point where the controlled fluid enters or leaves the distribution system. These are supply inlets on water terminals, supply outlets on air terminals, return outlets MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15950 Page 2 TESTING, ADJUSTING, AND BALANCING I. Submain: Duct or pipe containing part of the systems' capacity and serving two or more branch mains. J. Branch maim Duct or pipe serving two or more terminals. K. Branch: Duct or pipe serving a single terminal. 1.4 SUBMITTALS A. Agency Data: 1. Submit proof that the proposed testing, adjusting, and balancing agency meets the qualifications specified below. B. Engineer and Technicians Data: COSTCO WHOLESALE Deli /Dish Prep/Rotisserie Remodel on water terminals, and exhaust or return inlets on air terminals such as registers, grilles, diffusers, louvers, and hoods. H. Main: Duct or pipe containing the system's major or entire fluid flow. 1. Submit proof that the Test and Balance Engineer assigned to supervise the procedures, and the technicians proposed to perform the procedures meet the qualifications specified below. C. Procedures and Agenda: Submit a synopsis of the testing, adjusting, and balancing procedures and agenda proposed to be used for this project. D. Sample Forms: Submit sample forms,•if other than those standard forms prepared by the Associated Air Balance Council (AABC) or National Environmental Balancing Bureau (NEBB) are proposed. E. Certified Reports: Submit testing, adjusting, and balancing reports bearing the seal and signature of the Test and Balance Engineer. The reports shall be certified proof that the systems have been tested, adjusted, and balanced in accordance with the referenced standards; are an accurate representation of how the systems have been installed; are a true representation of how the systems are operating at the completion of the testing, adjusting, and balancing procedures; and are an accurate record of all final quantities measured, to establish normal operating values of the systems. Follow the procedures and format specified below: 1. Draft reports: Upon completion of testing, adjusting, and balancing procedures, prepare draft reports on the approved forms. Draft reports may be hand written, but must be complete, factual, accurate, and legible. Organize and format draft reports in the same manner specified for the final reports. Submit 3 complete sets of draft reports. Only 1 complete set of draft reports will be returned. 2. Final Report: Upon verification and approval of draft reports, prepare final reports, type written, and organized and formatted as specified below. Submit 3 complete sets of final reports. 3. Report Format: Report forms shall be those standard forms prepared by the referenced standard for each respective item and system to be tested, adjusted, and balanced. Bind report forms complete with schematic systems diagrams and other data in reinforced, vinyl, three -ring binders, Provide binding edge labels with MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEL # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 1.5 QUALITY ASSURANCE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel the project identification and a title descriptive of the contents. Divide the contents of the binder into the below listed divisions, separated by divider tabs: a. General Information and Summary b. Air Systems c. Hydronic Systems d. Temperature Control Systems e. Special Systems. SECTION 15950 Page 3 TESTING, ADJUSTING, AND BALANCING 4. Report Contents: Provide the following minimum information, forms and data: a. General Information and Summary: Inside cover sheet to identify testing, adjusting, and balancing agency, the Company, Engineer, and Project. Include addresses, and contact names and telephone numbers. Also include a certification sheet containing the seal and name address, telephone number, and signature of the Certified Test and Balance Engineer. Include in this division a listing of the instrumentations used for the procedures along with the proof of calibration. b. The remainder of the report shall contain the appropriate forms containing as a minimum, the information indicated on the standard report forms prepared by the AABC or NEBB, for each respective item and system. Prepare a schematic diagram for each item of equipment and system to accompany each respective report form. c. Calibration Reports: Submit proof that all required instrumentation has been calibrated to tolerances specified in the referenced standards, within a period of six months prior to starting the project. A. Agency Qualifications: 1. Employ the services of an independent testing, adjusting, and balancing agency meeting the qualifications specified below, to be the single source of responsibility to test, adjust, and balance the building mechanical systems identified above, to produce the design objectives. Services shall include checking installations for conformity to design, measurement and establishment of the fluid quantities of the mechanical systems as required to meet design specifications, and recording and reporting the results. 2. The independent testing, adjusting, and balancing agency certified by National Environmental Balancing Bureau (NEBB) or by the Associated Air Balance Council (AABC) in those testing and balancing disciplines required for this project, and having at least one Professional Engineer registered in the State in which the services are to be performed, certified by NEBB or AABC as a Test and Balance Engineer. B. Codes and Standards 1. NEBB: "Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems." 2. AABC: "National Standards For Total System Balance ". 3. American Society of Heating, Refrigeration, and Air - Conditioning Engineers (ASHRAE): ASHRAE Handbook, 1999 HVAC Applications Volume, Chapter 36, Testing, Adjusting, and Balancing. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15950 Page 4 TESTING, ADJUSTING, AND BALANCING 1.6 PROJECT CONDITIONS A. Systems Operation: Systems shall be fully operational prior to beginning procedures. 1.7 SEQUENCING AND SCHEDULING PART 2 PRODUCTS & MATERIALS 2.1 Not Used. PART 3 EXECUTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel C. Pre - Balancing Conference: Prior to beginning of the testing, adjusting, and balancing procedures, schedule and conduct a conference with the Engineer and representatives of installers of the mechanical systems. The objective of the conference is final coordination and verification of system operation and readiness for testing, adjusting, and balancing. 3.1 BALANCING WORK A. Determine best locations in main and branch ductwork for most accurate duct traverses. B. Place outlet dampers in the full open position. C. Prepare schematic diagrams of system "as- built" ductwork and piping layouts to facilitate reporting. D. Lubricate all motors and bearings. E. Check fan belt tension. F. Check fan rotation. G. Air Balancing Methods 1. Balance each air system that is served by air filters, using artificial static loading of system, to demonstrate, test and obtain system design pressure drop data. H. Air Balance Testing Procedure 1. Perform testing and balancing procedures on each system with the following and the identified, in accordance with the detailed procedures outlined in the referenced standards. I. Cut insulation, ductwork, and piping for installation of test probes to the minimum extent necessary to allow adequate performance of procedures. 1. Test and adjust equipment RPM to design requirements. 2. Test motor load amperes. 3. Make pilot tube traverse of main supply ducts and obtain design CFM at fans. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 4. Test system static pressures, suction and discharge. 5. Test and adjust system for design CFM outside and return air: a. Maximum outside air setting. b. Minimum outside air setting. 6. Test and adjust system for design CFM outside air. 7. Test coil entering air temperatures: a. Dry bulb deg F heating and cooling. b. Wet bulb deg F cooling. 8. Test leaving air temperatures: a. Dry bulb deg F heating and cooling. b. Wet bulb deg F cooling. SECTION 15950 Page 5 TESTING, ADJUSTING, AND BALANCING 9. Adjust all main supply and return air ducts to proper design CFM. 10. Adjust all zones to proper design CFM, supply and return. 11. Test and adjust each diffuser, grille, and register to within 10 percent of design requirements. a. Identify location and area of each grille, diffuser, and register. b. Identify and list size, type and manufacture of diffusers, grilles, registers. c. Use manufacturer's ratings on all equipment to make required calculations. d. Readings and tests of diffusers, grilles, and registers shall include required FPM velocity and test resultant velocity, required CFM and test resultant CFM after adjustments. e. Adjust all diffusers, grilles, and registers to minimize drafts. 12. In cooperation with control manufacturer's representative, set automatically operated dampers to operate as indicated. a. Check all controls for proper calibration and list all controls requiring adjustment by control installers. 13. Balance supply, return, and exhaust air to provide the designed pressure relationships to adjacent areas. 14. Make any changes in pulleys, belts, and dampers, or add dampers required for correct balance at no additional cost to Owner. 15. Check fire dampers and smoke dampers for correct operation and damper position. J. Patch insulation, ductwork, and housings, using materials identical to those removed. K. Seal ducts and piping, and test for and repair leaks. L. Seal insulation to re- establish integrity of the vapor barrier. M. Mark equipment settings, including damper control positions, valve indicators, fan speed control levers, and similar controls and devices, to show final settings. Mark with paint or other suitable, permanent identification materials. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 15950 Page 6 TESTING, ADJUSTING, AND BALANCING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel N. Operating Test: After systems are balanced, conduct operating test of not less than 8 hours duration to demonstrate to satisfaction of Engineer that system(s) comply with requirements of plans and specifications, and that equipment and controls are functioning properly. O. Certified Reports: Three copies of reports, covering air balance, air motion (drafts), water system balance and sound levels, shall be submitted to the Owner, prior to final acceptance of the project. The reports shall be certified by a Registered Professional Engineer who is versed in the field of air and water balancing, Certification shall include adherence to agenda, calculation procedure and final summaries. END OF SECTION 15950 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 1 DESCRIPTION 1.1 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 16010 GENERAL PROVISIONS The General Conditions, Special Conditions, are part of this section. The electrical system required for the work includes, for the building and the site, labor and materials, equipment, and services necessary to complete the installation of electrical work and related items indicated, specified, or needed for complete and operable facility but not specifically described in other Sections of these Specifications. Material shall be new, delivered to the job in the manufacturer's labeled package. 1.2 General extent of electrical work includes, among others, the following items: A. Complete system of feeders, in conduit to power & lighting panels, equipment Toads. B. All branch circuit panels for power and lighting. C. Complete branch circuit wiring system for motors, receptacles, junction boxes, etc. D. Hangers, anchors, sleeves, chases, supports for all electrical materials and equipment shown and specified. E. Furnishing, installation of power wiring up to and including safety switches, and final connections for mechanical equipment. F. Responsible for obtaining and maintaining construction power required for electrical work, and its removal upon completion of work. G. Do excavation required for work in this Section. H. The Electrical Contractor shall be responsible for all electrical work not done by other divisions of work. I. The Electrical Contractor shall make all final connections to all Owner supplied equipment. J. The Electrical Contractor shall remove all conduits, wires, electrical devices, panels etc. for existing unuse feeders and devices. K. Dry-type transformers, installation, connections, mounting, and related feeders, disconnects and grounding. 1.3 DEFINITIONS: Certain terms used herein or implied, on the Drawings, and in the Contract Documents, shall be defined as follows: A. "Provide" Furnish and install complete and ready for service including accessories, connections and appurtenances. B. "Exposed" Open to view in any room, hallway, passageway, or outside. C. "Coordinate" Confer and work to combine the work of all concerned for a complete and operating installation, free of conflicts. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16010 Page 2 GENERAL PROVISIONS D. "All" the word all shall be implied as applicable. PART 2 WORK NOT INCLUDED 2.1 Air conditioning control devices, supplied by others. PART 3 RELATED WORK: Cooperate as necessary with other trades to ensure proper and adequate interface of the work of their trades. This Contractor shall: 3.1 Perform trenching and backfilling required for electrical installation. 3.2 Where caulking is required in connection with the electrical installation, use only those materials and methods acceptable to Architect. PART 4 QUALIFICATIONS OF INSTALLERS: For the actual fabrication, installation, and testing of work under this Section, use only thoroughly trained experienced workmen completely familiar with the items required and with the manufacturer's recommendations as to their use. In the acceptance or rejection of the finished installation, no allowance will be made for lack of skill on the part of workmen. PART 5 SUBSTITUTIONS: Materials shall conform to these Specifications. No substitutions of the materials specified will be considered prior to or after bidding. Acceptable alternate manufacturers have been specified for every item of equipment to be used on the project No others will be allowed. PART 6 SUBMITTALS: 6.1 EQUIPMENT LIST: Within 30 days after award of the Contract, and before any materials of this Section are delivered to the job site, submit to the Engineer for approval, a complete list, in four (4) complete bound copies of the equipment and materials proposed to be installed. State the type of equipment and its major components by make, model number and manufacturer, and giving full performance data. This shall in no way be construed as allowing the substitution of any item for the items specified herein. Submit complete at one time. Partial submittals will not be considered. 6.2 SHOP DRAWINGS AND RELATED MATERIALS: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Submit four (4) copies of Equipment Cuts or Shop Drawings for electrical equipment for this Contract. Drawings shall be revised as directed and four (4) prints resubmitted, if necessary, for final approval before fabrication /ordering. B. Shop drawings or cuts shall show: 1. Physical size and arrangement of equipment. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 16010 Page 3 GENERAL PROVISIONS 2. Wiring diagrams for equipment showing circuit devices, conductor size, type, etc. 3. Specifications for all components. 6.3 Contractor shall furnish an "As- built" drawings. Indicate depth of buried conduits and exact location of underground raceways. 6.4 MANUAL: Upon completion of the installation and as a condition of its acceptance, compile a manual in three (3) copies and deliver to the Architect. The manual shall be bound in hard cover post -type binder. Documents required are: A. Identification, on outside cover, stating "Electrical Installation, Costco, City, State, By: (name of Electrical Contractor) ". B. Neatly typewritten index near front of the manual, furnishing immediate information as to location in the manual of data for the installation. C. List of fuses, and other expendable equipment and devices with size, type, ordering description and manual of data applicable to this installation. D. Copies of approved final Shop Drawings. E. Where multiple types or catalog numbers are shown on sheets, underline, or suitably identify installed components. PART 7 PRODUCT HANDLING: Protect electrical material and equipment before, during and after installation, and protect the installed work of other trades. In the.event of damage, immediately make repairs and replacements necessary to the acceptance of the Architect and at no extra cost to the Owner. PART 8 PERMITS AND FEES: Secure and pay for permits and fees necessary for initiation and completion of work. This shall include charges of the telephone and power companies. PART 9 CODES. RULES. AND ORDINANCES: Work shall be in full accord with latest edition of National Electrical Code and all States, Federal, Local, and other laws and regulations applicable. Comply with requirements of National Board of Fire Underwriters, serving utility companies. However, where Specifications call for material or construction of better quality or larger sizes than required by above mentioned rules and regulations, provisions of specifications take precedence. Nothing in Plans or Specifications is to be construed to permit work not conforming to codes. PART 10 IDENTIFICATION OF SWITCHES AND APPARATUS: MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16010 Page 4 GENERAL PROVISIONS Panelboards, Cabinets, Safety Switches, transformers and other apparatus used for operation, control of circuits, appliances and equipment installed under contract shall be properly identified with engraved Lamacoid nameplates and typewritten index cards. PART 11 COOPERATION WITH OTHER CONTRACTORS: 11.1 Cooperate with other Contractors doing work on building as may be necessary for proper execution of work of various trades employed in construction of building. 11.2 Electrical Contractor shall refer to Architectural, Structural, Mechanical Drawings for construction details and coordinate his work with that of other Contractors to the end that conflict and delays are avoided. PART 12 ACCURACY OF DATA: 12.1 Data given herein and on Drawings is as exact as could be secured, but absolute accuracy is not guaranteed. Specifications and Drawings are for assistance and guidance to Contractor. Exact locations, distances, levels, etc., are governed by building and Contractor shall use data contained herein with this understanding. 12.2 Exact location of outlets not dimensioned on Drawings shall be located as directed by Architect. Any outlet installed without such authorization shall be moved, if required by Owner, without cost to Owner. PART 13 DRAWINGS: 13.1 Electrical Drawings are diagrammatic, follow as closely as actual construction and work of other Contractors will permit. Deviation from Drawings required to make work of Electrical Contractor conform to building as constructed, and to clear work of other Contractors, shall be made by Electrical Contractor without additional cost. 13.2 Verify measurements of building prior to proceeding with rough -in. 13.3 Branch circuit wiring and arrangement of home runs have been worked out for maximum economy cor}sistent with adequate sizing for voltage drop, etc., install wiring with circuits arranged as shown on drawings. 13.4 Provide J -Boxes as required for all branch circuits and Home Runs. 13.5 Owner reserves the right to make minor changes in the location of outlets if decided upon before rough -in has been finished. PART 14 INSPECTION: 14.1 Work and materials covered by this Specification is subject to inspection at any time by representative of Architect or Owner and Building Inspector. 14.2 If inspector finds any material not conforming to these specifications, within 3 days after being notified by Architect, remove materials from premises. If said material is installed, COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 entire expense of removing and replacing same, including any cutting and patching that may be necessary, will be borne by the Electrical Contractor. 14.3 Do not allow or cause any of this work to be covered up or enclosed until it has been inspected, tested and approved by the Architect and the authorities having jurisdiction over the work. Should any of this Contractor's work be enclosed or covered up before such inspection, test, he shall, at his own expense, uncover the work and after it has been inspected, tested, and approved, make repairs with such materials as may be necessary to restore his work and that of the other Contractors to its proper condition. PART 15 SUPERVISION AND WORKMANSHIP: SECTION 16010 Page 5 GENERAL PROVISIONS Contractor personally or through authorized and competent representative, constantly supervise work covered by these Specifications. So far as possible, keep same foreman on job from start to finish. Workmanship of entire job to be first class in every way. Only experienced, competent workmen employed for work. PART 16 GENERAL WORKMANSHIP: 16.1 Workmanship shall be performed by skilled mechanics according to best trade practices. 16.2 Measurements shall be verified at the job site. 16.3 Do not damage other Contractor's work. Repair to any damaged work shall be done by craftsmen skilled in the trade, to the Architect's acceptance, at no expense to the Owner. 16.4 Cutting, Patching and Opening: Do only as necessary. Do not weaken the building structure with cutting. Patching shall be done by skilled workers and shall match the general construction as to type and quality. Special consideration is required in tilt -up construction areas. 16.5 Furnish the General Contractor with the location of openings for conduit and other blockouts or holes required in the building structure for installation of electrical work. Openings shall provide as tight a fit as possible. The Electrical Contractor shall be responsible for costs of any hole mislocated or omitted from his division of the work. 16.6 Location of Outlets: It shall be the responsibility of this Contractor to study the General and Mechanical Drawings and Specifications and confer with the various trades involved to the end that there is no conflict between the electrical outlets and any work of other trades. The following must be particularly checked before installing work: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. The exact outlet location. B. The location and type of furred ceilings. C. Door swings. D. Millwork and millwork details. E. Windows and other openings. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16010 Page 6 GENERAL PROVISIONS 16.7 Appliances: Furnish scaffolding, ladders and other appliances required for the execution of the work. 16.8 Openings in Pipe: Ends of pipe shall be kept closed during the progress of the work. Pipe shall be clean and dry before any wire is installed. 16.9 Empty raceways shall be furnished with nylon cord 5/16" diameter. 16.10 Motors shall be connected with minimum 2' -0" length of flex conduit at motor connection box, (except roof mounted exhaust fans). 16.11 Adjacent wail mounted wiring devices, room thermostats or other equipment shall be coordinated and located either at the same elevation or in line, one above the other. PART 17 MATERIALS — GENERAL: 17.1 Electrical materials are to be of type and quality specified, new, listed by Underwriter's Laboratories, Inc., meet their requirements and bear their label wherever standards have been established by them. 17.2 All equipment or material for any one system shall be furnished by the same manufacturer. Such items as lamps, conduit fittings, wire, wiring devices, etc., shall be same throughout the project. PART 18 GUARANTEE: Work and materials, furnished under this Contract shall be unconditionally guaranteed against faulty workmanship or defective material for period of two years from date of final acceptance. Electrical equipment failure shall be repaired at no expense to the Owner. PART 19 AS -BUILT LAYOUTS: Maintain a complete set of "blue prints" forming a part of this Contract. After work is installed, carefully draw on prints, in colored pencil, correct location of work installed, with dimensions from permanent walls, walks, etc., and including depth of underground runs. Wiring diagrams and details corrected. Upon completion of project, deliver corrected "as- built" prints to Architect in good, legible condition. PART 20 CLEANING AND PROTECTION: 20.1 Keep the building and site clean and free of refuse from the work under this Division. 20.2 Parts of the equipment must be thoroughly cleaned and free from cement, paint, grease, plaster, and dirt. Surfaces to be painted must be thoroughly cleaned with oil and grease dissolving solvents and exposed metal work left smooth and clean with surface free of rust. 20.3 Equipment and work under other Sections of the Specifications must be kept free from damage and dirt from the work under this Section. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 20.4 Outlet boxes shall be completely free of plaster or concrete. Contractor may use paper or plastic enclosure to fulfill this requirement. PART 21 TESTING: 21.1 General Scope: It is the intent of these tests to assure that electrical equipment, both Contractor and Owner supplied, is operational within industry and manufacturer's tolerances and is installed in accordance with design specifications. 21.2 Test and Inspection: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel A. Work is not to be covered until inspected by the Engineer and The Local Inspectors. Give 48 hours notice of intention to cover up work to permit such inspection. B. All Tests shall be conducted by a Certified Testing Lab. C. Arrange for a final test and inspection to be observed by the Engineer of the complete electrical system. Test shall be conducted at the expense of and by the Contractor at a mutually agreed upon time. Test shall include the following: 1. Spot check verification of color coding, tagging, numbering and splice makeup. 2. With facility in normal operation Electrical Contractor is to adjust load connection as necessary to achieve phase balance of panels and provide Owner with chart of final adjusted readings. 3. Provide sign off reports of all testing and demonstrations. END OF SECTION 16010 MULVANNYG2 ARCHITECTURE SECTION 16010 Page 7 GENERAL PROVISIONS 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16010 Page 8 GENERAL PROVISIONS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) • Mt1LVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART1 GENERAL 1.1 PART2 PRODUCTS PART 3 EXECUTION WORK INCLUDED: Plan is general in nature and does not show all existing conditions or demolition work. This contractor shall coordinate with all other trades and disconnect/reconnect, extend /relocate, remove or alter, all existing electrical equipment and circuiting required to facilitate work in remodel areas. Coordinate with general contractor and Architect for details prior to bid. 2.1 EXISTING MATERIALS: All materials which are a part of the building shall remain the property of the Owner. 2.2 EXISTING MATERIAL RE- INSTALLED A. Existing materials and equipment that are removed as a part of the work may be reinstalled as a part of the new system, subject to approval of condition suitability by the Architect/Engineer. The requirements of the specifications (i.e. installation, warranty, testing, etc.) shall apply as if the materials were new, supplied by the Contractor. 2.3 EXISTING MATERIALS NOT TO BE RE- INSTALLED A. In coordination with the Architect/Engineer, these materials shall be made available for his inspection and decision as to whether the Owner will retain possession. Items selected for retention shall be delivered to a location on the premises selected by the Owner and turned over to him. Take reasonable care to avoid damage to this material. If the Contractor fails to conform to this requirement, he shall purchase and turn over to the Owner replacement materials of like kind and quality. B. All material not selected for retention by the Owner and debris, shall be disposed of by the Contractor. 3.1 EXISTING CONDITIONS: Examine the conditions under which Division 16 work is to be installed for conditions detrimental to proper and timely completion of the work. Do not proceed with work until deficiencies encountered in installation have been corrected. 3.2 DEMOLITION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 16020 EXISTING CONDITIONS A. Electrical equipment free standing, raceway (exposed) and conductors no longer of service as a result of this contract shall be removed. Unused raceways or sleeves shall be cut flush at floor, or wall and filled with grout. B. Prior to disconnecting or altering any existing circuit, contractor shall determine loads fed by it, and rewire as required to retain circuit continuity as necessary. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16020 Page 2 EXISTING CONDITIONS PART 4 INSPECTION COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel Prior to submitting his bid, the E.C. shall inspect the existing facility and thoroughly familiarize himself with all conditions which may affect his contract. Determine number and location of light fixtures, and other miscellaneous items affected by this work. The on -site inspection called for here shall be carried out sufficiently to afford the Contractor with information necessary to include in his bid the costs for all items involved in this project or required for completion of his work. Failure to follow these instructions shall be considered sufficient cause for this Contractor to provide necessary equipment at his own expense, as directed by the Engineer. END OF SECTION 16020 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 2 GROUND SYSTEM PART 3 ELECTRICAL COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 16050 BASIC MATERIALS & METHODS PART 1 SERVICE ENTRANCE EQUIPMENT AND MAIN SWITCHBOARD 1.1 Existing Main Switchboard. 2.1 Equipment, including transformers, conduits systems, motors, and other apparatus, shall be grounded by conductor to cold water main and grounding electrode, with ground clamps manufactured by Burndy or T & B and approved by the Engineer. 2.2 Metallic conduit supports, cabinets and equipment shall be grounded in accordance with the latest codes. Ground wire shall be of the same kind and quality as other conductors in the building, shall be placed in conduit runs as specified for branch circuits and shall be placed in conduit runs as specified for branch circuits and shall be sized to meet the requirements of the National Electrical Code. Where a grounding conductor runs through metallic conduit, it shall be securely bonded to the conduit at the entrance and exit and the conduit shall be fitted with a bolted clamp to secure the same to water pipe. 2.3 Flexible Conduit: Flexible conduit will not be approved for continuity in grounding system. Where flexible connections are used, a separate ground wire shall be installed and bonded to conduit system on both sides of flexible conduit. Motor bases and frames shall be grounded by pulling a separate conductor in with feeder. 2.4 Bare Grounding Wire: A bare grounding wire, sized in accordance with the National Electrical Code, shall be installed in the same raceway with supplying conductors or in separate conduit and connection shall be made between the secondary neutral of transformers and the neutral buss of the main service entrance equipment. 2.5 Conductors: Grounding conductors shall be bare, stranded copper wire of the size and method of installation as prescribed by governing codes, and required by Plans. Wire insulation, when used, shall be green. All driven ground rods shall be 3/4" diameter and shall be embedded not less than 10' -0" into the earth. Conduit sections shall not be used. 2.6 Equipment and fixtures Connections: Connect electrical complete to and through all fixtures, including wiring to mechanical equipment. 3.1 Identification of components: Panelboards, cabinets, transformer, other apparatus used for operation and control of circuits, appliances and equipment installed under this Section shall be properly and completely identified by means of neatly stenciled labels of etched micarta nameplates. Panels to have engraved nameplates on outside of door and typewritten directory behind plastic plate on inside of door. 3.2 Branch circuit panels: Branch circuit panels for lighting and equipment loads shall be as called for on the Plans and equipped with locks and keyed alike. Provide typewritten index of circuits, under plastic, in holder on inside of door. Each circuit listed in schedule by room name or number, as applicable, using final room numbers or names used in building as verified by Owner. Panels exposed to public view shall have nametags mounted inside MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16050 Page 2 BASIC MATERIALS & METHODS 3.3 Provide new type index for all reuse panels. PART 4 WIRING DEVICES 4.1 Duplex receptacles: Duplex receptacles shall be ivory 3 -pole grounding type with the third pole "U" shaped and grounded, WC 596 NEMA WD1 Heavy duty, and shall be one of the following with stainless steel coverplates: A. Bryant, Hubbell, Leviton, Eagle: Number 5342. B. Pass & Seymour: Number 53421, with smooth ivory coverplates. 4.2 Isolated ground receptacle: Hubbell #IG 5262 or equal. See drawing 4.3 Special Outlet: verify with equipment on site. 4.4 Tumbler Switches: Tumbler switches shall be commercial industrial type 20 amp, 120/277 volt AC, WS 896, and of the following: 4.5 Weather Proof Receptacles: Hubbell No. 5214 duplex and cover. Mount on flush cast iron box and cover with gasket for watertight installation. Provide where called for. 4.6 Equipment Controls: A. Manual Starter, surface: A -H 28210 B. Manual Starter, flush: A -H 28210 -F C. Disconnect Switch: Square D, G.E., I.T.E. or Westinghouse 600V -HP rated, heavy duty. 4.7 Contactors: Contactors for control of lighting and signs shall be latching type, electrically operated, mechanically held with self - cleaning contacts and shall be one of the following or as shown on drawings.: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel enclosure and not on either side of door, and shall be readily visible with door open. Mount nametags on other panels on outside of door. Single -Pole Two -Pole Three -Pole A. Bryant: 4901 4902 4903 B. Hubbell: 1221 1222 1223 C. Pass & Seymour: 20AC1 20AC2 20AC3 D. Leviton: 1221 1222 1223 E. Eagle: 2221 2221 2223 F. Flush mounted switches shall have superstainless steel 9300 series coverplates and where grouped, shall be set in gangs with one cover plate A. Automatic Switcn Co. (ASCO): Bulletin 920 B. Allen Bradley: Bulletin 720LP C. Square D: Class 8508. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 5 RACEWAYS, FITTINGS, AND BOXES SECTION 16050 Page 3 BASIC MATERIALS & METHODS 5.1 GENERAL: Conduit installed concealed in walls, above the ceiling, or exposed in work areas, shall be rigid galvanized, Sherardized steel conduit, or electrical metallic tubing, Where EMT is used, Electrical Contractor shall provide bonding or grounding conductor if required by the Local Code. Conduit installed in floor slab & exterior shall be rigid galvanized steel. Conduit installed under the floor slab or underground shall be rigid galvanized steel, or Schedule 40 P.V.C., no flex P.V.C. allowed. Where P.V.C. is used, Electrical Contractor shall provide ground conductor and make any necessary increase in conduit size. All elbows and fitting shall be rigid metallic conduit, no plastic elbows allowed. 5.2 PLASTIC DUCT: Type ABS Type II or DB plastic duct meeting Western Underground Committee Specifications. Sand encased Service duct must be approved by the serving Utility Company. 5.3 CONDUIT STEEL OR ALUMINUM: Manufacturers Walter, National, Appleton, Rome, Kaiser, or Reynolds Aluminum. Rigid steel: Galvanized or sherardized. All fittings threaded. Bends 1 -1/4" or larger to be factory manufactured. Running and exposed threads not permitted. 5.4 ELECTRICAL METALLIC TUBING: Manufacturers: Same as conduit. Galvanized or sherardized. Fittings Duro or Thomas & Betts. All connectors with plastic insulated throats. Couplings and connectors shall be set screw for conduit less than 2" and threaded compression coupling for conduit 2" and above. 5.5 FLEXIBLE CONDUIT: Manufacturers: same as conduit. Galvanized steel. Fittings: "Jake as manufactured by W.F. Curies Mfg. Co. Maximum length allowed 6'. Flexible conduit will not be allowed for home runs or branch circuit runs except for lighting flexible wiring system as specified. 5.6 PLASTIC CONDUIT: Kraloy Schedule 40 polyvinyl chloride conduit and fittings. Elbows 1-1/4" and above, are to be factory manufactured. All joints solvent welded. Provide ground wire for each race -way per N.E.C., except No. 12 minimum. 5.7 Penetrations through concrete walls, floors and footings, both interior and exterior, shall be sleeved and caulked with grout or plastic compound. Provide escutcheons at penetrations through finished areas. 5.8 Underground conduit shall be 3/4" min. and watertight. 5.9 Motors connected with minimum 2' length of flex conduit. Provide watertight for all exterior uses. 5.10 OUTLETS, JUNCTION BOXES AND SWITCH BOXES: A. Galvanized, code -gauge metal. B. Use deep boxes with conduit 1" and larger. C. Telephone outlets shall be standard 4" square boxes with single device covers and one -hole Bakelite telephone plates by this Contractor. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16050 Page 4 BASIC MATERIALS & METHODS D. Junction boxes to be size, shape and type to accommodate wires without crowding and to suit location. 5.11 PULL BOXES: Galvanized, code - gauge, sheet steel with screwed -on covers, of size and shape to accommodate wires without crowding and to suit location. Provide weather -proof type for all site work. and on the roof. Finish the same as panels. 