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Permit D10-005 - COSTCO - FOOD SERVICE REMODEL
COSCTO FOOD SERVICE REMODEL 400 COSTCO DR D10 -005 CityOf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10 -005 Issue Date: 02/03/2010 Permit Expires On: 08/02/2010 Tenant: Name: COSTCO FOOD SERVICE REMODEL Address: 400 COSTCO DR , TUKWILA WA Owner: Name: SADE PAUL +ELEANOR Address: 585 POINT SAN PEDRO RD , SAN RAFAEL CA 94901 Phone: Contact Person: Name: CHRISTINA PUZON Address: 1110 112 AV NE, STE 500 , BELLEVUE WA 98004 Phone: 425 463 -1503 Contractor: Name: FERGUSON CONSTRUCTION INC Address: PO BOX 80867 , SEATTLE WA 98108 Phone: 206 - 767 -3810 Contractor License No: FERGUCI000LA Expiration Date: 06/01/2010 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENTS TO EXISTING FOOD SERVICE. CONSTRUCT LARGER COOLER, REPLACE FLOOR AND WALL FINISHES, RELPACE DROP CEILING TILES AND LIGHT FIXTURES, CONSTRUCT NEW BIB RACK CLOSET, RELOCATE EQUIPMENT AND FIXTURES, INSTALL NEW STAINLESS STEEL OVER MAIN COUNTER, AND RECONFIGURE PARTITION WALLS. Value of Construction: $286,937.00 Fees Collected: $4,978.67 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -005 Printed: 02 -03 -2010 City oftukwila • Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www. ci.tukwila.wa.us Permit Number: D10-005 Issue Date: 02/03/2010 Permit Expires On: 08/02/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pres e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Q Print Name: �bC Date: Z-- 3 - 1010 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -005 Printed: 02 -03 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Tenant: COSTCO FOOD SERVICE REMODEL Permit Number: D10 -005 Status: ISSUED Applied Date: 01/08/2010 Issue Date: 02/03/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D10 -005 Printed: 02 -03 -2010 • 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: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction doc: Cond -10/06 D10 -005 Printed: 02 -03 -2010 • 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 cannot be readily changed. (IFC 1011.5.1) 27: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 29: 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) 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 31: 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) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 34: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: Cond -10/06 D10-005 Printed: 02 -03 -2010 • • 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 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -4407. * *continued on next page ** does not imply approval of Fire Prevention Bureau at doc: Cond -10/06 D10 -005 Printed: 02 -03 -2010 • f City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: 4 45 Print Name: S 0 e to w....1-aN Date: Z- 3' t 0 ordinances governing or local laws regulating doc: Cond -10/06 D10 -005 Printed: 02 -03 -2010 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 Building Perm/14o. _... VO Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 Site Address: 400 Costco Drive - Tukwila, WA 98188 Tenant Name: Costco Wholesale King Co Assessor's Tax No.: Suite Number: New Tenant: Property Owners Name: Paul and Eleanor Sade Mailing Address: 585 Point San Pedro Road On file %Zl)V`1 01, Floor: ❑ Yes 0 .. No San Rafael CA 94901 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Christina Puzon Day Telephone: (425) 463 -1503 Mailing Address: 1110 112th Ave NE, Suite 500 Bellevue WA 98004 E -Mail Address: christina.puzon @mulvannyg2.com City State Fax Number: (425) 463 -1938 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Ferguson Construction Mailing Address: 7433 5th Ave South, P.O. Box 80867 Seattle WA 98108 Contact Person: Todd Vacura E -Mail Address: toddv @fergusonconstruction.com Contractor Registration Number: FERGUCI000LA City State Day Telephone: (206) 767 -3810 Fax Number: (206) 767 -7342 Expiration Date: 06/01 /2010 Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: MulvannyG2 Architecture Mailing Address: 1110 112th Ave NE, Suite 500 Bellevue WA 98004 Contact Person: Geir Mjelde E -Mail Address: geir.mjelde @mulvannyg2.com City State Zip Day Telephone: (425) 463 -1656 Fax Number: (425) 463 -1861 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Engineers Northwest, Inc. Mailing Address: 6869 Woodlawn Ave NE, Suite 205 Seattle WA 98115 Contact Person: Bob Raichle E -Mail Address: bobr @engineersnw.com H:\Applications\Forns- Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised: 1-2009 bh City State Zip Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 Page 1 of6 BUILDING PERMIT INFORI' ION - 206 -431 -3670 1 Valuation of Project (contractor's bid price): $ 286,937 Existing Building Valuation: $ 15,596,900 Scope of Work (please provide detailed information): Interior tenant improvements to existing Food Service. Construct larger cooler; replace floor and wall finishes; replace drop ceiling tiles and light fixtures; construct new Bib Rack closet; relocate equipment and fixtures; install new stainless steel over main counter; reconfigure partition walls Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If `yes ', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety 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. H: Applications\Forns- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 193,602 944 0 0 VB M 2' Floor 3rd Floor Floors thnr Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If `yes ', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety 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. H: Applications\Forns- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational 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 Sign HORIZED IhG ; T: AUTHORIZED AGENT Date: f7f.2eI0 r Casten W40111.5at - (425) 463 -2000 Day Telephone: Bellevue WA 98004 Print Name: Mailing Address: 1110 112th Ave NE, Suite 500 City State Zip Date Application Accepted: t)ct) i O Date Application Expires: _ I o v Staff Initials: H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2523049063 Permit Number: D10-005 Address: 400 COSTCO DR TUKW Status: PENDING Suite No: Applied Date: 01/08/2010 Applicant: COSTCO FOOD SERVICE REMODEL Issue Date: Receipt No.: R10 -00026 Payment Amount: $4,978.67 Initials: JEM Payment Date: 01/08/2010 09:24 AM User ID: 1165 Balance: $0.00 Payee: COSTCO WHOLESALE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8629532 4,978.67 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $4,978.67 3,014.65 1,959.52 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 01 -08 -2010 s INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2p11431. -3670 Projec c-r--60 Type of Inspection: r,. ( ,,1 L) , foite, Address: 4 0 0 6,0SY -1-0 .< Date Called: Special Instructions: I � O 3 1(0 58 o f\ t& 614 e • Date Wanted: ` ' � � lQ a.m. erfr Requester: Phone 0 (0 ` z 5S -3 0-43 12-Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ee f m;'k (fig -M f 1,3,41 Da -: $6 0 0 REIN PECTION FE • EQUIRED. rior to inspection, fee must be p• at 6300 Southcenter Bl d., Suite 10'. Call to schedule reinspection. Recei No.: Date: 12T-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. lQ CITY OF TUKWILA BUILDING DIVISION it- { r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20631 -3670 Project: +� Type f In do %I a, Ai Address: •�{ 4 Of (.f Date Called it. �le � �t , f•� f l t Special Instructions: Date Wanted: a. Requester: Phone No: 6 _ zsr -34)43 ❑ Approved per applicable codes. • Corrections required prior to approval. COMMENTS: 7 6 C.) )% /0 10 J Nh ,i) G U.4 -2:- 7,tc �,� i3/1 t y. •/ . i 3 ,k MT A i. PaJ)( 0 A47 &I I A 11 h 1 Insp ctor: - El $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: .4 Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Y-1" CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: - Type of Inspection: Adds;,_ 00 GOS j'.Go 0 4 Date Called: Special Instructions: Date Vllante e V P.m. Requester: Phone (' 2-55 -3 O43 Approved per applicable codes. ❑ Corrections required prior to approval. .14 COMMENTS: ❑ $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: ..ti_.�.. - -� i ".INSPEC&I,�pN NO. INSPECTION RECORD Retain a copy with permit Did , Da CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 il� Project: C `� Type of spe do Address, d J 60 5't c) 6 2 Date Called: Special Instructions: Date Wanted; 3 _ / i - i J �,m" p.m. Requester: . Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect r: if.K4A\ Date: 3 _1 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: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100', Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit Ow- 005 PERMIT NO. Project: "0 l O(.9 _ ;ype,pf Inspection:. tr- ' Al Address: -4 O 0 G)J .6,e_ Date Called: Special Instructions: 6 j- ZnC9 - 176'7.3&,d -�-� Date Wanted a.m„ `,� p.m. Requester: Phone ,No: _z)5--- 3•03r IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: "0 l O(.9 _ 2. 5 s-,..3 J 4) -�-� - -2.-CS -3‘A3 --/XpAs-`1:4 n J )--A- (. ! f 1- t =kAFJ'3 0 1 n . . Inspect6r 1) Date: 3 $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: lirAfeh liy te..ei CIO r itft INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b'10 /e.) $ 0. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: r054co Sprinklers: Type of Inspection: o�/, 4',;,,rt4 t„.. se cv1 ci.r-- c(lvA& Address: Suite #: S4r Contact Person: - s-01.e C tiaf� Special Instructions: Occupancy Type:. Phone No 966- S" 75- 5i r Approved per applicable codes. Corrections required prior to approval. COMMENTS: c1 P S kA-7 Needs Shift Inspection: Sprinklers: Fire Alarm : Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:. Inspector: it 5:p....._ - I Date: //n Firs. : - f'' „A' 6t $. ASIL REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection: Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 6 �wk�'�a4aa��M +s. �4��'M�ti•'w�r -wm.a+ r; ::.��".at�i 'tii��:a� INSPECTION NUMBER INSPE ii ON RECORD Retain a copy with permit O- -s &iv- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: 04250..c 0 Sprinklers: Fire Alarm: Type of Inspection: 5_f C0u r. Address: Suite #: 0 114a. Contact Person: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: Fob t L c. 11-e s41,4 kir , v t- t'boitNe t�s keA8 .1.4s4 4: Jatev, bi,4 44-I Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - Permits: Occupancy Type: Inspector: _ . Date: 17//0//6 Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. . Word /Inspection Record Form.Doc .1/13/06 T.F.D. Form F.P. 113 _I1• L _lit* !t \ *1 -_ •.11- _1 "L Of i -1 .= 'HI Interior Lighting Summary LTG -INT 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address COSTCO WHOLESALE WAREHOUSE(e006) Date 1/5/2010 • 400 COSTCO DRIVE For Buu din epartment Use Leap TUKWILA, WA 98188 jpp (T "dt Applicant Name: TNT �® Pa. •_� Applicant Address: 830 N. RIVERSIDE DR. SUITE #200 RENTON, WA98057 '" .. ... Applicant Phone: (206) 241 -3101 Project Description ❑ New Building ❑ Addition -1 Alteration ❑ Plans Included requirements. Refer to WSEC Section 1513 for controls and commissioning Compliance Option O Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2 " Area in ft2 Allowed x Area E -1 FOOD SERVICE 1.30 868.0 1128.4 TYPE N -2 -32W TS — 1 58.0 58.0 F ®F " From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 1128.4 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed E -1 TYPE D - 4 -32W TO 12 82.0 984.0 TYPE N -2 -32W TS — 1 58.0 58.0 F ®F CODECOMPI LANCE APP ',num IVIEWEf F 3 u ?fon rdly of Tukwila BUILD DIV. hs Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1042.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified inSectiorr1530.• For hard-wired ballasts only,.the default table in•the NREC Technical.Reference Manual • may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as gr.. the wattage of current limiting devices or of the transformer. CITY OF VED 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. JAN 08 2010 PERMIT CENTER b10-005 MULVANNY G2 DESIGN AT WORK Pit C®pr ; CODE REVIEWED APPROVED FEB 0 2 2010 C OS TCO BUILDING p, DIVISION HOLESALE FOOD SERVICE REMODEL Warehouse No. 006 400 Costco Drive Tukwila, Washington 98188 Project Manual MG2 # 93- 0440 -23 Issued for Permit January 7, 2010 COSTCO WHOLESALE 999 Lake Drive Issaquah, Washington 98027 425.463.2000 425.463.2002 CITYOFTUEKWIIA JAN 0 8 Z010 PERMIT CENTER )O' 005 1110 112TH AVENUE NE I SUITE 500 I BELLEVUE, WA I 98004 MulvannyG2.com PROJECT DIRECTORY COSTCO WHOLESALE Food Service Remodel Warehouse No. 006 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -23 Issued for Permit January 7, 2010 OWNER: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WASHINGTON 98027 MULVANNYG2 ARCHITECTURE 1110 112th Avenue NE, Suite 500 Bellevue, Washington 98004 Contact: Geir Mjelde ENGINEERS NORTHWEST 6869 Woodlawn Avenue NE Seattle, Washington 98115 Contact: Bob Raichle HILL - PHOENIX 6244 26th Avenue NE Seattle, Washington 98115 Contact: Mike Macfadden ARCHITECTURAL P: 425.463.2000 F: 425.463.2002 E: Geir.Mjelde @MulvannyG2.com T.E. INC. 830 N. Riverside Drive, Suite 200 Renton, Washington 98055 Contact: Joel Mortenson (Electrical) Contact: Paal Ryan (Mechanical) STRUCTURAL P: 206.525.7560 F: 206.522.6698 E: bobr @engineersnw.com REFRIGERATION P: 206.524.3987 F: 860.622.6873 E: mike.macfadden @carrier.utc.com MECHANICAL & ELECTRICAL P: 206.241.2012 F: 206.241.3101 E: jmortenson(@..tei- engineering.com E: pryan @tei- engineering.com 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. By: Mitchell C. Smith Architect of Record TABLE OF CONTENTS Section No. Title Number of Pages BIDDING REQUIREMENTS Document 00020 Invitation to Bid 3 Document 00100 Instructions to Bidders 4 Document 00350 Form of Bid Proposal 6 Document 00370 Refrigeration Installation Bid Proposal 2 CONTRACTING REQUIREMENTS Document AIA A201 General Conditions of the Contract for Construction 40 Document 00500 Supplementary Conditions 6 Document 00800 Special Conditions 3 DIVISION 1 GENERAL REQUIREMENTS Section 01100 Summary of Work 4 Section 01230 Alternates 2 Section 01250 Contract Modifications 2 Section 01290 Payment Procedures 5 Section 01310 Project Meetings 3 Section 01320 Construction Progress Documentation 4 Section 01330 Submittal Procedures 7 Section 01335 Action Submittal Lists • 2 Section 01336 Conformance Submittal Lists 2 Section 01400 Quality Requirements 3 Section 01420 References 3 Section 01500 Temporary Construction Facilities 3 Section 01700 Execution Requirements 4 Section 01731 Cutting and Patching 4 Section 01770 Closeout Procedures 5 Section 01780 Project Closeout Documents • 3 DIVISION 3 CONCRETE Section 03100 Concrete Formwork 3 Section 03200 Concrete Reinforcement 4 Section 03320 Concrete Slab Patching and Repair 14 DIVISION 5 METALS Section 05500 Metal Fabrications 5 DIVISION 6 WOOD AND PLASTICS Section 06105 Miscellaneous Carpentry 5 DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07200 Building Insulation 3 Section 07510 Built -Up Roofing Repair 6 Section 07620 Sheet Metal Flashing and Trim 4 Section 07710 Roof Curbs and Accessories 2 Section 07920 Joint Sealants 5 DIVISION 8 DOORS AND WINDOWS Section 08150 Doors, Frames and Hardware 7 Section 08800 Glass and Glazing .................. 4 DIVISION 9 FINISHES Section 09260 Gypsum Board Assemblies 6 Section 09510 Acoustic Ceilings . 4 Section 09650 Resilient Flooring ......... ....................... 3 Section 09700 Polymer Flooring ... 4 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive fv1G2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 TABLE OF CONTENTS Page 2 Section No. Title Section 09770 Fiberglass Reinforced Plastic Panels (FRPP) Section 09900 Painting . . ...................... Number of Pages .4 . ......................... 10 DIVISION 10 SPECIALTIES Section 10265 Impact- Resistant Wall Protection 3 DIVISION 11 EQUIPMENT Section 11410 Refrigeration Installation Work .... 10 DIVISION 13 SPECIAL CONSTRUCTION (Fire Protection System is Design - Build) DIVISION 15 MECHANICAL Section 15010 Mechanical Work, General Section 15020 Demolition & Remodeling Section 15050 Basic Materials and Methods Section 15250 Insulation Section 15400 Soil, Waste and Drainage Section 15410 Piping Systems Section 15420 Domestic Water System Section 15450 Plumbing Fixtures & Trim 7 2 9 6 5 12 5 3 2 4 5 7 Section 15470 Section 15870 Section 15880 Section 15950 Special Piping Systems ...................... Ductwork For Removal Of Grease And Smoke Laden Vapors Air Distribution System Testing, Adjusting, and Balancing 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 SiteIFolio General Contractor User Guide 13 END OF TABLE OF CONTENTS MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00020 INVITATION TO BID ARCHITECT: MULVANNYG2 ARCHITECTURE 1110 - 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE FOOD SERVICE REMODEL Warehouse No.006 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -23 INVITATION TO BID 1. NOTICE TO GENERAL CONTRACTORS A. Post your bids for this project to sitelfolio, to be received by Costco Wholesale, in care of the Architect, by 2:00 p.m. (Pacific Time) on December 17, 2009. Post the completed Bid Breakdown in the "Form of Bid Proposal" Document, following instructions in Document 00350 "Form of Bid Proposal ". B. Proposals received after the time and date stated above will not receive consideration. C. Prepare and submit the "Contract Bid Book" in a PDF electronic copy via sitelfolio within 24 hours and in a three -ring binder within three business days of the bid posting date, following instructions in Document 00100 "Instructions to Bidders ". 2. DESCRIPTION OF THE WORK A. The project involves the Food Service remodel including equipment relocation, new cooler, new bib rack closet, new ceiling grid, new lighting, and other related work in the existing Costco Wholesale. Building has a concrete slab on grade and single -ply membrane roofing system. The contract award with the successful bidder will be in one contract agreement with Owner. B. Fire Sprinkler System Modifications are Design - Build. The Contractor is responsible for the following: 1. Providing a completed code - compliant operating system; include design, materials and labor. 2. Complying with NFPA 13; special configuration required at Coolers to prevent pipe freezing. 3. Obtaining all jurisdictional approvals; provide all necessary documents — drawings, calculations, etc. Perform all required testing; provide certificates. 4. Matching existing systems materials, as a minimum. 5. Providing a signed Conformance Submittal Form included at the end of Division 1 Section "Closeout Procedures ". MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 DOCUMENT 00020 Page 2 INVITATION TO BID 3. GENERAL CONTRACTORS BID LIST A. The following contractors have been selected to bid this project: FERGUSON CONSTRUCTION 7433 Fifth Avenue South P.O. Box 80867 Seattle, Washington 98108 -3810 Ph: (206) 767 -3810 Fax: (206) 767 -7342 JACKSON DEAN CONSTRUCTION 3414 S. 116th Street Seattle, WA 98168 Ph: (206) 832 -2900 Fax: (206) 832 -3400 INTERSTATE CONSTRUCTION GROUP, INC. 437 29th Street NE., Suite F Puyallup, WA 98372 -6784 Ph: (253) 435 -0949 Fax: (253) 435 -0953 KEY MECHANICAL 19430 68th Avenue South Kent, WA 98032 Ph: (253) 872 -7392 Fax: (253) 872 -7398 PRE - SELECTED MATERIAL SUPPLIER BID LIST A. The following suppliers are selected to furnish materials for this project. No other suppliers from these trades will be accepted. These pre - selected sub - contractors will submit the same bid amount to each General Contractor bidding this project. 1) Polymer Flooring: Section 09700 HTI POLYMER, INC. 18732 142nd Avenue NE Woodinville, Washington 98072 Ph: (425) 487 -8911 Fax: (425) 487 -8915 Contact: Chris Campton Email: chris @HTlpolymer.com 2) Doors, Frames and Hardware: Section 08150 EVERGREEN CONSTRUCTION SPECIALTIES, INC. 1410 37th Street NW, Suite "A" Auburn, Washington 98001 Ph: (253) 288 -8455 Fax: (253) 288 -8456 Contact: Lance M. Stretch, President 3) Lighting Fixtures and Lamps: Section 16500 GRAYBAR ELECTRIC 1919 Sixth Avenue South Seattle, Washington 98134 Ph: 1206) 292 -4848 / (800) 933 -4849 Fax: (206) 701 -2999 Contact: Thomas Turner Email: Thomas.Turner @GBE.com MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive Food Service Remodel MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00020 Page 3 INVITATION TO BID 5. BID OPENING A. Bids will be opened privately at the time and location indicated above. The low bid will be announced by the Architect. 6. BIDDING AND CONSTRUCTION DOCUMENTS A. Bidding and Construction Documents are available on sitelfolio for downloads by the General Contractor only. 7. RIGHT TO REJECT BIDS A. The Owner reserves the right to waive irregularities in or to reject any and /or all bid proposals. END OF INVITATION TO BID MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 ti 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00020 Page 4 INVITATION TO BID (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive Tukwila. Washington 98188 MG2 # 93- 0440 -23 Printed on 12/03/09 DOCUMENT 00100 INSTRUCTIONS TO BIDDERS ARCHITECT: MULVANNYG2 ARCHITECTURE 1110 - 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE FOOD SERVICE REMODEL Warehouse No.006 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -23 INSTRUCTIONS TO BIDDERS Proposals to be entitled to consideration must be made in accordance with the following instructions: 1. GENERAL A. Invitation to Bid, as included in the Specifications, shall be considered as a part of these Instructions to Bidders as if repeated herein. 2. EXAMINATION OF SITE AND DOCUMENTS A. Before submitting a proposal, the bidder shall: 1) Carefully examine the Drawings and Specifications, Addenda, Reports and other information furnished to the bidders, 2) Visit the site of the work and become fully informed about existing conditions and limitations, and 3) Rely on the bidder's judgment in preparing the proposal, and include in the bid a sum sufficient to cover all items required by the Contract. 3. INTERPRETATIONS A. Questions regarding Drawings and Specifications should be addressed to the Architect via the bidding General Contractors only and will be answered by addenda addressed to all bidders. Subcontractors are to address all questions to the General Contractor only. The Architect will not respond to Subcontractor questions that have not been received from the General Contractor. Neither the Owner nor the Architect will be responsible for oral interpretations. B. The General Contractor is required to notify the Architect of all discrepancies contained in the bidding documents. In the event of an un- clarified discrepancy the contractor is required to bid the item of greater costs. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00100 Page 2 INSTRUCTIONS TO BIDDERS Questions received less than 48 hours before the time set for bid opening cannot be answered. All addenda issued during the bidding period will be incorporated into the Contract. FORM OF BID A. Submit bid, on the form furnished by the Architect, without alterations in the form, or any recapitulation of the work to be done. Fill in all blank spaces in the form, in accordance with the portion or portions of work bidding upon. Sign the bid form Signature Sheet in longhand. Failure to bid on all items listed in the bid form may cause rejection of the bid. If a bidder is a partnership, each partner must sign; if a corporation, print name of state in which incorporated, followed by the signature or signatures of the person(s) authorized to sign, and the names of the offices they hold in the corporation. Written, telegraphic, and hard copy bid form, or modifications of bid form will not be considered. 5. MODIFICATIONS OF BIDS A. Modifications of bids after set date and time will not be considered. 6. SUBSTITUTIONS A. General: Substitutions are not allowed, unless unforeseen circumstances prevent the Contractor from providing the products, equipment, or other items specified in the technical specifications or indicated on the Drawings. B. Substitution Requests: Only substitution requests received from a General Contractor will be reviewed or considered. The Architect will not respond to substitution requests from suppliers, vendors, subcontractors, or other sources that are not a General Contractor. C. Substitution Procedure Prior to Signing Contract between Owner and General Contractor: 1) Whenever the item or class or material is specified exclusively by detail specification, trade name, mfg. name, or by catalog reference; use only such items. No substitutions allowed. 2) All other items not specified as described above, submit a copy of the "Substitution Request Form" at the end of this section. Submit the completed form together with product literature and applicable drawings, to the Architect via the bidding General Contractor, for approval. By signing the Substitution Request Form, the Applicant guarantees the substitution to be equal to or better in every respect to the original specification. 3) Architect will issue addenda listing all substitutions requests that have been approved. D. Substitution Procedure After Contract Signing Between Owner and General Contractor: 1) Should the Contractor find it necessary to substitute items, equipment, etc., after the contract is signed, submit a copy of the "Substitution Request Form" at the end of this section. Submit the completed form together with product literature and applicable drawings, to the Architect for approval prior to awarding a contract to the subcontractor or supplier. Substitution requests by sales persons or subcontractors are not acceptable. 2) Substitutions shall yield a value to the work, such as a credit to the Owner, savings of time, or better quality product. The Contractor guarantees the substitution to be equal to or better in every respect to the original specification. The Contractor assumes MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 /4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00100 Page 3 INSTRUCTIONS TO BIDDERS responsibility that substitution will fit the project regarding space, access and service utility requirements. 3) Do not incorporate substitutions in the work until after the Architect has approved them. 7. ALTERNATE BIDS A. Except as stated above, alternate bids other than those listed in the bid form, will not be considered. 8. SUBMISSION OF BID A. Submit bids addressed to Owner. Deliver as required by the "Invitation to Bid ". B. Bidder is responsible for delivery of the bid at or before the time set for opening. Architect will verify the correct time and control the time set. Bids not received at or before the time set will be rejected. 9. EVIDENCE OF QUALIFICATION A. A bidder whose proposal is under consideration shall, upon request, promptly furnish satisfactory evidence of his financial resources, his experience and the organization he has available for the performance of the contract. 10. WITHDRAWAL OF BIDS A. Any bidder may withdraw his /her bid, by written request, at any time prior to the hour set for the bid opening. No bid may be withdrawn or modified after the time set for opening unless and until the award of contract is delayed for a period exceeding 30 days. 11. PERFORMANCE BOND AND PAYMENT BOND A. Prior to signing the contract, the Owner may require the Contractor to secure and pay for a Performance Bond and a Payment Bond for labor, materials, and equipment used in the performance of the work. Each of the bonds shall be 100 percent of the contract sum, and issued by a Surety or a Bonding Company licensed to transact business in the jurisdiction of the project. 1) Use AIA Document A312 "Performance Bond and Payment Bond" for this purpose, or an equivalent form standard to the surety or a bonding company that is acceptable to the Architect. 2) Prior to purchasing the bonds, obtain written confirmation from the Architect and the Owner. 3) Deliver bonds in accordance with Par. 11.5. of the General Conditions. 4) Increase the bond amount with each Change Order increase,, so the final bond amount reflects the final contract total. 12. CONTRACT BID BOOK A. Assemble and submit a 'Contract Bid Book" containing all tabulated subcontractor bids, together with identifying the subcontractors that will likely be used for the work within each trade, and a comprehensive breakdown of the General Conditions. 1) Submit one hard copy in the form of a three -ring binder and one PDF electronic copy. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00100 Page 4 INSTRUCTIONS TO BIDDERS 2) The Owner reserves the right to exercise formal approval of all major subcontracts. Incorporate this approval into the construction contract. 13. REJECTION OF BIDS A. The Owner reserves the right to reject any and all bids. 14. PROJECT TIME SCHEDULE A. Project must he substantially complete on or before April 19, 2010. Construction on the project is to proceed as quickly as possible, with Minimum disruption to the warehouse operations. B. Prepare and submit a Critical Path Method (CPM) Construction Schedule in accordance with the requirements of Section 01330, showing milestone events and a schedule timeline. Coordinate closely with Architect to evaluate schedule and current progress. END OF INSTRUCTIONS TO BIDDER MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 PROJECT: DOCUMENT 00100 Page 5 INSTRUCTIONS TO BIDDERS SUBSTITUTION REQUEST FORM We hereby submit for your review the following substitution for the following specified material for the above project. Section Paragraph Specified Product PROPOSED SUBSTITUTION: Attach complete technical data, including samples, if applicable, in duplicate. Include complete information on changes to Drawings and /or Specifications which proposed substitution will require for its proper installation. A. Does the substitution affect dimensions shown on Drawings in any way? B. Will the undersigned pay for any changes to the design, including engineering and detailing costs caused by the requested substitution? C. What effect does the substitution have on other trades? What are the differences between the substitution and specified product? E. Difference between the Manufacturer's guarantee of the proposed substitution and specified product? SUBMITTED BY: 0 APPROVED 0 NOT APPROVED SIGNATURE SIGNATURE FIRM TITLE DATE DATE MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00100 Page 6 INSTRUCTIONS TO BIDDERS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03109 DOCUMENT 00350 FORM OF BID PROPOSAL Date: ARCHITECT: MULVANNY G2 ARCHITECTURE 1110 - 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE FOOD SERVICE REMODEL Warehouse No.006 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -23 BID PROPOSAL Bidder: (Firm Name) To: COSTCO WHOLESALE, INC. The undersigned bidder, having familiarized himself with the terms of the contract, the local conditions affecting the contract, and with the Drawings and Specifications and other Contract Documents, hereby proposes and agrees to provide all labor, material, equipment, and services necessary to complete in a workmanlike manner all work required in connection with the construction of: All in strict accordance to Drawings, Specifications, and other Contract Documents; hereby submit a combined base bid as follows: 1. COMBINED BASE BID: (USD $ 2. GENERAL CONTRACTOR BID BREAKDOWN A. Breakdowns of Bid Proposal: 1) The bid breakdown form, organized by CSI Sections and Divisions shall be submitted by all bidders, to the Owner, in care of the Architect, by 2:00 p.m. the day bids are due. Failure to submit this form by this time and date may disqualify the bidder. a) The Bid will be submitted on the Form of Bid Proposal in Microsoft Excel Spreadsheet provided to the Contractor by the Architect. Post the Form of Bid MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00350 Page 2 FORM OF BID PROPOSAL Proposal, along with the PDF electronic copy of the Signature Sheet, to sitelfolio. The Form of Bid Proposal shall not be modified or changed in any way. b) The bidder will also be required to submit a separate "Contract Bid Book" as described in Document 00020 "Invitation to Bid" and Document 00100 "Instructions to Bidders ". 2) The Bid Breakdown will be used by the bidding General Contractor(s) and shall not be changed after submission of bid unless specifically approved by Architect and Owner in writing. a) If the costs and the subcontractor names are not listed at the time of submission (as shown below), the Owner reserves the right to reject the General Contractors bid. b) At the Architect's request, the Contractor shall supply subcontractor and /or labor, material and quantity back up for any values listed in the Bid Breakdown that the Architect deems necessary. 3) The contract award with the successful bidder will be in one contract agreement with Owner. 4) OFF -SITE BREAKDOWN AMOUNT Sub- Proprietary US ($) Contractor Supplier (Not Applicable) 5) ON -SITE BREAKDOWN AMOUNT Sub- Proprietary US ($) Contractor Supplier (Not Applicable) $ AMOUNT Sub- Proprietary 6) MAIN BUILDING BREAKDOWN US ($) Contractor Supplier a DIVISION 2 DEMOLITION 1 Interior Dismantle & Removal 2 Demolition - Other a DIVISION 3 CONCRETE 1 Cast -in -Place Concrete $ 2 Precast Wall Panels $ 3 Reinforcing Steel $ b DIVISION 4 MASONRY 1 Unit Masonry w/ Reinforcement $ c DIVISION 5 METALS $ 1 Steel Decking at Mezzanines $ 2 Steel Deck Lids at Vault & Pharmacy $ 3 Metal Fabrications $ 4 Expansion & Seismic Joints $ d DIVISION 6 WOOD & PLASTICS 1 Miscellaneous Carpentry $ e DIVISION 7 THERMAL & MOISTURE PROTECTION 1 Water Repellents $ 2 Building Insulation (Except Metal Bldg Insulation) $ 3 Exterior Insulation & Finish System w/ Framing $ COSTCO WHOLESALE Food Service Remodel MULVANNYG2 ARCHITECTURE 400 Costco Drive Tukwila. Washington 98188 MG2 # 93- 0440 -23 Printed on 12/03/09 r DOCUMENT 00350 Page 3 FORM OF BID PROPOSAL 4 Single -Ply Membrane Roofing $ 5 Parapet Cap Flashing Sheet Metal $ 6 Other Flashing & Sheet Metal $ 7 Roof Accessories $ 8 Sealants $ f DIVISION 8 DOORS & WINDOWS 1 Steel Doors & Frames $ 2 Wood Doors $ 3 Coiling & Sectional Doors $ 4 Aluminum Storefronts & Entrances $ 5 Door Hardware $ 6) Exit Hardware Low Voltage Connections $ 7 Glass & Glazing $ g DIVISION 9 FINISHES 1 Gypsum Wallboard w/ Framing $ 2 Ceramic Tile $ 3 Acoustic Ceiling Systems $ 4 Resilient Flooring $ 5 Carpeting $ 6 Polymer Flooring $ 7 Painting $ 8 Stainless Steel & Fiberglass Reinforced Plastic Panels $ h DIVISION 10 SPECIALTIES 1 Toilet Compartments $ 2 Signage $ 3 Toilet Accessories $ 4 Miscellaneous Specialties $ DIVISION 11 EQUIPMENT 1 Refrigeration Equipment (By Owner) $ 2 Refrigeration Installation (Equipment SOIC) $ 3 Dock Equipment $ DIVISION 13 SPECIAL CONSTRUCTION 1 Metal Building System Erection 2 Union Labor — MBS Erection k DIVISION 14 CONVEYING SYSTEM 1 Elevator $ DIVISION 15 MECHANICAL 1 Fire Sprinkler Protection (Section 13910) $ 2 Mechanical HVAC Installation (Equipment SOIC) $ 3 Mechanical Piping & Plumbing $ m DIVISION 16 ELECTRICAL 1 Labor $ 2 Conduits, Wiring, Boxes, Power Distribution $ 3 Light Fixtures $ 4 Lamps $ 5 Panel Boards, Switch Gear, Under Floor Duct $ 6 Fire Alarm / Life Safety System (Section 13850) $ MULVANNYG2 ARCHITECTURE HTI Polymer COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 DOCUMENT 00350 Page 4 FORM OF BID PROPOSAL OVERHEAD & PROFIT 1 General Conditions $ 2 Contractors Overhead & Profit $ 3 Fair Wages Policy Included 4 Building Risk Insurance $ 5 Liability Insurance $ o SUB -TOTAL MAIN BUILDING $ 7) CONSTRUCTION COST SUMMARY a Total OFF -Site $ b Total ON -Site $ c Total Building Cost $ d Total Combined Base Bid $ e. Total Combined WA Sales Tax $ TOTAL PROJECT COSTS WITH ABOVE TAXES $ ALL VALUES IN US DOLLARS 3. ALTERNATES A. The combined base bid does not include alternate prices as listed below. The listed alternates are described in detail in Section 01 230 "Alternates ", and make provisions for certain additions, deletions, or substitutions. Alternate acceptance, if any, will be added to or deleted from the combined base bid. Owner reserves the right to accept or reject any or all alternates. General Contractor shall furnish Owner with alternate cost. 1) ALTERNATE NO. 1: Provide 100 Percent Performance and Payment Bond. (Add) (Deduct) ) ($ 4. OVERHEAD AND PROFIT A. Combined base bid and alternate bids listed include Contractor overhead and profit: 5. CHANGE ORDERS ). A. All extra work not included in the Contract, if requested, will be performed by the Contractor by material and labor costs plus overhead and profit. Changes in the contract amount will be made in conformance with Section 01250 "Contract Modifications." 1) Ten percent (overhead and profit) will be added or deleted accordingly by the sub- contractor completing the work; 5 percent (overhead and profit) will be added or deleted accordingly by the General Contractor for the sub - contractor's work. 2) Ten percent (overhead and profit) will be added or deleted by the General Contractor for work performed by the General Contractor. 3) In no case shall the total mark -up exceed 20 percent, for total change in cost due to a Change Order for work by the General Contractor, subcontractors, and sub - subcontractors. 4) Follow the written format and instructions of the Change Order Proposal Form provided by the Architect. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440.23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00350 Page 5 FORM OF BID PROPOSAL 6. SALES TAX A. State of Washington sales tax is not included in the Base Bid. It will be added to each payment request as it is submitted. Sales Tax is not included in Alternates. 7. WARRANTIES A. The Contractor shall provide and pay for any and all warranties as identified in the Contract Documents. 8. TIME OF COMPLETION A. The undersigned hereby agrees to complete the work in accordance with the Construction Schedule Requirements in the contract and as follows: 1) Commencement of Building Construction Date: March 8, 2010 2) Substantial Completion Ready for Punch List Date: April 19, 2010 3) Final Completion Date: April 29, 2010 9. LIQUIDATED DAMAGES A. The undersigned hereby agrees to pay the Owner liquidated damages for contracts: USD $0 to under $500,000.00 USD $500.00 per day USD $500,000.00 to under $1,000,000.0 USD $2,500.00 per day USD $1,000,000.00 and over USD $5,000.00 per day for each consecutive calendar day the work remains uncompleted after the date of Partial Substantial Completion. 10. CONTRACT BONDS A. If the undersigned is notified of the acceptance of this bid within 30 calendar days after the time set for opening of bids, he agrees to execute a contract for the above work, for a compensation computed from the above sums, in AIA Form of Agreement A -101, and to furnish performance and payment bonds if required by the Owner. 11. ADDENDA A. Receipt of addenda is hereby acknowledged as follows: B. Addenda Nos. Date MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00350 Page 6 FORM OF BID PROPOSAL 12. GENERAL CONTRACTOR SIGNATURE A. See Signature Sheet sample form attached. END OF FORM OF BID PROPOSAL MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 FORM OF BID PROPOSAL SIGNATURE SHEET ARCHITECT: MULVANNYG2 ARCHITECTURE 1110 112th Avenue NE, Suite 500 Bellevue, WA 98004 PROJECT: COSTCO WHOLESALE FOOD SERVICE REMODEL Warehouse No.006 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -23 DOCUMENT 00350 Page 7 FORM OF BID PROPOSAL CONSTRUCTION COST SUMMARY Total Off -Site Cost: Total On -Site Cost: Total Building Cost: Total Combined Base Bid: Total Sales Tax: Total Project Costs with Sales Tax: TIME OF COMPLETION Commencement of Building Construction Date: March 8, 2010 Substantial Completion Ready for Punch List Date: April 19, 2010 Final Completion Date: April 29, 2010 GENERAL CONTRACTOR SIGNATURE Signature Date Printed Name and Title License Number Name of Company Telephone Number Street Address City, State, Zip Code MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12!03/09 DOCUMENT 00350 Page 8 FORM OF BID PROPOSAL (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 Date: DOCUMENT 00370 REFRIGERATION INSTALLATION BID PROPOSAL ARCHITECT: MULVANNYG2 ARCHITECTURE 1110 - 112"' Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE FOOD SERVICE REMODEL Warehouse No.006 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -23 REFRIGERATION INSTALLATION BID PROPOSAL OWNER'S REFRIGERATION EQUIPMENT SUPPLIER: HILL PHOENIX REFRIGERATION EQUIPMENT AND SYSTEMS INSTALLATION SUB - CONTRACTOR: TO: ALL SELECTED BIDDING GENERAL CONTRACTORS The undersigned bidder has submitted this bid to the Owner, who in turn will make information about bid amounts available to all bidding General Contractors. The undersigned bidder, knowledgeable about the terms of the contract, the local conditions affecting the contract, and with the Drawings, Specifications and other Contract Documents, hereby proposes and agrees to provide labor, material, equipment, and services necessary assemble, install, and erect Refrigeration Equipment and Systems indicated on the Drawings, and specified in Section 11410 "Refrigeration Installation Work." This includes furnishing Mechanical, Carpentry /General, and Electrical materials indicated on the Refrigeration Drawings that are necessary to for a complete and operating Refrigeration System. The Form of Agreement between the General Contractor and the Refrigeration Equipment and Systems Sub - contractor for the work of installing the Refrigeration Equipment and Systems will be executed on AIA Document A401 "Standard Form of Agreement between Contractor and Subcontractor ". The Installation Bid Proposal has the following breakdown for Units, Unit Costs, and Total in each category listed below - MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00370 Page 2 REFRIGERATION BID PROPOSAL REFRIGERATION EQUIPMENT AND SYSTEMS INSTALLATION: Bid Item Unit Hours Cost per Hour Total $ Permit Fee General Construction Fee Equipment Rental Engineering (TEI stamp) Project Management Fee General Conditions Profit & Overhead Travel and Per Diem Cost Mechanical Material Mechanical - Journeyman Mechanical - Journeyman OT Carpentry /General Material Carpentry /General - Journeyman Carpentry /General - Journeyman OT Electrical Material Electrical - Journeyman Electrical - Journeyman OT Subtotal, Material & Installation REFRIGERATION EQUIPMENT AND SYSTEMS INSTALLATION SUB - CONTRACTOR SIGNATURE Bidder City Telephone No. By Title Street Address Zip Code License No. END OF REFRIGERATION EQUIPMENT AND SYSTEMS INSTALLATION BID PROPOSAL MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 Init. -t b.s, , -: IA Document A201TM — 2007 General Conditions of the Contract for Construction for the following PROJECT: (Name and location or address) THE OWNER: (Name. legal status and address) Costco Wholesale 999 Lake Drive Issaquah, WA 98027 THE ARCHITECT: (Name. legal status and address) MulvannyG2 Architecture 1110 - 112th Ave. N.E-.. #500 Bellevue, WA 98004 TABLE OF ARTICLES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 GENERAL PROVISIONS OWNER CONTRACTOR ARCHITECT SUBCONTRACTORS CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS CHANGES IN THE WORK TIME PAYMENTS AND COMPLETION PROTECTION OF PERSONS AND PROPERTY INSURANCE AND BONDS UNCOVERING AND CORRECTION OF WORK MISCELLANEOUS PROVISIONS TERMINATION OR SUSPENSION OF THE CONTRACT CLAIMS AND DISPUTES ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form_ An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of This document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201"' — 2007. Copyright 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document - -as produced by AIA software at 11 16 25 on 05126!2009 under Order No.2992565137 1 which expires on 05/13/2010, and is not for resale User Notes: 112481452081 Init. INDEX Architect's Additional Services and Expenses (Numbers and Topics in Bold are Section Headings) 2.4.1. 11.3.1.1. 12.2.1. 13.5.2. 13.5.3. 14.2.4 Architect's Administration of the Contract 3.1.3. 4.2, 3.7.4. 15.2. 9.4.1. 9.5 Acceptance of Nonconforming Work Architect's Approvals 9.6.6. 9.9.3. 12.3 2.4.1. 3.1.3. 3.5.1. 3.10.2. 4.2.7 Acceptance of Work Architect's Authority to Reject Work 9.6.6. 9.8.2, 9.9.3. 9.10.1. 9.10.3. 12.3 3.5.1, 4.2.6. 12.1.2. 12.2.1 Access to Work Architect's Copyright 3.16. 6.2.1. 12.1 1.1.7. 1.5 Accident Prevention Architect's Decisions 1 0 3.7.4. 4.2.6. 4.2.7. 4.2.1 1. 4.2.12. 4.2.13. 4.2.14. Acts and Omissions 6.3.1. 7.3.7. 7.3.9. 8.1.3. 8.3.1. 9.2.1. 9.4.1. 9.5. 9.8.4. 32. 3.3.2, 3.12.8.3.18. 4.2.3. 8.3.1. 9.5.1. 10.2.5. 9.9.1, 13.5.2. 15.2. 15.3 10.2.8. 13.4.2. 13.7.1. 14.1. 15.2 Architect's Inspections Addenda 3.7.4. 4.2.2. 4.2.9. 9.4.2. 9.8.3. 9.9.2. 9.10.1. 13.5 1.1.1. 