5.12 CONDUIT SEALS: Provide where conduits pass from non - cooled to cool areas. PART 6 WIRE AND CABLE 6.1 GENERAL: Anaconda, General Electric, Okonite, General Cable, Rome or Hatfield, 600 volt insulated copper wire NEC standard of following types: Wire and cable #1/0 and smaller Type THW, RH or THWN, over #1/0 Type THW and THWN 75 degrees C. Wire used in wiring channels or fluorescent lighting fixtures shall be 90 degrees C (min.) type AVA, VA, RHH, or AVB. 6.2 HANDLING AND INSTALLATION: Bends shall be kept in accordance with minimum recommended by manufacturer. Cables shall be paralleled on reels and be pulled directly into raceway from the coil and reel on which they are received. Cable shall not be laid on the ground. 6.3 Splicing of cables is not permitted unless approved by the Engineer. Splices shall be in strict accordance with manufacturer's specifications. Wires No. 10 and smaller spliced with insulated 3 -M "Scotchloks" or Ideal "Wingnuts ". Wires No. 8 and larger with "Hy- Dent" connectors. 6.4 PULLING LUBRICANTS: "Ideal" - yellow. 6.5 Wire and cable installed only after raceways are free of obstructions and clean. Wire color coded. Wiring shall be tagged with Brady "Quick" labels at pull boxes, junction boxes, bus gutters, and panel- boards. Wiring in panelboards and terminal cabinets neatly trained, served, and marked with circuit number. 6.6 COLOR CODE WIRES AS FOLLOWS: Phase 208/120V System 480/277V System A. Black Brown B. Red Orange C. Blue Yellow Neutral White White Ground Wires Green Green PART 7 SAFETY SWITCHES 7.1 GENERAL: Safety switches shall be heavy -duty, horsepower rated, externally operated with provisions for padlocking, quick -make, quick- break, and shall be fusible. 7.2 ENCLOSURE SHALL BE: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 A. Indoor: NEMA 1 B. Outdoor: NEMA 3R Raintight — Switch enclosures shall be clearly marked for maximum voltage, current and horsepower rated. 7.3 DUAL RATING SWITCHES: Switches having dual ratings (higher rating when used with dual element fuses) shall have ratings indicated on metal plate riveted or otherwise permanently fastened to the enclosure. 7.4 Provide stenciled labels of etched micarta nameplate for switch. PART 8 SUPPORT SYSTEMS 8.1 ACCEPTABLE MANUFACTURERS: Unistrut, or Superstrut 8.2 GENERAL: Materials secured in the structure by: inserts cast in concrete, machine screws or bolts on metal surfaces. Bolts and screws used on interior shall be black steel or galvanized on exterior, brass or bronze. Cartridge driven studs used only where specifically noted or approved. 8.3 RACEWAYS: Supported at intervals not over 10'. Provide one support not over 12" from each change in direction. Clamps: one hole malleable iron. PART 9 DRY -TYPE TRANSFORMER: SECTION 16050 Page 5 BASIC MATERIALS & METHODS 9.1 Provide as indicated, SQ -D units with six 2 -1/2% taps, 2 above and 4 below normal. Units shall carry UL label. Type "H" insulation system, and maximum sound rating of 50 DB. All winding shall be copper. 9.2 Transformers: shall be designed for a maximum temperature rise of 150 degree above 40 degree C. Ambient when operating at full load. 9.3 Transformer shall be mounted on "Korfund" vibration isolators to floor. Conduits entering transformer isolated from case with oversize hole, ground wire and rubber grommet. 9.4 Transformers shall have the core and coil installed on rubber, vibration - absorbing mounts and securely bolted to the base to keep the sound levels below NEMA standards. 9.5 Each transformer shall be tested in accordance with current NEMA and ANSI standards. All transformers shall be UL listed and carry the UL label. All test results shall be certified. PART 10 OTHER MATERIALS: COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel Other materials, not specifically described but required for a complete and operable electrical installation, shall be new, first quality of their respective kinds and subject to the acceptance of the Architect. END OF SECTION 16050 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16050 Page 6 BASIC MATERIALS & METHODS COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 PART 1 SURFACE CONDITION: PART 2 PREPARATIONS 2.1 COORDINATION: PART 3 TRENCHING AND BACKFILLING: PART 4 INSTALLATION OF RACEWAYS AND FITTINGS 4.1 GENERAL: Install work neatly. Raceways, fittings, and equipment, level, plumb, and straight. Connectors, locknuts, screws, clamps, joints made up tightly. Work installed in a manner acceptable to the Architect. Work not acceptable to him shall be corrected or replaced. 4.2 Conceal conduit in the wall or ceiling spaces unless otherwise specifically indicated on the Drawings. Where conduit is allowed to be exposed, install the,conduit parallel with or at right angles to structural members, walls and lines' of the building. 4.3 Keep conduits at least 6" away from the covering on hot water pipes. 4.4 Keep ends of conduits closed with approved conduit seals during construction of the building. Use conduit unions where union joints are required. Do not use running threads. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 16150 ELECTRICAL WORKMANSHIP Prior to work of this Section, carefully installed work of other trades and verify that such work is completed to the point where this installation may commence. Verify that the complete electrical installation will be in strict accordance with pertinent codes and regulations will conform with the manufacturer's recommendations for installation of the electrical items involved, and will conform with the original design. In the event of discrepancy, immediately notify the Architect and proceed as directed. A. Schedules: Coordinate the installation of electrical items with the schedules of work of trades to prevent unnecessary delay in the total work. B. Locations: Where electrical items are shown to conflict with locations of structural members and mechanical or other equipment, furnish and install all required supports and wiring to clear the encroachment. Provide as required for the installation of electrical items. Dig trenches straight and true to line and grade. Bottom shall be completely smooth. Raceways shall be supported from undisturbed original earth. Minimum cover for raceways outside the building shall be 3' -0" from top of raceway or as noted on plan. Trench shall be kept free of water and open trenching protected with suitable barricades and warning lights. Excess earth shall be completely removed from the area and disposed of as directed. Trenches shall be backfilled immediately after approval. Exterior trenches compacted to 90% and interior to 95% compaction. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16150 Page 2 ELECTRICAL WORKMANSHIP PART 5 INSTALLATION OF PANELS: 5.1 Unless otherwise indicated, or required by construction features, install panels with the top of the trim 6' -3" above the finished floor. 5.2 Mount a typewritten directory behind clear plastic on inside of each panel door. On the directory, show the circuit number and description of outlets on each circuit according to actual final installation. Verify room names /numbers with Architect. 5.3 Drawings accompanying specifications indicate general direction of routes of branch circuit home runs. Continue home runs to panel as though routes were completely indicated. Install branch circuit wiring in home runs as shown. Run wiring concealed wherever possible. Group and rack runs together as much as possible. 5.4 Branch Circuit Panels: Branch circuit panels are to be installed where shown and contain number and sizes of circuit breakers shown on panel schedules. 5.5 Provide new typed index for reuse panels. PART 6 HEATING, VENTILATING, AND ELECTRICAL WORK: Provide supply circuits, safety switches as required for equipment specified under other sections of these specifications. Switches for mechanical equipment are to be marked to suitably identify load controlled. Provide disconnects, and all power wiring and connections. PART 7 PROJECT COMPLETION 7.1 Upon completion of work of this Section, thoroughly clean exposed portions of the electrical installation, removing soil, labels, grease, oil, and other foreign matter, using only the type cleaner recommended by the manufacturer. 7.2 Prior to facility opening, thoroughly indoctrinate the Owner in maintenance and operation of the electrical systems. PART 8 CONDUIT SUPPORT 8.1 Conduit shall be supported at intervals of not more than 10' and within 2' of outlets or wiring enclosures. Flexible steel conduit, where allowed, shall be supported at intervals of not more than 3' and within 12" of wiring enclosures. 8.2 Conduit 1" and smaller shall be fastened to the building structure with approved pipe straps or to furring channels or metal studs with #12 AWG zinc - coated iron tie wire. Nails, metal tape, or straps shall not be used. 8.3 Conduit 1 -1/2" and larger shall be suspended from the building structure by means of approved pipe hangers, pipe racks, or trapezes, as necessary. 8.4 Individual conduit hangers shall be malleable iron split rings. Hanger and racks shall be attached to concrete with metal inserts set in the forms, and to steel members with beam COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 16150 Page 3 ELECTRICAL WORKMANSHIP clamps or machine bolts, where approved. Trapezes and racks shall be sized as necessary with conduit resting on and secured to cross bars. Conduits shall be braced to prevent sway. 8.5 Vertical conduit runs shall be provided with split -wedge fittings which automatically tighten under the weight of the conductors when required by Code. END OF SECTION 16150 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16150 Page 4 ELECTRICAL WORKMANSHIP COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08-299 Tukwila, Washington 98188 issued For Permit Printed on 10/20/08 PART 1 SCOPE 1.1 GENERAL: 1.2 BALLASTS: For fluorescent fixtures shall be 277 or 120 volt, Energy Saving Electronic Ballast with 85% minimum ballast factor and total harmonic distortion less than 20% or as required by the Local Jurisdiction. Advance, Magnetek, or Motorola, of the high power- factor Class P type, and their design and construction shall conform with CBM standards and be identified as such with the CBM -ETL label. Provide with "A" sound rating. 1.3 LAMPS: G.E., Westinghouse, or Sylvania. Fluorescent lamps shall be 32 watt T8, 2950 lumens equal as Sylvania 800 series or as noted on Fixture Schedule and cool white. 1.4 LENSES: For recessed, troffer type fixtures shall be .125 of clear virgin acrylic plastic, with nominal overall dimensions of 1' and 2' x 4', as applicable. The upper surface of the lens shall be smooth. The bottom surface shall be covered with a uniform array of conical shapes prisms with square bases. 1.5 FIXTURE INSTALLATION: Outlets shall be complete equipped with fixtures, ballast, lamp and lenses. After construction has been completed and during final cleanup of building, fixtures shall be washed lamps cleaned. Contractor is responsible to see that roughing -in details, mounting provisions are made in general construction for flush lights. Locate outlets symmetrical with acoustical tile or as directed by Architect. Recessed fixtures in fire -rated ceilings shall be installed with appropriate enclosures. COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel SECTION 16500 LIGHTING A. Light fixture shall be complete with required suspension accessories canopies, casings, lamps, sockets, holders, reflectors, ballasts, diffusing material, plaster frames, recessing boxes and other items and shall be completely wired and assembled. A. Ceilings: Prior to ordering any fixtures, Electrical Contractor is to verify ceiling types with latest Architectural Drawings. Any inconsistency or possible conflict is to be resolved before fixtures are ordered, or this Contractor shall be held responsible for any error resulting from his failure to exercise such precaution. B. Fixture Supports: Lighting fixtures installed in a suspended ceiling shall be supported from the ceiling with the fixture manufacturer's regularly supplied supporting system and shall also be independently supported from the building structure. Supports may be galvanized wire, not smaller than No. 12 gauge, securely twisted, wrapped and fastened. C. Fixtures mounted directly on the building structure shall be supported with the same number of fastenings as specified for fixtures in suspended ceilings. Supports for fastenings shall be lag screws not less than 1 -1/2" long into wooden surfaces. On other surfaces threaded studs, expansion bolts or machine screws, as determined by the surface from which the fixture is supported, shall be used. Boxes supporting incandescent fixtures shall be fastened with not less than two of the fasteners specified for fixtures mounted directly on the building surface. Fixtures weighing more than 50 pounds will be required to have special supports acceptable to the Architect. MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 SECTION 16500 Page 2 LIGHTING COSTCO WHOLESALE Deli /Dish Prep /Rotisserie Remodel D. Install surface mounted fluorescent fixtures on 1 -1/2" spacers unless otherwise indicated. Only those fixtures specifically approved for the condition may be mounted tight against ceilings. E. Recessed fixtures shall be rated and labeled as in compliance with N.E.C. 410 -65 and U.L. Standard 1571. Fixtures installed in areas where directed contact with ceiling insulation is likely are to be provided with appropriate labels. END OF SECTION 16500 MULVANNYG2 ARCHITECTURE 1160 Saxon Drive TEI # 08 -299 Tukwila, Washington 98188 Issued For Permit Printed on 10/20/08 Costco Wholesale sitelfolio General Contractor User Guide CO WHOLESALE Table of Contents WHOLESALE Searching in sitelfolio 3 RFI 4 Submittal 5 Change Order Proposal ... 6 Change Order... 7 Payment Application 8 Project Photographs 9 Weekly Job Report 11 O & M Manuals 12 Equipment Books 13 1/31/08 Page 2 Searching in sitelfolio sitelfolio search grants you ultimate control over how you locate the sites, projects, businesses, contacts or critical project documents you're interested in — quickly and easily, from anywhere. Save time by storing your recurring searches, and keeping them current, with saved searches Sites/Projects Requests Documents Businesses Contacts L Project Search Results CW- U7 -U135 VIt4T- 4133;Pen`sacola , - CW -07- 0135 -01 148K Warehouse with Liquor...Schematic Design New CW-07- 0135 -02 Gas Station Schematic Design New Creating a Dynamic or Static Project List • Click on Options, then select Advanced Site /Project Search» • Select desired search criteria • Click Search» at bottom of page • Once you see your search results, locate Save Search >PIW • Name your search and select either Static or Dynamic o Static list: saves a list of project that will not change o Dynamic list: saves the search criteria and updates each time you access the search • To delete project list, right click and select Delete • Confirm by clicking Yes 1/31/08 • Select Sites/Projects then type in project name or project number • Click Search • At the search result screen, click on the project number to access the project • To ensure you won't have to search for this project again, select Watch this Project» in your PIW box • To un -watch a project, simply right click on project and select Delete • Confirm by clicking Yes SEARC}I OPTIONS • Save this search to your Project's I'm watching as: Static list of projects !Static list ..- e:. a 11',1 :,t ptoie'_t that 4y 11 rut change t !Dynamic list 'ave.- the search rriterta 9nri clisEday� project: th it thatch that crderia WHOLESALE Dynamic Ilst of projects My Active Projects' Save >} Page 3 Request for Information (RFI) WHOLESALE STEP 1 - CREATE A NEW RFI AND SUBMIT FOR APPROVAL (ACTION BY CONTRACTOR) 1. Select Requests then the RFI tab 2. Select add» at the header that this RFI applies to (building contract, on -site contract, project, etc): 3. Enter RFI number ' 4. Status will be Not Issued at this step 5. Enter Subject of RFI 6. Enter Reference document for RFI 7. Select affected Disciplines for RFI 8. Select your name in Submitted By field 9. Select Save and Continue» 10. Enter Need Response By date 11. At Contractor Request Log header, select add» 12. Enter your Request and proposed Solution, click Save 13. To attach supporting documentation for your RFI, select add» at Contractors Attachments header 14. Change status to New 15. Click Save at bottom of page 16. An email notification page will appear. 17. From this page select who you want notified of your new RFI 18. Select any attachments that you want included in the email notification 19. Select Send» STEP 2 - Receive And Respond to a New RFI (Action by Project Architect): 1. Architect will receive an email notification once a GC issues a new RFI for a project. 2. Select pencil icon in upper right comer 3. Enter date you received RFI 4. Change status to Pending, and then select Save. 5. Locate Forward Log and record any forwarding of RFI to consultants 6. When you are ready to respond to RFI, select pencil icon in upper right corner 7. Enter date you reviewed RFI 8. At Responses header, select add », enter your response to RFI, select Save 9. Enter date you responded to RFI 10. To attach supporting documentation for your RFI response, select add» at Architects Attachments header 11. Change status to Final 12. Select Save at bottom of page 13. An email notification page will appear. 14. From this page select who you want notified of the RFI 15. Select any attachments you want included in email notification 16. Select Send» 1/31/08 Page 4 SUBMITTALS STEP 1 - SEND SUBMITTAL FOR REVIEW AND APPROVAL (ACTION BY CONTRACTOR) 1. Click on Requests then select Submittals 2. Click add» on the dark grey header bar 3. Enter Submittal number 4. Status will be Not Issued at this point 5. Select Specification Division 6. Select Specification Section 7. Enter Description of Submittal 8. Select a Due By date 9. Click Save» 10. Click add» on the Forward Log header to document forwarding of Submittal 11. Click add» on the Notes header to enter note 12. To include Attachments, locate Attachment header, and click add» 13. Change Status to Under Review 14. Click Save» 15. An Email Notification will fire (notifying Architect that Submittals are on the way) 16. Select any attachments that you want included in the email notification 17. Select Send» 18. Send five (5) sets to Architect WHOLESALE STEP 2 - Receive And Respond to Submittal (Action by Project Architect): 1. Arch PM will receive an email notification that the Contractor is sending a new Submittal. 2. Followed by five (5) sets sent to office 3. Locate Submittal in sitelfolio under Requests / Submittals 4. Click pencil icon next to Submittal 5. Enter Received Date 6. Select appropriate Status (conforms, conforms with revisions, non - conforming, approved) 7. Enter Approved Date (once approved) 8. Click add» on the Forward Log header to document forwarding of Submittals 9. Enter a Note if necessary 10. Click Save» 11. An Email Notification will fire (notifying the Contractor that Architect has responded to Submittal) 12. Select any attachments that you want included in the email notification 13. Select Send» 1/31/08 Page 5 Change Order Proposal - (COP) STEP 2 - Receive and Approve COP (Action by Architect on behalf of Owner) 1. MG2 will receive an email notification once a GC issues a COP — to review, click here. 2. If you are ready to approved this COP, change Status from Issued to Approved 3. Once COP has been approved, contractor will be notified via e- notification. 4. The COP can now be attached to a Change Order. co WHOLESALE STEP 1 - CREATE A NEW COP AND SUBMIT FOR APPROVAL (ACTION BY CONTRACTOR) 1. Click on $ then select Contractor Contracts. Select contract # of the contract you need to enter a COP against. 2. Scroll down to the Change Log header and double -click to expand. 3. Click Add» at COP header: 4. Enter COP number 5. Select who initiated the COP 6. Status will be Not Issued at this step 7. Skip Approved By field 8. Enter in COP proposed dollar amount 9. Enter Process Date 10. Enter Sub Notified Date 11. Enter Sub Price Received Date 12. Enter Need Response By Date 13. Click Save and Continue» 14. Click add» at Description header 15. Enter a complete description of COP in dialog box and click Save 16. If needed, click add» at Notes header and enter note in dialog box 17. To attach supporting documentation for COP, click add» at Attachments header 15. Select 'Issued' for COP status 16. Click Save» 17. Email notification screen will appear 18. Confirm that required recipients are already checked and check any additional recipients 19. Select any attachments that you want included in the email notification 20. Select Send» 1/31/08 Page 6 Change Order — (CO) TCO WHOLESALE STEP 1 — Create A New Change Order (Action by Contractor): 1. Click on $, then select Contractor Contracts 2. Click on Contractor Contract you wish to create a Change Order for 3. Scroll down to Change Orders header and click on add» 4. Enter Change Order Number 5. Status will be Not Issued at this point 6. Enter a Change Order dollar amount (only for monetary changes not included in attached COP's) 7. Enter Processed date 8. Click Save and Continue» 9. Add a Description 10. Add a Note (optional) 11. Locate 'Unattached COP's' header, and click attach» next to each approved COP that you want to include with this Change Order. 12. Add any desired attachments 13. Change Status to Issued 14. Click Save» at bottom of page. 15. Email notification screen will appear 16. Confirm that required recipients are already checked and check any additional recipients 17. Select any attachments that you want included in the email notification 18. Click Send» STEP 2 — Receive and Approve a New Change Order (Action by Architect on behalf of Owner): 1. Architect will receive auto - notification from Contractor of issued Change Order, to review click here 2. If you are ready to approve this CO, change Status from Issued to Approved. 3. Click Save» at bottom of page. 1/31/08 Page 7 Payment Applications STEP 1 - CREATE A NEW PAY APP AND SUBMIT FOR APPROVAL (ACTION BY CONTRACTOR) 1. Place your cursor on $ then select Contractor Contracts 2. Select contract that you are submitting payment for 3. Scroll down and locate Pay Applications header, click add» 4. Enter pay app number 5. Leave Received Date and Forward Date fields empty — entered by Architect 6. Enter Completed and Stored dollar amount 7. Enter retainage percent (5 or 10 percent) 8. Click Save and Continue» 9. Select status of Issued 10. Click Save» 11. Email notification will fire — press Send» 12. Send original documentation to Architect STEP 2 - Receive a New Pay App (Action by Project Administrator): 1. Project Administrator and Arch Project Manager will receive an email notification once Contractor issues a new pay app. 2. Locate payment application in sitelfolio 3. Select pencil icon in upper right corner 4. Enter Received date 5. Select Status of Awaiting Approval. 6. Verify dollar amounts and attached lien releases, etc. 7. Give pay app original documentation received by Contractor to Architect for review and approval for payment. STEP 3 - Approve New Pay App (Action by PM & Project Administrator on behalf of Owner): 1. Locate payment application in sitelfolio 2. Select pencil icon in upper right comer 3. Enter any Joint Checks for associated sub - contractors 4. Enter Forward date (this is the date payment is forwarded to Costco for payment) 5. Select Status of Approved 6. Click Save at bottom of page 7. Email notification will fire to notify Contractor that pay app has been approved and forwarded to Owner for payment. 1/31/08 Page 8 Posting Your Project Photographs Acceptable file types: • > .JPG / .JPEG • .TIF / .TIFF .GIF > .BMP > .PNG Acceptable images sizes: > Range between 640x480 and 1024x768 Acceptable Digital Camera Setting: > Between 0.5 and 1 mega pixel a tito roue Web Page Dlalag tatIbrnty i sgdl +'.r? r7.." Y a . ,;a rr — Upland 1112Mariellt ?'2. 3 '- es ` :a items mess Mite sMistimesbno 24 mesinten »IsmFeinn • T. 0*6 I 4 4 Ms Mess Rae smear VP ercYire3 tem Lip He Nam 0t81me+d/bdaheai'bY newt tr es liMete orient fietmmes Wsem Taal On ... 8 mimed last _ .. .. . Detakrke I ;WHOLESALE sitelfolio does not recommend the use of camera phones when taking pictures for your photo library. Upload Photos: The automated upload feature includes: • Image resizing for optimum web viewing and printing • A Watermark Text feature to label a series of images (e.g. Project Name and Date) 1. Use WinZip to compile the image series, and save it in a temporary location 2. Select Add» from the Photos page, dialog box will appear 3. Select Zip File: Click, Browse... to locate and attach the ZIP file 4. Name: Enter a name for the photograph library 5. Photos Taken: Click the calendar icon and enter date photographs were taken 6. Watermark Text: Image labeling (e.g. Project Name and Date) 7. Description: Enter a description 8. Select Save to confirm and start the upload: 1/31/08 Page 9 Manipulate Photo Index: In the photo index Edit feature, images can be reorganized and /or deleted individually: 1. Open photo thumbnail sheet 2. Click edit in upper right comer 3. Move your cursor over an image to enlarge it 4. Select 'X' to delete an image 5. Select a green up or down arrow to arrange images on the index list 6. When finished, click Save to close hieu:9lu w .+ nerips. »tRl , mim; tsper kfurrben.;1 re3 rilsiaesd46n+n,:....,�'s_�j�. Co..14 VCRahaua0 95:144 .. 1;• •,:. ^• tta7np1x 676 tS rrirl 1/31/08 Page 10 Posting Your Weekly Job Report Weekly Job Reports will be uploaded under Files -> Project Files -> Construction (folder) Costeo Ijs Current Plans VS Files 10 Drawings Fles Upload File: 1. Select red double arrow on the right side of the Construction folder 2. Select 'Upload File' 3. Browse for file 4. Select "Save" TCO :WHOLESALE 1/31/08 Page 11 Posting Your 0 & M Manuals 0 & M Manuals will be uploaded under Files -> Site Files -> O&M Manuals (folder) Costco e- Current Plans Drawings ILp Files Upload Files: 1. Select red double arrow on the right side of the folder. It will contain the following options • Upload File • Upload Zip and extract contents (allows user to upload many documents at once from a single zip file) 2. Select 'Upload File' or 'Upload Zip and extract contents' 3. Browse for file 4. Select "Save" Sort Files: 1. Locate desired file and select red double arrow to the right of file 2. Utilize green directional arrows to sort file Move file to different folder: 1. Locate desired file or files 2. Locate Folder you wish to move files and select red double arrow to right of folder 3. Select 'Move selected files to this folder" View /download document: 1. Locate document you wish to view or download 2. Click on document name 3. Document will open in new window 4. Document can now be saved or printed Download multiple files into Zip: 1. Click check boxes next to each file you wish to include in your Zip file 2. Click menu» 3. Select "Down selected files as Zip archive" 4. A dialog box will appear, choose to Save or Open the Zip file 5. Your Zip file can now be saved and documents can be printed 1/31/08 Page 12 Equipment Books From the global navigation, click on EQUIP LISTS tab and select desired list: Bakery Deli Food Court Meat Optical Photo Tire Shop Warehouse Once on the page, you can view documents by selecting plus ( +) sign next to folder, or click on menu» and select Expand all folders I-J .rr_wvr J 1 J � - , �yy i :o . ;y.: R5_�, ,:.a.lx X4 '4 `• S - -� . . :A ' Documents m enu >? W Bakery Title Page ffl d Bakery Index El X11 CN Spiral Mixer View /download document: 1. Locate document you wish to view or download 2. Click on document name 3. Document will open in new window 4. Document can now be saved or printed Download multiple files into Zip: 1. Click check boxes next to each file you wish to include in your Zip file 2. Click menu» 3. Select "Down selected files as Zip archive" 4. A dialog box will appear, choose to Save or Open the Zip file 5. Your Zip file can now be saved and documents can be printed 1/31/08 ;WHOLESALE Page 13 This page left blank intentionally 1/31)08 Page 14 December 16, 2008 Travis Morton 1110 112 Ave NE, Ste 500 Bellevue, WA 98004 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -515 Costco Deli Remodel — 400 Costco Dr Dear Mr. Morton, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 10, 2008, is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 -433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. 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 the Permit Center at (206) 431 -3670. Sincerely, er Marshall P t Technician Enclosures File: D08 -515 City f Tukw Department of Community Development P:\Pern it Center\Incomplete Letters \2008\D08 -515 Incomplete Ltr #1.DOC wer • Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r O • Determination of Completeness Memo Date: December 16, 2008 Project Name: Costco Deli Remodel Permit #: D08 -515 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner I The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. The "Code Analysis" indicates compliance with 2003 IBC. Please provide plans to indicate construction shall comply with 2006 International Building Codes including all other relative codes i.e. Mechanical, Uniform Plumbing Code, etc. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. r Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206 - 296 - 4708 Fax 206- 296 -0163 TTY Relay: 711 www.kingcounty.gov/health November 25, 2008 Travis Morton MulvannyG2 Architecture 1110 112 Ave NE, Ste 500 Bellevue, WA 98004 • RE: PLANS AND SPECIFICATIONS FOR: Costco Dell /Rotisserie at 400 Costco Dr, Tukwila, WA 98188 SR1170408 PIE 6703 (Risk 3) PR0052618 Dear Mr. Morton: Public Health La Seattle & King County The plans and specifications for the above remodel project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: Your establishment has been assigned the following plan review service number (SR1170408). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete the enclosed application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. boe sis RECEIvEr DEC 1020 PERMIT CENTEI- I, Mr. Morton Page 2 November 25, 2008 If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office DAB:mh Enclosures • ACTIVITY NUMBER: D08 -515 DATE: 01 -05 -09 PROJECT NAME: COSTCO DELI REMODEL; SITE ADDRESS: 400 COSTCO DR Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: idoem Bui . ng I Is ion igx Public Works Structural 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -08 -09 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PENT PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n Planning Division Permit Coordinator Not Applicable n No further Review Required DATE: DUE DATE: 02- 05-09 Not Approved (attach comments) ❑ DATE: n Permit Center Use Only, CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -515 PROJECT NAME: COSTCO DELI REMODEL. SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Correction Letter # DATE: 12 -10 -08 Response ito Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: I/ob r^ Bulld' g _ DI sio t lU Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 PE MT © V ' : PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) �bt 1Z Plaiin it1 'vision �'l) Fire Prevention g u Structural Permit Coordinator Incomplete Permit Center Use O'nly INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg U Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 12 -16 -08 LETTER OF COMPLETENESS MAILED: Please Route 1 Structural Review Required 111 No further Review Required DATE: Not Applicable DATE: n DUE DATE: 01-13-09 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: s ` .• . � ; n r+e Sew , .` - - •�: � i:e — �• -r,rt- .. '91'T; .t. i��T. - 5;:'':;_€• : wag, Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: TANUA R..Y , Zooct • Response to Incomplete Letter # ❑ Response to Correction Letter # NI /A ❑ Revision # nl /q after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: C. ,,te in - DELT aEMn1 - L Project Address: Lloo c rIS - Cc 1Thv vv . 1 -tn I I LLB, \nt A ° I f;5l 6Pi Contact Person: Te.AVts N � oeronl Phone Number: 1 -1a, 5 .4(o '. 1 S 83 Summary of Revision: Kl%Y�S IMAM" To CODE ANALYSIS NCI TO Q-e r : Au RuIUDI 7, 3‘00to Inn nnNt'rt • RuDtn. CotE ". Sheet Number(s): Lna.01 "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: a r — Entered in Permits Plus on \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: • • 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 Plan Check/Permit Number: D08 - 515 CITY OF TUKWILA SAN 05 2009 CE WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET MITCHELL C. SMITH, ARCHITECT MulvannyG2.com V.:ST OF WASHINGTON TC,HELL C, SMITH 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM TITLE SHEET TS1.01 W 0 SA 400 COS D , DIS PR CO DRIV 7 UKNA/1 A WA 98188 P AND RO ISS RI R MOD DESCRIPTION OF 1�/ ®R K PROD EcT D I ROcToR Y P R AREA of ECT GENERAL MOTES D DRAWING INDEX PERMIT ISSUE OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 t: 425.313.8100 ARCHITECT MULVANNYG2 ARCHITECTURE SUITE 500 H AVE NE BELLEVUE, WA 98004 t: 425.463.2000 f: 425.463.2002 PROJECT MANAGER: TRAVIS MORTON STRUCTURAL ENGINEER ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEATTLE, WA 98115 t: 206.525.7560 f. 206.522.6698 MECHANICAL /PLUMBING/ T.E., INC. ELECTRICAL ENGINEER 830 N. RIVERSIDE DRIVE SUITE 200 RENTON, WA 98055 t: 206.241.3 f: 206.241.31100 1 REFRIGERATION TYLER /DIEHL REFRIGERATION 3775 N. 36TH AVE PHOENIX, AZ 85019;, t: 602.272.2659 FIRE SPRINKLER ENGINEER TELGIAN 1101 ANDOVER PARK WEST SUITE 100 SEATTLE, WA 98108 t: 206.439.7089 - 1 THESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30 "x42 ". CONSULT DRAWINGS OTHER THAN ARCHITECTURAL FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. FIELD VERIFICATION AND COORDINATION: TS1.01 TITLE SHEET GENERAL D1.01 EXISTING /DEMOLITION PLAN G1.01 PHASING PLAN G2.01 EGRESS PLAN CODE DATA ARCHITECTURAL A1.01 FLOOR PLAN A3.01 EXTERIOR ELEVATIONS A5.01 FRESHLINE PLANS AND DETAILS A5.01.1 ROTISSERIE AND DELI PLAN / ELEVATIONS CONSTRUCTION ISSUE � s a ® UM _ _ ® / ® DEC 10 2000 MN PERMIT CENTER e ;� � ' I i 1 1 1 / II 1 � r 1 1 ^ / 1 II II I Pi !. 1. SURVEY DIMENSIONS: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. EXISTING UTILITY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE GONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITY. 3. THE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. DIMENSIONS: 1 1 1 1 1 1 1 ¢ �•���� \i 3k1 li l I2e �� ( A5.01.2 ROTISSERIE ELEVATIONS AND DETAILS A6.01 ROOM FINISH SCHEDULE AND TYPICAL INTERIOR DETAILS STRUCTURAL S1.1 DETAILS, PLAN &1 v "9"? 1 I� r I '9R9 "9 o o ° ° 1 °I I [ v ^ �• S2.1 TIRE CENTER AWNING PNS /DETAILS , Q om, l � � l MECHANICAL S p�cC t�� Q ���ptN M-1 MAIN MECHANICAL PLAN ?V � �,�,�5 l� M 2 ENLARGED PLANS � M -3 HVAC & PLUMBING SCHEDULEHVA - C' EGEND AND MECHANICAL DETAILS M -4 PLUMBING DETAILS ELECTRICAL E-1 P FLOOR PLAN E -2 2 POWER AND LIGHTING PLANS, EQUIPMENT LISTS AND SCHEDULES FIRE PROTECTION FP1.0 FIRE SPRINKLER PIPING PLAN & DETAILS REFRIGERATION R -1 PARTIAL FLOOR PLAN R -2 ELECTRICAL PLAN R -3 REFRIGERATION SCHEDULE R -4 PLUMBING PLAN R -5 LIQUID LINE PLAN R -6 SUCTION LINE PLAN R -7 DETAILS R-76 DETAILS , I1 kft 04 Q C . c! ' - -- - - - 0 - -0- 9 ._=, � ° °� ° ° ° °° /�j; 3r e o v 1 1 rd 1 ���� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 i i II s Cosj"c _WHOLESALE (EXISTING) r � � 1 / 1. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. c ~7- , 2. DIMENSIONS ARE TO THE: ,,. -,� ,� � " f - CENTERLINE OF COLUMNS OR GRID •� CENTERLINE OF OPENINGS i L WaF4 - FACE OF STUDS { i - FACE OF CONCRETE OR MASONRY (NOMINAL) 3. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 6" FROM THE FACE OF INTERSECTING WALL TO EDGE OF DOOR OPENING. 4. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, AND TRIM. 5. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB UNLESS NOTED OTHER 6. ROUGH IN DIMENSIONS: VERIFY ALL ROUGH IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. GENERAL REQUIREMENTS: = / A REA / OF WORK THIS PERMIT @ 1 • 1 /4 ( ) 1 r1-: . ir . 11111 111111 1. V ERTICAL CLEARANCES: PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. ® Permit Nos x IID IN ` J ` \•0.• �� - 1 illy c � 11111/ 1 IIAAA IIAAAIABI I • Pia- r� ,' ;evr cpprovI b caned tp er;om c i cr !! �. , t,., ;::v; :al , �, C: C;.i�,.Yrw�Li 1 G��3131�d£3�.3 G� � *•�. °���. dor :zafi� r^o -. ; :t ` ,.. :, ::,I.0 c1! ny cpt sd coda cr c 0' �.;� rt}V +�ti Raid t:fl�1', f ..�"�� C�id i �,it�i ' .: i3 � '' "ttl�d "' _ ����! BY D �� ° O SEPARATE PERMIT REQUIRED FOR: WM ©chanical (1� E1eCtrica) Plumbing Gas Piping City of Tukwila I3.UILI IItiG DIVIS PR ®J ECT ID ESCRI PT1 JN \II C 1NITY MAP - �--- - - - -�-- • • h . • II. _ g .\ ^ /. o 0 o Q t= Fli THIS PROJECT IS A TENANT IMPROVEMENT TO EXISTING FRESHLINE. SEATTLE & KING COUNTY PUBLIC HEALTH DEPARTMENT REQUIREMENTS p � '` 4 0 c T U KW I LA P KWY / W --1 J Q > 1 rr El �_�i r � hiu iEl • . Tukwila City Cl T uss�vila RED ON COMPLETION OF WORK 1 PUBLIC HEALTH SEATTLE & KING COUNTY INSPECTION REQUIRED PRIOR TO OPENING. 2. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL �-«� ° ' >"' >" D s W >- 0- 1 I. 1 �.« f .:i LU .r �1t .+:WA� OS the SCOQ� a�� a a e to �a1 of a ft b e 'm c a 00 �99s sb °utpfo a .... 0. bC ' At No C r ° cv, ' 411 x040 % n9 O �w pV "n l i eE S • �� w��� Ceau , � a � pla� � e v� e 'VT` ,t y. Re v d os e a d ( ' ton �O may �n�1U an ,. I �>zn EXISTING F ACILITY �' > \ SCOPEOFWORK • ,,.1 , 1 p o 0 z W W 0 0 0 0 F- z D < O Et W Q 0 z EXISTING BUILDING: RECONFIGURE MEAT DELI NEW DISH PREP NEW ROTISSERIE NEW ROTISSERIE PREP NEW DELI COOLER NEW M-1 CASES IN FRONT OF DELI / ROTISSERIE AREA NEW TIRE CENTER AWNING v J i C COSMO SITE PLAN f o- SAXON DR. EX ISTING V/ SCALE: NOT TO SCALE V/ S. 180TH SEE ADDITIONAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES A R C H I T E C T U RA L A B B R E V V I AT I O N S ARCHITECTURAL SYMBOL S ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.W T. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. RAIN LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED V.I.F. VERIFY IN FIELD BAT. BOTTOM FL. W/O WITH REINF. REINFORCING W/ MINIMUM REFRIG. REFRIGERATION MIN. MANHOLE FURNISHED AND INSTALLED M.H. F.I.O. FLOOR BTWN. BETWEEN WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST I RON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR C. SUPPLIED BY OWNER INSTALLED CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT APP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JO PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS MATERIALS REFLECTED CEILING WALL TYPES DETAIL NORTH ARROW REVISION CLOUD AND DELTA ITEM 5.I.0 OR N.I.C. 111 ACOUSTICAL TILE SUSPENDED CEILING GRID �/ // / / ///// / / / / //A CM U r i ALUMINUM SYSTEM W/ LAY IN PANELS - 4' X 2' U.N.O. DETAIL IDENTIFICATION PROJECT NORTH INDICATOR CUT LINE DEFINES THE © 1 1 , TR UE NORTH INDICATOR ���j ELEMENT L a DETAILED vl I II j�j��� BATT INSULATION SHADED AREA DENOTES A8.01 ITEM S.0.1.0 OR S.I.C. SHEET WHERE DRAWN METAL SECURITY DECK 3 5/8" METAL STUDS • • • • • • • • ABOVE (U.N.O.) @ 16" O.C. WI DOOR MARK WALL SECTION 2580A DOOR CODE - REFER TO WORK, CONTROL OR DATUM CM U OR BRICK GWB- PAINTED EACH FACE CONCRETE • SPRINKLER DROP U.N.O. PER SCHEDULE DETAIL IDENTIFICATION SCHEDULE POINT 50' 0" A.F.F. ` CUT LINE DEFINES THE NEW CONSTRUCTION SHOWN SOLID DETAILED ELEMENT WINDOW, RELITE OR (11) DROP CORD (SEE ELEC.). °�` 'y 3 5/8" METAL STUDS @ EARTH 16" O.C. W/ SOUND INSULATION BATT. & E.LF.S. A AIR HOSE FINISH PER SCHEDULE A7.01 LOUVER MARK SLOPE DIRECTION WITH SHEET WHERE DRAWN WINDOW NUMBER - REFER DATUM MARK /SLOPE DOWN 0 TO SCHEDULE \ 1/8" PER FOO BUILDING SECTION t .W( FINISHED WOOD WATER DROP DETAIL IDENTIFICATION SPRINKLER MAIN EQUIPMENT MARK EXISTING CONSTRUCTION TO REMAIN r' ti •` FREEZER / COOLER WALLS S.I.O. GRAVEL / EXHAUST VENT OR RETURN ( ) AIR GRILLE 6 NUMBER _ SHOWN LIGHT BACKGROUND A3.01 REFER TO SCHEDULE UND SHEET WHERE DRAWN PROPERTY LINE GYPSUM BOARD ®®.1 ® N. .. I® R OOM MARK � HVAC DIFFUSER PLYWOOD EXTERIOR ELEVATION ROOM -ROOM NAME IDENTIFICATION 100 FENCE DETAIL -f • --ROOM NUMBER x x RIGID INSULATION FLUORESCENT LIGHTING FIXTURE x x x x x x 8 A3.02 COLUMN GRIDS EXISTING CONSTRUCTION TO BE SHEET WHERE DRAWN BREAKLINE REMOVED - SHOWN DASHED �� _ £' -.R= SOUND INSULATION FLUORESCENT LIGHTING +► 0 FIXTURE 5 is ' - - 2 INTERIOR ELEVATION / STEEL � DETAIL IDENTIFICATION ___/ � INCANDESCENT OR H.I.D. / i II. WOOD BLOCKING LIGHTING FIXTURES 6 SHEET WHERE DRAWN D` WOOD MEMBER WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET MITCHELL C. SMITH, ARCHITECT MulvannyG2.com V.:ST OF WASHINGTON TC,HELL C, SMITH 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM TITLE SHEET TS1.01 © MulyannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. 0 DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.09.08 PERMIT ISSUE 12.10.08 BID ISSUE CONSTRUCTION ISSUE DEC 10 2000 PERMIT CENTER WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET MITCHELL C. SMITH, ARCHITECT MulvannyG2.com V.:ST OF WASHINGTON TC,HELL C, SMITH 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM TITLE SHEET TS1.01 WHOLESALE TU KWI LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com 1 PERMIT SET RECEIVED UCT 20 2008 ALDER SQUARE MITCHELL C. SMITH, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PUBLIC HEALTH DEPT. ISSUE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE RECEIVED DEC 1 2008 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM TITLE SHEET TS1.01 W 0 SA SUBJECT N A cL 1160 SAXON DRIV NOV 2 r 2008 Dept f Public: Health UKWI A WA 98188 1 ) D S PR P AND RO !SS RI R MOD D . . By I� acs D `b '7o3 SQ1�1�t� PROJECT DIRECTORY DRAWING OF i P GENERAL NOTES ISSAQ OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 t: 425.313.8100 ARCHITECT MULVANNYG2 ARCHITECTURE 1110 112TH AVE NE SUITE 500 BELLEVUE, WA 98004 t: 425.463.2000 f: 425.463.2002 PROJECT MANAGER TRAVIS MORTON STRUCTURAL ENGINEER ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEATTLE, WA 98115 t: 206.525.7560 f: 206.522.6698 MECHANICAL /PLUMBING/ T.E., INC. ELECTRICAL ENGINEER 830 N. RIVERSIDE DRIVE SUITE 200 RENTON, WA 98055 t: 206.241.2012 f: 206.241.3101 REFRIGERATION TYLER /DIEHL REFRIGERATION 3775 N. 36TH AVE PHOENIX, AZ 85019 t: 602.272.2659 THESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30 "x42". CONSULT DRAWINGS OTHER THAN ARCHITECTURAL FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. FIELD VERIFICATION AND COORDINATION: 1. SURVEY DIMENSIONS: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. 2. EXISTING UTILITY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITY. 3. THE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SL WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. DIMENSIONS: TS1.01 TITLE SHEET GENERAL I ,,,�� ��� � �.. D1.01 EXISTING /DEMOLITION PLAN . y G1.01 PHASING PLAN � � 02.01 EGRESS PLAN CODE DATA KI ARCHITECTURAL = � . ,, +. ti " S f A1.01 FLOOR PLAN ' a a RAN ��„ r �, ,. A5.01 FRESHLINE PLANS AND DETAILS A5.01.1 ROTISSERIE AND DELI PLAN / ELEVATIONS , f � A5.01.2 ROTISSERIE ELEVATIONS AND DETAILS A6.01 ROOM FINISH SCHEDULE AND TYPICAL INTERIOR DETAILS STRUCTURAL S1.1 DETAILS, PLAN & SECTIONS MECHANICAL M 1 MAIN MECHANICAL PLAN M -2 ENLARGED PLANS M-3 HVAC & PLUMBING SCHEDULES, HVAC LEGEND AND MECHANICAL DETAILS M-4 PLUMBING DETAILS ELECTRICAL E -1 PARTIAL FLOOR PLAN E -2 POWER AND LIGHTING PLANS, EQUIPMENT LISTS AND SCHEDULES FIRE PROTECTION FP1.0 FIRE SPRINKLER PIPING PLAN & DETAILS REFRIGERATION R -1 PARTIAL FLOOR PLAN R-2 ELECTRICAL PLAN R -3 REFRIGERATION SCHEDULE R -4 PLUMBING PLAN R 5 LIQUID LINE PLAN R -6 SUCTION LINE PLAN R -7 DETAILS R 76 DETAILS ��� j �, ® ' o �t SAN 2 1 2009 � !1 1 ff . I 4 I r \I I ' • i. fil % i ® �� / 1 1 1 1 1 1 1 1 1 Ill - i ,� - 1 1 % ¢ v I �� ! I c∎ \� O I I $ ^ 1 - '9'9 .9 '9rr I % I . � °�e % 1 -V-- -Q- - - . __ 1 1 ' 7 1 1 1 WHOLESALE (EXISTING) fj Y 1. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 2. DIMENSIONS ARE TO THE: - CENTERLINE OF COLUMNS OR GRID - CENTERLINE OF - FACE OF STUDS OPENINGS FACE OF CONCRETE OR MASONRY (NOMINAL) 3. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 6" FROM THE FACE OF INTERSECTING WALL TO EDGE OF DOOR OPENING. 4. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, AND TRIM. 5. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB UNLESS NOTED OTHERWISE. 6. ROUGH IN DIMENSIONS: VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. GENERAL REQUIREMENTS: - 1 7/ - ° = c = _ _ o ' 1 1 kit J o / ' ' ±' I AREA THIS OF PERMIT WORK -- 111 1. VERTICAL CLEARANCES: PLACE NO MAINS, PIPING, CONDUIT•OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. 1 1 I I iii iii \•�I -- "1 win OO ,nlll� I p \ o _, I� t O << w .f.; __ • . 1 PROJECT DESCRIPTION VICINITY MAP --- -�--- � : o �, g g __„ ®O :: ® THIS PROJECT IS A TENANT IMPROVEMENT TO EXISTING FRESHLINE. SEATTLE & KING COUNTY PUBLIC HEALTH DEPARTMENT REQUIREMENTS PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. 2. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL SCOPEOFWORK EXISTING BUILDING: DISH UREPEAT DELI NEW NEW ROTISSERIE NEW ROTISSERIE PREP NEW DELI COOLER NEW M -1 CASES IN FRONT OF DELI / ROTISSERIE AREA ° I I .-■.. 0 1 rte - 405 TUKWILA PKWY / W. VALLEY HWY EXISTING FACILITY ,-r� n 1 1. AMN d i ��� ,• - x ■ X ,t I X W Z W 0 0 I 0 O 0 0 z < j • DUI Ifti 1E .--J__., /� SAX DR. EXISTING SITE PLAN V/ SCALE: NOT TO SCALE V/ S. 180TH FOR ADDITIONAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARC H I T E C T U RA L ABBREVIATION S A R 0 H T RA L SYMBOLS 1 T E C U ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWSE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. RAIN LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW HS. WELDED HEAD STUD C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.1.0. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR W CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED 0.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS MATERIALS REFLECTED CEILING WALL TYPES DETAIL NORTH ARROW REVISION CLOUD AND DELTA ITEM S.I.O OR N.I.C. II I I I I 1 ACOUSTICAL TILE SUSPENDED CEILING GRID / / / / / / / / / / / / / / / //Ad CMU r 1 SYSTEM W/ LAY IN PANELS 4' X 2' U.N.O. DETAIL IDENTIFICATION PROJECT NORTH INDICATOR CUT LINE - DEFINES THE 41 bk TRUE NORTH INDICATOR © J �� ALUMINUM L DETAILED ELEMENT ,/ A8.01 ME SHEET WHERE DRAWN ITEM S.O.I.0 OR S.I.C. BATT INSULATION SHADED AREA DENOTES METAL SECURITY DECK 3 5/8" METAL STUDS OR BRICK : ; ; ABOVE (U.N.O.) @ 16" O.C. W/ DOOR MARK WALL SECTION DOOR CODE - REFER TO WORK, CONTROL OR DATUM 2580A � pp �� �lUlll C MU GWB- PAINTED EACH FACE CONCRETE U.N.O. PER SCHEDULE • • SPRINKLER DROP SCHEDULE P OINT 50' -0" A.F.F. � DETAIL IDENTIFICATION ( a CUT LINE - DEFINES THE � """ SOLID DETAILED ELEMENT WINDOW, RELITE OR NEW CONSTRUCTION SHOWN -nl�un DROP CORD (SEE ELEC.) 1 3 5/8" METAL STUDS @ EARTH 16" O.C. W/ SOUND OA AIR HOSE E.I.F.S. INSULATION BATT. & FINISH PER SCHEDULE FINISHED WOOD ® WATER DROP A7 LOUVER MARK SLOPE DIRECTION WITH SHEET WHERE DRAWN WINDOW NUMBER - REFER DATUM MARK SLOPE DOWN TO SCHEDULE \ 1/8" PER FOO ib, \\ BUILDING SECTION SPRINKLER MAIN rJOq DETAIL IDENTIFICATION EQUIPMENT MARK EXISTING CONSTRUCTION TO REMAIN — C — = FREEZER / COOLER WALLS EXHAUST VENT OR RETURN (S.1.0.) GRAVEL /1 GRILLE EQUIPMENT NUMBER - 6 � � SHOWN LIGHT BACKGROUND r ' • .�: A3.01 REFER TO SCHEDULE SHEET WHERE DRAWN PROPERTY LINE " ' GYPSUM BOARD ® e l® ® ® ® -® ROOM MARK HVAC DIFFUSER EXTERIOR ELEVATION ROOM - �= NAME DETAIL IDENTIFICATION 1 100 - 1--ROOM NUMBER FENCE ' PLYWOOD x x x x— RIGID INSULATION FLUORESCENT LIGHTING FIXTURE x x x x 8 A3.02 COLUMN GRIDS EXISTING CONSTRUCTION TO BE SHEET WHERE DRAWN BREAKLINE REMOVED SHOWN DASHED / � SOUND INSULATION FIXTURE FLUORESCENT LIGHTING bo (1 (3 5 V — — F a. 5 1 INTERIOR ELEVATION I / STEEL DETAIL IDENTIFICATION � � I I INCANDESCENT OR H.I.D. _ L B II. W OOD BLOCK LIGHTING FIXTURES 6 SHEET WHERE DRAWN 1><, WOOD MEMBER WHOLESALE TU KWI LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com 1 PERMIT SET RECEIVED UCT 20 2008 ALDER SQUARE MITCHELL C. SMITH, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PUBLIC HEALTH DEPT. ISSUE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE RECEIVED DEC 1 2008 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM TITLE SHEET TS1.01 EXIST. RECEPTION =XIST. PTICA USDA OFFICE EXIST. FOOD SERVICE EXIST. PRODUCE COOLER CORRID R CORRIDOR EXIST. OFFICE EXIST. ICE CREAM SHOP FFEE - �U XLEPATH. '1ST. MO MA R.R. EXIST. TIRE SALES EXISTING EMPLOYEE BREAKROOM EXISTING DELI /ROTISSERIE TO BE MODIFIED. H 1 N E W WATER TREATMENT ROOM NTROL 0 BEVERAGE ROOM (3) CORRIDOR EXIST. PHOTO T EX PR ST. NTING 1 n in 1 11 1 H H 1 11 1 _ � r 0 1 EXIST. JUICE/ WATER /SODA & TEA BOTTLING AREA 11 TITT "L._ 1 f 11 1Tf1 1 11 1 1111 1 11 1 HH E H 1 11 1 1111 1 11 1-1 i ` 1 11 1 1111 1 1 1 I d — 1 - L- i 1 11 1 1111 1111 1 ---- -N r- H 1 11 1 1111 1 H11 RH F _� i ! 1 11 1 1 11 1 11 1 II 1 L_.LU L LJ ENTRANCE EXIST. SUPPLY AREA EXIT x SCALE: 1" = 20' -0" c6) EXIST. POTATO CHIP AREA EXIST. TOBACCO SALES TORTILLA & POTATO CHIP AREA MAINT. ROOM STOR EXISTING /DEMOLITION PLAN 1-±'4._.__I 11 EXIST. CCOLE(t EXIST. FREEZER iIF EXIST. BAKERY 1 ANITOR C POPC AR j 50' 50' — 111 -- IIEXIST. 1l BAKER 1 GOOLE 1 EXIST. 3 ,f EXIST. ELEC. ROOM s ELE(. EXIST. MEAT COOLER EXIST. BAKERY FREEZER EXIST. MEAT PREP. EXIST. DEMO I EXIST. DAIRY COOLER P jr1 ��� �aa I9 I 'I 11 ° ¢ 1 I F.. EXIST. 1 .1 SLICING DE1 11 11 t 0 ....r.. ..,a 1 M EXIST. ROTISSERIE I I 1 C CHICKEN + 1 1 0 1 1 EXIST. RECEIVING I , I I - - -1 0 q) 1 2 3 4 5 6 7 8 DEMO KEY NOTES OWNER TO REMOVE STEEL RACKS PRIOR TO CONSTRUCTION. CONTRACTOR TO DEMOLISH COOLER/ FREEZER WALLS, DOORS AND CEILING. CONTRACTOR TO REMOVE CONCRETE CURB. CONTRACTOR TO REMOVE BOLLARDS. CONTRACTOR TO REMOVE MERCHANDISER DISPLAY CASES. CONTRACTOR TO SAWCUT / DEMOLISH CONCRETE SLAB FOR PLUMBING AND FREEZER PIT CONSTRUCTION. CONTRACTOR TO EXCAVATE SUB GRADE FOR NEW PLUMBING CONSTRUCTION. CONTRACTOR TO REMOVE DOOR & HARDWARE. INFILL WITH CMU (CMU TO MATCH EXISTING). COD tC ® r RV 01 S 10 211.0 WHOLESALE TUKWILA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT SET KEY PLAN MITCHELL C. SMITH, ARCHITECT REGISTERED ARCHITECT ITCHELL C. SMITH STATE OF WASHINGTON 6084 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM EXISTING/ DEMOLITION PLAN D1.01 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.08.08 PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE DEC 10 2008 PERMIT CENTEF- EXIST. RECEPTION =XIST. PTICA USDA OFFICE EXIST. FOOD SERVICE EXIST. PRODUCE COOLER CORRID R CORRIDOR EXIST. OFFICE EXIST. ICE CREAM SHOP FFEE - �U XLEPATH. '1ST. MO MA R.R. EXIST. TIRE SALES EXISTING EMPLOYEE BREAKROOM EXISTING DELI /ROTISSERIE TO BE MODIFIED. H 1 N E W WATER TREATMENT ROOM NTROL 0 BEVERAGE ROOM (3) CORRIDOR EXIST. PHOTO T EX PR ST. NTING 1 n in 1 11 1 H H 1 11 1 _ � r 0 1 EXIST. JUICE/ WATER /SODA & TEA BOTTLING AREA 11 TITT "L._ 1 f 11 1Tf1 1 11 1 1111 1 11 1 HH E H 1 11 1 1111 1 11 1-1 i ` 1 11 1 1111 1 1 1 I d — 1 - L- i 1 11 1 1111 1111 1 ---- -N r- H 1 11 1 1111 1 H11 RH F _� i ! 1 11 1 1 11 1 11 1 II 1 L_.LU L LJ ENTRANCE EXIST. SUPPLY AREA EXIT x SCALE: 1" = 20' -0" c6) EXIST. POTATO CHIP AREA EXIST. TOBACCO SALES TORTILLA & POTATO CHIP AREA MAINT. ROOM STOR EXISTING /DEMOLITION PLAN 1-±'4._.__I 11 EXIST. CCOLE(t EXIST. FREEZER iIF EXIST. BAKERY 1 ANITOR C POPC AR j 50' 50' — 111 -- IIEXIST. 1l BAKER 1 GOOLE 1 EXIST. 3 ,f EXIST. ELEC. ROOM s ELE(. EXIST. MEAT COOLER EXIST. BAKERY FREEZER EXIST. MEAT PREP. EXIST. DEMO I EXIST. DAIRY COOLER P jr1 ��� �aa I9 I 'I 11 ° ¢ 1 I F.. EXIST. 1 .1 SLICING DE1 11 11 t 0 ....r.. ..,a 1 M EXIST. ROTISSERIE I I 1 C CHICKEN + 1 1 0 1 1 EXIST. RECEIVING I , I I - - -1 0 q) 1 2 3 4 5 6 7 8 DEMO KEY NOTES OWNER TO REMOVE STEEL RACKS PRIOR TO CONSTRUCTION. CONTRACTOR TO DEMOLISH COOLER/ FREEZER WALLS, DOORS AND CEILING. CONTRACTOR TO REMOVE CONCRETE CURB. CONTRACTOR TO REMOVE BOLLARDS. CONTRACTOR TO REMOVE MERCHANDISER DISPLAY CASES. CONTRACTOR TO SAWCUT / DEMOLISH CONCRETE SLAB FOR PLUMBING AND FREEZER PIT CONSTRUCTION. CONTRACTOR TO EXCAVATE SUB GRADE FOR NEW PLUMBING CONSTRUCTION. CONTRACTOR TO REMOVE DOOR & HARDWARE. INFILL WITH CMU (CMU TO MATCH EXISTING). COD tC ® r RV 01 S 10 211.0 WHOLESALE TUKWILA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT SET KEY PLAN MITCHELL C. SMITH, ARCHITECT REGISTERED ARCHITECT ITCHELL C. SMITH STATE OF WASHINGTON 6084 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM EXISTING/ DEMOLITION PLAN D1.01 1 L_ L _ II 11 EXIST. SLICING DELI 1 1 EXIST. ROTICSERIE CHICKEN Lt 1 EXIST. MEAT PREP. EXIST. MEAT COOLER r T L 1 EXIST. DAIRY COOLER EXIST. DELI COOLER 1 1 STEEL - -I 15 STEEL 1. EXISTING RACKING AND PALETTES WITHIN AREA OF WORK TO BE REMOVED BY OWNER PRIOR TO CONSTRUCTION. T 1 T I z 1 11 11 I1 11 11 11 JI it = = 1 EXIST. R.T.V. EXIST. RECEIVING T 1 1 J T r -- -- 1 I 1 1 1 I -- 1 1 I 1 1 — — EXISTING /DEMOLITION FLOOR PLAN (FOR REFERENCE ONLY) 1 SCALE: 1/8" = 1' -0" rlittogla 1 (°,°201010 ( EXIST. MEAT COOLER EXIST, DAIRY COOLER / — 1 —7 \ 1 111 I III I III I III EX IST. 111 ROTI>`ISERIE 111 CHI ,KEN 111 I 111 1 1111 I Ili 1. RECONFIGURE EXISTING MEAT /DELI AREA 2. CONSTRUCT NEW DISH PREP 3. CONSTRUCT NEW DELI COOLER 4. INSTALL NEW EPDXY FLOORING. 1 1 1 1 EXIST. R.T.V. 10 EXIST. RECEIVING PHASE ONE - DELI, DELI COOLER & DISH PREP SCALE: 1/8" = 1' -0" 1 TISSE 1 1 1 . -__ .. .. 1- STEFL RECONFIGURED DELI AREA I 110 1 === EXIST. MEAT PREP. EXIST. MEAT COOLER EXIST. DAIRY COOLER DISH PREP DELI COOLER PHASE TWO - ROTISSERIE SCALE: 1/8" = 1' -0" T 1. DEMOLISH EXISTING ROTISSERIE. 2. CONSTRUCT NEW ROTISSERIE AND ROTISSERIE PREP. 3. INSTALL REVISED CASEWORK ALONG FRONT OF FRESHLINE & ROTISSERIE. 4. INSTALL NEW EPDXY FLOORING. • • 1 poi 1 EXIST. R.T.V. • • EXIST. RECEIVING DEMOLITION NOTES A. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING. B. GENERAL CONTRACTOR TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB AND CURB, REBAR, ETC. ASSOCIATED WITH THE DEMOLITION OF AREAS SHOWN AS PART OF THE PROJECT. CAP ALL UTILITIES AND DRAIN LINES BELOW FLOOR AS REQUIRED. PATCHING OF FLOOR SHALL BE THE RESPONSIBILITY OF FLOORING SUB - CONTRACTOR. C. THE CONTRACTOR WILL PROVIDE ALL NECESSARY BARRICADES, SIGNAGE, REFLECTORS, LIGHTS, ETC. DURING THE CONSTRUCTION. PROPERLY IDENTIFYING AREAS CLOSED TO PUBLIC. D. ALL ITEMS REMOVED AND NOT REUSED SHALL BE OFFERED TO THE OWNER IN GOOD CONDITION AS REQUESTED BY STORE MANAGER DURING BIDDING. E. PROVIDE / MAINTAIN EGRESS PATHS THROUGHOUT DEMOLITION, INCLUDING, BUT NOT LIMITED TO, LIGHTING, EXIT SIGNS AND SPRINKLERS. F. ALL AREAS SHOW ON DRAWINGS INDICATING DEMOLITION WORK, GENERAL CONTRACTOR WILL INCLUDE ALL DISCIPLINES, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL AND FIRE SPRINKLER. G. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOB SITE DAILY AND LEAVE THE BUILDING AND GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. H. THE CONTRACTOR SHALL NOT INTERRUPT PLUMBING, HVAC, ELECTRICAL SERVICE, ETC. OPERATIONS WITHOUT COORDINATION AND APPROVAL OF THE OWNER IN WRITING. I. DO NOT DISRUPT SPRINKLER OR FIRE ALARM SYSTEM DURING DEMOLITION. MAINTAIN SYSTEMS IN OPERATING CONDITION AT ALL TIMES. NOTIFY STORE MANAGER AND COORDINATE AT LEAST 48 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING FIRE ALARM OR FIRE SPRINKLER SYSTEM. J. COORDINATE ALL DEMOLITION WITH OTHER TRADES TO INSURE OTHER SERVICES ARE NOT DISTURBED. PROVIDE CONSTANT SECURITY SYSTEM COVERAGE. COORDINATE WORK WITH OWNER'S PHONE SYSTEM INSTALLER. K. ALL WORKS IS TO BE ACCOMPLISHED TO MEET ALL LOCAL, STATE, AND FEDERAL CODES AND ALL AUTHORITIES HAVING JURISDICTION. L. CONTRACTOR SHALL HAVE ALL EXISTING UNDERGROUND UTILITIES LOCATED WITHIN PROXIMITY OF WORK AREA PRIOR TO EXCAVATION. OPERATION NOTES OPERATION NOTE "A" FOR MAIN SALES: 1. EXIT PATH SHALL REMAIN CLEAR OF OBSTRUCTION AT ALL TIMES. 2. STORE REFRIGERATED COOLERS AND FREEZERS SHALL REMAIN OPERATIONAL AT ALL TIMES DURING ROOF -TOP CONDENSERS CHANGE OVER. NO PUBLIC SHALL BE ALLOWED INSIDE BUILDING THE FOLLOWING BUSINESS DAY UNTIL CONDENSERS ARE SECURELY ANCHORED AND PASSED INSPECTION. CONTRACTOR SHALL COORDINATE WITH INSPECTORS AND STORE MANAGER IN ADVANCE. OPERATION NOTE "B" FOR SALES FREEZERS: 4. LARGE SALES FREEZER SHALL REMAIN OPERATIONAL UNTIL NEW SALES FREEZER #103 IS SUBSTANTIALLY COMPLETE AND OPERATIONAL. WHOLESSAL.E TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET KEY PLAN MITCHELL C. SMITH, ARCHITECT 6084 MulvannyG2.com L oom REGISTERED ARCHITECT TCHELL C. SMITH TATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM PHASING FLOOR PLAN G1.01 ©MulvannyG2 Architecture: AlI rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. L DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.09.08 PERMIT ISSUE 12.10.08 BID ISSUE CONSTRUCTION ISSUE RECEIVED nre. i 0 ?nnl PERMIT CENT 1 L_ L _ II 11 EXIST. SLICING DELI 1 1 EXIST. ROTICSERIE CHICKEN Lt 1 EXIST. MEAT PREP. EXIST. MEAT COOLER r T L 1 EXIST. DAIRY COOLER EXIST. DELI COOLER 1 1 STEEL - -I 15 STEEL 1. EXISTING RACKING AND PALETTES WITHIN AREA OF WORK TO BE REMOVED BY OWNER PRIOR TO CONSTRUCTION. T 1 T I z 1 11 11 I1 11 11 11 JI it = = 1 EXIST. R.T.V. EXIST. RECEIVING T 1 1 J T r -- -- 1 I 1 1 1 I -- 1 1 I 1 1 — — EXISTING /DEMOLITION FLOOR PLAN (FOR REFERENCE ONLY) 1 SCALE: 1/8" = 1' -0" rlittogla 1 (°,°201010 ( EXIST. MEAT COOLER EXIST, DAIRY COOLER / — 1 —7 \ 1 111 I III I III I III EX IST. 111 ROTI>`ISERIE 111 CHI ,KEN 111 I 111 1 1111 I Ili 1. RECONFIGURE EXISTING MEAT /DELI AREA 2. CONSTRUCT NEW DISH PREP 3. CONSTRUCT NEW DELI COOLER 4. INSTALL NEW EPDXY FLOORING. 1 1 1 1 EXIST. R.T.V. 10 EXIST. RECEIVING PHASE ONE - DELI, DELI COOLER & DISH PREP SCALE: 1/8" = 1' -0" 1 TISSE 1 1 1 . -__ .. .. 1- STEFL RECONFIGURED DELI AREA I 110 1 === EXIST. MEAT PREP. EXIST. MEAT COOLER EXIST. DAIRY COOLER DISH PREP DELI COOLER PHASE TWO - ROTISSERIE SCALE: 1/8" = 1' -0" T 1. DEMOLISH EXISTING ROTISSERIE. 2. CONSTRUCT NEW ROTISSERIE AND ROTISSERIE PREP. 3. INSTALL REVISED CASEWORK ALONG FRONT OF FRESHLINE & ROTISSERIE. 4. INSTALL NEW EPDXY FLOORING. • • 1 poi 1 EXIST. R.T.V. • • EXIST. RECEIVING DEMOLITION NOTES A. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING. B. GENERAL CONTRACTOR TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB AND CURB, REBAR, ETC. ASSOCIATED WITH THE DEMOLITION OF AREAS SHOWN AS PART OF THE PROJECT. CAP ALL UTILITIES AND DRAIN LINES BELOW FLOOR AS REQUIRED. PATCHING OF FLOOR SHALL BE THE RESPONSIBILITY OF FLOORING SUB - CONTRACTOR. C. THE CONTRACTOR WILL PROVIDE ALL NECESSARY BARRICADES, SIGNAGE, REFLECTORS, LIGHTS, ETC. DURING THE CONSTRUCTION. PROPERLY IDENTIFYING AREAS CLOSED TO PUBLIC. D. ALL ITEMS REMOVED AND NOT REUSED SHALL BE OFFERED TO THE OWNER IN GOOD CONDITION AS REQUESTED BY STORE MANAGER DURING BIDDING. E. PROVIDE / MAINTAIN EGRESS PATHS THROUGHOUT DEMOLITION, INCLUDING, BUT NOT LIMITED TO, LIGHTING, EXIT SIGNS AND SPRINKLERS. F. ALL AREAS SHOW ON DRAWINGS INDICATING DEMOLITION WORK, GENERAL CONTRACTOR WILL INCLUDE ALL DISCIPLINES, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL AND FIRE SPRINKLER. G. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOB SITE DAILY AND LEAVE THE BUILDING AND GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. H. THE CONTRACTOR SHALL NOT INTERRUPT PLUMBING, HVAC, ELECTRICAL SERVICE, ETC. OPERATIONS WITHOUT COORDINATION AND APPROVAL OF THE OWNER IN WRITING. I. DO NOT DISRUPT SPRINKLER OR FIRE ALARM SYSTEM DURING DEMOLITION. MAINTAIN SYSTEMS IN OPERATING CONDITION AT ALL TIMES. NOTIFY STORE MANAGER AND COORDINATE AT LEAST 48 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING FIRE ALARM OR FIRE SPRINKLER SYSTEM. J. COORDINATE ALL DEMOLITION WITH OTHER TRADES TO INSURE OTHER SERVICES ARE NOT DISTURBED. PROVIDE CONSTANT SECURITY SYSTEM COVERAGE. COORDINATE WORK WITH OWNER'S PHONE SYSTEM INSTALLER. K. ALL WORKS IS TO BE ACCOMPLISHED TO MEET ALL LOCAL, STATE, AND FEDERAL CODES AND ALL AUTHORITIES HAVING JURISDICTION. L. CONTRACTOR SHALL HAVE ALL EXISTING UNDERGROUND UTILITIES LOCATED WITHIN PROXIMITY OF WORK AREA PRIOR TO EXCAVATION. OPERATION NOTES OPERATION NOTE "A" FOR MAIN SALES: 1. EXIT PATH SHALL REMAIN CLEAR OF OBSTRUCTION AT ALL TIMES. 2. STORE REFRIGERATED COOLERS AND FREEZERS SHALL REMAIN OPERATIONAL AT ALL TIMES DURING ROOF -TOP CONDENSERS CHANGE OVER. NO PUBLIC SHALL BE ALLOWED INSIDE BUILDING THE FOLLOWING BUSINESS DAY UNTIL CONDENSERS ARE SECURELY ANCHORED AND PASSED INSPECTION. CONTRACTOR SHALL COORDINATE WITH INSPECTORS AND STORE MANAGER IN ADVANCE. OPERATION NOTE "B" FOR SALES FREEZERS: 4. LARGE SALES FREEZER SHALL REMAIN OPERATIONAL UNTIL NEW SALES FREEZER #103 IS SUBSTANTIALLY COMPLETE AND OPERATIONAL. WHOLESSAL.E TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET KEY PLAN MITCHELL C. SMITH, ARCHITECT 6084 MulvannyG2.com L oom REGISTERED ARCHITECT TCHELL C. SMITH TATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM PHASING FLOOR PLAN G1.01 EGRESS SUMMARY WAREHOUSE TOTAL OCCUPANTS EGRESS WIDTH REQUIRED EGRESS ACTUAL EGRESS (24) 48" DOORS (5) 36" DOORS TOTAL TIRE INSTALLATION TOTAL OCCUPANTS EGRESS WIDTH PER REQUIRD EGRESS ACTUAL EGRESS (1) 36" DOORS TOTAL FOOD PLANT TOTAL OCCUPANTS EGRESS WIDTH PER REQUIRED EGRESS ACTUAL EGRESS (0) 48" DOORS (4) 36" DOORS TOTAL — WAREHOUSE: 5,039 PER PERSON: 0.15 WIDTH (IN INCHES): 755 WIDTH (IN INCHES): AT 45" NET = 1,080 AT 33" NET = 165 = 1,245 - TIRE INSTALLATION: 24 PERSON: 0.15 (IBC) WIDTH (IN INCHES): 3.6 (IBC) WIDTH (IN INCHES): AT 33" NET = 33 = 33 — FOOD PLANT: 135 PERSON: 0.15 WIDTH (IN INCHES): 20.5 WIDTH (IN INCHES): AT 45" NET = 0 AT 33" NET = 132 = 132 BUILDING STATISTICS FLOOR AREA: WAREHOUSE = ABANDONED OPTICAL ABANDONED OPTICAL TIRE INSTALLATION TOTAL SQ. FT. = NUMBER OF STORIES: MAX BUILDING HEIGHT AUTOMATIC FIRE SPRINKLER FIRE ALARM SYSTEM: SMOKE / HEAT VENTS: [ X ] VENT RATIO [ X ] MANUAL RELEASE [ X ] FUSIBLE LINK [ X ] SPACING LESS CURTAIN BOARDS: 207,437 S.F. 1ST = 13,272 S.F. 2ND = 13,272 S.F. = 2,400 S.F. 222,496 S.F. 1 (ABOVE FLOOR): 31 FEET YES NO SYSTEM: [ X ] [ ] [ X ] [ ] [ X ] [ ] 1:100 AT ROOF 360° THAN 120 FEET [ ] [ X ] CODE ANALYSIS APPLICABLE BUILDING CODE: 2006 INTERNATIONAL BLDG. CODE OCCUPANCY CLASSIFICATION NON— SEPARATED USES — GROUP 'M' (MERCANTILE) NO OCCUPANCY SEPERATIONS REQUIRED ALLOWABLE FLOOR AREA UNLIMITED AREA PER 507 — APPROVED AUTOMATIC SPRINKLER SYSTEM THROUGHOUT AND ENTIRELY SURROUNDED & ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET BUILDING HEIGHT AND NUMBER OF STORIES ALLOWABLE: 40 FEET — 2 STORIES ACTUAL: 31 FEET —1 STORY TYPE OF CONSTRUCTION : TYPE V —B CONSTRUCTION TABLE 601 FIRE — RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: TYPE V -B STRUCTURAL FRAME 0 BEARING WALLS 0 NONBEARING WALLS AND PARTITIONS 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 KEY DOOR SIZE 4' DOORS LOCATION (2) MAIN SALES AREA INCOMPLETE LTR# 123,510 S.F. / 1 / 30 4117 OCCUPANT LOAD L OCCUPANT LOAD FACTOR (SQ. FT. PER OCCUPANT) • ECE1VED IAN 05 2009 _ I PERMIT CENTER H FIRE EXTINGUISHER NOTES: • LOCATE FIRE EXTINGUISHERS (S.O.I.C.) AS DIRECTED BY FIRE MARSHAL • FIRE MARSHAL SHALL DETERMINE SIZE AND TYPE OF EXTINGHISHERS • IN GENERAL, PROVIDE: • ONE MIN. RATING 2A: 10 BC FIRE EXTINGUISHER PER 6,000 SQ. FT. AREA WITHIN 75 -FOOT MAXIMUM TRAVEL DISTANCE • CLASS K FIRE EXTINGUISHER WITHIN 30 FEET OF COMMERCIAL FOOD HEAT - PROCESSING EQUIPMENT r - •i I] :+ HT] I — H 111 1 i IFEETTE 1 - 1 r I II I 1111 III HH I - FI - - I III I 1 II I I II 1 HHI I-FH 1 11 1 111 1111 1 11 F -H Hk 1 11 1 111 H H — _ I II I III 11sl1 1 IF. 1 lJ_!.J U F_J J LJ EGRESS PLAN SCALE: 1" = 20' -0" NOTE: AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. ALLOWABLE EXIT ACCESS TRAVEL DISTANCE 250 FEET. II i 1 i - T — T 1 1---1- - -I-- -H 1 1- --1-- H ROTISSERIE 754 S.F. 1 / 200 4 0 ti r r r -1 I 1,364 S.F. DELI /DISH PREP 1 / 200 7 1 t:o8 515 WHOLE.SSALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET 0 5' 10' 20' 40 1" = 20' -0" MulvannyG2.com 1 MITCHELL C. SMITH, ARCHITECT M TCHELL C. SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM G2.01 REGISTERED ARCHITECT EGRESS PLAN CODE DATA © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. A DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.09.08 PERMIT ISSUE 12.12.08 BID ISSUE 1 12.30.08 PERMIT REVISION CONSTRUCTION ISSUE H FIRE EXTINGUISHER NOTES: • LOCATE FIRE EXTINGUISHERS (S.O.I.C.) AS DIRECTED BY FIRE MARSHAL • FIRE MARSHAL SHALL DETERMINE SIZE AND TYPE OF EXTINGHISHERS • IN GENERAL, PROVIDE: • ONE MIN. RATING 2A: 10 BC FIRE EXTINGUISHER PER 6,000 SQ. FT. AREA WITHIN 75 -FOOT MAXIMUM TRAVEL DISTANCE • CLASS K FIRE EXTINGUISHER WITHIN 30 FEET OF COMMERCIAL FOOD HEAT - PROCESSING EQUIPMENT r - •i I] :+ HT] I — H 111 1 i IFEETTE 1 - 1 r I II I 1111 III HH I - FI - - I III I 1 II I I II 1 HHI I-FH 1 11 1 111 1111 1 11 F -H Hk 1 11 1 111 H H — _ I II I III 11sl1 1 IF. 1 lJ_!.J U F_J J LJ EGRESS PLAN SCALE: 1" = 20' -0" NOTE: AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. ALLOWABLE EXIT ACCESS TRAVEL DISTANCE 250 FEET. II i 1 i - T — T 1 1---1- - -I-- -H 1 1- --1-- H ROTISSERIE 754 S.F. 1 / 200 4 0 ti r r r -1 I 1,364 S.F. DELI /DISH PREP 1 / 200 7 1 t:o8 515 WHOLE.SSALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET 0 5' 10' 20' 40 1" = 20' -0" MulvannyG2.com 1 MITCHELL C. SMITH, ARCHITECT M TCHELL C. SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM G2.01 REGISTERED ARCHITECT EGRESS PLAN CODE DATA BUILDING DATA: BUILDING AREA ABANDONED OPTICAL 1ST FLOOR ABANDONED OPTICAL 2ND FLOOR TIRE INSTALLATION EXIST. TOTAL BUILDING RACK COUNT: GROCERY RACKS CENTER SECTION HARDLINE RACKS PROJECT DATA 9 w rn NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. 193,602 S.F. 13,272 S.F. 13,272 S.F. 2,400 S.F. 222,496 S.F. 188 13,963 S.F. 204 EXIST. RECEPTION EXIST. STORAGE EXIST. OFFICE X jrR ON R L i HEALTH EXIST. WOMEN'S RESTROOM EXIST. PRODUCE COOLER EXIS BRE/ ROO EXIST. MEN'S RESTRO( EXIST, OFFICE EXIST. EXIST. EXIST. OFFICE OFFICE OFFICE XISTt EL'O EXIST, BAKERY (1 FREEZER \ : EXI: WOM RESTF T. :N'S SOM EXIST. OFFICE EXIST. HUSSMAN BUILDING i H 1 3 11 EXIST, EXAM ROOMS EXIST. OPTICAL KIOSK 1 EXIST. BALER /COMPACTOR ROOM EXIST. PHOTO 1 EXIST. RINTING 1 IH 14H HH IH I 11 1 4H H H 1111 1111 L I1_J U U ENTRANCE EXIST. SUPPLY AREA EXIT SCALE: 1" = 20' -0" EXIST: POTATO CHIP AREA FLOOR PLAN EXIST. TOBACCO SALES EXIST. HEARING 1 EXIST. PHARMACY EXIST. MAINTENANCE 11 EXIST. USDA OFFICE EXIST. BAKERY 1--1-1 i1 EXIST. COOLER EXIST. FREEZER EXIST. ICE CREAM SHOP EXIST. JANITOR 4 -1 H � H EXIST. 111 11 BAKERY ji Il COOLER —IF r EXIST. ELEC 50' -0" 1I EXIST. MEAT COOLER j EXIST. DEMO EXIST. DAIRY 1 COOLER EXIST. RTV. C 4 F1 1 II L IL rr i it 1 50' -0" EXIST. TIRE SALES EXIST, EMPLOYEE BREAK ROOM RECONFIGURED DELI AREA EXIST. MEAT PREP DISH PREP RITISSERIE PREP 112 I 5.01.1 EXIST. RECEIVING H H 1-4— H H H I 1- I I H H H I Hi H1....._. I EXIST. SCRUBBER STORAGE EXIST. JANITOR EXIST. RESTROOM CODE. COWL% AQ ONE JAS2,1. T WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 = 20' -0" FLOOR PLAN A1.01 MulvannyG2.com 1 PERMIT SET 5' 10' 20' 40' MITCHELL C. SMITH, ARCHITECT 1 ,D ITCHELL C. SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: JLL © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. A DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.09.08 PERMIT ISSUE 12.10.08 BID ISSUE CONSTRUCTION ISSUE RECEIVED nrr.11 21)98 ERMIT CA NTER BUILDING DATA: BUILDING AREA ABANDONED OPTICAL 1ST FLOOR ABANDONED OPTICAL 2ND FLOOR TIRE INSTALLATION EXIST. TOTAL BUILDING RACK COUNT: GROCERY RACKS CENTER SECTION HARDLINE RACKS PROJECT DATA 9 w rn NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. 193,602 S.F. 13,272 S.F. 13,272 S.F. 2,400 S.F. 222,496 S.F. 188 13,963 S.F. 204 EXIST. RECEPTION EXIST. STORAGE EXIST. OFFICE X jrR ON R L i HEALTH EXIST. WOMEN'S RESTROOM EXIST. PRODUCE COOLER EXIS BRE/ ROO EXIST. MEN'S RESTRO( EXIST, OFFICE EXIST. EXIST. EXIST. OFFICE OFFICE OFFICE XISTt EL'O EXIST, BAKERY (1 FREEZER \ : EXI: WOM RESTF T. :N'S SOM EXIST. OFFICE EXIST. HUSSMAN BUILDING i H 1 3 11 EXIST, EXAM ROOMS EXIST. OPTICAL KIOSK 1 EXIST. BALER /COMPACTOR ROOM EXIST. PHOTO 1 EXIST. RINTING 1 IH 14H HH IH I 11 1 4H H H 1111 1111 L I1_J U U ENTRANCE EXIST. SUPPLY AREA EXIT SCALE: 1" = 20' -0" EXIST: POTATO CHIP AREA FLOOR PLAN EXIST. TOBACCO SALES EXIST. HEARING 1 EXIST. PHARMACY EXIST. MAINTENANCE 11 EXIST. USDA OFFICE EXIST. BAKERY 1--1-1 i1 EXIST. COOLER EXIST. FREEZER EXIST. ICE CREAM SHOP EXIST. JANITOR 4 -1 H � H EXIST. 111 11 BAKERY ji Il COOLER —IF r EXIST. ELEC 50' -0" 1I EXIST. MEAT COOLER j EXIST. DEMO EXIST. DAIRY 1 COOLER EXIST. RTV. C 4 F1 1 II L IL rr i it 1 50' -0" EXIST. TIRE SALES EXIST, EMPLOYEE BREAK ROOM RECONFIGURED DELI AREA EXIST. MEAT PREP DISH PREP RITISSERIE PREP 112 I 5.01.1 EXIST. RECEIVING H H 1-4— H H H I 1- I I H H H I Hi H1....._. I EXIST. SCRUBBER STORAGE EXIST. JANITOR EXIST. RESTROOM CODE. COWL% AQ ONE JAS2,1. T WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 = 20' -0" FLOOR PLAN A1.01 MulvannyG2.com 1 PERMIT SET 5' 10' 20' 40' MITCHELL C. SMITH, ARCHITECT 1 ,D ITCHELL C. SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: JLL SCALE: 1/4" = 1' -0" 14' -0" ELEVATION @ SIGNAGE HELVETICA - STYLE LETTERS PAINTED "SAFTEY RED" t CANOPY ROOF PLAN SCALE: 1/4" = 1' -0" 14" STEEL PIPE, PAINT SEALANT AT TOP OF ALL LEDGERS CONNECTED TO CONCRETE WALL CANOPY FASCIA PANEL WITH TEXTURED FINISH SECTION AT CANOPY SCALE: 1" = CANOPY FRAMING PER STRUCTURAL I I I I l I I I I l I 1 1 I I I I I I I I I I IIIIIIII EXISTING CONCRETE TILT -UP WALL TO REMAIN EXISTING DOORS TO REMAIN STEEL PLATE (PER STRUCTURAL) STEEL PIPE, PAINT NEW TIRE SALES CANOPY MTL. FASCIA W /TEXTURED FINISH COLOR TO MATCH MAIN CANOPY NEW TIRE SALES SIGNAGE EXISTING WALL PACK TO REMAIN EXISTING CONCRETE TILT -UP WALL TO REMAIN EXISTING PAINTED C.M.U. WALL IN -FILL TO REMAIN EXTERIOR ELEVATION 1 5, SCALE: 1/4" = 1' -0" vtoit. Itit coacolity 10 itt,90 INN 2, 1 10 WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET KEY PLAN MulvannyG2.com I MITCHELL C. SMITH, ARCHITECT ITCHELL C. SMITH STAT E OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: JLL BUILDING ELEVATION A3.01 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. 0 DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.09.08 PERMIT ISSUE 12.10.08 BID ISSUE CONSTRUCTION ISSUE DEC 10 2008 SCALE: 1/4" = 1' -0" 14' -0" ELEVATION @ SIGNAGE HELVETICA - STYLE LETTERS PAINTED "SAFTEY RED" t CANOPY ROOF PLAN SCALE: 1/4" = 1' -0" 14" STEEL PIPE, PAINT SEALANT AT TOP OF ALL LEDGERS CONNECTED TO CONCRETE WALL CANOPY FASCIA PANEL WITH TEXTURED FINISH SECTION AT CANOPY SCALE: 1" = CANOPY FRAMING PER STRUCTURAL I I I I l I I I I l I 1 1 I I I I I I I I I I IIIIIIII EXISTING CONCRETE TILT -UP WALL TO REMAIN EXISTING DOORS TO REMAIN STEEL PLATE (PER STRUCTURAL) STEEL PIPE, PAINT NEW TIRE SALES CANOPY MTL. FASCIA W /TEXTURED FINISH COLOR TO MATCH MAIN CANOPY NEW TIRE SALES SIGNAGE EXISTING WALL PACK TO REMAIN EXISTING CONCRETE TILT -UP WALL TO REMAIN EXISTING PAINTED C.M.U. WALL IN -FILL TO REMAIN EXTERIOR ELEVATION 1 5, SCALE: 1/4" = 1' -0" vtoit. Itit coacolity 10 itt,90 INN 2, 1 10 WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET KEY PLAN MulvannyG2.com I MITCHELL C. SMITH, ARCHITECT ITCHELL C. SMITH STAT E OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: JLL BUILDING ELEVATION A3.01 NOTE: REVIEW MFG. REQUIREMENTS PRIOR TO INSTALLATION OF SUPPORTS, REEL, DUST COVER, ETC. AT CEILING METAL 'L' EDGE, TOP AND BOTTOM - TYPICAL BRACE HEADWALL TO RUNNERS AT 4' -0" O.C. 24" X 48" ACOUSTIC BOARD - 10' -2" A.F.F. UNISTRUT HEADER - BOLT TO JOIST UNISTRUT SUSPENSION STRUTS - (4) REQUIRED 1/4 "x18 "x18" STEEL PLATE - PAINTED WING NUT HOSE REEL (S.O.I.C.) REMOVABLE FACE PANEL STAINLESS STEEL GROMMET HOSE REEL MOUNTING SCALE: 3/4" = 1' -0" PER REFRIGERATION TOP OF COOLER OR FREEZER 410'-2" A.F.F. U.N.O. METAL EDGE "L" SCALE: 1-1/2" = 1' -0" 3/16" PLEXIGLASS SIGN ( S.O.I.C.) WITHOUT PLYWOOD BACKING- SCREW TO VERT. TEES --- MINIMUM 9 GA. WIRE ATTACHED TO VERTICAL SUPPORTS OF HEADWALL AND SUSPEND FROM STRUCTURE ABOVE SUSP. TEE GRID W/ 24 "x48" LAY -IN WASHABLE BOARD ROOF JOIST SUSPENDED TEE GRID CEILING COOLER OR FREEZER ( S.O.I.C,) 111111111M1111111111111111111110111111111 winminnonnnannnnnannminnnnnannnnnnnnonmin 0 N VERIFY WITH MFG. 11 CEILING AT COOLER WALL BRACKETS HEAD WALL (SHOWN AT SIGN) 1 SCALE: 1-1/2" = 1' -0" G.C. NOTE: PROVIDE CUTTING, DIGGING, BACK FILLING, COMPACTING AND FINISH FLOOR AS REQUIRED - COORDINATE TRENCHING WITH ALL TRADES REFRIGERATION NOTE: INSTALL PVC PIPES AND FITTINGS TOGETHER WITH REFRIGERATION LINES - COORDINATE WITH G.C. TO INSTALL PRIOR TO POURING FLOOR SLAB o, 6" DIA. PVC PIPE, TYPICAL BY REFRIGERATION CONTRACTOR 6" DIA. STUB, TYPICAL POo�o•• SLOPE 1/8" PER FT. MIN. �•o . IN DIRECTION OF FLOW 000 00 800 00 o,C1�o,0Cl�.•'o�o._, . ....r.....� 0� 0 0 _A 0 � 0 $ 0,o ooa 0 00 o 0 °0 0o .0.. 00 00 000 ;1'oO08o' oOa''6'o J 0 o ° ':•o D�O�P do O o 0o Oo Oo Oo Oo Oo Oo Oo 0 B O O Oo Oo 1 =1 1= 111 =111 =111 = 1= I —I 1 =1 —I II — i :7=111 - 111 - II_I III— = 1 =III 1 =III- 1111 SCALE: 1 -1/2" = 1' -0" FOAM OPENING AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIGERATION CONTRACTOR REFRIGERATION LINES BY REFRIGERATION CONTRACTOR L'-'44# vc. of7' :III = III = III = III = III — III = III =11 = III — III — III — III —I � I— III —I I I I I 1 =111 =111 =1 I- 111- 111 =111 = I'- - 111- 111- 111- 111- 11 1=111 =111 =1 :111 =111 =111 =111 -111 -111 III =111= III . III III III -III,; UNISTRUT SUSPENSION UNISTRUT BRACE (ONE STRUTS - (4) REQUIRED EACH WAY) BOLT TO JOIST 1/4" PLYWOOD DUST COVER - PAINTED AIR SUPPLY, SEE PLUMBING DRAWINGS SUSPENDED TEE GRID CEILING 09510006 -0708 NOTE: SCREW ALL HEADWALL COMPONENTS TOGETHER 09510013 -0905 ro TRENCH AT REFRIGERATION LINES 0708 f ocP 0 o,CP 0 00` 0o Oo Oo Oo oHO Oo 0O,r �o ao aoo 0 ooc 0805 1/4 "x18 "x18" STEEL PLATE - PAINTED 11 HEAD WALL 03)MOUNTING PLATE PLAN 2' -3" ROT SSERIE 111 DUST COVER HOSE REEL BELOW ( S.O.I.C.) CONFIRM BOLT PATTERN WITH REEL MANUFACTURER UNISTRUT BRACE (ONE EACH WAY) BOLT TO JOIST CROSS TEES AT 2' -0" O.C., TYP. MAIN RUNNERS AT 4' -0" O.C. , TYP. NOTE: FOR TEE GRID CEILING DETAILS SEE 1/A6.01 CEILING TRANSITION RECONFIGURED DELI AREA ROTISSERIE PREP VENT HOOD, TYPICAL i (10) PANELS AT4' -0" = 40' -0" 7 ROTISSERIE /DELI REFLECTED CEILING PLAN 1 r SCALE: 1" = 10' -0" G.C. NOTE: PANEL AB .C. NOTE: T JOINT BETWEEN HOODS, S.S. LOSURE STRIP - MATCH HOODS TEEL FILLER FASCIA VE HOOD TO CEILING DISH PREP DELI COOLER 2' -3" 10 1 'Co \ \ 1- 0 Co SCALE: 1" = 10' -0" 9 " 5 -3" ROTISSERIE 1 111 1 4' -0" :a 17' -1" 20' -7" NOTE: SEE EQUIPMENT PLAN 19/A5.01.1 FOR LOCATION OF EQUIPMENT 12' -9" ROTISSERIE /DELI FLOOR PLAN RECONFIGURED DELI AREA 48' -6" ROTISSERIE PREP 8' -6" 8' -11" ti Co N 23' -1" DISH PREP DELI COOLER 18' -1" CO CO • 10 � WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT SET KEY PLAN MITCHELL C. SMITH, ARCHITECT AITCHELL C. SMITH STATE OF WASHINGTON DATE 10.20.08 12.08.08 PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE RECEIVE! nf' 9 n `➢flflf! tj L=& P '— 6000 PERMIT CENTEI © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PUBLIC HEALTH DEPT. ISSUE 93- 0440 -20 PM: TRAVIS MORTON DRAWN: JLL FRESH LINE PLANS AND DETAILS A5.01 ROTISSERIE / DELI EQUIPMENT LIST N O QTY DESCRIPTION MANUFACTURER MODEL NO. SNSTALL/ REMARKS r 3 DETERGENT PACKAGES KAY CHEMICAL 2SL243015- 2D24 -PC S.O.I.V. WALL FLASHING ® 4 PAPER TOWEL DISPENSERS ELOMA GENIUS 6 -11 S.I.O. G.C. TO PROVIDE BACKING 8/A6.01 13 v, .k \ HAND WASH SINKS UNIVERSAL STAINLESS WMHS -1412- ES -PC S.O.I.C. n % 2 K NIFES N1 TEIE€R B RO K B 180 S.O.I.C, FUTURE A ST GI IILL.ER SERVOI._IF T HCR 'Ia11 0 5. .I. (1) rI III RE 0 ' sBLAST'CHII'LER' IRINOX 141.50L S.O.I.C. (1) FUTURE /1 1 TENDERIZER BIRO PRO -9 HD S.I.O. WALL FLASHING O i l 69 2 SCALES 1 PRINTERS METTLER TOLEDO 8450 S.O.I.V. ROTISSERIE / DELI EQUIPMENT LIST N O QTY DESCRIPTION MANUFACTURER MODEL NO. WSTALL/ REMARKS r 1 2 COMPARTMENT SINK' UNIVERSAL STAINLESS 2SL243015- 2D24 -PC S.O.I.C. WALL FLASHING Pret a 2 ( COMBLOVEN ELOMA GENIUS 6 -11 S.O.I.C. STACK UNITS ■ WORK TABLE UNIVERSAL STAINLESS 4MCT- 36 -U -PC S.I.O. 4 % 2 RQTISSERIEOVENS (DOUBLE) HARDT INFERNO 3002 S.O.I.C, (1) FUTURE ® 1 TABLE UNIVERSAL STAINLESS 6MCT -30U S.I.O. G.C. TO ADHERE TO WALL ® 1 PREP TABLE / SINK UNIVERSAL STAINLESS IN1815 -15PC S.I.O. WALL FLASHING 1-1 1 PREP TABLE / SINK UNIVERSAL STAINLESS IN151830.5PC S.1.0. WALL FLASHING • ROTISSERIE / DELI EQUIPMENT LIST N O QTY DESCRIPTION MANUFACTURER MODEL NO. SNSTALL/ REMARKS 0 VENT HOODS CAPTIVE AIRE 7824ND -PSP -B S.O.I.C. H 2 WORK TABLES UNIVERSAL 8MCT -30 -PC S.I.O. lit WORK TABLE UNIVERSAL STAINLESS 4MCT- 36 -U -PC S.I.O. till> 2 ENCLOSED BASE PRINTER TABLES UNIVERSAL STAINLESS 2CBT 24BDC PC S.I.O. H 4 WALL FLASHING UNIVERSAL STAINLESS S.I.C. G.C. TO ADHERE TO WALL H 1 SKEWER CLEANING SINK METCRAFT INC. PS5874 S.O.I.C. (POWER SOAK) / 11,14 1 N 166" POWER SOAK SINK METCRAFT INC. PS5132 S.O.I.C. WALL FLASHING H • HEAD WALL OUTLINE OF DISPLAY CASE (FOREGROUND) DELI /DISH PREP SIDE WALL SCALE: 1/4" = 1' -0" DISH PREP SIDE WALL SCALE: 1/4" = 1' -0" WALL BEYOND SEE 7/A5.01.3 COOLER WALL COOLER WALL (FOREGROUND) SCALE: 1/4" = 1' -0" CURB BASE (70) COOLER WALL (S.O.I.C.) COOLER SIDE WALL BASE (55A FUTURE 2 WALL BEYOND7 30 SOAP DISPENSER (S.I.O.) 51 BASE (85) 166" TO ROTISSERIE MIXINGVALVa:' CURB (70) FOREGROUND BASE CURB DISH PREF' BACK WALL SCALE: 1/4" = 1' -0" COOLER ( S.O.I.C.) 3 5/8" METAL STUDS 16" O.C. MAXIMUM F.R.P.P. - FULL HEIGHT 5/8" MARINE GRADE PLYWOOD 5/8" GYPSUM FIBER PANELS - SEE SPECS 4 n -0 FINISH FLOOR - 0' -0" 11 A5.01 HEAD WALL ABOVE F.R.P.P. ON STUD WALL — TYPICAL 1 3 SCALE: 1" = 1' -0" (EXCEPT AT ROTISSERIE) 0805 NO CHANGES SHALL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 0 0 0 A6.01 BOLLARD 0 4 I3 SUBJECT T O OR D I N A NCE NOV 2 5 2008 eedv ..j <INp co 1 �7I I r rlealth DIANE E fiG 5IT b�1 3g 117o YfL 0 �SZe(fS 8" r L1 n Y - r - r 3' -7" CONC. 4' -0" 1_ -F POLYMER FLOORING 9 " M.I.P. 5-8" ROTISSERIE 1 111 POLYMER FLOORING CONC. 4' -0" WAREWASHING /DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL' COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. HOT WATER GENERATION AND I' DISTRIBUTION SYSTEMS SHALL BE I SUFFICIENT TO MEET THE PEAK HOT -r WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. FOOD, FOOD PREPARATION AND FOOD SERVICE EQUIPMENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO I NTERCEPT P DRIPS Food e qu i pment tonal is certified on oy an Amer Nati Sta omp ondaard n cl y accredited cerequiphat ment & uten mater }the food c ode eq p , con an d deslgnrequirerii for ents sanitati 9 A6,01.1 CURB RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER ATA TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDE A FLOW OF WATER FOR AT LEAST 15 SECONDS. DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO CLEANED ACCOMMODATE ALL. SOILED AND - = ITEMS SHALL BE PROVIDED FOR . NECESSARY UTENSIL HOLDING ...BEFORE CLEANING AND AFTER SANITIZING. A PRE -'GP THE t.0 10' -8 " 1 r �76B) ABOVE NI 0 0 0 0 LL w U u� J U Z a 0' -2" CLG. HT. 10' -0" CLG. HT. O > 23 30 • 3' -7" 7' -9" (77B) K 76B) ABOVE ` •11' -9" BASES, SIM 12' -9" M.I.P. 2' -7" CO 69 ( !tiA > 1 I 72B KL2B) LOCKERS OR OTHER SUITABLE ,FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO OR FOOD AT 41 DEGREES FAHRENHEIT BELOW III (DOWN FROM 45 DEGREES) 78 1'-6" 48' -1" 0. TO 0. M.I.P. 13' -0" RECONFIGURED DELI AREA P L_ MIXING VALVE WALLS AT ROTISSERIE 23 CV C`M SKEWER RACK 78 ROTISSERIE -�� PREP 16 A6.01.1 BAS ,SIM 16 A6.01.1 STUD WALL 8' -11" M.I.P. 44' -6" 0. TO 0. M.I.P. O ROTISSERIE AND DELI EQUIPMENT PLAN 1 "•9 SCALE: 1/4" = 1' -0" 30 4' -9" 78 DISH 166" PREP DELI COOLER PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL STATUES, REGULATIONS AND ORDINANCES) 12' -11" eta ittl COD API JAN 21VIII G.C. NOTE: CONFIRM DIMENSION OF METAL INSULATED PANELS WITH REFRIGERATION CONTRACTOR G.C. NOTE: PROVIDE BACKING FOR SOAP AND PAPER TOWEL DISPENSERS AT EACH HAND SINK, TYPICAL - SEE 8/A6.01 18' -1" M.I.P. 11a MIXING VALVE to x x x A6.01.1 STUD WALL FUTURE 16 55A FUTUR • POLYMER FLOORING 5 10" 10" / / tOB5IS x x x • 1 CONC. N d co 2 0 ti RECEIVED DEC 10 2008 PERMIT CENTER WHOLESALE TUKWILA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT SET KEY PLAN MITCHELL C. SMITH, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PUBLIC HEALTH DEPT. ISSUE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE 93- 0440 -20 PM: TRAVIS MORTON DRAWN: JLL ROTISSERIE AND DELI PLAN AND ELEVATIONS A5.01.1 23 MINIMUM 13 A5.011 STUD WALL BASE C78) ROTISSERIE PREP FRONT WALL SCALE: 1/4" = 1-0" METAL INSULATED PANEL ( S.O.I.C.) METAL INSULATED PANEL - CURB TWO SIDES SCALE: 3" = 1' -0" BASE MIXING VALVE T. 74 G.C. NOTE: PROVIDE BACKING FOR PLATE AND RACK - SEE 8/A6.01 48" SQ. TREAD PLATE (S.I.O.), TYP. -. SKEWER. RACK ( S.O.I.C.) (30) SOAP DISPENSER (S.I.O.) METAL INSULATED PANEL / STUD WALL - BASE TWO SIDES SCALE: 3" = 1' -0" STAINLESS STEEL PANELS SEE MECH. FOR MOUNTING HT. / TO ROTISSERIE CONCRETE CURB NOTE: ALIGN JOINTS IN CURB WITH FLOOR JOINTS. CURBS TO HAVE STEEL TROWEL FINISH. SEAL CURBS. CURB SIMILAR, NO POLYMER, ADD REBAR F. F. = 0' -0" 03330005 -1205 METAL INSULATED PANEL ( S.O.I.C.) F.F. = 0' -0" 0805 A5012 TO ROTISSERIE PREP A5.01.2 ANSUL A5.01.2 TO MAIN SALES A5.01.2 (76B) ROTISSERIE BACK WALL SCALE: 1/4" = 1' -0" CONTINUOUS SEALANT, BY G.C. 3/4" CHAMFER POLYMER BASE INTEGRAL WITH FLOORING - EXTEND OVER TOP OF CURB CONTINUOUS #4 #4 AT 36" O.C. MAXIMUM AND WITHIN 12" OF CORNER 3/8" RADIUS, MINIMUM TYPICAL —� SCALE: 3" = 1' -0" (71A) RETURN FURRED WALL Q • P SCALE: 3" = TO COOLER WALL 14 A5.01.2 TYPICAL CONCRETE CURB E ; I:: SCALE: 3" = 1' -0" METAL INSULATED PANEL ( S.O.I.C.) BASE G.C. NOTE: PROVIDE STAINLESS STEEL CLOSURE STRIP - MATCH HOOD, TYPICAL Ow- J A5.01 STAINLESS (76B) CEILING STEEL PANELS TRANSITION METAL INSULATED PANEL - CURB TWO SIDES STUD WALL - BASE ONE SIDE FINISH FLOOR = 0' -0" FINISH FLOOR = 0' -0" A F.F. = 0' -0" CURB A 03330007 -1205 0805 BASE STAINLESS STEEL PANELS OUTLINE OF ROTISSERIE OVEN IN FOREGROUND ROTISSERIE SIDE WALL SCALE: 1/4" = 1' - CURB SIMILAR, ADD REBAR CONCRETE CURB AT DISPLAY CASE SCALE: 3" = BACK OF DISPLAY CASE CURB SCALE: 3" = 1' -0" 16 A5.01.2 CURB SIMILAR, ADD REBAR v . BACK OF DISPLAY CASE BASE, SIM. 3 1/2" ° v CONCRETE CURB BACK OF DISPLAY CASE BEYOND BACK OF DISPLAY CASE (30) SOAP DISPENSER (S.I.O.) 10" VERIFY OPPOSITE WALL SIM. OPP. HAND ° G.C. NOTE: PROVIDE STAINLESS STEEL CLOSURE STRIP - MATCH HOOD, TYPICAL CEILING TRANSITION AT ROTISSERIE DISPLAY CASE CONCRETE CURB AT ROTISSERIE DISPLAY CASE SCALE: 3" = 1' - OUTLINE OF DISPLAY CASE CURB FINISH FLOOR = 0' -0" FINISH FLOOR = 0' -0" nom_ .innc�n STAINLESS STEEL ON GWB SUSPENDED TEE GRID CEILING STAINLESS STEEL ON GWB G.C. NOTE: PROVIDE STAINLESS STEEL CLOSURE STRIP - MATCH HOOD, POP -RIVET TO TOP OF HOOD FINISH FLOOR = 0' -0" Aglh STAINLESS STEEL PANELS ON WALL BEYOND 0805 A5.0> HEAD WALL 0 BASE CLOSURE PANELS, BY REFRIGERATION CONTRACTOR, TYP. SCALE: 1/4" = STUD BEHIND TRIM 5/8" GYPSUM FIBER PANEL W/ TAPED FINISHED JOINTS CONTINUOUS SEALANT SCALE: 6" = 1' -0" CONTINUOUS SEALANT MIN. COOLER WALL OR CEILING WHERE OCCURS SUSPENDED TEE GRID CEILING ROTISSERIE FRONT WALL SEALANT- SUPPORT ROD ............................... .............................. CEILING TRANSITION AT ROTISSERIE 03330007 -1205 K 4 ' SCALE: 1" = 1' -O" CEILING TRANSITION AT ROTISSERIE FASTENERS AT 12" O.C. MAX., TYP. STAINLESS STEEL WALL PANEL NOTE: TYPICAL AT ALL PANEL JOINTS - INSTALL FULL BED OF SEALANT IN TRIM PIECE, AND THEN PUSH PANEL INTO PLACE FOR FULL EMBEDMENT FIRE RESISTIVE DUCT WRAP U.L. YYET, R14229 - SEE SPECIFICATIONS - EDGE TRIM PANEL JOINT D INSIDE CORNER OUTSIDE CORNER 0805 BACKS OF DISPLAY CASES, VIEWED FROM ROTISSERIE NOTE: SEE ROTISSERIE AND DELI EQUIPMENT LIST ON A5.01.1 FOR EQUIPMENT NUMBERS POLYMER FLOORING SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" CURB 3 SIM. CURB 2 HOOD DIMENSION VENT HOOD (S.O.I.C.) ELEVATION LEGEND SCALE: NOT TO SCALE 3" END STANDOFF BY HOOD. SUPPLIER -. ................ SEALANT. G.C. NOTE: AT JOINT BETWEEN HOODS PROVIDE STAINLESS STEEL CLOSURE STRIP - MATCH HOOD FINISH GYPSUM FIBER PANEL = FULL HEIGHT 3 5/8" METAL STUDS 16" O.C. MAXIMUM STAINLESS STEEL PANELS - FULL HEIGHT STAINLESS STEEL PANEL JOINTS 20 WALLS AT ROTISSERIE (758) URB TRANSITION AT ROTISSERIE DISPLAY CASES SCALE: 1" = 1' -0" eirrOltvvia) rMM CODE COMP w3 : %XL APPR_ E JAN 21 2009 CitY Of Tukwila • gyp -�� BRACE TO STRUCTURE 10' -0" A.F.F. COOLER ( S.O.I.C.) 3" MINIMUM CLEAR 0805 FINISH FLOOR - 0' -0" 09250042 -1207 '=WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT SET KEY PLAN MITCHELL C. SMITH, ARCHITECT ITCHELL C, SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: ROTISSERIE ELEVATIONS AND DETAILS A5.01.2 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.08.08 PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE RE'CE1VED DEC 102600 PERMIT CENTER 13 A5.011 STUD WALL BASE C78) ROTISSERIE PREP FRONT WALL SCALE: 1/4" = 1-0" METAL INSULATED PANEL ( S.O.I.C.) METAL INSULATED PANEL - CURB TWO SIDES SCALE: 3" = 1' -0" BASE MIXING VALVE T. 74 G.C. NOTE: PROVIDE BACKING FOR PLATE AND RACK - SEE 8/A6.01 48" SQ. TREAD PLATE (S.I.O.), TYP. -. SKEWER. RACK ( S.O.I.C.) (30) SOAP DISPENSER (S.I.O.) METAL INSULATED PANEL / STUD WALL - BASE TWO SIDES SCALE: 3" = 1' -0" STAINLESS STEEL PANELS SEE MECH. FOR MOUNTING HT. / TO ROTISSERIE CONCRETE CURB NOTE: ALIGN JOINTS IN CURB WITH FLOOR JOINTS. CURBS TO HAVE STEEL TROWEL FINISH. SEAL CURBS. CURB SIMILAR, NO POLYMER, ADD REBAR F. F. = 0' -0" 03330005 -1205 METAL INSULATED PANEL ( S.O.I.C.) F.F. = 0' -0" 0805 A5012 TO ROTISSERIE PREP A5.01.2 ANSUL A5.01.2 TO MAIN SALES A5.01.2 (76B) ROTISSERIE BACK WALL SCALE: 1/4" = 1' -0" CONTINUOUS SEALANT, BY G.C. 3/4" CHAMFER POLYMER BASE INTEGRAL WITH FLOORING - EXTEND OVER TOP OF CURB CONTINUOUS #4 #4 AT 36" O.C. MAXIMUM AND WITHIN 12" OF CORNER 3/8" RADIUS, MINIMUM TYPICAL —� SCALE: 3" = 1' -0" (71A) RETURN FURRED WALL Q • P SCALE: 3" = TO COOLER WALL 14 A5.01.2 TYPICAL CONCRETE CURB E ; I:: SCALE: 3" = 1' -0" METAL INSULATED PANEL ( S.O.I.C.) BASE G.C. NOTE: PROVIDE STAINLESS STEEL CLOSURE STRIP - MATCH HOOD, TYPICAL Ow- J A5.01 STAINLESS (76B) CEILING STEEL PANELS TRANSITION METAL INSULATED PANEL - CURB TWO SIDES STUD WALL - BASE ONE SIDE FINISH FLOOR = 0' -0" FINISH FLOOR = 0' -0" A F.F. = 0' -0" CURB A 03330007 -1205 0805 BASE STAINLESS STEEL PANELS OUTLINE OF ROTISSERIE OVEN IN FOREGROUND ROTISSERIE SIDE WALL SCALE: 1/4" = 1' - CURB SIMILAR, ADD REBAR CONCRETE CURB AT DISPLAY CASE SCALE: 3" = BACK OF DISPLAY CASE CURB SCALE: 3" = 1' -0" 16 A5.01.2 CURB SIMILAR, ADD REBAR v . BACK OF DISPLAY CASE BASE, SIM. 3 1/2" ° v CONCRETE CURB BACK OF DISPLAY CASE BEYOND BACK OF DISPLAY CASE (30) SOAP DISPENSER (S.I.O.) 10" VERIFY OPPOSITE WALL SIM. OPP. HAND ° G.C. NOTE: PROVIDE STAINLESS STEEL CLOSURE STRIP - MATCH HOOD, TYPICAL CEILING TRANSITION AT ROTISSERIE DISPLAY CASE CONCRETE CURB AT ROTISSERIE DISPLAY CASE SCALE: 3" = 1' - OUTLINE OF DISPLAY CASE CURB FINISH FLOOR = 0' -0" FINISH FLOOR = 0' -0" nom_ .innc�n STAINLESS STEEL ON GWB SUSPENDED TEE GRID CEILING STAINLESS STEEL ON GWB G.C. NOTE: PROVIDE STAINLESS STEEL CLOSURE STRIP - MATCH HOOD, POP -RIVET TO TOP OF HOOD FINISH FLOOR = 0' -0" Aglh STAINLESS STEEL PANELS ON WALL BEYOND 0805 A5.0> HEAD WALL 0 BASE CLOSURE PANELS, BY REFRIGERATION CONTRACTOR, TYP. SCALE: 1/4" = STUD BEHIND TRIM 5/8" GYPSUM FIBER PANEL W/ TAPED FINISHED JOINTS CONTINUOUS SEALANT SCALE: 6" = 1' -0" CONTINUOUS SEALANT MIN. COOLER WALL OR CEILING WHERE OCCURS SUSPENDED TEE GRID CEILING ROTISSERIE FRONT WALL SEALANT- SUPPORT ROD ............................... .............................. CEILING TRANSITION AT ROTISSERIE 03330007 -1205 K 4 ' SCALE: 1" = 1' -O" CEILING TRANSITION AT ROTISSERIE FASTENERS AT 12" O.C. MAX., TYP. STAINLESS STEEL WALL PANEL NOTE: TYPICAL AT ALL PANEL JOINTS - INSTALL FULL BED OF SEALANT IN TRIM PIECE, AND THEN PUSH PANEL INTO PLACE FOR FULL EMBEDMENT FIRE RESISTIVE DUCT WRAP U.L. YYET, R14229 - SEE SPECIFICATIONS - EDGE TRIM PANEL JOINT D INSIDE CORNER OUTSIDE CORNER 0805 BACKS OF DISPLAY CASES, VIEWED FROM ROTISSERIE NOTE: SEE ROTISSERIE AND DELI EQUIPMENT LIST ON A5.01.1 FOR EQUIPMENT NUMBERS POLYMER FLOORING SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" CURB 3 SIM. CURB 2 HOOD DIMENSION VENT HOOD (S.O.I.C.) ELEVATION LEGEND SCALE: NOT TO SCALE 3" END STANDOFF BY HOOD. SUPPLIER -. ................ SEALANT. G.C. NOTE: AT JOINT BETWEEN HOODS PROVIDE STAINLESS STEEL CLOSURE STRIP - MATCH HOOD FINISH GYPSUM FIBER PANEL = FULL HEIGHT 3 5/8" METAL STUDS 16" O.C. MAXIMUM STAINLESS STEEL PANELS - FULL HEIGHT STAINLESS STEEL PANEL JOINTS 20 WALLS AT ROTISSERIE (758) URB TRANSITION AT ROTISSERIE DISPLAY CASES SCALE: 1" = 1' -0" eirrOltvvia) rMM CODE COMP w3 : %XL APPR_ E JAN 21 2009 CitY Of Tukwila • gyp -�� BRACE TO STRUCTURE 10' -0" A.F.F. COOLER ( S.O.I.C.) 3" MINIMUM CLEAR 0805 FINISH FLOOR - 0' -0" 09250042 -1207 '=WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT SET KEY PLAN MITCHELL C. SMITH, ARCHITECT ITCHELL C, SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: ROTISSERIE ELEVATIONS AND DETAILS A5.01.2 UNATTACHED WALL ®MAIN RUNNERS & CROSS TEES ©ATTACHED WALL PARALLEL TO MAIN RUNNER, 12 GA. WIRE - TYPICAL NOTE: FOR ADDITIONAL NOTES SEE STRUCTURAL DRAWINGS PARALLEL TO CROSS TEE 11 LAY -IN BOARD, SEE ROOM FINISH SCHEDULE WALL ANGLE MOLDING, 2" HORIZONTAL FLANGE - SECURE TO STUDS / BLOCKING SCALE: 3" = 1' -0" F.R.P.P. FULL HEIGHT 1/4" PRE - MOLDED JOINT FILLER CONCRETE FOOTING SCALE: 1/2" = 1' -0" 5/8" GYPSUM FIBER PANEL 3 -5/8" METAL STUDS F.R.P. EDGE MOLD CONTINUOUS SEALANT, BY G.C. POLYMER BASE INTEGRAL WITH FLOORING - 3/8" RADIUS, MINIMUM (SIMILAR TO 21 A6.01.1) 1 nnnnnnnnnnn nnnnnnn MINIMUM 12 GA. WIRE 4' -0" O.C. MAXIMUM SPREADER BAR MINIMUM (3) TURNS IN 1 -1/2" 45° M 4S NA VERTICAL STRUT COMPRESSION POST TO STRUCTURE ABOVE 12' -0" O.C. EACH WAY, START 6' -0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER - SEE STRUCTURAL BOLLARD AND SLEEVE PLASTIC SLEEVE, SECURE TO STEEL POST 6" STANDARD WEIGHT STEEL PIPE POST - GROUT SOLID MIN. (4) TURNS IN 1 -1/2" MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER - SLOPING WIRES MAIN RUNNER �AT 4' -0" O.C. MAX. HEAVY DUTY SYSTEM CROSS TEE POP RIVET NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS @SEISMIC BRACING SUSPENDED TEE GRID CEILING PLAN AT CORNER 0 0 • .")" X MIN. INTERIOR BOLLARD =111=111=111=111=111=111=1 111= 111 111 = =11 11 I- 111 - 111 -111 =111 =111=1 111 111 =111 =111- 11= 111 = 111 =111 =1 11- 111 1 -11 I= IIIi ,111 111 TYPICAL BASE APPLIED TO WALL 1 71 SCALE: 3" = 1' -0" PARALLEL TO CROSS TEE PARALLEL TO MAIN RUNNER -450 MAX. 0805 0608 FINISH FLOOR = 0' -0" CV z a a CART RAIL 2 SCALE: 1-1/2" = 1' -0" OAT CORNER a • 4 CORNER GUARD PROFILE j } SCALE: 6" = 1' -0" CART RAIL WHERE OCCURS 'L - SHAPED' 16 GA. SATIN FINISH STAINLESS STEEL NOTE: - EXTEND CORNER GUARDS TO FINISH FLOOR EXCEPT WHERE POLYMER BASE OCCURS - FULL HEIGHT OF OPENING, UNLESS NOTED OTHERWISE - ADHESIVE TO WALL - SEE A5 SERIES FOR LOCATIONS n CORNER GUARDS (C.G.) � SCALE: 3" = 1' -0" CONTINUOUS SEALANT, BY G.C. 5/8" GYPSUM FIBER PANEL WITH BEVELED TOP, TYPICAL POLYMER BASE INTEGRAL WITH FLOORING 3/8" RADIUS, MINIMUM d 4 1/4" LONG MTL. "HUGGERS" AT 10 DEGREES 2 ., 4, ®AT WING WALL 51 /2" 1/4" LONG MTL. "HUGGERS" AT 10 DEGREES O AT CORNER 4 2 x 8 CART RAIL + 2' -10" A.F.F. F.R.P.P. BETWEEN CART RAILS GWB ON 3 -5/8" (U.N.O.) METAL STUDS AT 16" O.C. 2x8 CART RAIL + 0' -6" A.F.F. 6" RUBBER BASE CONCRETE SLAB f F.F. = 0' -0" ®AT WING WALL TYPICAL APPLIED G.F.P. BASE SCALE: 3" = 1' -0" 06205002 -0806 0608 F.R.P.P. WHERE OCCURS DOUBLE STUD 'U - SHAPED' 16 GA. SATIN FINISH STAINLESS STEEL 1105 FINISH FLOOR = 0' -0" NOTE: 1. FLUSH RECEPTACLES W/ FLOOR (SEE ELECT. FOR LOCATION) 2. MATCH EXISTING FLOOR JOINTS 3. DOWEL HOLES AT CENTER OF EXISTING SLAB. 4. NEW CONC. SLAB: fy = 4000 psi MIN. ADD #4AT18 "O.C. TYP. @ C.L. (LAP 24" MIN.) U w w a 1 5" MIN. 4 • -J 6 .' ' d I. • a 7° ° o o °oo � ° 0 0 000 00 0° � I - `b°�o ° ��. O °oOO °8 o °- o°o 0(60 og��� ° • • ° I IP6 O °off• 80 °��° ° o °111 °O°1.1.°6°1 �°o° °O°° °O° III � 0 I �II II FLOOR PATCH DETAIL 1 3 SCALE: 1" = 1' -0" BACKING SCALE: 1-1/2" = 1' -0" CONTINUOUS SEALANT, BY G.C. 3/4" CHAMFER POLYMER BASE INTEGRAL WITH FLOORING - EXTEND OVER TOP OF CURB CONTINUOUS #4 #4 AT 36" O.C. MAXIMUM AND WITHIN 12" OF CORNER 3/8" RADIUS, MINIMUM TYPICAL O SCALE: 3" = 1' -0" d. 4 • a a .4 ..;* -- -° a A 1 r a o o METAL STUD CUT FLANGE & BEND AT EA. STUD 6 X 16 GA. CONT. RUNNER TRACK (3) #10 SHEET METAL SCREWS TYPICAL CONCRETE CURB SAW CUT EXISTING SLAB FOR TRENCH PLACEMENT EXIST. CONC. SLAB ON GRADE #4 BARS AT 18" O.C. @ C.L. (LAP 24" MIN.) STAGGER E.S. OF TRENCH. EPDXY w/ HILTI HY -150 ADHESIVE. EMBED 5" MIN. GRAVEL / COMPACTED SUBGRADE AS REQD. CONDENSATE DRAIN LINE PER MECH. NOTE: PROVIDE BACKING BEHIND TOILET ACCESSORIES, DIAPER DECK, GRAB BARS, HANDRAIL BRACKETS, URINAL SCREENS, BASE WHERE SHOWN, ETC. 0806 FINISH FLOOR = 0' -0" ROOM FINISH ABBREVIATION KEY AC -1 AC -2 AC -3 C CMU CONC CT CV DFRPP DPL FRPP GFP 24x48 SUSPENDED GRID WITH LAY -IN ACOUSTIC BOARD 24x48 SUSPENDED GRID WITH MOISTURE RESISTANT, WASHABLE LAY -IN ACOUSTIC BOARD 24x48 RATED SUSPENDED GRID AND LAY -IN ACOUSTIC BOARD CARPET TILE ( S.O.I.C.) CONCRETE MASONRY UNIT CONCRETE 8 "x8" CERAMIC TILE 6" COVED VINYL DECORATIVE FIBERGLASS REINFORCED PLASTIC PANEL DIAMOND STEEL PLATE FIBERGLASS REINFORCED PLASTIC PANEL GYPSUM FIBER PANEL GWB LF M MF MIP MPLY OTS P P -LAM PB PF -1 PF -2 PF -4 PF -5 PF -6 PF -7 GYPSUM WALL BOARD LAMINATE FLOORING (S.O.I.C.) MEDIUM TEXTURE MATTE FINISH METAL INSULATED PANELS (S.I.O.) MARINE GRADE PLYWOOD OPEN TO STRUCTURE PAINT PLASTIC LAMINATE WALL POLYMER BASE- COVED POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING SEE SPECIFICATIONS FOR FINISH AND COLOR PLY R RB -4 RB -6 SEAL SG SRF SST SV TB VCT WB WL PLYWOOD RATED 24x48 CEILING TILE RUBBER BASE - 4" HIGH RUBBER BASE - 6" HIGH SEALER SEMI -GLOSS ENAMEL SLIP - RESISTIVE FINISH - SEE SPECIFICATIONS STAINLESS STEEL SHEET VINYL TILE BACKERBOARD VINYL COMPOSITION TILE - STATIC DISSIPATING WOOD BASE WALL LAMINATE ROOM FINISH REMARKS 1. RB -6 ON GWB WALLS 2. GWB ON STUD WALLS - PAINTED, SG 3. PROVIDE BASE ON CASEWORK 4. STEEL DECK ABOVE CEILING 5. SST ON GFP - FULL HEIGHT ON STUD WALLS 6. GWB - PAINTED ON WAREHOUSE SIDE OF STUD WALLS 7. SOUND CURTAINS 8. CERAMIC TILE TO 7' -0" A.F.F., GWB ABOVE - PAINTED, SG 9. 1 -HR RATED PER OWNER REQUEST - NOT CODE REQUIRED 10. FLOOR TILE MUST BE NON- STATIC 11. SEE ELEVATION FOR WALL HEIGHT 12. FRPP ON GWB - FULL HEIGHT ON STUD WALLS, SEE 13. SST ON GFP - FULL HEIGHT BEHIND OVEN, SEE ELEVATION 14. CHAIN LINK FENCE 1 GATE (S.1.0.) 15. F.R.P.P. WAINSCOT TO 4' -0" A.F.F. ALL WALLS 16. F.R.P.P. FULL HEIGHT ON GFP TO 4' A.F.F. WITH MPLY ABOVE 17. CEILING HEIGHT NOTED IS MINIMUM, ADJUST TO MAINTAIN 1' -6" ABOVE TALL CASES TO SPRINKLER DEFLECTOR 18. 14 GA. SHEET METAL SECURITY BARRIER ON BOTH SIDES OF STUD; FULL HEIGHT 19. PAINT UNDERSIDE OF EQUIPMENT PLATFORM 20. SEE STRUCTRUAL DRAWINGS FOR SLAB SAW CUT JOINT LOCATIONS 21. SLAB FINISH TO MATCH MAIN FLOOR SLAB FINISH 22. 4' -0" HIGH D.F.R.P.P. WALL SURFACING WAINSCOT, ALL WALLS 23. WAINSCOT TRIM RUN HORIZONTALLY BY GENERAL CONTRACTOR - TRIM SIMILAR TO EDGE TRIM 24. FULL HEIGHT D.F.R.P.P. WALL SURFACING, TWO WALLS 25. FULL HEIGHT PLYWOOD ON BLOWER WALL 26. AT COMPACTOR DOOR, PROVIDE POLYMER ON WALL, 2' -0" EACH SIDE OF COMPACTOR DOOR, FLOOR TO TOP OF DOOR 27. RESILIENT RUBBER, RISERS AND STRINGERS AT STAIRS 28. POLYMER ON WALL TO 2' -0" EACH SIDE OF DOOR, AND TO TOP OF DOOR 29. F.R.P.P. ON GWB - FULL HEIGHT AT MOP SINK PAINTER NOTE: AT ROOF, PAINT ALL EXPOSED PIPES AND STRUCTURAL STEEL, SEE NOTE ON ROOF PLAN A2.01 AND SPECIFICATION WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com L ialm• PERMIT SET MITCHELL C. SMITH, ARCHITECT ITCHELL C. SMITH STATE OF WASHINGTON REGISTERED ARCHITECT 5084 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 10.20.08 12.08.08 DESCRIPTION PUBLIC HEALTH DEPT. ISSUE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE 93- 0440 -20 PM: TRAVIS MORTON DRAWN: ROOM FINISH SCHEDULE AND TYPICAL INTERIOR DETAILS A6.01 ROOM FINISH SCHEDULE nl LOC. O. ROOM NAME FLOOR BASE WALLS CEILING REMARKS SEE NOTES BELOW MATERIAL I FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HT. DELI 110 DELI PF -2 PB MIP MIP 10' -0" ROTISSERIE 111 ROTISSERIE PF -7 PB MIP, GFP SST GWB / AC -2 SST 10' -2" 5 112 ROTISSERIE PREP PF -7 PB MIP MIP 10' -0" 16 PF -7 PB MIP MIP 10' -0" 16 DELI 113 DISH PREP 114 COOLER PF -1 PB MIP MIP 10 -0 "_ UNATTACHED WALL ®MAIN RUNNERS & CROSS TEES ©ATTACHED WALL PARALLEL TO MAIN RUNNER, 12 GA. WIRE - TYPICAL NOTE: FOR ADDITIONAL NOTES SEE STRUCTURAL DRAWINGS PARALLEL TO CROSS TEE 11 LAY -IN BOARD, SEE ROOM FINISH SCHEDULE WALL ANGLE MOLDING, 2" HORIZONTAL FLANGE - SECURE TO STUDS / BLOCKING SCALE: 3" = 1' -0" F.R.P.P. FULL HEIGHT 1/4" PRE - MOLDED JOINT FILLER CONCRETE FOOTING SCALE: 1/2" = 1' -0" 5/8" GYPSUM FIBER PANEL 3 -5/8" METAL STUDS F.R.P. EDGE MOLD CONTINUOUS SEALANT, BY G.C. POLYMER BASE INTEGRAL WITH FLOORING - 3/8" RADIUS, MINIMUM (SIMILAR TO 21 A6.01.1) 1 nnnnnnnnnnn nnnnnnn MINIMUM 12 GA. WIRE 4' -0" O.C. MAXIMUM SPREADER BAR MINIMUM (3) TURNS IN 1 -1/2" 45° M 4S NA VERTICAL STRUT COMPRESSION POST TO STRUCTURE ABOVE 12' -0" O.C. EACH WAY, START 6' -0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER - SEE STRUCTURAL BOLLARD AND SLEEVE PLASTIC SLEEVE, SECURE TO STEEL POST 6" STANDARD WEIGHT STEEL PIPE POST - GROUT SOLID MIN. (4) TURNS IN 1 -1/2" MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER - SLOPING WIRES MAIN RUNNER �AT 4' -0" O.C. MAX. HEAVY DUTY SYSTEM CROSS TEE POP RIVET NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS @SEISMIC BRACING SUSPENDED TEE GRID CEILING PLAN AT CORNER 0 0 • .")" X MIN. INTERIOR BOLLARD =111=111=111=111=111=111=1 111= 111 111 = =11 11 I- 111 - 111 -111 =111 =111=1 111 111 =111 =111- 11= 111 = 111 =111 =1 11- 111 1 -11 I= IIIi ,111 111 TYPICAL BASE APPLIED TO WALL 1 71 SCALE: 3" = 1' -0" PARALLEL TO CROSS TEE PARALLEL TO MAIN RUNNER -450 MAX. 0805 0608 FINISH FLOOR = 0' -0" CV z a a CART RAIL 2 SCALE: 1-1/2" = 1' -0" OAT CORNER a • 4 CORNER GUARD PROFILE j } SCALE: 6" = 1' -0" CART RAIL WHERE OCCURS 'L - SHAPED' 16 GA. SATIN FINISH STAINLESS STEEL NOTE: - EXTEND CORNER GUARDS TO FINISH FLOOR EXCEPT WHERE POLYMER BASE OCCURS - FULL HEIGHT OF OPENING, UNLESS NOTED OTHERWISE - ADHESIVE TO WALL - SEE A5 SERIES FOR LOCATIONS n CORNER GUARDS (C.G.) � SCALE: 3" = 1' -0" CONTINUOUS SEALANT, BY G.C. 5/8" GYPSUM FIBER PANEL WITH BEVELED TOP, TYPICAL POLYMER BASE INTEGRAL WITH FLOORING 3/8" RADIUS, MINIMUM d 4 1/4" LONG MTL. "HUGGERS" AT 10 DEGREES 2 ., 4, ®AT WING WALL 51 /2" 1/4" LONG MTL. "HUGGERS" AT 10 DEGREES O AT CORNER 4 2 x 8 CART RAIL + 2' -10" A.F.F. F.R.P.P. BETWEEN CART RAILS GWB ON 3 -5/8" (U.N.O.) METAL STUDS AT 16" O.C. 2x8 CART RAIL + 0' -6" A.F.F. 6" RUBBER BASE CONCRETE SLAB f F.F. = 0' -0" ®AT WING WALL TYPICAL APPLIED G.F.P. BASE SCALE: 3" = 1' -0" 06205002 -0806 0608 F.R.P.P. WHERE OCCURS DOUBLE STUD 'U - SHAPED' 16 GA. SATIN FINISH STAINLESS STEEL 1105 FINISH FLOOR = 0' -0" NOTE: 1. FLUSH RECEPTACLES W/ FLOOR (SEE ELECT. FOR LOCATION) 2. MATCH EXISTING FLOOR JOINTS 3. DOWEL HOLES AT CENTER OF EXISTING SLAB. 4. NEW CONC. SLAB: fy = 4000 psi MIN. ADD #4AT18 "O.C. TYP. @ C.L. (LAP 24" MIN.) U w w a 1 5" MIN. 4 • -J 6 .' ' d I. • a 7° ° o o °oo � ° 0 0 000 00 0° � I - `b°�o ° ��. O °oOO °8 o °- o°o 0(60 og��� ° • • ° I IP6 O °off• 80 °��° ° o °111 °O°1.1.°6°1 �°o° °O°° °O° III � 0 I �II II FLOOR PATCH DETAIL 1 3 SCALE: 1" = 1' -0" BACKING SCALE: 1-1/2" = 1' -0" CONTINUOUS SEALANT, BY G.C. 3/4" CHAMFER POLYMER BASE INTEGRAL WITH FLOORING - EXTEND OVER TOP OF CURB CONTINUOUS #4 #4 AT 36" O.C. MAXIMUM AND WITHIN 12" OF CORNER 3/8" RADIUS, MINIMUM TYPICAL O SCALE: 3" = 1' -0" d. 4 • a a .4 ..;* -- -° a A 1 r a o o METAL STUD CUT FLANGE & BEND AT EA. STUD 6 X 16 GA. CONT. RUNNER TRACK (3) #10 SHEET METAL SCREWS TYPICAL CONCRETE CURB SAW CUT EXISTING SLAB FOR TRENCH PLACEMENT EXIST. CONC. SLAB ON GRADE #4 BARS AT 18" O.C. @ C.L. (LAP 24" MIN.) STAGGER E.S. OF TRENCH. EPDXY w/ HILTI HY -150 ADHESIVE. EMBED 5" MIN. GRAVEL / COMPACTED SUBGRADE AS REQD. CONDENSATE DRAIN LINE PER MECH. NOTE: PROVIDE BACKING BEHIND TOILET ACCESSORIES, DIAPER DECK, GRAB BARS, HANDRAIL BRACKETS, URINAL SCREENS, BASE WHERE SHOWN, ETC. 0806 FINISH FLOOR = 0' -0" ROOM FINISH ABBREVIATION KEY AC -1 AC -2 AC -3 C CMU CONC CT CV DFRPP DPL FRPP GFP 24x48 SUSPENDED GRID WITH LAY -IN ACOUSTIC BOARD 24x48 SUSPENDED GRID WITH MOISTURE RESISTANT, WASHABLE LAY -IN ACOUSTIC BOARD 24x48 RATED SUSPENDED GRID AND LAY -IN ACOUSTIC BOARD CARPET TILE ( S.O.I.C.) CONCRETE MASONRY UNIT CONCRETE 8 "x8" CERAMIC TILE 6" COVED VINYL DECORATIVE FIBERGLASS REINFORCED PLASTIC PANEL DIAMOND STEEL PLATE FIBERGLASS REINFORCED PLASTIC PANEL GYPSUM FIBER PANEL GWB LF M MF MIP MPLY OTS P P -LAM PB PF -1 PF -2 PF -4 PF -5 PF -6 PF -7 GYPSUM WALL BOARD LAMINATE FLOORING (S.O.I.C.) MEDIUM TEXTURE MATTE FINISH METAL INSULATED PANELS (S.I.O.) MARINE GRADE PLYWOOD OPEN TO STRUCTURE PAINT PLASTIC LAMINATE WALL POLYMER BASE- COVED POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING SEE SPECIFICATIONS FOR FINISH AND COLOR PLY R RB -4 RB -6 SEAL SG SRF SST SV TB VCT WB WL PLYWOOD RATED 24x48 CEILING TILE RUBBER BASE - 4" HIGH RUBBER BASE - 6" HIGH SEALER SEMI -GLOSS ENAMEL SLIP - RESISTIVE FINISH - SEE SPECIFICATIONS STAINLESS STEEL SHEET VINYL TILE BACKERBOARD VINYL COMPOSITION TILE - STATIC DISSIPATING WOOD BASE WALL LAMINATE ROOM FINISH REMARKS 1. RB -6 ON GWB WALLS 2. GWB ON STUD WALLS - PAINTED, SG 3. PROVIDE BASE ON CASEWORK 4. STEEL DECK ABOVE CEILING 5. SST ON GFP - FULL HEIGHT ON STUD WALLS 6. GWB - PAINTED ON WAREHOUSE SIDE OF STUD WALLS 7. SOUND CURTAINS 8. CERAMIC TILE TO 7' -0" A.F.F., GWB ABOVE - PAINTED, SG 9. 1 -HR RATED PER OWNER REQUEST - NOT CODE REQUIRED 10. FLOOR TILE MUST BE NON- STATIC 11. SEE ELEVATION FOR WALL HEIGHT 12. FRPP ON GWB - FULL HEIGHT ON STUD WALLS, SEE 13. SST ON GFP - FULL HEIGHT BEHIND OVEN, SEE ELEVATION 14. CHAIN LINK FENCE 1 GATE (S.1.0.) 15. F.R.P.P. WAINSCOT TO 4' -0" A.F.F. ALL WALLS 16. F.R.P.P. FULL HEIGHT ON GFP TO 4' A.F.F. WITH MPLY ABOVE 17. CEILING HEIGHT NOTED IS MINIMUM, ADJUST TO MAINTAIN 1' -6" ABOVE TALL CASES TO SPRINKLER DEFLECTOR 18. 14 GA. SHEET METAL SECURITY BARRIER ON BOTH SIDES OF STUD; FULL HEIGHT 19. PAINT UNDERSIDE OF EQUIPMENT PLATFORM 20. SEE STRUCTRUAL DRAWINGS FOR SLAB SAW CUT JOINT LOCATIONS 21. SLAB FINISH TO MATCH MAIN FLOOR SLAB FINISH 22. 4' -0" HIGH D.F.R.P.P. WALL SURFACING WAINSCOT, ALL WALLS 23. WAINSCOT TRIM RUN HORIZONTALLY BY GENERAL CONTRACTOR - TRIM SIMILAR TO EDGE TRIM 24. FULL HEIGHT D.F.R.P.P. WALL SURFACING, TWO WALLS 25. FULL HEIGHT PLYWOOD ON BLOWER WALL 26. AT COMPACTOR DOOR, PROVIDE POLYMER ON WALL, 2' -0" EACH SIDE OF COMPACTOR DOOR, FLOOR TO TOP OF DOOR 27. RESILIENT RUBBER, RISERS AND STRINGERS AT STAIRS 28. POLYMER ON WALL TO 2' -0" EACH SIDE OF DOOR, AND TO TOP OF DOOR 29. F.R.P.P. ON GWB - FULL HEIGHT AT MOP SINK PAINTER NOTE: AT ROOF, PAINT ALL EXPOSED PIPES AND STRUCTURAL STEEL, SEE NOTE ON ROOF PLAN A2.01 AND SPECIFICATION WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com L ialm• PERMIT SET MITCHELL C. SMITH, ARCHITECT ITCHELL C. SMITH STATE OF WASHINGTON REGISTERED ARCHITECT 5084 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 10.20.08 12.08.08 DESCRIPTION PUBLIC HEALTH DEPT. ISSUE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE 93- 0440 -20 PM: TRAVIS MORTON DRAWN: ROOM FINISH SCHEDULE AND TYPICAL INTERIOR DETAILS A6.01 CHICKEN ROTISSERIE PARTS SCHEDULE ITEM CALLOUT SCREWS MINIMUM PROPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS Fy(k.s.i.) I(in. S(in. A(in. Ty a, .51 SSMA ICB04943 CEILING SUPPORT JOISTS ** (10' -0" MAX. SPAN) 8" x 18" x 16GA. J/1 � 50 5.54 1.30 0.65 •=i U 800S162 - 54 (50ksi) HEADER (29 -5 MAX. SPAN) 12 x 4 x a H.S.S. 46 215 35.8 11.8 4.28 - -- RIM JOISTS, ETC. ** 8" x 14" x 16GA. NOM. '<-. / 50 4.44 0.96 0.56 .30 800T125 - 54 (50ksi) WALL TOP TRACK ** 31" x 1 " x 16GA. C 50 0.65 0.31 0.32 0.37 363T125 - 54 (50ksi) WALL BOT. TRACK ** 31" x 14" x 16GA. C 1 ( I 1 I 50 0.65 0.31 0.32 0.37 363T125 - 54 (50ksi) WALL STUDS 3/" x 11" x 20GA. C 1 "MIN. 33 0.49 0.26 0.25 0.59 362S162 - 33 16GA. x 2" BRACING STRAPS (IN CEILING) 2" WIDE x 16GA. FLAT STRAP 50 - - - -- - -- - -- - -- 2" x 2" x 160A. ANGLE 2 x 2 x 160A. 50 - -- - -- - -- - -- - -- 16GA. CORNER PLATE 16GA. x 12" X 12" 50 - -- - --- - -- - -- - -- 16GA. (IN CEILING) GA. x 2" STRAP 2" 16GA. x 2 FLAT STRAP 50 -- - - -- - 0 x 16GA STRAPS O WIDE x 16GA. FLAT STRAP 50 - -- - -- - -- - -- SEE WALL BRACING SCHEDULE SCREWS (LT. GA. TO H.S.S.) #12 -14 x 1" HWH #3 HILTI SECT. C (MTL. MTL.) PPH1� 1" HWH #2 OR HILTI SCREWS (PLYWOOD TO MTL.) #g -18 x 1 HWH #2 HILTI WALL & BOTTOM TRACK ANCHORS #DS37P10 (0.177 "0 X 11" LOW VELOCITY DRIVE PINS HILTI I.C.B.O. 2388 P1000 UNISTRUT 33 0.185 0.202 0.566 - -- UNISTRUT CORP. HEADER POST 3i x 3- x a H.S.S. 46 2.46 1.64 1.89 1.14 \ W ANCHORS SCREWS ROTISSERIE FRAMING PLAN, El REGi 8 #10 SIMPSON S /HTT14 tt r REMODEJ Fri C2* MI 400 COSTCO TUKWILA, WA. 14 #10 BE( SUBMIT FOR PERMIT SUBMIT FOR BID PERN J/1 \ a / r a / I, a / ANCHORS SCREWS SIMPSON S /LTT20 N 8 #10 SIMPSON S /HTT14 8 "0 ALL- THREADED EMBEDDED INTO HILTI HIT HY -150 ADHESIVE 14 #10 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION J/1 1 I/ �` X a a s I 1 1 1 1 1 / ,l 1 U SECT. D \ /I l I'- / / 1 '<-. / � - i N. 1 I 1/ \/ I / '' / .:-. � 'I 1 ( I 1 I - N SECT. D A \ 1 71-P i.. I 1 i" 7 r„ / ...., / - - - --- __ rr HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S /LTT20 03 ALL - THREADED EMBEDDED INTO HILTI HIT HY -150 ADHESIVE 8 #10 SIMPSON S /HTT14 8 "0 ALL- THREADED EMBEDDED INTO HILTI HIT HY -150 ADHESIVE 14 #10 aLda MARK STRAP (50 k.s.i.) HOLDOWN 1 80 -OZ -OI GUSSET TO T. & B. TRACK GUSSET TO DBL. STUDS II DRAWING REVISIONS 30 3" x 16GA. DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION ON 1 WALL BRACING SCHEDULE MARK STRAP (50 k.s.i.) HOLDOWN NUMBER OF SCREWS GUSSET TO T. & B. TRACK GUSSET TO DBL. STUDS GUSSET TO STRAP 30 3" x 16GA. S /LTT20 10 10 10 JOB NO: 87022020 ENGINEER: R. RAICHLE DRAWN: N.K. DATE: 10 -9 -08 SHEET NO: si cc ci cif SECT, E DBL. JOIST PER PLAN F.O.S. SINGLE 8 x 16GA. JOIST @ DUCT Q. TYP. SYMM. UNISTRUTS PER ELEV. H F.O.S. HANGER RODS TO CENTER ON HOOD SUPPORTS TYP. SUPPLY TO P.S.P. PLEMUN r1 I..1 F.O.S. EQ. E OPP. 16GA R PER SECT. J TYP. (5 PLACES) PLACE AS SHOWN ADJUST LENGTH FOR JOIST SPACING 1' -0" @ P.S.P. PLEMUN ONLY SEE ARCH. FRAMING PLAN 1 " = 1' -0" NOTES: 4 1. VERIFY LOCATION AND ALL DIMENSIONS w /ARCHITECT. 2. SCREWS ARE NOT TO BE SUBSTITUTED FOR THE WELDS SHOWN. 3. DETAILS F AND G APPLY ONLY TO U.B.C. SEISMIC ZONES 3 & 4. 4. NO DOORS OR OPNGS. ARE TO OCCUR IN THE 3 ROTISSERIE WALLS. 5. X- BRACES SHOWN THUS: >--" & NOTED AS 0 ARE PER ELEVATION G & WALL BRACING SCHEDULE. 6. F.O.S. = FACE OF STUD. 7. SEE PARTS SCHEDULE FOR REMAINDER OF PARTS. SUBFRAME PER M.B.S. ROOF JOIST 3" STAND OFF TYP. .1_@ WALLS NEW EXHAUST FAN 75# MAX. VFY. DUCT w/1 HOUR WRAP PER ARCH. 1" MIN. CLR. TO WALL TYP. (U.N.0.) PER ARCH. EQ. ELEV H „Br] F.O.S. -� PER HOOD MFR. I 3" CLR. PER HOOD MFR. PER HOOD MFR. 3" CLR. REFRIG. WALL PNL. TO STL. STUD WALL TYP. (3 SIDES) i mal SEE MECH. DWGS. FOR MECH. UNITS TYP. Q.. DUCT. HOOD 750# MAX. WALL BY REFRIG. CONTRACTOR S - C8x16GA. HEADER SINGLE 8 x 16GA. JOIST @ DUCT Q. 16GA. x 2" CEILING BRACING STRAPS w/2 #8 -18 x 1" PPH #2 SCREWS @ EA. JOIST AVOID DUCT SHAFT (PLACE STRAPS UNDER UNISTRUTS TYP.) STRAPS MAY BE ADJUSTED SLIGHTLY TO AVOID RODS (DO NOT CUT STRAPS) CONTRACTOR TO VFY. LOCATION OF HOOD SUPPORTS MANUFACTURER w /HOOD DBL. 8 x 16GA. JOIST SPACE AS SHOWN (10 PLACES) BOLT HEAD TO BEAM EXIST. WALL BY REFRIG. CONTRACTOR NOTE: PROVIDE DOUBLE STUDS UNDER ALL DOUBLE JOIST TYP. NOTE: SHOULD HOOD DIMENSIONS NOT MATCH DIMENSIONS SHOWN CONTACT MG2 & E.N.W. IMMEDIATELY EQ. UNISTRUT BY HOOD INSTALLER 2 #8 SCREWS @ EA. JOIST THRU RIM Sc OR WALL TOP TRACK RIM JOIST X -BRACE EITHER SIDE COOLER OR FREEZER BOX BY OTHERS HILTI DRIVE PINS @ 24 "o /c & 6" MAX. FROM EA. END EA. TRACK 2 SCREWS TRACK TO EA. STUD EA. SIDE #4 CORNER BARS EXIST. SLAB ON GRADE 0' -0" E TO POST PER ARCH. (26' -0" MAX. CLR) 10" H.S.S. COL. PER PLAN SHOP WELD ITl lil ll lil l � l il 6" MIN. THICKNESS AROUND DRAIN SECTION SECTION Q. DUCT. EQ. 12" HEADER BEAM (BEYOND) PER PLAN & SECT. C ELEVATION H NOTES; 1 = 1' -0" 1.) CONTRACTOR TO VERIFY THAT LOCATION OF DUCT CAN PENETRATE ROOF WITHOUT INTERFERENCE FROM ROOF FRAMING. 2.) CONTRACTOR TO VERIFY ALL HOOD & HOOD SUPPORT DIMENSIONS. STUD BLKG. © EL. 5' -0" BTWN. ALL STUDS (NOT REQUIRED IF WALL IS SHEATHED BOTH SIDES & FASTENERS SPACING IS 12" OR LESS) 11" g" G.W.B. PER ARCH. #8 SCREWS EA. SIDE TYP. TRENCH DRAIN PER ARCH. A i " = 1' -0" M.S.S. BM. PER PLAN DBL. 8" x 16GA. JSTS. PER PLAN WELD TOGETHER NO WELDS @ SINGLE JOIST #8 SCREWS @ 12 "o /c CEILING PER ARCH. JOIST SPACING PER PLAN STEEL STUDS @ 16 "o /c MAX. ALSO PLACE ONE STUD DIRECTLY BELOW EA. JOIST PLACE DOUBLE STUDS UNDER EA. DOUBLE JOIST PER PLAN 4" x 3 " x 0' -6" EXIST. ROOF DECK TOP rr w /2 "0 BOLT BY OTHERS -� EQ. EQ. PER HOOD MFR. PER HOOD MFR. i" BASER w /2 -2 "0 HILTI KWIK BOLT II (EMBED 4 ") #4 @18 "o /c Z= DRILL 5" & EPDXY w/ HILTI HY 150 EQ. SUPPLY TO P.S.P. PLEMUN 1 o' -Og" VFY,, w /ARCH. EXHAUST FAN 75# MAX. HOOD 750# MAX. 4 DOUBLE JOIST ON WALL TYP. SCREWS @ 12 "o /c RIM JOIST X - BRAC E EITHER SIDE 0' -0" 3" CLR. TO FACE OF STL. STUD WALL SECTION CURB & FLASHING BY OTHERS TYP> V2 MIN. EXIST. ROOF JOIST 3" MIN. DBL. JOIST ORIENT THUS: 0 --- HOOD SUPPORT ROD (MAX. LOAD = 380 #) MAX. TYP. EQ. SECTION F .. 12" DUCT SECT. E OPP. Q. SYMM. HOOD SUPPORT PER HOOD MFR. (CONTRACTOR TO VERIFY EXACT LOCATION OF HOOD SUPPORT CONNECTIONS) NOTE: DO NOT DRILL OR CUT JOISTS 3" CLR. TO FACE OF STEEL STUD WALL f PARTITION WALL BY REFR ►G. CONTR. SLAB ON GRADE STEEL STUD WALL PER SECT. A G.W.B. SHEATHING PER ARCH. CONN. PER SECT. A . _ IfI III f f i ifi 14 1 . IT =1 � 1 =1 � 1= UNISTRUT @ HANGER ROD BY HOOD INSTALLER " = 1' -O" 3 x 3 x • ANGLE WELD TO ANGLES BETWEEN JOISTS w/" FILLET WEL ALL - AROUND / R 0 N N tfg03 0 0' -0" pw DOUBLE JOIST TYP. BLKG. SIM. SECT. D SCREWS @ 6 "o /c PLYWOOD TO TOP TRACK TYP. EXIST. SLAB ON GRADE B i ,, = 1' -O„ 16GA. GUSSET T. SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE HOLD 16" EA. END Q. STUD --�� HOLDOWN PER SCHED. EA. END SEE DTL. g _ TYP. 10' -0g" VFY. w /ARCH. EXTEND TO ADJACENT WALL UNLESS BRACE LENGTH THIS CALLED OUT ON PLAN DIAG. STRAPS PER SCHEDULE (DO NOT SPLICE) "x" TOP TRACK SYMM. DRIVE PINS @ 24 "o /c CAA SHEARWALLS TYP. -- BRACED SHEAR WALL ELEV. =la 1. BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. ELEVATION GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE ASTM'S NOTED ARE TO BE LATEST EDITION HEADER PER PLAN DBL. STUD TYP. EA. END OF WALL (U.N.O.) SUS. CEILING PER ARCH. 111101111MITIIMMIEREIM G.W.B. /STAINLESS STL. PER ARCH. G 1. DESCRIPTION Building Name & Site Location - Costco Wholesale N.T.S. SECTION Q. OF STRAP TO INTERSECTION OF DBL. STUD & TOP TRACK TYP. T. & B. PER PLAN RIM JOIST OR TRACK 3 STUD WLLTYP. HOLDOWN PER SCHED. EA. END SEE DTL. g SECTION 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 I.B.C. 3. DESIGN LOADS a. Ceiling Live Load 10 psf b. Seismic Ss = 1.43, S1 = 0.44, TL = 6.0 IE = 1.0, Site Class "D" SDS = 0.95, SD1 = 0.49, Seismic Design Category "D" and Seismic Use Group I. LIGHT GAGE STEEL FRAMING AS NOTED ON PLANS. ALL LIGHT GAGE MUST HAVE CURRENT ICBO REPORT. 16 GAGE & HEAVIER SHALL CONFORM TO ASTM 446, GRADE D. 18 GAGE & LIGHTER SHALL CONFORM TO ASTM 446, GRADE A. LIGHT GAGE FRAMING PER SCHEDULE. PROVIDE BRIDGING PER MANUFACTURER'S STANDARDS. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: ANGLES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI ALL - THREAD ASTM F1554, GRADE 36 (Fy =36,000 PSI) ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. WELDING: VISUALLY INSPECT ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL REQUIRE REWELDING OF WELDS NOT MEETING SPECS. LIGHT GAGE VERIFY SIZE, GAGE AND SPACING. VERIFY CONNECTIONS PER STEEL FRAMING: THESE DRAWINGS. FOR FRAMING AND CONNECTIONS NOT MATCHING THESE DRAWINGS, REQUIRE CONTRACTOR TO REVISE AND MATCH THESE DRAWINGS. VERIFY SCREW SIZE AND SPACING TO AGREE WITH SECTIONS AND UL DESIGNATION #469 FOR FIRE RATED SHAFT AT SECTION "E" THIS SHEET. ONE HOUR SHAFT: WRAP DUCT w /3M DUCT WRAP PER ARCH. FOR 1 HOUR PROTECTION. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DBL. JOISTS 10' -01 gar VFY. w /ARCH. JL2 x 2 x 160A. EA. SIDE DBL. JOIST w/8 SCREWS EA. ANGLE (4 EA. WAY) C 1." = 1' -O" SIMPSON HOLDOWN, ANCHORS & SCREWS PER SCHEDULE DETAIL NOTE: 1 - 1' -0" SEE DETAIL ELEV. "G" FOR DIAGONAL WALL STRAPS. HEADER PER PLAN 7 SCREWS CONN. TO HEADER PER SECT. C 7 SCREWS J " = 1' -0" tr ES: SCREWS MUST BE PLACED AT LEAST APART AND MUST BE I" FROM EDGE OR OF ALL METAL PIECES. v DOUBLE STUDS TYP. HOLD DOWN 4 0' -0" 0 0 I F) SECTION EXIST. CONC. SLAB ON GRADE III� =1I III =1 1 =1 11= NOTES; * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS IS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. TYP COMPACTED SUBGRADE PER SOILS ENGINEER RECOMMENDATION VERIFY w/ ARCH. AROUND HOOD DUCT SHAFT SINGLE JOIST © . DUCT w/ L1;" x 1i x 14GA. x 0' -7" ANGLE EA. END w/4 SCREWS EA. LEG INTO BLKG & JOISTS. DOUBLE JOIST HEADER EA. SIDE OF HOOD DUCT w /JL 11." x 1 ,3" x 14GA. x 0' -7' ANGLE EA. END w/4 SCREWS EA. LEG INTO BLKG. & JOISTS. D 11 „ = 1' -0" T & REMOVE REQ'D. @ 18 "o /c TYP. @ Q. " MIN.) NC. SLAB 00 psi MIN. 0 c . •0 °0' 1�IIII���IIII�'II o p 0 0 0 ° o o III= 1I1 =1I1= 11I -III 11I- m i III NON- STRUCTURAL SLAB REPLACEMENT FOR PLUMBING INSTALLATION ID #4 @ 18 "o /c @ Q. (LAP 24" MIN.) STAGGER E.S. OF TRENCH. EPDXY w/ HILTI HY -150 ADHESIVE. EMBED 5" MIN. w/ SPECIAL INSPECTION. = f4C/161iti) r CODE COMMA APPaOV JAN 21 2[ NOTES: 1.) SCREWS MUST BE PLACED AT LEAST i" APART AND MUST BE i" FROM EDGE OR END OF ALL METAL PIECES. Io Ckl x to 0 o_. PER HOOD MFR. PER HOOD MFR. DUCT LENGTH PLAN Sc SECTIONS. 11 1M 1 J.PARADA Fri 2 R�MODE1 z s 400 COSTCO P TUKWILA, WA. D.G. DATE: DRAWING REVISIONS SHEET NO: R DRAWING SUBMITTALS SUBMIT FOR PERMIT 1 SUBMIT FOR CONSTRUCTION 'ON PE 31vc 87022019 ENGINEER: J.PARADA 10 -20 -08 I D.G. DATE: DRAWING REVISIONS SHEET NO: S2 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION 'ON 1 JOB NO: 87022019 ENGINEER: J.PARADA DRAWN: D.G. DATE: 12 -05 -2008 SHEET NO: S2 AS C-21 1, B -2 I 2"0 I.D. SCHEDULE 40 PIPE SECT. D-2 90' CANOPY FRAMING PLAN SECTION D -2 i " = 1' -0" O 8" CONC. WALL (FIELD VFY) Z„ 1 , -0 „ 4 i " CAP R EA. H.S.S. (SEAL WELD ALL AROUND) s[21'-8"] EXIST. AIR DUCT TO BE RELOCATED AFTER STRONG BACK INSTALATION. H.S.S. CO . 8 x 8 x EA. SIDE F OPNG. EXIST. CMU WALL, FIELD VFY. 1 0 " x2 "x1' -0 w/4 -4 " 0 BOLTS 9 EA WAY INST. w /SIMPSON SET -XP EPDXY ADHESIVE (EMBED 42" MIN.) SECTION NOTES: 1.) USE s "0 ALL - THREAD EMBEDDED 4t" MIN. HIT RE -500 ADHESIVE. PLACE ALL- HREAD 2.