3.11.1 Architect's Instructions Additional Costs, Claims for 3.2.4, 3.3.1, 4.2.6. 4.2.7. 13.5.2 3.7.4. 3.7.5. 6.1.1. 7.3.7.5. 10.3. 15.1.4 Architect's Interpretations Additional Inspections and Testing 4.2.11. 4.2.12 9.4.2, 9.8.3, 12.2.1, 13.5 Architect's Project Representative Additional Insured 4.2.10 11.1.4 Architect's Relationship with Contractor Additional Time, Claims for 1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2. 3.5.1. 3.2.4, 3.7.4, 3.7.5, 3.10.2. 8.3.2, 15.1.5 3.7.4.3.7.5.3.9.2. 3.9.3.3.10.3.11,3.12,3.16.3.18. Administration of the Contract 4_1.2, 4.1.3. 4.2. 5.2. 6.2 2, 7. 8.3.1. 9.2, 9.3. 9.4. 9.5. 3 1.3, 4.2. 9.4. 9 5 9.7,9.8,0.9, 10.2.6. 10.3. 11.3.7. 12. 13.4.2. 13.5. Advertisement or Invitation to Bid 15.2 1.1.1 Architect's Relationship with Subcontractors Aesthetic Effect 1.1.2. 4.2.3.4 2 4. 4 2.6. 9.6.3. 9.64, 11 3.7 4.2.13 Architect's Representations Allowances 9.4.2. 9.5.1. 9.10.1 3.8. 7.3.8 Architect's Site Visits All -risk Insurance 3.7.4. 4.2.2. 4.2.9. 9.4.2. 9.5.1. 9.9.2. 9.10.1. 13.5 11.3.1. 11.3.1.1 Asbestos Applications for Payment 10.3.1 4.2.5. 7.3 9. 9 2, 9.3.9 4. 9.5.1.0.6 3.9.7 1. 0 10 Attorneys' Fees 11.1.3 3.18.1. 9.10.2. 10.3.3 Approvals Award of Separate Contracts 2.1.1, 22.2, 2.4. 3.1.3. 3.102. 3.12.8. 3.12.9. 3.12.10. 6.1.1.6.12 4.2.7. 9.3.2. 13.5.1 Award of Subcontracts and Other Contracts for Arbitration Portions of the Work 8.3.1. 11.3.10. 13.1.1. 15.3.2. 15.4 5.2 ARCHITECT Basic Definitions 4 1.1 Architect. Definition of Bidding Requirements 4.1.1 1.1.1. 5.2.1. 11.4.1 Architect. Extent of Authority Binding Dispute Resolution 2 . 4 . 1 . 3 12.7. 4.1. 4.2. 5.2. 6.3 1 . 7 . 1 2.7.3.7.74. 9 7 . 1 . 1 1 . 3 . 0 11 310. 13 1.1. 15.2.5. 15.2.61. 15.3 1. 92 1 9 3 1.9.4.9.5.9.63.08.9 101.0.10 3 I2 I. 15.32. 15.4.1 12.2.1. 13 5.1. 13.5 2. 14 2 2 14 2 4 15 1.3. 15.2.1 Boiler and :Machinery Insurance Architect. Limitations oI Authoril_v and 11.3.2 Responsibility Bonds. 1_ien 2.1.1.3124.3.12.8.31210.4 1.2. 4.2.1. 4.2 2. 7 3 74.010.2.010.3 4.2 3. 4 2 6. 4 2 7. 4 2 10 4 2.12 4.2 .1 3 5 2 1. 7 4.1. Bonds, Performance. and Payment 9.42.9.5.3.964. 1 5 1 3 . 1 5 2 73 7- 1.067.() 10.3. II 3.9.11.4 AIA Document A201'1' - 2007. Copyright c: 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976 1987. 1997 and 2007 by The American Inslilule of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document. or any portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document WAS produced by .AlA software at 11 16 25 on 05:2612009 under Order No.2992565137 1 which expires on 05/13/2010. ands not for resale User Notes' (12481452081 Init. Building Permit 3.7.1 Capitalization 1.3 Certificate of Substantial Completion 9.8.3. 9.8.4. 9.8.5 Certificates for Payment 4.2.1. 4.2.5. 4.2.9. 9.3.3. 9.4. 9.5. 9.6.1. 9.6.6. 9.7.1. 9.10.1. 9.10.3. 14.1.1.3. 14.2.4. 15.1.3 Certificates of Inspection. Testing or Approval 13.5.4 Certificates of Insurance 9.10.2. 11.1.3 Change Orders 1.1.1. 2.4.1. 3.4.2. 3.7.4. 3.8.2.3, 3.11.1. 3.12.8. 4.2.8. 5.2.3. 7.1.2. 7.1.3. 7.2. 7.3.2. 7.3.6. 7.3.9. 7.3.10. 8.3.1, 9.3.1.1. 9.10.3. 10.3.2, 11.3.1.2. 11.3.4. 11.3.9. 12.1.2, 15.1.3 Change Orders. Definition of 7.2.1 CHANGES IN THE WORK 2.2.1. 3.11. 4.2.8, 7. 7.2.1. 7.3.1,7.4. 7.4.1. 8.3.1. 9.3.1.1, 11.3.9 Claims. Definition of 15.1.1 CLAIMS AND DISPUTES 3.2.4. 6.1.1.6.3.1,7.3.9.9.3.3,9.10.4. 10.3.3. 15. 15.4 Claims and Timely Assertion ofClaims 15.4.1 Claims for Additional Cost 3.2.4, 3.7.4. 6.1.1, 7.3.9, 10.3.2. 15.1.4 Claims for Additional Time 3.2.4. 3.7.46.1.1. 8.3.2. 10.3.2. 15.1.5 Concealed or Unknown Conditions, Claims for 3.7.4 Claims for Damages 3.2.4, 3.18. 6.1.1. 8.3.3. 9.5.1. 9.6.7. 10.3.3. 11.1.1. 11.3.5, 11.3.7. 14.1.3. 14.2.4. 15.1.6 Claims Subject to Arbitration 15.3.1, 15.4.1 Cleaning Up 3.15. 6.3 Commencement of the Work. Conditions Relating to 2.2.1. 3.2.2. 3.4.1. 3.7.1. 3.10.1. 3.12.6. 52.1, 5.2.3. 6.2.2. 8.1.2. 8.2.2. 8.3.1. 11.1. 11.3.1. 11.3.6. 11.4.1. 15.1.4 Commencement of the Work, Definition or 8.1.2 Communications Facilitating Contract Administration 3.9.1. 4.2.4 Completion. Conditions Relating to 3.4.1. 3.11. 3.15. 4.2.2. 4.2.9. 82, 9.4.2. 9.8. Q.0.1, 9.10. 122. 137. 14 1.2 COMPLETION, PAYMENTS AND 9 Completion. Substantial 4.2.9. 8.1.1. 8.1.3, 8.2.3. 9.4.2. 9.8. 9.9.1. 9.10.3. 12.2. 13.7 Compliance with Laws 1.6.1. 3.2.3. 3.6. 3.7. 3.12.10. 3.13. 4.1.1. 9.6.4. 10.2.2. 11.1. 11.3. 13.1. 13.4. 13.5.1. 13.5.2. 13.6. 14.1.1. 14.2.1.3. 15.2.8. 15.4.2. 15.4.3 Concealed or Unknown Conditions 3.7.4.4.2.8.8.3.1. 10.3 Condition's of the Contract 1.1.1. 6.1.1, 6.1.4 Consent. Written 3.4.2. 3.7.4. 3.12.8. 3.14.2. 4.1.2. 9.3.2. 9.8.5. 9.9.1. 9.10.2.9.10.3. 11.3.1. 13.2. 13.4.2. 15.4.4.2 Consolidation or .Joinder 15,4.4 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 1.1.4. 6 Construction Change Directive. Definition of 7.3.1 Construction Change Directives 1.1.1,3.4.2,3.12 .8,4.2.8.7.1.1.7.1.2.7.1.3.7.3. 9.3.1.1 Construction Schedules, Contractor's 3.10, 3.12.1. 3.12.2. 6.1.3. 15.1.5.2 Contingent Assignment of Subcontracts 5.4. 14.2.2.2 Continuing Contract Performance 15.1.3 Contract. Definition of 1.1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE 5.4.1.1. 11.3.9. 14 Contract Administration 3.1.3.4, 9.4. 9.5 Contract Award and Execution. Conditions Relating to 3.7.1. 3.10. 5.2. 6.1. 11.1.3. 11.3.6. 11.4.1 Contract Documents, The 1.1.1 Contract Documents. Copies Furnished and Use of 1.5.2. 2.2.5. 5.3 Contract Documents. Definition of 1.1.1 Contract Sum 3.7.4. 3.8. 5.2.3. 7.2. 7.3. 7.4. 9.1. 9.4.2. 9.5.1.4. 9.6.7. 9.7. 10.3.2. 11.3.1. 14.2.4. 14.3.2. 15.1.4. 15.2.5 Contract Sum. Definition of 9.1 Contract Time 3.7.4. 3.7.5. 3.10.2. 5 2 3. 72.1 3. 7.3.1. 7.3.5. 7.4. 8.1.1. S.2.1. S.3.1. 0.5.1. 9.7.1. 10.3.2. 12.1.1. 14.3.2. 15.1.5.1. 15.2.5 AIA Document A201"" — 2007. Copyright s. 1911. 1915. 1918. 1.925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document. or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 1 116 25 on 05/26/2009 under Order No 2992565137 1 which expires on 05113/2010. and is not for resale User Notes: 112481452081 Init. Contract Time. Definition of Cost. Definition of 8.1.1 7.3.7 CONTRACTOR Costs 3 2.4.1. 3.2.4. 3.7.3. 3.8.2. 3.15.2. 5.4.2. 6.1.1. 6.2.3. Contractor. Definition of 7.3.3.3. 7.3.7. 7.3.8. 7.3.9. 9.10.2. 10.3.2. 10.3.6. 3.1, 6.1.2 11.3. 12.1.2, 12.2.1. 12.2.4. 13.5. 14 Contractor's Construction Schedules Cutting and Patching 3.10. 3.12.1. 3.12.2. 6.1.3. 15.1.5.2 3.14. 6.2.5 Contractor's Employees Damage to Construction of Owner or Separate 3 3.2.3 4 3. 3.8.1. 3.9. 3.18 2.4.2.3. 4.2.6. 10.2 10.3. Contractors 11.1.1. 11.3.7. 14.1. 14.2.1.1. 3.14.2, 6.2.4. 10.2.1.2. 10.2.5. 10.4. 11.1.1. 11.3. Contractor's Liability Insurance 12.2.4 11.1 Damage to the Work Contractor's Relationship with Separate Contractors 3.14.2. 9.9.1. 10.2.1.2. 10.2.5. 10.4.1. 11.31 12.2.4 and Owner's Forces Damages. Claims for 3.12.5. 3 14.2. 4.2.4. 6. 11.3.7. 12.1.2. 12.2.4 32.4. 3.18.61 1. 8.3 3.95.1.06.7. 10.3.3. 11.1 1. Contractor's Relationship with Subcuntractors 11.3.5, 11.3.7, 14.1.3. 14,2.4. 15.1.6 1.2.2, 3.32, 3.18.1, 3.18.2, 5, 9.6.2. 9.6.7, 9.10.2. Damages for Delay 11.3.1.2, 1 1.3.7, 1 1.3.8 6.1.1, 8.3.3, 95.1.6. 9.7, 10.3.2 Contractor's Relationship with the Architect Date of Commencement of the Work. Definition of 1.1.2. 1.5. 3.1.3, 3.2.2, 3.2.3, 3.2.4. 3.3.1, 3.4.2. 3,5.1. 8.1.2 3.7.4, 3.10. 3.11. 3.12. 3.16, 3.18. 4.1.3. 4.2. 5.2. Date of Substantial Completion. Definition of 6.2.2.7.8.3 .1,9.2,9.3,9.4,9.5,9.7.9.8.9.9. 10.2.6. 8.1.3 10.3, 11.3.7, 12, 13.5, 15.1.2, 15.2.1 Day, Definition of Contractor's Representations 8.1.4 3.2.1, 3.2.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3. 9.8.2 Decisions of the Architect Contractor's Responsibility for Those Performing the 3.7.4, 4.2.6, 4.2.7. 4.2.11. 4.2.12, 4.2.13. 15.2. 6.3. Work 7.3.7. 7.3.9. 8.1.3. 8.3.1. 9.2.1. 9.4. 9.5.1. 9.8.4. 9.9.1. 3.32 ,318.5.31.6.1.3.6.2,9.51.10.2.8 135.2,1422.14.2.4.15.1,15.2 Contractor's Review of Contract Documents Decisions to Withhold Certification 3.2 9.4.1. 9.5, 9.7. 14.1.1.3 Contractot's Right to Stop the Work Defective or Nonconforming Work. Acceptance. 9.7 Rejection and Correction of Contractor's Right to Terminate the Contract 2.3.1, 2.4.1, 3.5 1. 4 2 6. 6.2 5. 9.5,1. 9.5.2. 9.6.6, 14.1. 15 1.6 9.8.2.9.9.3.9104. 122 1 Contractor's Submittals Defective Work. Definition of 3.10. 3.11. 3.12.4, 4.2.7. 5.2.1, 5.2.3. 9.2. 9.3. 9.8.2. 3.5.1 9.8.3. 9.9.1. 9.10.2. 9.10.3. 11.1.3. 11.4.2 Definitions Contractor's Superintendent 1.1. 2.1.1, 3.1.1. 3.5.1. 3.12.1, 3.12.2. 3.12.3. 4.1.1, 3.9. 10.2.6 15,].1. 5.1. 6.1.2. 7.2 1. 7.3 1.8.1.9.1. 9.8.1 Contractor's Supervision and Construction Delays and Extensions of Time Procedures 3.2.. 3,7.4. 5.2 3 7.2.1 7 3.1. 7.4.1. 8.3. 9.5.1. 9.7.1. 1.2.2. 3.3. 3.4. 3.12.10. 4.2.2. 4.2.7. 6.1.3. 6.2.4. 10.3.2. 10.4.1. 14.3.2. 15.1.5. 15.2.5 7. 13.735.7.37.82.10.12.14.15.1.3 Disputes Contractual Liability Insurance 6.3.1. 7.3.9. 15.1. 15.2 1 1 .1. I.8. 11.2 Documents and Samples at the Site Coordination and Correlation 3.11 1.2. 3 2.1. 3.3.1. 3.10. 3 12.6. 6.1 3. 6 2 I Drawings. Definition of Copies Furnished of Drawings and Specifications 1.1.5 1.5. 2.2.5. 3.11 Drawings and Specifications. Use and Ownership of Copyrights 3.11 1.5. 3.17 Effective Date of Insurance Correction of Work 8.2.2. 11.1.2 2.3. 2.4. 3.7.3. 9.4.2. 9.8.2. 9.8.3. 0.0.1. 12.12. 17.2 Emergencies Correlation and Intent of the Contract Documents 10.4. 14.1.1.2. 15.1.4 1.2 AIA Document A201 'y - 2007. Copyright ri 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976, 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This dorurnnnt was pio<hieerl by A A software at 11 16 25 on 05/26/2009 under Order No.2992565137_ 1 which expires no 05/13 :2010, and is !1 Col for resale User Notes: 112481452081 Init. Employees. Contractor's Instructions to the Contractor 3.3.2;3.4.3. 3.8.1.3.9.3.18.2.42.3.42.6.102. 3.2.4. 3.3.1. 3.8.1, 5.2.1. 7. 8.2.2. 12. 13.5.2 10.3.3. 11.1.1. 11.3.7. 14.1. 14.2.1.1 Instruments of Service. Definition of Equipment. Labor. Materials or 1.1.7 1.1.3, 1.1.6. 3.4. 3.5.1. 3.8.2. 3.8.3. 3.12. 3.13.1. Insurance 3.15.1,4.2.6.4.2. 7.5.2.1.62.1.7.3.7.9.3.2.9.3.3. 3.18.1.61 1.7.37.9.3.2.9.84.9.0 1.0.10.2. II 9.5.1.3. 9.101. 10.2.1. 10.2.4. 14.2.1.1. 14.2.1.2 Insurance, Boiler and Machinery Execution and Progress of the Work 11.3.2 1.1.3, 1.2.1. 1.2.2. 2.2.3.2 2.5. 3.1. 3.3.1. 3.4.1. 3.5.1 Insurance, Contractor's Liability 3.7.1. 3.10.1. 3.12. 3.14. 4.2. 6.2.2. 7.1.3. 7.3.5. 8.2. 1 1.1 9.5.1. 9.9.1, 10.2. 10.3, 12.2. 14.2. 14.3.1. 15.1.3 Insurance. Effective Date of Extensions of Time 82.2. 11.1.? 3.2.4, 3.7.4, 5.2.3. 7.2.1. 7.3. 7.4.1, 9.5.1. 9.7.1. Insurance, Loss of Use 10.3.2. 10.4.1. 14.3, 15.1.5. 15.2.5 11.3.3 Failure of Payment Insurance, Owner's Liability 9.5.1.3. 9.7. 9.10.2. 13.6. 14.1.1.3. 14.2.1.2 11.2 Faulty Work Insurance, Property (See Defective or Nonconforming Work) 10.2.5. 11.3 Final Completion and Final Payment Insurance. Stored Materials 4.2.1. 4.2.9. 9.8.2, 9.10, 11.1.2. 11.1.3. 11.3.1. 11.3.5. 9.3.2. 11.4.1.4 12.3.1. 14.2.4, 14.4.3 INSURANCE AND BONDS Financial Arrangements. Owner's 11 2.2.1. 13.2.2, 14.1.1.4 Insurance Companies. Consent to Partial Occupancy Fire and Extended Coverage Insurance 9.9.1. 11.4.1.5 11.3.1.1 Insurance Companies. Settlement with GENERAL PROVISIONS 11.4.10 l Intent of the Contract Documents Governing Law 1.2.1.4 2.7.4 2.12.4 2.13. 7.4 13.1 Interest Guarantees (See Warranty) 13.6 Hazardous Materials Interpretation 10.2.4, 10.3 1.2.3. 1.4, 4.1.1. 5.1. 6.1.2. 15.1.1 Identification of Subcontractors and Suppliers Interpretations. Written 5.2.1 4.2.11. 4.2.12. 15.1.4 Indemnification Judgment on Final Award 3.17.1. 3.18. 9.10.2. 10.3.3. 10.3.5. 10.3.6. 11.3.1.2. 15.4.2 11.3.7 Labor and Materials, Equipment Information and Services Required of the Owner 1.1.3. 1. 1.6. 3.4. 3.5.1. 3.8.2. 3.8.3. 3.12. 3.13. 3.15.1. 2.1.2. 2.2, 3.2.2. 3.12.4. 3.12.10. 6.1.3. 6.1.4.6 2.5. 4.2.6. 42.7.5 2.1. 6.2.1. 7.3.7. 9.3.2. 9.3.3. 9.5.1.3. 9.6.1. 9.6.4. 9.9.2. 9.10.3. 10.3.3. 11.2. 11.4. 13.5.1. 9.10.2. 10.2.1. 10.2.4. 14.2.1.1. 14.2.1.2 13.5.2. 14.1.1.4. 14.1.4. 15.1.3 Labor Disputes Initial Decision 8.3.1 15.2 Laws and Regulations Initial Decision Maker, Definition of 1.5.3 2.3. 3.6. 3.7. 3.12.10. 3.13.1. 4.1.1. 9.6.4. 9.9.1. 1.1.8 10.2.2. 11.1.1. 11.3. 13.1.1. 13.4. 13.5.1. 13.5.2. Initial Decision Maker. Decisions 13.6.1. 14. 15.2.8. 15.4 14.2.2. 14.2.4. 15.2.1. 15.2.2. 15.2.3. 15.2.4. 15.2.5 Liens Initial Decision Maker. Extent of Authority 2.1.2. 0.3.3. 9.10.2. 9.10.4. 15.2.8 1 4 2.2. 1 4 2 4 . 1 5 1 3. 15 2.1. 15.2.2. 15.2.3. 15 2 4. Limitations. Statutes of 15.2.5 12.2.5. 13.7. 15.4.1.1 Injury or Damage to Person or Property Limitations of Liability 10.2.8. 10.4.1 2.3.1. 3.2.2. 3.5.1. 3.12.10. 3.17.1. 3.18.1. 4.2.6. Inspections 4.2.7. 4.2.12.6 2.2. 9.4.2. 9.6.4. 9.6.7. 10.2.5. 10.3.3. 3.1.3. 3.3.3. 3.7.1. 4.2.2. 42.6.4 2.9. 9.4.2. 9.S 3. 1 1.1.2. 11.2. 11.3.7. 12.2.5. 13.4.2 0_0_2. 0.10.1. 12.2.1. 13.5 Instructions to Bidders 1.1.1 AIA Document A201'' - 2007. Copyright 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document. or any portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software al 11 16 25 on 05/26/2009 under Order No.2992565137 1 which expires on 05:1:3.2010. and is not for resale User Notes: f1248145208i Init. Limitations of Time Orders. Written 2.1.2.22.2.4.322 3.10. 3.11. 3.12.5. 3.15.1. 4 2 7. 1 1 1.2.3. 3.9.2 7.82.2. 11 39. 12.1. 12.221. 5.2, 5.3.I. 5.4.1. 6.2.4. 7.3, 7.4. 8.2. 9.2.1. 9.3.1. 13.5.2. 14.3.1 9 3.3. 9.4.1.9 5. 9.6. 9.7.1.9.8. 9.9. 9.10. 11.1 3. OWNER 11.3.1.5. 11.3.6. 11.3.10. 12.2. 13.5. 13.7. 14. 15 2 Loss of Use Insurance Owner. Definition of' 11.3.3 2.1.1 Material Suppliers Owner, Information and Services Required of the 1.5.3 1 2 . 1 . 4 2 4 . 4 . 2 . 6 , 5 2 . 1 . 9 3 . 9 . 4 . 2 , 9 . 6 . 9 1 0 . 5 2.1.2.2.2. 322. 3 12.10. 6.1.3. 6.1.4. 6.2.5. 9.3.2. Materials. Hazardous 9 6 1. 9 6.4. 9 9.2. 9 10 3. 10 3 3. 11.2. 1 1. 3. 13.5 1. 10.2.4. 10.3 13.5.2. 14.1.1.4. 14.1.4. 15.1.3 Materials. Labor. Equipment and Owner's Authority 1 1 . 3 . 1 1 6. 1 . 5 . 1 , 3.4.1.3 5 1 , 3.8.2. 3.8.3.3.12. 1 . 5 . 2.1.1.2.3 1, 24.1. 34.2. 3.8.1. 3.12.10. 3,14.2. 3.13.1. 3.15.]. 4.2.6. 4.2.7. 5.2.1. 6.2.1. 7.3.7. 9.3.2. 4.1.2,41.3. 424.42 .9.5.2.1.52.4.5.4.1.6.1.6.3.1. 9.3.3, 9.5.1.3, 9.10.2. 10.2 1.2. 10.2.4. 14.2.1 1. 7.2.1. 7.3.1. 8 2.2. 8.3.1. 9.3.1. 9.3.2. 9.5.1. 9.6.4. 14.2.1.2 9. 919102 .1032.11.1..11.3311.310.12.22. Means. Methods. Techniques, Sequences and 12.3.1. 13.2.2. 14.3, 14.4. 15 2.7 Procedures of Construction Owner's Financial Capability 3.3.1, 3.12.10. 4.2.2. 4.2.7, 9.4.2 2.2.1, 13.2.2. 14.1.1.4 Mechanic's Lien Owner's Liability Insurance 2.1.2. 15.2.8 11.2 Mediation Owner's Loss of Use Insurance 8.3.1. 10.3.5. 10.3.6. 15.2.1, 15.2.5. 15.2.6, 15.3, 11.3.3 15.4.1 Owner's Relationship with Subcontractors Minor Changes in the Work 1.1.2. 5.2. 5.3. 5,4, 9.6.4, 9.10.2. 142.2 1.1.1, 3.12.8. 4.2.8. 7.1. 7.4 Owner's Right to Carry Out the Work MISCELLANEOUS PROVISIONS 2.4. 14.2.2 13 Owner's Right to Clean Up Modifications. Definition of 6.3 1.1.1 Owner's Right to Perform Construction and to Modilications to the Contract Award Separate Contracts 1.1.1. 1.1.2.3.11. 4.12,4.2.1.5.2.3.7,8.3.1.9.7.1. 6.1 10.3.2. 11.3.1 Owner's Right to Stop the Work Mutual Responsibility 2.3 6.2 Owner's Right to Suspend the Work Nonconforming Work, Acceptance of 14.3 9.6.6. 9.9.3. 12.3 Owner's Right to Terminate the Contract Nonconforming Work. Rejection and Correction of 14.2 2 3.1. 2.4.1. 3 5.1. 4 2 6 6 2.4, 9.5.1, 9 8.2. 9 9.3. Ownership and Use of Drawings, Specifications 9.10.4. 122.1 and Other Instruments of Service Notice I.1.1. 1.1.6. 1.1.7. 1.5. 2.2.5. 3.2.2. 3.11.1. 3.17.1. 22.1.2.3.1.2.4.1. 3.2.4. 3.31.37.2.3.129.52.1. 4.2.12. 5.3.1 9.7.1. 9.10. 10.2.2. 11.1.3. 11.4.6. 12.2.2.1. 13.3. Partial Occupancy or Use 13 5.1. 13 5.2. 14 1. 14.2. 15 2.8. 15 4.1 9.66.9.9.11.3.1.5 Notice, Written Patching, Cutting and 2 3 1 . 2.4 1. 3 3 1.3 9.2. 3.12.9.3 12 10. 52 1 9 7 1 3.14.6 2.5 9.10. 1 0 2.2. 1 0 3 . 1 1 1.3.1 1 3.6. 12 2.2 1. 13.3. 14. Patents 15.2.8. 15.4.1 3.17 Notice of Claims Payment, Applications for 3.7.4. 4.5. 10.2.8. 15.1.2. 15.4 4.2.5. 7.3.9. 9.2.1. 9.3. 9.4. 9.5. 9.6.3. 9.7.1. 9.8.5. Notice of Tcstina and Inspections 9.10.1. 14.2.3. 14.2,4. 14.4.3 1 3 . 5 . 1 1 3 5 2 Payment, Certificates for Oh:crvatitln '.. ('o01r ;ictsr's 42.5.4 2.9. 9.3.3. 9.4.9 5. 9.6.1.9 6 6. 9 7.1. 9.10.1. 3.2. 3.7 4 9 10.3. 13.7. 14.1 1 3. 14.2.4 Occupant\' Payment, Failure of "1.22.1)66.9.8 li 315 951 .3.9.7,9.10.2,136.14113.142.1.2 AIA Document A201" - 2007. Copyright 1911. 1915, 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American lnsiilule of Architects. All rights reserved. WARNING: This Alit' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this ALA` Document, or any portion of it. may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was ptoducerl by AlA software at 11.1625 on 05/26/2009 under Order No.2992565137 1 which 09/1312910. anti 0 not for resale User Notes. 12181452081 Init. Payment. Final Review of Contract Documents and Field 4.2.1. 4.2.9. 9.8.2. 9.10. 11.1.2. 11.1.3. 11.4.1. 11.4.5. Conditions by Contractor 12.3.1. 13.7. 14.2.4. 14.4.3 3.2. 3.12.7. 6.1.3 Payment Bond, Performance Bond and Review of Contractor's Submittals by Owner and 7.3 7.4. 9.6 7. 9.10.3. 11.4.9. 11.4 Architect Payments, Progress 3.10.1. 3.10.2. 3.11. 3.12. 4.2. 5.2. 6.1.3. 9.2. 9.8.2 9.3. 9.6. 9.8.5. 9.10.3. 13.6. 14.2.3. 15.1.3 Review of Shop Drawings. Product Data and PAYMENTS AND COMPLETION Samples by Contractor 9 3.12 Payments to Subcontractors Rights and Remedies 5.4.2. 9.5.1.3. 9.6.2. 9.6.3. 9.6.4. 9.6.7. 11.4.8. 1.1.2. 2.3. 2.4. 3.5.1. 3.7.4. 3.15.2. 4.2.6. 4.5. 5.3. 5.4. 14.2.1.2 6.1. 6.3. 7.3.1. 8.3. 9.5.1. 9.7. 10.2.5. 10.3. 12.2.2. PCB 12.2.4. 13.4. 14. 15.4 10.3.1 Royalties, Patents and Copyrights Performance Bond and Payment Bond 3.17 7.3.7.4. 9.6.7. 9.10.3. 11.4.9. 11.4 Rules and Notices for Arbitration Permits, Fees, Notices and Compliance with Laws 15.4.1 2.2.2, 3.7. 3.13. 7.3.7.4. 10.2.2 Safety of Persons and Property PERSONS AND PROPERTY, PROTECTION 10.2, 10.4 OF Safety Precautions and Programs 10 3.3.1.4.2.2,4.2.7, 5.3.1. 10.1. 10.2. 10.4 Polychlorinated Biphenyl Samples. Definition of 10.3.1 3.12.3 Product Data. Definition of Samples, Shop Drawings, Product Data and 3.12.2 3.11, 3.12, 4.2.7 Product Data and Samples, Shop Drawings Samples at the Site, Documents and 3.1 1. 3.12, 4.2.7 3.11 Progress and Completion Schedule of Values 4.2.2. 8.2. 9.8. 9.9.1. 14.1.4, 15.1.3 9.2. 9.3.1 Progress Payments Schedules, Construction 9.3. 9.6. 9.8.5.9 10 3, 13.6. 14.2.3. 15 1 3 3.10. 3.12.1. 3.12.2. 6.1.3. 15.1.5.2 Project. Definition of the Separate Contracts and Contractors 1.1.4 1.1.4. 3.12.5. 3.14.2. 4.2.4. 4.2.7. 6. 8.3.1. 11.4.7. Project Representatives 12.1.2 4.2.10 Shop Drawings. Definition of Property Insurance 3.12.1 10.2.5, 11.3 Shop Drawings, Product Data and Samples PROTECTION OF PERSONS AND PROPERTY 3.1 1. 3.12. 4.2.7 10 Site, Use of Regulations and Laws 3.13. 6.1.1. 6.2.1 1.5. 3.2.3. 3.6. 3.7. 3.12.10. 3.13. 4.1.1. 9.6.4. 9.9.1. Site Inspections 10.2.2. 11.1. 11.4. 13.1. 1 3.4, 13.5.1. 13.5.2. 13.6. 14. 3.2.2, 3.3.3. 3.7.1. 3.7.4. 4.2. 9.4.2. 9.10.1. 13.5 15.2.8. 15.4 Site Visits, Architect's Rejection of Work 3.7.4. 4.2.2. 4.2.9. 9.4.2. 9.5.1. 9.9.2. 9.10.1. 13.5 3.5.1. 4.2.6. 12.2.1 Special Inspections and Testing Releases and Waivers of Liens 4.2.6. 12.2.1. 13.5 9.10.2 Specifications. Definition of the Representations 1.1.6 3.2.1. 3.5.1. 3.12.6.6 ?2. 8.2.1. 9.3.3. 9.4.2. 9.5.1. Specifications, The 9.8.2. 9.10.1 1.1.1. 1.1.6. 1.2.2. 1.5. 3.11. 3.12.10. 3.17. 4.2.14 Representatives Statute of Limitations 2.1.1. 3.1.1. 3.9. 4.1 I.4.2.1.422.42 0. 1 I. 13.7. 15.4.1.1 5.1.2. 132.1 Stopping the Work Responsibility for Those Performing the Work 2.3. 9.7. 10.3. 14.1 3.3.2. 3.18.4 2.3. 5.3.1. 6.1 .3. 6.2. 6.3. 9,5.1. 10 Stored Materials Retaina`e 6.2.1. 9.3.2. 10.2.1.2. 10.2.4. 11.4.1.4 9.3.1. 9.6.2. 9.8.5. 9.0.1. 0.10.2. 0.11). 3 AIA Document A201"' - 2007. Copyright 1911. 1915. 1918. 1925. 1937. 1951. 1958, 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 1116 25 on 05/2612009 under Order No.2992565137_ 1 which expires 0:1 05/13/2010 and is not for resale User Notes: 112481452081 init. Subcontractor. Definition of Termination by the Owner for Convenience 5.1.1 14.4 SUBCONTRACTORS Termination of the Architect 5 4.1.3 Subcontractors, Work by Termination of the Contractor 1.2.2. 3.3.2. 3.12.1. 4.2.3. 5.2.3. 5.3. 5.4. 9.3.1.2. 14.2.2 9.6.7 TERMINATION OR SUSPENSION OF THE Subcontractual Relations CONTRACT 5.3. 5.4. 9.3.1.2. 9.6. 9.10. 10.2.1. 11.4.7. 11.4.8. 14 14.1. 14.2.1 Tests and Inspections Submittals 3.1.3. 3.3.3. 4.2.2. 4.2.6. 4.2.9. 9.4.2. 9.8.3. 9.9.2. 3.10. 3.11. 3.12, 4.2.7, 5.2.1. 5.2.3. 7.3.7. 9.2. 9.3. 9.10.1. 10.3.2. 11.4.1.1, 12.2.1. 13.5 9.8. 9.9.1. 9.10.2, 9.10.3. 11.1.3 TIME Submittal Schedule 8 3.10.2. 3.12.5. 4.2.7 Time, Delays and Extensions of Subrogation, Waivers of 3.2.4. 3.7.4. 5.2.3. 7.2.1. 7.3.1. 7.4.1. 8.3. 9.5.1. 9.7.1. 6.1.1, 11.4.5, 11.3.7 10.3.2. 10.4.]. 14.3.2, 15.1.5. 15.2.5 Substantial Completion Time Limits 4.2.9, 8.1.1. 8.1.3, 8.2.3, 9.4.2, 9.8. 9.9.1. 9.10.3. 2.1.2. 2.2.2.4.32 .2.3.10,3.11.3.12.5.3.15.1.4.2. 12.2. 13.7 4.4. 4.5. 5.2. 5.3. 5.4. 6.2.4. 7.3. 7.4. 8.2. 9.2, 9.3.1. Substantial Completion. Definition of 9.3.3, 9.4.1. 9.5. 9.6. 9.7. 9.8. 9.9. 9.10. 11.1.3, 9.8.1 11.4.1.5. 11.4.6, 11.4.10. 12.2. 13.5. 13.7. 14. 15.1.2. Substitution of Subcontractors 15.4 5.2.3. 5.2.4 Time Limits on Claims Substitution of Architect 3.7.4. 10.2.8. 13.7. 15.1.2 4.1.3 Title to Work Substitutions of Materials 9.3.2. 9.3.3 3.4.2. 3.5.1. 7.3.8 'Transmission of Data in Digital Form Sub - subcontractor. Definition of 1.6 5.1.2 UNCOVERING AND CORRECTION OF Subsurface Conditions WORK 3.7.4 12 Successors and Assigns Uncovering of Work 13.2 12.1 Superintendent Unforeseen Conditions. Concealed or Unknown 3.9. 10.2.6 3.7.4, 8.3.1. 10.3 Supervision and Construction Procedures Unit Prices 1.2.2. 3.3. 3.4. 3.12.10. 4.2.2, 4.2.7. 6.1.3. 6.2.4. 7.3.3.2. 7.3.4 7.1.3. 7.3.7. 8.2. 8.3.1. 9.4.2. 10, 12. 14. 15.1.3 Use of Documents Surety 1.1.1. 1.5. 2.2.5. 3.12.6. 5.3 5.4.1.2. 9.8.5. 9.10.2. 9.10.3. 14.2.2. 15.2.7 Use of Site Surety. Consent of 3.13. 6.1.1. 6.2.1 9.10.2. 9.10.3 Values, Schedule of Surveys 9.2. 9.3.1 2.2.3 Waiver of Claims by the Architect Suspension by the Owner for Convenience 13.4.2 14.3 Waiver of Claims by the Contractor Suspension of the Work 9.1'0.5. 11.4.7. 13.4.2. 15.1.6 5.4.2, 14.3 Waiver of Claims by the Owner Suspension or Termination of the Contract 9.9.3. 0 10.3. 9.10 4. 11 4 3. 11.4 5. 11.4.7. 12.2.2.1. 5.4.1.1.1 1.4.9. 14 13.4.2. 14.2 4. 15.1.6 Taxes Waiver of Consequential Damages 3.6. 3.8 2. ] . 7.3.7.4 14.2.4. 15.1.6 Termination by the Contractor Waiver of Liens 14.1_ 15.1 6 9.10.2 9.10.4 Termination by the Owner for Cause Waivers of Subrogation 5.4.1.1. 14.2, 15.1.6 6.1.1. 11.4.5. 11.3.7 AIA Document A201'' - 2007. Copyright cc 1911. 1915. 1918, 1925. 1937. 1951. 1958, 1961. 1963. 1966. 1970, 1976. 1987, 1997 and 2007 by The American Institute of Architects. MI rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAe Document. or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11.16:25 on 05/26/2009 under Order No.2992565137 1 which expires cn 05,13/2010. ands not for resale. User Notes: 112481,15208j init. Warranty Written interpretations 3.5. 4.2.9. 9.3.3. 9.8.4. 9.9.1. 9.10.4. 12.2.2. 13.7.1 4.2.11. 4.2.12 Weather Delays Written Notice 15.1.5.2 2.3. 2.4. 3.3.1. 3.9. 3.12.9. 3.12.10. 5.2.1. 8.2.2. 9.7. Work. Definition of 9.10. 10.2.2, 10.3. 11.1.3. 11.4.6. 12.2.2. 12.2.4. 13.3. 1.1.3 14. 15.4.1 Written Consent Written Orders 1.52, 3.4.2, 3.7.4. 3.12.8. 3.14.2. 4.1 2. 9.3.2. 9.8.5, 1.1.1. 2.3. 3.9, 7. 82.2. 11.4.9. 12.1. 12.2. 13.5.2. 9.9.1. 9.10.2. 9.10.3. 11.4.1. 13.2. 13.4.2. 15.4.4.2 14.3.1. 15.1.2 AIA Document A201"' — 2007. Copyright :' 1911 1915 1918. 1925. 1937. 1951 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it. may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software al 11 16 25 on 05/26/2009 under Order No.2992565137 1 which expires on 05.1312010. and is not for resale User Notes: (1248145208) Init. ARTICLE 1 GENERAL PROVISIONS § 1.1 BASIC DEFINITIONS § 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents are enumerated in the Agreement between the Owner and Contractor (hereinafter the Agreement) and consist of the Agreement. Conditions of the Contract (General. Supplementary and other Conditions). Drawings. Specifications. Addenda issued prior to execution of the Contract. other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties. (2) a Change Order. (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement. the Contract Documents do not include the advertisement or invitation to hid. Instructions to Bidders. sample forms. other information furnished by the Owner in anticipation of receiving bids or proposals. the Contractor's bid or proposal. or portions of Addenda relating to bidding requirements. § 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations. representations or agreements. either written or oral. The Contract may be amended or modified only by a Modification. The Contract Documents shall not be construed to create a contractual relationship of any kind (1) between the Contractor and the Architect or the Architect's consultants, (2) between the Owner and a Subcontractor or a Sub- subcontractor. (3) between the Owner and the Architect or the Architect's consultants or (4) between any persons or entities other than the Owner and the Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of the Architect's duties. § 1.1.3 THE WORK The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials. equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. § 1.1.4 THE PROJECT The Project is the total construction of which the Wol k per med under the Contract Documents may be the whole or a part and which may include construction by the Owner and by separate contractors. § 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents showing the design. location and dimensions of the Work, generally including plans. elevations. sections. details. schedules and diagrams. § 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials. equipment, systems, standat ds and wol kmanship foi the Wol k. and performance of related services. § 1.1.7 INSTRUMENTS OF SERVICE Instruments of Service are representations, in any medium of expression now known or later developed. of the tangible and intangible creative work performed by the Architect and the Architect's consultants under their respective pi otessional set \ ices agreements. Instruments of Service may include. without limitation. studies. surveys. models. sketches. drawings. specifications. and other similar materials. § 1.1.8 INITIAL DECISION MAKER The Initial Decision Maker is the person identified in the Agreement to render initial decisions on Claims in accordance with Section 152 and certify termination of the Agreement under Section 14.2.2. § 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS § 1.2.1 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the C ontactot. I he Contract Documents: ire complementary. and what is required by one shall he as bindin t as ii required by all: performance by the Contactor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them us being necessary to produce the indicated results. AIA Document A201"' - 2007. Copyright U 1911. 1915. 1918. 1925. 1937, 1951. 1958, 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of this AIA- Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software al 11:16 25 on 05/26/2009 under Order No 2992565137.1 which expires on 05/13:2010. and is not for resale User Notes: (1248145208) init. § 1.2.2 Organization of the Specifications into divisions. sections and articles. and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. § 1.2.3 Unless otherwise stated in the Contract Documents. words that have well -known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. § 1.3 CAPITALIZATION Terms capitalized in these General Conditions include those that are (l) specifically defined, (2) the titles of numbered articles or (3) the titles of other documents published by the American Institute of Architects. § 1.4 INTERPRETATION In the interest of brevity the Contract Documents frequently omit modifying words such as "all" and "any" and articles such as "the" and "an." but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. § 1.5 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE § 1.5.1 The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service, including the Drawings and Specifications. and will retain all common law, statutory and other reserved rights. including copyrights. The Contractor. Subcontractors. Sub - subcontractors, and material or equipment suppliers shall not own or claim a copyright in the Instruments of Service. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in derogation of the Architect's or Architect's consultants' reserved rights. § 1.5.2 The Contractor, Subcontractors. Sub - subcontractors and material or equipment suppliers are authorized to use and reproduce the Instruments of Service provided to them solely and exclusively for execution of the Work. All copies made under this authorization shall bear the copyright notice, if any, shown on the Instruments of Service. The Contractor. Subcontractors. Sub - subcontractors. and material or equipment suppliers may not use the Instruments of Service on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner. Architect and the Architect's consultants. § 1.6 TRANSMISSION OF DATA IN DIGITAL FORM If the parties intend to transmit Instruments of Service or any other information or documentation in digital form. they shall endeavor to establish necessary protocols governing such transmissions. unless otherwise already provided in the Agreement or the Contact Documents. ARTICLE 2 OWNER § 2.1 GENERAL § 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Section 4.2.1. the Architect does not have such authority. The term "Owner" means the Owner or the Owner's authorized representative. § 2.1.2 The Owner shall furnish to the Contractor within tifieen days after receipt of a written request, information necessary and relevant for the Contractor to evaluate. give notice of or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located. usually referred to as the site. and the Owner's interest therein. § 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER § 2.2.1 Prior to commencement of the Work. the Contractor may request in writing that the Owner provide reasonable evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Contract. Thereafter. the Contractor may only request such evidence i (1) the Owner fails to make payments to the Contractor as the Contract Documents require: (2) a change in the Work materially changes the Contract Sum: or (3) the Contractor identifies in writing a reasonable concern regarding the Owner's ability to make payment when due. The Owner shall furnish such evidence as a condition precedent to commencement or continuation of the Work or AIA Document A201' " — 2007. Copyright J 1911. 1915, 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966, 1970. 1976. 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it. may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software al 11 16 25 on 05/26/2009 under Order No.2992565137 1 which expires on 05'13/2010. and is n01 for resale User Notes: 112181452081 init. the portion of the Work affected by a material change. After the Owner furnishes the evidence. the Owner shall not materially vary such financial arrangements without prior notice to the Contractor. § 2.2.2 Except for permits and tees that are the responsibility of the Contractor under the Contract Documents. including those required under Section 3.7.1, the Owner shall secure and pay for necessary approvals, easements. assessments and charges required for construction. use or occupancy of permanent structures or for permanent changes in existing facilities. § 2.2.3 The Owner shall furnish surveys describing physical characteristics. legal limitations and utility locations for the site of the Project. and a legal description of the site. The Contractor shall be entitled to rely on the accuracy of information furnished by the Owner but shall exercise proper precautions relating to the safe performance of'the Work. § 2.2.4 The Owner shall furnish information or services required of the Owner by the Contract Documents with reasonable promptness. The Owner shall also furnish any other information or services under the Owner's control and relevant to the C'ontractor's performance of the Work with reasonable promptness after receiving the Contractor's written request for such information or services. § 2.2,5 Unless otherwise provided in the Contract Documents. the Owner shall furnish to the Contractor one copy of the Contract Documents for purposes of making reproductions pursuant to Section 1.5.2. § 2.3 OWNER'S RIGHT TO STOP THE WORK If the Contractor fails to correct Work that is not in accordance with the requirements of the Contract Documents as required by Section 12.2 or repeatedly fails to carry out Work in accordance with the Contract Documents. the Owner may issue a written order to the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Section 6.1.3. § 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a ten -day period after receipt of' written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness. the Owner may. without prejudice to other remedies the Owner may have. correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the reasonable cost of correcting such deficiencies. including Owner's expenses and compensation for the Ai chiteet's additional services made necessary by such default. neglect or failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts. the Contractor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR § 3.1 GENERAL § 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Contractor shall be lawfully licensed. if required in the jut indiction where the Project is located. 1 he Contractor shall designate in writing a representative who shall have express authority to bind the Contractor with respect to all matters under this Contact. The term "Contractor" means the Contractor or the Conti actor's authorized representative. § 3.1.2 The Contractor shall per corm the work in accordance with the Contract Documents. § 3.1.3 The Contactor shall not be relieved Of obi igations to per foi in the \War k in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract. or by tests. inspections or apps outs required or pet fumed by persons or entities other than the Contractor. AIA Document A201"' — 2007. Copyright :D1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AlA` Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AlA" Document. or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11'16:25 on 05/26/2009 under Order No 2992565137 t which expires on 05/13/2010. and is not for resale User Notes: i2481,15208i § 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 3.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site. become generally familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. § 3.2.2 Because the Contract Documents are complementary. the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work. as well as the information furnished by the Owner pursuant to Section 2.2.3. shall take field measurements of any existing conditions related to that portion of the Work. and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors. omissions, or inconsistencies in the Contract Documents: however, the Contractor shall promptly report to the Architect any errors. inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Architect may require_ It is recognized that the Contractors review is made in the Contractor's capacity as a contractor and not as a licensed design professional. unless otherwise specifically provided in the C'ontract Documents. § 3.2.3 The Contractor is not required to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances. codes. rules and regulations, or lawful orders of public authorities, but the Contractor shall promptly report to the Architect any nonconformity discovered by or made known to the Contractor as a request for information in such form as the Architect may require. § 3.2.4 if the Contractor believes that additional cost or time is involved because of clarifications or instructions the Architect issues in response to the Contractor's notices or requests for information pursuant to Sections 3.2.2 or 3.2.3. the Contractor shall make Claims as provided in Article 15. If the Contractor fails to perform the obligations of Sections 3.2.2 or 3.2.3, the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had performed such obligations. If the Contractor performs those obligations, the Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents. for differences between field measurements or conditions and the Contract Documents, or for nonconformities of the Contract Documents to applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities. § 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES § 3.3.1 The Contractor shall supervise and direct the Work_ using the Contractor's best skill and attention. The Contractor shall be solely responsible for. and have control over. construction means. methods, techniques. sequences and procedures and for coordinating all portions of the Work under the Contact. unless the Contract Documents give other specific instructions concerning these matters. lithe Contract Documents give specific instructions concerning construction means. methods. techniques. sequences or procedures, the Contractor shall evaluate the jobsite safety thereof and. except as stated below, shall be fully and solely responsible for the jobsite safety of such means. methods, techniques. sequences or procedures. If'the Contactor determines that such means. methods. techniques. sequences or procedures may not be safe. the Contractor shall give timely written notice to the Owner and Architect and shall not proceed with that portion of the Work without further written instructions from the Architect. If the Contractor is then instructed to proceed with the required means, methods. techniques. sequences or procedures without acceptance of changes proposed by the Contractor. the Owner shall be solely responsible for any loss or damage arising solely from those Owner - required means. methods. techniques. sequences or procedures. § 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees. Subcontractors and their agents and employees. and other persons or entities performing portions of the Work fix. or on behalf of. the Contractor or any of its Subcontractors. § 3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. § 3.4 LABOR AND MATERIALS § 3.4.1 Unless otherwise provided in the Contract Documents. the Contractor shall provide and pay for labor. materials. equipment. tools. construction equipment and machinery. water. heat. utilities. transportation. and other AIA Document A201"' — 2007. Copyright © 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11'16'25 on 05/26/2009 under Order No 2992565137 1 which expires on 05/13/2010. and is not for resale User Notes f12481t,2O8i Init. facilities and services necessary for proper execution and completion of the Work. whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. § 3.4.2 Except in the case of minor changes in the Work authorized by the Architect in accordance with Sections 3.12.8 or 7.4. the Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order or Construction Change Directive. § 3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not properly skilled in tasks assigned to them. § 3.5 WARRANTY The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless the Contract Documents require or permit otherwise. The Contractor further warrants that the Work will conform to the requirements of the Contract Documents and will be free from defects. except for those inherent in the quality of the Work the Contract Documents require or permit. Work. materials. or equipment not conforming to these requirements may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse. alterations to the Work not executed by the Contractor, improper or insufficient maintenance, improper operation. or normal wear and tear and normal usage. Ifrequired by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. § 3.6 TAXES The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor that are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. § 3.7 PERMITS, FEES, NOTICES, AND COMPLIANCE WITH LAWS § 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit as well as for other permits, fees, licenses, and inspections by government agencies necessary for proper execution and completion oldie Work that are customarily secured after execution of the Contract and legally required at die time bids are received or negotiations concluded. § 3.7.2 The Contractor shall comply with and give notices required by applicable laws, statutes. ordinances. codes. rules and regulations, and lawful orders of public authorities applicable to performance of the Work. § 3.7.3 lithe Contractor perfor ms Work knowing it to be cuntraly to applicable laws. statutes, ordinances. codes. rules and regulations. or lawful orders of public authorities. the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction. § 3.7.4 Concealed or Unknown Conditions. If the Contractor encounters conditions at the site that are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, that differ materially from those ordinarily Found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents. the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturbed and in no event later than 21 clays after first observance of the conditions. The Architect will promptly investigate such conditions and. if the Architect determines that they differ materially and cause an increase or decrease in the Contractor's cost of. or time required for. per formance of any part of the Work. will recommend an equitable adjusttvent in the Contract Sum or Contract Time. or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified. the Architect shall promptly notify the Owner and Contractor in writing. stating the reasons. If either party disputes the Architect s determination or recommendation. that party may proceed as provided in Article 15. § 3.7.5 II. in the course of the Work. the Contractor encounters human remains or recognizes the existence of burial markers. archaeological sites or wetlands not indicated in the Contact Documents. the Contractor shall immediately suspend any operations that would affect them and shall notify the Owner and Architect. l pon receipt of such notice. the Owner shall promptly litkC any aLtiuu necessary to obtain govctnnrental authorization required to resume AIA Document A201" — 2007. Copyright C 1911. 1915. 1918. 1925. 