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR PRIOR WRITTEN AUTHORIZATION FROM E.N.W. 3. HOLD H.S.S. MAX. FROM WALL. 4. ANCHOR HOL " THRU ANGLE TO BE j" x 1 5. ANCHORS TO BE PLACED CO 90' TO WALL. 6. PROVIDE SPECIAL INSPECTION FOR ADHESIV E 7, NO VERTICAL PANEL JOINTS ARE TO OCCUR L NOTE: PRIOR TO H.S.S. FABRICATION CONTR. TO VERIFY THE N.S.S. & CONNS. WILL MISS ROOF FRAMING MEMBERS & CONNS. SIM. ABOVE DOOR EXIST. CONCRETE WALLS A -2 " = 1' -0» EXIST. CMU FOYER SECTION E -2 1” = 1 -0 INTO - "0 HOLES FILLED w /HILTI 90' TO FACE OF WALL. THE HILTI HIT RE -500 WITHOUT w" HORIZ. SLOT CTR'D ON THE 4" DIM. ANCHORS PER I.C.B.O. REPORT ER2322. WITHIN 24" OF NEW DOOR (ROUGH) OPENING. TYP. T. PER DTL. e2 04 PER SECT. E -2 L's 4 x 4 x 0 H.S.S. w/ SEE "NOT ELEV. E -2 . SIDE "0 ANCHORS #4" BELOW TYP. " x Q. S.S. WIDTH + 1" T. w /2 -" 0 ALL - THREAD EMBED 4i" MIN. INTO f "0 HOL FILLED w /HIT RE -500 ADHESIVE. INSTALL & PROVIDE SPECIAL INSPECTION PER I.C.B.O. ER2322 SECT E -2 M -0+1 OP- z 1'- 0 "4 "xl' -0" w /4 -i "0 BOLTS 9" EA WAY INST. w /SIMPSON SET -XP EPDXY ADHESIVE (EMBED 4t" MIN.) SECTION MAX. R.O. PER 9" MAX. R.O. PER SECT E -2 b—b DETAIL el DETAIL e2 NOTE: NO R.O. ® e2 SIM. ( PIPE PER PLAN. j `—PER SECT. el DETAIL e3 t3 ,, = 1 , -0 ,l H.S.S. EA. SIDE OF OPNG. SEE SECT. E -2 FOR SIZE TOP, BOT. & NEAR SIDE TYP. ALL ANGLES PIPE PER PLAN TYP. 1 4 i"0 A325N BOLT. HSS PER PLAN. NOTE; REMAINDER PER SECT. B -2 SECTION C -2 *" = 1'_0" GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Costco Wholesale 2. DESIGN CODE AND Applicable Code Code supplement 3. DESIGN LOADS a. Roof Live Load b. Seis c. Wind Load d. Dead loads e. Special Loads f. Load Combinations STANDARDS (Edition /Name) - 2006 International Building Code (IBC) & Date - ASCE 7 -05 OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A 992 (Fy= 50,000 PSI) OTHER SHAPES & PLATES ASTM A 36 Fy =36,000 PSI TUBE SHAPES ASTM A 500, GRADE B (Fy 46,000 PSI PIPE SHAPES ASTM A 53, TYPE E OR S, GRADE B Fy= 35,000 PSI) WELDHEAD STUDS ASTM A 108 Fy= 50,000 PSI ANCHOR BOLTS ASTM F 1554, GRADE 36 Fy= 36,000 PSI) HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/00). ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC LOAD. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. THE REMODELING AND /OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN PROFESSIONAL, THE OWNER WILL HOLD HARMLESS AND INDEMNIFY THE DESIGN PROFESSIONAL FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, AWARDS, AND COSTS OF DEFENSE ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. SPECIAL INSPECTIONS AND TESTS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTION INSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OF BUILDING OFFICIAL (WABQ), AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. CONC. EXPANSION & MASONRY ANCHORS & DRILLED -IN DOWELS: STEEL: REPORTS: COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. IN ACCORDANCE WITH TABLE 1704.3 OF IBC AND REFERENCED STANDARDS. PERIODIC INSPECTION: VERIFY HIGH - STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16 -INCH OR LESS. FLOOR AND ROOF DECK WELDS. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. PROVIDE REPORTS IN ACCORDANCE WITH SECTION 1704.1.2 OF IBC AND QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES. SEISMIC RESISTANCE: ALL WALLS AND ROOF ELEMENTS ARE PART OF THE SEISMIC- FORCE- RESISTING SYSTEM, AND SHALL BE INSPECTED AS DESCRIBED ABOVE. ABBREVIATIONS ARCH. = ARCHITECT BAL. = BALANCE BTWN. = BETWEEN B. OR BOT. = BOTTOM BLDG. = BUILDING B.O.C.A. = BUILDING OFFICIALS CODE ADMINISTRATORS BRG. = BEARING C.M.U. = CONCRETE MASONRY UNIT COL. = COLUMN CONC. = CONCRETE C.I.P. = CAST IN PLACE CLR. = CLEAR CONT. = CONTINUOUS C.J. = CONSTRUCTION JOINT C.S.J. = CLOSURE STRIP JOINT D.S. = DRAG STRUT DWGS. = DRAWING EA. = EACH E.E. = EACH END EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.J. = EXPANSION JOINT EQ. = EQUAL E.S. = EACH SIDE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.S. = FACE OF STUDS F.O.W. = FACE OF WALL FTG. = FOOTING GA. = GAGE GALV. = HOT DIP GALVANIZED G.W.B. = GYPSUM WALL BOARD H. OR HORIZ. = HORIZONTAL I.C.B.O. = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.F. = INSIDE FACE INC. = INCLUDING I.S. = INSIDE FACE K = KIP (1000 POUNDS) L.W. = LONG WAY M.B.S. = METAL BUILDING SUPPLIER M.R.S. = METAL ROOF SUPPLIER See snow load Ss = 1.43, S1 = 0.49, Ie = 1.0, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SDS = 0.953, SD1 = 0.493. Basic Seismic Force Resisting System = Bearing wall System. Cs = 0.225, R = 4 Equivalent Lateral Force Procedure used. Basic wind speed (3 sec.gust) = 85 (mph) - Exposure B Importance factor Iw = 1.0. Internal pressure coefficient GCpi Components & cladding = 14.5 psf Weight of structure. The following special loads are to be considered: Canopy & other reactions as noted on structural drawings. All Code required load combinations are to be used in the building design. N.F. N.T.S. o/c O.F. O.S. O.T.O. REINF. REM. R.O. SECT. SIM. S.J. STL. SYMM. S.W. T. T.O.B. T.Q.S. T.Q.F. TYP. U.B.C. U.N.O. VFY. V. OR VERT. V.F.F. V.E.F. V.I.F. V.N.F. V.Q.F. w/ w/o W.H.S. Q. - Tukwila, WA - +1- 0.18 = NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTION = SIMILAR = STSHRINEEL KAGE JOINT = = SYMMETRICAL = SHEAR WALL OR SHORT WAY = TOP = TOP OF BEAM = TOP OF STEEL TOP OF SLAB = TOP OF FOOTING OR (FRAMING) = TYPICAL AT ALL SIMILAR PLACES = UNIFORM BUILDING = UNLESS NOTED OTHERWISE = VERIFY = VERTICAL = VERTICAL FAR FACE = VERTICAL EACH FACE = VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE = WITH = WITH OUT = WELD HEAD STUD = AT = CENTER LINE = PLATE c.i z w W z GAS SIZE CHART PRESSURE IN WC 7 PRESSURE DROP 0.5 MAX DEVELOPED LENGTH (FEET) 100 PIPE SIZE ( UPC ) MAX LOAD (MBH) MAX LOAD (MBH) 1/2" 182 47 3/4" 380 98 1" 716 185 1-1/4" 1,471 380 1-1/2" 2,204 570 2" 4,244 1,098 2-1/2" 6,764 1,750 3" 11,958 3,093 4" 24,390 6,309 6" 71,449 18,483 8" 146,801 37,976 GAS SIZE CHART PRESSURE PSI 2 PRESSURE DROP PSI TO 1.0 MAX DEVELOPED LENGTH (FEET) 500 PIPE SIZE( UPC ) MAX LOAD (MBH) 1/2" 182 3/4" 380 1" 716 1-1/4" 1,471 1-1/2" 2,204 2" 4,244 2-1/2" 6,764 3" 11,958 4" 24,390 6" 71,449 8" 146,801 0 0 cn CO 0 0 0 0 0 (n 0 c 0 0 (0 0 0 0 0 0 0 0) 0 CO 0 OD 0 0 0) 0 Co 0 0 0 PLUMBING GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. ALL WASTE PIPING, CONDENSATE PIPING & STORM DRAIN PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. 2. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES) 3. ALL DIMENSIONS TO COLUMN LINES. 4. INSULATE ALL INTERIOR STORM DRAIN INCLUDING OVERFLOW PIPING, HOT & COLD WATER PIPING AND CONDENSATE PIPING PER SPECIFICATION SECTION 15250. 5. MOUNT ALL OVERHEAD PIPING 6" MAXIMUM FROM BOTTOM OF JOIST OR GIRDER IN MAIN SALES AREA. DO NOT BLOCK LIGHTING & SKYLIGHTS. 6. APPLICABLE PLUMBING CODE: UPC & UPC STANDARD (2006 EDITION) 7. PAINT ALL METAL & PVC PIPING EXPOSED TO WEATHER PER SPEC SECTION 09900 8. COORDINATE WITH G.C. FOR INSULATION REQUIREMENTS AT EXTERIOR WALLS FOR AREAS ADJACENT TO PLUMBING LINES tk = ndards. City sty drawings after this and wil require for s ubs-quent - ; Final acceptance is the Public Works u Date: cepta date will void this acceptance esubm'ttal of evi ed drawings pr•vaL WORK our,. E MI6 3ulLble4 MECHANICAL PLAN NOTES SEE BUBBLE FOR SPECIFIC REFERENCE ON PLAN 0 MC TO LOCATE ROOF PENETRATIONS AND ROOF CURB FOR G.C. PENETRATIONS SHALL BE SUCH THAT SUPPLY, RETURN AND /OR EXHAUST DUCT DROPS CAN EXTEND STRAIGHT DOWN TO CEILING SPACE OR DIFFUSER PACKAGE. COORDINATE EQUIPMENT LOCATION WITH LIGHTS, BLDG. STRUCTURE, PIPING, SWAY BRACING AND SKYLIGHTS. SEE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS. LOCATE SALES FLOOR AC UNITS BETWEEN RACKS. REQUIRED CLEARANCE FOR ROOFTOP UNIT IS SHOWN. RELOCATION OF ANY UNIT FROM WHERE SHOWN ON PLAN SHALL BE APPROVED BY ARCHITECT PRIOR TO UNIT INSTALLATION. PIPING TO BE THRU THE BASE /CURB, ROUGH —IN PER DETAILS PRIOR TO SETTING EQUIPMENT. PLUMBING PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. LOCATE ALL FLOOR CLEAN OUTS OUTSIDE OF FORKLIFT DRIVE AISLE (UNDER RACKING OR WITHIN 18" OF WALL) FOR SALES FLOOR WASTE LINES SEE 41/M-4 FOR CLEAN OUT OFFSET. RUN PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING BELOW SKYLIGHTS OR AT AN ANGLE. PIPING TO BE PARALLEL OR PERPENDICULAR TO JOIST OR GIRDER. EXISTING GAS METER— VERIFY CAPACITY WITH PSE CONTACT CUSTOMER SERVICE CO 1- 888 - 321 -7779 MECHANICAL GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. M.C. SHALL ASSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLAN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES TRANE UNITS & EXHAUST FANS. LABELS SHOULD BE IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. 2. MAINTAIN A MINIMUM OF 10' -0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANELS. 4. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. 5. DIMENSIONS ARE TO COLUMN LINES. 6. APPLICABLE MECHANICAL CODE: NC 2008 EDITION) 8. RUN ALL SUPPLY, RETURN AND EXHAUST DUCTS AND FLUES BETWEEN THE ROOF AND CEILING SPACE STRAIGHT WITH INTERNAL INSULATION. NO ANGLES OR OFFSETS. CONTACT ARCHITECT TO RESOLVE ANY CONFLICTS WITH STRUCTURE. GAS CALCULATIONS EXISTING GAS LOAD © 2PS1 LINE NEW GAS LOAD TOTAL NEW LOAD EXISTING 6" GAS LINE IS SUFFICIENT. 3,730,000 BTUH 412,000 BTUH 4,142,000 BTUH - 0 (E)3" G G 1 (E)4" ON ROOF (? MBH) EXISTING GAS METER © 2 PSI EXISTING GAS METER © 7 "W.C. G (E)6" ON TRUSS SPACE G G G G G 0 G G f (E)4" ON TRUSS SPACE 0 G G 0 0 SCALE: 1/16" = 1' -0" G 0 G G MAIN MECHANICAL PLAN G •1• .. 1 J' g G G L 0 L r G G 0 0 ( E)4" ON ROOF (1,575 MBH) E)SCO ID (E)3" (1000 MBH) x / G (E)4" ON ROOF (1,955 MBH) G- d —(E)4" ON ROOF (2,355 MBH) 1 "(E) ® r'‘AC (400 N BF) CONNECT NEW 1 "G TO EXISTING 1-1/4" AT ATHIS POINT. 1/2" MBH) G 1 "--� (412 MBH) 0 0 x 0 CONNECT NEW 6" GW LINE TO EXIST. 6" GW LINE APPROX. HERE. FIELD VERIFY EXACT LOCATION AND SIZE. 1, FCO (E)1 -1/2" r_m 11 { These plans have been reviewed by the Public for confor . r -et t is 1ubj2.ct to error: and urnissioi s d• not till ori' e violations of adopted statrdarss •r ordinances. he responsibility for the adequac • f the design rests totally with the designer. Additions, deletions or revisions to these Work r r x. x r (E)1 -1/2" G -- (2--30 MBH) ID EXISTING 1-1/2"G UP TO ROOF FOR PLUMBING, WAST & VENT WORK IN frH1 AREA, SEE "DELI ROTISSERIE PLUMBING, — WASTE & VENT PLAN ", SHEET M -2.1. FOR HVAC WORK IN THIS AREA, SEE "DELI & ROTISSERIE HVAC PLAN ", SHEET M -2.1. (E -13) SEE DETAIL ROTISSERIE OVEN (103 MBH) " GAS—DN 1 (TYP. *F ' ) 0 ubject to field inspection by ilities inspector. By: EXISTING TWO WATER HEATERS, 74 & 80 GALLONS, TO REMAIN 0 0 X 0 0 X 0 x x 0 0 RECEIVIEr DEC 10 2008 PERMIT CENTE 0 Lv U w U w J Z zw 0 L 1 . 1 O IZ 0 I— U Z LiJ CC V) 0z 0 0 0 w :w w � m o' >-� Q� 2 0 E w O- : L�J 0 0l D N 0 _ I LL F- 0ct I— a_ a Z Z 0 0 h v 0 0 0 0 0 0 1) 0 0 0 =r 0 0 0 cn 0 REMOVE EXIST. TRANSFER FAN AND DUCT WORK. 8/8 DUCT UP TO ROOF. SEE DETAIL 12 M -3 ON /OFF SWITCHES SEE DETAIL 16/16 DUC UP TO UNIT ON ROOF M -3 SCALE: 1/8" = 1' -0" I ROTISS 1 111 1 (E DE IE SCALE: 1/8" = 1' -0" SLICING LI. ( (E)EF -1 TO REMAIN (E) MEAT PREP DELI 8c ROTISSERIE HVAC DEMO PLAN XIST. EXHAUST FAN AND DUCTWORK TO BE REMOVED, CAP CURB APPROX. HERE. GOOSE NECK WITH 16/16 SCREENED OPENING. SEE DETAIL u 12/1 EG -1 320 CFM 23' -6" ROTISSERIE NON- MIRROR4 -4- DISH PREP E -24 DELI 8c ROTISSERIE HVAC PLAN u W SEE DETAIL 0 ROTISSERIE EXHAUST HOOD (SOIC) G.C. PROVIDE STAINLESS FILLER BETWEEN HOOD AN (TYP. OF 2) 0 _EL CEILING. DEMO & CAPOFF EXIST. AIR LINE APPROX. HERE. FIELD VERIFY LOCATION. (E -12] SEE DETAIL 2 -COMP SINK 3/4" H &CW DN E -1 SEE DETAIL HAND SINK 1/2" H &CW DN (TYP. OF 2) 3/4" CW DN. TO WATER FILTER FOR COMBI OVENS. SEE (2, 3/4" HW DN. TO OVENS SEE DETAIL TYP, OF 4. FOR CONTINUATION SEE "MAIN MECHANICAL PLAN ", SHEET M -1.1. (E) SLICING DELI. EXISTING 2" GAS ON ROOF (E) CHICKEN I ROTISS. . 1 "(© 2 (E) MEAT PREP SCALE: 1/8" = 1' -0" SCALE: 1/8" = 1' -0" ( n Q (E)1 "HW 0 CONNECT NEW 3 /4 "CW, 3 /4 "HW, & 1/2"HWC TO EXISTING 1" CW, 1" HW, & 1/2"HWC APPROX. HERE. FIELD VERIFY EXACT LOCATION AND SIZE. 11111111111 111111111111111 DELI 8c ROTISSERIE PLUMBING PLAN DELI 8c ROTISSERIE PLUMBING DEMO PLAN OTISSERIE PREP SEE DETAIL HAND SINK 1/2" H &CW DN SEE DETAIL CHICKEN PREP SINK 1/2" H &CW DN DISH PREP 1 113 (E)1" CW (E)1" HW (E)1/2" HWC ,. _ E -1 ) SEE DETAIL HAND SINK 1/2" H &CW DN (E) /2 "HWC REMOVE EXISTING 3 /4 "H &CW BELOW CEILING AND CAP PIPING ABOVE CEILING. E -1) SEE DETAIL HAND SINK 1/2" H &CW DN 3 4" 0 HB -2) © +16" A.F.F. © +12 A.F.F. E -23 SEE DETAIL POWERSOAK SINK W MIXING VALVE FOR DETERGENT PACKAGE 3/4" H &CW DN CO 2 LOCATIONS PROVIDE NEW 3" VTR AS REQUIRED FOR COMBINED WASTE & VENT SYSTEM CONNECT NEW 3" SS T EXIST. 4" SS APPROX. HERE. FIELD VERIFY EXACT LOCATION AND SIZE. SEE DETAIL (E)4" SLICING DELI. (E) CHICKEN I ROTISS. . (EX D -3 ROTISSERIE 1 111 1 (E)4" h Coo FOR CONTINUATION SEE "MAIN MECHANICAL PLAN ", SHEET M -1.1. SCALE: 1/8" = 1' -0" 17' SCALE: 1/8" = 1' -0" DELI 8c ROTISSERIE WASTE 8c VENT DEMO PLAN PLUMBING PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. RUN PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING BELOW SKYLIGHTS. DO NOT RUN AT AN ANGLE. SLOPE FLOOR AT 1% FOR DIAMETER OF 8' -0 ". W M.C. TO ROUGH IN PLUMBING FOR 2'X2' SAW CUT AS DIMENSIONED. P -TRAP INLET TO BE MIN 24" DEEP. COORDINATE WITH REFRIGERATION CONTRACTOR TO SET DRAINS 1/2 EXPOSED FOR FINAL INSTALLATION. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES). 2. INSULATE ALL INTERIOR DRAIN PIPING, HOT & COLD WATER PIPING, AND CONDENSATE PIPING PER SPECIFICATION SECTION 15250 3. PROVIDE ALL HAND SINKS WITH SYMMONS #4 -10 MIXING VALVE LOCATED BELOW SINK TO REDUCE WATER TEMPERATURE TO 1107. 4. ALL NON -HAND SINKS ARE SERVED BY 140'F HOT WATER. POST WARNING SIGNS READING "CAUTION! 1407 HOT WATER ". 5. HW STOP TO ROUGH IN ON LEFT, CW STOP TO ROUGH IN ON RIGHT. 6. ALL DIMENSIONS TO COLUMN LINES. 7. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES). 8. ALL VENTS ON THE COMBINATION WASTE & VENT SYSTEM SHALL BE SUPPLIED WITH WALL CLEANOUTS. 9. ALL FLOOR SINKS AND FLOOR DRAINS THAT SERVE THE COMBINATION WASTE & VENT SYSTEM SHALL BE PROVIDED WITH A P -TRAP TWO SIZES LARGER THAN THE FLOOR DRAIN OR FLOOR SINK IT IS SERVING. 10. SEE EQUIPMENT SCHEDULE FOR TRAP ARM SIZE AND VENT SIZE. 11. ALL VERTICAL OFFSETS ON COMBINATION WASTE AND VENT (CWV) TO BE AT 45' DELI 8c ROTISSERIE WASTE 8c VENT PLAN (E)3" VENT 30' -1" - (E)TO GREASE INTERCEPTOR CAP EXISTING WASTE LINES BELOW FLOOR. REMOVE EXISTING DRAIN AND ASSOCIATED WASTE & VENT LINES ABOVE FLOOR. KEEP 3"VENT LINE THROUGH ROOF FOR NEW VENT CONNECTION. 9' -8" - tw X 17, SEE DETAIL ROTISSERIE PREP WB -1 WALL BOX FOR SKEWER CLEANER. SEE DETAIL DISH PREP DAYLIGHT INDIRECT WASTE FROM OVEN TO TRENCH DRAIN. SEE DETAIL CV N 0) 0 z z 0 z z RECEIVED DEC 1 0 2008 PERMIT CENTEIp_ 1- z 0.. 0 w 0 w 0 0 2 w J 0 2 z 0 w 0 O 0 0 0 w w Q 1-- z w D 0 0 0 L- 0 it 0 U z L1J LL O 1- Z w z O 0 z w O FE 0_ w 1- 1- 0 1- 0 0 CC Z O HVAC PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. O SEE MECHANICAL SCHEDULES TO VERIFY CONTROL TYPE, REQUIRED INTERLOCKS AND CONTRACTOR RESPONSIBILITY TO FURNISH AND /OR INSTALL. SEE SCHEDULE FOR MOUNTING HEIGHT. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. M.C. SHALL ASSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLAN, INSIDE & OUT OF THE BUILDING. THIS INCLUDES TRANE UNITS & EXHAUST FANS. 2. MAINTAIN A MINIMUM OF 10' -0" CLEARANCE BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. THIS CLEARANCE CAN BE REDUCED TO 5' FOR EXHAUST DISCHARGED AWAY FROM INTAKE OPENING. 1 COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANEL. PER NEC REQUIREMENTS. 4. RUN ALL SUPPLY, RETURN AND EXHAUST DUCTS BETWEEN THE ROOF AND CEILING SPACE STRAIGHT WITH INTERNAL INSULATION. NO ANGLES OR OFFSETS. CONTACT ARCHITECT TO RESOLVE ANY CONFLICTS WITH STRUCTURE. 0 h v 0 0 0 0 0 0 1) 0 0 0 =r 0 0 0 cn 0 REMOVE EXIST. TRANSFER FAN AND DUCT WORK. 8/8 DUCT UP TO ROOF. SEE DETAIL 12 M -3 ON /OFF SWITCHES SEE DETAIL 16/16 DUC UP TO UNIT ON ROOF M -3 SCALE: 1/8" = 1' -0" I ROTISS 1 111 1 (E DE IE SCALE: 1/8" = 1' -0" SLICING LI. ( (E)EF -1 TO REMAIN (E) MEAT PREP DELI 8c ROTISSERIE HVAC DEMO PLAN XIST. EXHAUST FAN AND DUCTWORK TO BE REMOVED, CAP CURB APPROX. HERE. GOOSE NECK WITH 16/16 SCREENED OPENING. SEE DETAIL u 12/1 EG -1 320 CFM 23' -6" ROTISSERIE NON- MIRROR4 -4- DISH PREP E -24 DELI 8c ROTISSERIE HVAC PLAN u W SEE DETAIL 0 ROTISSERIE EXHAUST HOOD (SOIC) G.C. PROVIDE STAINLESS FILLER BETWEEN HOOD AN (TYP. OF 2) 0 _EL CEILING. DEMO & CAPOFF EXIST. AIR LINE APPROX. HERE. FIELD VERIFY LOCATION. (E -12] SEE DETAIL 2 -COMP SINK 3/4" H &CW DN E -1 SEE DETAIL HAND SINK 1/2" H &CW DN (TYP. OF 2) 3/4" CW DN. TO WATER FILTER FOR COMBI OVENS. SEE (2, 3/4" HW DN. TO OVENS SEE DETAIL TYP, OF 4. FOR CONTINUATION SEE "MAIN MECHANICAL PLAN ", SHEET M -1.1. (E) SLICING DELI. EXISTING 2" GAS ON ROOF (E) CHICKEN I ROTISS. . 1 "(© 2 (E) MEAT PREP SCALE: 1/8" = 1' -0" SCALE: 1/8" = 1' -0" ( n Q (E)1 "HW 0 CONNECT NEW 3 /4 "CW, 3 /4 "HW, & 1/2"HWC TO EXISTING 1" CW, 1" HW, & 1/2"HWC APPROX. HERE. FIELD VERIFY EXACT LOCATION AND SIZE. 11111111111 111111111111111 DELI 8c ROTISSERIE PLUMBING PLAN DELI 8c ROTISSERIE PLUMBING DEMO PLAN OTISSERIE PREP SEE DETAIL HAND SINK 1/2" H &CW DN SEE DETAIL CHICKEN PREP SINK 1/2" H &CW DN DISH PREP 1 113 (E)1" CW (E)1" HW (E)1/2" HWC ,. _ E -1 ) SEE DETAIL HAND SINK 1/2" H &CW DN (E) /2 "HWC REMOVE EXISTING 3 /4 "H &CW BELOW CEILING AND CAP PIPING ABOVE CEILING. E -1) SEE DETAIL HAND SINK 1/2" H &CW DN 3 4" 0 HB -2) © +16" A.F.F. © +12 A.F.F. E -23 SEE DETAIL POWERSOAK SINK W MIXING VALVE FOR DETERGENT PACKAGE 3/4" H &CW DN CO 2 LOCATIONS PROVIDE NEW 3" VTR AS REQUIRED FOR COMBINED WASTE & VENT SYSTEM CONNECT NEW 3" SS T EXIST. 4" SS APPROX. HERE. FIELD VERIFY EXACT LOCATION AND SIZE. SEE DETAIL (E)4" SLICING DELI. (E) CHICKEN I ROTISS. . (EX D -3 ROTISSERIE 1 111 1 (E)4" h Coo FOR CONTINUATION SEE "MAIN MECHANICAL PLAN ", SHEET M -1.1. SCALE: 1/8" = 1' -0" 17' SCALE: 1/8" = 1' -0" DELI 8c ROTISSERIE WASTE 8c VENT DEMO PLAN PLUMBING PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. RUN PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING BELOW SKYLIGHTS. DO NOT RUN AT AN ANGLE. SLOPE FLOOR AT 1% FOR DIAMETER OF 8' -0 ". W M.C. TO ROUGH IN PLUMBING FOR 2'X2' SAW CUT AS DIMENSIONED. P -TRAP INLET TO BE MIN 24" DEEP. COORDINATE WITH REFRIGERATION CONTRACTOR TO SET DRAINS 1/2 EXPOSED FOR FINAL INSTALLATION. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES). 2. INSULATE ALL INTERIOR DRAIN PIPING, HOT & COLD WATER PIPING, AND CONDENSATE PIPING PER SPECIFICATION SECTION 15250 3. PROVIDE ALL HAND SINKS WITH SYMMONS #4 -10 MIXING VALVE LOCATED BELOW SINK TO REDUCE WATER TEMPERATURE TO 1107. 4. ALL NON -HAND SINKS ARE SERVED BY 140'F HOT WATER. POST WARNING SIGNS READING "CAUTION! 1407 HOT WATER ". 5. HW STOP TO ROUGH IN ON LEFT, CW STOP TO ROUGH IN ON RIGHT. 6. ALL DIMENSIONS TO COLUMN LINES. 7. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES). 8. ALL VENTS ON THE COMBINATION WASTE & VENT SYSTEM SHALL BE SUPPLIED WITH WALL CLEANOUTS. 9. ALL FLOOR SINKS AND FLOOR DRAINS THAT SERVE THE COMBINATION WASTE & VENT SYSTEM SHALL BE PROVIDED WITH A P -TRAP TWO SIZES LARGER THAN THE FLOOR DRAIN OR FLOOR SINK IT IS SERVING. 10. SEE EQUIPMENT SCHEDULE FOR TRAP ARM SIZE AND VENT SIZE. 11. ALL VERTICAL OFFSETS ON COMBINATION WASTE AND VENT (CWV) TO BE AT 45' DELI 8c ROTISSERIE WASTE 8c VENT PLAN (E)3" VENT 30' -1" - (E)TO GREASE INTERCEPTOR CAP EXISTING WASTE LINES BELOW FLOOR. REMOVE EXISTING DRAIN AND ASSOCIATED WASTE & VENT LINES ABOVE FLOOR. KEEP 3"VENT LINE THROUGH ROOF FOR NEW VENT CONNECTION. 9' -8" - tw X 17, SEE DETAIL ROTISSERIE PREP WB -1 WALL BOX FOR SKEWER CLEANER. SEE DETAIL DISH PREP DAYLIGHT INDIRECT WASTE FROM OVEN TO TRENCH DRAIN. SEE DETAIL CV N 0) 0 z z 0 z z RECEIVED DEC 1 0 2008 PERMIT CENTEIp_ 1- z 0.. 0 w 0 w 0 0 2 w J 0 2 z 0 w 0 O 0 0 0 w w Q 1-- z w D 0 0 0 L- 0 it 0 U z L1J LL O 1- Z w z O 0 z w O FE 0_ w 1- 1- 0 1- 0 0 CC Z O FRESH LINE EQUIPMENT SCHEDULE MATERIAL CLEARANCE FRONT NON- COMBUSTIBLE 0" SIDES NON- COMBUSTIBLE 0" BACK 1 HOUR RATED FIRE RESISTANT 3" TOP OPEN TO WAREHOUSE 18" FRESH LINE EQUIPMENT SCHEDULE PLUMBING FIXTURE SCHEDULE — CONTRACTOR PROVIDED ARCH. NUMBER SYMBOL SYMBOL DESCRIPTION MFR. /MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES PREVENTION FLOOR DRAIN DRAINS.COM CSDFS -R -4 10 -50.S 4" 2" 1/2" 1/2" HEAVY DUTY, 1/2" STAINLESS STEEL SLOTTED GRATE WITH 12 GA TYPE 304 STAINLESS STEEL BODY, ANCHOR TABS, NO -HUB OUTLET, STAINLESS STEEL SEDIMENT BASKET. DRILL AND TAP UPPER FRAME FOR TRAP PRIMER AS REQUIRED. 1/P-4.1 MEAT, BAKERY, DELI FOOD SERVICE, ROTISSERIE (8) (13) N/A N/A D -1 70 FLOOR SINK DRAIN STAINLESS DRAINS.COM CSDSINK12X12X12 1 /2PIFDS 4" 2" 2" 3/4" INDIRECT SINK WASTE, 12" SQUARE EXTRA DEEP 14GA STAINLESS STEEL RECEPTOR. DOME BOTTOM STRAINER, PERFORATED 1/2 GRATE AND INTERNAL FLANGE. 3/P -4.1 MEAT, BAKERY, DELI FOOD SERVICE (13) (1) (2) D -4 ] �E 12 �SINK FLOOR CLEAN OUT ZURN ZN- 1400 -HD SEE PLAN HARDT AJUSTABLE FLOOR CLEANOUT, DURA - COATED CAST IRON BODY, WITH GAS AND WATERTIGHT ABS TAPERED THREAD PLUG, AND HEAVY DUTY TOP WITH POLISHED NICKEL BRONZE VENEER COVER. 5/P -4.1 OVEN WITH HOOD, 120 MBH, CONTRACTOR SHALL INSTALL HOOD AND CONNECT PLUMBING TO OVENS USING FLEXIBLE HOSE CONNECTION. GAS LINE SHALL BE AGA APPROVED. 22/M -4 N/A FC0� LH- BP t33 FLOOR CLEAN OUT ZURN ZN- 1400 -HD SEE PLAN COMBI OVEN AGA FOOD SERVICE FLOOR CLEAN OUT WITH HEAVY DUTY POLISHED NICKEL BRONZE TOP. (2)3/4" N/A FCO ) FFS 11 (2) (3) 4 (5) LH -BS BP AV E -14 (2) LH-BS 17B-2 HOSE BIBB WATTS SC8 -4 INDIRECT 2 2" SEE PLAN +12 ", WALL SILL, SILLCOCK WITH HAND WHEEL 13/M -4 CHICKEN PREP THERMOSTATIC MIXING VALVE SYMMONS SAFETYMIX- VISU -TEMP 4- 500VT- X -CHKS E -16 , 1/2" 1/2" PRESSURE - BALANCING MIXING VALVE WITH INTEGRAL THERMOMETER AND ADJUSTABLE CHECK /SERVICE STOPS. AT 3 COMP SINK - MIXING VALVE MOUNTED AT 76" A.F.F., AND TEMPERED WATER FROM MIXING VALVE AT 16" A.F.F. BELOW 3 COMP SINK AT PAN WASHER WALL- TEMPERED WATER © +60" A.F.F. FROM NEARBY 3- COMPARTMENT SINK MIXING VALVE. 7/M -4 MEAT & BAKERY DELI (ECOLAB DISPENSER) N/A MV -1 SKEWER CLEANER WITH 3/4" DRAIN HOSE TO RISER PIPE. 120V/10, 20 AMP W/ 6 FT POWER CORD AND RESTRAINING CABLE. 28/M -4 TRENCH DRAIN LENGTH =5,10,20 LENGTH STAINLESS DRAINS.COM SD6X1SLOTTED 3" 2" 85 14 GA STAINLESS STEEL BODY WITH 1/4" STAINLESS STEEL SLOTTED GRATE, PROVIDE WITH SDSB SEDIMENT BASKET, 6" WIDE 4/M -4 MEAT PREP ROTISSERIE (8) N/A (TD -25 3/4" =15,25 WALL BOX GUY GRAY SSWB -82170 2" 2" LH -BS AG 3/4" ©38" INSTALL WALL BOX © +38" ABOVE FINISHED FLOOR. WITH WATTS N9 -CD BACKFLOW PREVENTION 28/M -4 DISH PREP. ROTISSERIE HOOD OVEN LAVBS (Wg -1 PLUMBING FIXTURE SCHEDULE — SUPPLIED BY OWNER INSTALLED BY CONTRACTOR (SOIL) (1) N/A 1 NOT USED 2 ALL HOSE BIBBS TO HAVE NON- REMOVABLE BACKFLOW PREVENTION DEVICES- TAMPER PROOF VACUUM BREAKER. 3 WATER HEATERS TO HAVE RIGID CONNECTIONS & CONSTRAINTS TO RESIST SEISMIC MOTION. 4 NOT USED 5 NOT USED 6 NOT USED 7 NOT USED 8 PROVIDE TRAP PRIMER. (9) NOT USED (10) NOT USED (1 1) NOT USED (1' \ ninT 1 is -n HAZARD TYPE BACKFLOW POTENTIAL LH - LOW HAZARD HH - HIGH HAZARD BS - BACK SIPHONAGE BP - BACK PRESSURE BACKFLOW PREVENTION RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW PVB - PRESSURE VACUUM BREAKER AG A B - ATMOSPHERIC VACUUM BREAKER FRESH LINE EQUIPMENT SCHEDULE ARCH. NUMBER SYMBOL DESCRIPTION MFR. /MODEL WASTE VENT COLD W. HOT W. COMMENTS DETAIL SERVES NOTES BACKFLOW 0 HAND SINK UNIVERSAL 1-1/2" 1-1/2" 1/2" 1/2" 16" X 16" X 16" TYPE 304 STAINLESS STEEL, WALL HUNG, WITH WALL BRACKET FISHER F1 -3174 KNEE VALVE, 3816 GOOSENECK SPOUT 6/M -4 DELI & BAKSSERIE (1) (3) L AG S E -1 70 f�PARTMENT (S00� PREP.) (SINK UNIVERSAL INDIRECT 2" 2" 3/4" 3/4" 98" X 35 -1/2 X 43" TYPE 304 STAINLESS STEEL, WITH DRAIN BOARDS AND UNDERSHELVES, FISHER 2210 PRE -RINSE W/ ADD -A- FAUCET, AND (2) LEVER DRAIN. 9/M -4 T PREP (1) (2) LH �E 12 �SINK 2 ROTISSERIE OVEN HARDT 1/2" / OVEN WITH HOOD, 120 MBH, CONTRACTOR SHALL INSTALL HOOD AND CONNECT PLUMBING TO OVENS USING FLEXIBLE HOSE CONNECTION. GAS LINE SHALL BE AGA APPROVED. 22/M -4 ROTISSERIE (1) (2) (4) (5) LH- BP t33 �E -13� L7' COMBI OVEN AGA FOOD SERVICE (2)3/4" CONTRACTOR CONNECT PLUMBING TO VE USING FLEXIBLE HOSE OD AND CONNECTION. 22/M -4 ROTISSERIE 11 (2) (3) 4 (5) LH -BS BP AV E -14 74 Q PR ICKEN TABLE / TABLE/SINK UNIVERSAL INDIRECT 2 2" 1/2" 1/2" WASTES. NL SS STEEL, ADJ. LEGS W /8" CENTER FAUCET, LEVER 13/M -4 CHICKEN PREP (1) HH-BS E -16 , 84 ER (CLEANING BIN) HARDT EQUIP INDIRECT 3/4 " SKEWER CLEANER WITH 3/4" DRAIN HOSE TO RISER PIPE. 120V/10, 20 AMP W/ 6 FT POWER CORD AND RESTRAINING CABLE. 28/M -4 DISH PREP. (1) (2) LH -BS AVB E -19 85 POWER R SINK SYSTEMS SOAK INDIRECT - � 2 - 2" 3/4" 3/4" - STAINLEESS STEEL WITH DRAIN BOARDS. NCLUDED FAUCETS #KN34- 8014 -PS, (1) IPS PRE -RINSE #K53- 5500 -PS, (3) IPS ROTARY BALL DRAINS #DBN -9100. 64/M -4 MEAT DELI & BAKERY (1) (3) LH -BS AG (E -23� 0 ROTISSERIE HOOD OVEN CAPTIVEAIRE MODEL 7824ND, E.T.L. LISTED 3054804 -001 TYPE I HOOD WITH FILTERS & LIGHTS, 18 GA. STAINLESS STEEL CONSTRUCTION 1/M-3 ROTISSERIE (1) N/A E -24 PLUMBING, INSTALL AND CONNECT ALL SERVICES. HAZARD TYPE BACKFLOW POTENTIAL (1) EQUIPMENT FURNISHED BY THE OWNER. THE MECHANICAL CONTRACTOR SHALL ROUGH -IN ALL P- TRAPS, TAILPIECES, ESCUTCHEONS AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. (2) CONTRACTOR SHALL RECEIVE, UNCRATE SET 8c CONNECT. (3) PROVIDE RIGHT & LEFT SPLASH GUARDS IN MEAT PREP. ONLY. (4) EQUIPMENT SUPPLIED AND INSTALLED BY VENDOR(S.I.V.). THE MECHANICAL CONTRACTOR SHALL ROUGH -IN PLUMBING AND PROVIDE SHUTOFF VALVES AND ESCUTCHEONS. VENDOR TO MAKE ALL FINAL CONNECTIONS. (5) NOT USED LH - LOW HAZARD HH - HIGH HAZARD BS - BACK SIPHONAGE BP - BACK PRESSURE BACKFLOW PREVENTION RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW PVB - PRESSURE VACUUM BREAKER AVB - VACUUM BREAKER CO 0 0 N N 0 0 0 0 EXHAUST FAN /RADIANT HEATER EQUIPMENT SCHEDULE SYMBOL EF -7 EF -11,12 ITEM EXHAUST FAN EXHAUST FAN SERVES DELI ROTISSERIE OVENS MFR /# PENN DX11S PENN FX18BH DESCRIPTION 320 CFM CAD 0.25 SP. 1300 NOM. RPM. CONTROLLED BY WATER PROOF 30 MINUTE TIMER SW. PROVIDED BY E.C. 2782 CFM © 1.4 " ESP. PROVIDE WITH FLOATING HINGE. CONTROLLED BY ON /OFF SW. PROVIDED BY E.C. UL 762 LISTED ELECT. 1 /10HP 120V/10 1 -1 /2HP 208V/30 WEIGHT 36# 142# REFERENCE 12/M -3 13/M -3 REMARKS 12" SQ. ROOF OPENING 20" SQ. ROOF OPENING 24" MINIMUM CURB HEIGHT NOTES (1) (3) (4) (7) GENERAL NOTES: ALL SWITCHES AND T -STATS MOUNTED AT 42" AFF UNLESS OTHERWISE NOTED SEE DESCRIPTION FOR RESPONSIBLE BELOW 60% OF FAN MOTOR SPEED SCHEDULE NOTES (SEE COLUMN ON RIGHT FOR APPLICABILITY): (1) (2) (3) (4) (5) (6) (7) (8) NOT USED ROOF CURB PROVIDED BY G.C. PROVIDE BACKDRAFT DAMPER. ANSUL SYSTEM IS PROVIDED BY G.C. G.C. TO CONTACT APPROVED SUB - CONTRATORS FOR ANSUL SYSTEM INSTALLATION. COORDINATE WITH ANSUL SYSTEM AND FIRE ALARM INSTALLER FOR INTERLOCK WITH OVEN /EXHAUST FAN. NO ADJUSTMENT OF AIR FLOW REQUIRED FOR AIR BALANCING. PROVIDE ALL OTHER MEASUREMENTS PER SPECIFICATION. NOT USED MONITORED BY BMS, BROKEN BELT INDICATOR LIGHT IN ROTISSERIE AND FOOD SERVICE. CONTRACTOR, DO NOT ADJUST SPEED CONTROLLERS ETL LISTING - # 3054804-001 MODEL 7824ND 137 " X 78 " X 24" TYPE I WITH FILTERS & LIGHTS HOOD -18GA. STAINLESS STEEL NOTE: OBTAIN APPROVAL FROM ARCHITECT FOR OFFSETS GREATER THAN 3' OR ANGLES GREATER THAN 15' - DUCT MUST BE SLOPED AT 2% MINIMUM BACK TO HOOD, SUPPLY CLEANOUTS AT ELBOWS & EVERY 12' OF HORIZONTAL DUCT, AND CONNECTION AT EXHAUST FAN MAY REQUIRE C E F SI M ING. AIR FLOW FORMULA (PER UL LISTING): Q = 250xL = 250( 1 1.4 FT) = 2,854 CFM MIN. DUCTS DUCT SIZE: 16" x 16" = 1.78 SQUARE FEET NUMBER OF DUCTS: 1 STATIC PRESSURE & EXHAUST FAN EXHAUST FAN CFM: 2,854 CFM EXHAUST DUCT VELOCITY: 1,605 FPM STATIC PRESSURE: DUCTS GREASE FILTER 10% SF TOTAL S.P. MAKE -UP AIR SUPPLIED FROM MAIN SALES AC UNITS. CLEARANCES HOOD OVERHANG BEYOND EQUIPMENT: CLEARANCE FRONT SIDES 6" 6" 0.31" 0.77" 0.11" 1.19" DISTANCE FROM OUTSIDE EDGE OF HOOD TO SURROUNDING MATERIALS: 0 0 FILTERS FILTER SIZE: 16 "X20 "= 1.73SQ. FT.(USABLE AREA 16 "X16 "= 1.35SQ. FT.(USABLE AREA NUMBER OF FILTERS: 6X16 "X20 ", 1X16 "X16" TOTAL FILTER AREA: 6 X 1.73 = 10.38 SQ. FT.(USABLE AREA) 1 X 1.35 = 1.35 SQ. FT.(USABLE AREA) AIR VELOCITY: 2,854 CFM / 1 1.73 SQ. FT. = 243 FPM REASE TROUGH TRANSITION 24" 7' -8" 1 - UPBLAST TYPE EXHAUST REASE TROUGH ONE HOUR RATED FIRE WRAP ASSEMBLY BY G.C. SEE ARCH. AND STRUCTURAL DRAWINGS AUTO MAN TANK FOR ANSUL SYSTEM. MOUNT ABOVE CEILING SUPPORT AS REQUIRED BY HANGING ANGLE M.C. SEE STRUCTURAL DRAWINGS L --WALL CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 & ULC710 STANDARDS ELL. LISTED 3054804 -001 10' -0" CEILING MANUAL PULL STATION. COORDINATE W /FIRE WALL ALARM SYSTEM ROTISSERIE OVEN BY COSTCO FRONT ELEVATION NF PA NSE FIELD CUT EXHAUST OPENING ALONG FRONT OF HOOD TO MINIMIZE OFFSETS IN DUCTWORK. COORDINATE WITH STRUCTURAL FRAMING INSTALLER TO RELOCATED SUPPORT JOIST TO AVOID DUCTWORK. 100W VAPOR PROOF INCANDESCENT LIGHT NOTES: HOOD SHALL BE INSTALLED COMPLETE WITH FIRE SUPPRESSION SYSTEM AND SOLENOID VALVE AT FUEL LINE OF EQUIPMENT. AUTOMATIC FIRE EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO THE FUEL SOURCE & ARRANGED TO AUTOMATICALLY SHUTOFF EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED. SHUTOFF VALVES OR SWITCHES SHALL BE OF A TYPE THAT REQUIRES MANUAL OPERATION TO RESET. FIRE SUPPRESSION SYSTEM, INSTALLED BY G.C., SHALL BE CAPABLE OF SENDING AN ALARM SIGNAL TO THE MONITORING SERVICE WHEN ACTUATED. ALL SOLENOID VALVES, FUEL SHUTOFFS & EQUIPMENT INTERLOCKS AND SWITCHES SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. ALL REQUIRED OFFSETS FOR FLUE AND EXHAUST DUCTS BETWEEN OVEN AND ROOF PENETRATION TO BE MADE ABOVE FINISHED CEILING. FIRE SUPPRESSION SYSTEM SHALL NOT RUN HORIZONTALLY WITHIN EXPOSED HOOD CAPTURE CAVITY. ALL ANSUL /INTERLOCKS AND ASSOCIATED WIRING (SHUNT TRIP BREAKERS OR RELAYS) ARE THE RESPONSIBILITY OF MECHANICAL CONTRACTOR. 11 S — 5 Rotisserie Oven Hood 8c Exhaust Fan Detail SCALE: NONE 3 2' 78' 40" MIN HINGE y g 9' MIN - END ELEVATION ® FIELD CONNECTION 1 WALL 0 l 0 -�` 18 " 137" HOOD PLAN VIEW f — EXHAUST FAN. SEE DETAIL VENTED CURB 16x16 16 GA. BLACK STEEL. ALL SEAMS & JOINTS WELDED BY M.C. AUTOMAN TANK FOR ANSUL SYSTEM MOUNT ABOVE CEILING. 16" U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS. SLOPED GREASE DRAIN WITH REMOVABLE CUP. ROTISSERIE OVEN ADJACENT HOOD CO BIRD SCREEN FAN BASE CURB SEE SCHEDULE FOR PROVIDER BACK DRAFT DAMPER -- ROOF EXHAUST FAN SCALE: NONE 1 -1/2" X 1 -1/2" X 1/8" REFRIGERATION PANEL NOTE: MECHANICAL CONTRACTOR SHALL INSTALL EXHAUST GRILLE WITH REMOVABLE SCREWS FOR OWNER TO TAKE OFF FOR CLEANING. SCALE: NONE . ..:=:: iii=d1M11111 NOM /— CENTRIFUGAL EXHAUST / FAN, SEE SCHEDULE ti TITUS EXHAUST GRILLE 8" MIN SHEET METAL EXHAUST DUCT UNLESS OTHERWISE NOTED ON PLANS ALUMINUM DUCT, SIZE PER PLAN REFRIGERATION BOX CEILING DUCT THRU MEAT /DELI CEILING INSULATE EXHAUST DUCT UP THROUGH ROOF INSULATION ALUMINUM DUCT, SIZE PER PLAN 1 -1/2" X 1 -1/2" X 1/8" MIN. 40" DISCHARGE REFRIGERATION PANEL EXHAUST GRILLE HINGE FOR FILTER ACCESS NOTE: MECHANICAL CONTRACTOR SHALL INSTALL GRILLE WITH REMOVABLE SCREWS FOR OWNER TO TAKE OFF FOR CLEANING. D ISHROOM TRANSFER DUCT DETAIL \ 1 SCALE: NONE 1/16" STAINLESS STEEL WIRE ROPE TO ALLOW FAN TO OPEN TO 90' SEE SCHEDULE FOR MINIMUM REQUIRED CURB HEIGHT AND SUPPLIER FAN BASE PROVIDE HASP WITH COTTER PIN TO SECURE OPEN END OF HINGED FAN (TYP OF 2) NOTE: GREASE TRAP, HINGE KIT, AND MINIMUM 40" DISCHARGE FROM ROOF DECK FOR UL 762 FANS ONLY. SCALE: NONE TITUS EXHAUST GRILLE ROOF EXHAUST FAN ROO INSULATE DUCT UP THROUGH CEILING 1" FILTER FRAME 1/4" PUROLATOR A5SS304 FILTER SUPPLIED BY M.C. INSULATION LOCATE INFRONT OF SINK REFRIGERATION BOX CEILING 1/4 TURN SCREW CENTRIFUGAL EXHAUST FAN, SEE SCHEDULE FLOATING HINGE VENTED CURB FOR TYPE I HOOD EXHAUST GREASE TROUGH DUCT MATERIAL PER OTHER DETAIL EXTEND DUCT UP TO FAN INLET AND EXTERIOR BASE OF TOP CURB ROOF DECK HVAC LE GE D 24/48 k r- / m VI/ 0 CONT. TYP. CFM DB DG WB MBH ESP EG RG CD RA SA CDF RGF CDFP RGFP CO VD MBS M.0 G.0 AIR DUCT - FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER SQUARE TO ROUND DUCT TRANSITION FIRE DAMPER (FD) CONDENSATE DRAIN AIR CONDITIONER #1 THERMOSTAT THERMOSTAT (W /LOCKING COVER) SENSOR HUMIDISTAT CARBON DIOXIDE CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE DOOR GRILLE WET BULB TEMPERATURE 1,000 BRITISH THERMAL UNITS /HR. EXTERNAL STATIC PRESSURE EXHAUST GRILLE RETURN GRILLE CEILING DIFFUSER RETURN AIR SUPPLY AIR CEILING DIFFUSER WITH FIRE DAMPER RETURN GRILLE WITH FIRE DAMPER CEILING DIFFUSER FOOD PREPARATION RETURN GRILLE FOOD PREPARATION CLEAN OUT VOLUME DAMPER METAL BUILDING SUPPLIER MECHANICAL CONTRACTOR GENERAL CONTRACTOR RECEIVED DEC 10 2888 PERMIT CENTE z 1- z 0 w 0 w 0 � z w 1 0 w o= 0r w CY V) Q0 0 0 0 cn z :w w � m � i • x 0 E z a. � U I 01 0 � 0 I — LJ- 0it I- d z Z o REF. DRAIN SIZE WALL FLASHING DETERGENT PKG. BY OTHERS 3/4" H &CW TC THIS FAUCET \.,_,, I D -4 4" • • D -7 2" ® D -3 D -4 _ =14 D -7 3" REF. DRAIN SIZE 0 D -3 2" D -4 4" D -7 2" ® D -3 D -4 3" 4" D -7 3" 0 . Ln 0 0 0 0 0 0 0 0 0 0 0 0 0 c� SLOPE FLOOR 1% FOR A DIAM. OF 8' -0 ". TRAP PRIMER CONNECTION -' 3" OUTLET 3" P -TRAP INCREASE P -TRAP & TRAP ARM TO 4" WHEN CONNECTED TO CWV. FLOOR DRAIN TYPE D -1 SCALE: NONE 36" SCALE: NONE SCALE: NONE OFFSET TO TRENCH DRAIN 2X4 BLOCKING HAND SINK E -1, F-4 O PIPING WITHIN WALL ELEVATION ELEVATION CHICKEN PREP SINK E -16 SCALE: NONE PLAN VIEW 1/2" y I N WALL ROTISS OVENS © FLOOR SINK 7 - CEILING ( , FLOOR (TD -# ) TRENCH DRAIN SEE PLAN FOR LOCATION SIDE ELEVATION FIN. FLOOR SINK FURNISHED WITH: GOOSENECK SPOUT KNEE OR FOOT VALVES 1-1/2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL PLUMBING ROUGH IN: QA 1/2"HW WALL STOP 0 +16" NOTE: OVEN DRAIN PIPE AND VENTING SUPPLIED AND INSTALLED BY OVEN VENDOR. M.C. TO PROVIDE OFFSET TO INDIRECT WASTE AS REQUIRED COORDINATE WITH OVEN INSTALLER SINK FURNISHED WITH: OVEN INDIRECT WASTE CONNECTION CONCRETE FLOOR TOPPING PER ARCH. DWG'S P TRAP & TRAP ARM 1 /2 "CW WALL STOP 0 +16" 1-1/2" WASTE 0 20" MC TO PROVIDE SYMMONS 4 -10 MIXING VALVE TO REDUCE WATER TEMPERATURE TO 110' F ON ALL HAND SINKS LOCATED IN THE DELI, MEAT, ROTISS AND BAKERY LEVER WASTES PLUMBING ROUGH IN: AO 1/2" HW WALL STOP 0 +16" ® 1/2" CW WALL STOP © +16" © W/ OR W/0 DRAIN BOARD(SEE PLAN) © 1/2" TEMPERED WATER HB -2 0 +16" FOR DETERGENT PKG. 0 VISU -TEMP MIXING VALVE 0 +76" M.0 TO PROVIDE WARNING SIGN ABOVE SPLASHGUARD READING "CAUTION! 140T HOT WATER" FINISH FLOOR —N DISPLAY CASE L J LOOR SINK HALF EXPOSED ELEVATION FLOOR SINK D-3, D-4, D-7 SCALE: NONE WALL 1' -2" 2' -2" 1' -2" 9 „ COUNTER FLASHING SLEEVE METAL ROOF VENT THRU ROOF SCALE: NONE SIDE ELEVATION ROTISSERIE OVEN PIPING DETAIL SCALE: NONE SCALE: NONE 24" MIN FOR DRAINS REQUIRING BLOCK OUT SEE PLAN FOR LOCATION GAS & WATER SIZED PER PLAN CONCEALED IN WALL DIRT LEG FLEXIBLE GAS LINE (TYP.) FLEXIBLE WATER LINE (TYP.) 1/8 C.I. BEND LONG SWEEPS\ ELBOW TO EXTEND UP TO FINISHED FLOOR 45' SANITARY 'Y' TO OFFSET CLEANOUT LOCATION OUT OF DRIVE AISLES OUTLET SIZE MECHANICAL GAS SHUTOFF VALVE ACTUATED BY ANSUL SYSTEM VALVE LOCATED ABOVE CEILING IN ACCESSIBLE LOCATION ABOVE COOLER BOX. (TYP. OF 2) N.O.: NORMALLY OPEN VALVE TO PROVIDE CW TO COMBI OVEN, BUT WILL BE CLOSED IF ROTISSERIE OVEN IS INSTALLED. N.C.: NORMALLY CLOSED VALVE BUT WILL BE OPEN IF ROTISSERIE OVEN IS INSTALLED. 3/4" CW � — Dfa SHUT OFF PROVIDE 1" MIN. AIR GAP (TYP.) PROVIDE OFFSET AS REQUIRED TO LOCATE DRAIN 1/2 EXPOSED COORDINATE WITH REFRIGERATION CONTRACTOR FOR FINAL LOCATION FLEXIBLE NEOPRENE FLASHING SLEEVE BY ROOFING CONTRACTOR RIM SET FLUSH VENT THRU ROOF TRAP & ARM SIZE (EXISTING 2"© CEILING DAYLIGHT DRAIN LINE TO TRENCH DRAIN CLEANOUT COVER REQUIRED TO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP - CLEAN POLISH AFTER INSTALLATION 6" MIN 3/4" HW 3/4" CW TO EACH OVEN CONCEALED IN WALL (TYP OF 2) 3/4" CW WALL FLOOR NOTE: DO NOT LOCATE FCO IN AISLES OFFSET CLEANOUS AS REQUIRED CLEANOUTS MAY BE LOCATED: - BELOW RACKS -TO EXIT DOOR PATH - WITHIN 18" OF REFRIGERATED CASE OR EXTERIOR WALL SALES FLOOR CLEAN OUT OFFSET DETAIL C3> 1 SANITARY SEWER MAIN ON SALE FLOOR. COORDINATE LOCATION TO AVOID STRUCTURAL FOOTINGS AND 45' CONE BELOW FOOTING 7 " COMBI OVENS 1: SCALE: FINISHED FLOOR CAST IRON LONG SWEEP 1/4 BEND OR CAST IRON COMB, "Y" & 1/8 BEND. INTERIOR FLOOR CLEANOUT SCALE: NONE SINK FURNISHED WITH: FAUCET LEVER WASTES PLUMBING ROUGH IN: ® 3/4" HW WALL STOP © +16" 3/4" CW WALL STOP 0 +16" © DRAIN BOARD (E -12 ONLY) ELEVATION TWO COMP. SINK E -12 NONE 1/2" H &CW BEHIND BACKSPLASH BY M.C. PROVIDE INDIVIDUA PRV FOR EACH OVEN SCREENED 180' VENT ABOVE ROOF (TYP.) SCALE: NONE PLAN Power Soak 3/4" H &CW BEHIND SINK WASTE MANIFOLD BY CONTRACTOR FLOOR SINK FLOOR SINK PROVIDE BACKFLOW PREVENTION AT WATER CONNECTION PER SCHEDULE (TYP.) L PLAN VIEW M.0 TO PROVIDE WARNING SIGN READING "CAUTION! 140T HOT WATER" M.0 TO PROVIDE WARNING SIGN ABOVE SPLASHGUARD READING "CAUTION! 140T HOT WATER" DIRECTION OF FLOW CAST IRON EXTENSION SAME SIZE AS SEWER UP TO 4" DIAMETER d=c INDIRECT DRAIN FLOOR SINK ELEVATION VIEW POWER SOAK SINK (E -23) CLEANOUT COVER REQUIRED TO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP N—t B BUILDING DRAIN SIZE PER PLANS 1 I A (NEW 1"© 2PS1) j SHUT OFF ROTATE VALVE TOWARD \ CONNECTION ON OVEN. FIELD VERIFY LOCATION OF OVEN CONNECTION. (TYP.) ROTISSERIE OVENS (TYP. OF 3) SINK FURNISHED WITH: - FAUCETS - LEVER WASTES PLUMBING ROUGH IN: OA 3/4" HW WALL STOP 0 +10" ©3/4" CW WALL STOP 0 +10" • © VISU -TEMP MIXING VALVE 0 +72" QD HB -2 0 +16" A.F.F. FOR DETERGENT PACKAGE 0 RUN 2" W. TO FLOOR SINK OF MANIFOLD 2" WASTE DAYLIGHT TO FLOOR SINK SURFACE MOUNTED HOSE BY VENDOR RIGHT WALL 1/2" HW TO EACH OVEN CONCEALED I N WALL (TYP OF 6) 1" GAS STUBBED OUT OF WALL (TYP OF 8) DIRT LEG 2 WASTE MANIFOLD BY CONTRACTOR - TYP. 2. PROVIDE 1" MIN. AIR GAP (TYP.) II7 INV.= 7.88 INV.= 7.25 INV.= 7.88 5 FLOW 89008 5 FLOW* 89008 1 INV.= 8.50 5 FLOW gJ 89007 5 FLOW 4. 89008 SCALE: NONE SCALE: NONE 0 0 0 SCALE: NONE 37" N/A 12" N/A 60" 24" 24" 22" N/A 20" 47" I ' INV.= 8.50 INV.= 8.50 TD -5 5 ' ¢ FLOW 89008 w/ -DB BOTTOM OUTLET 3" NO -HUB r 5 ' 'I END CAP (TYP. OF 2) I 89008 I INV.= 471 FLOW INV.= 8.50 W/ -DB 7.88 BOTTOM OUTLET 3" NO -HUB (TD -10 5' END CAP ¢ FLOW I�(TYP. OF 2) 89008 r INV.= w/ -DB 7.88 BOTTOM OUTLET 3" NO -HUB 37" 12" 24" 12" 66" 20" 24" 30" 24" 20" 55" 5' ¢ FLOW 89008 W/ -DB BOTTOM OUTLET 3" NO -HUB INV - W/ -DB 7.88 BOTTOM OUTLET 3" NO -HUB 15' 5 ' 89008 20' Z -890 X- SECTION 7" � 5 -1/2" 4 " 3" 3/4" HW M.0 TO PROVIDE WARNING SIGN READING "CAUTION! 140 °F HOT WATER" PROVIDE BACKFLOW PREVENTION ON WATER SUPPLY PER SCHEDULE FRONT ELEVATION SKEWER CLEANER DIMENSIONS MEAT PREP DISH PREP METCRAFT METCRAFT PS5325 PS5132 © 144" 166" 25' 5 ' FLOW* I 89008 I N NV.= 17 8.50 5 ' FLOW* 89008 ze (D1 8 .50 8.50 5 a FLOW 89008 (TD -15 W/ -RFS -GL GASKETS WILL ADD APPROX. 1/8" PER JOINT TO LENGTH OF ENTIRE RUN I END CAP I, OF 2) 4" MIN. 5' 89008 89007 5 ' ¢ FLOW 89008 (TD -20 INV.= 7.88 t 20" GRATE j -t- (1111,4111111 11 11 11 11 11 1101 DON 11111111 � II II II 1111 I1 I1 1111 11 1111 REMOVE (1) SECTION IN ROTISSERIE AREA TO ALLOW CLEAR SPACE FOR OVENS TO DRAIN. ;d\ FLOW SK- O6MA15 -12 SK-O6MA1 5-13 5 INV.= 7.25 END CAP (TYP. OF 2) 7 88 END CAP �(TYP. OF 2) INV.= ITOP ELEVATIONI GRATE REFERENCE CUTTING GRATE IS NOT NECESSARY INVERT SECTION 4 " MIN. VIEW TRAP & ARM TRENCH DRAIN TD -5, 10, 15, 20 & 25 (4) WALL / CEILING WALL BOX DRAIN HOOK 4" MIN ABOVE TOP OF UNIT SKEWER CLEANER SIDE ELEVATION TD -25 38" A.F.F. RECEIVED DEG 10 2000 PERMIT CENTER LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS E LITHONIA METALUX 2SPG432Al2.125- 120 /277- SSB - LP (TWO BALLASTS) VERIFY VOLTAGE IN FIELD 4- SYLVANIA F032 -835 * RECESS 126 PROVIDE ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. PROVIDE EARTHQUAKE CLIPS. \. Q 0 CO LC) 00 0 0 00 00 00 Li 00 0 0 E 0) rr 0 00 0) 0 0 0 0 0) 0 MDP -1 EE "EXISTING MEZZ. 2 - EN £ RGED PLAN" AREA OF WORK. SEE SHEET E -2 FOR POWER & LIGHTING PLAN. LEGEND a 0 O R 0 EL 1 1 1 1 s o $3 1 FIXTURE TYPE EXISTING HID LIGHTING FIXTURE REMOVE HID LIGHTING FIXTURE REMOVE OR RELOCATE FIXTURE ON EMERGENCY LIGHT CIRCUIT W /BATTERY BACK PACK FLUORESCENT LIGHT FIXTURE a SUB - LETTER INDICATES CONTROLLING SWITCH SUB - LETTER INDICATES CONTROLLING SWITCH, a CONTROLS OUTER LAMP(S) AND b CONTROLS INNER LAMP(S) SINGLE POLE SWITCH, +42" SUB - LETTER INDICATES FIXTURE CONTROLLED, +42" THREE POLE SWITCH, +42" DUPLEX RECEPTACLE, +18" OR AS NOTED ISOLATED GROUND DUPLEX RECEPTACLE, +18" OR AS NOTED ISOLATED GROUND FOUR -FLEX RECEPTACLE, +18" OR AS NOTED FOUR -PLEX RECEPTACLE, +18" OR AS NOTED Q JUNCTION BOX, SIZE AND TYPE PER CODE m SINGLE PLUG -IN RECEPTACLE, +18" MIN. OR AS NOTED MOTOR CONNECTION AS REQUIRED PUSH BUTTON, +42" 0 D' FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER D NON -FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER TELEPHONE OUTLET WITH 3/4" CONDUIT TO CEILING SPACE OR AS SHOWN CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS #� INDICATES WIRES AND CONDUIT OTHER THAN f12 1 /2 "C C - METALLIC CONDUIT, PVC - PLASTIC CONDUIT ISOLATED GROUND OR GROUND CONDUCTOR ( FLEXIBLE CONDUIT CONNECTION AS REQUIRED NEM BRANCH PANEL R REMOVE OR RELOCATE +48" INDICATES MOUNTING HEIGHT OF EQUIPMENT /OUTLET CENTER LINE ABOVE FINISH FLOOR E.C. ELECTRICAL CONTRACTOR M.C. MECHANICAL CONTRACTOR DC DROP CORD WP WEATHER PROOF EXISTIN G 2500 A CU BUS, 480/277V, 30, /- 100,000 A C V 100% RATED EXISTING 2500 A CU BUS, 480/277V, 30, 100,000 A C NIN., 100% RATED 1 EXISTING - 400A /3P c 350AF (LPJ) NEW 1-1/4"C #4 THW CU NEW #6 CU TO BLDG MAIN COLD WATER PIPE NOTES: * NO SUBSTITUTIONS ALLOWED. =X ® TP11 45 KVA l 480- 208/120V N C 2 4_#_1/0 & 1 #6 GND THW CU 1 /3P MAIN BKR NEW PANEL P11 0 EXISTING MDP 0 0 0 0 0 0 ST \G V EXISTING 100A /3P 70AF (LPJ)05 .D.P. -1 c=7 EXIST. cam EXIST. FEEDER FEEDER EXIST. PANEL HH =XIS \ G PA\ EXISTING EXISTING EXISTING EXISTING 100A/3P 100A/3P BKR BKR BKR BKR 100A/3P 200A/3P SPARE EXIST. PANEL FF NO SCALE EXISTING #3 /0 CU TO BLDG MAIN COLD WATER PIPE i-LL SD-1 MEZZ. 2 NEW PANEL P14 NEW 2-1/2"C & 1 #6 GND THW CL EXIST. PANEL AA EXISTING T2 225 KVA EXISTING 100A /3P BKR -X S EXISTING FEEDER 480- 208/120V EXISTING ((2) -4 "C 4 #600MCM THW CU EA EXISTING 800A /3P MAIN BREAKER EXIST. PANEL GO EXIST. PANEL KK \G V EXIST. PANEL D1 PARTIAL ONE LINE DIAGRAYI: .D.P. -2 EXISTING 800 A CU BUS, 208/120V, 30, 4W, 22,000AIC EXISTING EXISTING 1 25A/3P 100A /3P 70A/3P 100A /3P BKR BKR BKR BKR SPARE SPARE c7 EXIST. c) EXIST. c" EXIST. c7 EXIST. FEEDER FEEDER FEEDER FEEDER GENERAL NOTES 1. UNDERGROUND CONDUITS SHALL BE AT LEAST 24" BELOW SLAB. 2. MINIMUM WIRE & CONDUIT SIZE ARE #12 CU & 1/2 "C. TYP. 3. NO ALUMINUM WIRE ALLOWED. 4. ALL BREAKER AIC RATINGS TO MATCH PANEL AIC RATINGS. 5. ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PER THEIR LISTING OR LABELING. 6. APPLICABLE CODE: WSNREC 2006 AND LOCAL AMENDMENTS. 7. ALL EQUIPMENT AND ELECTRICAL DEVICES ARE PROVIDED BY GENERAL /ELECTRICAL CONTRACTOR THRU GRAYBAR UNLESS OTHERWISE NOTED: ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER TO THE OWNER'S AGENT DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING BUILDING DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. RELOCATE /REROUTE EXISTING ELECTRICAL DEVICES, FEEDERS THAT ARE NOT AFFECTED BY THE REMODEL AS REQUIRED. REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED NOT TO INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR OWNER'S NORMAL OPERATION AS REQUIRED. E.C. TO PROVIDE GROUND CONDUCTOR, SIZED PER NEC FOR ALL FEEDERS AS REQUIRED BY LOCAL CODE. H2 XFMR TSD1 SD -1 LCC -6 H8 P2' P3 LCC -5 EXISTING MEZZ. 2 - ENLARGED PLAN/, SCALE: 1/8" = 1' -0" PLAN NOTES: ® REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. ® E.0 TO REMOVE EXISTING HID LIGHT FIXTURE. EXTEND EXISTING FEEDER FOR CONTINUITY. DO NOT CUT FLEXIBLE WIRING. PROVIDE NEW FLEXIBLE WIRING AS REQUIRED. 0 E.C. TO REMOVE AND RELOCATE EXISTING HID LIGHT FIXTURE AS SHOWN. EXTEND EXISTING FEEDER TO NEW LOCATION. DO NOT CUT FLEXIBLE WIRING SYSTEM. PROVIDE NEW FLEXIBLE SYSTEM TO MATCH EXISTING, VERIFY CONDITIONS IN FIELD. E.C. TO REUSE A SPARE 200A /3P BREAKER FOR NEW PANEL P14 IN EXISTING SD -1 AS SHOWN. FIELD VERIFY EXISTING CONDITION AND SPARE AVAILABLE. NOTIFY ENGINEER IMMEDIATELY, IF THERE IS ANY DISCREPANCY. ® EXISTING TRANSFOMER TP11 & PANEL P11 TO BE REMOVED. E.C. HAS AN OPTION TO EXTEND EXISTING FEEDER TO NEW TRANSFORMER TP11 & PANEL P11 IF POSSIBLE. OTHERWISE, PROVIDE NEW FEEDER AS SHOWN. E.C. TO EXTEND EXISTING BRANCH CIRCUITS FEEDERS TO NEW PANEL. REPULL WIRES AS REQUIRED. PROVIDE NEW FUSES ON EXISTING 100A /3P SWITCH IN EXISTING MDP -1. © E.C. TO REMOVE EXISTING FLUORESCENT LIGHTS (TYP. OF 1 1) AND SWITCH IN DEMO AREA AS SHOWN. EXTEND EXISTING FEEDER FOR CONTINUITY. FIELD VERIFY EXISTING CONDITION. 0 REMOVED EXISTING WATER HEATER AND REPLACED WITH NEW WH -1 & WH -2 WITH A NEW CIRCULATION PUMP & TIME CLOCK BY M.C., E.C. PROVIDES A NEW SWITCH FOR THE NEW PUMP AND MAKE ALL CONNECTIONS. REUSE EXISTING CIRCUIT IN EXISTING PANEL P10. FIELD VERIFY EXISTING CONDITION. ® E.C. TO REMOVE AND RELOCATE EXISTING DROP CORDS. PROVIDE NEW DROP CORDS PER DETAIL 3/E -2 IF EXISTING DROP CORDS DOES NOT MATCH NEW DETAIL. REUSE EXISTING CIRCUITS. EXTEND WIRES & CONDUITS TO NEW LOCATION. REPULL WIRES AS REQUIRED. FIELD VERIFY. I I 1 B DC DC iii SCALE: 1/16" = 1' -0" DC PARTIAL FLOOR PLAN X x o 0 0 NEW WH -1 & WH -2, W /CIR ULATION PUMP & TIME CLOC BY M.C., E.C. PROVIDE SWITC & MAKE ALL CONN CTIONS 0/43 0 I ' x. fiJ NEW TRANSFORMER TR- -1 NEW PANEL NEW PANEL -P -1- O 0 TRANE E 0 L X 0 0 EXISTING PANEL P100 0 0 X X 0 0 X 0 . ECE VEP DEC 10 2008 PERMIT CENTEI W J O Z Z 0 W W _ O 0 0 I-- U Z W O Z 0 0 U (!1 W m � Q 0 O I— 0_ Z c- W � W U F 0 D N O T 1 1_- LL Oct F— 0_ Ct 0 Z ZO O \. Q ,./\ _ - , _ _ .a.., v, Nry y vv ■ Iry 11 1 i 0 CO LC) 00 0 0 00 00 00 Li 00 0 0 E 0) rr 0 00 0) 0 0 0 0 0) 0 MDP -1 EE "EXISTING MEZZ. 2 - EN £ RGED PLAN" AREA OF WORK. SEE SHEET E -2 FOR POWER & LIGHTING PLAN. LEGEND a 0 O R 0 EL 1 1 1 1 s o $3 1 FIXTURE TYPE EXISTING HID LIGHTING FIXTURE REMOVE HID LIGHTING FIXTURE REMOVE OR RELOCATE FIXTURE ON EMERGENCY LIGHT CIRCUIT W /BATTERY BACK PACK FLUORESCENT LIGHT FIXTURE a SUB - LETTER INDICATES CONTROLLING SWITCH SUB - LETTER INDICATES CONTROLLING SWITCH, a CONTROLS OUTER LAMP(S) AND b CONTROLS INNER LAMP(S) SINGLE POLE SWITCH, +42" SUB - LETTER INDICATES FIXTURE CONTROLLED, +42" THREE POLE SWITCH, +42" DUPLEX RECEPTACLE, +18" OR AS NOTED ISOLATED GROUND DUPLEX RECEPTACLE, +18" OR AS NOTED ISOLATED GROUND FOUR -FLEX RECEPTACLE, +18" OR AS NOTED FOUR -PLEX RECEPTACLE, +18" OR AS NOTED Q JUNCTION BOX, SIZE AND TYPE PER CODE m SINGLE PLUG -IN RECEPTACLE, +18" MIN. OR AS NOTED MOTOR CONNECTION AS REQUIRED PUSH BUTTON, +42" 0 D' FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER D NON -FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER TELEPHONE OUTLET WITH 3/4" CONDUIT TO CEILING SPACE OR AS SHOWN CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS #� INDICATES WIRES AND CONDUIT OTHER THAN f12 1 /2 "C C - METALLIC CONDUIT, PVC - PLASTIC CONDUIT ISOLATED GROUND OR GROUND CONDUCTOR ( FLEXIBLE CONDUIT CONNECTION AS REQUIRED NEM BRANCH PANEL R REMOVE OR RELOCATE +48" INDICATES MOUNTING HEIGHT OF EQUIPMENT /OUTLET CENTER LINE ABOVE FINISH FLOOR E.C. ELECTRICAL CONTRACTOR M.C. MECHANICAL CONTRACTOR DC DROP CORD WP WEATHER PROOF EXISTIN G 2500 A CU BUS, 480/277V, 30, /- 100,000 A C V 100% RATED EXISTING 2500 A CU BUS, 480/277V, 30, 100,000 A C NIN., 100% RATED 1 EXISTING - 400A /3P c 350AF (LPJ) NEW 1-1/4"C #4 THW CU NEW #6 CU TO BLDG MAIN COLD WATER PIPE NOTES: * NO SUBSTITUTIONS ALLOWED. =X ® TP11 45 KVA l 480- 208/120V N C 2 4_#_1/0 & 1 #6 GND THW CU 1 /3P MAIN BKR NEW PANEL P11 0 EXISTING MDP 0 0 0 0 0 0 ST \G V EXISTING 100A /3P 70AF (LPJ)05 .D.P. -1 c=7 EXIST. cam EXIST. FEEDER FEEDER EXIST. PANEL HH =XIS \ G PA\ EXISTING EXISTING EXISTING EXISTING 100A/3P 100A/3P BKR BKR BKR BKR 100A/3P 200A/3P SPARE EXIST. PANEL FF NO SCALE EXISTING #3 /0 CU TO BLDG MAIN COLD WATER PIPE i-LL SD-1 MEZZ. 2 NEW PANEL P14 NEW 2-1/2"C & 1 #6 GND THW CL EXIST. PANEL AA EXISTING T2 225 KVA EXISTING 100A /3P BKR -X S EXISTING FEEDER 480- 208/120V EXISTING ((2) -4 "C 4 #600MCM THW CU EA EXISTING 800A /3P MAIN BREAKER EXIST. PANEL GO EXIST. PANEL KK \G V EXIST. PANEL D1 PARTIAL ONE LINE DIAGRAYI: .D.P. -2 EXISTING 800 A CU BUS, 208/120V, 30, 4W, 22,000AIC EXISTING EXISTING 1 25A/3P 100A /3P 70A/3P 100A /3P BKR BKR BKR BKR SPARE SPARE c7 EXIST. c) EXIST. c" EXIST. c7 EXIST. FEEDER FEEDER FEEDER FEEDER GENERAL NOTES 1. UNDERGROUND CONDUITS SHALL BE AT LEAST 24" BELOW SLAB. 2. MINIMUM WIRE & CONDUIT SIZE ARE #12 CU & 1/2 "C. TYP. 3. NO ALUMINUM WIRE ALLOWED. 4. ALL BREAKER AIC RATINGS TO MATCH PANEL AIC RATINGS. 5. ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PER THEIR LISTING OR LABELING. 6. APPLICABLE CODE: WSNREC 2006 AND LOCAL AMENDMENTS. 7. ALL EQUIPMENT AND ELECTRICAL DEVICES ARE PROVIDED BY GENERAL /ELECTRICAL CONTRACTOR THRU GRAYBAR UNLESS OTHERWISE NOTED: ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER TO THE OWNER'S AGENT DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING BUILDING DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. RELOCATE /REROUTE EXISTING ELECTRICAL DEVICES, FEEDERS THAT ARE NOT AFFECTED BY THE REMODEL AS REQUIRED. REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED NOT TO INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR OWNER'S NORMAL OPERATION AS REQUIRED. E.C. TO PROVIDE GROUND CONDUCTOR, SIZED PER NEC FOR ALL FEEDERS AS REQUIRED BY LOCAL CODE. H2 XFMR TSD1 SD -1 LCC -6 H8 P2' P3 LCC -5 EXISTING MEZZ. 2 - ENLARGED PLAN/, SCALE: 1/8" = 1' -0" PLAN NOTES: ® REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. ® E.0 TO REMOVE EXISTING HID LIGHT FIXTURE. EXTEND EXISTING FEEDER FOR CONTINUITY. DO NOT CUT FLEXIBLE WIRING. PROVIDE NEW FLEXIBLE WIRING AS REQUIRED. 0 E.C. TO REMOVE AND RELOCATE EXISTING HID LIGHT FIXTURE AS SHOWN. EXTEND EXISTING FEEDER TO NEW LOCATION. DO NOT CUT FLEXIBLE WIRING SYSTEM. PROVIDE NEW FLEXIBLE SYSTEM TO MATCH EXISTING, VERIFY CONDITIONS IN FIELD. E.C. TO REUSE A SPARE 200A /3P BREAKER FOR NEW PANEL P14 IN EXISTING SD -1 AS SHOWN. FIELD VERIFY EXISTING CONDITION AND SPARE AVAILABLE. NOTIFY ENGINEER IMMEDIATELY, IF THERE IS ANY DISCREPANCY. ® EXISTING TRANSFOMER TP11 & PANEL P11 TO BE REMOVED. E.C. HAS AN OPTION TO EXTEND EXISTING FEEDER TO NEW TRANSFORMER TP11 & PANEL P11 IF POSSIBLE. OTHERWISE, PROVIDE NEW FEEDER AS SHOWN. E.C. TO EXTEND EXISTING BRANCH CIRCUITS FEEDERS TO NEW PANEL. REPULL WIRES AS REQUIRED. PROVIDE NEW FUSES ON EXISTING 100A /3P SWITCH IN EXISTING MDP -1. © E.C. TO REMOVE EXISTING FLUORESCENT LIGHTS (TYP. OF 1 1) AND SWITCH IN DEMO AREA AS SHOWN. EXTEND EXISTING FEEDER FOR CONTINUITY. FIELD VERIFY EXISTING CONDITION. 0 REMOVED EXISTING WATER HEATER AND REPLACED WITH NEW WH -1 & WH -2 WITH A NEW CIRCULATION PUMP & TIME CLOCK BY M.C., E.C. PROVIDES A NEW SWITCH FOR THE NEW PUMP AND MAKE ALL CONNECTIONS. REUSE EXISTING CIRCUIT IN EXISTING PANEL P10. FIELD VERIFY EXISTING CONDITION. ® E.C. TO REMOVE AND RELOCATE EXISTING DROP CORDS. PROVIDE NEW DROP CORDS PER DETAIL 3/E -2 IF EXISTING DROP CORDS DOES NOT MATCH NEW DETAIL. REUSE EXISTING CIRCUITS. EXTEND WIRES & CONDUITS TO NEW LOCATION. REPULL WIRES AS REQUIRED. FIELD VERIFY. I I 1 B DC DC iii SCALE: 1/16" = 1' -0" DC PARTIAL FLOOR PLAN X x o 0 0 NEW WH -1 & WH -2, W /CIR ULATION PUMP & TIME CLOC BY M.C., E.C. PROVIDE SWITC & MAKE ALL CONN CTIONS 0/43 0 I ' x. fiJ NEW TRANSFORMER TR- -1 NEW PANEL NEW PANEL -P -1- O 0 TRANE E 0 L X 0 0 EXISTING PANEL P100 0 0 X X 0 0 X 0 . ECE VEP DEC 10 2008 PERMIT CENTEI W J O Z Z 0 W W _ O 0 0 I-- U Z W O Z 0 0 U (!1 W m � Q 0 O I— 0_ Z c- W � W U F 0 D N O T 1 1_- LL Oct F— 0_ Ct 0 Z ZO O PANEL: H1 480 / 277 VOLTS 3 PHASE 4 WIRE 400 A CU BUS M.L.O. EXISTING A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE SUPPLY LIGHTING 2.73 IRINOX BLAST CHILLER 208V, 30, 15.5A WATERPROOF DROP CORDS 6' -6" AFF 20A /3P DEDICATED CIRCUIT & GROUND. SEE NOTE 20/1 20/1 1 3 2 4 20/1 20/1 2.28 2.28 0 1 SALES LIGHTING SALES LIGHTING SUPPLY LIGHTING 3.19 OUTLET 6' -6" A.F.F. SUPPLY LIGHTING TOLEDO DELI SCALE & PRINTER 20A/1 P, DROP CORD SINGLE ISOLATED GROUND 3.64 20/1 5 6 20/1 GROUND. (FOR ROTISSERIE UNIT: CONNECT TO HOT = 2.28 SALES LIGHTING SUPPLY LIGHTING 2.73 50A /3P WALL MOUNTED OUTLETS +36" & +60" A.F.F. 20/1 20/1 7 8 20/1 20A/1P WALL MOUNTED DUPLEX 4.77 120V, 10, 7.5A EA. SPARE SUPPLY LIGHTING 7 2.28 4) 20/1 9 10 20/1 30A /3P DISCONNECT, 15A FUSED = 208V, 30, 1 -1 /2HP SPARE SUPPLY LIGHTING SKEWER CLEANING SINK NEMA -4 MANUAL STARTER. MOUNT AT 1.82 20/1 11 12 20/1 NEMA -4 MANUAL STARTER. MOUNT AT 460V, 30, 1 1.6A SPARE SPARE 11 12 - -- 20/1 13 14 SHUNT TRIP BREAKER SHUNT TRIP BREAKER 0.67 Elmo EMERGENCY LIGHTING 13 0.50 20/1 20/1 15 16 40/3 ROTISSERIE PREP LIGHTS(M4) 4.77 PRESSURE BOOST SYSTEM SPARE 15 16 - -- 20/1 17 18 SHUNT TRIP BREAKER CO 4.77 SUPPLY LIGHTING 0.50 18 20/1 20/1 19 20 ROTISSERIE PREP DROP CORD * ** ISLAND FAN SYS 30 (E) 4.77 SUPPLY LIGHTING 19 2.00 20/1 20/1 21 22 20/3 SHUNT TRIP BREAKER 0.61 POPCORN EF SPARE 21 22 30/2 20/1 23 24 SPACE HOOD LIGHTS & RECEPT. 0.50 SPARE 23 24 20/1 25 26 SPACE 10.00 0.50 SUPPLY LIGHTING 25 2.00 20/1 20/1 27 28 45/3 SPARE 10.00 0.72 SUBFEED T14 & P14 ROTISSERIE LIGHTING * 27 28 3.28 20/1 29 30 SPACE SPARE 10.00 0.61 20/1 3.21 30 20/1 31 32 SPACE 3.21 1.92 1.62 2.08 SKEWER CLEANING SINK * 31 3.21 20/1 15/3 33 34 15/3 SPARE 3.21 1.92 POWER SOAK SINK * 20/1 33 34 3.21 35 36 SPACE SPACE 3.21 0.72 20/1 5.00 36 20/1 20/1 50/2 1.92 37 38 SPACE 10.00 0.61 ISLAND OUTLET (E) SUBFEED TC 37 5.00 25/3 39 40 45/3 SPACE 10.00 SUBFEED T1 42 39 40 5.00 3.87 41 42 SPACE SPACE 9.28 10.00 7.50 SECTION 2 OF 2 41 HUSSMANN LIGHTING 3.19 54.15 KVA 150 A 20/1 43 44 20/1 3.19 11.36 13.16 KVA 11.76 KVA 12.46 KVA HUSSMANN LIGHTING HUSSMANN LIGHTING 1.10 3.19 TOTAL CONNECTED LOAD 20/1 45 46 20/1 3.19 HUSSMANN LIGHTING HUSSMANN LIGHTING 3.19 20/1 47 48 20/1 3.19 HUSSMANN LIGHTING HUSSMANN LIGHTING 3.19 20/1 49 50 20/1 3.19 HUSSMANN LIGHTING HUSSMANN LIGHTING 3.19 20/1 51 52 1.44 HUSSMANN LIGHTING 3.19 20/1 53 54 15/3 1.44 POS FREEZER #2 FAN (4,5) HUSSMANN LIGHTING 3.19 20/1 55 56 1.44 HUSSMANN LIGHTING 3.19 20/1 57 58 1.44 HUSSMANN LIGHTING 3.19 20/1 20/1 59 61 60 62 15/3 1.44 1.44 POS FREEZER #2 FAN (30,31) HUSSMANN LIGHTING 3.19 HUSSMANN LIGHTING 3.19 20/1 63 64 15/2 1.30 POS FREEZER DRAIN PAN (4,5) HUSSMANN LIGHTING 3.19 20/1 65 66 1.30 HUSSMANN LIGHTING 3.19 20/1 67 68 15/2 1.30 POS FREEZER DRAIN PAN (30,31) HUSSMANN LIGHTING 3.19 20/1 69 70 1.30 HUSSMANN LIGHTING 3.19 20/1 71 72 0.75 HUSSMANN LIGHTING 3.19 20/1 73 74 15/3 0.75 COLD ZONE AIR CURTAIN HUSSMANN LIGHTING 3.19 20/1 75 76 0.75 HUSSMANN LIGHTING 3.19 20/1 77 78 20/1 SPARE SPARE 20/1 79 80 20/1 SPARE SPARE 20/1 81 82 20/1 SPARE SPARE 20/1 83 84 20/1 SPARE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 33.31 37.32 36.09 70.11 KVA 72.23 KVA 69.7 KVA 36.80 34.91 33.61 TOTAL CONNECTED LOAD 212.04 KVA 255 A DELI 8c ROTISSERIE EQUIPMENT LIST (ALL OUTLETS, J- BOXES, DISCONNECTS, ETC... IN DELI SHALL BE WATERTIGHT TYPE.) NUMBER: DESCRIPTION: REMARKS: C BKR. CKT.CKT. NO. NO. 51 BIRO KSB -180 KNIFE SANITIZER BOX 20A/1P, DROP CORD DUPLEX C 115V, 10, 1500W RECEPT 6' -6" A.F.F. 40 IRINOX BLAST CHILLER 208V, 30, 15.5A WATERPROOF DROP CORDS 6' -6" AFF 20A /3P DEDICATED CIRCUIT & GROUND. SEE NOTE 20/1 1 HBL420P9W PLUG W/PC3420 CAP WITH 20/1 0.90 HBL420C9W CONNECTOR (RECEPTACLE) 0 1 BIRO MEAT TENDERIZER 20A/1P, DROP CORD SINGLE 1.32 OUTLET 6' -6" A.F.F. 69 TOLEDO DELI SCALE & PRINTER 20A/1 P, DROP CORD SINGLE ISOLATED GROUND - -- 1 15V, 10 OUTLET. 6 -6" A.F.F. DEDICATED CIRCUIT & = SHUNT TRIP BREAKER GROUND. (FOR ROTISSERIE UNIT: CONNECT TO HOT = 23.63 KVA CASE RECEPTACLE) ® ELOMA COMBI OVEN STACKED 6- 11/6 -11 50A /3P WALL MOUNTED OUTLETS +36" & +60" A.F.F. 20/1 208V, 30, 14.3KW PROVIDE CORD AND PLUG t INFERNO OVEN 20A/1P WALL MOUNTED DUPLEX 4.77 120V, 10, 7.5A EA. OUTLET. +36" & +60" A.F.F. 20/1 7 DUPLEX TELEPHONE OUTLET +48" A.F.F. 4) HARDT, MERCHANDISER HOT CASE (ZONE 8) 208V, 10, 7700 W 50A /2P, DIRECT WIRING 76 CHICKEN ROTISSERIES OVEN HOOD 30A /3P DISCONNECT, 15A FUSED = 208V, 30, 1 -1 /2HP EXISTING MAIN SERVICE SIZE 2500A © 480V, 3P, 4 -WIRE 84 SKEWER CLEANING SINK NEMA -4 MANUAL STARTER. MOUNT AT 20/1 460V, 30, 1 1.6A 48" A.F.F. 85 POWER SOAK SYSTEM NEMA -4 MANUAL STARTER. MOUNT AT 460V, 30, 1 1.6A 48" A.F.F. PANEL: P11 208 / 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS W/ 150A/3P MAIN BKR 10000 A.I.C. MIN. NEW TOP FEED SURFACE MOUNT SQ -D NQOD CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE DELI PREP (B21) FAN 1.32 1636.25 A ADDED LOADS: 20/1 1 2 20/1 0.90 RECEPTACLES = HARDT OVEN #72 ** EF -11 & 12 1.32 EXHAUST FANS 20/3 3 4 - -- 19.26 KVA 1.20 = SHUNT TRIP BREAKER DELI WALK -IN LIGHTS (M4) = 23.63 KVA 1.32 20/1 5 6 20/1 74.49 KVA 0.90 HARDT OVEN #72 ** DELI COOLER FAN (C41) 4.77 1359.72 KVA ADDED LOAD LISTED ABOVE 20/1 7 8 - -- 1.20 TOTAL CONNECTED LOAD = SHUNT TRIP BREAKER COMBI OVEN ** = 4.77 EXISTING MAIN SERVICE SIZE 2500A © 480V, 3P, 4 -WIRE 50/3 9 10 20/1 r•. 0.90 r•. r•. HARDT OVEN #72 ** DELI COOLER LIGHTS (M4) 4.77 20/1 11 12 - -- 1.20 SHUNT TRIP BREAKER SHUNT TRIP BREAKER 0.67 Elmo - -- 13 14 20/1 0.90 F HARDT OVEN #72 ** ROTISSERIE PREP LIGHTS(M4) 4.77 20/1 15 16 - -- 1.50 SHUNT TRIP BREAKER CO 4.77 50/3 17 18 20/1 0.20 ROTISSERIE PREP DROP CORD * ** ISLAND FAN SYS 30 (E) 4.77 20/1 19 20 20/1 1.00 SPACE SHUNT TRIP BREAKER 0.61 - -- 21 22 30/2 1.50 SPACE HOOD LIGHTS & RECEPT. 0.50 20/1 23 24 1.50 SPACE AN 0.50 20/1 25 26 20/1 0.98 SPACE SPARE 0.72 20/1 27 28 20/1 0.50 SPACE SPARE 0.61 20/1 29 30 20/1 0.18 SPACE SPARE 1.92 1.62 2.08 20/1 31 32 20/1 0.20 TOTAL CONNECTED LOAD 8.1 KVA SPACE SPARE 1.92 20/1 33 34 20/1 SPACE SPACE 0.72 20/1 35 36 20/1 20/1 50/2 1.92 3.87 SPACE SPACE 0.61 ISLAND OUTLET (E) 37 38 39 40 ISLAND OUTLET (E) SPACE SPACE 1.92 41 42 39 40 3.87 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) SPACE SPACE 9.28 15.98 KVA 19.02 KVA 19.15 KVA 7.50 9.77 41 42 TOTAL CONNECTED LOAD 54.15 KVA 150 A SPACE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 11.36 10.86 11.36 13.16 KVA 11.76 KVA 12.46 KVA 1.80 0.90 1.10 TOTAL CONNECTED LOAD 37.38 KVA 103 A PANEL: P14 208 / 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS M.L.O. 10000 A.I.C. MIN. NEW TOP FEED SURFACE MOUNT SQ -D NQOD CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE DELI PREP (B21) FAN 0.94 1636.25 A ADDED LOADS: 20/1 1 2 15/1 1.20 RECEPTACLES = SPARE DELI WALK -IN LIGHTS (M4) 1.32 EXHAUST FANS 20/1 3 4 20/3 19.26 KVA 1.20 = BLAST CHILLER HCM 141 -50 DELI WALK -IN LIGHTS (M4) = 23.63 KVA 1.06 20/1 5 6 15/1 74.49 KVA 1.20 RECEPTACLES DELI COOLER FAN (C41) 1.70 1359.72 KVA ADDED LOAD LISTED ABOVE 20/1 7 8 15/1 1.20 TOTAL CONNECTED LOAD = RECEPTACLES DELI COOLER FAN (C41) = 1.70 EXISTING MAIN SERVICE SIZE 2500A © 480V, 3P, 4 -WIRE 20/1 9 10 20/3 r•. 1.20 r•. r•. FUTURE. BLAST CHILLER DELI COOLER LIGHTS (M4) 1.85 20/1 11 12 15/1 1.20 RECEIVING DESK ROTISSERIE PREP FAN (C33) 0.67 Elmo 20/1 13 14 20/1 1.00 F FIRE SUPRESSION CONTROL RELAY ROTISSERIE PREP LIGHTS(M4) 1.06 20/1 15 16 20/1 1.50 KNIFE SANITIZER #51 ** S/D (C34) 1.20 20/1 17 18 20/1 1.92 MEAT ISLAND & RECEPT.(E) ISLAND FAN SYS 30 (E) 0.72 20/1 19 20 20/1 1.00 RELAYS (E) ISLAND LIGHT SYS 30 (E) 0.61 20/1 21 22 30/2 1.50 DROP CORD 12' S. OF ISLAND (E) ISLAND OUTLET (E) 1.92 20/1 23 24 1.50 SPACE ISLAND OUTLET (E) 1.92 20/1 25 26 20/1 0.98 DELI TENDERIZER #67 ** ISLAND FAN SYS 29 (E) 0.72 20/1 27 28 20/1 0.50 EF -7 ISLAND LIGHT SYS 29 (E) 0.61 20/1 29 30 20/1 0.18 ROOF RECEPTACLE (E) ISLAND OUTLET (E) 1.92 1.62 2.08 20/1 31 32 20/1 0.20 TOTAL CONNECTED LOAD 8.1 KVA TRANE EF CONTROL ISLAND OUTLET (E) 1.92 20/1 33 34 20/1 SPARE ISLAND FAN SYS 28 (E) 0.72 20/1 35 37 36 38 20/1 20/1 50/2 1.92 3.87 SPARE MEAT ISLAND & RECAP (E) HOT CASE #75 ISLAND LIGHT SYS 28 (E) 0.61 ISLAND OUTLET (E) 1.92 39 40 ISLAND OUTLET (E) 1.92 41 42 3.87 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 8.48 9.25 9.28 15.98 KVA 19.02 KVA 19.15 KVA 7.50 9.77 9.87 TOTAL CONNECTED LOAD 54.15 KVA 150 A PANEL: C1 208 / 120 VOLTS 3 PHASE 4 WIRE 100 A CU BUS W/ 50A /3P MCB EXISTING A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE RECEPTACLES 0.36 1636.25 A ADDED LOADS: 15/1 1 2 15/1 3.28 KVA RECEPTACLES = SPARE RECEPTACLES 0.36 EXHAUST FANS 15/1 3 4 15/1 19.26 KVA 0.36 = RECEPTACLES RECEPTACLES = 23.63 KVA 0.36 15/1 5 6 15/1 74.49 KVA 0.36 RECEPTACLES RECEPTACLES 0.36 1359.72 KVA ADDED LOAD LISTED ABOVE 15/1 7 8 15/1 0.36 TOTAL CONNECTED LOAD = RECEPTACLES RECEPTACLES = 0.36 EXISTING MAIN SERVICE SIZE 2500A © 480V, 3P, 4 -WIRE 15/1 9 10 15/1 r•. 0.20 r•. r•. CLEAN CONTROL ROOM RECEPTACLES 0.36 15/1 11 12 15/1 0.36 RECEIVING DESK PHARMACY RECEPT. 0.54 Elmo 15/1 13 14 15/1 0.36 F R &D COMPUTER PHARMACY RECEPT. 0.36 20/1 15 16 15/1 0.20 F/A SECURITY PHARMACY RECEPT. 0.36 15/1 17 18 20/1 0.20 ROTISS. & DELI SCALE #69 * PHARMACY FIBER BOARD 0.54 15/1 19 20 20/1 0.20 ROTISS. SCALE #69 * PHARMACY FIBER BOARD 0.54 15/1 21 22 SPACE MEAT SCALE & PRINTER #69 1.00 15/1 23 24 SPACE 25 26 27 28 29 30 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 1.80 1.62 2.08 2.72 KVA 2.38 KVA 3 KVA 0.92 0.76 0.92 TOTAL CONNECTED LOAD 8.1 KVA 22 A LOAD CALCULATION DEMAND LOAD FROM POWER CO. = 979.00 KW © 0.9 P.F. = 1087.78 KVA MULTIPLY BY 1.25 PER N.E.C. 220 -35 = 1359.72 KVA = 1636.25 A ADDED LOADS: LIGHTING = 3.28 KVA RECEPTACLES = 3.58 KVA FREEZER /COOLER 11.50 KVA EXHAUST FANS = 4.46 KVA MOTORS = 19.26 KVA MEAT DEPARTMENT = 4.10 KVA BAKERY DEPARTMENT (65% DEMAND FACTOR) = 23.63 KVA FOOD SERVICE (65% DEMAND FACTOR) = 4.68 KVA TOTAL ADDED LOAD = 74.49 KVA = 89.64 A EXISTING LOAD = 1359.72 KVA ADDED LOAD LISTED ABOVE = 74.49 KVA DELETED LOAD = 29.24 KVA TOTAL CONNECTED LOAD = 1404.97 KVA = 1690.70 A EXISTING MAIN SERVICE SIZE 2500A © 480V, 3P, 4 -WIRE III_W 0 0 0 � N 0 0) O 0 0 0 0 0 NOTES PROVIDE ISOLATED GROUND BUS FOR THIS PANEL. * PROVIDE LOCK -IN DEVICE & MARK 'LEAVE ON' ** PROVIDE SHUNT TRIP BREAKER. * ** PROVIDE GFI BREAKER. E.C. SHALL VERIFY ALL BREAKER SIZES WITH FREEZER /COOLER CONTRACTOR BEFORE INSTALLATION. NOTES: PROVIDE ISOLATED GROUND BUS FOR THIS PANEL. * PROVIDE LOCK -IN DEVICE & MARK 'LEAVE ON' ** PROVIDE GFI BREAKER E.C. SHALL VERIFY ALL BREAKER SIZES WITH FREEZER /COOLER CONTRACTOR BEFORE INSTALLATION. . , PROVIDE GFI BREAKER AS SHOWN. E) GENERAL NOTES: 1. ALL OUTLETS, J- BOXES, DISCONNECT, ETC...IN DELI DEPARTMENT SHALL BE WATERTIGHT TYPE. 2. ALL CONDUITS PENETRATING THE DELI BOX ENVELOPE SHALL BE SEALED. 3. SEE EQUIPMENT SCHEDULE FOR MOUNTING HEIGHT FOR THE WALL MOUNTED EQUIPMENT. 4. PROVIDE KELLEM WIRE GRIPS FOR ALL OVERHEAD DROPS. 5. VERIFY EXACT LOCATION OF ALL OUTLETS, J- BOXES, DISCONNECTS, ETC... IN DELI & CHICKEN ROTISSERIE DEPARTMENTS WITH OWNER BEFORE INSTALLING. 6. ELECTRICAL WORK FOR FREEZERS AND COOLERS PROVIDED & INSTALLED BY OWNER. (NOT INCLUDED IN BID). REFER TO REFRIGERATION DRAWINGS. 7. E.C. SHALL PROVIDE ELECTRICAL PANELS AND BREAKERS ONLY AS SHOWN ON DRAWINGS FOR FREEZERS AND COOLERS. REFRIGERATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUITS, WIRES, RECEPTACLES, FIXTURES AND MOTOR CONNECTIONS AND THEIR INSTALLATIONS STARTING FROM THE BREAKERS. REFRIGERATION BY OWNER TYP. 8. E.C. SHALL PROVIDE MATCHING RECEPTACLE ON DROP CORD OR WALL IN DELI & ROTISSERIE DEPARTMENTS TO MATCH EQUIPMENT PLUG. 9. E.C. MAKES ALL FINAL CONNECTIONS FOR ALL EQUIPMENT(MOTOR, FAN, STARTERS, ETC.) DELI 8c ROTISSERIES PLAN NOTES: OE E.C. TO RECONNECT ALL CONNECTIONS TO EXISTING ANSUL SYSTEM FOR OVENS. PROVIDE POWER, CONDUITS, RELAY & WIRES AS REQUIRED FOR A COMPLETE SYSTEM, INCLUDING LOW VOLTAGE WIRING. COORDINATE WITH ANSUL SYSTEM & FIRE ALARM SYSTEM CONTRACTOR. SEE SPECIFICATION SECTION 13960. 0 0 E.C. TO VERIFY EXACT LOCATION WITH COSTCO PM FOR ROTISSERIE AND DELI DROP CORDS TYP. E.C. TO PROVIDE SINGLE RECEPTACLE, PLUG -IN WITH WATERTIGHT DEVICES EQUAL TO HUBBEL PIN AND SLEEVE WATERTIGHT DEVICES FOR DROPCORD. DO NOT USE WATERPROOF BOX FOR RECEPTACLE. ALL ELECTRICAL EQUIPMENTS IN DISH PREP ROOM SHALL BE NEMA -4. E.C. TO PROVIDE & INSTALL MARK TIMER IN SINGLE GANG BOX TO CONTROL EXHAUST FAN. MANUFACTURER: INTERMATIC. MODEL #: FF30MC. PROVIDE WATER PROOF COVER: LEVITON 5977 -GY, OR EQUAL. TYPICAL. ©5 LABEL 'EXHAUST FAN' LABEL 'EXHAUST FAN' (2) SQ -D MANUAL STARTERS. CLASS 2510 W /PILOT LIGHT KS2B (208V/3P/7.5HP) LABEL 'HOOD LIGHTS' HOT CASE RECEPTACLE TO HOOD LIGHTS. E.C. SHALL PROVIDE LAMPS & MAKE ALL FINAL CONNECTIONS. ROOF RECEPT. ROTISSERI 1111 FLEXIBLE METAL LIQUIDTIGHT CONDUIT WIT SLACK FOR HINGED SUB -BAS ROOF PENETRATIO BY EC. COORDINATE REQUIREMENT WITH ROOF INSTALLER, SINGLE PLUG -IN ERICSON 6100 SERIES (WATER PROOF) OR AS NOTED ON PLAN. WIRE GRIP NO SCALE CONDUIT TO EXHAUST FAN DETAIL � - CAST ALUMINUM BOX J -BOX & CONDUIT ABOVE FREEZER BOX CEILING STRUCTURAL REFRIGERATION BOX KELLEMS GRIPULATOR SERIES SRP- 073 -03 SIZE PER CORD DIAMETER. S.O. CABLE WITH GROUND WIRE DUPLEX RECEPTACLE ERICSON 6100 SERIES NOTE: ALL OUTLETS SHALL BE OF THERMOPLASTC (TPE). MANUFACTURER BY ERICSON OR EQUAL. WATERPROOF COVERPLATE. CONDUIT DELI DEPT. DROP CORD OUTLET NO SCALE BRANCH CIRCUI IN CONDUIT L PROVIDE TWISTLOCK RECEPTACLE & PLUG. MOUNT ON JOIST OR UNISTRUT. JOIST DUPLEX OUTLET ERICSON 6000 SERIES NOTE: ALL OUTLETS SHALL BE OF THERMOPLASTC (TPE). MANUFACTURER BY ERICSON OR EQUAL. STANDARD COVERPLATE. MAIN SALES DROP CORD DETAIL NO SCALE P11 23 P ALL CONDUIT PENETRATION AREA SHALL BE SEALED PER NEC 300 -7a 0 GF WP 0 P14/28 TYP P14/26 sk ' #10 won N[ irJ - -- �"..117- C1/18 TYP P11/9 #6, 1 "C #6, 1P11/1 P11/ #1 0 P11/2 #10 P11 r w ' H1 11 P11/10 H1/34 P14/16 4/ E DELI 8c ROTISSERIE POWER PLAN SCALE: 1/8" = 1 -0" EF -7 & ROOF RECEPTACLE ON ROOF. VERIFY LOCATION W /M.C. SEE DETAIL 1B/THIS SHEET. / 53 SQ -D NEMA EF 11 & 12 ON ROOF. V EXACT LOCATION W /M.C. S DETAIL 1A /THIS SHEET. SQ -D MANUAL STARTER CLASS 2510 NEMA -4 KW6 (480V/3P/15HP) TO CEILING JOIST KELLUM GRIP UNISTRUT ATTACHED 50' -0" WHITE S.O. CABLE WITH GROUND WIRE ATTACH TO RACK WITH QUICKTIE. TYP. OF 2 PLACES. KELLUM GRIP (2) DUPLEX OUTLET (BACK TO BACK) ERICSON 6000 SERIES P X ANUAL TARTER CLASS 2510 KW6 (480V/3P/15HP) E -2 1H 2 2 f E -2 NOTE SEE ARCHITECTURAL AND REFRIGERATION DRAWINGS FOR ACTUAL LOCATION OF EQUIPMENT. COORDINATE OUTLET LOCATIONS WITH OWNER BEFORE INSTALLATION. PROVIDE RECEPTACLES, PLUG -INS & PLUG IN CORDS FOR ALL OWNER EQUIPMENT AS REQUIRED. DELI 8c ROTISSERIE LIGHTING PLAN SCALE: 1/8" = 1' -0" TYP. RECEIVED DEC 10 2000 PERMIT CENTEF H 0 z Q z t-� H di 0 H H z z W O 1- J z 0 0 � z w 0 W o 0 0 z 00 Dw LAJ m E 0 w D w I U I 0 i 0 D N 0 0 - E I- a_ w z 00 EQUPMENT Rotisserie Remodel\ ROTISSERIE ARCHITECT REFERENCE NO:93-0440- LIGHTING ISSUE DATE: SEPTEMBER 2008 PROJECT NO:08-299 REVISION DATE: iIU !! . 111 , N ON- MIRRO iII!i. IlltrA INIPIINION 1 Iiiii 1I!i f Imo, A #° H1/29 .11 I • II 29• lgrl II 1' M III_W r•, r•. r•. r•. r•. r•. r•. Elmo al- F 0 0 0 � N 0 0) O 0 0 0 0 0 NOTES PROVIDE ISOLATED GROUND BUS FOR THIS PANEL. * PROVIDE LOCK -IN DEVICE & MARK 'LEAVE ON' ** PROVIDE SHUNT TRIP BREAKER. * ** PROVIDE GFI BREAKER. E.C. SHALL VERIFY ALL BREAKER SIZES WITH FREEZER /COOLER CONTRACTOR BEFORE INSTALLATION. NOTES: PROVIDE ISOLATED GROUND BUS FOR THIS PANEL. * PROVIDE LOCK -IN DEVICE & MARK 'LEAVE ON' ** PROVIDE GFI BREAKER E.C. SHALL VERIFY ALL BREAKER SIZES WITH FREEZER /COOLER CONTRACTOR BEFORE INSTALLATION. . , PROVIDE GFI BREAKER AS SHOWN. E) GENERAL NOTES: 1. ALL OUTLETS, J- BOXES, DISCONNECT, ETC...IN DELI DEPARTMENT SHALL BE WATERTIGHT TYPE. 2. ALL CONDUITS PENETRATING THE DELI BOX ENVELOPE SHALL BE SEALED. 3. SEE EQUIPMENT SCHEDULE FOR MOUNTING HEIGHT FOR THE WALL MOUNTED EQUIPMENT. 4. PROVIDE KELLEM WIRE GRIPS FOR ALL OVERHEAD DROPS. 5. VERIFY EXACT LOCATION OF ALL OUTLETS, J- BOXES, DISCONNECTS, ETC... IN DELI & CHICKEN ROTISSERIE DEPARTMENTS WITH OWNER BEFORE INSTALLING. 6. ELECTRICAL WORK FOR FREEZERS AND COOLERS PROVIDED & INSTALLED BY OWNER. (NOT INCLUDED IN BID). REFER TO REFRIGERATION DRAWINGS. 7. E.C. SHALL PROVIDE ELECTRICAL PANELS AND BREAKERS ONLY AS SHOWN ON DRAWINGS FOR FREEZERS AND COOLERS. REFRIGERATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUITS, WIRES, RECEPTACLES, FIXTURES AND MOTOR CONNECTIONS AND THEIR INSTALLATIONS STARTING FROM THE BREAKERS. REFRIGERATION BY OWNER TYP. 8. E.C. SHALL PROVIDE MATCHING RECEPTACLE ON DROP CORD OR WALL IN DELI & ROTISSERIE DEPARTMENTS TO MATCH EQUIPMENT PLUG. 9. E.C. MAKES ALL FINAL CONNECTIONS FOR ALL EQUIPMENT(MOTOR, FAN, STARTERS, ETC.) DELI 8c ROTISSERIES PLAN NOTES: OE E.C. TO RECONNECT ALL CONNECTIONS TO EXISTING ANSUL SYSTEM FOR OVENS. PROVIDE POWER, CONDUITS, RELAY & WIRES AS REQUIRED FOR A COMPLETE SYSTEM, INCLUDING LOW VOLTAGE WIRING. COORDINATE WITH ANSUL SYSTEM & FIRE ALARM SYSTEM CONTRACTOR. SEE SPECIFICATION SECTION 13960. 0 0 E.C. TO VERIFY EXACT LOCATION WITH COSTCO PM FOR ROTISSERIE AND DELI DROP CORDS TYP. E.C. TO PROVIDE SINGLE RECEPTACLE, PLUG -IN WITH WATERTIGHT DEVICES EQUAL TO HUBBEL PIN AND SLEEVE WATERTIGHT DEVICES FOR DROPCORD. DO NOT USE WATERPROOF BOX FOR RECEPTACLE. ALL ELECTRICAL EQUIPMENTS IN DISH PREP ROOM SHALL BE NEMA -4. E.C. TO PROVIDE & INSTALL MARK TIMER IN SINGLE GANG BOX TO CONTROL EXHAUST FAN. MANUFACTURER: INTERMATIC. MODEL #: FF30MC. PROVIDE WATER PROOF COVER: LEVITON 5977 -GY, OR EQUAL. TYPICAL. ©5 LABEL 'EXHAUST FAN' LABEL 'EXHAUST FAN' (2) SQ -D MANUAL STARTERS. CLASS 2510 W /PILOT LIGHT KS2B (208V/3P/7.5HP) LABEL 'HOOD LIGHTS' HOT CASE RECEPTACLE TO HOOD LIGHTS. E.C. SHALL PROVIDE LAMPS & MAKE ALL FINAL CONNECTIONS. ROOF RECEPT. ROTISSERI 1111 FLEXIBLE METAL LIQUIDTIGHT CONDUIT WIT SLACK FOR HINGED SUB -BAS ROOF PENETRATIO BY EC. COORDINATE REQUIREMENT WITH ROOF INSTALLER, SINGLE PLUG -IN ERICSON 6100 SERIES (WATER PROOF) OR AS NOTED ON PLAN. WIRE GRIP NO SCALE CONDUIT TO EXHAUST FAN DETAIL � - CAST ALUMINUM BOX J -BOX & CONDUIT ABOVE FREEZER BOX CEILING STRUCTURAL REFRIGERATION BOX KELLEMS GRIPULATOR SERIES SRP- 073 -03 SIZE PER CORD DIAMETER. S.O. CABLE WITH GROUND WIRE DUPLEX RECEPTACLE ERICSON 6100 SERIES NOTE: ALL OUTLETS SHALL BE OF THERMOPLASTC (TPE). MANUFACTURER BY ERICSON OR EQUAL. WATERPROOF COVERPLATE. CONDUIT DELI DEPT. DROP CORD OUTLET NO SCALE BRANCH CIRCUI IN CONDUIT L PROVIDE TWISTLOCK RECEPTACLE & PLUG. MOUNT ON JOIST OR UNISTRUT. JOIST DUPLEX OUTLET ERICSON 6000 SERIES NOTE: ALL OUTLETS SHALL BE OF THERMOPLASTC (TPE). MANUFACTURER BY ERICSON OR EQUAL. STANDARD COVERPLATE. MAIN SALES DROP CORD DETAIL NO SCALE P11 23 P ALL CONDUIT PENETRATION AREA SHALL BE SEALED PER NEC 300 -7a 0 GF WP 0 P14/28 TYP P14/26 sk ' #10 won N[ irJ - -- �"..117- C1/18 TYP P11/9 #6, 1 "C #6, 1P11/1 P11/ #1 0 P11/2 #10 P11 r w ' H1 11 P11/10 H1/34 P14/16 4/ E DELI 8c ROTISSERIE POWER PLAN SCALE: 1/8" = 1 -0" EF -7 & ROOF RECEPTACLE ON ROOF. VERIFY LOCATION W /M.C. SEE DETAIL 1B/THIS SHEET. / 53 SQ -D NEMA EF 11 & 12 ON ROOF. V EXACT LOCATION W /M.C. S DETAIL 1A /THIS SHEET. SQ -D MANUAL STARTER CLASS 2510 NEMA -4 KW6 (480V/3P/15HP) TO CEILING JOIST KELLUM GRIP UNISTRUT ATTACHED 50' -0" WHITE S.O. CABLE WITH GROUND WIRE ATTACH TO RACK WITH QUICKTIE. TYP. OF 2 PLACES. KELLUM GRIP (2) DUPLEX OUTLET (BACK TO BACK) ERICSON 6000 SERIES P X ANUAL TARTER CLASS 2510 KW6 (480V/3P/15HP) E -2 1H 2 2 f E -2 NOTE SEE ARCHITECTURAL AND REFRIGERATION DRAWINGS FOR ACTUAL LOCATION OF EQUIPMENT. COORDINATE OUTLET LOCATIONS WITH OWNER BEFORE INSTALLATION. PROVIDE RECEPTACLES, PLUG -INS & PLUG IN CORDS FOR ALL OWNER EQUIPMENT AS REQUIRED. DELI 8c ROTISSERIE LIGHTING PLAN SCALE: 1/8" = 1' -0" TYP. RECEIVED DEC 10 2000 PERMIT CENTEF H 0 z Q z t-� H di 0 H H z z W O 1- J z 0 0 � z w 0 W o 0 0 z 00 Dw LAJ m E 0 w D w I U I 0 i 0 D N 0 0 - E I- a_ w z 00 EQUPMENT Rotisserie Remodel\ ROTISSERIE ARCHITECT REFERENCE NO:93-0440- LIGHTING ISSUE DATE: SEPTEMBER 2008 PROJECT NO:08-299 REVISION DATE: NOTE: PIPE TO BE ATTACHED TO COLUMN WITH UNISTRUT. KEEP PIPE AS TIGHT TO COLUMN AS POSSIBLE. ATTACHMENTS FOR DROPS NTS 7///" COLUMN, WALL, OR RACK ETC UNISTRUT PIPE CLAMP ET STEM PLUG S SB -1 JKLER BOOT FREEZER /COOLER CEILING CONCEALED T SPRINKLER NS) FROM WET PIPE SPRINKLER SYSTEM TEE W/ PLUG 1" DRY DROP DOW CORNING 739 PLASTIC ADHESIVE FREEZER /COOLER CEILING GLOBE OR TYCO 200 °F CONCEALED DRY PENDENT SPRINKLER (NO EXCEPTIONS) ENT SPRINKLER NOTE: 1. INSTALLATION SHALL BE COORDINATED WITH THE ROOFING CONTRACTOR PRIOR TO THE INSTALLATION OF THE CORRUGATED METAL DECKING. IT IS RECOMMENDED THAT THE PIPING BE INSTALLED AFTER DECKING IS IN PLACE, TO AVOID CONFLICT. 2. 4 ", 6" AND 8" PIPE TO BE ATTACHED WITHIN 6" OF TRUSS PANEL POINTS AT A MAXIMUM OF 8' -0" ON CENTER. TOP BEAM CLAMP HANGER DETAIL NTS PIPE RING TOP BEAM CLAMP A.T.R. & RING FOR SMI JOIST ONLY NOTE: PROVIDE ON END OF EACH CROSS MAIN DRAINS SHALL BE PROVIDED WITH PLUGS AT LOW LEVEL PIPING AND DROPS MAIN PIPING 1" PIPE -O -LET 1" GLOBE VALVE NTS 1" PLUG SIGN W / CHAIN AUX DRAIN DETAIL 8" RETAINING STRAP 3/8" A.T.R. FOR 1 " -4" PIPE 1/2" A.T.R. FOR 6 " -8" PIPE 9 8" RETAINING STRAP 1° 3/8" X 6" ROD WELDED ON ENDS I I � TRAPEZE HANGER DETAIL NTS TOP BEAM CLAMP PIPE RING OPEN WEB STEEL TRUSS T 4- i TRAPEZE MEMBER T 1 T 1 z 1 1 DEMO PLAN SCALE: 1/16" = 1' 0 8' PIPING PLAN 1/2" ATR FOR 6 " -8" PIPE 3/8" ATR FOR 2 " -4" PIP PIPE RING 10 FOR 6" & 8" PIPE USE EXTRA HEAVY RING FOR 1/2" ROD MAIN PIPING T T --r- -1 I I 1 I I = 1-- - + -, I 1 1 1 -- 1- --I- -J T 1 D � SPRINKLERS IN DEMOED FRESHLINE AREAS TO BE REMOVED. 1 1 16' 32' 10 .J NOMINAL SIZE 1 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" AUTOMATIC FIRE SPRINKLER LEGEND NOTE: NO 0 -RING SPRINKLERS ARE TO BE USED ON THIS PROJECT SYMBOL MFR TYCO TYCO MODEL TY- B TY- B S.I.N. TY3251 TY3151 NOTE: IN ADDITION TO THE SPRINKLER QUANTITIES NOTED, AN ADDITIONAL (2) SPRINKLERS OF EACH TYPE TO BE USED AS SPARES. * USE GLOBE OR TYCO SPRINKLERS ONLY. INSTALL PER DETAIL. ** INSTALL CHROME SSP WITH 401 POLISHED ALUMINUM CANOPY AT HARD GYPBOARD CEILINGS WITH SURFACE MOUNTED LIGHTS, 401 ESCUTCHEONS SHALL NOT BE USED WITH DRY CONCEALED SPRINKLERS D SUPPLY NEW SPRINKLERS FROM EXISTING OVERHEAD SPRINKLER SYSTEM. 1 --I- I I I I I I ! I PIPE DIMENSION TABLES REFER TO HYDRAULIC CALCULATIONS FOR PIPE TYPE C SCHEDULE 40 INSIDE DIAMETER 1.049" 1.380" 1.610" 2.067" 2.469" 3.068" 4.026" 6.065" STYLE SSP SSP SSP FINISH WHITE WHITE WHITE ESC REC CONC 401 ** SCHEDULE 10 INSIDE DIAMETER 1.097" 1.442" 1.682" 2.157" 2.635" 3.260" 4.260" 6.357" 8.249" TEMP 286' 200' 212 K -FAC 5.6 5.6 5.6 TOTAL FIRE SPRINKLER PIPING DEMOLITION NOTES 1. CONTRACTOR MUST VISIT THE BUILDING SITE TO DETERMINE THE FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK AND EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE DISCONNECTIONS, REMOVALS, RELOCATIONS AND /OR RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND /OR ALLOWANCE. 2. THE INFORMATION CONCERNING THE EXISTING FIRE PROTECTION CONTAINED ON THESE DRAWINGS IS PRESENTED HERE AS A GENERAL GUIDE ONLY, WITH NO GUARANTEE AS TO ACCURACY. VISIT THE SITE TO VERIFY EXACTLY HOW THE EXISTING CONDITIONS WILL AFFECT THE COMPLETION OF THE WORK REQUIRED FOR THIS PROJECT, AND INCLUDE THE CORRESPONDING COSTS IN THE PROPOSAL. 3. CONSULT THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS, AND ALL OTHER SECTIONS OF THE DRAWINGS AND SPECIFICATIONS, IN DETAIL FOR INSTRUCTIONS PERTAINING TO THIS WORK. 4. WITH THE SUBMISSION OF THIS PROPOSAL, GIVE WRITTEN NOTICE TO THE OWNER OF ANY MATERIALS OR APPARATUS BELIEVED INADEQUATE OR UNSUITABLE, BELIEVED IN VIOLATION OF LAWS, ORDINANCES, AND /OR RULES AND OF ANY NECESSARY ITEMS OF WORK OMITTED. IN THE ABSENCE OF SUCH WRITTEN NOTICE, PROVIDE ALL SUCH MATERIALS AND APPARATUS, AND BE RESPONSIBLE FOR THE APPROVED SATISFACTORY FUNCTIONING OF THE ENTIRE FIRE PROTECTION SYSTEM, WITHOUT EXTRA COMPENSATION. 5. BEFORE SUBMITTING THE PROPOSAL, ASK THE OWNER FOR A DECISION CONCERNING ANY AND ALL PLACES WHERE DRAWINGS, SPECIFICATIONS, STANDARDS, AND /OR CODES CONFLICT, OR THAT ARE NOT CLEARLY UNDERSTOOD. IN THE ABSENCE OF OBTAINING SUCH A DECISION, ABIDE BY THE DECISION OF THE OWNER, IF THE NECESSITY FOR A DECISION ARISES AFTER THE SIGNING OF THE CONTRACT. 6. VISIT THE BUILDING SITE, DETERMINE THE EXISTING CONDITIONS, AND ALLOW FOR THESE CONDITIONS IN THE PROPOSAL. 7. COORDINATE THE LOCATIONS OF ALL FIRE PROTECTION WORK WITH THE WORK OF OTHER TRADES. 8. UNLESS INDICATED OTHERWISE, DISCONNECT AND REMOVE ALL EXISTING FIRE PROTECTION COMPONENTS NOT INTENDED TO BE REUSED. 9. NOTE CAREFULLY THAT THE FIRE PROTECTION DRAWINGS ARE INTENDED TO INDICATE, ONLY DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL. CHARACTER AND LOCATIONS OF THE WORK INCLUDED. PROVIDE ALL WORK OBVIOUSLY INTENDED, BUT HAVING MINOR DETAILS OMITTED OR NOT SHOWN. COMPLETE AS REQUIRED TO PERFORM THE FUNCTIONS INTENDED. FOLLOW THE ARCHITECTURAL AND /OR CONSTRUCTION SET OF DRAWINGS AND SPECIFICATIONS FOR BUILDING DETAILS AND FIT THE WORK OF THE FIRE PROTECTION DRAWINGS AND SPECIFICATIONS THERETO. 10. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION WORK PRIOR THE PROJECT COMPLETION. 11. PERFORM ALL WORK ACCORDING TO THE PROJECT PHASING SCHEDULE FOR THIS PROJECT. PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND /OR OTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO CONFORM TO THE REQUIRED CONSTRUCTION PHASE OF THIS PROJECT. 12. CONTRACTOR TO BE RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION. 13. CONTRACTOR IS TO PATCH ALL HOLES TO MATCH ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPRINKLER PIPING OR EQUIPMENT TO BE REMOVED IS VACATED FROM THESE HOLES. 14. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT. 15. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE. 16. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY. DESIGN CRITERIA - ROTISSERIE /DELI: .20/1500, 130 SQUARE FEET MAX SPACING, 250 GPM (100 INSIDE, 150 OUTSIDE) HOSE PROVISION, ORDINARY GROUP II, PER NFPA 13. - PRODUCE /DELI COOLER WITH HIGH RACKS: .29/2000, 100 SQUARE FOOT MAX SPACING, 100 GPM INSIDE HOSE PROVISION, 400 OUTSIDE HOSE PROVISION. PER NFPA 13, CLASS I -II COMMODITY ON SINGLE ROW RACKS (NO SOLID SHELVES), WITH MIN. 8' -0" AISLES, 18' -0" HIGH, NON- ENCAPSULATED. SCOPE OF WORK 1. CONTRACTOR TO REMOVE SPRINKLERS IN FRESH LINE AREA THAT ARE BEING DEMOED, FIELD VERIFY EXTENT OF WORK. 2. INSTALL NEW SPRINKLERS IN NEW FRESH LINE AREAS. SUPPLY FROM EXISTING OUTLETS, PROVIDE NEW OUTLETS IF REQUIRED. APPLICABLE CODES NFPA STANDARD: NFPA 13 EDITION: 2002 BIDDING NOTE THESE DRAWINGS ARE FOR COORDINATION AND BID PURPOSES ONLY, THEY ARE NOT FOR SUBMITTAL, FABRICATION OR INSTALLATION PURPOSES. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE SUBMITTAL DRAWINGS FOR APPROVAL GENERAL NOTES 1. SPRINKLER PLANS ARE SCHEMATIC AND SHALL NOT BE MEANT TO CONVEY OR ALLOW DISCREPANCY BETWEEN THE WORK ILLUSTRATED HEREIN AND ALL APPLICABLE CODES, PLANS AND ORDINANCES. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO VERIFY ACTUAL CONDITIONS OF CONSTRUCTION AND TO MAINTAIN CONFORMANCE TO THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO BID. 2. ALL INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13, THE AUTHORITIES HAVING JURISDICTION, THE OWNERS' INSURANCE CARRIER, THE TRUSS MANUFACTURER AND STRUCTURAL ENGINEER, AND THE OWNERS' REVIEWING CONSULTANT. 3. ALL MATERIALS USED SHALL BE UL LISTED AND APPROVED. 4. SYSTEMS SHALL BE MONITORED BY AN OFF SITE CENTRAL STATION. 5. INSTALLATION AND FABRICATION SHALL NOT COMMENCE UNTIL PLANS AND CALCULATIONS ARE APPROVED BY ALL AUTHORITIES MENTIONED ABOVE. 6. AT VARIOUS STAGES, AND /OR UPON COMPLETION, THE SYSTEMS MUST BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. 7. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL AS PRESCRIBED BY THE AHJ. 8. ALL HANGER TYPES, SIZES, AND METHODS OF ATTACHMENT MUST MEET REQUIREMENTS OF REVIEWING AUTHORITIES MENTIONED ABOVE. 9. SEE FIRE SPRINKLER SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 10. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 11. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE SUBMITTED IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ALL CUT LENGTHS, HANGER TYPES, HANGER LENGTHS, PIPE ROUTING, PIPE ELEVATIONS, AND EXACT HEAD LOCATIONS SHOWN MUST BE FIELD VERIFIED BY THE INSTALLING CONTRACTOR. 12. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS' FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL HE BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK OR THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, OR SUBCONTRACTORS, OR THEIR RESPECTIVE EMPLOYEES OR BY ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERING FIRMS' EMPLOYEES. 14. SPRINKLER MAINS THAT ARE SHOWN ON THESE DRAWINGS HAVE BEEN COORDINATED WITH STRUCTURAL AND HVAC ENGINEERS, AND CANNOT BE MOVED FROM THEIR SHOWN LOCATION. THE SPRINKLER CONTRACTOR IS RESPONSIBLE TO PROVIDE FINAL MAIN LOCATION DRAWINGS TO TELGIAN FOR FINAL TELGIAN APPROVAL. ANY LOCATION CHANGES WILL BE DETERMINED AT THAT TIME. FINAL SPRINKLER CONTRACTOR DRAWINGS MUST BE SUBMITTED TO TELGIAN FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE AHJ. 15. ALL BRANCH -LINE PIPING SHALL BE INSTALLED INSIDE TRUSSES. PIPING MUST BE COORDINATED AROUND FRAMING MEMBERS, AND PROPERLY INSTALLED; MAIN PIPING SHALL BE TIGHT TO BOTTOM CHORD OF BEAMS OR INSTALLED WITHIN TRUSSES IF POSSIBLE. 16. FIRE SPRINKLER SHOP DRAWINGS, WITH DETAILS SHOWING HANGERS, FASTENERS, AND ATTACHMENT METHODS AND SIZES, SHALL BE SUBMITTED TO THE TRUSS MANUFACTURER AND STRUCTURAL ENGINEER FOR APPROVAL. A LETTER OF APPROVAL SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE BY OWNER. THE DETAILS SHALL INCLUDE ALL HANGERS, AND EARTHQUAKE BRACING ATTACHMENTS. 17. IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO FAMILIARIZE THEMSELVES WITH THE BID SPECIFICATION DOCUMENTS, AND TO BRING ANY POTENTIAL CONFLICTS TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID. 18. CONTRACTOR TO ALLOW FOR ADDITIONAL SPRINKLERS AROUND MECHANICAL UNITS AND OR OTHER OBSTRUCTIONS AT BID TIME. COORDINATE PIPING WITH ALL OTHER TRADES. REVIEW ALL DRAWINGS. 19. ALL PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 20. DYNA -FLOW OR SIMILAR PIPING IS NOT ALLOWED PER OWNER REQUIREMENTS. 21. FLUSH CONNECTIONS SHALL BE PROVIDED PER NFPA 13. 22. ALL DEFLECTOR DISTANCE REQUIREMENTS OF NFPA 13 MUST BE COMPLIED WITH. 23. CRIMP TYPE INSTALLATIONS ARE NOT ACCEPTABLE. 24. COORDINATE PIPE AROUND ROOF OPENINGS, MECHANICAL EQUIPMENT, ETC. ADD SPRINKLERS WHERE REQUIRED. 25. THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL SITE INFORMATION WITH ARCHITECT AND CIVIL ENGINEER. 26. THE SPRINKLER CONTRACTOR SHALL PROVIDE SEISMIC BRACING CALCULATIONS, LOCATIONS, ETC PER THE REQUIREMENTS OF NFPA 13 AT A MINIMUM; HOWEVER THE SPRINKLER CONTRACTOR MUST BE TAKE INTO ACCOUNT THE LIMITATION IF ANY OF THE STRUCTURAL ELEMENTS PRIOR TO SIZING AND /OR LOCATING ON THEIR PLANS. FAILURE OF THE SPRINKLER CONTRACTOR TO ACCOUNT FOR THE LIMITATIONS OF THE STRUCTURE AS IT RELATES TO CODE AND IN PROPER SIZING OF THE SEISMIC BRACING DOES NOT CONSTITUTE A COST ASSOCIATED TO COSTCO, THE SPRINKLER CONTRACTOR SHALL BURDEN THIS AND ANY ASSOCIATED COST IN ORDER TO BE CODE AND OWNER COMPLIANT, NO EXCEPTIONS. A T t Telgion DATE 10.14.08 10.17.08 93 -0440- PM: SC DRAWN: OCTOB 1 TU C W CO ISS PE 0 N BRACE SWIVEL 1/2 X 3 3/4 QUICK BOLT 11 OR EQUAL (TYP, OF 2) 1- Z - Li1 � J a0 N Z v) U NTS NOTE: RISER BRACING TO BE USED ON ALL VERTICAL RUNS OF MAIN PIPING. 1" PIPE BRACING SCH. 40 NTS RISER PIPING RISER BRACE CONN. 1" DRY DROP 2 -1/2" DIAMETER HOLE IN CEILING SPRINKLER CUP COVER PLATE INSTALLATION PROCEDURE 1. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER /COOLER INSULATED CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. 3. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND TOP OF CEILING PANEL WITH OPEN -CELL POLYETHYLENE FOAM BACKER ROD. EXPANDED FOAM IS NOT PERMITTED. 4. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND THE TOP OF THE FREEZER /COOLER CEILING CORE OPENING IN ACCORDANCE WITH SEALANT MANUFACTURERS INSTRUCTIONS 2 1/2" DIAMETER HOLE IN CEILING OPEN -CELL POLYETHYLENE FOAM BACKER ROD SPRINKLER CUP COVER PLATE BRACE CLAMP f SEALANT FROM W PIPE SY TEE W/ NYLON TIE MODEL #D DRY SPRIT TYCO 200 °F DRY PENDEN (NO EXCEPTI FREEZER /COOLER DRY PEND SCALE: 1/8" = 1' 0 4' 8' 16' 999 LAKE DRIVE AQUAH, WA 98027 T: 425.313.8100 www.costco.com DESCRIPTION ISSUED FOR QA ISSUED FOR PERMIT 20 KWILA, WA #006 60 SAXON DRIVE KWILA, WA 98188 SMC R 17, 2008 Igan Telglan #32CA0083 ncludes the entities of Telgion Corporation, TVA Fire do Life Safety, Inc. and Fire Materials Group LLC RMIT SET RECEIVED nrn f hnnn YA FIRE SPRINKLER PIPING PLAN & DETAILS FP1.0 0 WHOLESALE OSTCO HOLESALE PORATION DWG. BY: BDG SCALE: 1/S " =1' -0" 0 /G l /0 l a_V0 REVISED: 10/30/00 MJF 6 z z D_ R -1 1 1 L 1 1 1 I -, (E) RACK G 28' -8" 1/2" PLYWOOD COVERED ON 3 SIDES WITH 5HEET METAL TO MATCH CA5E. rROVIDED BY MFGR. Lu T1 1/2 "x1/2" L- BRACKET PROVIDED BY INSTALLER. GLOSEOFF PANEL TO BE FIELD \\ NOTCHED FOR STORE COLUMN AS REQUIRED. SIZES VARY FLAN VIEW SIDE VIEW I S. A \IP OLOSE-OFF PA \lEL (E) 34' GEX /GPEX BAKERY ISLAND (E) 12'4" NDFLHP BAKERY r S C A L E NONE 10' -1 1/2" r (E) GELATO PREP 147 SO FT x 10' H 1g' -2" 1 r MGHP MEAT /DELI ROUND STEEL BUMPER FWG MEAT DUAL TEMP FNG MEAT DUAL TEMP N3HMGHP M/D DELI N2MGHP 2 -TIER DELI G- CHANNEL STEEL BUMPER FIELD SET AT APPROX. 1/2" FROM CASE N6DHPM DELI PRODUCE ZI NO DUMPER DETAIL 15G A L E NONE 23' -3" 1 EFA -340 (E) SHOP 1,600 EFA -340 45' -7" 15A 10'x10' OPENING W/ HGR AIR CURTAIN c EFA -340 ( E) BAKERY COOLER 400 SQ.FT.x 10'H. 3 r 50' -0" <ER1/ FLAN EFA -340 -IN PRODUCE COOLER SO. FT. x 18 0 DEGREE BOX 10' -cl 1/2" PROPUE OOO_ER PLA\ w (E) BAKERY FREEZER 467 50 FT x 10' H 25' -1 1/2" PIT DIMENSION 25' -4 1/2" d 1 LO L 2 NOTES 1. TYLER TO FURNISH BUMPERS TO THEIR CONTRACTORS. INSTALLED BY REFRIGERATION INSTALLATION CONTRACTOR. BUMPERS TO BE INSTALLED IN FRONT AND /OR NEXT TO ALL GASES (SEE DETAIL 2) . 2. SEE ARCHITECTURAL DRAWINGS FOR CURBS IN AND /OR AROUND REFRIGERATED BOXES. 3. COLUMNS IN BOXES TO BE WRAPPED WITH WHITE EMBOSSED STEEL AND DIAMOND PLATE AT 4' -0" AFF. TYPICAL OF FOUR IN THE MEAT PREP. SEE PANEL DWGS FOR ADDITIONAL DETAILS AND REQUIREMENTS. 4. ALLOW 2' -0" CLEARANCE ABOVE NOTED INTERIOR COOLER HEIGHT FOR STRUCTURAL STEEL. 5. CLOSURES /FILLERS FOR ANTHONY WINDOWS TO BE BRIGHT STAINLESS PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. 6A.DIAMOND PLATE 4' H. X 16' LONG. 65.TWO DIAMOND PLATE 4' X 8' SHEETS BEHIND GRINDERS. 6G.DIAMOND PLATE BEHIND SKEWERS (SEE MEAT MGR.) F.V. SIZES. 6D.DIAMOND PLATE 3' x LENGTH OF BOX END WALL. 6E.55 PANEL SKIN ON EXPOSED PANELS IN ROTISSERIE BY PANEL MFG. 7. SEE GOSTGO SPEC FOR REQUIRED MATERIALS AND METHODOLOGY FOR SANITATION COMPLIANCE IN PREP AREAS. 8. 5' TALL DIAMOND PLATE CORNER GAURD SUPPLIED BY W.I. MANUFACTURER AND FIELD INSTALLED BY REFRIGERATION CONTRACTOR. 1. NON- ISULATED WALL BY GENERAL CONTRACTOR. N w L r L r L r r L A A A /• / / • • — t —_ _ • / \ / \ / \ / \ / \ / \ / \ / \ / Y Y Y Y Y Y Y Y Y (E)( 21) 32 L w - -e ( E) 1,216 +54 63 '- (E)(21) 3 "x63" REACH -IN DOORS / A x A .c A A A A A / / • / • / • L- / • / \ / • • / • • / • / • / • / • • • / L \ / -,- \ /~\ / �\ / / �\ Y Y Y Y Y Y / \ / \ / \ / \ / N / \ / \ / \ / \ / / / / / / / \ / ( - -�1 - - — y - - ��t y - - -� - -i - a ( -- - - �- � -�� ( -� O w 1 0 0 z \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y (E) (21) 52"x65" REACH - I N DOORS (E)8 NSHMGHP M/P DELI (E) 8'4" N3HMG P M/D DELI 0 N 10' -2" w (E) 8'4" N3HMGHP M/P DELI (E) (21) 32 " x63 " REACH - I N DOORS \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / Y Y Y Y Y Y Y Y Y (E)(21) 3: "x63" REACH -IN DOORS 65'- "PIT DIMENSION (E)(21) 52 "x63" REACH -IN DOORS ) 8'4" NSHMG P M/D DELI A /. / iC A . / A / , A A / • / • / • / • / • \ / / • / • / • / • / • P05 COOLER Q. FT. X 18'H. DEGREE BOX N / \ / Y Y Y Y Y Y Y Y Y Y Y Y "x63" REACH -IN DOORS "PIT DIMENSION (E) P S FREEZER #' 1,216 50. FT. X 15'H. DEGREE BOX ( E) POS FREEZER #2 1,216 50. FT. X 18'H. -10 DEGREE BOX 64' -0" 64' -0" 64' -0" 10' -4" (E) 8 NHMGHP S/D MEAT (1) 8'4" NHMG P S/P MEAT FRES 0 w A / A A A / • / • / • / • / • - - t- -- -1r -�- Y Y \ / Y 0 w -7 \ / \ / Y Y Y 50' -0" ILL wt v 1 1 w O ul cn 1 O ul I.? I z _1 \ / \ / Y Y 1 1 (E) 8'4" NHMGHP S/D MEAT 1 1/ ) 8'4" NHMG P 5/D MEAT w LINE /POINT OF SALES PLA 1 15' -4" w 1 X IZ w '0 z O '0 - r (E) 5' 4" NHMGHP 5/D DELI 6' -8" 6' -2" (N) DELI PREP O 587 S0.FT. +50 DEGREE BOX ) 4 -2 z x lJ 1 1 I 1 1 I 1 1 I (E) LFA -110AE (E) LFA -110AE (N) LFA - 150 (N) LFA -150 21 6E (N) ROTISSERIE GHIGKEN 505 50.FT. 17' -8" (E) 20 4" 125E M/D DELI (E /M) MK26 -206 KGE ( E) MEAT COOLER 1,051 50.FT. X 10'H. +25 DEGREE BOX 53'- (E) MEAT PREP 1,1 50.FT. +50 DEGREE BOX 54'- L q 7111 (N 1 ): 1 I 48 "x84" I `.1_ KGE (E /M) MK26 -206 (E) LFA -110AE A T ( E) SHOP- DAIRY GC 588 5O FT +36 DEGRE 0 4' -7" 1 0 • N 4",S4" . 4S "x84" L _ ( N) DISH PREP 250 50.FT. 10 1 1 I ( N) ROTISSERIE PREP 242 SO FT. J (N) LFA - 150 (N) DELI COOLER 651 SQ.FT.x 20'H. - o +54 DEGREE _N Z X ITC -24 -325 J l- 8 ' -11" 50' -0" 15' -2" NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOAGTION OF PANELS PRIOR TO INSTALLATION 24' -0" 43 IN OLER x 20'H E BOX 16 '9 A CORK m 1 1 (2) ANTI- 51'EAT PANELS (E) J - 1 ► MEG w 1q - 6 " co w A \ICA_ ROO RECEWEP DEC 10 2000 PERMIT CENT &F PART I AL FLOOR PLAN : POINT OF SALE /FRESH PROGRAM SCALE: 1/8 " =1' -0" c1 z 0 0 W z 0 1- z LL z o 0 = LL F- J J 0 0 z 0 0 0 ICD c 0 < 0 0 LO a o N 0(0. 1 Cr' N D N Z x N L N (3I-00 � N) 0 0) N N LA LA LA F 0 Q 1,5'- FIT DIMENSION DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION 20'4" NSHMGHF M/D DELI SCOTT 5OHNEMANN NHMGHF 5/D MEAT REACH-IN DOORS 8'0" HOT CASE E) 51'126-146A PLAN FOR: r i L �' i 1 J 1 r , Q— Z 1 ( E) RACK G 2e) ' -8" DOOR FRAME SURFACE MOUNT RIGID GONDUI7 J -BOX ABOVE P.0.5. ROOF PANEL J UNG T O N BOX ) ) � FAGTORY NIRI HARNE55 i NOTE: 1.) J -BOXES TO BE MOUNTED ABOVE P.0.5. ROOF PANEL THROUGH OUT. U) P.O.S. J EOX MOUNTING PETAI 5 G A L E NONE 1 BA 50' -0" KERY P_AN PRODUCE COOLER PLAN 0 0 © MT TEMPERATURE PROBE 2 CONDUCTOR BELDON GABLE TO MT ASSIGNED INPUT 05 SOLENOID DUPLEX CONVENIENCE OUTLET EM EMERGENCY LIGHTING. BALLAST TO BE REMOTE MOUNTED ON TOP OF THE BOX. BODINE (PART #550) OR OTHER GOSTGO APPROVED. NON -FUSED 4 POLE FAN DISCONNECT. 4TH POLE USED TO BREAK SOLENOID POWER FOR THAT SYSTEM. a GFI GROUND FAULT INTERRUPTER $ WP THERMOSTAT LEGEND REFRIGERATION SYSTEM ELEGTRIGAL GALLOUT JUNCTION BOX 8'x8" WATER TIGHT FLUORESCENT FIXTURE. PROVIDED AND INSTALLED BY REFRIG. ELECTRICAL CONTRACTOR. LITHONIA DM 2 g6TS HO 120 GW OR EQUAL ERGONOMIC LINEAR QUAD LAMP ELS HO -101A INSTALLED 5Y REFRIGERATION ELEGTRIGAL SUB - CONTRACTOR. WEATHER -PROOF SWITCH, DISCONNECT MEANS T NOTES 1. ALL JUNCTION BOXES FOR REACH -IN DOOR LIGHTS TO BE LOCATED ON MULLIONS. 5EE DETAIL THIS SHEET. 2. OVERHEAD ELEGTRIGAL CONDUIT TO BE RUN INSIDE OF TRUSS WORK AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. ISLAND CONVENIENCE OUTLETS - PROVIDED AND INSTALLED BY REFRIG. ELECTRICAL OONTRAGTOR. SEE LOCATION DETAILS THIS SHEET. 4. MEAT COOLER /PREP SWITCH LIGHTING - PROVIDED AND INSTALLED BY REFRIG. ELEGTRIGAL CONTRACTOR. 5. SURFACE MOUNT ALL CONDUIT FOR MEAT/ DELI /PRODUCE REFRIGERATED WALK -IN BOXES ON THE EXTERIOR ROOF OF THE WALK -IN BOXES. SEAL ALL PENETRATIONS WITH PERMAGUM OR EQUAL. NOTE: SEE SHEET R -5 FOR ELEGTRIGAL LEGEND ERES 50' -0" J INE /POINT OF SAES PLA 50 ' -0 " NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOACTION OF PANELS PRIOR TO INSTALLATION (2) ANT1-SYEAT PANELS (E) r SCALE: ( 2 M 4) 1✓ 1q' - EC PARTIAL FLOOR PLA A \ICAL ROOM 1 v1E ELEGTRIGAL ANIG ECE VED DEC 10 2000 PERMIT CENTB 1/8 " =1' -0" 0 z 0 cc 0 w z 0 2 � z LL L� Z tl o F- Q 0 z 0 0 N) 0 co I 0 0 co o < c } c a _C N cD'L 1 z x N s LCD op ( N N- 0 0 s rr) i 0 1 0 o 0 m < -- 0- 0 z z a. R- 2 Refrigeration Corporation DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PHONE: ( 602) 3c1c9-81 PLAN FOR: REV DATE BY DESCRIPTION A 07.08.08 MJP NEW POS FRFF7ER RAISED TO 21'6" INT. H. B 7.14.2008 RJO NEW FLOWER BOX C 10.7.08 MRM DELI - ROTISSERIE EXPANSION TEMPERATURE DIFFERENCE UNIT LETTER SIA AL AL AL S P L I T S U C T I 0 N H E A D E R AH AH AH BL BL BL S P L I T S U C T I 0 N H E A D E R BH BH BH S1 BH S1 B C C C c n a .J — H C D D O F- — O z = w< O w C C C 2) 1 5/8" 2 -1/8" CONTROL COMPRESSOR QUANTITY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HLCV- V8412M .. "" COMPRESSOR MODEL 3DA -0600 3DF -0900 4DP -1500 4DP -1500 3DA3 -0750 3DS -1500 3DS -1500 4DP -1500 4DS -2200 4DS -2200 3DT -1500 30S -1500 3DS -1500 3DA -0750 20C -0500 4DK -2500 4DH -2500 4DJ -3000 3DA -0600 4DP -1500 4DS -2200 120V/1 41.6 COMPRESSOR ASSEMBLY M8 DOOR/FRAME HEATERS ICRM FRFF7ER (E) ANTHONY CUSTOM 32" 120V/1 86.4 48 DOORS M9 MULLION LIGHTS POS FRFF7ER #1 (E) ANTHONY CUSTOM 32" 120V/1 41.6 0484V SM 1 SPARE M10 DOOR/FRAME HEATERS POS FRFF7ER #1 (E) - - -- 86.4 - -- DEMAND COOLING ! LIQUID INJECTION M11 THRESHOLD HEATER (E) 1 120V/1 --------- 6.40 - -- 7.00 - POVVEREDAIRE ETD -2 -84 KOOLGAS - -___- -_-_----- (MCA / MOCP) PROVIDED BY REFRIGERATION EQUIPMENT PROVIDER, INSTALLED BY REFRIGERATION CONTRACTOR M13 MULLION LIGHTS POS COOLER (E) - -- 41.6 69VP - - 49YE - COMPRESSOR FAN 7 17 13 1 48 DOORS 2 3 SPARE 1/4 MACHINE ROOM EXHAUST (E) VENT -AXIA - - -- - -- M16 THRESHOLD HEATER (E) 120V/1 2 SEE ARCHITECTURAL DETAIL OF POS FREEZER DOOR POS FREEZER #1 - 19 x 64 x 18 (E) OIL LEVEL REGULATOR SVE -4Z 1 -5 47,200 -14 CONVENIENCE OUTLET (E) ISLAND END -CAPS 3 460V/3 2.00 -- -2.80 MEAT PREP LIGHTS (E) - KOOLGAS - _-_-_ VAPOR PROOF FLUORESCENT LIGHT FIXTURES PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR M20 WALK -IN LIGHTS (E) COMPRESSOR CONTACTOR -- 10 69VP - 07YC (E) 7 17 13 3 (N1) PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR 4 5 1/4 POS FRFF7ER #2 - 19 x 64 x 18 (E) LHG6 -550 (E) OPE -6 Z 1 -15 53,040 M23 -24 ERGONOMIC ELS HO -101A 120V/1 HORSEPOWER PER UMC " ' ` ' 1.53 3.62 5.44 5.44 9.89 9.89 9.89 5.34 6.31 6.31 9.46 9.46 9.46 5.96 3.90 C6 ME -42 S.S. -- 1.53 5.44 6.31 7 17 13 UNIT CONNECTED UMC HORSEPOWER (N1) C2 1/4 POS FRFF7ER #2 - 19 x 64 x 18 (E) LHG6 -550 (E) OPE -6 Z 1 -15 53,040 C3 -24 120V/1 5 460V/3 2.60 - -- DEFROST TERMINATION THERMOSTAT 2.7 (460V/1) - KOOLGAS - REFRIGERANT R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 - - -_ SUCTION TEMPERATURE -28 -28 -28 -28 19 19 19 -18 -18 -18 22 22 22 22 13 22 22 22 -28 -28 -28 -- 69VP CONDENSING TEMPERATURE 105 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 105 110 110 - -- CAPACITY MBH "' " 19,690 29,201 44,439 44,439 76,623 121,282 121,282 62,157 73,673 73,673 129,431 129,431 129,431 81,955 31,794 180,230 180,230 211,551 19,690 44,439 54,530 S1A KILOWATTS MBH ' ' ` ' 4.49 6.54 10.41 10.41 7.86 12.72 12.72 12.03 14.14 14.14 12.99 12.99 12.99 8.01 3.58 17.69 17.69 21.41 4.49 10.41 12.43 REJECTION MBH ' ` " 35,028 51,515 79,962 79,962 103,342 164,706 164,706 103,212 121,919 121,919 173,769 173,769 173,769 109,293 44,009 240,596 240,596 584,613 35,028 79,962 96,943 REJECTION MBH ' ° " " 679,221 1/2 MEAT COOLER - 34 x 40 x 10 �� (E) 1,021,659 1,277,738 SUBCOOLING CREDIT 1.18 1.18 1.18 1.18 1.18 1.18 1.18 69VP - 42VS (E) 1.22 13 11 7 1.20 1.20 1.2 NIID DELI N6DHPM COMPRESSOR RLA " ' ` ' ' 20 28 22,000 25 8 120V/1 .60 2.40 0.95 1.40 -- OFFTIME - --_-- -- SPORT 9 -9 - UNIT RLA (460V/3) 15 16 24 24 18 26 26 24 30 30 26 26 26 20 10.4 40.6 40.6 45.0 15 24 30 120V/1 4.80 - - - -- OFFTIME - UNIT MCA -- 164 164 - -- (E) 4 189.5 25 9 (N3) 10 BAKERY COOLER - 20 x 20 x 10 (E) HC6A -166AB (E) - -- 34 UNIT MOPD 24 10 175 175 ------- 200 40 12 69VP 32VS (E) 4 9 9 10 120V CONTROL CIRCUIT MCA / MOPD 11 12 1/2 POS COOLER - 19 x 64 x 18 (E) SM26 -746A (E) SVE -4C - -- 34 77,500 24 11 460V/3 4.00 - - - -- - REV DATE BY DESCRIPTION A 07.08.08 MJP NEW POS FRFF7ER RAISED TO 21'6" INT. H. B 7.14.2008 RJO NEW FLOWER BOX C 10.7.08 MRM DELI - ROTISSERIE EXPANSION TEMPERATURE DIFFERENCE 10.3 VOLTAGE 460V HERTZ: 60 PHASE 3 13.0 GENERAL NOTES (N1) EVAPORATOR FANS AND DRAIN PAN HEATERS ARE NON - CONCURRENT LOADS (N2) RUN COMPRESSOR AS A LOW -END SATELLITE (N3) REGRIGERATION CONTRACTOR TO SUPPLY AND INSTALL NEW CONTROL VALVES (N4) RE -APE TO THE LOW -TEMP HEADER (N5) REFRIGERATION CONTRACTOR WILL MODIFY SYSTEM FOR GAS DEFROST (N6) COIL AIR INTAKE FILTER PROVIDED BY TYLER AND INSTALLED BY REFRIGERATION CONTRACTOR (N7) FIELD MOUNT & WIRE DPDT KEY SWITCHES, PROGRAM EMS CONTROLLER TO SWITCH TEMP ALARM SET POINTS FOR MED. TO LOW BASED ON KEY POSITION (N8) COILS WILL DEFROST INDIVIDUALLY,AND WILL CYCLE OFF BASED ON RETURN AIR TEMP UNIT LETTER I A DESIGN CONDITIONS for COSTCO # 3180 LAIRD ROAD TUKWILA, WA L5L5P8 C I 1 HLCV- V8410M INSIDE DESIGN TEMP. 75 °F DRY BULB 55% RELATIVE HUMIDITY DATA: CONTROL PANEL HPV08MB312 OUTSIDE DESIGN TEMP 95 °F DRY BULB 68 °F WET BULB ENGINEER: TOTAL REJECTION MBH 679,221 CONDENSER TYPE REMOTE AIR COOLED 1,277,738 TEMPERATURE DIFFERENCE 10.3 VOLTAGE 460V HERTZ: 60 PHASE 3 13.0 LENGTH 166 R- 22/R -404A SUPER PLUS /PROTO -AIRE UNIT LETTER I A B C MODEL 1 HLCV- V8410M HLCV- V8412M HLCV -Z412M CONTROL PANEL HPV08MB312 HPV08MB312 CPCZ12MB411 TOTAL REJECTION MBH 679,221 1,021,659 1,277,738 TEMPERATURE DIFFERENCE 10.3 15.5 13.0 LENGTH 166 166 328 WIDTH 96 96 96 HEIGHT 55 55 55 WEIGHT 2,800 2,880 5,800 DISCHARGE LINE SIZE FOR EACH RACK 2) 1 5/8" 2) 1 5/8" 2 -1/8" LIQUID DRAIN LINE SIZE FOR EACH RACK 2) 1 5/8" 2) 1 5/8" 2 -1/8" CONTROL SUCTION PRESSURE CONTROL 55FP EACH SYSTEM FUTURE REJ. CAP. AVAILABLE @15TD ELECTRICAL ASSEMBLY SIA A B C S1B MAIN CONTROLLER REMARKS ELECTRICAL NUMBER M1 13FR ELECTRICAL NUMBER MAIN DISCONNECT TEMPERATURE / DEFROST CONTROL / MONITOR (S /PORT) SUCTION BRANCH KITS LINE SIZING (EIGHTHS OF AN INCH) 84FR REMARKS DEFROST BOARD MODEL EXPANSION VALVES CASE LENGTH 54FR CASE TOTAL LENGTH HAND HEALD DISPLAY B.T.U.H. EVAP TEMP COMPRESSOR MODEL 58FR 16.0 CRANKCASE HEATER BREAKER PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL SUB - CONTRACTOR OFF TIME 52FR ESTIMATED RUN LENGTH TRANSFORMER SUCT RISER " ` ' " ° ' ' 78YS M5 EXPANSION BOARD HLCV- V8410M CONTROL SUCTION PRESSURE CONTROL 55FP EACH SYSTEM HIGH SUCTION ALARM .,...,.,. 10 COMPRESSOR CONTROLLER (5) WIRE CONTROL CIRCUIT TO SUPER PLUS SYSTEM A 72FR ALARM BELL NUMBER TIME TIME M6 UNIT LETTER SIA A B C S1B RACK ASSEMBLY REMARKS ELECTRICAL NUMBER M1 13FR ELECTRICAL NUMBER SPRINGS TEMPERATURE / DEFROST CONTROL / MONITOR (S /PORT) SUCTION BRANCH KITS LINE SIZING (EIGHTHS OF AN INCH) REF SYS NUM REMARKS RECEIVER SIZE MODEL EXPANSION VALVES CASE LENGTH QUANTITY CASE TOTAL LENGTH :,18 'DMa SCALE: 1 " =1' -0" I Q 0 /G 1/01 31V REVISED: 10/30/00 MJF 0 z z R-5 MISCELLANEOUS ELECTRICAL S# REFRIGERATOR TEMPERATURE SENSOR WIRE TO CPC ANALOG INPUT BOARD. CABLE TO BE SHIELDED COMPRE UNIT MODIFICATIONS AND ACCESSORIES K CONTROLS / ELECTRICAL ESSORIES TURBA -SHED OIL FILTER HEAT RECLAIM VALVE HOT WATER TANK/TEMP CONTROL HEAT RECLAIM CROSSOVER SPLIT CONDENSER LIQUID DRIER ASSEMBLY MAIN LIQUID LINE SOLENOID WINTER CONTROL / PRESSURE REG. SUBCOOLING ASSEMBLY SPLIT SUCTION MODIFICATION SUCTION/LIQUID MANIF INSULATION SUCTION ACCUMULATOR 54FH REMOTE CONDENSER REMOTE DEFROST PANELS REVISIONS REFRIGERATION SYSTEM NOTES TOTAL REFRIGERATION SYSTEMS COMBINED WILL CONTAIN LESS THAN 4000 LBS OF R -22 (GROUP Al CLASSIFIED BY IMC 2003 AND UMC 2000) TOTAL WAREHOUSE VOLUME IS 3,149,300 CUBIC FEET OF DISPURSABLE AREA. PER THE IMC 2003 TABLE 1103.1 IT ALLOWS 5.5 LBS. PER 1000 CU.FT. OR 17,321 LBS. PER THE UMC 2000 TABLE 11 -1 IT ALLOWS 9.4 LBS PER 1000 CU. FT. OR 29,603 LBS. UMC HORSE POWER RATINGS (.7335 KW = 1 HP) ARE AH= 72.36, AL= 63.22, BL= 50.61, BM/BH =72. BASED ON APPLICABLE REQUIREMENTS IN CHAPTER 11 OF THE IMC 2003 & UMC 2000. THE SYSTEM IS BELOW THE REFRIGERANT QUANTITY AND /OR 100 HP REQUIREMENTS, THEREFORE A REFRIGERATION MACHINERY ROOM IS NOT REQUIRED. ELECTRICAL NOTES ELECTRICAL CONTRACTOR SHALL: 1. USE MATERIALS AND METHODS THAT CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 2. USE NO ALUMINUM WRE TO CONNECT ANY REFRIGERATION EQUIPMENT. 3. VERIFY LOCATIONS OF ELECTRICAL STUB -UPS FOR REFRIGERATED CASES WITH REFRIGERATION CONTRACTOR PRIOR TO INSTALLATION. 4. SURFACE MOUNT ALL CONDUIT FOR MEAT /DELVPRODUCE REFRIGERATED WALK -IN BOXES ON THE EXTERIOR ROOF OF THE WALK -IN BOXES. SEAL ALL PERFORATIONS WITH PERMAGUM OR EQUAL. 5. CONNECT ALL POINT OF SALES (POS) BLOWER COIL FAN MOTORS TO ACCESSIBLE DISCONNECT. DISCONNECT MUST DE- ENERGIZE REFRIGERANT SOLENOID VALVE TO STOP FLOW ALL NECESSARY RELAYS FURNISHED BY ELECTRICAL CONTRACTOR. 6. FURNISH AND INSTALL CONDUIT, WIRE, OUTLETS, ETC., FOR REFRIGERATION FIXTURES AND CONNECT COMPLETE AND READY TO OPERATE, AS DIRECTED BY THE REFRIGERATION CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL ANY NECESSARY DISCONNECTS, CONTACTORS, CONTROL RELAYS, ETC., WHICH ARE NOT SPECIFICALLY SUPPLIED BY REF. EQ. PROVIDER. 7. REVIEW THE ELECTRICAL PLANS AND DIAGRAMS PRIOR TO AND CONTACT REF. EQ. PROVIDER IF CLARIFICATION IS NFFfED. UPON COMPLETION OF WRING, THIS CONTRACTOR SHALL PERFORM A SATISFACTORY OPERATIONAL CONTROL SEQUENCE CHECK WITH THE REFRIGERATION CONTRACTOR BY PROOFING ALL CIRCUITS AND CORRECTING WRING ERRORS. 8. MOUNT AND / OR CONNECT ALL THERMOSTATS, SOLENOIDS, AND OTHER ELECTRICAL CONTROLS FURNISHED BY REFRIGERATION CONTRACTOR. CONNECT ALL MOTORS, CONTROLS, AND OTHER COMPONENTS FURNISHED BY THIS CONTRACTOR 9. FURNISH AND INSTALL CONDUIT, WRE, OUTLETS, ETC., FOR ALL LIGHTS, HEATERS, WALK -IN BOXES, AND / OR REACH -IN DOOR ASSEMBLIES AND ALL OTHER FIXTURES AS REQUIRED. THESE FIXTURES ARE PROVIDED BY OTHERS AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 10. INSTALL ALARM BELL FURNISHED BY REF. EQ. PROVIDER. FURNISH AND INSTALL ALARM STROBE LIGHT. SEE WRING DETAIL. 11. FURNISH AND INSTALL ALL FUSED DISCONNECTS AND / OR MOTOR STARTERS NOT SPECIFICALLY SUPPLIED BY REF, EQ. PROVIDER. 12. CONNECT ALL COOLER AND FREEZER DOOR LIGHTS TO ENERGY MANAGEMENT SYSTEM PROVIDED BY OWNER. 13. RUN CONDUIT INSIDE THE OVERHEAD TRUSSWORK. 14. PROVIDE AS -BUILT PANEL SCHEDULES FOR ALL ELECTRICAL LOADS SHOWN ON ABOVE SCHEDULES. RECEIVED OEC 10 2000 PERMIT CENTEF z 0 J z 0 Q 6 zm 0 = - J J 0 0 m 0 i z 0 J c 0 0 0 0 0 > 0 r) z 0 co N) 1 0) 0 DO 0 0 • N Q 0 0 DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PHONE:(602) 5(1-0115 PLAN FOR: DESCRIPTION UNIT REF SYS NUM 10.7.08 REFRIGERATORS REQUIRED CAPACITY REMARKS ELECTRICAL NUMBER M1 REFRIGERATOR / WALK -IN COIL CIRCUITS ELECTRICAL NUMBER REFRIGERATOR / WALK -IN COIL ELECTRIC DEFROST TEMPERATURE / DEFROST CONTROL / MONITOR (S /PORT) SUCTION BRANCH KITS LINE SIZING (EIGHTHS OF AN INCH) REF SYS NUM REMARKS SYSTEM DESCRIPTION TUKWIL` WA MODEL EXPANSION VALVES CASE LENGTH QUANTITY CASE TOTAL LENGTH AIR TEMP B.T.U.H. EVAP TEMP COMPRESSOR MODEL SYSTEM LOAD CAPACITY RATIO 16.0 PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL SUB - CONTRACTOR OFF TIME KOOLGAS ESTIMATED RUN LENGTH LIQ SUCT RISER " ` ' " ° ' ' M5 ROOF -TOP CONDENSER A (E) HLCV- V8410M CONTROL SUCTION PRESSURE CONTROL LIQ SOL FIELD INST @ EVAP EACH SYSTEM TOTAL CAPACITY .,...,.,. 10 .,, °.,, °. (5) WIRE CONTROL CIRCUIT TO SUPER PLUS SYSTEM A TEMPERATU' NUMBER TIME TIME M6 ROOF -TOP CONDENSER B (E) HLCV- V8412M .. "" (15) WIRE SHIELDED BELDON 9541 CONTROL CIRCUIT TO SUPER PLUS SYSTEM CONTROL PANEL B 120V/1 10 (5) WIRE CONTROL CIRCUIT TO SUPER PLUS SYSTEM B 460V/3 17 POWER SUPPLY M7 MULLION LIGHTS ICRM FREEZER (E) ANTHONY CUSTOM 32" 120V/1 41.6 64 FIXTURES AT 0.65 AMPS EACH - SEE NOTE 12 M8 DOOR/FRAME HEATERS ICRM FRFF7ER (E) ANTHONY CUSTOM 32" 120V/1 86.4 48 DOORS M9 MULLION LIGHTS POS FRFF7ER #1 (E) ANTHONY CUSTOM 32" 120V/1 41.6 1 SPARE M10 DOOR/FRAME HEATERS POS FRFF7ER #1 (E) - - -- 86.4 - -- M11 THRESHOLD HEATER (E) 1 120V/1 --------- 6.40 - -- 7.00 - POVVEREDAIRE ETD -2 -84 KOOLGAS - -___- -_-_----- (MCA / MOCP) PROVIDED BY REFRIGERATION EQUIPMENT PROVIDER, INSTALLED BY REFRIGERATION CONTRACTOR M13 MULLION LIGHTS POS COOLER (E) - -- 41.6 69VP - - 49YE - -_-_ 7 17 13 1 48 DOORS 2 3 SPARE 1/4 MACHINE ROOM EXHAUST (E) VENT -AXIA - - -- - -- M16 THRESHOLD HEATER (E) 120V/1 2 SEE ARCHITECTURAL DETAIL OF POS FREEZER DOOR POS FREEZER #1 - 19 x 64 x 18 (E) SM15- 556KGE (E) SVE -4Z 1 -5 47,200 -14 CONVENIENCE OUTLET (E) ISLAND END -CAPS 3 460V/3 2.00 -- -2.80 MEAT PREP LIGHTS (E) - KOOLGAS - _-_-_ VAPOR PROOF FLUORESCENT LIGHT FIXTURES PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR M20 WALK -IN LIGHTS (E) - -- 10 69VP - 07YC (E) 7 17 13 3 (N1) PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR 4 5 1/4 POS FRFF7ER #2 - 19 x 64 x 18 (E) LHG6 -550 (E) OPE -6 Z 1 -15 53,040 M23 -24 ERGONOMIC ELS HO -101A 120V/1 4 460V/3 2.60 - - -2.7 (460V/1) - KOOLGAS - _-__-- M25 DUAL TEMP/ MEAT OVERHEAD LIGHTING' (E) HOLOPHANE 120V or 277V C6 ME -42 S.S. -- ME -19 (E) 7 17 13 4 (N1) C2 1/4 POS FRFF7ER #2 - 19 x 64 x 18 (E) LHG6 -550 (E) OPE -6 Z 1 -15 53,040 C3 -24 120V/1 5 460V/3 2.60 - -- DEFROST TERMINATION THERMOSTAT 2.7 (460V/1) - KOOLGAS - _____- C5 DUAL TEMP & DEF. TERM. SOL. CONTROL 120V/1 C6 ME-42 S.S. -- ME-19 (E) 7 17 13 5 (N1) 6 SPARE - - -_ - 120V/1 9.60 - -- 12.20 - KOOLGAS - -____ - -- 69VP - 07YC - 7 17 13 6 AL - LOW SIDE (SUPER PLUS SYSTEM) (E) - - --- 153,280 -28 3DF-0900, (2) 4DP-1500 162,567 94.3% ■ ■ - -- ----- -__------ - - ---- AL S1A RACK MOUNTED SATELLITE (E) 3DA-0600 - - -___ S1A 7 1/2 MEAT COOLER - 34 x 40 x 10 �� (E) 6.40 7.00 KOOLGAS 69VP - 42VS (E) 5 13 11 7 (N1) 8 NIID DELI N6DHPM 8 12 1 1 20 28 22,000 25 8 120V/1 .60 2.40 0.95 1.40 -- OFFTIME - --_-- -- SPORT 9 -9 - -- (E) 5 9 9 8 (N3) 9 BAKERY COOLER - 20 x 20 x 10 (E) GL36 -135A (E) 2 34 24,000 24 9 120V/1 4.80 - - - -- OFFTIME - -_--_ -- SPORT 7 -7 - -- (E) 4 7 7 9 (N3) 10 BAKERY COOLER - 20 x 20 x 10 (E) HC6A -166AB (E) - -- 34 24,000 24 10 120V/1 6.30 ------- 12 69VP 32VS (E) 4 9 9 10 11 12 1/2 POS COOLER - 19 x 64 x 18 (E) SM26 -746A (E) SVE -4C - -- 34 77,500 24 11 460V/3 4.00 - - - -- - 20 69VP 36VS (E) 5 17 13 11 MEAT PREP- 1,791 SQ FT (E) LFA -190 (E) SBFVE -C C 3 50 70,000 35 12 120V/1 6.40 ------- 15 69VP 34VS (E) 5 11 11 12 (N6) 13 NVD DELI (E) D5E (E) 8 12 1 1 20 31 27,100 24 13 --------- -_--- -- 12 - 32VS (E) 5 9 7 13 14 SUBCOOLER (E) - -- 50LIQ 24,798 35 14 --------- -�__- -- 15 - 12VVl61VJ (E) _-_ 14 AH - SUPER PLUS SYSTEM (E) 302,898 19 S16VM ZCZNIVVV\NVWP1R1R1 319,187 94.9% -------- ---__---- AH - -�-_- 27 BAKERY ISLAND (E) CEX/CPEX (E) 8 9 2 2 34 28 36,400 15 27 120V/1 1.16 1.16 - 0.92 - -- _--- - - - - -- (E) 5 11 11 27 S1B _ SATELLITE COMPRESSOR (E) --- _ - - -_- 36,400 12 HIRP-0484VSM 38,789 93.8% --- - - - - -- ____---- - - -___ S1B 15 BAKERY FRFF7ER - 527 SQ FTx 10 (E) MK24- 210KGE (E) 2 -5 41,500 -15 15 120V/1 6.40 - -- 7.00 - KOOLGAS ___- -- 20 69VP - 42VS (E) 5 13 11 15 (N1) 16 1/4 POS FRFF7ER #1 - 19 x 64 x 18 (E) SM15- 556KGE (E) SVE -4Z - -- -5 47,200 -14 16 460V/3 2.00 -- -2.80 - KOOLGAS -__- - -- 69VP - 07YC (E) 7 17 13 16 (N1) 17 1/4 POS FREEZER #1 - 19 x 64 x 18 (E) SM15- 556KGE (E) SVE 4Z - -- -5 47,200 -14 17 460V/3 2.00 -- -2.80 - KOOLGAS ____ - -- 69VP _ 07YC (E) 7 17 13 17 (N1) 18 1/4 POS FREEZER #1 - 19 x 64 x 18 (E) SM15- 556KGE (E) SVE -4Z 1 -5 47,200 -14 18 120V/1 9.60 -- -12.20 - KOOLGAS ---- - -- 69V P _ 07YC (E) 7 17 13 18 (N1) 19 1/2 MEAT COOLER - 34 x 40 x 10 (EM) MK26- 206KGE (E) -_ - -- 28 33,500 21 19 120V/1 6.40 - -- 7.00 - KOOLGAS ---_ -- SPORT 11-11 EPR (E) 5 11 11 19 (N1)(N3)(N4) BL _ LOW SIDE (SUPER PLUS SYSTEM) (E) - - -_- 216,600 -18 4DP-1550, (2) 4DS 2200 247,214 87.6% --- - - - - -- ____---- - - -__- BL 20 S/D DELI (EM) NHMGHP ( ER, N). -■ 8 12 2 2 40 29 17,000 24 20 120V/1 1.08 1.56 - - -- OFFTIME __-_ -- SPORT 9 -9 - -- (E) 5 9 9 20 (N3) 21 DELI PREP- 320 SQ FT (N) LFA -150 (N) SBFVE -C C 3 50 49,265 35 21 120V/1 2.80 - - - -- OFFTIME ___- -- SPORT9 -9 - -- (E) 5 9 9 21 (N4),(N6) 22 COMBO REFRIGERATION LINE (E) 22 - - - - - _--- -- 20 - -- (E) 7 17 13 22 22A 22B 22C 1/6 DAIRY COOLER - 24 x 37 x 20 (E) 1/6 DAIRY COOLER - 24 x 37 x 20 (E) 1/6 DAIRY COOLER - 24 x 37 x 20 (E) GH56 -340A (E) GH56 -340A (E) GH56 -270A (E) SBFVE-C C (N) SBFVE-C C (N) SBFVE -C C (N) 1 1 1 36 36 36 34,000 34,000 30,500 25 25 25 22A 22B 22C 120V/1 120V/1 120V/1 9.60 9.60 9.60 - - - - - - -- -- -- OFFTIME OFFTIME OFFTIME __-_ _-_- --__ - - - - - - -- -- -- ME -25 S.S ME -25 S.S ME -25 S.S (E) (E) (E) • LO rn a) a: 22A 22B 22C (N8) (N8) (N8) 23 1/2 PRODUCE COOLER - 36 x 44 x 20 (E) EFA -340 (N) SBFVE-C C 3 40 94,000 30 23 120V/1 9.60 - -- OFFTIME -__- -' SPORT 17 -17 - -- (E) .. 7 .. 17 ., 13 23 24 BAKERY CAKE CASE (E) NDFLHP (E) -- 12 28 24,000 22 24 120V/1 4.80 - - -- -_-- - -- 69VP -- (E) 5 11 11 24 25 1/2 POS COOLER - 19 x 64 x 18 (E) SM26 -746A (E) SVE -4C - -- 34 77,500 55 25 460V/3 4.00 - - - - -- 20 69VP 36VS (E) 5 17 13 25 26 MECHANICAL HOUSE - 19 x 25 x 10 (E) SK28 -104A (E) - -- 75 25,000 35 26 120V/1 3.20 - - - -- _ -_ -- 12 - 10VV/61 VJ (E) --_ 26 28 SUBCOOLER (E) - -- 50LIQ 37,711 35 28 -- - -- -_-__- 15 - 12VVl61VJ (E) __- 28 44 FLOWER BOX 10 x 10 x 10 (N) FL36 -160 (N) SBFVE -A C 1 44 10,000 38 44 120V/1 3.30 - - - -- OFFTIME -_-_ -- T -STAT (N) ME9S240 (N) -- 140 4 7 5 44 BH - SUPER PLUS SYSTEM (E) 432,976 22 S06VM _-- VVVWVYWYP1R1R1 470,248 92.1% - - - - -- ____---- - - -_-- BH S1BH SATELLITE COMPRESSOR (E) - - -_ - -- HIRP-0724VSM -- - - - -- ____---- - - --_- S1BH 29 DUAL -TEMP ISLAND (FUTURE) NFNG 4 2 8 12 56 -10 23,800 -25 29 120V/1 4.98 7.52 KOOLGAS C5 ME- 34S.S. ME-19 (E) 5 13 11 29 30 1/4 POS FREEZER #2 - 19 x 64 x 18 (E) LHG6 -550 (N) OPE -6 Z 1 -15 53,040 -24 30 460V/3 2.60 2.7 (460V/1) KOOLGAS C6 ME -34 S.S. ME -19 (E) 7 17 13 30 (N1) 31 1/4 POS FRFF7ER #2 - 19 x 64 x 18 (E) LHG6 -550 (N) OPE -6 Z 1 -15 53,040 -24 31 460V/3 2.60 2.7 (460V/1) KOOLGAS C6 ME-34 S.S. ME-19 (E) 7 17 13 31 (N1) C1 (E) 129,880 -28 142,391 91.2% 32 SPARE 32 33 ROTISSERIE PREP (N) LFA -087 (N) SBFVE -A C 2 50 16,975 35 33 120V/1 2.80 OFFTIME SPORT9 -9 120 5 9 9 33 34 S/D MEAT (EM) NHMGHP (E) 8 12 1 5 68 27 28,900 24 34 120V/1 1.08 1.56 OFFTIME SPORT 9-9 (E) 5 9 9 34 35 COMBO REFRIGERATION LINE (E) 35 SPORT 17 -17 (E) 7 17 13 35 35a 1/6 DAIRY COOLER - 24 x 37 x 20 (E) GH56 -340A (E) SBFVE -C C (N) 1 36 34,000 25 35a 120V/1 9.60 OFFTIME ME -25 S.S (E) 5 9 9 35a (N8) 35b 1/6 DAIRY COOLER - 24 x 37 x 20 (E) GH56 -340A (E) SBFVE -C C (N) 1 36 34,000 25 35b 120V/1 9.60 OFFTIME ME -25 S.S (E) 5 9 9 35b (N8) 35c 1/6 DAIRY COOLER - 24 x 37 x 20 (E) GH56 -270A (E) SBFVE -C C (N) 1 36 30,500 25 35c 120V/1 9.60 OFFTIME ME -25 S.S (E) 5 9 9 35c (N8) 36 1/2 PRODUCE COOLER - 36 x 44 x 20 (E) EFA -340 (E) SBFVE -C C 3 40 94,000 30 36 120V/1 9.60 OFFTIME SPORT 13 -13 (E) 7 13 13 36 37 DELI ISLAND (E) N3HMGHP (E) 8 12 4 2 56 28 56,000 25 37 120V/1 1.42 2.14 2.35 3.50 OFFTIME SPORT 13 -13 (E) 5 13 11 37 38 DELI ISLAND (E) N3HMGHP (E) 8 12 4 2 56 28 56,000 25 38 120V/1 1.42 2.14 2.35 3.50 OFFTIME SPORT 13 -13 (E) 5 13 11 38 39 MEAT ISLAND (E) NHMGHP (E) 8 12 4 2 56 28 23,800 25 39 120V/1 1.08 1.56 OFFTIME SPORT 9 -9 (E) 5 9 9 39 40 MEAT ISLAND (E) NHMGHP (E) 8 12 4 2 56 28 23,800 25 40 120V/1 1.08 1.56 OFFTIME SPORT9 -9 (E) 5 9 9 40 41 DELI COOLER - 16 x 36 x 20 (N) ITG24 -325 (N) SBFVE -C C 2 34 56,000 24 41 120V/1 14.20 OFFTIME SPORT 13 -13 120 5 13 11 41 (N4)(N5) 42 MECHANICAL HOUSE - 19 x 25 x 10 (E) SK38 -164A (E) 75 25,000 35 42 120V/1 3.20 42 43 SUBCOOL RACK C (E) 23,732 43 5 7 7 43 C2 _ PARALLEL COMPRESSOR RACK (E) 502,707 22 OPH15PM -MG /MGMGMGMG 572,011 87.9% C2 MISCELLANEOUS ELECTRICAL S# REFRIGERATOR TEMPERATURE SENSOR WIRE TO CPC ANALOG INPUT BOARD. CABLE TO BE SHIELDED COMPRE UNIT MODIFICATIONS AND ACCESSORIES K CONTROLS / ELECTRICAL ESSORIES TURBA -SHED OIL FILTER HEAT RECLAIM VALVE HOT WATER TANK/TEMP CONTROL HEAT RECLAIM CROSSOVER SPLIT CONDENSER LIQUID DRIER ASSEMBLY MAIN LIQUID LINE SOLENOID WINTER CONTROL / PRESSURE REG. SUBCOOLING ASSEMBLY SPLIT SUCTION MODIFICATION SUCTION/LIQUID MANIF INSULATION SUCTION ACCUMULATOR 54FH REMOTE CONDENSER REMOTE DEFROST PANELS REVISIONS REFRIGERATION SYSTEM NOTES TOTAL REFRIGERATION SYSTEMS COMBINED WILL CONTAIN LESS THAN 4000 LBS OF R -22 (GROUP Al CLASSIFIED BY IMC 2003 AND UMC 2000) TOTAL WAREHOUSE VOLUME IS 3,149,300 CUBIC FEET OF DISPURSABLE AREA. PER THE IMC 2003 TABLE 1103.1 IT ALLOWS 5.5 LBS. PER 1000 CU.FT. OR 17,321 LBS. PER THE UMC 2000 TABLE 11 -1 IT ALLOWS 9.4 LBS PER 1000 CU. FT. OR 29,603 LBS. UMC HORSE POWER RATINGS (.7335 KW = 1 HP) ARE AH= 72.36, AL= 63.22, BL= 50.61, BM/BH =72. BASED ON APPLICABLE REQUIREMENTS IN CHAPTER 11 OF THE IMC 2003 & UMC 2000. THE SYSTEM IS BELOW THE REFRIGERANT QUANTITY AND /OR 100 HP REQUIREMENTS, THEREFORE A REFRIGERATION MACHINERY ROOM IS NOT REQUIRED. ELECTRICAL NOTES ELECTRICAL CONTRACTOR SHALL: 1. USE MATERIALS AND METHODS THAT CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 2. USE NO ALUMINUM WRE TO CONNECT ANY REFRIGERATION EQUIPMENT. 3. VERIFY LOCATIONS OF ELECTRICAL STUB -UPS FOR REFRIGERATED CASES WITH REFRIGERATION CONTRACTOR PRIOR TO INSTALLATION. 4. SURFACE MOUNT ALL CONDUIT FOR MEAT /DELVPRODUCE REFRIGERATED WALK -IN BOXES ON THE EXTERIOR ROOF OF THE WALK -IN BOXES. SEAL ALL PERFORATIONS WITH PERMAGUM OR EQUAL. 5. CONNECT ALL POINT OF SALES (POS) BLOWER COIL FAN MOTORS TO ACCESSIBLE DISCONNECT. DISCONNECT MUST DE- ENERGIZE REFRIGERANT SOLENOID VALVE TO STOP FLOW ALL NECESSARY RELAYS FURNISHED BY ELECTRICAL CONTRACTOR. 6. FURNISH AND INSTALL CONDUIT, WIRE, OUTLETS, ETC., FOR REFRIGERATION FIXTURES AND CONNECT COMPLETE AND READY TO OPERATE, AS DIRECTED BY THE REFRIGERATION CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL ANY NECESSARY DISCONNECTS, CONTACTORS, CONTROL RELAYS, ETC., WHICH ARE NOT SPECIFICALLY SUPPLIED BY REF. EQ. PROVIDER. 7. REVIEW THE ELECTRICAL PLANS AND DIAGRAMS PRIOR TO AND CONTACT REF. EQ. PROVIDER IF CLARIFICATION IS NFFfED. UPON COMPLETION OF WRING, THIS CONTRACTOR SHALL PERFORM A SATISFACTORY OPERATIONAL CONTROL SEQUENCE CHECK WITH THE REFRIGERATION CONTRACTOR BY PROOFING ALL CIRCUITS AND CORRECTING WRING ERRORS. 8. MOUNT AND / OR CONNECT ALL THERMOSTATS, SOLENOIDS, AND OTHER ELECTRICAL CONTROLS FURNISHED BY REFRIGERATION CONTRACTOR. CONNECT ALL MOTORS, CONTROLS, AND OTHER COMPONENTS FURNISHED BY THIS CONTRACTOR 9. FURNISH AND INSTALL CONDUIT, WRE, OUTLETS, ETC., FOR ALL LIGHTS, HEATERS, WALK -IN BOXES, AND / OR REACH -IN DOOR ASSEMBLIES AND ALL OTHER FIXTURES AS REQUIRED. THESE FIXTURES ARE PROVIDED BY OTHERS AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 10. INSTALL ALARM BELL FURNISHED BY REF. EQ. PROVIDER. FURNISH AND INSTALL ALARM STROBE LIGHT. SEE WRING DETAIL. 11. FURNISH AND INSTALL ALL FUSED DISCONNECTS AND / OR MOTOR STARTERS NOT SPECIFICALLY SUPPLIED BY REF, EQ. PROVIDER. 12. CONNECT ALL COOLER AND FREEZER DOOR LIGHTS TO ENERGY MANAGEMENT SYSTEM PROVIDED BY OWNER. 13. RUN CONDUIT INSIDE THE OVERHEAD TRUSSWORK. 