1937, 1951, 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA0 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 11:16:25 on 0526/2009 under Order No 2992565137 1 which expires on 05/13/2010. and rs not for resale User Notes: t2't8145208t Init. the operations. The Contractor shall continue to suspend such operations until otherwise instructed by the Owner but shall continue with all other operations that do not affect those remains or features. Requests for adjustments in the Contract Sum and Contract Time arising from the existence of such remains or features may be made as provided in Article 15. § 3.8 ALLOWANCES § 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct. but the Contractor shall not be required to employ persons or entities to whom the Contractor has reasonable objection. § 3.8.2 Unless otherwise provided in the Contract Documents. .1 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes. less applicable trade discounts: .2 Contractor's costs for unloading and handling at the site. labor. installation costs. overhead. profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not in the allowances: and .3 whenever costs are more than or less than allowances, the C'ontract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Section 3.8.2.1 and (2) changes in C'ontractor's costs under Section 3.5.2.2. § 3.8.3 Materials and equipment under an allowance shall be selected by the Owner with reasonable promptness. § 3.9 SUPERINTENDENT § 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superintendent shall represent the Contractor. and communications given to the superintendent shall be as binding as if given to the Contractor. § 3.9.2 The Contractor. as soon as practicable after award of the Contract. shall furnish in writing to the Owner through the Architect the name and qualifications of a proposed superintendent. The Architect may reply within 14 days to the Contractor in writing stating (1) whether the Owner or the Architect has reasonable objection to the proposed superintendent or (2) that the Architect requires additional time to review. Failure of the Architect to reply within the 14 day period shall constitute notice of no reasonable objection. § 3.9.3 The Contractor shall not employ a proposed superintendent to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not change the superintendent without the Owner's consent. which shall not unreasonably be withheld or delayed. § 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES § 3.10.1 The Contractor. promptly after being awarded the Contract. shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents. shall be revised at appropriate intervals as required by the conditions of the Work and Project. shall be related to the entire Project to the extent required by the Contract Documents. and shall provide for expeditious and practicable execution of the Work. § 3.10.2 The Contractor shall prepare a submittal schedule. promptly after being awarded the Contract and thereafter as necessary to maintain a current submittal schedule, and shall submit the schedule(s) for the Architect's approval. The Architect's approval shall not unreasonably be delayed or withheld. The submittal schedule shall (1) be coordinated with the Contractor's construction schedule. and (2) allow the Architect reasonable time to review submittals. If the Contractor fails to submit a submittal schedule. the Contractor shall not be entitled to anv increase in COD tract Sum or extension of Contract Time based on the time required for review of submittals. § 3.10.3 The Contractor shall perform the Work in general accordance with the most I eeent >chedules submitted to the Owner and Architect. AIA Document A201"" — 2007. Copyright © 1911. 1915. 1918. 1925, 1937. 1951. 1958. 1961. 1963. 1966, 1970. 1976. 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software al 11 16 25 on 05/262001, under Order No 2992565137 1 which expires on 05/13/2010. ands not for resale User Notes: (1248145208 Init. § 3.11 DOCUMENTS AND SAMPLES AT THE SITE The Contractor shall maintain at the site for the Owner one copy of the Drawings. Specifications. Addenda. Change Orders and other Modifications. in good of del and marked currently to indicate field changes and selections made during construction. and one copy of approved Shop Drawings. Product Data. Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work as a record of the Work as constructed. § 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES § 3.12.1 Shop Drawings are drawings. diagrams. schedules and other data specially prepared for the Work by the Contractor or a Subcontractor. Sub-subcontractor manufacturer supplier or distributor to illustrate some portion of the Work. § 3.12.2 Product Data are illustrations, standard schedules, performance charts. instructions, brochures. diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. § 3.12.3 Samples are physical examples that illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. § 3.12.4 Shop Drawings. Product Data, Samples and similar submittals are not Contract Documents. Their purpose is to demonstrate the way by which the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents for those portions of the Work for which the Contract Documents require submittals. Review by the Architect is subject to the limitations of Section 4.2.7. Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. Submittals that are not required by the Contract Documents may be returned by the Architect without action. § 3.12.5 The Contractor shall review for compliance with the Contract Documents. approve and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents in accordance with the submittal schedule approved by the Architect or. in the absence of an approved submittal schedule, with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors. § 3.12.6 By submitting Shop Drawings. Product Data, Samples and similar submittals. the Contractor represents to the Owner and Architect that the Contractor has (1) reviewed and approved them. (2) determined and verified materials. field measurements and field construction criteria related thereto, or will do so and (3) checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. § 3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review- of Shop Drawings, Product Data. Samples or similar submittals until the respective submittal has been approved by the Architect. § 3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings. Product Data. Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and (1) the Architect has given written approval to the specific deviation as a minor change in the Work. or (2) a Change Order or ( onstruction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings. Product Data. Samples or similar submittals by the Architects approval thereof. § 3.12.9 The Contractor shall direct specific attention. in writing_ or on resubmitted Shop Drawings. Product Data. Samples or similar submittals. to revisions other than those requested by the Architect on previous submittals_ In the absence of such written notice. the Architect's approval of a resubmission shall not apply to such revisions. § 3.12.10 The Contractor shall not be requited to provide professional set vices that constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such services in order to cal Q., out the Contractor's responsibilities for constuction means. methods. techniques. sequences and procedures. The Conn actor shall not be AIA Document A201"' - 2007. Copyright U 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA` Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 16 25 on 05/26/2009 under Order No 2992565137 1 which expires on 05/1312010. and is not for resale. User Notes: 11248145208i Init. required to provide professional services in violation of applicable law. If professional design services or certifications by a design professional related to systems. materials or equipment are specifically required of the Contractor by the Contract Documents, the Owner and the Architect will specify all performance and design criteria that such services must satisfy. The Contractor shall cause such services or certifications to be provided by a properly licensed design professional, whose signature and seal shall appear on all drawings, calculations, specifications. certifications. Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others. shall bear such professional's written approval when submitted to the Architect. The Owner and the Architect shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications and approvals performed or provided by such design professionals. provided the Owner and Architect have specified to the Contractor all performance and design criteria that such services must satisfy. Pursuant to this Section 3.12.10. the Architect will review. approve or take other appropriate action on submittals only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Contractor shall not be responsible for the adequacy of the performance and design criteria specified in the Contract Documents. § 3.13 USE OF SITE The Contractor shall confine operations at the site to areas permitted by applicable laws. statutes, ordinances, codes. rules and regulations. and lawful orders of public authorities and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. § 3.14 CUTTING AND PATCHING § 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. All areas requiring cutting, fitting and patching shall be restored to the condition existing prior to the cutting, fitting and patching. unless otherwise required by the Contract Documents. § 3.14.2 The Contractor shall not damage or endanger a portion of the Work or frilly or partially completed construction of the Owner or separate contractors by cutting. patching or otherwise altering such construction. or by excavation. The Contractor shall not cut or otherwise alter such construction by the Owner or a separate contractor except with written consent of the Owner and of such separate contractor: such consent shall not be unreasonably withheld. The Contractor shall not unreasonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work. § 3.15 CLEANING UP § 3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work. the Contractor shall remove waste materials, rubbish, the Contractor's tools, construction equipment. machinery and surplus materials from and about the Project. § 3.15.2 If the Contractor fails to clean up as provided in the C'ontract Documents. the Owner may do so and Owner shall be entitled to reimbursement from the Contractor. § 3.16 ACCESS TO WORK The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. § 3.17 ROYALTIES, PATENTS AND COPYRIGHTS The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof. but shall not be responsible for such defense or loss when a particular design. process or product of a particular manufacturer or manufacturers is required by the Contract Documents. or where the copyright violations are contained in Drawings. Specifications or other documents prepared by the Owner or Architect. However. if the Contractor has reason to believe that the required design. process o product is an infringement of a copyright or a patent. the Contractor shall be responsible for such loss unless such inf t nation is pi onnptly furnished to the Architect. AIA Document A201 " — 2007- Copyright C 1911 1915 1918 1925 1937 1951 1958 1961. 1963 1966 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA`'' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 11 16 25 on 05/26/2009 under Order No 2992565137 1 which expires on 05/13/2010. and is not for resale User Notes: 112,181152081 Intl. § 3.18 INDEMNIFICATION § 3.18.1 To the fullest extent permitted by law the Contractor shall indemnify and hold harmless the Owner. Architect. Architect's consultants, and agents and employees of any of them from and against claims, damages. losses and expenses. including but not limited to attorneys' fees. arising out of or resulting from performance of the Work, provided that such claim. damage. loss or expense is attributable to bodily injury, sickness, disease or death. or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor. a Subcontractor. anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate. abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Section 3.18. § 3.18.2 In claims against any person or entity indemnified under this Section 3.18 by an employee of the Contractor. a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable. the indemnification obligation under Section 3.1 8.1 shall not be limited by a limitation on amount or type of damages. compensation or benefits payable by or for the Contractor or a Subcontractor under workers" compensation acts. disability benefit acts or other employee benefit acts. ARTICLE 4 ARCHITECT § 4.1 GENERAL § 4.1.1 The Owner shall retain an architect lawfully licensed to practice architecture or an entity lawfully practicing architecture in the jurisdiction where the Project is located. That person or entity is identified as the Architect in the Agreement and is referred to throughout the Contract Documents as if singular in number. § 4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner. Contractor and Architect. Consent shall not be unreasonably withheld. § 4.1.3 If the employment of the Architect is terminated. the Owner shall employ a successor architect as to whom the Contractor has no reasonable objection and whose status under the Contract Documents shall be that of the Architect. § 4.2 ADMINISTRATION OF THE CONTRACT § 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents and will be an Owner's representative during construction until the date the Architect issues the final Certificate For Payment. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. § 4.2.2 "File Architect will visit the site at intervals appropriate to the stage of construction. or as otherwise agreed with the Owner, to become generally familiar with the progress and quality of the portion of the Work completed. and to determine in general if the Work observed is being performed in a manner indicating that the Work. when fully completed. will be in accordance with the Contract Documents. However. the Architect will not be required to make exhaustive or continuous on -site inspections to check the quality of quantity of the Work. The Architect will not have control over. charge of. or responsibility for. the construction means. methods. techniques. sequences or procedures, or for the safety precautions and programs in connection with the Work. since these are solely the Contractor's rights and responsibilities under the Contract Documents. except as provided in Section 3.3.1. § 4.2.3 On the basis of the site visits. the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed. and report to the ONNnel (I) known deviations from the Contract Documents and from the most recent construction schedule submitted by the Contractor. and (2) defects and deficiencies observed in the Work. The Architect will not be responsible tin the Conti actor's failure to perform the Work in accordance with the requirements of the Contract Documents. The Architect will not have control over or charge of and will not be responsible tot acts or omissions of the Conll ;Ltoi. Suliconi Jett,' s. in their agents ur employees. or any other persons or entities performing portions of the \ \'urk. AIA Document A201 "' — 2007. Copyright (e) 1911, 1915. 1918. 1925. 1937. 1951. 1958. 1961 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA' Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This docur»eni was produced by AIA solrvare at 11 It., 25 ^.r, 05'26':00'-. miler Order No.2992565137 1 which expires on 05/13/2010. and is not for resale User Notes: i1248145208i Init. § 4.2,4 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall endeavor to communicate with each other through the Architect about matters arising out of or relating to the Contract. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. § 4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment. the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. § 4.2.6 The Architect has authority to reject Work that does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable. the Architect will have authority to require inspection or testing of the Work in accordance with Sections 13.5.2 and 13.5.3. whether or not such Work is fabricated. installed or completed. However. neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor. Subcontractors. material and equipment suppliers. their agents or employees. or other persons or entities performing portions of the Work. § 4.2.7 The Architect will review and approve. or take other appropriate action upon. the Contractor's submittals such as Shop Drawings, Product Data and Samples. but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Architect's action will be taken in accordance with the submittal schedule approved by the Architect or, in the absence of an approved submittal schedule. with reasonable promptness while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems. all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Sections 3.3. 3.5 and 3.12. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Architect. of any construction means, methods. techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. § 4.2.8 The Architect will prepare Change Orders and Construction Change Directives. and may authorize minor changes in the Work as provided in Section 7.4. The Architect will investigate and make determinations and recommendations regarding concealed and unknown conditions as provided in Section 3.7.4. § 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion: issue Certificates of Substantial Completion pursuant to Section 9.8: receive and lonvard to the Owner. for the Owner's review and records. written warranties and related documents required by the Contract and assembled by the Contractor pursuant to Section 9.10: and issue a final Certificate for Payment pursuant to Section 9.10. § 4,2.10 if the Owner and Architect agree. the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties. responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. § 4.2.11 The Architect will interpret and decide matters concerning performance under. and requirements of. the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. § 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from, the Contract Documents and will be in writing or in the form 01' drawings. When making such interpretations and decisions. the Architect will endeavor to secure faithful performance by both Owner and Contractor. will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith_ § 4.2.13 The Architect's decisions on matters relating to aesthetic effect \\ ill he final if consistent 'xith the intent expressed in the Contract Documents. AIA Document A201'' — 2007. Copyright G 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document. or any portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document ::'as produced by AIA software at 11 16 25 on 05/26/2009 under Order No 2992565137 1 which expires on 05113/2010. and is not for resale User Notes: M2481452081 Init. § 4.2.14 The Architect will review and respond to requests for information about the Contract Documents. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If appropriate. the Architect will prepare and issue supplemental Drawings and Specifications in response to the requests for information. ARTICLE 5 SUBCONTRACTORS § 5.1 DEFINITIONS § 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if'singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include a separate contractor or subcontractors of separate contractor. § 5.1.2 A Sub - subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The terns "Sub- subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub - subcontractor or an authorized representative of'the Sub - subcontractor. § 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK § 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements. the Contractor. as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal portion of the Work. The Architect may reply within 14 days to the Contractor in writing stating (1) whether the Owner or the Architect has reasonable objection to any such proposed person or entity or (2) that the Architect requires additional time for review. Failure of the Owner or Architect to reply within the 14 day period shall constitute notice of no reasonable objection, § 5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. § 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor. the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. If the proposed but rejected Subcontractor was reasonably capable of performing the Work, the Contract Sum and Contract Time shall be increased or decreased by the difference. if any. occasioned by such change. and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work. However. no increase in the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. § 5.2.4 The Contractor shall not substitute a Subcontractor. person or entity previously selected if the Owner or Architect makes reasonable objection to such substitution. § 5.3 SUBCONTRACTUAL RELATIONS By appropriate agreement. wi itten where legally required for validity. the Conti actor shall I equil c each Subcontractor. to the extent of the Work to be performed by the Subcontractor. to be bound to the Contractor by terms of the Contract Documents. and to assume toward the Contractor all the obligations and responsibilities. including the responsibility lot safety of the Subcottti ado' 's Work. which the Contractor. by these Documents. assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the tights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights. and shall allow to the Subcontractor. unless specifically provided otherwise in the subcontact agreement. the benefit of all I ights. remedies and redress against the Contractor that the Contractor. by the Contract Document.. has against the Owner Where apps Update. the Contractor shall requite each Subcontactor tr. enter inter ■iinilar aw!weentenl< u\it11 Suh- suhcunitaclnr't The Contractor shall make available to each pr01)0,42d Stihconttaeir» prior to the e\ coition of the subeuntaet agreement. copies of the Contract Documents to which the Subcontractor will be bound. and. upon written request oldie Subcontactor. identify to the Subeonti tretor lei ms and conditions ul'the proposed subcontract agreement that may AIA Document A201"" — 2007. Copyright ,, 1911. 1915. 1918, 1925. 1937. 1951. 1958. 1961. 1963. 1066. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document. or any portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This ■nrumcnl was pr"xlr r' ,t h; A IA 'ohware al 11.16 25 on 05/2/,12009 under Oder No 2992565137 1 which expires on 05/13/2010. and is not tar resale User Notes: 112481452081 Init. be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub - subcontractors. § 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS § 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner. provided that • .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Section 14.2 and only for those subcontract agreements that the Owner accepts by notifying the Subcontractor and Contractor in writing: and .2 assignment is subject to the prior rights of the surety. if any. obligated under bond relating to the Contract. When the Owner accepts the assignment of a subcontract agreement. the Owner assumes the Contractor's rights and obligations under the subcontract. § 5.4.2 Upon such assignment. if the Work has been suspended for more than 30 days. the Subcontractor's compensation shall be equitably adjusted for increases in cost resulting from the suspension. § 5.4.3 Upon such assignment to the Owner under this Section 5.4. the Owner may further assign the subcontract to a successor contractor or other entity. If the Owner assigns the subcontract to a successor contractor or other entity. the Owner shall nevertheless remain legally responsible for all of the successor contractor's obligations under the subcontract. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS § 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS § 6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces. and to award separate contracts in connection with other portions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner. the Contractor shall make such Claim as provided in Article 15. § 6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site. the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner - Contractor- Agreement. § 6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each separate contractor with the Work of the Contractor. who shall cooperate with them. The Contractor shall participate with other separate contractors and the Owner in reviewing their construction schedules. The Contractor shall make any revisions to the construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors and the Owner until subsequently revised. § 6.1.4 Unless otherwise provided in the Contract Documents. when the Owner performs construction or operations related to the Project with the Owner's own forces. the Owner shall be deemed to be subject to the same obligations and to have the same rights that apply to the Contractor under the C'onditions of the Contract. including. without excluding others. those stated in Article 3. this Article 6 and Articles 10. 11 and 12. § 6.2 MUTUAL RESPONSIBILITY § 6.2.1 The Contractor shall afiord the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipment and perlormance of their activities, and shall connect and coordinate the Contactors construction and operations with theirs as required by the Contract Documents. § 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor, the ('ont,iclut shall. print to pi ucceding \■ rth that portion of the Work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that AIA Document A201' — 2007. Copyright 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961, 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it. may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by IA software at 11 16 25 on 05/26/2009 under Order No 2992565137_1 which expires on 05113/2010. and is not for resale User Notes: 112481=15208) Init. the Owner's or separate contractor's completed or partially completed construction is tit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. § 6.2.3 The Contractor shall reimburse the Owner for costs the Owner incurs that are payable to a separate contractor because of the Contractor's delays. improperly timed activities or defective construction. The Owner shall be responsible to the Contractor for costs the Contractor incurs because of a separate contractor's delays, improperly timed activities, damage to the Work or defective construction. § 6.2.4 The Contractor shall promptly remedy damage the Contractor wrongfully causes to completed or partially completed construction or to property of the Owner or separate contractors as provided in Section 10.2.5. § 6.2.5 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as are described for the Contractor in Section 3.14. § 6.3 OWNER'S RIGHT TO CLEAN UP If a dispute arises among the Contractor. separate contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, the Owner may clean up and the Architect will allocate the cost among those responsible. ARTICLE 7 CHANGES IN THE WORK § 7.1 GENERAL § 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work. subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. § 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect: a Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the Contractor: an order for a minor change in the Work may be issued by the Architect alone. § 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents. and the Contractor shall proceed promptly. unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work. § 7.2 CHANGE ORDERS § 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner. Contractor and Architect stating their agreement upon all of the following: .1 The change in the Work: .2 The amount of the adjustment. limy, in the Contract Sum: and .3 The extent of the adjustment. if any. in the Contract Time. § 7.3 CONSTRUCTION CHANGE DIRECTIVES § 73.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect. directing a change in the Work prior to agreement on adjustment. if any. in the Contract Sum or Contract Time. or both. The Owner may by Construction Change Directive. without invalidating the Contract. order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly. § 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. § 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum. the adjustment shall be based on one of the Hollowing methods: .1 Mutual acceptance ofa lump sum properly itemized and supported by sufficient substantiating data to permit evaluation: .2 [;nit prices stated in the Contract Documents or subsequently agreed upon: .3 Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee: or AIA Document A201".' — 2007. Copyright ? =) 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966, 1970, 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This ALA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it. may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by NIA software at 11:16'25 on 05/26/2009 under Order No.2992565137 1 which expires on 05;1312010. end is not for resale. - User Notes: 11248145208) Init. .4 As provided in Section 7.3.7. § 7.3.4 If unit prices are stated in the Contract Documents or subsequently agreed upon. and if quantities originally contemplated are materially changed in a proposed Change Order or Construction Change Directive so that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor. the applicable unit prices shall be equitably adjusted. § 7.3.5 Upon receipt of a Construction Change Directive. the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method. if any. provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. § 7.3.6 A Construction Change Directive signed by the Contractor indicates the Contractor's agreement therewith. including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be recorded as a Change Order. § 7.3.7 lithe Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum. the Architect shall determine the method and the adjustment on the basis of reasonable expenditures and savings of those performing the Work attributable to the change. including, in case of an increase in the Contract Sum. an amount for overhead and profit as set forth in the Agreement. or if no such amount is set forth in the Agreement. a reasonable amount. In such case, and also under Section 7.3.3.3. the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Section 7.3.7 shall be limited to the following: .1 Costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom. and workers' compensation insurance: .2 Costs of materials, supplies and equipment. including cost of transportation. whether incorporated or consumed: .3 Rental costs of machinery and equipment. exclusive of hand tools. whether rented from the Contractor or others: .4 Costs of premiums for all bonds and insurance. permit fees. and sales. use or similar taxes related to the Work: and .5 Additional costs of supervision and field office personnel directly attributable to the change. § 7.3.8 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change that results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect. When both additions and credits covering related Work or substitutions are involved in a change. the allowance for overhead and profit shall be figured on the basis of net increase. if any. with respect to that change. § 7.3.9 Pending final determination of the total cost of a Construction Change Directive to the Owner, the Contractor may request payment for Work completed under the Construction Change Directive in Applications for Payment. The Architect will make an interim determination for purposes of monthly certification for payment for those costs and certify for payment the amount that the Architect determines. in the Architect's professional judgment. to be reasonably justified. The Architect's interim determination of cost shall adjust the Contract Sum on the same basis as a Change Order. subject to the right of either party to disagree and assert a Claim in accordance with Article 15. § 7.3.10 When the Owner and Contractor agree with a determination made by the Architect concerning the adjustments in the Contract Sum and Contract Mime. or otherwise reach agreement upon the adjustments. such agreement shall be effective immediately and the Architect will prepare a Change Order. Change Orders may be issued for all or any part ofa Construction Change Directive. § 7.4 MINOR CHANGES IN THE WORK The Architect has authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the Contract • lime and not inconsistent with the intent of the Contract Documents. Such changes will be effected by written order signed by the Architect and shall be binding on the Owner and Contractor. AIA Document A201' — 2007. Copyright ' 1911 1915 1918 1925 1937 1951. 1958. 1961 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document. or any portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document t,ns produced by AIA software at 11:16.25 on 05/2612009 under Order No 2992565137.1 which expires on 05113/20 10. and is not lot resale User Notes: 11248145208) Init. ARTICLE 8 TIME § 8.1 DEFINITIONS § 8.1.1 Unless otherwise provided. Contract Time is the period of time. including authorized adjustments. allotted in the Contract Documents for Substantial Completion of the Work. § 8.1.2 The date of commencement of the Work is the date established in the Agreement. § 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. § 8.1.4 The term "day" as used in the Contract Documents shall mean calendar clay unless otherwise .specifically defined. § 8.2 PROGRESS AND COMPLETION § 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. § 8.2.2 The Contractor shall not knowingly. except by agreement or instruction of the Owner in writing. prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor and Owner. The date of commencement of the Work shall not be changed by the effective date of such insurance. § 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. § 8.3 DELAYS AND EXTENSIONS OF TIME § 8.3.1 lfthe Contractor is delayed at any time in the commencement or progress of the Work by an act or neglect of the Owner or Architect. or of an employee of either. or of a separate contractor employed by the Owner; or by changes ordered in the Work: or by labor disputes. lire. unusual delay in deliveries. unavoidable casualties or other causes beyond the Contractor's control; or by delay authorized by the Owner pending mediation and arbitration: or by other causes that the Architect determines may justify delay, then the Contract Time shall be extended by Change Or der lot such reasonable time as the Architect may determine. § 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Article 15. § 8.3.3 This Section 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION § 9.1 CONTRACT SUM The Contract Sum is stated in the Agreement and. including authorized adjustments. is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. § 9.2 SCHEDULE OF VALUES Where the Contract is based on a stipulated sum or Guaranteed Maximum Pr ice. the Contractor shall submit to the Architect. before the first Application for Payment. a schedule of values allocating the entire Contract Sum to the various portions of the Work and prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule. unless objected to by the Architect. shall be used as a basis for reviewing the Contractor's Applications for Payment. § 9.3 APPLICATIONS FOR PAYMENT § 9.3.1 At least ten days before the date established for each piogtess pas men t. the Contractor shall submit to the Architect an itemized Application for Payment prepared in accordance with the schedule of values. ifrequired under Section 9.2 . for completed pirrrions of the \ \-nl k Such application shall be notarized. if required. and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require. such as copies of requisitions ruin Subcontractors and material suppliers. and shall letlert tetaina ge if provided for in the Contract Documents. AIA Document A201"" — 2007. Copyright C. 1911, 1915. 1918. 1925. 1937, 1951. 1958. 1961, 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document. or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 16 25 on 05/26/2009 under Order No 2992565137 1 which expires on 0C r ;1'2U 10. 11111 Is r101 for resale User Notes: 112481452081 Init. § 9.3.1.1 As provided in Section 7.3.9. such applications may include requests for payment on account of changes in the Work that have been properly authorized by Construction Change Directives. or by interim determinations of the Architect. but not yet included in Change Orders. § 9.3.1.2 Applications for Payment shall not include requests for payment for portions of the Work for which the Contractor does not intend to pay a Subcontractor or material supplier. unless such Work has been performed by others whom the Contractor intends to pay. § 9.3.2 Unless otherwise provided in the Contract Documents. payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest. and shall include the costs of applicable insurance. storage and transportation to the site for such materials and equipment stored off the site. § 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall. to the best of the Contractor's knowledge. information and belief. be free and clear of liens. claims. security interests or encumbrances in favor of the Contractor. Subcontractors. material suppliers. or other persons or entities making a claim by reason of having provided labor. materials and equipment relating to the Work. § 9.4 CERTIFICATES FOR PAYMENT § 9.4.1 The Architect will, within seven days after receipt of the C'ontractor's Application for Payment. either issue to the Owner a Certificate for Payment. with a copy to the Contractor. for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Section 9.5.1. § 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner. based on the Architect's evaluation of the Work and the data comprising the Application for Payment. that. to the best of the Architect's knowledge. information and belief. the Work has progressed to the point indicated and that the quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion. to results of subsequent tests and inspections, to correction of minor deviations from the Contract Documents prior to completion and to specific qualifications expressed by the Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However. the issuance of a Certificate for Payment will not be a representation that the Architect has (1) made exhaustive or continuous on- site inspections to check the quality or quantity of the Work. (2) reviewed construction means. methods. techniques. sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment, or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. § 9.5 DECISIONS TO WITHHOLD CERTIFICATION § 9.5.1 The Architect may withhold a Certificate for Payment in whole or in part. to the extent reasonably necessary to protect the Owner. if in the Architect's opinion the representations to the Owner required by Section 9.4.2 cannot be made. lithe Architect is unable to certify payment in the amount of the Application. the Architect will notify the Contractor and Owner as provided in Section 9.4.1. lithe Contractor and Architect cannot agree on a revised amount. the Architect will promptly issue a Certificate ['or Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also withhold a Certificate for Payment or. because of subsequently disco \ered e\ idence. may nullify the whole or a part of a Certificate lot Payment previously issued. to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible. including loss resulting ri i n acts and omissions described in Section 3.3.2. because of .1 defective Work not remedied: .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor: AIA Document A201"' — 2007. Copyright it 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA'' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software al 11.16 25 on 05/26/2009 under Order No 2992565137.1 which expires on 05113.'2010 and is not for resale User Notes: (1248145208) Init. .3 failure of the Contractor to make payments properly to Subcontractors or for labor. materials or equipment: .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum: .5 damage to the Owner or a separate contractor: .6 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay: or .7 repeated failure to carry out the Work in accordance with the Contract Documents. § 9.5.2 When the above reasons for withholding certification are removed. certification will be made for amounts previously withheld. § 9.5.3 if the Architect withholds certification for payment under Section 9.5.1.3. the Owner may. at its sole option. issue joint checks to the Contractor and to any Subcontractor or material or equipment suppliers to whom the Contractor failed to make payment for Wor k properly per med or material or equipment suitably delivered. If the Owner makes payments by joint check. the Owner shall notify the Architect and the Architect will reflect such payment on the next Certificate for Payment. § 9.6 PROGRESS PAYMENTS § 9.6.1 After the Architect has issued a Certificate for Payment. the Owner shall make payment in the manner and within the time provided in the Contract Documents. and shall so notify the Architect. § 9.6.2 The Contractor shall pay each Subcontractor no later than seven days after receipt of payment from the Owner the amount to which the Subcontractor is entitled. reflecting percentages actually retained from payments to the Contractor on account of the Subcontractor's portion of the Work. The Contractor shall. by appropriate agreement with each Subcontractor. require each Subcontractor to make payments to Sub - subcontractors in a similar manner. § 9.6.3 The Architect will, on request. furnish to a Subcontractor, if practicable, information regarding percentages of completion or amounts applied for by the Contractor and action taken ther eon by the Architect and Owner on account of pot tions of the Work clone by such Subcontractor. § 9.6.4 The Owner has the right to request written evidence from the Contractor that the Contractor has properly paid Subcontractors and material and equipment suppliers amounts paid by the Owner to the Contractor for subcontracted Work. If the Contractor fails to furnish such evidence within seven days. the Owner shall have the right to contact Subcontractors to ascertain whether they have been properly paid. Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor, except as may otherwise be required by law. § 9.6.5 Contractor payments to material and equipment suppliers shall be treated in a manner similar to that provided in Sections 9.6.2. 9.6.3 and 9.6.4. § 9.6.6 A Certificate for Payment, a progress payment. or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. § 9.6,7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sum. payments received by the Conn actor for Work proper ly per for med by Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or suppliers who performed Work or furnished materials. or both. under contract with the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor. shall create any fiduciary liability or tort liability on the part of the Contractor for breach of tr ust or shall entitle any person or entity to an award of punitive damages against the Contractor for bI each of the requirement.; of this provision. § 9.7 FAILURE OF PAYMENT lithe Architect does not issue a C ertilicate for Payment. through no fault ofthe Contractor. within seven clays after receipt of the Contractors Appliunion tin Payment. or if the Ownet does not pay the Contractor Sc \A211 days after the date established in the Contract Documents the amount certified by the Architect or awarded by binding dispute resolution. then the Contractor may. upon seven additional days' written notice to the Owner and Architect. AIA Document A201 "' — 2007. Copyright 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA spllware at 11:16 25 on 0506/2009 under Order No 2992565137 ..1 which expires on 05)13'2010 curl ■' r,ar t0, rhsnle .. User Notes: (1248145208) Init. stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shut- down, delay and start -up. plus interest as provided for in the Contract Documents. § 9.8 SUBSTANTIAL COMPLETION § 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. § 9.8.2 When the Contractor considers that the Work. or a portion thereof which the Owner agrees to accept separately, is substantially complete. the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected prior to final payment. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. § 9.8.3 Upon receipt of the Contractor's list. the Architect will make an inspection to determine whether the Work or designated portion thereof' is substantially complete. lithe Architect's inspection discloses any item. whether or not included on the Contractor's list, which is not sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work or designated portion thereof for its intended use. the Contractor shall, before issuance of the Certificate of Substantial Completion, complete or correct such item upon notification by the Architect. In such case, the Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. § 9.8.4 When the Work or designated portion thereof is substantially complete. the Architect will prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion. shall establish responsibilities of the Owner and Contractor for security. maintenance, heat. utilities. damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. § 9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate. Upon such acceptance and consent of surety_ if any, the Owner shall make payment of retainage applying to such Work or designated portion thereof. Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract Documents. § 9.9 PARTIAL OCCUPANCY OR USE § 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor. provided such occupancy or use is consented to by the insurer as required under Section 11.3.1.5 and authorized by public authorities having jurisdiction over the Project. Such partial occupancy or use may commence whether or not the portion is substantially complete. provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of'them for payments. retainage. if any. security. maintenance. heat, utilities, damage to the Work and insurance. and have agreed in writing concerning the period for correction o1'the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the C'ontractor shall prepare and submit a list to the Architect as provided under Section 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor or. if no agreement is reached, by decision of the Architect. § 9.9.2 Immediately prior to such partial occupancy or use, the Owner. Contractor and Architect shall jointly inspect the area to be occupied or portion of the Woi k to be used in order to determine and record the condition of the Work. § 9.9.3 Unless otherwise agreed upon. partial occupancy ur use Or portion or portions of the Woi Is shall not constitute acceptance of \\ of Is not complyine with the requirements of the Contract Documents. § 9.10 FINAL COMPLETION AND FINAL PAYMENT § 9.10.1 Upon receipt of the Contractor's written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment. the Architect will promptly make such inspection and. when the AIA Document A201'' — 2007. Copyright ?:; 1911, 1915. 1918. 1925- 1937 1951 1958. 1961 1963 1966 1970, 1976 1987 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA soltware at 11 16 25 on 05/26/2009 under Order No.2992565137 1 which expires on 0511312010 and is not fm resale User Notes: (1248145208) Init. Architect finds the Work acceptable under the Contract Documents and the Contract fully performed. the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge. information and belief and on the basis of the Architect's on -site visits and inspections. the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. § 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (I) an affidavit that payrolls. bills for materials and equipment. and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied. (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 clays' prior written notice has been given to the Owner. (3) 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. (4) consent of sut ety. if any. to final payment and (5). if required by the Owner. other data establishing payment or satisfaction of obligations. such as receipts. releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract. to the extent and in such form as may be designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien. including all costs and reasonable attorneys' fees. § 9.10.3 If. after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, and the Architect so confirms. the Owner shall, upon application by the Contractor and certification by the Architect. and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than retainage stipulated in the Contract Documents, and if bonds have been furnished, the written consent of surety to payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under terms and conditions governing final payment. except that it shall not constitute a waiver of claims. § 9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from .1 liens. Claims. security interests or encumbrances arising out of the Contract and unsettled: .2 failure of the Work to comply with the requirements of the Contract Documents: or .3 terms of special warranties required by the Contract Documents. § 9.10.5 Acceptance of final payment by the Contractor. a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY § 10.1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating. maintaining and supervising all safety precautions and programs in connection with the performance of the Contract. § 10.2 SAFETY OF PERSONS AND PROPERTY § 10.2.1 The Contractor shall take reasonable precautions for safety of and shall provide reasonable protection to prevent damage. injury or loss to .1 employees on the Work ,rid other persons who may be affected thereby: .2 the Work and materials and equipment to be incorporated therein. whether in storage on or off the site. under Late. rusludv ul cuntrol of the CConti actoi or the Conti actor's Subcontractois or Sub - subcontractors: and .3 other property at the site or adjacent thereto. such as trees. shrub;. lawns. walks. pavements. roadtta\s. stucaures and utilities not designated fin rrmo\al. Ielocatiun ni replacement in the course of construction. AIA Document A201 "•' — 2007. Copyright e 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA'' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 16 25 on 05/26/2009 under Order No 2992565137 1 which eapves on 05/13i2010. and is not for resale User Notes: 11248145208l Init. § 10.2.2 The Contractor shall comply with and give notices required by applicable laws. statutes. ordinances. codes. rules and regulations. and lawful orders of public authorities bearing on safety of persons or property or their protection from damage. injury or loss. § 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract. reasonable safeguards for safety and protection. including posting danger signs and other warnings against hazards. promulgating safety regulations and notifying owners and users of adjacent sites and utilities. § 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work. the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. § 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Sections 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor. a Subcontractor. a Sub - subcontractor. or anyone directly or indirectly employed by any of them. or by anyone for whose acts they may be liable and for which the Contractor is responsible under Sections 10.2.1.2 and 10.2.1.3. except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them. or by anyone for whose acts either of them may be liable. and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Section 3.18. § 10.2.6 The C'ontractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. § 10.2.7 The Contractor shall not permit any part of the construction or site to be loaded so as to cause damage or create an unsafe condition. § 10.2.8 INJURY OR DAMAGE TO PERSON OR PROPERTY If either party suffers injury or damage to person or property because of an act or omission of the other party. or of others for whose acts such party is legally responsible. written notice of such injury or damage. whether or not insured. shall be given to the other party within a reasonable time not exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the other party to investigate the matter. § 10.3 HAZARDOUS MATERIALS § 10.3.1 The Contractor is responsible for compliance with any requirements included in the Contract Documents regarding hazardous materials. if the Contractor encounters a hazardous material or substance not addressed in the Contract Documents and if reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance. including but not limited to asbestos or polychlorinated biphenyl (PCB). encountered on the site by the Contractor. the Contractor shall. upon recognizing the condition. immediately stop Work in the affected area and report the condition to the Owner and Architect in writing. § 10.3.2 Upon receipt of the Contractor's written notice. the Owner shall obtain the services of a licensed laboratory to verify the presence or absence of the mates ial or substance reported by the Contractor and. in the event such material or substance is found to be present. to cause it to be rendered harmless. Unless otherwise required by the Contract Documents. the Owner shall furnish in writing to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or who are to perform the task of removal or sate containment of such material or substance. The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has an objection to a person or entity proposed by the Owner. the Owner shall propose another to whom the Contractor and the Architect have no reasonable objection. When the material or substance has been rendered harmless. Work in the affected area shall resume upon written agreement of the Owner and Contractor. By Change Order. the Contract Time shall be extended appropriately and the Contract Sum shall be increased in the amount of the C'ontractor's reasonable additional costs ot shut-down. delay and start -up. AIA Document A201'' — 2007. Copyright 00 1911. 1915. 1918. 1925, 1937. 1951. 1958, 1961. 1963, 1966. 1970. 1976. 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 16 25 on 05/26/2009 under Order No.2992565137 1 which expires on 05!132010. and is not for resale User Notes: 11248145208) § 10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor. Subcontractors. Architect, Architect's consultants and agents and employees of any of them from and against claims. damages. losses and expenses. including but not limited to attorneys' fees, arising out of or resulting from performance of the Work in the affected area if in fact the material or substance presents the risk of bodily injury or death as described in Section 10.3.1 and has not been rendered harmless, provided that such claim. damage. loss or expense is attributable to bodily injury. sickness. disease or death, or to injury to or destruction of tangible property (other than the Work itself). except to the extent that such damage. loss or expense is due to the fault or negligence of the party seeking indemnity. § 10.3.4 The Owner shall not be responsible under this Section 10.3 for materials or substances the Contractor brings to the site unless such materials or substances are required by the Contract Documents. The Owner shall be responsible for materials or substances required by the Contract Documents. except to the extent of the Contractor's fault or negligence in the use and handling of such materials or substances. § 10.3.5 The Contractor shall indemnify the Owner for the cost and expense the Owner incurs (1) for remediation of a material or substance the Contactor brings to the site and negligently handles. or (2) where the Contractor fails to perform its obligations under Section 10.3.1. except to the extent that the cost and expense are due to the Owner's fault or negligence. § 10.3.6 If without negligence on the part of the Contractor, the Contractor is held liable by a government agency for the cost of remediation of a hazardous material or substance solely by reason of performing Work as required by the Contract Documents, the Owner shall indemnify the Contractor for all cost and expense thereby incurred. § 10.4 EMERGENCIES In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage. injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Article 15 and Article 7. ARTICLE 11 INSURANCE AND BONDS § 11.1 CONTRACTOR'S LIABILITY INSURANCE § 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations and completed operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them. or by anyone for whose acts any of them may be liable: .1 Claims under workers' compensation. disability benefit and other similar employee benefit acts that are applicable to the Work to be performed: .2 Claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees: .3 Claims for damages because of bodily injury, sickness or disease. or death of any person other than the Contractor's employees: .4 Claims for damages insured by usual persona! injury liability coverage: .5 Claims for damages. other than to the Work itself because of injury to or destruction of tangible property. including loss of use resulting therefrom: .6 Claims for damages because of bodily injuy, death of a person or property damage arising out of ownership. maintenance or use of a motor vehicle: .7 Claims for bodily injury or property damage arising out of completed operations: and .8 Claims involving contractual liability insurance applicable to the Contractor's obligations under Section 3.18. § 11.1.2 The insurance required by Section I I l _ I shall be written for not less than limits of liability specified in the Contact Documents or required by law. ohickc\et covet ;Age is greater. Coverages. whether written on an occurrence or claims -made basis. shall be maintained without interruption from the date °I-commencement of the 1\'ork until the date of final payment and termination of any coverage required to be maintained after final payment. and with re,pecl to the Contractor's completed operations coverage. until the expirtlion of the period for correction ALA Document A201":' — 2007. Copyright © 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1970. 1987. 1997 and 2007 by The American Init. institute of Architects. All rights reserved. WARNING: This AIA`- Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 11 1625 on 05/2612009 under Order No.2992565137 1 which expires on 05113/2010. and rs not for resale User Notes: 12a81n52081 of Work or for such other period for maintenance of completed operations coverage as specified in the Contract Documents. § 11.1.3 Certificates of insurance acceptable to the Owner shall be tiled with the Owner prior to commencement of the Work and thereafter upon renewal or replacement of each required policy of insurance. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. An additional certificate evidencing continuation of liability coverage. including coverage for completed operations. shall be submitted with the final Application for Payment as required by Section 9.10.2 and thereafter upon renewal or replacement of such coverage until the expiration of the time required by Section 11.1.2. Information concerning reduction of coverage on account of revised limits or claims paid under the General Aggregate. or both. shall be furnished by the Contractor with reasonable promptness. § 11.1.4 The Contractor shall cause the commercial liability coverage required by the Contract Documents to include (1) the Owner. the Architect and the Architect's Consultants as additional insureds for claims caused in whole or in part by the Contractor's negligent acts or omissions during the Contractor's operations: and (2) the Owner as an additional insured for claims caused in whole or in part by the Contractor's negligent acts or omissions during the Contractor's completed operations. § 11.2 OWNER'S LIABILITY INSURANCE The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. § 11.3 PROPERTY INSURANCE § 11.3.1 Unless otherwise provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located. property insurance written on a builder's risk "all- risk" or equivalent policy form in the amount of the initial Contract Sum, plus value of subsequent Contract Modifications and cost of materials supplied or installed by others. comprising total value for the entire Project at the site on a replacement cost basis without optional deductibles. Such property insurance shall be maintained. unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made as provided in Section 9.10 or until no person or entity other than the Owner has an insurable interest in the property required by this Section 11.3 to be covered. whichever is later. This insurance shall include interests of the Owner. the Contractor, Subcontractors and Sub - subcontractors in the Project. § 11.3.1.1 Property insurance shall be. on an "all- risk" or equivalent policy form and shall include. without limitation. insurance against the perils of fire (with extended coverage) and physical loss or damage including, without duplication of coverage. theft, vandalism, malicious mischief. collapse, earthquake, flood. windstorm. falsework. testing and startup. temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's and Contractor's services and expenses required as a result of such insured loss. § 11.3.1.2 I1'the Owner does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above. the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance that will protect the interests of the Contractor. Subcontractors and Sub - subcontractors in the Work. and by appropriate Change Order the cost thereof shall be charged to the Owner. lithe Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described above. without so notifying the Contractor in writing. then the Owner shall bear all reasonable costs properly attributable thereto. § 11.3.1.3 If the property insurance requires deductibles, the Owner shall pay costs not covered because of such deductibles. § 11.3.1.4 This property insurance shall cover portions of the Work stored off the site. and also portions ol'the \ \'ork in transit. § 11.3.1.5 Partial occupancy or use in accordance with Section 9.9 shall not commence until the insurance company or companies prop iding pl operty insurance ha e consented to such pal tial occupancy or use by endorsement or AIA Document A201":' — 2007. Copyright U 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA'' Document, or any portion of it. may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software al 11'16 25 on 05/26/2009 under Order No 2992565137 1 which expires on 05/13/2010. and is not for resale User Notes: 12s8td520P, Init. otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall. without mutual written consent. take no action with respect to partial occupancy or use that would cause cancellation. lapse or reduction of insurance. § 11.3.2 BOILER AND MACHINERY INSURANCE The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law. which shall specifically cover such insured objects during installation and until final acceptance by the Owner: this insurance shall include interests of the Owner. Contractor. Subcontractors and Sub - subcontractors in the Work. and the Owner and Contractor shall be named insureds. § 11.3.3 LOSS OF USE INSURANCE The Owner. at the Owner's option. may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner's properly due to fire or other hazards. however caused. The Owner waives all rights of action against the Contractor for loss of use of the Owner's property. including consequential losses due to fire or other hazards however caused. § 11.3.4 lithe Contractor requests in writing that instil ance for I isks other than those described herein or other special causes of loss be included in the property insurance policy, the Owner shall, if possible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate Change Order. § 11.3.5 If during the Project construction period the Owner insures properties, real or personal or both, at or adjacent to the site by property insurance under policies separate from those insuring the Project, or if after final payment property insurance is to be provided on the completed Project through a policy or policies other than those insuring the Project during the construction period, the Owner shall waive all rights in accordance with the terms of Section 11.3.7 for damages caused by fire or other causes of loss covered by this separate property insurance. All separate policies shall provide this waiver of subrogation by endorsement or otherwise. § 11.3.6 Before an exposure to loss may occur. the Owner shall file with the Contractor a copy of each policy that includes insurance coverages required by this Section 11.3. Each policy shall contain all generally applicable conditions, definitions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be canceled or allowed to expire. and that its limits will not be reduced. until at least 30 days prior written notice has been given to the Contractor. § 11.3.7 WAIVERS OF SUBROGATION The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub - subcontractors, agents and employees. each of the other. and (2) the Architect, Architect's consultants, separate contractors described in Article 6, if any. and any of their subcontractors, sub- subcontractors. agents and employees. for damages caused by fire or other causes of loss to the extent covered by property insurance obtained pm suant to this Section 11.3 or other property insurance applicable to the Work. except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor. as appropriate, shall require of the Architect. Architect's consultants. separate contractors described in Article 6, if any. and the subcontractors, sub - subcontractors. agents and employees of any of them, by appropriate agreements, written where legally required for validity. similar waivers each in favor of other parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indir eel ly. and whether or not the person or entity had an insurable interest in the property damaged. § 11.3.8 A loss insured under the Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds. as their interests may appear. subject to requirements of any applicable mortgagee clause and of Section 11.3.10. The Contractor shall pay Subconti actots their just shares of insurance proceeds received by the Cunt-actor . and by appropriate agreements. wilitten where legally required for validity. shall requite Subcontractors to make payments to their Sub - subcontractors in similar manner. § 11.3.9 Ifiequired in wi iting by a patty in inlet est. the Owner as fiduciary shall. upon uccuicetce of JO insured loss. give bond for proper performance of the Owner'. duties The cost of requited bonds shall be charged against • proceeds received as fiduciary. TI1e Owner shall deposit in a sepal ate account proceeds so received. which the AIA Document A201 "" — 2007. Copyright me 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 16.25 on 05126/2009 under Order No.2992565137 1 which expires on 05/13/2010. and is not for resale User Notes: 12481,r,5 ?UY,i Init. Owner shall distribute in accordance with such agreement as the parties in interest may reach. or as determined in accordance with the method of binding dispute resolution selected in the Agreement between the Owner and Contractor. If after such loss no other special agreement is made and unless the Owner terminates the Contract for convenience, replacement of damaged property shall be performed by the Contractor after notification of a Change in the Work in accordance with Article 7. § 11.3.10 The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power: if such objection is made. the dispute shall be resolved in the manner selected by the Owner and Contractor as the method of binding dispute resolution in the Agreement. If the Owner and Contractor have selected arbitration as the method of binding dispute resolution. the Owner as fiduciary shall make settlement with insurers or. in the case of a dispute over distribution of insurance proceeds, in accordance with the directions of the arbitrators. § 11.4 PERFORMANCE BOND AND PAYMENT BOND § 11.4.1 The Owner shall have the right to require the Contractor to furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract. § 11.4.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall authorize a copy to be furnished. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK § 12.1 UNCOVERING OF WORK § 12.1.1 If a portion of the Work is covered contrary to the Architect's request or to.requirements specifically expressed in the Contract Documents, it must. if requested in writing by the Architect, be uncovered for the Architect's examination and be replaced at the Contractor's expense without change in the Contract Time. § 12.1.2 If a portion of the Work has been covered that the Architect has not specifically requested to examine prior to its being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents. costs of uncovering and replacement shall. by appropriate Change Order, be at the Owner's expense. If such Work is not in accordance with the Contract Documents. such costs and the cost of correction shall be at the Contractor's expense unless the condition was caused by the Owner or a separate contractor in which event the Owner shall be responsible for payment of such costs. § 12.2 CORRECTION OF WORK § 12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION The Contractor shall promptly correct Work rejected by the Architect or failing to conform to the requirements of the Contract Documents. whether discovered before or after Substantial Completion and whether or not fabricated. installed or completed. Costs of correcting such rejected Work. including additional testing and inspections, the cost of uncovering and replacement, and compensation for the Architect's services and expenses made necessary thereby. shall be at the Contractor's expense. § 12.2.2 AFTER SUBSTANTIAL COMPLETION § 12.2.2.1 In addition to the Contractor's obligations under Section 3.5, if, within one year after the date of Substantial Completion of the Work or designated portion thereof or after the date fbr commencement of warranties established under Section 9.9.1. or by terms of an applicable special warranty required by the Contract Documents. any of the Work is found to be not in accordance with the requirements of the Contract Documents. the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the one -year pet iod foi correction of Work. if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction. the Ownet waives the rights to require correction by the Contractor and to make a claim for breach of warranty. If the Contractor fails to correct nonconforming Work within a reasonable time during that period after receipt of notice 11-on1 the ON%ner or Architect. the Owner may correct it in accordance with Section 2.1. AIA Document A201'' — 2007. Copyright (c; 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11'16 25 on 05/26/2009 under Order No.2992565137 I which expires on 05/13(2010. and is not for resale User Notes: 1 12 181 •i5208t Init. § 12.2.2.2 The one -year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual completion of that portion of the Work. § 12.2.2.3 The one -year period for correction of Work shall not be extended by corrective Work performed by the Contractor pursuant to this Section 12.2. § 12.2.3 The Contractor shall remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and arc neither corrected by the Contractor nor accepted by the Owner. § 12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction. whether completed or partially completed. of the Owner or separate contractors caused by the Contractor's correction or removal of Work that is not in accordance with the requirements of the Contract Documents. § 12.2.5 Nothing contained in this Section 12.2 shall be construed to establish a period of limitation with respect to other obligations the Contractor has under the Contract Documents: Establishment of the one -year period for correction of Work as described in Section 12.2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced. nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. § 12.3 ACCEPTANCE OF NONCONFORMING WORK If the Owner prefers to accept Work that is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS § 13.1 GOVERNING LAW The Contract shall be governed by the law of the place where the Project is located except that. if the parties have selected arbitration as the method of binding dispute resolution. the Federal Arbitration Act shall govern Section 15.4. § 13.2 SUCCESSORS AND ASSIGNS § 13.2.1 The Owner and Contractor respectively bind themselves. their partners. successors. assigns and legal representatives to covenants, agreements and obligations contained in the Contract Documents. Except as provided in Section 13.2.2. neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. § 13.2.2 The Owner may. without consent of the Contractor. assign the Contract to a lender providing construction financing for the Project, if the lender assumes the Owner's rights and obligations under the Contract Documents. The Contractor shall execute all consents reasonably required to facilitate such assignment. § 13.3 WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual. to a member of the firm or entity. or to an officer of the corporation for which it was intended: or if delivered at. or sent by registered or certified mail or by courier service pi oviding proof of delivery to. the last business address known to the party giving notice. § 13.4 RIGHTS AND REMEDIES § 13.4.1 Duties and obligat ions imposed by the Contract Documents and right, and remedies mailable thereunder shall be in addition to and not a limitation of duties, obligations. rights and remedies otherwise imposed or available by law. § 13.4.2 No action or tailor e to act by the Owner. Architect or Contractor ,hall constitute a \oaisel Ora r ight or duty afforded them under the C ontraet. nor shall such action ul t.rilule to act constitute apprus:rl ut or acquiescence in a breach there under. except as nay be specifically agreed in writing. AIA Document A201'" — 2007. Copyright © 1911. 1915. 1918. 1925. 1937. 1951, 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA5 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA`'. Document, or any portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This docurnenl was produced by AlA software at 11.16 25 on 05/26/2009 undo, Order No m02565137 1 which expire, en 0511312010 and w not for resale User Notes: 112481452081 Init. § 13.5 TESTS AND INSPECTIONS § 13.5.1 Tests_ inspections and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable laws, statutes. ordinances, codes. rules and regulations or lawful orders of public authorities. Unless otherwise provided. the Contractor shall make arrangements for such tests. inspections and approvals with an independent testing laboratory or entity acceptable to the Owner. or with the appropriate public authority. and shall bear all related costs of tests. inspections and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures. The Owner shall bear costs of (1) tests, inspections or approvals that do not become requirements until after bids are received or negotiations concluded. and (2) tests. inspections or approvals where building codes or applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. § 13.5.2 If the Architect. Owner or public authorities having jurisdiction determine that portions of the Work require additional testing. inspection or approval not included under Section 13.5.1. the Architect will. upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing. inspection or approval by an entity acceptable to the Owner. and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such costs: except as provided in Section 13.5.3, shall be at the Owner's expense. § 13.5.3 If such procedures for testing, inspection or approval under Sections 13.5.1 and 13.5.2 reveal failure of the portions of'the Work to comply with requirements established by the Contract Documents, all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses shall be at the Contractor's expense. § 13.5.4 Required certificates of testing, inspection or approval shall. unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Architect. § 13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract Documents. the Architect will do so promptly and, where practicable, at the normal place of testing. § 13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. § 13.6 INTEREST Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or. in the absence thereof: at the legal rate prevailing from time to time at the place where the Project is located. § 13.7 TIME LIMITS ON CLAIMS The Owner and Contractor shall commence all claims and causes of action. whether in contract. tort. breach of warranty or otherwise. against the other arising out of or related to the Contract in accordance with the requirements of the final dispute resolution method selected in the Agreement within the time period specified by applicable law. but in any case not more than 10 years after the date of Substantial Completion of the Work. The Owner and Contractor waive all claims and causes of action not commenced in accordance with this Section 13.7. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT § 14.1 TERMINATION BY THE CONTRACTOR § 14.1.1 The Contractor 'may terminate the Contract if the Work is stopped for a period 0130 consecutive days through no act or fault of the Contractor or a Subcontractor. Sub - subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor. for any of the following reasons: .1 Issuance of an order of a court or other public authority having jurisdiction that requires all Work to be stopped: .2 An act of government. such as a declaration of national enleigenc_∎• that requires all Work to he stopped: AIA Document A201"' — 2007. Copyright (.0 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11.16 25 on 05/26/2009 under Order No 2992565137 1 which expires on 05/13/2010. and is not for resale. User Notes: 112481452081 Init. .3 Because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.4.1. or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents: or .4 The Owner has failed to furnish to the Contractor promptly. upon the Contractor's request. reasonable evidence as required by Section 2.2.1. § 14.1.2 The Contractor may terminate the Contract if. through no act or fault of the Contractor or a Subcontractor. Sub - subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, repeated suspensions, delays or interruptions of the entire Work by the Owner as described in Section 14.3 constitute in the aggregate more than 100 percent of the total number of days scheduled for completion. or 120 days in any 365 -day period. whichever is less. § 14.1.3 Ifone of the reasons described in Section 14.1.1 or 14.1.2 exists, the Contractor may. upon seven days' written notice to the Owner and Architect. terminate the Conti act and recover from the Owner payment for Work executed. including reasonable overhead and profit. costs incurred by reason of such termination, and damages. § 14.1.4 If the Work is stopped fot a period ofGO consecutive days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has repeatedly failed to fulfill the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work, the Contractor may. upon seven additional days' written notice to the Owner and the Architect. terminate the Contract and recover from the Owner as provided in Section 14.1.3. § 14.2 TERMINATION BY THE OWNER FOR CAUSE § 14.2.1 The Owner may terminate the Contract if the Contractor .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials: .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors: .3 repeatedly disregards applicable laws. statutes. ordinances. codes. rules and regulations. or lawful orders of a public authority: or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. § 14.2.2 When any of the above reasons exist, the Owner. upon certification by the Initial Decision Maker that sufficient cause exists to justify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety. if any. seven days' written notice. terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 Exclude the Contractor ft urn the site and take possession of all mate) ials. equipment. tool;_ and construction equipment and machinery thereon owned by the Contractor: .2 Accept assignment of subcontracts pursuant to Section 5.4: and .3 Finish the Work by whatever reasonable method the Owner may deem expedient. Upon written request of the Contractor, the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by the Owner in finishing the Work. § 14.2.3 When the Ownet terminates the Conti act lot one oldie reasons stated in Section 14.2.1. the Contractor shall not be entitled to receive further payment until the Work is finished. §14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work. including compensation for the Architect's services and expenses made necessary thereby. and other damages incurred by the Owner and not expressly waived. such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance. the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner. as the case may be. shall be certified by the Initial Decision Maker. upon application. and this obligation for payment shall survive termination of the Contract. § 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE § 14.3.1 The Owner may. without cause, order the Contractor in t∎n•iting to suspend. delay or interrupt the \ \'ork in whole or in part for such period of time as the Owner may determine. AlA Document A201'" — 2007. Copyright G 1911. 1915. 1918 1925. 1937 1951 1958. 1961. 1963. 1966. 1970. 1976. 1967, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AlA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA' Document, or any portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA sotr,vare at 11.16 25 on 0512612009 under Order No 2992565137 1 which expires on 05/1312010. and is not for resale User Notes: 12 181 152081 Init. § 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by suspension. delay or interruption as described in Section 14.3.1_ Adjustment of the Contract Sum shall include profit. No adjustment shall be made to the extent .1 that performance is. was or would have been so suspended. delayed or interrupted by another cause for which the Contractor is responsible: or .2 that an equitable adjustment is made or denied under another provision of the Contract. § 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE § 14.4.1 The Owner may, at any time. terminate the Contract for the Owner's convenience and without cause. § 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience. the Contractor shall .1 cease operations as directed by the Owner in the notice: .2 take actions necessary. or that the Owner may direct. for the protection and preservation of the Work: and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice. terminate all existing subcontl acts and purchase orders and enter into no further subcontracts and purchase orders. § 14.4.3 In case of such termination for the Owner's convenience. the Contractor shall be entitled to receive payment for Work executed, and costs incurred by reason of such termination. along with reasonable overhead and profit on the Work not executed. ARTICLE 15 CLAIMS AND DISPUTES § 15.1 CLAIMS § 15.1.1 DEFINITION A Claim is a demand or assertion by one of the parties seeking, as a matter of right, payment of money. or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. The responsibility to substantiate Claims shall rest with the party making the Claim. § 15.1.2 NOTICE OF CLAIMS Claims by either the Owner or Contractor must be initiated by written notice to the other party and to the Initial Decision Maker with a copy sent to the Architect. if the Architect is not serving as the Initial Decision Maker. Claims by either party must be initiated within 21 days after occurrence of the event giving rise to such Claim or within 21 Clays after the claimant first recognizes the condition giving rise to the Claim, whichever is later. § 15.1.3 CONTINUING CONTRACT PERFORMANCE Pending final resolution of a Claim, except as otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. The Architect will prepare Change Orders and issue Certificates for Payment in accordance with the decisions of the Initial Decision Maker. § 15.1.4 CLAIMS FOR ADDITIONAL COST If the Contractor wishes to make a Claim for an increase in the Contract Sum. written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.4. § 15.1.5 CLAIMS FOR ADDITIONAL TIME § 15.1.5.1 If the Contractor wishes to make a Claim for an increase in the Contract Time. written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work In the case ofa continuing delay. only one Claim is necessary. '§ 15.1.5.2 If adverse weather conditions ai e the basis for a Claim for additional time. such Claim shall be documented by data substantiating that \keather conditions were abnormal for the period of time. could not have been reasonably anticipated and had an adverse effect on the scheduled construction. AIA Document A201"' — 2007. Copyright :) 1911. 1915. 1918- 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA`' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 1625 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13!2010. and is not lot resale. User Noses: 1248145208) Init. § 15.1.6 CLAIMS FOR CONSEQUENTIAL DAMAGES The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes .1 damages incurred by the Owner for rental expenses. for losses of use. income, profit. financing. business and reputation. and for loss of management or employee productivity or of the services of such persons :and .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there. for losses of financing, business and reputation, and for loss of profit except anticipated profit arising directly from the Work. This mutual waiver is applicable. without limitation. to all consequential damages due to either party's termination in accordance with Article 14. Nothing contained in this Section 15.1.6 shall be deemed to preclude an award of' liquidated damages, when applicable. in accoi dance with the requirements of the Contract Documents. § 15.2 INITIAL DECISION § 15.2.1 Claims. excluding those arising under Sections 10.3. 10.4. 11.3.9. and 1E3.10. shall be referred to the Initial Decision Maker for initial decision. The Architect will serve as the Initial Decision Maker, unless otherwise indicated in the Agreement. Except for those Claims excluded by this Section 15.2.1, an initial decision shall be required as a condition precedent to mediation of any Claim arising prior to the date final payment is due. unless 30 days have passed alter the Claim has been referred to the Initial Decision Maker with no decision having been rendered. Unless the Initial Decision Maker and all affected parties agree. the Initial Decision Maker will not decide disputes between the Contractor and persons or entities other than the Owner. § 15.2.2 The Initial Decision Maker will review Claims and within ten days of the receipt of a Claim take one or more of the following actions: (1) request additional supporting data from the claimant or a response with supporting data from the other party, (2) reject the Claim in whole or in part. (3) approve the Claim. (4) suggest a compromise. or (5) advise the parties that the Initial Decision Maker is unable to resolve the Claim if the Initial Decision Maker lacks sufficient information to evaluate the merits of the Claim or if the Initial Decision Maker concludes that, in the Initial Decision Maker's sole discretion. it would be inappropriate for the Initial Decision Maker to resolve the Claim. § 15.2.3 In evaluating Claims, the Initial Decision Maker may. but shall not be obligated to. consult with or seek information from either party or from persons with special knowledge or expertise who may assist the Initial Decision Maker in rendering a decision. The Initial Decision Maker may request the Owner to authorize retention of such persons at the Owner's expense. § 15.2.4 Mlle Initial Decision Maker requests a party to provide a response to a Claim or to furnish additional supporting data, such party shall respond, within ten days after- receipt of such request. and shall either (I) provide a response on the requested supporting data. (2) advise the Initial Decision Maker when the response or supporting data will be furnished or (3) advise the Initial Decision Maker that no supporting data will be furnished. Upon receipt of the response or supporting data. if any. the Initial Decision Maker will either reject or approve the Claim in whole or in part. § 15.2.5 The Initial Decision Maker will render an initial decision approving or [electing the Claim. or indicating that the Initial Decision Maker is unable to resolve the Claim. 1 his initial decision shall (1) be in writing: (2) state the reasons therefor. and (3) notify the par ties and the Architect, if the Aichitect is not serving as the Initial Decision Maker. am)/ change in the Contract Sum or Contract Time or both. The initial decision shall be final and binding on the parties but subject to mediation and. if the parties foil to resolve their dispute through mediation. to binding dispute resolution. § 15.2.6 Either party may file for mediation of an initial decision at any time. subject to the terms of Section 1 5 2.(.I. § 15.2.6.1 Either party may. within 30 days from the date of an initial decision. demand in writing that the other party file fun mediation within 60 days of the initial decision. II such a demand is made and the party receiving the demand (ails to file for mediation within the lime required. then both parties waive their rights to mediate or pursue binding dispute resolution proceedings with respect to the Initial decision AIA Document A201' "t — 2007. Copyright v 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961, 1963. 1966. 