14. PROVIDE AS -BUILT PANEL SCHEDULES FOR ALL ELECTRICAL LOADS SHOWN ON ABOVE SCHEDULES. RECEIVED OEC 10 2000 PERMIT CENTEF z 0 J z 0 Q 6 zm 0 = - J J 0 0 m 0 i z 0 J c 0 0 0 0 0 > 0 r) z 0 co N) 1 0) 0 DO 0 0 • N Q 0 0 DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PHONE:(602) 5(1-0115 PLAN FOR: DESCRIPTION MODEL VOLTAGE AMPS WATTS REMARKS M1 WALK -IN LIGHTS (N) 120V/1 2.2 EACH VAPOR PROOF FLORESCENT LIGHT FIXTURES PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL SUB - CONTRACTOR M2 FRFF7ER DOOR HEATER (E) 120V/1 10 M3 HEAT TAPE (E) 120V/1 16.0 PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL SUB - CONTRACTOR M4 FLORESCENT LIGHTS (E) 120V/1 2.2 EACH VAPOR PROOF FLUORESCENT LIGHT FIXTURES PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR M5 ROOF -TOP CONDENSER A (E) HLCV- V8410M 24V/1 (15) WRE SHIELDED BELDON 9541 CONTROL CIRCUIT TO SUPER PLUS SYSTEM CONTROL PANEL A 120V/1 10 (5) WIRE CONTROL CIRCUIT TO SUPER PLUS SYSTEM A 460V/3 17 POWER SUPPLY M6 ROOF -TOP CONDENSER B (E) HLCV- V8412M 24V/1 (15) WIRE SHIELDED BELDON 9541 CONTROL CIRCUIT TO SUPER PLUS SYSTEM CONTROL PANEL B 120V/1 10 (5) WIRE CONTROL CIRCUIT TO SUPER PLUS SYSTEM B 460V/3 17 POWER SUPPLY M7 MULLION LIGHTS ICRM FREEZER (E) ANTHONY CUSTOM 32" 120V/1 41.6 64 FIXTURES AT 0.65 AMPS EACH - SEE NOTE 12 M8 DOOR/FRAME HEATERS ICRM FRFF7ER (E) ANTHONY CUSTOM 32" 120V/1 86.4 48 DOORS M9 MULLION LIGHTS POS FRFF7ER #1 (E) ANTHONY CUSTOM 32" 120V/1 41.6 64 FIXTURES AT 0.65 AMPS EACH - SEE NOTE 12 M10 DOOR/FRAME HEATERS POS FRFF7ER #1 (E) ANTHONY CUSTOM 32" 120V/1 86.4 48 DOORS M11 THRESHOLD HEATER (E) 120V/1 15 SEE ARCHITECTURAL DETAIL OF BAKERY FREEZER DOOR M12 COLD ZONE AIR CURTAIN (E) POVVEREDAIRE ETD -2 -84 460V /3ph 2.7 / 10 (MCA / MOCP) PROVIDED BY REFRIGERATION EQUIPMENT PROVIDER, INSTALLED BY REFRIGERATION CONTRACTOR M13 MULLION LIGHTS POS COOLER (E) ANTHONY CUSTOM 32" 120V/1 41.6 64 FIXTURES AT 0.65 AMPS EACH - SEE NOTE 12 M14 DOOR HEATERS POS COOLER (E) ANTHONY CUSTOM 32" 120V/1 14.2 48 DOORS M15 MACHINE ROOM EXHAUST (E) VENT -AXIA 120V/1 1.2 M16 THRESHOLD HEATER (E) 120V/1 15 SEE ARCHITECTURAL DETAIL OF POS FREEZER DOOR M17 HOT CASE (E) 8' -0" BY OTHERS M18 CONVENIENCE OUTLET (E) ISLAND END -CAPS 120V/1 16 EACH PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR M19 MEAT PREP LIGHTS (E) 120V/1 2.2 EACH VAPOR PROOF FLUORESCENT LIGHT FIXTURES PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR M20 WALK -IN LIGHTS (E) 120V/1 10 M21 POS COOLER/FREEZER LIGHTS (E) JASONIC 23 "x23 "x8" O.D. ELS H0 -1 120V/1 1.47 EACH 150 PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR M22 SHOP -IN PRODUCE AND DAIRY AIR -DOOR (E) HCR - AC 208- 230V/3p1 8.6 / 15 (MCA / MOCP) PROVIDED BY REFRIGERATION EQUIPMENT PROVIDER, INSTALLED BY REFRIGERATION CONTRACTOR M23 POS FRFF7ER LIGHTS (E) ERGONOMIC ELS HO -101A 120V/1 1.5 EACH 150 23" x 23" x 8" O.D. - INSTALLED BY REFRIGERATION ELECTRICAL SUB - CONTRACTOR M24 ANTI -SWEAT CONTROL PANEL (E) ASP 120V/1 16.0 REFRIGERATION ELECTRICIAN TO PROVIDE POWER TO ANTI -SWEAT PANELS (1 -24 CH & 1 -16 CH) & VVIREALL GLASS DOOR A/S CIRCUITS THROUGH CONTACTS. M25 DUAL TEMP/ MEAT OVERHEAD LIGHTING' (E) HOLOPHANE 120V or 277V OVERHEAD LIGHT FIXTURES PROVIDED BY TYLER AND INSTALLED BY REFRIGERATION CONTRACTOR MISCELLANEOUS CONTROLS 01 REFRIGERATION T -STAT AND SOLENOID 120V/1 RUN (4) WRES TO PROTO -AIRE CONTROL PANEL, (2) FOR SOLENOID, (2) FOR COMPRESSOR CONTACTOR C2 HOT WATER ECONOMIZER THERMOSTAT 120V/1 C3 DEFROST SOLENOID 120V/1 RUN TO PROTO -AIRE CONTROL PANEL C4 DEFROST TERMINATION THERMOSTAT 24V/1 BELDON #8761 OR EQUAL - WRE IN SERIES AND TO COMPRESSOR RACK C5 DUAL TEMP & DEF. TERM. SOL. CONTROL 120V/1 (1) #14 PER ZONE OF DUAL TEMP FROM RK TO FIXT & (1) #14 COMMON PER SYS. (2) #14 PER SYS FOR DEF. TERM SOL. PVVR IN SERIES W/ CASE TERM. KLIXONS. C6 FAN STOP/ LIQUID LINE SOLENOID 208V/1 WIRE TO TRANSFORMER ON COIL / THRU AUXILIARY CONTACTS IN REMOTE FAN DISCONNECT. TEMPERATURE SENSORS MISCELLANEOUS ELECTRICAL S# REFRIGERATOR TEMPERATURE SENSOR WIRE TO CPC ANALOG INPUT BOARD. CABLE TO BE SHIELDED COMPRE UNIT MODIFICATIONS AND ACCESSORIES K CONTROLS / ELECTRICAL ESSORIES TURBA -SHED OIL FILTER HEAT RECLAIM VALVE HOT WATER TANK/TEMP CONTROL HEAT RECLAIM CROSSOVER SPLIT CONDENSER LIQUID DRIER ASSEMBLY MAIN LIQUID LINE SOLENOID WINTER CONTROL / PRESSURE REG. SUBCOOLING ASSEMBLY SPLIT SUCTION MODIFICATION SUCTION/LIQUID MANIF INSULATION SUCTION ACCUMULATOR 54FH REMOTE CONDENSER REMOTE DEFROST PANELS REVISIONS REFRIGERATION SYSTEM NOTES TOTAL REFRIGERATION SYSTEMS COMBINED WILL CONTAIN LESS THAN 4000 LBS OF R -22 (GROUP Al CLASSIFIED BY IMC 2003 AND UMC 2000) TOTAL WAREHOUSE VOLUME IS 3,149,300 CUBIC FEET OF DISPURSABLE AREA. PER THE IMC 2003 TABLE 1103.1 IT ALLOWS 5.5 LBS. PER 1000 CU.FT. OR 17,321 LBS. PER THE UMC 2000 TABLE 11 -1 IT ALLOWS 9.4 LBS PER 1000 CU. FT. OR 29,603 LBS. UMC HORSE POWER RATINGS (.7335 KW = 1 HP) ARE AH= 72.36, AL= 63.22, BL= 50.61, BM/BH =72. BASED ON APPLICABLE REQUIREMENTS IN CHAPTER 11 OF THE IMC 2003 & UMC 2000. THE SYSTEM IS BELOW THE REFRIGERANT QUANTITY AND /OR 100 HP REQUIREMENTS, THEREFORE A REFRIGERATION MACHINERY ROOM IS NOT REQUIRED. ELECTRICAL NOTES ELECTRICAL CONTRACTOR SHALL: 1. USE MATERIALS AND METHODS THAT CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 2. USE NO ALUMINUM WRE TO CONNECT ANY REFRIGERATION EQUIPMENT. 3. VERIFY LOCATIONS OF ELECTRICAL STUB -UPS FOR REFRIGERATED CASES WITH REFRIGERATION CONTRACTOR PRIOR TO INSTALLATION. 4. SURFACE MOUNT ALL CONDUIT FOR MEAT /DELVPRODUCE REFRIGERATED WALK -IN BOXES ON THE EXTERIOR ROOF OF THE WALK -IN BOXES. SEAL ALL PERFORATIONS WITH PERMAGUM OR EQUAL. 5. CONNECT ALL POINT OF SALES (POS) BLOWER COIL FAN MOTORS TO ACCESSIBLE DISCONNECT. DISCONNECT MUST DE- ENERGIZE REFRIGERANT SOLENOID VALVE TO STOP FLOW ALL NECESSARY RELAYS FURNISHED BY ELECTRICAL CONTRACTOR. 6. FURNISH AND INSTALL CONDUIT, WIRE, OUTLETS, ETC., FOR REFRIGERATION FIXTURES AND CONNECT COMPLETE AND READY TO OPERATE, AS DIRECTED BY THE REFRIGERATION CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL ANY NECESSARY DISCONNECTS, CONTACTORS, CONTROL RELAYS, ETC., WHICH ARE NOT SPECIFICALLY SUPPLIED BY REF. EQ. PROVIDER. 7. REVIEW THE ELECTRICAL PLANS AND DIAGRAMS PRIOR TO AND CONTACT REF. EQ. PROVIDER IF CLARIFICATION IS NFFfED. UPON COMPLETION OF WRING, THIS CONTRACTOR SHALL PERFORM A SATISFACTORY OPERATIONAL CONTROL SEQUENCE CHECK WITH THE REFRIGERATION CONTRACTOR BY PROOFING ALL CIRCUITS AND CORRECTING WRING ERRORS. 8. MOUNT AND / OR CONNECT ALL THERMOSTATS, SOLENOIDS, AND OTHER ELECTRICAL CONTROLS FURNISHED BY REFRIGERATION CONTRACTOR. CONNECT ALL MOTORS, CONTROLS, AND OTHER COMPONENTS FURNISHED BY THIS CONTRACTOR 9. FURNISH AND INSTALL CONDUIT, WRE, OUTLETS, ETC., FOR ALL LIGHTS, HEATERS, WALK -IN BOXES, AND / OR REACH -IN DOOR ASSEMBLIES AND ALL OTHER FIXTURES AS REQUIRED. THESE FIXTURES ARE PROVIDED BY OTHERS AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 10. INSTALL ALARM BELL FURNISHED BY REF. EQ. PROVIDER. FURNISH AND INSTALL ALARM STROBE LIGHT. SEE WRING DETAIL. 11. FURNISH AND INSTALL ALL FUSED DISCONNECTS AND / OR MOTOR STARTERS NOT SPECIFICALLY SUPPLIED BY REF, EQ. PROVIDER. 12. CONNECT ALL COOLER AND FREEZER DOOR LIGHTS TO ENERGY MANAGEMENT SYSTEM PROVIDED BY OWNER. 13. RUN CONDUIT INSIDE THE OVERHEAD TRUSSWORK. 14. PROVIDE AS -BUILT PANEL SCHEDULES FOR ALL ELECTRICAL LOADS SHOWN ON ABOVE SCHEDULES. RECEIVED OEC 10 2000 PERMIT CENTEF z 0 J z 0 Q 6 zm 0 = - J J 0 0 m 0 i z 0 J c 0 0 0 0 0 > 0 r) z 0 co N) 1 0) 0 DO 0 0 • N Q 0 0 DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PHONE:(602) 5(1-0115 PLAN FOR: I Q9 l8 'JMa SCALE: 1/8 " =1' -0" 0/ :31V0 REVISED: 10/30/08 MJF 0 z z R -4 1 L J 1 ( E) RACK G 28' —a" 2" OUTLET 3" TRAP SET SPLASH RIM 3/4" ABOVE FINISH FLOOR TRAP 4 ARM =LOOK PRA DETAI� 5 GALE NONE FLOOR SINK 1/2 EXPOSED W/ 1/2 GRATE COVER ) DIMENSIONS AS SHOWN ON PLUMBING PLAN SEE ARGH. PRWGS. KPLATE OF GASE OFFSET BEND IF REQ. FOR ADJUSTMENT KIGKPLATE OF CASE Ell MEM KIM MEM MEM 24" 24" X 24" BLOCK -OUT FINAL POUR TO BE MADE AFTER CASE 15 SET v ry (2) FLOOR S I < DETAIL L 50' -0" BAKERY P_AN PRODUCE COOLER PLAN S C A L E i " =1' -0" 1 1 2 F NISHED FLOOR GAST IRON EXTENSION SAME SIZE AS SEWER UP TO 3" DIAMETER / GLEANOUT COVER REQUIRED TO BE HEAVY DUTY GAST IRON WITH NICKEL VENEER TOP BUILDING DRAIN SIZE PER PLANS =U =JRE =L OOR DRA I DETAIL S C A L E NONE 5 O PLUMBING GALLOUT PLUMBING STUB —UP ♦— CASE /COIL CONNECTION D PLUMBING LEGEND PLUMBING SCHEDULE COIL WASTE STUB —UP. SEE ARGHITEGTURAL DRAWINGS MEGHANIGAL SHEET FOR DETAIL. 12 "x12" FLOOR SINK. SEE ARGHITEGTURAL DRAWINGS MEGHANIGAL SHEET FOR DETAIL. PVG PIPE WRAP. ALL PREP AREA CONDENSATE DRAIN LINES TO RECEIVE PR0T0 PVG WRAF OR OTHER G0STG0 APPROVED. ■ • FRES LINE /POI NOTE: ALL PLUMBING AND PRAIN LINES, FIXTURES, VALVES AND MISCELLANEOUS EQUIPMENT ARE PROVIDED AND INSTALLED BY 6.G. ALL ABOVE GRADE CONDENSATE LINES BY REFRIGERATION CONTRACTOR. NOTE: NO DRAIN PIPING TO STUB OUT THE id' SIDE OF ANY POS 50X. NOTE: VENT PIPE PROVIDED BY 6G PLUMBER TO HAVE MIN. 3" GAP FROM 000LER WALL TO EDGE OF VENT PIPE. 5 0' -0" T OF SAES PLAN r L 2 2' 4 4 T 1/2 L�- r-J PVG • . C PVG 50' -0" RUN CONDENSATE LINE TO UNDER SINK DRAIN C P VG> NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOAGTION OF PANELS PRIOR TO INSTALLATION AR gau..u..�.u g u l u m o • a u u u u u o u o o u u u N v u u u u u • • M, RUN CONDENSATE LINE TO UNDER SINK DRAIN ORK (2) ANTI -SYEAT PANELS (E) J SCALE: EC ANICAL ROOM 1 _ ECEIVEP DEC 1 0 2000 PERMIT CENTEI PARTIAL FLOOR PLAN : PLUMBING 1/S " =1' -0" 0 0 Q c3 w z 0 r-- Q 2 z 0< z a O i J J 0 0 z m 0 CD 00 ND CD O LID � CO Q 0 0 _c 0 - N Q z X 0 L0 Q) h- 0 � 0 0 Co 1LL_N 1LU 1LU DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PLAN FOR: r I 1 L i I i I J 1 1 � I I i0 I � i €) I I I 0 i I I I I i 1 1.0 i I I 1 i @ 1 � � - I- 4 -I - r I 1 L I i I J 1 I @ 1 €) I e (Di I @ r I 1 L I i I J 1 I @ 1 @ @ 1 @ I I J.-1:--: I I r I 1 L I i I J 1 I ( E) RACK G � 1 ('E I I I I I I 6-------) I I I 1 (:-.-:-----).' � I I I J.-1:--: I I r I 1 L i I J 1 ( E) RACK G 2a' -a" 040 ALUM BK. WHT PVG JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES FALSE COLUMN PIPE CHASE S C A L E NONE 5 NOTE: 1.) GENERAL CONTRACTOR TO DO GUTTING, DIGGING, BACK FILLING, COMPACTING AND FINISHING FLOOR. 2.) REFRIGERATION CONTRACTOR TO INSTALL PVG PIPES AND FITTINGS TOGETHER WITH REFRIGERATION LINES. FINISHED FLOOR PVG PIPE SIZE PER - PLAN OR AS REQUIRED (6" MIN. TYP.) NOTE: HIGH POINT TO BE 6" BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM I /8" /FT. PITCH IN DIRECTION OF FLOW. FOAM OPENING AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIGERATION CONTRACTOR. 6" DIA. MAX. 57U5 (TYPICAL) REFRIGERATION LINE5 1 REFRIGERATION LINES IN PVG CAc) (Ac BA r KERY PLAN S C A L E NONE PRODUCE COOLER PLAN 2 REFERENCE SHEET 50.2 REFRIGERATION SUPPORT SCHEDULE AND DETAIL FOR HANGING SPECS. TYPICAL REFRIGERATION SUCTION /LIQUID LINE ARMAFLEX OR APPROVE PIPE INSULATION INSUGUARD PROTECTOR THREAD ROD UNISTRUT HANGERS (ALL PIPING 4 REFRIGERATION ELECTRICAL I5 TO FOLLOW PLUMBING 4 HEATING LINES WHEN POSSIBLE). FIFE CRADLE LAYOUT SCALE NONE 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TGO VERIFICATION FORM SIGNOFF I5 REQUIRED. 5.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS CLEAR OF MEZZANINE ROOF HATCH ACCESS. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND PRY NITROGEN SHALL BE FLOWING AT 5 GUBIG FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL 5GALE. BRASS TO COPPER JOINTS SHALL BE MADE WITH 'EASY - FLOW" OR APPROVED EQUAL. C.4 • U - -■ 4 El 1 m LINE SIZE LEGEND 1/8" x 4 = 1/2" 1/8" x 5 = 5/5" 1/8" x _ 1/8" 1/8" x q = 1 1/5" 1/8" x 11 = 1 5/8" 1/8" x 15 = 1 5/8" 1/8" x 17 = 2 1/8" FRES LI 50' -0" • U . UNIT CONNECTION REFRIGERATION SYSTEM OVERHEAD LIQUID LINE UNDERGROUND LIQUID LINE © LINE SIZE GALL -OUT HAND VALVE �5 SOLENOID E /POINT 0° SALES PLAN r LEGEND Al2 • 50 ' -0 " NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOAGTION OF PANELS PRIOR TO INSTALLATION NNEGT TO NG LINES CONNECT TO TING LINES 00 ( 2) ANTI -SFEAT PANELS ( J 9 MEC 1q' -6" A MEC PARTIAL FLOOR PLAN SCALE: w ICAL ROON 1 ANIGAL R 00 RECEIVED ED OEC 10 MOO PERMIT CENTEr LIQUID LINES1 /8" =1' -0" z 0 0 w cc z O Q 2 D 0 z m (f) oI J J 0 O z m O N) 0 c O) 0 0 < c 0) E � N Q) ( - 0 'E 1 •COQ N l- a) • - z N x T om_ H- r0 D 0 0 i 1 L . 1 1 1 1 , 1 , T ( E) RACK G 2a'-a" . 10 //'--- ALUM BK. NHT PVG JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES FALSE COLUMN FIFE HASE LT) (N SCALE NONE 5 NOTE 1.) GENERAL CONTRACTOR TO DO CUTTING, DIGGING, BACK FILLING, COMPACTING AND FINISHING FLOOR. 2.) REFRIGERATION CONTRACTOR TO INSTALL PVC PIPES AND FITTINGS TOGETHER WITH REFRIGERATION LINES. FOAM OPENING AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIGERATION CONTRACTOR. FINISHED FLOOR 6" PIA. MAX. STUB (TYPICAL) PVC PIPE SIZE PER PLAN OR AS REQUIRED (G" MIN. TYP.) NOTE: HIGH POINT TO BE b" BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1/8"/FT. PITCH IN DIRECTION OF FLOW. REFRIGERATION LINES REFRIGERATION LINES IN PVC (Ac 50'-0" BA:ERY FLAN PROPUGE COOLER FLA\ SCALE NONE 2 REFERENCE SHEET 50.2 REFRIGERATION SUPPORT SCHEDULE AND DETAIL FOR HANGING SPEGS. TYPIGAL REFRIGERATION SUGTION/LIOUID LINE ARMAFLEX OR APPROVE PIPE INSULATION INSUGUARD PROTEGTOR THREAD ROD UNISTRUT HANGERS (ALL PIPING 4 REFRIGERATION ELEGTRIGAL 15 TO FOLLOW PLUMBING 4 HEATING LINES NHEN POSSIBLE). PIPE CRADLE LAYOUT 1 0 SCALE NONE 1 ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 3 GUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL. BE MADE WITH "EASY-FLOW OR APPROVED EQUAL. 1.) PLACEMENT OF LARGE THERMOMETER INSIDE GOOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TGO VERIFICATION FORM SIGNOFF 15 REQUIRED. 5.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD GONTRAGTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS GLEAR OF MEZZANINE ROOF HATCH AGGESS. NOTE • G50 NOTES 4 IJ LINE SIZE LEGEND 1/8" x 4 = 1/2" 1/8" x 5 = 5/8" la)" x = 1/8" 1/8" x 1 1/8" 1/8" x 11 = 1 5/8" 1/8" x 13 = 1 5/8" 1/8" x 11 = 2 1/8" (RISERS WITH EQUAL LINE SIZE NOT REPRESENTED) 'RES --4 -II- 50'-0" • (DI 515 LINE/FOINT OF SALES FA (11) REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE RISER * UNIT CONNECTION REFRIGERATION SOLENOID LEGEND LINE SIZE GALL-OUT — —1 ■•■ t.■ MWM NNV MEM 111. tc r f321 • • • 50'-0" AR i A A 0 - NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOAGTION OF PANELS PRIOR TO INSTALLATION OF 1/ORK RECONNECT TO EXISTING LINES RECONNECT TO EXISTING LINES 4 0 - c Nm. N • • • • • • • 0 • • • • • • • • • • • 0 • 1 • 8 • 1 0 J ( 2) ANTI -SHEAT PANELS (E) SGALE: MEC, MEFIA 1q'-6" FLI ANIGAL RO0v 1 NICAL ROON PARTIAL FLOOR PLAN : SUCTION LINES 2 1/8"=1'-0" cf) tf ECEIVEP OEC 1 02008 PERMIT CENTER 0 z 0 0 z w 0 1 z 2 z 0_ 0 0 z 0 0 LID 000 E 0 < 0-) += 2 _LT: N " (I) QD C\I ( >: C\I c L LOS)(N 0 r- 0 c ccp H ND 0_ z z a. R-6 0 6 0 c) DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PHONE: (602) 3c1 SCOTT BOHNEMANN PLAN FOR: REVISIONS: 1 1 i 1 @ @ 10 0 0 //'--- ALUM BK. NHT PVG JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES FALSE COLUMN FIFE HASE LT) (N SCALE NONE 5 NOTE 1.) GENERAL CONTRACTOR TO DO CUTTING, DIGGING, BACK FILLING, COMPACTING AND FINISHING FLOOR. 2.) REFRIGERATION CONTRACTOR TO INSTALL PVC PIPES AND FITTINGS TOGETHER WITH REFRIGERATION LINES. FOAM OPENING AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIGERATION CONTRACTOR. FINISHED FLOOR 6" PIA. MAX. STUB (TYPICAL) PVC PIPE SIZE PER PLAN OR AS REQUIRED (G" MIN. TYP.) NOTE: HIGH POINT TO BE b" BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1/8"/FT. PITCH IN DIRECTION OF FLOW. REFRIGERATION LINES REFRIGERATION LINES IN PVC (Ac 50'-0" BA:ERY FLAN PROPUGE COOLER FLA\ SCALE NONE 2 REFERENCE SHEET 50.2 REFRIGERATION SUPPORT SCHEDULE AND DETAIL FOR HANGING SPEGS. TYPIGAL REFRIGERATION SUGTION/LIOUID LINE ARMAFLEX OR APPROVE PIPE INSULATION INSUGUARD PROTEGTOR THREAD ROD UNISTRUT HANGERS (ALL PIPING 4 REFRIGERATION ELEGTRIGAL 15 TO FOLLOW PLUMBING 4 HEATING LINES NHEN POSSIBLE). PIPE CRADLE LAYOUT 1 0 SCALE NONE 1 ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 3 GUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL. BE MADE WITH "EASY-FLOW OR APPROVED EQUAL. 1.) PLACEMENT OF LARGE THERMOMETER INSIDE GOOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TGO VERIFICATION FORM SIGNOFF 15 REQUIRED. 5.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD GONTRAGTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS GLEAR OF MEZZANINE ROOF HATCH AGGESS. NOTE • G50 NOTES 4 IJ LINE SIZE LEGEND 1/8" x 4 = 1/2" 1/8" x 5 = 5/8" la)" x = 1/8" 1/8" x 1 1/8" 1/8" x 11 = 1 5/8" 1/8" x 13 = 1 5/8" 1/8" x 11 = 2 1/8" (RISERS WITH EQUAL LINE SIZE NOT REPRESENTED) 'RES --4 -II- 50'-0" • (DI 515 LINE/FOINT OF SALES FA (11) REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE RISER * UNIT CONNECTION REFRIGERATION SOLENOID LEGEND LINE SIZE GALL-OUT — —1 ■•■ t.■ MWM NNV MEM 111. tc r f321 • • • 50'-0" AR i A A 0 - NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOAGTION OF PANELS PRIOR TO INSTALLATION OF 1/ORK RECONNECT TO EXISTING LINES RECONNECT TO EXISTING LINES 4 0 - c Nm. N • • • • • • • 0 • • • • • • • • • • • 0 • 1 • 8 • 1 0 J ( 2) ANTI -SHEAT PANELS (E) SGALE: MEC, MEFIA 1q'-6" FLI ANIGAL RO0v 1 NICAL ROON PARTIAL FLOOR PLAN : SUCTION LINES 2 1/8"=1'-0" cf) tf ECEIVEP OEC 1 02008 PERMIT CENTER 0 z 0 0 z w 0 1 z 2 z 0_ 0 0 z 0 0 LID 000 E 0 < 0-) += 2 _LT: N " (I) QD C\I ( >: C\I c L LOS)(N 0 r- 0 c ccp H ND 0_ z z a. R-6 0 6 0 c) DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PHONE: (602) 3c1 SCOTT BOHNEMANN PLAN FOR: REVISIONS: 1 1 i 1 @ @ @ 0 0 //'--- ALUM BK. NHT PVG JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES FALSE COLUMN FIFE HASE LT) (N SCALE NONE 5 NOTE 1.) GENERAL CONTRACTOR TO DO CUTTING, DIGGING, BACK FILLING, COMPACTING AND FINISHING FLOOR. 2.) REFRIGERATION CONTRACTOR TO INSTALL PVC PIPES AND FITTINGS TOGETHER WITH REFRIGERATION LINES. FOAM OPENING AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIGERATION CONTRACTOR. FINISHED FLOOR 6" PIA. MAX. STUB (TYPICAL) PVC PIPE SIZE PER PLAN OR AS REQUIRED (G" MIN. TYP.) NOTE: HIGH POINT TO BE b" BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1/8"/FT. PITCH IN DIRECTION OF FLOW. REFRIGERATION LINES REFRIGERATION LINES IN PVC (Ac 50'-0" BA:ERY FLAN PROPUGE COOLER FLA\ SCALE NONE 2 REFERENCE SHEET 50.2 REFRIGERATION SUPPORT SCHEDULE AND DETAIL FOR HANGING SPEGS. TYPIGAL REFRIGERATION SUGTION/LIOUID LINE ARMAFLEX OR APPROVE PIPE INSULATION INSUGUARD PROTEGTOR THREAD ROD UNISTRUT HANGERS (ALL PIPING 4 REFRIGERATION ELEGTRIGAL 15 TO FOLLOW PLUMBING 4 HEATING LINES NHEN POSSIBLE). PIPE CRADLE LAYOUT 1 0 SCALE NONE 1 ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 3 GUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL. BE MADE WITH "EASY-FLOW OR APPROVED EQUAL. 1.) PLACEMENT OF LARGE THERMOMETER INSIDE GOOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TGO VERIFICATION FORM SIGNOFF 15 REQUIRED. 5.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD GONTRAGTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS GLEAR OF MEZZANINE ROOF HATCH AGGESS. NOTE • G50 NOTES 4 IJ LINE SIZE LEGEND 1/8" x 4 = 1/2" 1/8" x 5 = 5/8" la)" x = 1/8" 1/8" x 1 1/8" 1/8" x 11 = 1 5/8" 1/8" x 13 = 1 5/8" 1/8" x 11 = 2 1/8" (RISERS WITH EQUAL LINE SIZE NOT REPRESENTED) 'RES --4 -II- 50'-0" • (DI 515 LINE/FOINT OF SALES FA (11) REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE RISER * UNIT CONNECTION REFRIGERATION SOLENOID LEGEND LINE SIZE GALL-OUT — —1 ■•■ t.■ MWM NNV MEM 111. tc r f321 • • • 50'-0" AR i A A 0 - NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOAGTION OF PANELS PRIOR TO INSTALLATION OF 1/ORK RECONNECT TO EXISTING LINES RECONNECT TO EXISTING LINES 4 0 - c Nm. N • • • • • • • 0 • • • • • • • • • • • 0 • 1 • 8 • 1 0 J ( 2) ANTI -SHEAT PANELS (E) SGALE: MEC, MEFIA 1q'-6" FLI ANIGAL RO0v 1 NICAL ROON PARTIAL FLOOR PLAN : SUCTION LINES 2 1/8"=1'-0" cf) tf ECEIVEP OEC 1 02008 PERMIT CENTER 0 z 0 0 z w 0 1 z 2 z 0_ 0 0 z 0 0 LID 000 E 0 < 0-) += 2 _LT: N " (I) QD C\I ( >: C\I c L LOS)(N 0 r- 0 c ccp H ND 0_ z z a. R-6 0 6 0 c) DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PHONE: (602) 3c1 SCOTT BOHNEMANN PLAN FOR: REVISIONS: 1 1 i 1 1 (E) 0 0 //'--- ALUM BK. NHT PVG JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES FALSE COLUMN FIFE HASE LT) (N SCALE NONE 5 NOTE 1.) GENERAL CONTRACTOR TO DO CUTTING, DIGGING, BACK FILLING, COMPACTING AND FINISHING FLOOR. 2.) REFRIGERATION CONTRACTOR TO INSTALL PVC PIPES AND FITTINGS TOGETHER WITH REFRIGERATION LINES. FOAM OPENING AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIGERATION CONTRACTOR. FINISHED FLOOR 6" PIA. MAX. STUB (TYPICAL) PVC PIPE SIZE PER PLAN OR AS REQUIRED (G" MIN. TYP.) NOTE: HIGH POINT TO BE b" BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1/8"/FT. PITCH IN DIRECTION OF FLOW. REFRIGERATION LINES REFRIGERATION LINES IN PVC (Ac 50'-0" BA:ERY FLAN PROPUGE COOLER FLA\ SCALE NONE 2 REFERENCE SHEET 50.2 REFRIGERATION SUPPORT SCHEDULE AND DETAIL FOR HANGING SPEGS. TYPIGAL REFRIGERATION SUGTION/LIOUID LINE ARMAFLEX OR APPROVE PIPE INSULATION INSUGUARD PROTEGTOR THREAD ROD UNISTRUT HANGERS (ALL PIPING 4 REFRIGERATION ELEGTRIGAL 15 TO FOLLOW PLUMBING 4 HEATING LINES NHEN POSSIBLE). PIPE CRADLE LAYOUT 1 0 SCALE NONE 1 ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 3 GUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL. BE MADE WITH "EASY-FLOW OR APPROVED EQUAL. 1.) PLACEMENT OF LARGE THERMOMETER INSIDE GOOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TGO VERIFICATION FORM SIGNOFF 15 REQUIRED. 5.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD GONTRAGTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS GLEAR OF MEZZANINE ROOF HATCH AGGESS. NOTE • G50 NOTES 4 IJ LINE SIZE LEGEND 1/8" x 4 = 1/2" 1/8" x 5 = 5/8" la)" x = 1/8" 1/8" x 1 1/8" 1/8" x 11 = 1 5/8" 1/8" x 13 = 1 5/8" 1/8" x 11 = 2 1/8" (RISERS WITH EQUAL LINE SIZE NOT REPRESENTED) 'RES --4 -II- 50'-0" • (DI 515 LINE/FOINT OF SALES FA (11) REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE RISER * UNIT CONNECTION REFRIGERATION SOLENOID LEGEND LINE SIZE GALL-OUT — —1 ■•■ t.■ MWM NNV MEM 111. tc r f321 • • • 50'-0" AR i A A 0 - NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOAGTION OF PANELS PRIOR TO INSTALLATION OF 1/ORK RECONNECT TO EXISTING LINES RECONNECT TO EXISTING LINES 4 0 - c Nm. N • • • • • • • 0 • • • • • • • • • • • 0 • 1 • 8 • 1 0 J ( 2) ANTI -SHEAT PANELS (E) SGALE: MEC, MEFIA 1q'-6" FLI ANIGAL RO0v 1 NICAL ROON PARTIAL FLOOR PLAN : SUCTION LINES 2 1/8"=1'-0" cf) tf ECEIVEP OEC 1 02008 PERMIT CENTER 0 z 0 0 z w 0 1 z 2 z 0_ 0 0 z 0 0 LID 000 E 0 < 0-) += 2 _LT: N " (I) QD C\I ( >: C\I c L LOS)(N 0 r- 0 c ccp H ND 0_ z z a. R-6 0 6 0 c) DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PHONE: (602) 3c1 SCOTT BOHNEMANN PLAN FOR: REVISIONS: to 0 0 //'--- ALUM BK. NHT PVG JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES FALSE COLUMN FIFE HASE LT) (N SCALE NONE 5 NOTE 1.) GENERAL CONTRACTOR TO DO CUTTING, DIGGING, BACK FILLING, COMPACTING AND FINISHING FLOOR. 2.) REFRIGERATION CONTRACTOR TO INSTALL PVC PIPES AND FITTINGS TOGETHER WITH REFRIGERATION LINES. FOAM OPENING AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIGERATION CONTRACTOR. FINISHED FLOOR 6" PIA. MAX. STUB (TYPICAL) PVC PIPE SIZE PER PLAN OR AS REQUIRED (G" MIN. TYP.) NOTE: HIGH POINT TO BE b" BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1/8"/FT. PITCH IN DIRECTION OF FLOW. REFRIGERATION LINES REFRIGERATION LINES IN PVC (Ac 50'-0" BA:ERY FLAN PROPUGE COOLER FLA\ SCALE NONE 2 REFERENCE SHEET 50.2 REFRIGERATION SUPPORT SCHEDULE AND DETAIL FOR HANGING SPEGS. TYPIGAL REFRIGERATION SUGTION/LIOUID LINE ARMAFLEX OR APPROVE PIPE INSULATION INSUGUARD PROTEGTOR THREAD ROD UNISTRUT HANGERS (ALL PIPING 4 REFRIGERATION ELEGTRIGAL 15 TO FOLLOW PLUMBING 4 HEATING LINES NHEN POSSIBLE). PIPE CRADLE LAYOUT 1 0 SCALE NONE 1 ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 3 GUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL. BE MADE WITH "EASY-FLOW OR APPROVED EQUAL. 1.) PLACEMENT OF LARGE THERMOMETER INSIDE GOOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TGO VERIFICATION FORM SIGNOFF 15 REQUIRED. 5.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD GONTRAGTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS GLEAR OF MEZZANINE ROOF HATCH AGGESS. NOTE • G50 NOTES 4 IJ LINE SIZE LEGEND 1/8" x 4 = 1/2" 1/8" x 5 = 5/8" la)" x = 1/8" 1/8" x 1 1/8" 1/8" x 11 = 1 5/8" 1/8" x 13 = 1 5/8" 1/8" x 11 = 2 1/8" (RISERS WITH EQUAL LINE SIZE NOT REPRESENTED) 'RES --4 -II- 50'-0" • (DI 515 LINE/FOINT OF SALES FA (11) REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE RISER * UNIT CONNECTION REFRIGERATION SOLENOID LEGEND LINE SIZE GALL-OUT — —1 ■•■ t.■ MWM NNV MEM 111. tc r f321 • • • 50'-0" AR i A A 0 - NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOAGTION OF PANELS PRIOR TO INSTALLATION OF 1/ORK RECONNECT TO EXISTING LINES RECONNECT TO EXISTING LINES 4 0 - c Nm. N • • • • • • • 0 • • • • • • • • • • • 0 • 1 • 8 • 1 0 J ( 2) ANTI -SHEAT PANELS (E) SGALE: MEC, MEFIA 1q'-6" FLI ANIGAL RO0v 1 NICAL ROON PARTIAL FLOOR PLAN : SUCTION LINES 2 1/8"=1'-0" cf) tf ECEIVEP OEC 1 02008 PERMIT CENTER 0 z 0 0 z w 0 1 z 2 z 0_ 0 0 z 0 0 LID 000 E 0 < 0-) += 2 _LT: N " (I) QD C\I ( >: C\I c L LOS)(N 0 r- 0 c ccp H ND 0_ z z a. R-6 0 6 0 c) DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION PHONE: (602) 3c1 SCOTT BOHNEMANN PLAN FOR: REVISIONS: THERMA -STOR TANK 1,450 LB5 (E) RACK A 516VM- ZHZMWWWWPIRIRI 6,146 L55 (2) ANTI-SWEAT PANELS (N) NOTE: INSTALLATION CONTRACTOR TO VERIFY LOCATION PRIOR TO INSTALLATION 24 — 7( 1 1 1 1 _J I 1 I r F- H INTAKE LOUVER 18"x18" OPENING r (E) 51B HIRP- 0484VSM 500 LB5 VENT -ZXIA EXHAUST FAN 12 1/16'x12 7/16" OPENING (E) RACK B 5Q6VM- WWWYWYP1R1R1 5,151 LB5 (E) 51BH HIRP- 0724VSM 500 LBS (E) RACK G OFH15PM- MG /MGMGMGMG v ACHI ROO v s �AYQ�T PIPING PENETRATION WITH FOAM CAULKING BY REFRIGERATION CONTRACTOR. REMOVABLE CURB UTILITY GAP BY G.G. PURGE VALVE rF CURB PIPING PENETRATION (BY G.G.) AIR COOLED CONDENSER NOTE: - ALL ROOFTOP REFRIGERATION LINES WILL BE PAINTED WITH 'SILVER SEAL' OR APPROVED EQUAL. - ALL CONDENSERS MUST BE MOUNTED LEVEL AND TRUE IN BOTH DIRECTIONS. - CONDENSERS MUST BE BOLTED TO ROOF CURBS. 1 -BEAN ROOF LINE HYDRAZORB CLAMP TO UNISTRUT SUPPORT CONDENSER SUPPORT REFRIGERATION LINES RUN BELOW TOP OF I -BEAM SUPPORT TO ALLOW FOR FUTURE DE -SUPER HEATING UNIT TO BE INSTALLED. AIR COOLED CONDENSER PURGE VALV GO \S ER P _ATOM v _AYOUT VAT CASE S PERSTU TU PE vQUNTI 6 PETAI 5 GAL E NONE 5 HS >=SJPERHEATEP PIP' \S D>=TA I S A L E 3/1 " =1' -0 5 G A L E NONE 5 GAL E NONE OIL SEPARATOR 2-1/8" 1/5" HOT GAS DIFFERENTIAL VALVE co BALL VALVE N.O. C) 5 N. N.0 GHEGK ir VALVE HOT GAS SUPPLY MANIFOLD w Q w SEQUENCE OF OPERATION: TWO 1/S" SOLENOIDS WILL CONTROL HOT GAS FLOW TO THE SUPPLY MANIFOLD. THE N.G. VALVE WILL OPEN WHEN THE SUPPLY MANIFOLD TEMP RISES ABOVE 125E ALLOWING SOME FLOW TO THE DE- SUPERHEATER. THE N.O. VALVE WILL CLOSE IF THE SUPPLY MANIFOLD TEMP RISES ABOVE 140F, FORGING ALL FLOW THROUGH THE DE- SUPERHEATER. NOTE: THE N.O. 1/4" PUMP -OUT SOLENOID WILL BE INTERLOCKED WITH THE N.G. DE- SUPERHEATER SOLENOID. DISCHARGE MANIFOLD 4 HEADER PANEL FLASH WINDOW SURROUND WITH #3 POLISHED STAINLESS STEEL. (TYPICAL) FLASH REMAINING GAP WITH #3 POLISHED STAINLESS STEEL. SLIDING WINDOW SUPERSTRUCTURE AND FRAME. MEAT GAS INSTALL (1) BAG HOLDER PER MEAT CASE. ELEVATION SLIDING WINDOW SUPERSTRUCTURE FRAME TO SIT ATOP THE MEAT CASE IN LINE WITH CASE JOINTS. GAPS REMAINING AT END OF THE LINE -UP ARE TO BE FLASHED WITH MATERIAL IN COMPLIANCE WITH ALL APPLICABLE GODES. WALL PANEL DOOR PANEL MEAT CASE END GAPS 11/5" CLEARANCE BETWEEN END GAP AND WALL PANEL. FLASH REMAINING GAP WITH #3 POLISHED STAINLESS STEEL. GROSS SECTION s 35,5' Rear Piping Access kw Top Shelf Elot 43" 51 - 5/8" 31 1/2" 43 1/2" 15" (TO K I GKPLATE) 43" N6DHPM CASE SPECS N3MGHP CASE SPECS 20 -1/5" 2 11 cio m ,$) 4 8" FR Base to Kiakplate m 55 -1/2" ■D" 33" 43" Overall 35 5 /S" NFW6G CASE SPECS 18" N3HMGHP CASE SPECS 51 z" Std. 51 4" Short Standard Front Drain Dimensions 58 -1/2" 26 5/4" I i NHMGHP CASE SPECS FOR ADDITIONAL CASE INFORMATION SEE MANUALS INCLUDED WITH CASES N 58 -1/2" 51 -1/5" 51-1/4" NDFLHP CASE SPECS 1 r 0 COOLER HALL U c 42" 11" NFNG CASE SPECS 45- 15/16" 'I /B' FY DRIP OUTLET 31- 11/16" 11-1/4"4" O 0 5011_; - O 0 O 0 O 0 0 9 I 0 r aT- i18 -- 2 v F I 0 21" 5 5/4" NOT A SEPERATE 120V LOWER FAN CIRCUIT 15 REQUIRED TO POHER THE FANS NDRLHP CASE SPECS T_TER CASE CJTS I I I I ~ 7/8" I L DE- SUPERHEATING I J LINE L r RELIEVER PURGE VALVE SEE SHEET R -3 FOR DISCHARGE AND LIQUID LINE SIZES INSULATED LIQUID RETURN l LIQUID HEADED GAS DEFROST RETURN HEADER BYPASS GAS DEFROS SOLENOID SUPPLY HEADER OIL SEPARATOR DISCHARGE PIPE GAS DEFROST RETURN HEADER TO DISCHARGE LINE FACTORY SUPPLIED AND INSTALLED HAND VALVES HOT GAS DIFFERENTIAL VALVE CO SRPI I \G CASE TO CJRE _ASHI 6 - ETA IL S G A L E NONE 5 HEADER WINDOW MEAT OR DELI LINE -UP ,- FLASHING TO SLIDE UNDERNEATH REAR CASE LIP BEFORE FASTENING FLASHING TO BE SILIGONE SEALED & FASTENED TO THE BACK OF EACH CASE EVERY 18" CURB TO CASE 55 COVE FLASHING TO BE PROVIDED BY BOX MFG. FLASHING TO BE HEMMED FLASHING TO BE FOOD GRADE CLEAR SILICONE SEALED TO CURB WITH MUSHROOM HEAP ANCHORS EVERY 18' S O A L E NONE i VAGI34 (TYP. OF 4), WEIGHT =2,350 LBS 13" 16" END ELEVATION SIDE ELEVATION NOTE: CONDENSERS TO BE BET LEVEL IN BOTH DIRECTIONS. VAC 1 S4 C0\19_ SSE REFRIGERATION PIPING ROOF PIPING PENETRATION WITH FOAM CAULKING BY REFRIGERATION CONTRACTOR. REMOVABLE CURB UTILITY GAP BY G.G. PENETRATION AND CURE BY G.G. T)'PI CA_ GL RE PENETATI ON S O A L E NONE S O A L E NONE 6 1 DISCHARGE NOZ BLADES 0 0 0 1 1 �Q I 5 — 1 ❑ 5 '- 1 11 0 0 5 -0" 10' -0" DISCHARGE NOZZLE Co - BLADES 1 0 1 1/2" 1 1 ' -8 10 ' -0 " PLAN VIEW 14' - 4" ELEVATION -8 NOTE: FLOOR BOLTS TO BE GROUND ANCHORED INTO CONCRETE WITH THE HEAD OF BOLT ON TOP OF THE FLOOR PLATE. 0 r / n u SIDE VIEW 1' -1" H0R AI 0JRTAI PETAL F 1 1 1 10LB. GHEGK VALVE — - HR TANK INLET HR TANK OUTLET 1 5/8" 120V IPh TO HR VALVE ON RACK NOTE: ALL REFRIGERATION VALVES, PIPING AND THERMOSTATS PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. y�l ALL WATER LINES, VALVES AND CONNECTIONS PROVIDED AND INSTALLED BY G.G. PLUMBING CONTRACTOR. 4 L _LJH / TO RAIN THERMA -STOR GW THERMA -STOR T 1 ECE \ DEG10 PERMIT c 5/5" EQUALIZER LINE L TO STORE HOT WATER MT TEMP. SENSOR TANK TO RACK 5 TH vA - ST0R I PI \G (2 TA KS) S O A L E NONE 5 GAL E NONE S O A L E NONE 2 0 0 w rr z 0 1— � z LL LL z 0 c 0 J J 0 6 z CO 0 z 0 LJ cr 00 4TEI 0 LL z 0_ 0 0 V) 0 0 N) 0) O Ln 6 0 < 0 1 . , 0 _c 0 N _ 46 ZX E LCD 0 1\ 0 VD LCD N N N 0 01 6 z z R_1 0 w crt w 0 0 0 0 0 w U <0 1n w 1— 0 0 0 m 0 16" 16" 114 -1/4" 1 THERMA -STOR TANK 1,450 LB5 (E) RACK A 516VM- ZHZMWWWWPIRIRI 6,146 L55 (2) ANTI-SWEAT PANELS (N) NOTE: INSTALLATION CONTRACTOR TO VERIFY LOCATION PRIOR TO INSTALLATION 24 — 7( 1 1 1 1 _J I 1 I r F- H INTAKE LOUVER 18"x18" OPENING r (E) 51B HIRP- 0484VSM 500 LB5 VENT -ZXIA EXHAUST FAN 12 1/16'x12 7/16" OPENING (E) RACK B 5Q6VM- WWWYWYP1R1R1 5,151 LB5 (E) 51BH HIRP- 0724VSM 500 LBS (E) RACK G OFH15PM- MG /MGMGMGMG v ACHI ROO v s �AYQ�T PIPING PENETRATION WITH FOAM CAULKING BY REFRIGERATION CONTRACTOR. REMOVABLE CURB UTILITY GAP BY G.G. PURGE VALVE rF CURB PIPING PENETRATION (BY G.G.) AIR COOLED CONDENSER NOTE: - ALL ROOFTOP REFRIGERATION LINES WILL BE PAINTED WITH 'SILVER SEAL' OR APPROVED EQUAL. - ALL CONDENSERS MUST BE MOUNTED LEVEL AND TRUE IN BOTH DIRECTIONS. - CONDENSERS MUST BE BOLTED TO ROOF CURBS. 1 -BEAN ROOF LINE HYDRAZORB CLAMP TO UNISTRUT SUPPORT CONDENSER SUPPORT REFRIGERATION LINES RUN BELOW TOP OF I -BEAM SUPPORT TO ALLOW FOR FUTURE DE -SUPER HEATING UNIT TO BE INSTALLED. AIR COOLED CONDENSER PURGE VALV GO \S ER P _ATOM v _AYOUT VAT CASE S PERSTU TU PE vQUNTI 6 PETAI 5 GAL E NONE 5 HS >=SJPERHEATEP PIP' \S D>=TA I S A L E 3/1 " =1' -0 5 G A L E NONE 5 GAL E NONE OIL SEPARATOR 2-1/8" 1/5" HOT GAS DIFFERENTIAL VALVE co BALL VALVE N.O. C) 5 N. N.0 GHEGK ir VALVE HOT GAS SUPPLY MANIFOLD w Q w SEQUENCE OF OPERATION: TWO 1/S" SOLENOIDS WILL CONTROL HOT GAS FLOW TO THE SUPPLY MANIFOLD. THE N.G. VALVE WILL OPEN WHEN THE SUPPLY MANIFOLD TEMP RISES ABOVE 125E ALLOWING SOME FLOW TO THE DE- SUPERHEATER. THE N.O. VALVE WILL CLOSE IF THE SUPPLY MANIFOLD TEMP RISES ABOVE 140F, FORGING ALL FLOW THROUGH THE DE- SUPERHEATER. NOTE: THE N.O. 1/4" PUMP -OUT SOLENOID WILL BE INTERLOCKED WITH THE N.G. DE- SUPERHEATER SOLENOID. DISCHARGE MANIFOLD 4 HEADER PANEL FLASH WINDOW SURROUND WITH #3 POLISHED STAINLESS STEEL. (TYPICAL) FLASH REMAINING GAP WITH #3 POLISHED STAINLESS STEEL. SLIDING WINDOW SUPERSTRUCTURE AND FRAME. MEAT GAS INSTALL (1) BAG HOLDER PER MEAT CASE. ELEVATION SLIDING WINDOW SUPERSTRUCTURE FRAME TO SIT ATOP THE MEAT CASE IN LINE WITH CASE JOINTS. GAPS REMAINING AT END OF THE LINE -UP ARE TO BE FLASHED WITH MATERIAL IN COMPLIANCE WITH ALL APPLICABLE GODES. WALL PANEL DOOR PANEL MEAT CASE END GAPS 11/5" CLEARANCE BETWEEN END GAP AND WALL PANEL. FLASH REMAINING GAP WITH #3 POLISHED STAINLESS STEEL. GROSS SECTION s 35,5' Rear Piping Access kw Top Shelf Elot 43" 51 - 5/8" 31 1/2" 43 1/2" 15" (TO K I GKPLATE) 43" N6DHPM CASE SPECS N3MGHP CASE SPECS 20 -1/5" 2 11 cio m ,$) 4 8" FR Base to Kiakplate m 55 -1/2" ■D" 33" 43" Overall 35 5 /S" NFW6G CASE SPECS 18" N3HMGHP CASE SPECS 51 z" Std. 51 4" Short Standard Front Drain Dimensions 58 -1/2" 26 5/4" I i NHMGHP CASE SPECS FOR ADDITIONAL CASE INFORMATION SEE MANUALS INCLUDED WITH CASES N 58 -1/2" 51 -1/5" 51-1/4" NDFLHP CASE SPECS 1 r 0 COOLER HALL U c 42" 11" NFNG CASE SPECS 45- 15/16" 'I /B' FY DRIP OUTLET 31- 11/16" 11-1/4"4" O 0 5011_; - O 0 O 0 O 0 0 9 I 0 r aT- i18 -- 2 v F I 0 21" 5 5/4" NOT A SEPERATE 120V LOWER FAN CIRCUIT 15 REQUIRED TO POHER THE FANS NDRLHP CASE SPECS T_TER CASE CJTS I I I I ~ 7/8" I L DE- SUPERHEATING I J LINE L r RELIEVER PURGE VALVE SEE SHEET R -3 FOR DISCHARGE AND LIQUID LINE SIZES INSULATED LIQUID RETURN l LIQUID HEADED GAS DEFROST RETURN HEADER BYPASS GAS DEFROS SOLENOID SUPPLY HEADER OIL SEPARATOR DISCHARGE PIPE GAS DEFROST RETURN HEADER TO DISCHARGE LINE FACTORY SUPPLIED AND INSTALLED HAND VALVES HOT GAS DIFFERENTIAL VALVE CO SRPI I \G CASE TO CJRE _ASHI 6 - ETA IL S G A L E NONE 5 HEADER WINDOW MEAT OR DELI LINE -UP ,- FLASHING TO SLIDE UNDERNEATH REAR CASE LIP BEFORE FASTENING FLASHING TO BE SILIGONE SEALED & FASTENED TO THE BACK OF EACH CASE EVERY 18" CURB TO CASE 55 COVE FLASHING TO BE PROVIDED BY BOX MFG. FLASHING TO BE HEMMED FLASHING TO BE FOOD GRADE CLEAR SILICONE SEALED TO CURB WITH MUSHROOM HEAP ANCHORS EVERY 18' S O A L E NONE i VAGI34 (TYP. OF 4), WEIGHT =2,350 LBS 13" 16" END ELEVATION SIDE ELEVATION NOTE: CONDENSERS TO BE BET LEVEL IN BOTH DIRECTIONS. VAC 1 S4 C0\19_ SSE REFRIGERATION PIPING ROOF PIPING PENETRATION WITH FOAM CAULKING BY REFRIGERATION CONTRACTOR. REMOVABLE CURB UTILITY GAP BY G.G. PENETRATION AND CURE BY G.G. T)'PI CA_ GL RE PENETATI ON S O A L E NONE S O A L E NONE 6 1 DISCHARGE NOZ BLADES 0 0 0 1 1 �Q I 5 — 1 ❑ 5 '- 1 11 0 0 5 -0" 10' -0" DISCHARGE NOZZLE Co - BLADES 1 0 1 1/2" 1 1 ' -8 10 ' -0 " PLAN VIEW 14' - 4" ELEVATION -8 NOTE: FLOOR BOLTS TO BE GROUND ANCHORED INTO CONCRETE WITH THE HEAD OF BOLT ON TOP OF THE FLOOR PLATE. 0 r / n u SIDE VIEW 1' -1" H0R AI 0JRTAI PETAL F 1 1 1 10LB. GHEGK VALVE — - HR TANK INLET HR TANK OUTLET 1 5/8" 120V IPh TO HR VALVE ON RACK NOTE: ALL REFRIGERATION VALVES, PIPING AND THERMOSTATS PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. y�l ALL WATER LINES, VALVES AND CONNECTIONS PROVIDED AND INSTALLED BY G.G. PLUMBING CONTRACTOR. 4 L _LJH / TO RAIN THERMA -STOR GW THERMA -STOR T 1 ECE \ DEG10 PERMIT c 5/5" EQUALIZER LINE L TO STORE HOT WATER MT TEMP. SENSOR TANK TO RACK 5 TH vA - ST0R I PI \G (2 TA KS) S O A L E NONE 5 GAL E NONE S O A L E NONE 2 0 0 w rr z 0 1— � z LL LL z 0 c 0 J J 0 6 z CO 0 z 0 LJ cr 00 4TEI 0 LL z 0_ 0 0 V) 0 0 N) 0) O Ln 6 0 < 0 1 . , 0 _c 0 N _ 46 ZX E LCD 0 1\ 0 VD LCD N N N 0 01 6 z z R_1 0 w crt w 0 0 0 0 0 w U <0 1n w 1— 0 0 0 m 0 G 5 X 6.1 THRU BOLTED TO TAB, TYP. EACH END W6 X I S/5" STEEL TABS SHOP WELDED TO INSIDE CHANNEL _.o, REQUIRED UNISTRUTS AND ALL- THREADS SHALL BE SUPPLIED BY REFRG. MANUF. TWO REQ. FOR EACH BOX. COI_ HA \6_ ETAI (E' PA v -6 ) DEFROST TERMINATION CIRCUIT IS POWERED FROM THE LAT GAS VALVE TERMINAL, 50 IT ONLY FUNCTIONS IN DEFROST. THE KLIXON OPENS ON RISE IN TEMPERATURE [45F] CLOSING THE SOLENOID IN THE BY -PASS LINE, STOPPING THE FLOW. THE SUCTION SOLENOID WILL FAIL, (OR POWER OFF) TO CLOSED, FORGING SUCTION VAPOR THROUGH THE EPR FOR MEDIUM TEMP. THE TOGGLE SWITCH AT THE RACK WILL POWER THE SUCTION SOLENOID OPEN WHEN THEY WANT TO RUN LOW -TEMP. 2 COND. 22GA. STRD CABLE W /SHED. INPUT BOARD KEYED SWITCH DOUBLE POLE DOUBLE THROW AT RACK. (4) PER ISLAND Compressor Control Panel Rack 120V SYS. TERMINAL BLOCK D= DEFROST N= NEUTRAL R= REFRIGERATION DIS AIR TEMP CASE 'A' DIS AIR TEMP CASE 'B' DIS AIR TEMP CASE 'C' DIS AIR TEMP CASE '0' DIS AIR TEMP CASE 'E' DIS AIR TEMP CASE 'F' ISLAND CASE FANS, ANTI SWEATS, AND GLASS HEATER POWER NOT SHOWN SEE REF. SCHEDULE 4 /OR CASE MANUAL. DEF, TER KLIXON LIQUID I t. � k14 CONTROL WIRES L SUCTION S C A L E NONE — J 12 z 0 NOTE: SUCTION OUT TOP OF THE COIL (NO EXTERNAL PIPING INSIDE W.I. BOX) _WA/ =A COI_ PIPING PETAI SATELITE COMPRESSOR NFNG ISL. SUCTION EXIST. SAT SUCTION [® f® SUCTION - STOP VLV. - - CHECK ( S LAT. GAS HDR. VLV. BALL VLV. BV r7' BV USE (1) 414 IN PARALLEL TO FEED ALL ISLAND GASES ON THE SAME SYSTEM. USE (1) 414 COMMON PER SYSTEM. FEED EACH CASE THROUGH DEF TERM KLIXON TO THE DEF TERM SOLENIOP VALVE. LOW TEMP SUCTION HEADER USE (1) #1 USE THE 41 IF A ZONE FEED EACH JA_ TE v F CASE CO\.TRO_ S C A L E NONE 4 FOR EACH ZONE OF DUAL TEMP ON THE SAME SYS. 4 COMMON FOR EACH ISLAND. OF DUAL TEMP IS MORE THAN ONE CASE, CASE IN PARALLEL FROM THE DUAL TEMP SWITCH. 15 NOTE: THE FOLLOWING ONLY APPLIES TO SATELLITE COMPRESSORS SET THE AS VALVE TO BYPASS AT APPROX. 2 PSI BELOW SATELITE DESIRED SET POINT. DISABLE ANY INTERLOCK WITH EXISTING SATELITE SYSTEM DEFROST. SET PRESSURE CONTROL GUT OUT JUST ABOVE A VAGCUM. SATELITE COMPRESSOR WILL RUN CONTINUOUS. 5 GALE NONE 11 COIL PIPING (INTERNAL) O P05 FREEZER 4 0 MEAT COOLER 0 SOLENOID ® CHECK VALVE 0 0 X BALL VALVE O • • • • • • • • • • • BULB UNION 0 z 0 _H6 COI_ FIFI\ 6 =AI SCALE NONE 14 CONTROL NOTE: ADD KEY SWITCH AND CONNECT TO TERMINATION BOARD ON RACK. MODIFY ALARM SETPOINTS IF CAPABLE. EXISTING HIGH PRESSURE HEADER EXISTING PILOT LINE NEW SOLENOID EXISTING BALL VALVE EXISTING SUCTION HEADER SYSTEMS WITH PILOT DRIVEN VALVES EXISTING SPRIT VALVE CRITICAL ITEMS TO BE FIELD DESIGNED OR MODIFIED: - FAN GYGLE /DELAY - DEFROST TEMPERATURE TERMINATION - CONTROL VALVE SEQUENCING - DUAL -TEMP KEY SWITCH -ALARM SET POINT SHIFT MEDIUM OR LOW TEMP EXISTING SUCTION STOP EXISTING BALL VALVE EXISTING SUCTION HEADER NEW BYPASS LINE NEW SPORT VALVE SYSTEMS WITHOUT PILOT DRIVEN VALVES v F A A_ EZER PIFI \S SCALE NONE 15 5 GALE NONE RECEivF DEC 10 200B PERMIT CENTS 16 CD z 0 o 0 w CC z 0 Q o� z m (r) o Li_ I-- 0 0 z m 0 0 LL z 0 0 0 0 0 4) _c hr) 0 DO 2 rn 0 Lc) 0 c 0 N Q iii