1970, 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 16 25 on 05/26/2009 under Order No.2992565137 1 which expires on 05)13(2010. and is not for resale. User Notes: 2•181 152081 Init. § 15.2.7 In the event ofa Claim against the Contractor. the Owner may. but is not obligated to. notify the surety, if any. of the nature and amount of the Claim. If the Claim relates to a possibility ofa Contractor's default, the Owner may. but is not obligated to. notify the surety and request the surety's assistance in resolving the controversy. § 15.2.8 If a Claim relates to or is the subject ofa mechanic's lien. the party asserting such Claim may proceed in accordance with applicable law to comply with the lien notice or tiling deadlines. § 15.3 MEDIATION § 15.3.1 Claims. disputes. or other matters in controversy arising out of or related to the Contract except those waived as provided for in Sections 9.10.4. 9.10.5. and 15.1.6 shall be subject to mediation as a condition precedent to binding dispute resolution. § 15.3.2 The parties shall endeavor to resolve their Claims by mediation which. unless the parties mutually agree otherwise. shall be administered by the American Arbitration Association in accordance with its Construction Industry Mediation Procedures in effect on the date of the Agreement. A request for mediation shall be made in writing. delivered to the other party to the Contract. and tiled with the person or entity administering the mediation. The request may be made concurrently with the filing of binding dispute resolution proceedings but, in such event. mediation shall proceed in advance of binding dispute resolution proceedings, which shall be stayed pending mediation for a period of 60 days from the date of tiling. unless stayed for a longer period by agreement of the parties or court order. if an arbitration is stayed pursuant to this Section 15.3.2. the parties may nonetheless proceed to the selection of the arbitrator(s) and agree upon a schedule for later proceedings. § 15.3.3 The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the Project is located. unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. § 15.4 ARBITRATION § 15.4.1 if the parties have selected arbitration as the method for binding dispute resolution in the Agreement. any Claim subject to, but not resolved by. mediation shall be subject to arbitration which, unless the parties mutually agree otherwise, shall be administered by the American Arbitration Association in accordance with its Construction Industry Arbitration Rules in effect on the date of the Agreement. A demand for arbitration shall be made in writing. delivered to the other party to the Contract. and tiled with the person or entity administering the arbitration. The party tiling a notice of demand for arbitration must assert in the demand all Claims then known to that party on which arbitration is permitted to be demanded. § 15.4.1.1 A demand for arbitration shall be made no earlier than concurrently with the filing ofa request for mediation, but in no event shall it be made after the date when the institution of legal or equitable proceedings based on the Claim would be barred by the applicable statute of limitations_ For statute of limitations purposes. receipt ofa written demand for arbitration by the person or entity administering the arbitration shall constitute the institution of legal or equitable proceedings based on the Claim. § 15.4.2 The award rendered by the arbitrator or arbitrators shall be final. and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. § 15.4.3 The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the Agreement shall be specifically enforceable under applicable law in any court having jurisdiction thereof. § 15.4.4 CONSOLIDATION OR JOINDER § 15.4.4.1 Either party. at its sole discretion. may consolidate an arbitration conducted under this Agreement with any other arbitration to which it is a party provided that (1) the arbitration agreement governing the other arbitration permits consolidation. (2) the arbitrations to be consolidated substantially involve common questions of law or tact. and (3) the arbitrations employ materially similar procedural rules and methods for selecting arbitrator(s). § 15.4.4.2 Either party. at its sole discretion. may include by joinder persons or entities substantially involved in a common question of law or fact whose presence is required if complete relief is to be accorded in arbitration. provided that the party sought to be joined consents in \\ citing to such joinder. Consent to arbitration invoking an AIA Document A201'" — 2007. Copyright e.11911. 1915. 1918. 1925. 1937. 1951, 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA`" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document. or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 :16:25 on 05/26/2009 under Order No 2992565137 1 which expires on 05/13/2010. and is not for resale User Notes: r 12.18145208 1 Init. additional person or entity shall not constitute consent to arbitration of any claim. dispute or other matter in question not described in the written consent. § 15.4.4.3 The Owner and Contractor grant to any person or entity made a party to an arbitration conducted under this Section 15.4. whether by joinder or consolidation. the same rights of joinder and consolidation as the Owner and Contractor under this Agreement. AIA Document A201' " — 2007. Copyright 'i1; 1911. 1915. 1918. 1925. 1937. 1951, 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. T his document was produced by AIA software al 11 16 25 on 05/26/2009 under Order No 2992565137 1 ;nhick expires on 05/13/2010. and is not for resale User Notes: 1 12461452081 Additions and Deletions Report for AIAc Document A201 r`'' — 2007 This Additions and Deletions Report, as defined on page 1 of the associated document. reproduces below all text the author has added to the standard form AIA document in order to complete it, as well as any text the author may have added to or deleted from the original AIA text. Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document. This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 11:16:25 on 05/26/2009. PAGE 1 Costco Wholesale 999 Lake Drive Issaquah. WA 98027 (Name. legal stains and address) MulvannyG2 Architecture 1 1 l0 - 112th Ave. N.E.. #500 Bellevue. WA 98004 Additions and Deletions Report for AIA Document A201 r'' — 2007. Copyright % 1911. 1915. 1918. 1925. 1937. 1951. 1958. 1961. 1963. 1966. 1970. 1976. 1987. 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA`'' Document. or any portion of it. may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 16 25 on 05/26/2009 under Order No 2992565137 1 which expires on 05/13/2010. and is not for resale User Notes: 112481452081 Certification of Document's Authenticity AIA® Document D401 T"' — 2003 1. . hereby certify. to the best of my knowledge. information and belief. that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 11:16:25 on 05/26/2009 under Order No. 2992565137_1 from MA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AlA' Document A201T" — 2007 - General Conditions of the Contract for Construction, as published by the AlA in its software, other than those additions and deletions shown in the associated Additions and Deletions Report. (Signed) (Title) (Dated) AM Document D401 '' — 2003. Copyright :% 1992 and 2003 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this MA- Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AtA safhvare at 11'16:25 on 05/26/2009 under Order No 2992565137. 1 which expires on 05/13/2010. and Is not for resole User Notes: t25t/t45208• DOCUMENT 00500 SUPPLEMENTARY CONDITIONS MODIFICATIONS TO AIA DOCUMENT A201 - 2007 EDITION SC -1. CONFLICTS: In case of conflict between the Technical Specifications and the General and Supplementary Conditions, the Specifications shall govern. SC -2. MODIFICATIONS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS Par. 1.1.1 Change the last sentence to read: "Unless specifically enumerated in the Agreement, the Contract Documents DO include Bid Documents (Invitation to Bid, Instructions to Bidders, sample forms, Addenda, Contractors Bid Proposal, and Bid Proposal Breakdown), and other documents as specifically enumerated in the Owner /Contractor Agreement." ARTICLE 2 OWNER 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER Par. 2.2.3 Add to the end of the paragraph: "Owner shall furnish all soils / geotechnical reports describing the physical characteristics for the site of the project." ARTICLE 3 CONTRACTOR 3.4 LABOR AND MATERIALS Par. 3.4.1 Add to the end of the sentence: "... until cost responsibilities are transferred to the Owner as defined in Section 01500 "Temporary Construction Facilities." 3.7 PERMITS, FEES, NOTICES, AND COMPLIANCE WITH LAWS Par. 3.7.1 Change entire paragraph to read: "Owner will pay plan check and basic building permit fee costs. Contractor shall secure and pay for Mechanical HVAC, Piping and Plumbing, Electrical, all other subcontractor permits, as required by local jurisdictions, some of which include: 1. Separate permit where required for rack installation. 2. Permits for signage, Health Department, Refrigeration, Occupancy and other work not listed but required for this project." 3.9 SUPERINTENDENT Par. 3.9.1 Add to the end of the paragraph: "Prior to commencing the work, the Contractor and the Superintendent shall set the standards and levels of responsibility for the Superintendent for the duration of the work. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00500 Page 2 SUPPLEMENTARY CONDITIONS ARTICLE 4 ARCHITECT 4.2 ADMINISTRATION OF THE CONTRACT Par. 4.2.8 Change the first sentence to read: The Contractor will prepare Change Orders. The Architect will prepare Construction Change Directives, and may authorize minor changes in the Work as provided in Section 7.4." ARTICLE 9 PAYMENTS AND COMPLETION 9.3 APPLICATIONS FOR PAYMENT Par. 9.3.1 At the end of the last sentence, delete "and shall reflect retainage if provided for in the Contract Documents." and add the following: "and shall reflect ten percent (10 %) retainage." Par. 9.3.2 Add the following to the end of the paragraph: "Suitably stored" means protected for security (theft and vandalism) and protected from the weather (sun, rain, snow, freezing temperatures, etc.). Par. 9.3.3 Add the following to the end of the paragraph: "Free and clear of liens, claims, security interests or encumbrances" means that the Contractor has paid all parties for work previously completed and reimbursements have been made to the Contractor by the Owner. Should a lien, claim, etc., be placed on the work, the Contractor is responsible for its removal, and the Owner will be held harmless in the process. See Section 01290 "Payment Procedures" for Lien Waiver and Affidavit requirements." 9.8 SUBSTANTIAL COMPLETION Par. 9.8.1 Change entire paragraph to read: "The date of Substantial Completion of the Work is the date certified by the Architect that construction is 100% complete (with only final corrections remaining to be completed) in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use." ARTICLE 11 INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE Par. 11.1.1 Revise the paragraph to read: "The Contractor shall purchase... as will protect the Contractor, Owner, and Architect of Record from claims..." .4 Add the following to the end of the sentence: "which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such person by the Contractor, or (2) by any other person;" The policies of insurance purchased and maintained by the Contractor shall include, but are not limited to, the following coverages: .1 General Liability: Comprehensive form including premises operations, explosion and collapse hazard, underground hazard, products /complete operations hazard, contractual insurance, broad form property damage, independent contractors and personal injury, and the stop -gap endorsement. .2 Automobile Liability: Comprehensive Form, Auto policy must be written on an Occurrence Based form, including owned, hired, and non -owned vehicles. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00500 Page 3 SUPPLEMENTARY CONDITIONS .3 Excess Liability: Umbrella form shall apply to General Liability and Auto Liability. Policy shall be written as "follow form ". .4 Workers' Compensation and Employers' Liability Par. 11.1.2 Change the first sentence to read: "The insurance required by Subparagraph 11.1.1 shall include contractual liability insurance applicable to the Contractor's obligations under Paragraph 3.18, and shall be written for limits required by laws governing in localities having jurisdiction, but no less than the limits set forth below:" General Liability Bodily Injury Property Damage Auto Liability Umbrella Policy Workers Compensation Employers Liability PER OCCURRENCE AGGREGATE $1,000,000 $1,000,000 $1,000,000 $2,000,000 $2,000.000 $5,000,000 $5,000,000 Statutory $1,000,000 (each accident) $1,000,000 (bodily injury, by disease, each employee) Par. 11.1.3 Change the first two sentences to read: "Certificates of insurance acceptable to the Owner shall be filed with the Owner and Architect prior to commencement of the work and thereafter upon renewal or replacement of each required policy of insurance. The original policies may be substituted for the certificates. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until the Work has been completed or at least 30 days' prior written notice has been given to the Owner." All policies shall include waiver of insurer's rights to subrogate against Costco Wholesale. General liability, Umbrella and Pollution policies shall be maintained for 5 years upon contract completion. Terms and Conditions: All policies (including property) shall be placed with insurance carriers rated by AM Best at A- VIII or better. All policies shall be written on an "Occurrence Based" form. If unavailable, "Claims Made" form will be acceptable under the following terms. All claims made policies are to be maintained in effect by Company at all times while the agreement is in effect, claims made policies shall have a retroactive date of 5 years prior to entering into Costco's contract. Extended Reporting period coverage shall be provided to Costco for a period of at least 5 years upon contract completion. Risk Management should review claims made policy requests. Insurance policies maintained by Contractor and its Sub - Contractors shall be primary. Policies maintained by Owner shall be excess and noncontributory to policies maintained by Contractor /Sub- contractors. Insurance requirements shall not be deemed to release or diminish the liability of contracted party including, without limitation, liability under the indemnity provision of this agreement. Damage recoverable by Costco shall not be limited by the amount or scope of the required insurance coverages. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00500 Page 4 SUPPLEMENTARY CONDITIONS Par. 11.1.4 Add the word "primary" in the paragraph: "...(1) the Owner, the Architect, and the Architect's Consultants as primary additional insureds... and (2) the Owner, the Architect, and the Architect's Consultant as a primary additional insured for claims..." Par. 11.1.5 Add new paragraph: The Owner and the Architect are named as primary additional insureds on all insurance required by Subparagraph 11.1.1 and will be protected against all claims, which may arise from operations under the Contract. 11.3 PROPERTY INSURANCE Par. 11.3.1 Change the first sentence to read: "Unless otherwise provided, the Contractor shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance written on a builder's risk "all- risk ", on ALS 72 Form, for the entire Work at the site for the full value of the Work required by the Contract Documents and not less than the final completed value of the Project. This insurance shall also include "Difference in Conditions" (D.I.C.) in the insured property. Par. 11.3.2 In the last sentence after "... Sub- subcontractors" add "and any loss payees ". Par. 11.3.1.1 After "Property insurance shall be on an "all- risk "..." delete "or equivalent policy form" and add "policy, on ALS 72 Form, ". Par. 11.3.1.2 Delete entire paragraph. Par. 1 1.3.1.3 After "If the property insurance requires deductibles, the..." delete "Owner" and replace with "Contractor ". Par. 11.3.1.5 Delete entire paragraph. BOILER AND MACHINERY INSURANCE Change paragraph to read: "The Contractor shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, as necessary to provide full replacement cost coverage and liability coverage for bodily injury or property damage with limits of $1,000,000.00, and /or as may be required by any governing law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance shall include interests of the Owner, Contractor, Subcontractors, Sub - subcontractors, and any loss payees in the Work, and the Owner, Architect of Record, Architect's Consultants and Contractor shall be named insureds." Par. 11.3.3 LOSS OF USE INSURANCE Delete the entire paragraph. Par. 11.3.4 Change the paragraph to read: If the Owner requests in writing that insurance for risks other than those described in Subparagraphs 11.3.1 and 11.3.2 or other special hazards be included in the property insurance policy, the Contractor shall include such insurance. Par. 11.3.6 Change the first sentence to read: "Before an exposure to loss may occur, the Contractor shall file a copy of all policies or certificate of insurance with the Owner. The work, as included in the Contract Documents, will not commence until the insurance certificates or policies have been delivered to the Owner." MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 Par. 11.3.7 Par. 11.3.8 DOCUMENT 00500 Page 5 SUPPLEMENTARY CONDITIONS WAIVERS OF SUBROGATION Add the following to the beginning of the paragraph: "The Contractor shall indemnify, hold harmless, and defend (1) the Owner, its officers, agents and employees and (2) Architect of Record and Architect's Consultants from liability of any nature or kind, including costs and expenses, for or on account of any and all legal actions or claims of any character whatsoever resulting from injuries or damages sustained by any person or property." Change the first sentence to read: "Any loss insured under Subparagraph 11.3.1 is to be adjusted with the Owner as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause and of Subparagraph 11.3.10." Par. 11.3.9 Add to the end of the last sentence: "and shall be covered by an appropriate Change Order." Par. 11.3.10 Delete the last sentence "If the Owner and Contractor... in accordance with the directions of the arbitrators." ARTICLE 12 UNCOVERING AND CORRECTION OF WORK 12.2 CORRECTION OF WORK Par. 12.2.2 AFTER SUBSTANTIAL COMPLETION Par. 12.2.2.1: In the first sentence, change "one year" into "two years ". In the third sentence, change "one year" into "two years ". Par. 12.2.2.2: In the first sentence, change "one- year" into "two- year ". Par. 12.2.2.3: In the first sentence, change "one- year" into "two- year ". Par. 12.2.2.5: In the second sentence, change "one- year" into "two- year ". ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.2 TERMINATION BY THE OWNER FOR CAUSE Par. 14.2.1: Add a new subparagraph to the end of the paragraph: .5 "fails to meet the time schedules set forth in this Agreement." Par. 14.2.2 At the end of the paragraph, delete the words "subject to any prior. rights of the surety ". Par. 14.2.3 After the word "payment" add the words "of any amount due Contractor for completed Work..." Par. 14.2.4: In the first sentence after the word "damages" add the words "including consequential damages." Add to the end of the second sentence the words "plus interest ". 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE Par. 14.4.3: At the end of the sentence after the word "Work" delete the word "not." MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00500 Page 6 SUPPLEMENTARY CONDITIONS ARTICLE 15 CLAIMS AND DISPUTES 15.3 MEDIATION Delete all subparagraphs including 15.3.1, 15.3.2, and 15.3.3 and replace with the following: "Mediation" as included in these General Conditions and other Contract Documents shall be excluded in its entirety. Any dispute that cannot be settled by the Architects interpretation must be pursued, by either party to the Contract, in any court having jurisdiction thereof." 15.4 ARBITRATION Delete all subparagraphs including 15.4.1, 15.4.2, 15.4.3, and 15.4.4 and replace with the following: "Arbitration" as included in these General Conditions and other Contract Documents shall be excluded in its entirety. Any dispute that cannot be settled by the Architects interpretation must be pursued, by either party to the Contract, in any court having jurisdiction thereof." END OF SUPPLEMENTARY CONDITIONS MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00800 SPECIAL CONDITIONS ARCHITECT: MULVANNYG2 ARCHITECTURE 1110 - 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE FOOD SERVICE REMODEL Warehouse No.006 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -23 SPECIAL CONDITIONS 1. WORDING OF THESE SPECIFICATIONS A. These Specifications are written in the abbreviated or "streamlined" form, and frequently include incomplete sentences. Words such as "shall ", "shall be ", "the Contractor shall ", and similar mandatory phrases shall be supplied by inference as they are in a note of the Drawings. The Contractor shall provide all items listed and perform all operations as called for, all in accordance with the General Conditions as modified herein. 2. DEFINITIONS A. The word "approved ", as used herein, means "approved by the Architect ". "For approval" means "for the Architect's approval ". "Selected" means "selected by the Architect ". "As directed" means "as directed by the Architect ". "Provide" means "furnish and install ". Where the words "or approved" are used, the Architect is the sole judge of the quality and suitability of the proposed substitution. B. The word "certify ", as used by the Architect, means to state or declare a professional opinion of conditions whose true properties cannot be known at the time such certification was made, despite appropriate professional evaluation." A design professional's certification of conditions in no way relieves any other party from meeting requirements imposed by the contract or other means, including commonly accepted industry practices. 3. NUMBER OF SPECIFIED ITEMS REQUIRED A. Wherever in these Specifications an article, device or a piece of equipment is referred to in the singular number, such reference shall include as many such items as are indicated on the Drawings or required to complete the installation. LINES AND LEVELS A. Before starting work, locate all general reference points. Take such steps as are necessary to prevent their dislocation or destruction. If disturbed or destroyed, replace as directed. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400• Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00800 Page 2 SPECIAL CONDITIONS Employ a licensed surveyor to lay out and stake the building and be responsible for its accuracy. 5. PRIOR USE OR OCCUPANCY A. The Owner has the right to use or occupy the building or any part thereof, or to use equipment installed under the Contract prior to final acceptance. 6. CONTRACTOR /SUBCONTRACTOR A. These Specifications are divided into sections for convenience only. The Architect is not obliged to define the limits of any subcontract, and will not enter into disputes between subcontractors or between the Contractor and his employees, INCLUDING SUBCONTRACTORS. 7. BUILDING CODES A. All construction shall be in accordance with the codes and ordinances adopted by the locality in which the work is being completed. 8. FEDERAL AND STATE REGULATIONS A. All work on this project will be done in accordance with the applicable regulations of the federal register Occupational Safety and Health Administration (commonly known as OSHA). Compliance with these regulations shall be the responsibility of the General Contractor and his subcontractors. 9. FAIR WAGES POLICY A. The General Contractor, each subcontractor and all subcontractors of every tier (hereinafter referred to as "Contractor and all subcontractors ") shall pay "Fair Wages" to each of its employees. Contractor and all subcontractors shall use their best commercially reasonable efforts to ensure that each employee receives Fair Wages, as defined below, and shall incorporate this Fair Wages Policy into each contract of the Contractor and all subcontractors. 1) "Fair Wages" shall mean not less than 90% of the general prevailing hourly wage rate, excluding (i) the hourly fringe benefits amount and (ii) the holiday and vacation pay for carpenters, iron workers, and sheet metal workers. The amount so calculated will be referred to as the "Costco Wholesale Hourly Wage Rate ". In calculating the Costco Wholesale Hourly Wage Rate, the Contractor and all subcontractors shall rely on the most current Davis -Bacon Act prevailing wage determinations for each craft, classifications or type of workman needed as amended for the applicable job locality. 2) The Contractor and all subcontractors shall also pay hourly "Fringe Benefits" to all employees in addition to the Costco Wholesale Hourly Wage Rate. Fringe Benefits must include a health and medical care family plan, holiday and vacation pay, profit sharing and pension. The adequacy of the Fringe Benefits paid shall be determined in the sole discretion of Costco Wholesale and will be compared with other plans for the locality and the hourly fringe benefits amount under the current Davis -Bacon Act for each craft; classification or type of workman needed, as amended for the applicable job locality. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00800 Page 3 SPECIAL CONDITIONS B. The Contractor and all subcontractors shall, upon written request of Costco Wholesale, provide Costco Wholesale with a certified payroll for the work performed, showing the wages and Fringe Benefits paid for the work done by the Contractor and all subcontractors. C. The Contractor and all subcontractors shall, upon written request of Costco Wholesale, provide Costco Wholesale with certified descriptions of all Fringe Benefits available to its employees. 10. SAFETY POLICY A. The Contractor and all subcontractors shall have an industrial experience rating for similar construction projects that equals or is better than the average experience rating for the state in which the project is located. Any questions regarding determination of the industrial experience rating shall be determined at the sole discretion of Costco Wholesale. B. Contractor shall install, handle and /or apply all materials in accordance with all current applicable Federal OSHA Regulations and Codes and all applicable Washington State Regulations and Codes. Further, the Contractor agrees to indemnify the Owner against any and all liabilities of the foregoing. 1) The Contractor shall provide all necessary safety devices, signs, etc., as required. 2) Owner retains the right to immediately terminate Contractor operations and /or cancel this Agreement, under conditions where the Contractor is not in compliance with Owner safety rules or the above legal regulations or codes. 11. FAIR WAGES AND SAFETY COMPLIANCE A. The Contractor acknowledges and agrees that the purpose of wage and fringe benefits information is to allow Costco Wholesale to verify the Contractor's compliance with the Fair Wages and Safety Policies described above. In the event that Costco Wholesale determines that the Contractor or any of its subcontractors of every tier is not in compliance with the Fair Wages and Safety Policies stated herein, Costco Wholesale shall have the right to terminate the contractor and /or any subcontract of any tier, if, after notice, the Contractor or subcontractor does not comply promptly, to the full satisfaction of Costco Wholesale. B. If you have any questions regarding the fair wages policy described above, please call the Project Manager at the Architect's office at (425) 463 -2000. END OF SPECIAL CONDITIONS MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 DOCUMENT 00800 Page 4 SPECIAL CONDITIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93-0440-23 Tukwila. Washington 98188 Printed on 12/03/09 PART 1 1.1 SECTION 01100 SUMMARY OF WORK WORK INCLUDED RELATED DOCUMENTS 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 GENERAL SCOPE OF WORK A. The work included in this Contract consists of furnishing all labor, material and services for making certain alterations for the Remodel of the Food Service including equipment relocation, new cooler, new bib rack closet, new ceiling grid, new lighting, and other related work in the existing Costco Wholesale at 400 Costco Drive, Tukwila, Washington 98188. B. The work includes areas of building demolition, alteration, patching and repair as shown on the drawings and specified. The building is a one -story structure, equipped with an approved automatic sprinkler system throughout. C. Fire Sprinkler System Modifications are Design - Build. The Contractor is responsible for the following: 1. Providing a completed code - compliant operating system; include design, materials and labor. 2. Complying with NFPA 13; special configuration required at Coolers to prevent pipe freezing. 3. Obtaining all jurisdictional approvals; provide all necessary documents — drawings, calculations, etc. Perform all required testing; provide certificates. 4. Matching existing systems materials, as a minimum. 5. Providing a signed Conformance Submittal Form included at the end of Division 1 Section "Closeout Procedures ". D. 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. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01100 Page 2 SUMMARY OF WORK 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 A. The work will be performed concurrently under a combined contract, AIA Document A101, Standard Form of Agreement between Owner and Contractor, 2007 Edition. 1.4 EXECUTING WORK A. Building Operations: The existing building is occupied and in operation. Carry out and execute the work wit 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 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 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93.0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 01100 Page 3 SUMMARY OF WORK 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. 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 tfor 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. Food Service Equipment scheduled as S.I.O. on Drawings. b. Fire Extinguishers 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01100 Page 4 SUMMARY OF WORK 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. Food Service Equipment scheduled as S.O.I.C. on Drawings. b. Water Softeners scheduled as S.O.I.C. on Drawings. Startup by Owner's vendor. c. Department Signs for Food Service, etc. 1.7 OWNER DIRECTIVES /CHANGES A. 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 A. 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) END OF SECTION 01100 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01230 ALTERNATES PART 1 GENERAL 1.1 RELATED DOCUMENTS 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 alternates. 1.3 DEFINITIONS A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate. B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other work of the Contract. D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. PART 2 PRODUCTS (Not Used) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01230 Page 2 ALTERNATES PART 3 EXECUTION 3.1 SCHEDULE OF ALTERNATES A. ALTERNATE NO. 1: Provide 100% Performance and Payment Bond. 1. If this alternate bid is awarded, then the work includes providing Performance and Payment Bond as described in Document 00100 "Instructions to Bidders ". 2. If this alternate bid is not awarded, then the base bid does not include Performance and Payment Bond. END OF SECTION 01230 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 to 93- 0440 -23 . Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01250 CONTRACT MODIFICATIONS PART 1 GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing contract modifications. B. 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. Percentage of markups by General Contractor, Subcontractors, and Sub - subcontractors shall be as indicated in Division 1 Section "Form of Bid Proposal ". c. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. d. Include a statement indicating the effect the proposed change in the work will have on the contract time. e. Allow 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 and 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 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01250 Page 2 CONTRACT MODIFICATIONS C. Proposal Request Form: Use Change Order Proposal Requests Form included in this Section. 1.3 ALLOWANCES 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 of 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, then submit three copies with original signatures to the Architect for execution and approval by the Owner. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 DOCUMENTATION A Submit proposals and cost documentation in formats shown on the following pages. Forms are available from the Architect in Microsoft Excel format. END OF SECTION 01250 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila Washington 98188 Printed on 12/03/09 SECTION 01250 Page 3 CONTRACT MODIFICATIONS COSTCO WHOLESALE CHANGE ORDER PROPOSAL # PROJECT: Architect #: 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 @ 10.00% $ G.C. Material markup @ 10.00% $ G.C. Markup of Subcontractors @ 5% $ TOTAL OVERHEAD & PROFIT $ SUBTOTAL ITEMS ABOVE $ BONDS & INSURANCE: Gen. Liability Insurance @ ?% $ Payment & Performance Bonds @ 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: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive Tukwila. Washington 98188 MG2 # 93- 0440 -23 Printed on 12/03/09 SECTION 01250 Page 4 CONTRACT MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01250 Page 5 CONTRACT MODIFICATIONS 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 $ $ $ MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive Tukwila. Washington 98188 MG2 # 93- 0440 -23 Printed on 12/03/09 SECTION 01250 Page 6 CONTRACT MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01250 Page 7 CONTRACT MODIFICATIONS QUANTITY RECAP SHEET DESCRIPTION OF WORK Sub - Contractor's Work TOTAL COST QTY LABOR MAT'L EQUIP. $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ , $ $ r TOTAL COSTS THIS SHEET ONLY $ $ $ MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive Tukwila. Washington 98188 MG2 # 93- 0440 -23 Printed on 12/03/09 SECTION 01250 Page 8 CONTRACT MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 a 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 01290 PAYMENT PROCEDURES PART 1 GENERAL 1.1 RELATED DOCUMENTS 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. 1.3 APPLICATIONS FOR PAYMENT GENERAL REQUIREMENTS A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 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 1992 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 Payment Application 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. 1. Match entries and cost amounts on the Payment Application Forms with entries and costs on the General Contractor's Bid Breakdown. 2. Include only amounts of fully executed Change Orders issued prior to the last day of the construction period covered by the application. 3. Provide updated construction schedules when revisions are made. 4. Prepare and submit 3 completed, original application forms for each payment request, each with original signatures and notary seals. F. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 1.4 FIRST APPLICATION FOR PAYMENT A. Prior to any First Application for Payment, provide the Schedule of Submittals and Submittal Review Information as described in Division 1 Section "Submittal Procedures ". B. Submit the following with the First Application for Payment: 1. Schedule of Values. 2. List of subcontractors / material suppliers receiving joint checks. 3. Conditional Lien Waivers. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01290 Page 2 PAYMENT PROCEDURES 4. Contractor's Construction Schedule (CPM), when there are changes made to the Schedule submitted with the Contract. 5. Certificates of insurance and insurance policies. 6. Performance and payment bonds, if required. C. Failure to provide any of the submittal requirements noted above will be cause to reject the Application for Payment. 1.5 EVERY APPLICATION FOR PAYMENT A. Submit, but not limited to, the following: 1. Schedule of Values. 2. List of all subcontractors and material suppliers receiving joint checks for current pay period. 3. Conditional Lien Waivers. 1.6 FINAL APPLICATION FOR PAYMENT A. Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Complete Closeout Procedures and Submittal Closeout Documents. 2. Submit Insurance certificates for products and completed operations. 3. Furnish evidence that outstanding claims have been settled, and taxes, fees, and similar obligations have been paid. 4. Submit the following: a. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims ", together with AIA Document G706A, "Contractor's Affidavit of Release of Liens ". b. AIA Document G707, "Consent of Surety to Final Payment" (if applicable). Submit first page of the "Punch List Report" signed by both the Costco Wholesale Manager and General Contractor. Sign and print names legibly. Attach all other pages from the punch list that are applicable. 1.7 TRANSMITTING APPLICATIONS TO ARCHITECT A. Submit the 3 signed originals of the Conditional Lien Waiver and 3 signed and notarized originals of the payment application to the Architect, together with a letter of transmittal. 1. 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. 2. Send to the Architect using a method ensuring delivery within 24 hours. 3. 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: U.S. Postal Service Use "Express Mail" or "Certified Mail" with Return Receipt showing delivery. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01290 Page 3 PAYMENT PROCEDURES Federal Express Use "Proof of Performance" Service. Similar services by United Parcel Service or other couriers. B. 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. 1.8 PAYMENTS BY OWNER A. When applications for payment are made complete with conditional lien waivers and releases and appropriate documentation described herein, together with review and approval by the Architect, 1. The Owner will make the payment within 15 days of the Architect's approval of the applications for payment. 2. The Owner will issue a "Joint Check ", naming both the General Contractor and the subcontractor / material suppliers as payees, where payment is requested for work by the designated subcontractor / material supplier. 1.9 SCHEDULE OF VALUES A. Administrative Form: Provide the Schedule of Values on the AIA Document G703 Continuation Sheet. B. 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. AIA Document G702 Application and Certificate for Payment. b. Submittals Schedule, as described in Division 1, Section "Submittal Procedures ". c. General Contractor's Bid Breakdown, as described in Document "Form of Bid Proposal ". 2. Submit the Schedule of Values to Architect with the first Application for Payment. C. 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. Architect's project number. d. Contractor's name and address. e. Date of submittal. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01290 Page 4 PAYMENT PROCEDURES 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. Change Orders (numbers) that affect value. d. Dollar value and Percentage of the Contract Sum to nearest one -tenth of a percent, adjusted to total 100 percent. 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. a. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 4. 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 on -site, but not yet installed. 5. Each item in the Schedule of Values and Applications for Payment shall be complete. 6. 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. 1.10 CONDITIONAL 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. The Conditional Lien Waivers shall be on forms or letterhead stationary executed in a manner acceptable to the Architect and Owner. a. Submit 3 completed Conditional Lien Waivers for each Payment request. b. All Conditional Lien Waivers must have original signatures by persons authorized to sign them for the General Contractor and subcontractors / material suppliers. The Conditional Lien Waiver shall be certified by the signer or be notarized where required by State law. c. All Conditional Lien Waivers must include the language "....upon receipt of a check from Costco Wholesale..." d. Use the Conditional 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 Conditional Lien Waivers. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01290 MULVANNYG2 ARCHITECTURE SECTION 01290 Page 5 PAYMENT PROCEDURES COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 From: CONDITIONAL LIEN WAIVER (Name of Firm Giving Release) (Business Phone) Contact Person: SECTION 01290 Page 7 PAYMENT PROCEDURES Project: (Project Name) (Project Address) 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 furnished and/or claims through (date) , 20 only and does not cover any retention or items furnished 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) Dated this (Title) day of , 20 at (City, State) (If required in the project state, please have form notarized.) Subscribed and sworn to before me this (Notary Seal.) day of . 20 (Signature) (Print Name) Notary Public in and for the State of Residing at My commission expires: MULVANNYG2 ARCHITECTURE (City, State) COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01290 Page 8 PAYMENT PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costa) Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01310 PROJECT MEETINGS PART 1 GENERAL 1.1 RELATED DOCUMENTS 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. 1.3 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 3 days of the meeting to the Owner, Contractor, and to everyone concerned. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01310 Page 2 PROJECT MEETINGS Pre- installation Conferences: The General Contractor shall conduct a Pre - installation Conference at project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise the Architect or the assigned representative 7 days in advance of each scheduled conference date. 2. Agenda: The General Contractor shall prepare the conference agenda, and distribute the agenda to all invited attendees. Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. Contract Documents. b. Options. c. Related Change Orders. d. Purchases. e. Deliveries. f. Submittals. g. Review of mockups. h. Possible conflicts. i. Compatibility problems. j. Time schedules. k. Weather limitations. I. Manufacturer's written recommendations. m. Warranty requirements. n. Compatibility of materials. o. Acceptability of substrates. p. Temporary facilities and controls. q. Space and access limitations. r. Regulations of authorities having jurisdiction. s. Testing and inspecting requirements. t. Required performance results. u. Protection of construction and personnel. 3. Minutes: The General Contractor shall record significant discussions and agreements achieved at the conference. Distribute the conference minutes within 3 days of the meeting to the Owner, Architect, to other attendees, and to parties who should have been present at the conference. 4. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. C. Progress Meetings: The General Contractor shall schedule and conduct Progress Meetings at regular weekly intervals at the Project Site. 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_ MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93-0440-23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01310 Page 3 PROJECT MEETINGS 2. Minutes: The General Contractor shall record significant discussions and agreements achieved at the meeting. Distribute meeting minutes within 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. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used END OF SECTION 01310 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION PART1 GENERAL 1.1 RELATED DOCUMENTS 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 "Submittal Procedures" for submitting Weekly Construction Photographs. 1.3 SUBMITTALS A. Construction Schedule: Submit two copies. B. Daily Construction Reports: Submit two copies at weekly intervals. C. Field Condition Reports: Submit two copies at time of discovery of differing conditions. D. Special Reports: Submit two copies at time of unusual event. PART2 PRODUCTS 2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. Prepare a Contractor's Construction Schedule complying with procedures contained in AGC's "Construction Planning & Scheduling." Schedule Time Frame: Extend the Construction Schedule from the date established for commencement of the work to the date of Project Substantial Completion and Final Completion. C. Activities: Comply with the following: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01320 Page 2 CONSTRUCTION PROGRESS DOCUMENTATION Activity Duration: Unless specifically allowed by Architect, define activities so no activity is longer than 20 days. D. Constraints: Include constraints and work restrictions indicated in the Contract Documents 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. 2.2 REPORTS 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. 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 recommendations for changing the Contract Documents. 2.3 WEEKLY CONSTRUCTION PHOTOGRAPHS: Take a minimum 24 digital images to document the progress of construction each week. 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 photographs were taken. Digital Photo Requirements: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98'188 Printed on 12/03/09 SECTION 01320 Page 3 CONSTRUCTION PROGRESS DOCUMENTATION 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 upload file to sitelfolio. 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 Architect and Owner within one 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 Architect and Owner in advance when these events are known or predictable. PART 3 EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At appropriate intervals, update schedule to reflect actual construction progress and activities. Issue schedule updates two 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 report of each such meeting. 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 contractors, 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01320 Page 4 CONSTRUCTION PROGRESS DOCUMENTATION completed their assigned portion of the work and are no longer involved in performance of construction activities. 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. 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. END OF SECTION 01320 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01320 Page 5 CONSTRUCTION PROGRESS DOCUMENTATION WAREHOUSE WEEKLY JOB REPORT MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive Tukwila. Washington 98188 MG2 # 93- 0440 -23 Printed on 12/03/09 Permits Baseline Current ChangeDays Left (Early) Comments Repon tt Week 11 Plogect Cosleo Wholesale Dale Aichnecr Posies, 0 Clearing Permit Addi ass Site Grading 5 Costco PM Budding GC P51 Ott Site Permit 5 MG2 PM BUILDING MILESTONE Completion Dates Contract Dale Current Change Days Loll (Early) Comments HOT ISSUES Site Clem & Gmhbnud CITY St ippmn Mass Excavation 8 G, ailing Pad Ready COSTCO Slab Complete Stmt Motel Bldg M0101 Bldg Complole Install RCIri,,o,oIion Boxes ARCHITECT Slit Relrigombon Paving Complete Rebnlnralion Complete Meta/Bakery /Deli Complete Per manure Pow°, CONTRACTOR Telephone Enhance Cable Temp Ceidhcato of Occupancy Receive Merchandise Gland Opening CONSULTANT MEETINGS /SITE VISITS Pro Co,,shuctio,, Pie Slab on Grade Thud Vrsd SUPPLIERS Punch List Exile Meetings OFF -SITE WORK Percentage Completed Projected Completion COMMENTS Grndina Utilities DoIeoIion Bash, Paving Cudts Sinnol,zalion Landscaping ON•SITE WORK Graffirm Detention Basin Retaining Wags Utilities Light Poles Paving Curbing Landscaping Permanent Power Permanent Water Pernanent Gas Pei manenl Telephone Conan Conduit to G S Pad Ready BUILDING Foundations Un,lc,slalt Utilities Slab hlasony Walls Wain Budding Steel Tee Center Steel Canopy Steel Steel Wall Panels War ehonse Roof Skylights HVAC Ovmhend Electrical Overhead PlienbnugfGas Overhear) Sprinklers 011ices/Reslroo,ns Refrigeration Mezzanine Rob ige,ation Panels Refrigeration Piping POS Boxes Food Service Baker ylMen5Deli!C hicken Island Cases Phau,acy Optical Mils Lab Receiving Cure Canopy Fensho, The Comer Elah Tee Center, Frr,rshos MEP Tam Mloe AN Funshes OWNERS EOUIP. INSTALLATION MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive Tukwila. Washington 98188 MG2 # 93- 0440 -23 Printed on 12/03/09 SECTION 01320 Page 6 CONSTRUCTION PROGRESS DOCUMENTATION (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03109 SECTION 01330 SUBMITTAL PROCEDURES PART1 GENERAL 1.1 RELATED DOCUMENTS 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: 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 Section 01336 "Conformance Submittal 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 Submittal 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 Submittal 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 01330 Page 2 SUBMITTAL PROCEDURES 1.4 SUBMITTAL PROCEDURES 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. Time for review shall commence on Architect's receipt of submittal. 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. 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. 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. 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. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01330 Page 3 SUBMITTAL PROCEDURES 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. PART2 PRODUCTS 2.1 CONFORMANCE CERTIFICATION REQUIREMENTS A. See Section 01336 "Conformance Submittal 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, provide a Product Conformance Certification List indicating the manufacturer of the product that was incorporated into the work. D. Sign the "Product Conformance Certification" form and forward along with the Product 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 "Product Conformance Certification" 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. 3. Provide substitution submittals to the Architect for approval following procedures for "Action Submittals ". 2.2 ACTION SUBMITTAL REQUIREMENTS A. Schedule of Submittals: 1. Prior to any First Application for Payment, submit the following: a. Submittals Schedule: Submit three copies, arranged with the following information in a tabular format: 1) Scheduled date for first submittal. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01330 Page 4 SUBMITTAL PROCEDURES 2) Specification Section number and title. 3) Submittal category (action or informational). 4) Name of subcontractor. 5) Description of the Work covered. 6) Scheduled date for Architect's final release or approval. 2. Prior to the First Application for Payment for Building Work, provide submittal review information for all required submittals. B. Application for Payment: Comply with requirements in Division 1 Section "Payment Procedures." C. Schedule of Values: Comply with requirements in Division 1 Section "Payment Procedures." D. 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. E. 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. Submit 5 copies. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslca Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01330 Page 5 SUBMITTAL PROCEDURES F. 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 5 full -size bond copies of each sheet of shop drawings. Architect will returned one copy showing all review comments. Contractor shall make and distribute additional copies as required. 2. Preparation: Include the following information, as applicable: 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. 4. Submit 5 copies, unless otherwise noted in the Technical Specifications. G. 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, 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. H. 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 3 sets of paired units that show approximate limits of the variations. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01330 Page 6 SUBMITTAL PROCEDURES 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. 2.3 INFORMATIONAL SUBMITTAL REQUIREMENTS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. 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. 2. 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. C. 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. D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. E. 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. F. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project. 2.4 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01330 Page 7 SUBMITTAL PROCEDURES 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. D. Approved Substitutions require that ALL submittal requirements noted in the applicable Specification Section be met. PART 3 EXECUTION 3.1 CONTRACTOR'S REVIEW 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 REVIEW A. Compliance: Compliance with the Construction Documents, including specified characteristics, is Contractor's responsibility. Review by the Architect and Architect's Consultant does not relieve the Contractor from responsibility for error and omissions, which may exist in the submitted data. Approval of submittals does not release Contractor from a proper installation, compliance with applicable codes, or coordination of the Work. B. Architect will not review submittals that do not bear Contractor's approval stamp and may discard 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. END OF SECTION 01330 MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 tt 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01330 Page 8 SUBMITTAL PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 il 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 Urgent SECTION 01330 Page 9 SUBMITTAL PROCEDURES Submittal CSI No: BMITTAL TRANBMITTA Date: Architect #: Contractor: ❑ Shop Drawings ❑ Product Data ❑ Samples Submittal Description: Number of Sheets: ❑ Catalogs / Books Date: Supplier / Subcontractor / Manufacturer: Distributed To Sent To / On Date Received No. of Copies Architect Consultant Architect Contractor Subcontractor Owner Other 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 Reviewer Comments: Attachments Reviewed By: Date: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive Tukwila. Washington 98188 MG2 # 93- 0440 -23 Printed on 12/03/09 uo!s!niQ Iefl!Wgns Ie!J TE N Iefl!WgnS — SECTION 01330 Page 10 SUBMITTAL PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03109 SECTION 01330 Page 11 SUBMITTAL PROCEDURES Project Closeout Submittal: Submit to the Architect the Conformance Certification List that indicates: 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) MULVANNYG2 ARCHITECTURE Date COSTCO WHOLESALE Foocl Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01330 Page 12 SUBMITTAL PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01335 ACTION SUBMITTAL LISTS PART1 GENERAL 1.1 RELATED DOCUMENTS 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 lists of Action Submittals for Architect's use, required by individual Specification Sections. B. For the sake of brevity, submittals in the list were classified into general categories identified by the headings. 1.3 SCHEDULE OF SUBMITTALS: A. See Division 1 Section "Submittal Procedures" for instructions on submittals required by the technical specifications. B. Divisions 2 "Sitework ", Division 13 "Special Construction ", Division 15 "Mechanical ", and Division 16 "Electrical" may have other submittal requirements. 1. These sections are often prepared by consultants retained for this project. 2. If submittal requirements in these divisions are not listed below, then examine those specifications to determine the necessary submittals, and comply with the requirements. 1.4 PRODUCT DATA SUBMITTALS DIVISION 3 CONCRETE 03200 - Concrete Reinforcement Product Data 03320 — Concrete Slab Patching and Repair, Mix Design 03320 — Concrete Slab Patching and Repair, Product Data DIVISION 7 THERMAL AND MOISTURE PROTECTION 07510 - Built -Up Roofing Repair Materials DIVISION 15 MECHANICAL 15250 - Mechanical Insulation Product Data 15400 - Soil, Waste and Drainage Product Data 15410 - Piping System Product Data . 15420 - Domestic Water System Product Data 15450 - Plumbing Fixture Product Data 15470 - Special Piping Product Data 15880 - Air Distribution System Shop Drawings 15880 - Air Distribution System Product Data DIVISION 16 ELECTRICAL 1.5 SHOP DRAWING SUBMITTALS MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01335 Page 2 ACTION SUBMITTAL LISTS DIVISION 3 CONCRETE 03200 - Concrete Reinforcement Shop Drawings DIVISION 5 METALS 05500 - Metal Fabrications, Shop Drawings DIVISION 15 MECHANICAL 15450 - Plumbing Fixture Rough -In Drawings 15850 - Aft Handling Equipment Shop Drawings 1.6 SAMPLE SUBMITTALS DIVISION 7 THERMAL AND MOISTURE PROTECTION 07920 - Joint Sealant Samples DIVISION 8 DOORS AND WINDOWS 08800 - Glass and Glazing Samples DIVISION 9 FINISHES 09900 - Paint Samples 1.7 SCHEDULE / APPLICATION LIST SUBMITTALS DIVISION 7 THERMAL AND MOISTURE PROTECTION 07510 - Built -Up Roofing Repair Manufacturer Publications 07510 - Built -Up Roofing Repair Warranty 1.9 MANUAL SUBMITTALS 07510 - Built -Up Roofing Repair Maintenance Data 07710 - Roof Curb and Accessories Maintenance Data END OF SECTION 01335 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01336 CONFORMANCE SUBMITTAL LISTS PART1 GENERAL 1.1 RELATED DOCUMENTS 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 lists technical sections where "Conformance Submittals" are allowed. These include product data, graphics and records for materials that do not require Architect's approval before being incorporated into the Work. B. Where products in these sections get incorporated into the work are exactly as specified, use the "Product Conformance Certification" form included in Division 1 Section "Submittal Procedures." C. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. 1.3 CONFORMANCE SUBMITTALS LIST - Sections where only "Conformance Submittals" are required. DIVISION 3 CONCRETE 03320 - Concrete Slab Patching and Repair, Curing Compound 03320 - Concrete Slab Patching and Repair, Seal and Hardener 03320 - Concrete Slab Patching and Repair, Joint Fillers DIVISION 6 WOOD AND PLASTICS 06105 — Miscellaneous Carpentry Certificates 06105 - Miscellaneous Carpentry Wood Treatment Data 06105 — Miscellaneous Carpentry Material Test Reports DIVISION 7 THERMAL AND MOISTURE PROTECTION 07200 - Building Insulation Material List 07510 - Built -Up Bituminous Roofing Certification 07510 - Built -Up Bituminous Quality Controller 07510 - Built -Up Bituminous Roofing Shop Drawings 07510 - Built -Up Bituminous Roofing Warranty 07510 - Built -Up Bituminous Roofing Installation Instructions 07620 - Sheet Metal Flashing & Trim Product Data 07620 - Sheet Metal Flashing & Trim Shop Drawings 07620 - Sheet Metal Flashing & Trim Samples 07710 - Roof Curb and Accessories Product Data 07710 - Roof Curb and Accessories Shop Drawings 07920 - Joint Sealants Product Data 07920 - Joint Sealants Field Test Reports 07920 - Joint Sealants Compatibility and Adhesion Test Reports 07920 - Joint Sealants Product Certificates MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01336 Page 2 CONFORMANCE SUBMITTAL LISTS DIVISION 8 DOORS AND WINDOWS 08150 - Door, Frame, and Hardware Product Data 08150 - Door, Frame, and Hardware Shop Drawings 08150 - Door, Frame, and Hardware Door Schedule DIVISION 9 FINISHES 09260 - Gypsum Board Assemby Product Data 09510 - Acoustic Ceiling Product Data 09510 - Acoustic Ceiling Coordinate Drawings 09510 - Acoustic Ceiling Samples 09650 - Resilient Flooring Product Data 09700 — Polymer Flooring Product Data 09700 — Polymer Flooring Samples 09770 — Fiberglass Reinforced Plastic Panels (FRPP) Product Data 09770 — Fiberglass Reinforced Plastic Panels (FRPP) Shop Drawings 09770 - Fiberglass Reinforced Plastic Panel (FRPP) Samples 09770 — Fiberglass Reinforced Plastic Panels (FRPP) Test Reports 09770 — Fiberglass Reinforced Plastic Panels (FRPP) Certificates 09900 — Paint Product Data DIVISION 10 SPECIALTIES 10265 — Impact Resistant Wall Protection Product Data 10265 — Impact Resistant Wall Protection Samples END OF SECTION 01336 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01400 QUALITY REQUIREMENTS PART1 GENERAL 1.1 RELATED DOCUMENTS 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. 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 RESPONSIBILITIES 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. 1.4 DEFINITIONS 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. 1.5 SUBMITTALS A. Inspectors and testing laboratories shall submit written inspection and test result reports. B. Inspectors and testing laboratories shall distribute copies of reports to: 1. Architect 2. Owner 3. Contractor 4. Engineer MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12!03/09 SECTION 01400 Page 2 QUALITY REQUIREMENTS 5. Building department or other authority having jurisdiction over the Work. 1.6 QUALITY ASSURANCE 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 24 hours before work required inspection is started. 1.7 COSTS A. Owner: Costs for inspections and tests required by Building Officials and requested by Owner will be paid by the Owner. B. 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. • C. Inspection and testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor and paid for by the Contractor. PART2 PRODUCTS 2.1 CLIENT COORDINATION A. General Requirements 1. Attend all pre- construction and job -site meetings. 2. Review all drawings and specifications. 3. Prepare written reports of test results on a timely basis. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01400 Page 3 QUALITY REQUIREMENTS 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 A. 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: Building Construction and Materials Testing, as required by technical specifications. PART 3 EXECUTION (Not Used) END OF SECTION 01400 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01400 Page 4 QUALITY REQUIREMENTS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12!03/09 SECTION 01420 REFERENCES PART 1 GENERAL 1.1 RELATED DOCUMENTS 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. B. "Approved ": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed ": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." D. "Indicated ": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations ": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish ": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install ": 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 ": Furnish and install, complete and ready for the intended use. I. "Project Site ": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93-0440-23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01420 Page 2 REFERENCES Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. D. 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. 1.4 ABBREVIATIONS AND ACRONYMS A. 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 Thomson Gale's "Encyclopedia of Associations ", Columbia Books' "National Trade & Professional Associations of the U.S. ", or similar publications applicable to Project's location. B. 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 sites are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. IAPMO International Association of Plumbing and Mechanical Officials (909) 472 -4100 www.iapmo.org ICC International Code Council (888) 422 -7233 www.iccsafe.org ICC -ES ICC Evaluation Service, Inc. (800) 423 -6587 www.icc - es.org (562) 699 -0543 UBC Uniform Building Code (See ICC) ISO International Standards Organization (800) 423 -6587 www.iso.org MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01420 Page 3 REFERENCES C. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act (ADA) (800) 872 -2253 Architectural Barriers Act (ABA) (202) 272 -0080 Accessibility Guidelines for Buildings and Facilities Available from U.S. Access Board www.access- board.gov FED -STD Federal Standard (See FS) FS Federal Specification Available from Department of Defense Single Stock Point http: / /dodssp.daps.dla.mil Available from Defense Standardization Program www.dps.dla.mil (215) 697 -2664 Available from General Services Administration (202) 619 -8925 www.gsa.gov Available from National Institute of Building Sciences (202) 289 -7800 www.wbdg.org /ccb FTMS Federal Test Method Standard (See FS) MIL (See MILSPEC) MIL -STD (See MILSPEC) MILSPEC Military Specification and Standards Available from Department of Defense Single Stock Point http: / /dodssp.daps.dla.mil (215) 697 -2664 UFAS Uniform Federal Accessibility Standards (800) 872 -2253 Available from Access Board (202) 272 -0080 www.access-board.gov PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01420 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 (This Page Intentionally Left Blank) MULVANNYG2ARCHITECTURE 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01500 TEMPORARY CONSTRUCTION FACILITIES PART1 GENERAL 1.1 RELATED DOCUMENTS 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 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 2.1 MATERIALS 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. 2.2 EQUIPMENT 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01500 Page 2 TEMPORARY CONSTRUCTION FACILITIES 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. 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. E. 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. F. 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. G. 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 A. Provide the following required project staff: 1. Project Manager: One minimum, may be part -time and located off -site, to oversee and supervise the entire project, and be responsible for the managing / estimating of the all phases of the entire project. 2. Job Superintendent: One minimum, required on -site full -time, to provide overall administrative and technical direction for the Project. 3. Project Engineer: One minimum, may be part -time and located off -site, to support superintendent and project manager by performing administrative and technical functions. 4. Secretary: One minimum, recommended full -time and located on site, to support field staff. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01500 Page 3 TEMPORARY CONSTRUCTION FACILITIES PART 3 EXECUTION 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 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. 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 10 and NFPA 241. END OF SECTION 01500 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01500 Page 4 TEMPORARY CONSTRUCTION FACILITIES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01700 EXECUTION REQUIREMENTS PART1 GENERAL 1.1 RELATED DOCUMENTS 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 long -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 A. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01700 Page 2 EXECUTION REQUIREMENTS PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 EXAMINATION 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. 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. 1. Prepare the RFI using the standard form at the end of this section, following the instructions included with the form. 3.3 INSTALLATION 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. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01700 Page 3 EXECUTION REQUIREMENTS C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. 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. 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 03320 for tire use on concrete surfaces. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01700 Page 4 EXECUTION REQUIREMENTS 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. Assign each RFI consecutive four (4) digit numbers starting with "0001 ", limiting each RFI to one subject only. 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. END OF SECTION 01700 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 Urgent Q Need Response By: Project: Owner: SECTION 01700 Page 5 EXECUTION REQUIREMENTS RFI No.: Date: Architect #: Contractor: Subject: Reference: ❑ Civil ❑ Architectural ❑ Structural ❑ Mechanical ❑ Electrical Attachments: Requested By: Cost Impact ❑ Time Impact ❑ Estimated Cost $ Distributed To Sent To On Date Received Response Sent Architect . Consultant Architect • Contractor Subcontractor Owner Other • 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: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01700 Page 6 EXECUTION REQUIREMENTS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 MULVANNYG2 ARCHITECTURE SECTION 01731 CUTTING AND PATCHING PART1 GENERAL 1.1 RELATED DOCUMENTS 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 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. COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 = 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01731 Page 2 CUTTING AND PATCHING 1.4 WARRANTY 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. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of existing materials. PART 3 EXECUTION 3.1 EXAMINATION 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. 3.2 PREPARATION 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01731 Page 3 CUTTING AND PATCHING 3.3 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 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: Cut using a cutting machine, such as an abrasive saw or a diamond - core drill. 4. 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. 5. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 ti 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01731 Page 4 CUTTING AND PATCHING 3.4 CLEAN UP A. Contractor shall, during the progress and at the conclusion of work, remove all waste, dirt and debris resulting from the work of all contractors and subcontractors within the designated work space and dispose of at the contractor's expense. END OF SECTION 01731 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Foocl Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01770 CLOSEOUT PROCEDURES 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 A. This Section includes administrative and procedural requirements for Contract Closeout, including, but not limited to, the following: 1. Pre - Substantial Completion Requirements including Insurance and Utility requirements, Clean up and Submittal Requirements. 2. Substantial Completion Requirements 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 REQUIREMENTS A. 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. B. Occupancy Permit: Obtain the Occupancy Permit prior to date of Punch List visit. C. Racking must be in place prior to requesting the Substantial Completion Certification. D. 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. E. Insurance: Notify and make arrangements to transfer the insurance to the Owner. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01770 Page 2 CLOSEOUT PROCEDURES F. Temporary Facilities: Terminate and remove temporary facilities from Project site, along with construction tools and similar elements. G. Testing of Systems: Complete startup testing of systems. H. Change Over of Locks: Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of change over in security provisions. 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. K. Fire sprinkler installation "Conformance Submittal ": Submit the completed and signed submittal located in Section 13910 Fire Sprinkler. Form is at the end of this section. 1A SUBSTANTIAL COMPLETION REQUIREMENTS AND PUNCH LISTS A. The Owner and Architect (including consultants) will create the Final Punch List. 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 The Architect will issue a Certificate of Substantial Completion after the visit 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 7 calendar days of the date of Substantial Completion, the Contractor shall complete the Punch List items. 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. 2. Show materials, size and depth from surface of said installations as well as line followed. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive Tukwila. Washington 98188 MG2 4 93- 0440 -23 Printed on 12/03/09 SECTION 01770 Page 3 CLOSEOUT PROCEDURES 3. Show exact location of all utilities underground within the construction limits. 4. Provide two (2) copies, marked to reflect record (as- built) conditions. B. Record Drawing Submittals including, but not limited to, 1. Drawings for Architectural, 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 / Building Permits. Bound into Warranty and Guarantee Submittal Binders. Include certificates /permits. F. Keying Schedule G. 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. H. Warranties, Work Guarantees and Bonds. I. Obtain Bonds and Maintenance Agreements. J. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93-0440-23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01770 Page 4 CLOSEOUT PROCEDURES 2. Review of documentation. 3. Operations. 4. Adjustments. 5. Troubleshooting. 6. Maintenance. 7. Repair. PART 2 CLEANUP REQUIREMENTS 2.1 CLEANUP 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. 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 certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, in areas disturbed by construction activities, of rubbish, waste material, litter, and other foreign substances. b. Remove tools, construction equipment, machinery, and surplus material from Project site. c. 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. d. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, and similar spaces. e. Sweep concrete floors broom clean. f. Clean transparent materials, including 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 glass, taking care not to scratch surfaces. g. Remove labels that are not permanent. h. 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. i. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. j. Replace parts subject to unusual operating conditions. k. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. I. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 01770 Page 5 CLOSEOUT PROCEDURES m. Clean ducts, blowers, and coils if units were operated without filters during construction. n. Clean light 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Prmteci on 12/03/09 SECTION 01770 Page 6 CLOSEOUT PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03r09 Costco Project Location: General Contractor: Fire Suppression SECTION 01770 Page 7 CLOSEOUT PROCEDURES CONFORMANCE SUBMITTAL FIRE SPRINKLER SYSTEM (City, State) (Company Name, Phone Number) (Address) System Sub - Contractor: (Company Name, Phone Number) (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 Pendent 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 Pendent Sprinkler Heads were installed according to the attached detail, including minimum lengths, materials, and sizes. General Contractor: Fire Suppression (Signature of the Authorized Agent of the General Contractor) (Print Name of the Authorized Agent of the General Contractor) System 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) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 01770 Page 8 CLOSEOUT PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01770 Page 9 CLOSEOUT PROCEDURES INSTALLATION PROCEDURE 1, LOCATE HOLE AND REOUIP..ED SPRINKLER PROTECTION IN ACCORDANCE W11-1 NFP3. 13 OBSTRUCTION CRITERIA. SSP T;PE SPRINKLERS). 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. SUPPLY FROM WET F'IF'E SPRINKLER SYSTEM cJ w J in ri FR FEED OPTION 8 2 -3/4" DIAMETER —•... HOLE IN CEILING 1 FREEZER, AREA SPRINKLER CUP -' HI _ - - -- SIJPPLY FROM WET PIPE SPRINKLER SYSTEM FEED OPTION A, 1" 1IPT TEE WITH PLLIG NYLON TIES — TYCO RUBBR SEAL BOOT MOD. DSB -2 DRY SPRINKLER BARREL FREEZER AREA -- TYCO MODEL TY5255 200'F RECESSED DRY PENDENT SPRINKLER (DO NOT USE FLUSH ESCUTCHEON) NOTE: DRY BOUT: FOLLOW MFG INSTALLATION REQUIREMENTS A DPLIC.A TI rt N .EZER,•J /COOLER DRY PE(`JG)E(`J T RIP....•!I':LER NTS NOTE: CONTRACTOR TO SEAL CONCEALED DRY PENDENT SPRINKLERS AT FREEZER; COOLER USING ONE OF THE APPUCATIONS ABOVE. 110 OTHER SEALANTS ARE PERMITTED, MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01770 Page 10 CLOSEOUT PROCEDURES INS TALL A TI ON PROCEDURE 1. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REOUIREMENTS. LJ -1- FROM VET PIPE SPRINKLER SYSTEM Fe FEED ._ OP1101,1 El --- ..-- NYLON TIES 2-1/2 " DIAMETER „.... .„.... -.-.....---- — MODEL DSD-2 HOLE IN CEIUNC , FEED -,• \, . OPTIo• ' . ,,,/ DRY SPRINKLER • .„ _— FROM WET PIPE SPRINKLER SYSTEM TEE W/ PLUG DRY DROP ,• FREEZER AREA SPRINKLER CUP CO'vER PLATE BOOT FREEZER AREA ''--- TYCO MODEL TY3535 200T CONCEALED DRY PENDENT SPRINKLER NOTE: DRY sour! FOLLOW I,IFG INSTALLATION REQUIREMENTS LOW S TOC „L, PPLICA TI C.) N FREEZER /rOOLI-R DRY PENDENT 'SP NTS Ni-:•1F• CONTRACTOR TO SEAL CONCEALED DRY PENDENT SPRINKLERS AT FREEZER/COOLER USING ONE OF THE APPLICATIONS ABOVE, NO OTHER SEALANTS ARE PERMITTED. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93-0440-23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01780 PROJECT CLOSEOUT DOCUMENTS 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 A. This Section includes requirements for Contract Closeout, including but not limited to the following: 1. Warranties 2. Operation and Maintenance Manuals. 1.3 WARRANTY SUBMITTALS A. Submittal: On request of the Architect, submit written warranties for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. 1. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. B. Include all warranties and bonds into the same heavy -duty, 3 -ring, vinyl- covered, loose - leaf binders, thickness as necessary to accommodate contents, and sized to receive 8- 1/2 -by -11 -inch paper. 1. Provide heavy paper dividers with plastic- covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 2. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. 3. Provide additional copies of each warranty to include in operation and maintenance manuals. 4. Include the installer trade, firm name, and individual contact and telephone number with the Warranty Binders. 5. Deliver Warranty Binders to the Architect as part of the Contract Closeout documentation. 1.4 ONE YEAR WARRANTIES AND GUARANTEES IN THIS PROJECT 11410 — Refrigeration Installation Work 1.5 TWO YEAR WARRANTIES AND GUARANTEES IN THIS PROJECT 07920 - Joint Sealants 08710 — Hinges & Electric Strikes 09700 - Polymer Flooring, Joints and Finishes Warranty MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive • NMG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01780 Page 2 PROJECT CLOSEOUT DOCUMENTS 1.7 FOUR YEAR WARRANTIES AND GUARANTEES IN THIS PROJECT 08710 - Door Locksets (4 years) 1.8 FIVE YEAR WARRANTIES AND GUARANTEES IN THIS PROJECT 03320 — Concrete Slab Patching and Repair, Joint Filler Warranty 06105 — Miscellaneous Carpentry Warranty 09700 - Polymer Flooring, Limited Warranty including Repairs 09770 — Fiberglass Reinforced Plastic Panels (FRPP) 1.11 ELEVEN YEAR WARRANTIES AND GUARANTEES IN THIS PROJECT 08710 - Door Closers (11 years) 1.13 TWENTY YEAR WARRANTIES AND GUARANTEES IN THIS PROJECT 03320 - Concrete Slab Patching and Repair, Seal and Hardener Warranty 07710 — Roof Curbs and Accessories PART 2 LIST OF EXTERIOR MATERIALS (Not Applicable) PART 3 OPERATION AND MAINTENANCE MANUALS 3.1 MANUAL REQUIREMENTS A. Prepare and submit Operation and Maintenance (0 & M) Manuals for each of the disciplines as listed in the technical specifications. Architect will return manuals with comments if they are incomplete. B. Operation and Maintenance Manuals shall contain the following: 1. Operation Data: a. Emergency instructions and procedures. b. System, subsystem and equipment descriptions, including operating standards. c. Operating procedures, including startup, shutdown, seasonal, and weekend operations. d. Description of controls and sequence of operations. e. Piping diagrams. 2. Maintenance Data: a. Manufacturer's information, including list of spare parts. b. Name, address, and telephone number of installer or supplier. c. Maintenance procedures. d. Maintenance and service schedules for preventive and routine maintenance. e. Maintenance record forms. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01780 Page 3 PROJECT CLOSEOUT DOCUMENTS f. Sources of spare parts and maintenance materials. g. Copies of maintenance service agreements. h. Copies of warranties and bonds. 3. Provide additional copies of each warranty to include in operation and maintenance manuals. C. Prepare PDF files of the Operation and Maintenance Manuals, assembled into specific sections and divisions reflecting the Project Manual contents. 1. Prepare compact disks using CD or DVD media, containing Oa& M Manual PDF files. Use an optical medium that permits normal access by ordinary computer equipment. 2. Identify O &M Manual Compact Disks compact disks with prepared labels that describe the disk contents - including project location, name of Contractor, date of project, and specification sections or division that describe the work. 3. Deliver four copies of the O &M Manual Compact Disks to the Architect as part of the Contract Closeout documentation. D. Site'folio Requirements: Post the 0 & M Manual PDF files to sitelfolio to allow Internet use by others. Information on this procedure is available in "Costco Wholesale sitelfolio General Contractor User Guide" appended to the Project Manual. COSTCO WHOLESALE Food Service Remodel END OF SECTION 01780 MULVANNYG2 ARCHITECTURE 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 01780 Page 4 PROJECT CLOSEOUT DOCUMENTS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03100 CONCRETE FORMWORK 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 all concrete formwork required. 1.3 STRUCTURAL NOTES A. Refer to the Structural Notes indicated on the Drawings. 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. Keep one copy of ACI Field Reference Manual (SP -15) containing ACI 301 and ACI 302 in Contractor's jobsite office. 2. ACI 301, "Specifications for Structural Concrete for Buildings ". 3. ACI 302, "Guide for Concrete Floor and Slab Construction ". 4. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 5. ACI 318 / 318M, "Building Code Requirements for Reinforced Concrete." 1.5 COORDINATION A. Compare Architectural, Structural, Mechanical, and Electrical Drawings to insure correct and complete installation of embedded items. Allow other trades necessary time and facilities. Bring all discrepancies to the attention of the Architect prior to commencing formwork. PART2 PRODUCTS 2.1 FORM MATERIALS: Comply with ACI 301 (CAN /CSA A23.1/A23.2, if applicable). A. Plywood Forms - All Exposed Work: New "Plyform" grade Douglas Fir or APA B -B Plyform, Class 1 Grade. All forms shall be sound, undamaged sheets with clean true edges, sealed and factory treated with form sealer. Thicknesses as required to support concrete at rate poured with no bowing of forms between supports. If forms are not new, obtain approval before using. B. Steel Forms: Minimum 16 -gauge thick, stiffened to support weight of concrete with minimum of deflection. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03100 Page 2 CONCRETE FORMWORK C. Interior Floor Slab Forms: Forms may be made of any rigid material capable of maintaining the required tolerances and producing a sharp, neat construction joint. Acceptable form materials include: 1. Carefully planed softwood 2 inches (51 mm) nominal thickness. 2. Common lumber with an adjustable steel edge at the top. 3. Long lengths of laminated wood (Microlam). D. Form Ties 1. For exposed to view surfaces use snap -off metal of fixed lengths with removable standard one -inch (25 -mm) size cones, with minimum 3/4 -inch (19 mm) break off depth from surface. Fill tie holes with dry cement mortar and ram solid. 2. For unexposed surfaces, not permanently exposed to view, form ties may be cut off flush with the formed surface. a. Product: Dayton "Sure- Grip ", Richmond "Snap- Ties ", Dayton /Richmond Concrete Accessories, 7777 Washington Village Drive, Suite 130, Dayton, OH 45459, Ph: (888) 977 -9600 or (937) 428 -6360, Fax: (937) 428 -9560, Em: ToddFraker @daytonsuperior.com; www.daytonrichmond.com. 3. Space ties at maximum 24 inches (600 mm) on center each way, type recommended by manufacturer for conditions of installations. 4. Wire ties and wood spacers are not permitted. Form - Release Agent: Commercially formulated form - release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate form - release agent with rust inhibitor for steel form- facing materials. F. Chamfer strips of smooth and continuous material, 3/4 -inch (19 -mm) legs and one -inch (25 -mm) face at 45 -deg angle. PART 3 EXECUTION 3.1 FORM WORKMANSHIP A. General: 1. Conform to shape, lines, and dimensions indicated on the Drawings. Erect formwork, shoring and bracing to achieve design requirements. Brace and tie together to insure that position and shape are maintained and to ensure stability of formwork. 2. Where exposed, make joints in plywood flush in regular pattern, and as inconspicuous as possible. 3. Provide access openings as required for cleaning and inspection of forms and embedded items prior to placing concrete. 4. If forms are re -used, clean and re -coat with approved form sealer. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03100 Page 3 CONCRETE FORMWORK B. Erection of Interior Floor Slab Forms: 1. Erect a side form at each construction joint indicated on the drawings. Top edges of side forms shall be these requirements: a. The elevation difference between two points 10 feet (3 m) apart, measured down the length of any form, shall not exceed 1/8 inch. b. The elevation difference between adjacent forms, measured at right angles to the forms, shall not exceed 1/8 inch (3 mm). 3.2 TREATMENT OF FORMS A. Plywood forms: 1. For surfaces to be painted, use silicone -type bond breaker, or approved equal, applied in accordance with manufacturer's recommendations. 2. Coat other surfaces with approved stainless form oil, using minimum quantity required for satisfactory removal. 3. Apply form release agents to formwork in accordance with manufacturer's instructions, prior to placing accessories and reinforcement. Do not apply form release agent where concrete surfaces will receive special finishes or coating which are affected by the agents. 4. Clean forms as erection proceeds, to remove foreign matter. 3.3 CORING A. Provide coring of slabs and walls as required and approved. 3.4 INSERTS, EMBEDDED COMPONENTS, ANCHORS AND OPENINGS A. Provide formed openings where required for work to be embedded in and passing through concrete members. B. Coordinate work of other sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, anchors, and all other inserts. C. Install concrete accessories straight, level and plumb, unless indicated on the Drawings otherwise. D. Install anchors furnished by fabricator in accordance with approved setting drawings of the material involved. Approved dovetail -type of 22- gauge, 1 x 1 inch (25 x 25 mm) galvanized steel with removable insert. 3.5 REMOVAL OF FORMS A. Do not remove forms, shoring, and bracing until concrete has sufficient strength to support its own weight and construction loads which may be imposed upon it. Remove forms progressively so no unbalanced loads are imposed on structure. B. Remove forms without damage to concrete surfaces. Repair all blemishes to Architect's satisfaction. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03100 Page 4 CONCRETE FORMWORK END OF SECTION 03100 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03200 CONCRETE REINFORCEMENT 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 specifies steel reinforcement for cast -in place concrete, including materials, and placement procedures: 1.3 STRUCTURAL NOTES A. Refer to the structural notes as indicated on the drawings, for all grades and strengths of reinforcement. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement. C. Welding Certificates. D. Material Certificates: For each of the following, signed by manufacturers: 1. Steel reinforcement and accessories. 1.5 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.4/D1.4M, "Structural Welding Code, Reinforcing Steel" B. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. Keep one copy of ACI Field Reference Manual (SP -15) containing ACI 301 and ACI 302 in Contractor's jobsite office. 2. ACI 301, "Specifications for Structural Concrete for Buildings ". 3. ACI 302, "Guide for Concrete Floor and Slab Construction ". 4. ACI 305 "Hot Weather Concreting" 5. ACI 306 "Cold Weather Concreting" 6. ACI 309 "Standard Practice for Consolidation of Concrete" 7. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 8. ACI 318 / 318M, "Building Code Requirements for Reinforced Concrete." MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03200 Page 2 CONCRETE REINFORCEMENT C. Pre - installation Conference: Conduct conference at Project site. Review construction contraction and isolation joints, and joint - filler strips, steel reinforcement installation, floor and slab flatness and levelness measurement, and concrete protection. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle steel reinforcement to prevent bending and damage. PART2 PRODUCTS 2.1 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615 / A 615M, Grade 60, deformed. B. Plain -Steel Wire: ASTM A 82 / A 82M, galvanized. C. Plain -Steel Welded Wire Reinforcement: ASTM A 185 / A 185, plain, fabricated from as -drawn steel wire into flat sheets. 2.2 REINFORCEMENT ACCESSORIES A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 2.3 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." PART 3 EXECUTION 3.1 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would reduce bond to concrete. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. Weld reinforcing bars according to AWS D1.4 / D1.4M (CAN /CSA W186, if applicable), where indicated. D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 03200 Page 3 CONCRETE REINFORCEMENT E. Install welded wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. 3.2 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. 1. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. 2. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam - girder intersection. 3. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. 4. Space vertical joints in walls as indicated or industry recommended. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible. 5. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 6. Use epoxy- bonding adhesive at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. C. Shrinkage Joints in Slabs -on- Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct shrinkage joints for a depth equal to at least 1 -1/4 inch (32 mm) using tools and methods described in Division 3 "Cast -In- Place Concrete Floor Slab." D. Isolation Joints in Slabs -on- Grade: Where isolation joints are shown on drawings, install joint - filler strips at slab junctions with vertical surfaces after removing formwork. Use at column pedestals, foundation walls, grade beams, and other locations where indicated. 1. Extend joint - filler strips full width and depth of joint, terminating flush with finished concrete surface, unless otherwise indicated. 2. Terminate full -width joint - filler strips not less than 1/2 inch (13 mm) or more than one inch (25 mm) below finished concrete surface where joint sealants, specified in Division 7 Section "Joint Sealants" are indicated. 3. Install joint - filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together. 3.3 FIELD QUALITY CONTROL A. Testing and Inspecting: Engage a qualified testing and inspecting agency to perform tests and inspections and to submit reports. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03200 Page 4 CONCRETE REINFORCEMENT Inspections: 1. Steel reinforcement placement. 2. Steel reinforcement welding. END OF SECTION 03200 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03,09 SECTION 03320 CONCRETE SLAB PATCHING AND REPAIR 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 all cast -in -place portland cement concrete work in the building, including all interior concrete work where cuts are made in floor slab for new piping installed as part of this work and interior curbs. 1.3 ACTION SUBMITTALS A. Concrete Mix Design: 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. 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, 5. Weight of Water, 6. Admixtures used, and the amount in the mix. 1.4 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. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Certification" 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 "Substitution Request MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Foocl Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03320 Page 2 CONCRETE SLAB PATCHING AND REPAIR Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" 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. 1.5 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. Keep one copy of ACI Field Reference Manual (SP -15) containing ACI 301 and ACI 302 in Contractor's jobsite office. 2. ACI 301, "Specifications for Structural Concrete for Buildings ". 3. ACI 302, "Guide for Concrete Floor and Slab Construction ". 4. ACI 304 "Guide for Measuring, Mixing, Transporting and Placing Concrete" 5. ACI 305 "Hot Weather Concreting" 6, ACI 306 "Cold Weather Concreting" 7. ACI 309 "Standard Practice for Consolidation of Concrete" 8. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 9. ACI 318 / 318M, "Building Code Requirements for Reinforced Concrete." 1.6 DEFECTIVE WORK A. Remove and replace as directed all concrete work which is damaged or improperly placed, cured, or finished. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12103/09 SECTION 03320 Page 3 CONCRETE SLAB PATCHING AND REPAIR 1.7 COORDINATION A. Coordinate placing embedded items to avoid impairing structural strength of concrete or displacing reinforcing steel. General Contractor is responsible for all embedded items and for the supervision of the placement by all trades. 1.8 WARRANTY A. Floor Joint Filler Warranty: Manufacturer's standard form in which manufacturer warrants the following: 1. The semi -rigid Joint Filler product used in the project meets the formulation standards and has the physical properties specified herein, and represented in manufacturer's data sheets and technical literature. 2. The manufacturer agrees to furnish sufficient material to repair or replace installed material that does not have the properties specified herein, within the warranty period. a. Warranty Period: 5 years from date of Substantial Completion. . b. Excluded in the warranty: Movement of the floor slab if concrete thermal and drying shrinkage exceeds 0.003 percent and the resulting stresses on the filler exceeds filler manufacturer's written specifications for elongation, adhesion, or cohesion. B. Seal and Hardener Warranty: 1. Furnish the Owner and Architect with a written warranty that slab will not dust from abrasion for a period of 20 years of use as part of the facility for which the project was intended and built. 2. Include provisions that Seal and Hardener manufacturer will reseal defective areas, including both material and labor, for the duration of this warranty period. PART2 PRODUCTS 2.1 CONCRETE 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 or 1I Cement, as indicated on Structural Notes. 2. Concrete at slab repairs, at trench cuts, at interior curbs, and other interior remodel work where short curing time is required: Use Type III Cement for high early strength. B. Quality: 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: 3 to 4 inches (75 to 100 mm) maximum slump 3. Walls and Footings: 3 to 4 inches (75 to 100 mm) maximum slump MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG7 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03320 Page 4 CONCRETE SLAB PATCHING AND REPAIR 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). 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 1 -1/2 inches (38 mm) to No. 4 size, free from deleterious substances. d. Walls and Vertical Faces: Use aggregate gradation the same as slab on grade, except limit maximum aggregate size to one inch. 3. Water: a. Clean and free from deleterious substances and shall be potable. b. Maximum water to cement ratio: 0.49 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. 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. a. Admixtures which may be submitted for approval for use on this project include the following: 1) Water- Reducing Admixture: ASTM C 494/C 494M. Type A. 2) High- Range, Water- Reducing Admixture: ASTM C 494/C 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, email: 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, email: Imdeker @aol.com, www.lmcc.com MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 03320 Page 5 CONCRETE SLAB PATCHING AND REPAIR 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 (CAN /CSA A23.1/A23.2, if applicable). 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. 2.2 EVAPORATION RETARDER A. Evaporation Retarder: For slabs poured in hot, dry, and windy conditions, provide waterborne, monomolecular film forming, manufactured for application to fresh concrete to temporarily reduce moisture loss from concrete surfaces awaiting finishing in hot, dry, and windy conditions. Use one of the following: 1. "E -Con" manufactured by L & M Construction Chemicals, Inc., 14851 Calhoun Road, Omaha, NE 68152, (800) 362 -3331, Ph: (402) 453 -6600, Fax: (402) 453- 0244, email: Imdeker @aol.com, www.lmcc.com 2. "Day -Chem Sure Film (J -74)" manufactured by Dayton Superior Chemical and Cement Products, 4226 Kansas Avenue, Kansas City, KS 66106, (866) 329 -8724, Fax: (913) 279 -4806, email: toddfraker @daytonsuperior.com, www.daytonsuperiorchemical.com 2.3 CONCRETE POWER SAW 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, email: info @soffcut.com, www.soffcut.com. 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 (32 mm) Straight Blade Cut Width 1/8 inch wide (3 mm) Sawing Speed 16 to 30 ft /min Saw Blade Diameter 10 inches (250 mm) B. Have at least two 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 (150 lineal meters) of sawcut to be performed. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03320 Page 6 CONCRETE SLAB PATCHING AND REPAIR 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. 2.4 NON - RESIDUAL CONCRETE CURING AGENTS A. Use 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 compatible with the Penetrating Seal and Hardener specified in Section 03395. 2. Use one of the following products: a. "L & M Cure" manufactured by L & M Construction Chemicals, Inc., contact Deke Rife at (800) 362 -3331. b. "Day -Chem Sil -Cure (J -13)" manufactured by Dayton Superior Corporation, contact Todd Franker at (800) 745 -3708. c. "Shur- Cure" 'manufactured by The Paul M. Wolff Co., 460 N. Geneva Road, Lindon, UT 74042, ph (877) 974 -0630, Fax (801) 785 -3547, www.paulwolff.com, contact Curtis Beesley, email: cbeesley @paulwolffco.com. B. If this material is used for curing, then select a product by the same manufacturer as the Penetrating Sealer and Hardener. 2.5 SEALER AND HARDENER 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, email: Imdeker @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, Ph: (866) 329 -8724, Fax: (913) 279 -4806, email: toddfraker @daytonsuperior.com, www.daytonsuperiorchemical.com 3. "Pentra -Sil" alkaline silicate hardener manufactured by Convergent Concrete Technologies, 450 South 1325 West, Orem, UT 84058, ph: (801) 375 -2280, Fax: (801) 375 -2971, email: shane @convergentconcrete.com, www.convergentconcrete.com, contact Shane Vest at (801) 420 -3075. 4. "Shur- Seal" alkaline silicate hardener manufactured by he Paul M. Wolff Co., 460 N. Geneva Road, Lindon, UT 74042, Ph: (877) 974 -0630. fax: (801) 785 -3547. www.paulwolff.com. Contact Curtis Beesley at cbeesley @paulwolffco.com. 5. No alternate material, or substitutions will be considered or accepted. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03320 Page 7 CONCRETE SLAB PATCHING AND REPAIR 2.6 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 B. Approved Products: 1. "Penatron 3004" as manufactured by ASTC Polymers, Inc., 3207 W. Warner Avenue, Santa Ana, CA 92704, Ph: (714) 966 -2893, Fax: (714) 966 -9105, Cell: (714) 747 -5785, Contact Brian Bowers, bbowers @astcpolymers.com, email: info @astcpolymers.com, www.astcpolymers.com. 2. " VersaFlex SL /85" as manufactured by VersaFlex, Inc., P.O. Box 32226, Kansas City, MO 64171, Ph: (800) 561 -6191 or (913) 321 -9000, Fax: (913) 321 -1490, email: cerchone @aol.com, www.versaflex.com. 3. No Joint Filler alternate or substitution will be considered. C. 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 (32 mm) filler depth. b. Do not use backing rod in Saw -Cut Shrinkage Joints. 2.7 MISCELLANEOUS A. Non - Metallic, Non - Shrink Grout: 1. Masterflow 713 Plus by BASF Construction Chemicals, 889 Valley Park Drive, Shakopee, MN 55379, Ph: (800) 433 -9517 or (800) 243 -6739, www.buildingsystems.basf.com. 2. "Duragrout" by L & M Construction Chemicals, Inc. 3. See Structural notes. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03320 Page 8 CONCRETE SLAB PATCHING AND REPAIR PART 3 EXECUTION 3.1 PREPARATION A. Notify the Architect, and appropriate material testing agencies at least 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 AND CLEANOUTS A. See Division 9, Section "Polymer Flooring" for coordination and placement requirements for floor drains, sinks, and utility boxes in areas where polymer flooring finish occurs. Embed floor drains, trench drains and floor cleanouts into concrete at least 24 hours before the floor slab is placed. 1. Where slab slopes to a drain, place and slope concrete for a minimum of 40 -inch (1016 -mm) 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 ", (CAN /CSA A23.1/A23.2, if applicable), 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. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers no deeper than 24 inches (600 mm) 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 (CAN /CSA A23.1/A23.2, if applicable). 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 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 vibration to MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03320 Page 9 CONCRETE SLAB PATCHING AND REPAIR 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. 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 a screeding equipment that disperses concrete by auger, consolidating and vibrating the concrete with self - leveling, laser- guided screeding heads, as follows: a. "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 Division 3 Section "Floor Joint Filler ". 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03320 Page 10 CONCRETE SLAB PATCHING AND REPAIR 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 and defective areas repaired and patched, and fins and other projections exceeding 1/4 inch (6 mm) 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 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. Perform Saw Cutting using a workman trained or approved by saw manufacturer. 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 24 to 72 lineal feet (600 to 1800 lineal mm) at proper depth. If desired results are achieved, continue to complete balance of cuts at control joint locations. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washinglon 98188 Printed on 12/03/09 SECTION 03320 Page 11 CONCRETE SLAB PATCHING AND REPAIR E. Sawblade and Skid -plate Replacements: Limit a sawblade to 500 lineal feet (150 lineal meter) 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, spalled, or raveled edges, or skidplates scratch the slab surface. 2. Do not use a sawblade if it makes chipped, spalled or raveled cuts, or use a skidplate that scratches the concrete surface. F. Joints at Interior Curbs and at Canopy Seats, Benches and Curbs: 1. Honor all joints in the floor slab. Locate joints in curbs, directly above and to align with joints in floor slab. 2. Install joint filler material as described above in this Section and in accordance with manufacturer's installation instructions. 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 (38.mm) 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 (32 mm) deep, but no more than 1 -1/2 inch (38 mm) below the top of the slab. 3.10 JOINT FILLER INSTALLATION A. Install joint filler in joints at the following locations: 1. Interior floor slabs. 2. Interior curbs. B. Joint Filling: 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 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03320 Page 12 CONCRETE SLAB PATCHING AND REPAIR 5. Protect freshly placed material from traffic for one hour after installation. 6. If the filler top is concave, or not flush with the floor, remove the top 1/2 inch (12 mm) 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 most for not less than 7 days. C. Provide moisture curing by the following methods: 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 4 inch (100 mm) lap over adjacent absorptive covers. 3.12 CONCRETE SLAB CURING AND PROTECTION A. Curing Agent Application: 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. Manufacturer's recommended coverage rate for steel troweled concrete is 300 square feet per gallon. Closely observe results and adjust application rate as required. Wash off and squeegee excess cure to prevent white stains if cure is not absorbed within four hours of application. C. Protection During Curing Period: 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. Protect concrete from damage by equipment, temperature change, stored materials, jobsite activities, rain, and running water for a minimum of 7 days or until 70 percent of the specified concrete strength has been obtained. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 03320 Page 13 CONCRETE SLAB PATCHING AND REPAIR 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 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 one gallon per 150 to 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. 2. Allow surfaces to remain wet with sealer for 30 to 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 percent 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-lb 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. 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 (533 mm) diameter pad, as follow: a. "Eagle Talon 2100 ", manufactured by Parish Maintenance Supply, 1015 E. Hiawatha Boulevard, Syracuse, NY 13208, or (800) 836 -0862, Ph: (315) 422- 1495, Fax: (315) 422 -1886. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 /S 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 ' SECTION 03320 Page 14 CONCRETE SLAB PATCHING AND REPAIR 2. Stripping Pad: Use "3M Brown Stripper Pad 7100 ", or equivalent 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 10 feet (3 meter) of this work. 1. Fill exposed cracks wider than 1/8 inch (3 mm), 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 Division 9 Section "Polymer Flooring" for method of crack repair. B. Method of Crack Repair: 1. Rout out the crack with a concrete saw or special crack router, forming a groove at least one -inch deep with sharp, vertical sides. Make the groove wide enough to eliminate all spalled 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 1/2 -inch (12 mm) wide, mix the epoxy with sand according to the manufacturer's instructions. 3.15 MISCELLANEOUS 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. 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. 1. Locate joints in curbs to align with joints in floor slab. 2. Install joint filler material as described above in this Section and in accordance with manufacturer's installation instructions. END OF SECTION 03320 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 05500 METAL FABRICATIONS PART 1 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 miscellaneous steel and iron items not specified elsewhere. 1.3 ACTION SUBMITTALS A. Shop Drawings: Show fabrication and installation details for metal fabrications. 1. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. AWS D1.1/D1.1 M, "Structural Welding Code - Steel" 2. AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel." B. Welder Qualifications: Use welders certified by American Welding Society, or equivalent Canadian Standards if applicable, for structural and sheet steel welding. 1.5 PROJECT CONDITIONS A. See Structural Notes indicated on the Drawings. B. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication. 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. 1.6 COORDINATION A. Coordinate installation of anchorages and steel weld plates and angles for casting into concrete. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 05500 Page 2 METAL FABRICATIONS PART2 PRODUCTS 2.1 COMPONENTS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. B. Steel Tubing: ASTM A 500, cold- formed steel tubing. C. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40) unless otherwise indicated. D. Steel Bolts and Nuts: Regular hexagon -head bolts, ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with hex nuts, ASTM A 563/A 563M); and, where indicated, flat washers. E. Studs or Stud Anchors: Nelson Company automatic end - welded connectors. Minimum yield strength 50,000 psi, ASTM A 108 material, sizes as shown. Zinc Coated (Galvanized) Material (exterior and where indicated): Hot -dip galvanize after fabrication, ASTM A 123/A 123M and A 153/A 153M. Galvanize bolts and similar threaded fasteners in accordance with referenced standards, ASTM A 307, Class A, B, C, and D as applicable. Galvanizing Repair Paint: High- zinc - dust - content paint complying with SSPC- Paint 20 and compatible with paints specified to be used over it. G. Shop Primer (interior): 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. H. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. Bituminous Paint: Cold - applied asphalt emulsion complying with ASTM D 1187. J. Non - shrink, Nonmetallic Grout: Factory - packaged, non - staining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. 2.2 FABRICATION, GENERAL 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. Detail joints and fastenings for ample strength and stiffness; conceal wherever possible. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 05500 Page 3 METAL FABRICATIONS D. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. E. Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. F. Form exposed work with accurate angles and surfaces and straight edges. G. Weld corners and seams continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. H. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or welds where possible. Where exposed fasteners are required, use Phillips flat -head (countersunk) fasteners unless otherwise indicated. Locate joints where least conspicuous. I. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. J. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors, 1/8 by 1 -1/2 inches (3.2 by 38 mm), with a minimum 6 -inch (150 -mm) embedment and 2 -inch (50 -mm) hook, not less than 8 inches (200 mm) from ends and corners of units and 24 inches (600 mm) o.c., unless otherwise indicated. 2.3 FABRICATED ITEMS A. General: Provide the fabricated items listed herein and as indicated on the Drawings for a complete installation. B. Pipe Bollards: Provide 6 inches (150 mm) outside diameter, concrete - filled pipe bollards for traffic protectors at exterior location, and to protect equipment at interior location. Size for 48 inches (1200 mm) above grade, with 45 inches (1143 mm) embedded below grade. 1. Use Unscheduled 60 steel pipe for interior installations, shop - primed. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 05500 Page 4 METAL FABRICATIONS 2. Include a full height bollard sleeve for each bollard. a. Manufacturer: Ideal Shield, 2525 Clark Street, Detroit, MI 48209 -1355, ph. (866) 825 -8659 or (313) 842 -7290, fax: (313) 849 -1646, www.idealshield.com, contact: Chris Parenti. 1) Color — Use OSHA Safety Red (Costco Red). C. 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. D. Stainless Steel Sheets. Diamond plate pattern, in thickness and size matching existing adjacent panels. Secure sheets with clear silicone adhesive sealant, tested and listed as suitable for food contact. Apply a bed of sealant at seams for a watertight joint. 2.4 FINISHES A. Shop prime all interior metals and hot -dip galvanize all exterior steel, except surfaces to be embedded in concrete or indicated otherwise. PART 3 EXECUTION 3.1 INSTALLATION, GENERAL A. Execute work in accordance with details indicated in approved shop drawings. B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. 1. Do all cutting and fitting required to make all parts to fit accurately to their places in the building. 2. Provide drilled or punched holes and connections for the work of other trades. C. Shop connections are to be welded. Use certified welders only. D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication and are for bolted or screwed field connections. E. Jointing and intersections of metals to be acdurately made and tightly fitted with adequate fastenings. Exposed work shall be finished smooth with even, close joints and neat connections. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93-0440-23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 05500 Page 5 METAL FABRICATIONS G. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. H. Fastening to In -Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in -place construction. Provide threaded fasteners for use with concrete and masonry inserts, toggle bolts, through bolts, lag screws, wood screws, and other connectors. 1. Screws, Bolts, Rods, Plates, and Other Fasteners: Use standard shapes of size and weight proper for actual conditions, unless indicated otherwise. Install anchor bolts accurately and plates level. Provide all shown and all necessary items for complete installation. 2. Bolted work to be screwed up tight and threads nicked to prevent loosening of bolts. I. 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. J. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. K. Corrosion Protection: Wherever dissimilar metals are in contact they shall be insulated from one another by means of a bituminous paint to prevent corrosion. Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with the following: 3.2 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC -PA 1 for touching up shop - painted surfaces. 1. Apply by brush or spray to provide a minimum 2.0 -mil (0.05 -mm) dry film thickness. B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780. C. Clean all metal fabrications prior to racking. END OF SECTION 05500 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 i? 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 06105 MISCELLANEOUS CARPENTRY 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. Wood furring, grounds, and blocking. 2. Interior wood trim. 3. Plywood Backing Panels and backing for other applied finishes. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Certificates: Furnish moisture content certificate from recognized authority upon request. C. 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. 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. E. Warranty: 5 -Year Warranty of chemical treatment manufacturer for each type of treatment. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Primed on 12/03/09 SECTION 06105 Page 2 MISCELLANEOUS CARPENTRY 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. Provide for air circulation within and around stacks and under temporary coverings. For lumber and plywood pressure treated with waterborne chemicals, place spacers between each bundle to provide air circulation. PART 2 PRODUCTS 2.1 LUMBER, GENERAL 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 (ALSO) Board of Review. 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 (50 mm) 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. Pressure treat aboveground items with waterborne preservatives to a minimum retention of 0.25 lb / cu. ft. Treat indicated items, and wood cants, nailers, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. After treatment, kiln -dry treated lumber and plywood to a maximum moisture content of 19 and 15 percent, respectively. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 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. 2. Provide treatment type that has a flame spread index of less than 25 and smoke developed index less than 450 when tested in accordance with ASTM E 84. 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. 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 percent. Use exterior plywood throughout. 1. Plywood Sheets (behind equipment, within walls, and other locations indicated on Drawings): a. Use DOC PS 1, Exposure 1, C -D Plugged, fire - retardant treated. in thickness indicated on Drawings or, if not indicated, not less than 1/2 -inch (12 mm) nominal thickness. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 06105 Page 4 MISCELLANEOUS CARPENTRY 2,7 FASTENERS AND ADHESIVES A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. B. Where miscellaneous carpentry is exposed to weather, in ground contact, embedded in concrete, or is in area of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 / A 153M that are compatible with the wood - preservative treatment or of Type 304 stainless steel. C. When miscellaneous carpentry has wood - preservative treatment, use fasteners with a hot -dip zinc coating that is compatible with the wood - preservative treatment or of Type 304 stainless steel. D. Nails, Wire, Brads, and Staples: FS FF -N -105. E. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 / A 563M hex nuts and, where indicated, flat washers. PART 3 EXECUTION 3.1 INSTALLATION, GENERAL 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. 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. 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, AND BLOCKING 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. Attach to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 06105 Page 5 MISCELLANEOUS CARPENTRY 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 (3 mm in 2440 mm) for plumb and level. Install adjoining trim with 1/32 -inch (0.8 mm) maximum offset for flush installation and 1/16 -inch (1.5 mm) maximum offset for reveal installation. END OF SECTION 06105 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 06105 Page 6 MISCELLANEOUS CARPENTRY (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07200 BUILDING INSULATION 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 batt insulation as specified herein and indicated on the Drawings for a complete installation. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Submit 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 STORAGE AND HANDLING A. 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. PART2 PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include manufacturers specified below. 2.2 FACED 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. Provide insulation with R -value matching existing adjacent insulation. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07200 Page 2 BUILDING INSULATION 1. Furnish with a vapor retarder membrane on one face, fabricated with .00225 -inch white PVC vinyl and a 0.0005 -inch (127 microns) 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. 3. Tensile strength of vapor retarder shall be 30 lbs. /in. (5.3 N /mm) width in the machine direction and 20 lbs. /in. (3.5 N /mm) width 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 the following: a. "WMP- VR -R ", manufactured by Lamtec Corporation, 700 Bartley- Chester Road, Flanders, NJ 07836 -0037, Ph: (800) 852 -6832 or (973) 584 -5500, Fx: (973) 584 -5178, http: / /www.lamtec.com. b. "Syseal 9701 B Fabric ", manufactured by Thermal Design, Inc., Box 468, Madison, NE 68748, Ph: (800) 255 -0776, Fx: (402) 454 -2708, http: / /www.thermaldeseign.com. 2.3 FASTENERS A. 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 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. 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. 3.2 INSTALLATION OF BATT INSULATION IN CEILING A. Installation of the insulation shall be in strict accordance with the manufacturer's printed instructions for the specific product. B. Vapor retarder on white side of roof insulation shall face building interior. C. Fit insulation between joists with flanges stapled to either the face of joist or side of joist every 8 to 12 inches (200 to 300 mm) on center to prevent gaps in the vapor barrier. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07200 Page 3 BUILDING INSULATION D. Do not install insulation over or within 3 inches (75 mm) of fixtures containing lights, fans or other heat - generating electrical devices. Baffles shall be used to maintain 3- inch (75 -mm) minimum clearance. E. 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. F. Provide and install batts full width of truss spacing. Fasten wires at 12 inches (300 mm) on each truss chord, criss -cross wires from truss to truss. G. 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 (300 mm) from bottom of plywood deck. 3.3 CLEAN UP A. 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 COSTCO WHOLESALE Foocl Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07200 Page 4 BUILDING INSULATION (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07510 BUILT -UP ROOFING REPAIR 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: 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. 1.3 SYSTEMS DESCRIPTION A. 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 ACTION SUBMITTALS A. If, prior to bid, alternative materials are proposed to be used due to lack of availability, submit a letter from the specified manufacturer acknowledging this situation. B. A list of materials the roofing contractor intends to use on the job. C. A copy of the primary roofing manufacturer's publications applicable to the proposed system. Highlight individual system in publication. D. Submit two copies of manufacturer's warranty E. Maintenance Data: For roofing system to include in maintenance manuals. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Fooci Service Remodel 400 Costa) Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07510 Page 2 BUILT -UP ROOFING REPAIR 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 copies of manufacturer's warranty. F. Submit manufacturer's installation specifications or instructions. 1.6 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. 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. 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. 1.7 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. 1.8 PROJECT SITE CONDITIONS A. 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. 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 inch (12 mm) 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 inch (1.5 mm) 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. 2. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07510 Page 3 BUILT -UP ROOFING REPAIR 1.9 PROTECTION 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. 1.10 WARRANTY A. Perform all work on existing roofing systems in a manner to preserve and maintain all existing manufacturers' roofing warranties. 1. 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. 2. 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. B. Copies of the executed Roofing Warranty from the manufacturer shall be received by the Architect prior to final payment to the General Contractor. PART 2 PRODUCTS • 2.1 APPROVED MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include manufacturers specified below. 1. Johns Manville Roofing Systems, 717 17`h Street, P.O. Box 5108, Denver, CO 80217-5108-5108, ph: (800) 654 -3103 or (303) 978 -4900, fax: (303) 978 -2818, www.jm.com. 2. GAF Building Materials Corp., 1361 Alps Road, Wayne, NJ 07470, ph: (800) ROOF -411 or (973) 628 -3000, fax: (973) 628 -3451, www.gaf.com. 2.2 BUILT -UP ROOFING SYSTEM A. Base bids on the assumption that the existing roofing system is as described below. 1. 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 inch (6 mm) to 6 inches (150 mm) per foot (300 mm). (Use only for the purposes of preparing bids.) a. 4GNC by Johns Manville, Roofing Products Div. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07510 Page 4 BUILT -UP ROOFING REPAIR b. 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. New Cants 1. Solid Perlite. 2. 4 -inch (100 mm) legs, triangular shape. D. Red Rosin: 5- square roll, minimum weight of 25 lbs. per roll. E. Base Sheet: Fiberglass base sheet meeting ASTM D 4601. F. Asphalt: Type III meeting ASTM D 312. G. Ply Sheet: Asphalt impregnated fiberglass ply felt meeting ASTM D 2178, Type VI, "GlasPly IV" or approved equal. H. Cap Sheet: Fiberglass cap sheet meeting ASTM D 3909, "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 ". 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. Cants: 1. Solid Perlite. 2. 4 -inch (100 mm) legs, triangular shape. 3. Provide at all junctions of horizontal to vertical. 2.3 • EQUIPMENT A. 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 A. 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 A. Wood deck to be dry, smooth, and securely nailed. Cover cracks over 1/4 inch (6 mm) with metal and inverted cap sheet in accordance with manufacturer's recommendations. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07510 Page 5 BUILT -UP ROOFING REPAIR Check all surfaces for slope to drains. All penetrations made and curbs and cants installed prior to starting work. B. Set drains below roof deck (wood decks only) to permit free flow of water. Install drains in accordance with manufacturer's written recommendations. C. Drains shall be cast iron only. D. Verify location of all interior ducts, electrical lines, piping, conduit, and /or similar obstructions below roof deck. Perform all work in such a manner as to avoid contact with the above - mentioned items. Repairing damages is the responsibility of the Contractor. 3.3 ROOFING PATCHING INSTALLATION 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 2 -inch (50 mm) side laps and 6- inch 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 2 inches (50 mm). Nailing of base flashing sheet shall be 6 inches on center using simplex type nails. 3.4 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. B. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion and submit report to Architect. 3.5 CLEAN -UP A. Remove cuttings and other resulting debris. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07510 Page 6 BUILT -UP ROOFING REPAIR B. Remove stains from walls, walkways, driveways and other surfaces as required. C. Leave premises clean. END OF SECTION 07510 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93-0440-23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07620 SHEET METAL FLASHING AND TRIM 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: 1. Exposed sheet metal flashing and trim. 2. Flashing accessories. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Product Data: For each product indicated. C. Shop Drawings: Include plans, elevations, sections, details, and attachments to other Work. D. Samples: For each exposed finish. PART2 PRODUCTS 2.1 MATERIALS A. Sheet Metal Gauges: Unless otherwise indicated on the drawings, use the minimum gauges for the following conditions — 1. Counter - flashing 26 gauge ... ............................... .. . 2. Flashings 26 gauge B. Metals: 1. Base Metal: Galvanized steel sheet, ASTM A 526/A 526M, G90, commercial steel; or ASTM A 527/A 527M, G 90, lock- forming quality, hot -dip galvanized steel sheet MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07620 Page 2 SHEET METAL FLASHING AND TRIM with 0.20 percent copper, mill phosphatized where indicated for painting; not Tess than 24 gauge (0.0276 inch) (0.7 mm) thick. Finish (except scuppers): Two -coat fluoropolymer finish, AAMA 621, containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. Color to be selected by Architect. 2.2 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Solder: ASTM B 32, Grade Sn50, used with rosin flux. B. Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as recommended by sheet metal manufacturer. Match finish of exposed heads with material being fastened. C. Mastic Sealant: Polyisobutylene; non - hardening, non - skinning, nondrying, non - migrating sealant. D. Epoxy Seam Sealer: Two -part, noncorrosive, aluminum seam - cementing compound, recommended by aluminum manufacturer for exterior and interior nonmoving joints, including riveted joints. E. Adhesives: Type recommended by flashing sheet metal manufacturer for waterproof and weather - resistant seaming and adhesive application of flashing sheet metal. F. Polyethylene Underlayment: ASTM D 4397, minimum 6 -mil (0.15 mm) thick black polyethylene film, resistant to decay when tested according to ASTM E 154. G. Metal Accessories: Use sheet metal clips, straps, anchoring devices, and similar accessory units as required for installation of Work, matching or compatible with material being installed; noncorrosive, size and thickness required for performance. 2.3 FABRICATION, GENERAL A. Sheet Metal Fabrication Standard: Fabricate units to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, material, metal thickness, and other characteristics of item indicated. B. Fabricate units that fit substrates and result in waterproof and weather- resistant performance once installed. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. Form exposed sheet metal without excessive oil canning, buckling, and tool marks and that is true to fine and levels indicated, with exposed edges folded back to form hems. D. Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. Tin edges to be seamed, form seams, and solder. Expansion Provisions: Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (600 mm) of corner or intersection. Where lapped or bayonet -type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges; not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12!03109 SECTION 07620 Page 3 SHEET METAL FLASHING AND TRIM F. Sealed Joints: Form non - expansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. G. Separate metal from non - compatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. H. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. I. Fabricate cleats and attachment devices from same material as sheet metal component being anchored or from compatible, noncorrosive metal recommended by sheet metal manufacturer. PART 3 EXECUTION 3.1 INSTALLATION A. General: 1. Unless otherwise indicated, install sheet metal flashing and trim to comply with performance requirements, manufacturer's installation instructions, and SMACNA's "Architectural Sheet Metal Manual." 2. Anchor units of Work securely in place, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install Work with laps, joints, and seams that will be permanently watertight and weatherproof. B. Install exposed units that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems. Install units to fit substrates and to result in waterproof and weather - resistant performance. D. Expansion Provisions: Accommodate thermal expansion of exposed sheet metal. Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (600 mm) of corner or intersection. Where lapped or bayonet -type expansion provisions cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). E. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1 -1/2 inches (38 mm), except where pretinned surface would show in finished Work. 1. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07620 Page 4 SHEET METAL FLASHING AND TRIM F. Sealed Joints: Form non - expansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. 1. Use joint adhesive for nonmoving joints specified not to be soldered. G. Seams: Install flat -lock seams at nonmoving seams. Tin edges to be seamed, form seams, and solder. H. Separations: Separate metal from non - compatible metal or corrosive substrates by coating concealed surfaces, at locations of contact, with asphalt mastic or other permanent separation as recommended by manufacturer. Counter- flashings: Coordinate installation of counter - fleshings with installation of assemblies to be protected by counter- flashing. Secure in a waterproof manner by means of snap -in installation and sealant, lead wedges and sealant, interlocking folded seam, or blind rivets and sealant. Lap counter - flashing joints a minimum of 2 inches (50 mm) and bed with sealant. J. Overhead - Piping Safety Pans: Suspend pans from pipe and install drain line to plumbing waste or drain line. K. Equipment Support Flashing: Coordinate equipment support flashing installation with roofing and equipment installation. Weld or seal flashing to equipment support member. L. Roof- Penetration Flashing: Coordinate roof - penetration flashing installation with roofing and installation of items penetrating roof. Install flashing as follows: 1. Turn lead flashing down inside vent piping, being careful not to block vent piping with flashing. 2. Seal and clamp flashing to pipes penetrating roof, other than lead flashing on vent piping. M. Immediately after installation, clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes. END OF SECTION 07620 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 93-0440-23 Tukwila. Washtnglon 98188 Printed on 12/03/09 SECTION 07710 ROOF CURBS AND ACCESSORIES PART 1 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 roof curbs for all roof mounted equipment and piping. 1.3 ACTION SUBMITTALS A. Maintenance Data: For roof hatches and curbs to include in maintenance manuals. . 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Submit 5 copies of manufacturer's literature and complete shop drawings of fabrication and installation of items of this section to Architect prior to installation.. 1.5 WARRANTY A. Provide manufacturer's 20 -year warranty against leakage and defects in materials and workmanship. PART2 PRODUCTS 2.1 ROOF CURBS AND EQUIPMENT SUPPORTS A. Manufacturer: Roof Products, Inc., 7616 Lee Highway, Chattanooga, TN 37421, ph: (800) 262 -6669 or (423) 892 -8620, fax: (423) 892 -2107, contact: Robert Banicki, email: bobbanicki @comcast.net, www.rpicurbs.com. B. General: Provide roof curbs capable of supporting superimposed live and dead loads, including equipment loads and other construction to be supported on roof curbs. Coordinate dimensions with rough -in information or Shop Drawings of equipment to be supported. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07710 Page 2 ROOF CURBS AND ACCESSORIES C. Fabrication: Fabricate roof curbs and equipment curbs from minimum 18 gauge galvanized steel sheet on the outer shell, with fully mitered corners and seams joined by continuous airtight welds. Curbs shall have built -in diverters, crickets, pressure- treated wood nailer, 1 -1/2 inches (38 mm) thick, 3# density rigid board insulation with a 22 gauge galvaneal steel liner with primer white finish on interior side, and appropriate sub - framing system. Use curbs with height to extend 12- inches (300 mm) above the top of finished Roofing surface. Consider and compensate for presence and thickness of roof insulation when ordering. F. Refrigeration Condenser Curb: 1. Model No. RPES -3 2. 2 x 6 pressure treated nailer. 3. Curb gauge as required by manufacturer's engineer for unit weight indicated on drawing. 4. Coordinate size and details with Refrigeration Contractors. G. Refrigeration Piping Penetration: 1. Model No. RPPB -3 2. Size as required by refrigerator contractor. 3. Fully insulated with minimum 16 inches (400 mm) curb height (to nailer plate). PART 3 EXECUTION 3.1 INSTALLATION OF CURBS A. Install curbs per shop drawings and manufacturers recommendations. B. Verify all locations with Refrigeration Drawings and actual locations of roof joists. C. Install gaskets on the same day the roof - mounted units are set on curbs. END OF SECTION 07710 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 tt 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07920 JOINT SEALANTS 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 joint sealants for the following applications: 1. Interior joints in vertical surfaces. B. See Division 3 Section "Concrete Slab Patching and Repari" for filling joints in floor slabs. C. See Division 8 Section "Glass and Glazing" for glazing sealants. 1.3 PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. 1.4 ACTION SUBMITTALS A. Samples: For each type and color of joint sealant required, provide Samples with joint sealants in 1/2 -inch (12 mm) wide joints formed between two 6 -inch (150 mm) long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07920 Page 2 JOINT SEALANTS 1.6 QUALITY ASSURANCE A. Pre - construction 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. B. Pre - construction 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. 1.7 WARRANTY 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 years from date of Substantial Completion. PART 2 PRODUCTS 2.1 MATERIALS, GENERAL 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. 2.2 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid - applied 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. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07920 Page 3 JOINT SEALANTS 2.3 JOINT - SEALANT BACKING 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: 2.4 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. PART 3 EXECUTION 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. 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 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07920 Page 4 JOINT SEALANTS 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. 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. 3.3 SEALANTS FOR INTERIOR JOINTS A. 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. Acceptable Products: a. 786 Mildew Resistant by Dow Corning Corporation, 2200 Salzburg Road, P.O. Box 0994, Midland, MI 48686 -0994, ph: (800) 634 -9660 or (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, ph: (800) 255 -8886 or (518) 233 -3251, fax: (518) 233- 3931, www.ge.com. 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Use Related to Exposure: NT. Joints in interior concrete floor curbs at coolers: Use Single- Component Mildew - Resistant Acid - Curing Clear Silicone Sealant: 1. Acceptable Products: a. 786 Mildew Resistant by Dow Corning Corporation b. Sanitary SCS1700 by GE Silicones. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 #I 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 07920 Page 5 JOINT SEALANTS 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Use Related to Exposure: NT (nontraffic). C. 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. Acceptable Products: a. AC -20+ by Pecora Corporation b. Sonolac by Sonneborn, a Brand Product of BASF Corp. D. 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 COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 07920 Page 6 JOINT SEALANTS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93-0440-23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 08150 DOORS, FRAMES AND HARDWARE 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 doors, frames and hardware. B. Related Sections: 1. Division 9 "Painting" for field painting primed doors and frames. 1.3 SINGLE PRODUCT SOURCE A. The Owner has a National Account with Evergreen Construction Specialties, Inc. for all products specified in this section. Order products described in this section directly from: EVERGREEN CONSTRUCTION SPECIALTIES, INC. 1410 37th Street NW, Suite "A" Auburn, Washington 98001 Ph: (253) 288 -8455 Fax: (253) 288 -8456 Attn: Lance M. Stretch, President Products will be delivered F.O.B. Jobsite. Erecting and installing these products is the General Contractor's responsibility. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Product Data: for each type of door and frame specified, including details of construction, materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles. and finishes. C. Shop Drawings: Show fabrication and installation of wood doors and steel [doors and] frames. Include details of each frame type, elevations of door design types, conditions at openings, details of construction. location and installation requirements of door and MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Prinled on 12/03/09 SECTION 08150 Page 2 DOORS, FRAMES AND HARDWARE frame hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. D. Door Schedule: Submit schedule of doors and frames using same reference numbers for details and openings as those on Contract Drawings. 1. Indicate coordination of glazing frames and stops with glass and glazing requirements. 1.5. QUALITY ASSURANCE A. Provide steel frames complying with ANSI /SDI 100 "Recommended Specifications for Standard Steel Doors and Frames" and as specified. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver doors and frames cardboard - wrapped or crated to provide protection during transit and job storage. Provide additional protection to prevent damage to finish of factory- finished doors and frames. Inspect doors and frames on delivery for damage. Minor damages may be repaired provided refinished items match new work and are acceptable to Architect; otherwise, remove and replace damaged items as directed. C. Store doors and frames at building site under cover. Place units on minimum 4 -inch (100 mm) high wood blocking. Avoid using non- vented plastic or canvas shelters that could create a humidity chamber. If cardboard wrappers on doors become wet, remove cartons immediately. Provide minimum 1/4 -inch (6 mm) spaces between stacked doors to promote air circulation. 1.7 WARRANTY A. Warrant Door Hardware items in this section to be free from defects in material and workmanship for a period of one year, except the following items and respective time periods: 1. Door Closers 11 years 2. Door Locksets and Latchsets, Lock Cylinders 4 years 3. Hinges ............. .. 2 years PART2 PRODUCTS 2.1 WOOD DOOR MANUFACTURERS A. Provide flush wood veneer doors conforming to the latest edition of the WDMA I.S. 1 -A requirements for "Premium Grade ". B. Acceptable Manufacturers: 1. Algoma Hardwoods Inc. 2. Eggers Industries; Architectural Door Division. 3. Ideal Wood Products, Inc. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 ti 93- 0440 -23 Tukwila Washington 98188 Printed on 12/03/09 SECTION 08150 Page 3 DOORS, FRAMES AND HARDWARE 4. Lynden Door, Inc. 5. Oshkosh Architectural Door Co. 6. Vancouver Door Company, Inc. C. Interior Veneer- Faced, Solid -Core, Flush Doors for Transparent Finish: 1. Grade: Premium, with Grade A faces, WDMA I.S. 1 -A. 2. Species and Cut: White birch, rotary cut, minimum thickness 1/42 inch (0.6 mm) before sanding. 3. Match between Veneer Leaves: Book / Running. Pairs of doors shall have "Pair Matched" veneers on inside and outside faces. 4. Core: Particleboard per ANSI A208.1, Grade 1 -LD -2 5. Stiles: a. Inner stiles: 1 -3/8 inches (35 mm) wide, before pre - fitting, Structural Composite Lumber. b. Outer Stile: Hardwood specie, compatible in grain and color to face veneer. 6. Rails: a. Structural Composite Lumber. b. Minimum width before pre- fitting: 1 -3/8 inches (35 mm). Construction: Five -ply with stiles and rails bonded to core, then entire unit abrasive planed before veneering to ensure minimum telegraphing of core components through the face veneers. a. Seven -ply and non - bonded core constructions are not acceptable substitutions. D. Hardware Preparation: All cutouts for mortise hardware shall be made at the factory from hardware manufacturer's templates and approved shop drawings. Hardware and door frame schedules and hardware manufacturer's templates shall be furnished by appropriate subcontractor to the door manufacturer as required. E. All doors shall receive factory finish. 1. Factory Finishing: WDMA System TR -6, catalyzed polyurethane, premium grade. WDMA finish types 2 and 3 are not acceptable. a. Sealer: 3 coats. b. Sanding: 320 grit sandpaper. c. Topcoat: 2 coats. 2. Color: Clear Natural. 3. Top and Bottom Rails: Factory sealed with wood sealer. F. Openings: Cut and trim openings through doors to comply with applicable requirements of referenced standards for kind(s) of door(s) required. Light Openings: Trim openings with Metal Vision Panels by Air - Louvers, Inc. Model "VLF -EZ" or approved equivalent. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 08150 Page 4 DOORS, FRAMES AND HARDWARE 2.2 STEEL FRAMES A. Acceptable Manufacturers 1. Ceco Door Products, An Assa Abloy Group company, 9159 Telecom Drive, Milan, TN 38358, ph: (731) 686 -8345, fax: (731) 686 -4211, www.cecodoor.com. 2. Curries Company; an Assa Abloy Group Company, 1502 12th Street NW, Mason City, IA 50401 -2542, ph: (641) 423 -1334, fax: (641) 424 -8305, www.curries.com. 3. Republic Builders Products Company, P.O. Box 5666, Peoria, AZ 85385, ph: (800) 721 -0405, fax: (623) 412 -8385. 4. Steelcraft, Division of IR Security and Safety, 9017 Blue Ash Road, Cincinnati, OH 45242, ph: (800) 243 -9780 or (513) 745 -6400, fax: (513) 745 -6657, www.steelcraft.com. B. Materials: 1. Cold - Rolled Steel Sheet: ASTM A 1008 / A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. 2. Supports and Anchors: After fabricating, galvanize units to be built into exterior walls according to ASTM A 153 / A 153M, Class B. 3. Inserts, Bolts, and Fasteners: Provide items to be built into exterior walls, hot -dip galvanized according to ASTM A 153 / A 153M. C. Steel Frames: General: Comply with ANSI A250.8 and with details indicated for type and profile. Door Frames: Fabricated from steel sheet. a. Interior Frames: Fabricate interior frames from 0.0598 -inch thick (16 gauge) steel sheet with mitered or coped and welded face corners and seamless face joints. b. Exterior Frames: Fabricate from metallic- coated 0.0785 -inch- thick (14 gauge) steel sheet. 3. Supports and Anchors: Fabricafed from electrolytic zinc - coated or metallic- coated steel sheet. 4. Jamb Anchors: Stud -wall, compression, or post - installed expansion type; not less than 0.042 -inch (1.0 mm) (19 gauge) thick. 5. Floor Anchors: Formed from same material as frames, not less than 0.042 -inch (1.0 mm) (19 gauge) thick. 6. Plaster Guards: Formed from same material as frames, not less than 0.016 -inch (0.4 mm) (28 gauge) thick. D. Fabrication: 1. General: Fabricate standard steel doors and frames to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 08150 Page 5 DOORS, FRAMES AND HARDWARE 2. Standard Steel Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. a. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible. b. Provide countersunk, flat- or oval -head exposed screws and bolts for exposed fasteners, unless otherwise indicated. c. Plaster Guards: Weld guards to frame at back of hardware mortises in frames installed in concrete or masonry. d. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per anchor. e. Jamb Anchors: Locate anchors not more than 18 inches (460 mm) from top and bottom of frame. Space anchors not more than 32 inches (813 mm) on center. f. Door Silencers: Except on weather- stripped doors, drill stops to receive door silencers. Provide plastic plugs to keep holes clear during construction. 3. Hardware Preparation: Factory prepare standard steel doors and frames to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door Hardware Schedule and templates furnished as specified in Division 8 Section "Door Hardware." a. Comply with applicable requirements in ANSI A250.6 and ANSI /DHI A115 Series specifications for door and frame preparation for hardware. Locate hardware as indicated on Shop Drawings or, if not indicated, according to ANSI A250.8. 4. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints. a. Provide fixed stops and moldings welded on secure side of door or frame. b. Provide loose stops and moldings on inside of doors and frames. E. Finishes: 1. Furnish with factory applied primer: Clean, phosphatize, and finish with one coat of oven cured rust inhibiting gray prime paint ( "Paint Lock ") capable of passing a 120 hour salt spray test in accordance with ANSI A224.1 1990 or ASTM B 117 and a 240 hour humidity test in accordance with ASTM D 1735. Factory -prime for field - painted finish. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 08150 Page 6 DOORS, FRAMES AND HARDWARE 2.3 DOOR HARDWARE A. All door locks, locksets and latchsets shall have lever -type handles, conforming to state handicapped access requirements. All 48 -inch (1200 -mm) wide doors shall have 5 -inch hinges. HW -20 (Main Sales to Food Service Prep) Each shall have: Selected Manufacturer 4 Hinges ....... ..... ..... Bommer BB5000 x 652 1 Closer LCN 4010 AL TBWMS 1 Wall Stop Trimco 1270WVCP 2 Armor Plates.. Trimco KA125 125 630 36" x 2" LTDW 3 Silencers ... Ives SR64 1 Push Plate.. Trimco 1001 -3 x 630 1 Push Pull Trimco 1017 -3 x 630 HW -44 (Double paired doors for Closet) Each shall have: Selected Manufacturer 6 Hinges.. . 1 Lock 2 Flushbolts 1 Dustproof Strike 2 Wall Stop ....... . 2 Armor Plate 2 Silencers Bommer BB5000 x 652 x NRP .Schlage ND53RD RHO 626 13 -047 10 -025 Trimco 3917 -12 626 Trimco 3910 626 Trimco 1270WVCP 630 Trimco K0050 x 630 34" x 2" LTDW Ives SR64 ............... PART 3 EXECUTION 3.1 INSTALLATION A. General: Install steel doors, frames, and accessories according to Shop Drawings, manufacturer's data, templates and instructions, and as specified. Hardware Placement: 1. All electrical wiring for door systems to be installed in masonry walls. 2. Reference the Door and Hardware Institute Handbook "Recommended Locations for Builders' Hardware for Standard Steel Doors and Frames ". 3. Comply with the current edition of State rules and regulations for barrier -free design and Title III of the Americans with Disabilities Act. C. Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. 1 . Except for frames located in existing concrete, masonry, or gypsum board assembly construction, place frames before constructing enclosing walls and ceilings. 2. In metal -stud partitions, install at least three wall anchors per jamb at hinge and strike levels. In steel -stud partitions, attach wall anchors to studs with screws. 3. In in -place gypsum board partitions, install knock -down, slip -on, drywall frames. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 END OF SECTION 08150 MULVANNYG2 ARCHITECTURE SECTION 08150 Page 7 DOORS, FRAMES AND HARDWARE D. Wood Door Installation: Install frames in accurate location indicated on Drawings; anchor securely in place. Fit and trim wood doors as follows: 1. Fit doors to frames with uniform clearance, not more that 1/8 inch (3 mm) at heads and jambs and proper clearance at threshold to clear flooring. As required during progress of the work, remove and reset doors and hardware for the installation of work of other trades. 2. Clearance Unless Noted Otherwise: a. 1/8 inch (3 mm) at top and sides and between meeting stiles of pairs of doors. b. Where thresholds occur, provide 1/4 inch (6 mm) clearance at bottom of doors and where no threshold, provide 3/8 inch (9.5 mm) clearance over finish floor covering at bottom of single door and 1/4 inch (6 mm) at bottom of pairs of doors, with minus 1/16 inch (1.5 mm) tolerance. 3. Factory- Fitted Doors: Align in frames for uniform clearance at each edge. 3.2 ADJUSTING AND CLEANING A. Prime Coat Touchup: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air - drying primer. B. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 . SECTION 08150 Page 8 DOORS, FRAMES AND HARDWARE (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 08800 GLASS AND GLAZING 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 glass, glazing, and related accessories. 1.3 ACTION SUBMITTALS A. Samples: Submit samples of all types and colors of glazing. Give manufacturer's name, color and location of each to be used. Do no glazing until samples are approved by Architect. 1.4 DELIVERY, STORAGE, AND HANDLING A. Protect glazing materials according to manufacturer's written instructions. Prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes. B. Comply with insulating -glass manufacturer's written recommendations for venting and sealing units to avoid hermetic seal ruptures due to altitude change. C. Original labels, showing manufacturer's name, type of glass, thickness, and safety glazing standard, are required on each piece of glass. Deliver other glazing materials in original containers, manufacturer's label thereon. PART2 PRODUCTS 2.1 GLASS PRODUCTS, GENERAL A. Thickness: Where glass thickness is indicated, it is a minimum. Provide glass lites in thicknesses as needed to comply with requirements indicated. B. All glazing materials used in glazed doors and glazed panels adjacent to doors or in other locations where indicated shall be safety glass, complying with U.S. Consumer Product Safety Commission Standards for Architectural Glazing Materials 16CFR 1201C1 and 011 and local Authority Having Jurisdiction. 2.2 GLASS MATERIALS A. Acceptable Manufacturers: 1. PPG Industries, Inc., One PPG Place, Pittsburgh, PA 15272, ph: (412) 434 -2858, fax: (412) 434 -3675, www.ppgglass.com. 2. Pilkington Building Products North America, 811 Madison Ave. Toledo OH 43697- 0799. ph: (419) 247 -3731, fax: (419) 247 -4517. www.pilkington.com. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive tv1G2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 08800 Page 2 GLASS AND GLAZING B. Clear Fully- Tempered Float Glass: ASTM C 1048; Type I; Quality -Q3; Class I (clear) unless otherwise indicated; of kind and condition indicated. 1. Fabrication Process: By horizontal (roller - hearth) process with roll -wave distortion parallel to bottom edge of glass as installed unless otherwise indicated. 2. For uncoated glass, comply with requirements for Condition A. 3. Thickness: 1/4 -inch (6 mm). 4. Polished both sides. 5. Provide safety glazing labeling. C. Glazing Sealants: 1. Compatibility: Provide glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating - glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range. 4. Accessories: Provide accessories of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. PART 3 EXECUTION 3.1 PREPARATION A. Obtain exact size of glass at project. Thicknesses are subject to normal commercial tolerances. Size of pieces must be limited as indicated in applicable portions of the Building Code. B. Do no glazing when temperatures are below 40 deg F (4 deg C). Do no glazing in wet weather except under cover. C. Contractor responsible for glass damaged or broken during construction. Leave whole, free from scratches or rattles. D. Cut glass to fit openings with even clearance all around. Continuous clean cut edges will be required; scratches and nipped edges will not be permitted. 3.2 INSTALLATION A. Conform to quality workmanship and methods as considered standard practice in the industry, and specific items as specified in this section and modified herein. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive 11/IG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12103/09 SECTION 08800 Page 3 GLASS AND GLAZING B. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. C. Adjust glazing channel dimensions as required by Project conditions during installation to provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. D. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance. E. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction testing. F. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. G. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. H. Provide spacers for glass lites where length plus width is larger than 50 inches (1270 mm). 1. Locate spacers directly opposite each other on both inside and outside faces of glass. Install correct size and spacing to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements. 2. Provide 1/8 -inch (3 -mm) minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape. I. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. J. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. K. Set glass lites with proper orientation so that coatings face exterior or interior as specified. L. Where wedge- shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage so gasket cannot walk out when installation is subjected to movement. M. Square cut wedge- shaped gaskets at corners and install gaskets in a manner recommended by gasket manufacturer to prevent corners from pulling away; seal corner joints and butt joints with sealant recommended by gasket manufacturer. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 08800 Page 4 GLASS AND GLAZING N. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. O. Install sealants per manufacturer's written installation instructions. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. P. Tool exposed surfaces of sealants to provide a substantial wash away from glass. 3.3 CLEAN -UP A. Clean all glass on both sides before final acceptance. END OF SECTION 08800 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 ?/ 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09260 GYPSUM BOARD ASSEMBLIES PART 1 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: 1. Interior gypsum wallboard. 2. Gypsum backing panels. 3. Non -load- bearing steel framing. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Product Data: For each product indicated. 1.4 QUALITY ASSURANCE 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. 1.5 PRODUCT HANDLING A. 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 the products specified. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09260 Page 2 GYPSUM BOARD ASSEMBLIES 2.2 STEEL FRAMING 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. Partition and Soffit Framing: 1. Steel Studs and Runners: ASTM C 645, in depth indicated. a. Metal Thickness: 0.0312 inch (20 ga) minimum, unless otherwise indicated on Structural Drawings. 2. Deep -Leg Deflection Track: ASTM C 645 top runner with 2 -inch (50 mm) 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. 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 (1.3 mm) (16 gauge) bare steel thickness, with minimum 1/2 -inch (12 mm) wide flange, and in depth indicated. a. Clip Angle: 1 -1/2 by 1 -1/2 inches (38 x 38 mm), 0.068 -inch (1.73 -mm) (16 gauge) thick, galvanized steel. 5. Z- Shaped Furring: With slotted or nonslotted web, face flange of 1 -1/4 inches (32 mm), wall attachment flange of 7/8 inch (22 mm), minimum bare metal thickness of 0.0179 inch (0.45 mm) (25 gauge), 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. 2.3 PANEL PRODUCTS 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: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M, as applicable to type of gypsum board indicated and whichever is more stringent. Use 5/8 -inch (16 mm) thick, Type X, with long edges tapered. typical. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09260 Page 3 GYPSUM BOARD ASSEMBLIES C. Gypsum Board Trim Accessories 1. Trim for Interior Exposure: ASTM C 1047. D. Interior Wall Backing Panels: 1. At polymer flooring base and at Fiberglass Reinforced Plastic Panels (FRPP) in food preparation areas: Provide 5/8 inch (16 mm) thick, gypsum fiber panels without face paper. Use "Fiberock Brand Aqua Tough Sheathing Panels" manufactured by United States Gypsum Co. 2.4 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475 / C 475M. B. Joint Tape: 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. 2.5 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 20 gauge to 10 gauge thick. 2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. C. 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 (3 mm) thick. in width to suit steel stud size. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09260 Page 4 GYPSUM BOARD ASSEMBLIES PART 3 EXECUTION 3.1 NON - LOAD - BEARING STEEL FRAMING INSTALLATION A. General: Comply with ASTM C 754 and ASTM C 840 requirements that apply to framing installation. B. 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. 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. 1 . Space screws a maximum of 12 inches (300 mm) on center for vertical applications. 2. Space fasteners in panels that are tile substrates a maximum of 8 inches (200 mm) on center. 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 less than one framing member in alternate courses of hoard. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive Tukwila, Washington 98188 MG2 14 93- 0440 -23 Printed on 12/03/09 SECTION 09260 Page 5 GYPSUM BOARD ASSEMBLIES b. Install control joints in partitions and wall furring runs exceeding 30 feet (9.1 m). c. Space control joints not more than 30 feet (9.1 m) on center. 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 FRPP: Install with 1/4 -inch (6 mm) 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. 3.4 FINISHING 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. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09260 Page 6 GYPSUM BOARD 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 for All Other Locations: Embed tape and apply separate first and fill coats of joint compound to tape, fasteners, and trim flanges, with the surface free of excess compound. Tool marks an ridges are not acceptable. END OF SECTION 09260 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09510 ACOUSTIC CEILINGS 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 lay -in acoustical board and suspended ceiling system 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" 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 to 12 inches (3 mm to 300 mm). 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 (150 -mm) square Samples of each type, color, pattern, and texture. 3. Exposed Suspension System Members, Moldings, and Trim: Set of 8 -inch (200 - mm) long Samples of each type, finish, and color. 1.4 COORDINATION A. Coordinate as necessary with other trades to insure proper and adequate provisions for the work of their trades. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 09510 Page 2 ACOUSTIC CEILINGS 1.5 PRODUCT HANDLING A. 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. PART2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: 1. Armstrong World Industries, Inc., 150 N. Queen Street, Lancaster, PA 17603 -3550, ph: (888) CEILING or (717) 397 -0611, fax: (800) 572 -TECH, www.ceilings.com; 2. 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. 3. Certainteed, 5301 W. Cypress Street, Suite 300, Tampa, FL 33607 -1766, ph: (800) 235 -6839, fax: (813) 286 -3991, www.certainTeed.com. 2.2 CEILING SUSPENSION SYSTEM A. Acceptable Product: Armstrong "Prelude XL 15/16 -inch (24 mm) Exposed Tee System ", with fire - rating where required. 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 (24 mm) wide metal caps on flanges. 1. Structural Classification: Heavy -duty system. 2. End Condition of Cross Runners: Override (stepped) or butt -edge type. 3. Face Design: Flat, flush. 4. Cap Material: Steel 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. Use system with code - approved components for use in Seismic resisting applications. Include Compression Post, three -way splay wire configurations, locking post anchor clips, seismic clips, and seismic perimeter trim, as required. 2.3 AC -2: MOISTURE RESISTANT CEILING BOARD A. Lay -In Washable Ceiling Board: Provide scrubbable, soil- resistant, square edged panels, 5/8 x 24 x 48 inches (16 x 600 x 1200 mm), white color, with Class A Flame Spread, approved by USFDA and local health departments for use in food preparation areas. Product: Use Armstrong "Clean Room VL, Non - Perforated Panels ", Item No. 870, or equivalent product manufactured by USG Interiors or CertainTeed. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09510 Page 3 ACOUSTIC CEILINGS 2.4 METAL EDGE MOLDINGS AND TRIM A. General: Provide type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that comply with seismic design requirements; formed from sheet metal of same material, finish, and color as that used for exposed flanges of suspension system runners. B. Provide manufacturer's standard edge moldings that fit acoustical panel edge details and suspension systems indicated and that match width and configuration of exposed runners, unless otherwise indicated. PART 3 EXECUTION 3.1 GENERAL A. Conform to standard specifications, manufacturer's printed directions, and approved shop drawings. B. Install hold -down clips with ceiling board. 3.2 PREPARATION A. Acoustic board subcontractor shall verify all existing building conditions and coordinate his work with all other trades. 3.3 INSTALLATION OF CEILING SUSPENSION SYSTEM A. Conform to standard specifications, manufacturer's printed directions and approved shop drawings. Finish surfaces level and true, with a tolerance of 1/4 inch in 12 feet (6 mm in 3.66 m). 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 8 inches (200 mrrj) from wall, with heavy duty hangers at 4 feet (1200 mm) on center, 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09510 Page 4 ACOUSTIC CEILINGS 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 lay -in ceiling board according to manufacturer's recommendations and as detailed on Drawings. B. Replace all damaged boards prior to final acceptance. 3.5 FINISHING A. Finished surfaces shall be clean, undamaged and of uniform appearance. If cleaning proves ineffective, replace soiled board at no additional cost. 3.6 EXTRA MATERIALS A. Delivery two extra boxes of each board type specified (unopened) to Owner for future replacement. 0 END OF SECTION 09510 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09650 RESILIENT FLOORING PART 1 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 resilient base and accessories. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Product Data: For products specified. 1.4 DELIVERY AND STORAGE 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 to 100 deg F (18 to 38 deg C). PART 2 PRODUCTS 2.1 RUBBER BASE A. Resilient Base Standard: ASTM F 1861. 1. Material Requirement: Type TS (rubber, vulcanized thermoset) or Type TP (rubber, thermoplastic). 2. Manufacturing Method: Group. I (solid, homogeneous). 3. Style: Straight (flat or toeless) at carpet; Cove (base with toe) at other locations. 4. Minimum Thickness: 0.125 inch (3 mm). 5. Height: 4 inches (100 mm) or 6 inches (150 mm), as indicated on Drawings. 6. Lengths: Coils in manufacturer's standard length. 7. Outside Corners: Preformed. 8. Inside Corners: Preformed. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09650 Page 2 RESILIENT FLOORING Color: Burke Industries, Color 204 "Gray ". C. Acceptable Manufacturers: 1. Burke Mercer Flooring Products, Div. of Burke Industries, 2250 S. 10th 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., Fostoria, OH 44830 -1158, ph: (800) 537 -9527 or (419) 435 -8546, fax: (419) 435 -1056. 3. Flexco, 1401 E. 6th Street, Tuscumbia, AL 35674, ph: (800) 633 -3151 or (256) 383- 7474, fax: (800) 346 -9075, www.flexcofloors.com. PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of resilient products. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Do not install resilient products until they are same temperature as the space where they are to be installed. 1. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation. C. Clean substrates to be covered by resilient products immediately before installation. D. Install base after all other trades, including painting, have been completed. E. All surfaces to receive resilient base shall be dry, clean and smooth. 3.3 INSTALLATION OF BASE AND ACCESSORIES A. Install base on top of flooring with preformed corners neatly fitted. Attach base to finish walls with adhesive spread evenly. 1. Base shall not be applied until backing material is thoroughly dried. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09650 Page 3 RESILIENT FLOORING 3.4 CLEANING AND PROTECTION A. After base has set sufficiently, wash with a neutral cleaner. B. Protect base from damage until project completion and leave clean. END OF SECTION 09650 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 (This Page Intentionally Left Blank) MULVANNYG2ARCHITECTURE 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09700 POLYMER FLOORING 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 polymer flooring systems. 1.3 SINGLE PRODUCT SOURCE A. The Owner has a National Account with HTI Polymer, Inc. to supply all products specified in this section. HTI POLYMER, INC. Attn: Chris Campton 18732 - 142nd Ave NE Woodinville, WA 98072 Phone: (425) 487 -8911 Fax: (425) 487 -8915 Email: chris @htipolymer.com B. Four weeks notice is required prior to installation of polymer floors. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Product Data: Submit product data, including manufacturer's product sheet and installation instructions, for specified products. C. Samples: Submit selection and verification samples for finishes, colors and textures. Submit two samples of each type of floor finish. 1.5 JOB CONDITIONS A. Concrete substrate shall have cured for a minimum of 30 days. Concrete sub - floors on or below grade shall be adequately waterproofed. Concrete need not be sealed. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09700 Page 2 POLYMER FLOORING Job area to be free from all trades during and 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 General Contractor. 1.6 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. Construction lighting shall be provided by the General Contractor. Provide with the following minimum levels or tamping: 1. As a minimum, use the overhead fluorescent lights included in this project in the Food Prep areas. General Contractor to maintain installation area air temperature at 68 degree F (20 deg C) minimum and slab temperature above 65 degree F (18 deg 0). 1.7 DELIVERY, STORAGE, AND HANDLING A. Material shall be delivered to the job site and checked by HTI Polymer, Inc. for completeness and shipping damage prior to job start. B. Material shall be stored in a dry, enclosed area protected from exposure to moisture. Temperature shall be maintained between 60 to 90 deg F (15 to 32 deg C). 1.8 WARRANTY A. HTI Polymer, Inc. shall furnish Owner with a two -year joint and several warranty covering both the materials and installation of joints and finishes. Additional specific warranty information, including repairs, is covered in the National Account Agreement. Included in the National Account Agreement is a 5 -year limited warranty. PART 2 PRODUCTS 2.1 MANUFACTURER GENERAL POLYMERS Division of The Sherwin Williams Company 145 Caldwell Drive Cincinnati, OH 45216 Contact: Scott Kaiser Phone: (503) 319 -5209 Fax: (503) 393 -3537 Email: scott.f.kaiser @sherwin.com Website: www.generalpolymers.com MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09700 Page 3 POLYMER FLOORING 2.2 POLYMER FLOORING A. System Descriptions: Furnish and install all products in this Section adhering to detailed descriptions in this Section. 1. PF -1: General Polymers TPM 115 U -1 (modified +1- 1/4 inch (6 mm) thick). a. Penetrating, moisture tolerant, two- component epoxy primer applied at 250 sf / gal. 1) Approved Product: General Polymers 3579 or 3561. b. High - performance, three - component mortar consisting of epoxy resin, curing agent, and selected graded aggregate blended with inorganic pigments. Mortar base layer to be 3/16 inch (4.5 mm) thick. 1) Approved Product: General Polymers 3561 and General Polymers 5115. c. Two- component, thixotropic epoxy undercoatapplied at 80 sf / gal. 1) Approved Product: General Polymers 3744 Clear. d. Brightly colored quartz aggregate broadcasted to refusal at a rate of 1/2 lb / sf. 1) Color: Costco "Custom Malt ". 2) This broadcast layer must completely cover the trowelled base in color, with no base color visibly showing through the broadcast course. If the broadcast course does not completely cover the base, the floor will require a second broadcast coat repeating steps "c" and "d" above. e. Two - component epoxy sealer applied at 80 sf / gal. 1) Approved Product: General Polymers 3744 Clear. f. All control joints in the concrete slab shall be honored by cutting through the epoxy floor and installing a sealant. Sealant shall be polyurea two- component joint sealant. 1) Approved Product: Metzger McGuire RS 88 Semi -Rigid Polyurea Joint Filler. 2) Color: Limestone. B. Polymer Flooring Finish Schedule: PF -1 TPM 115 U -1, Color "Custom Malt ", Medium Texture (Food Service). C. Finishes: 1. Follow finish schedule on construction documents and strictly adhere to specification, paying particular attention to materials and systems described above in Paragraph 2.2 A of this Section. The Owner and /or the Owner's Representative reserve the right to test materials for conformance to specification including but not limited to thickness. If the installed product does not meet or exceed MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09700 Page 4 POLYMER FLOORING specifications, the product must be removed and remedied to conform to specifications. PART 3 EXECUTION 3.1 SUBSTRATE PREPARATION A. Concrete preparation shall be by a Blastrac machine, utilizing shot, or diamatic orbital grinder as a means of removing all laitance. 3.2 COORDINATION A. All areas requiring polymer flooring finish except Restrooms: 1. All floor drains, sinks, or utility boxes shall be placed so that the top finished elevation of the fixture is set 3/16 inch (4.5 mm) above the finished elevation of the concrete slab. HTI Polymer will be responsible for providing a smooth transition of the polymer floor to the fixtures. General Contractor is responsible for proper drainage, overall. 3.3 INSTALLATION A. Install polymer flooring finishes in strict adherence to manufacturer's written installation instructions and as specified in Part 2 of this Section. B. Dispose of all garbage and debris in refuse containers. Containers are the responsibility of the General Contractor. END OF SECTION 09700 MULVANNYG2 ARCFIITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09770 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP) 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. Section includes Sanitary Wall Surfacing in Food preparation areas and in other areas of construction for wall protection. B. Related Sections: 1. Division 9 Section "Gypsum Board Assemblies" for 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Product Data: Submit product data, including manufacturer's product sheet and installation instructions, for specified products. C. 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. D. Samples: Submit selection and verification samples for finishes, colors and textures. Submit two samples of each type of panel, trim and fastener. E. Test Reports: Certified test reports showing compliance with specified performance characteristics and physical properties. F. Certificates: Product certificates signed by manufacturer certifying materials comply with specified performance characteristics, criteria and physical requirements. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09770 Page 2 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP) 1.5 QUALITY ASSURANCE 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 UL (ULC) labeled as Class "A ", flame spread not exceeding 20. 1.6 DELIVERY, STORAGE AND HANDLING A. Ordering: Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays. 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. C. 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. D. Handling: Remove foreign matter from face of panel by using a soft bristle brush, avoiding abrasive action. 1.7 PROJECT CONDITIONS A. Environmental Requirements: 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 forty -eight (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. 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 A. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to, and not a limitation of, other rights Owner may have under Contract Documents. Warranty Period: 5 years commencing on Date of Substantial Completion. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09770 Page 3 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP) PART2 PRODUCTS 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., PO Box 2429, Joilet, IL 60434; website: www.glasbord.com, contact: Gary Kennedy; ph: (541) 504 -9850, fax (815) 467- 8666; email: gkennedy @cranecomposites.com. Use Kernlite Fire -X Glasbord Fiberglass Panels with "Surfaseal" Surface Protection: 1. Color #85 White. 2. Rating: UL (ULC) classified, Class I (A) Interior Finish Material. 3. Thickness: 3/32 inch (2.3 mm). 4. Size: 4 x 8 feet (1.2 x 2.4 m) or 4 x 10 feet (1.2 x 3.0 m). 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. PART 3 EXECUTION 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. 3.2 EXAMINATION 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. 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. 3.3 INSTALLATION A. Cut and drill panels with carbide tipped saw blades or drill bits, or cut with snips. B. Install panels with manufacturer's recommended gap for panel field and corner joints. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09770 Page 4 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP) C. For trowel type and application of adhesive, follow adhesive manufacturer's recommendations. Use products acceptable to panel manufacturer and install FRPP system in accordance with panel manufacturer's printed instructions. 3.4 CLEANING 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. 3.5 PROTECTION A. Protection: Protect installed product and finish surfaces from damage during construction. END OF SECTION 09770 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09900 PAINTING PART 1 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. The Work 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09900 Page 2 PAINTING 1.3 RELATED SECTIONS A. Coordinate related work specified in other Sections of the Specifications, including, but not limited to the following: 1. Division 5 for shop priming of structural and miscellaneous metal fabrications. 2. Division 8 "Doors, Frames and Hardware" for shop primed of steel doors and frames 1.4 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. 1.5 ACTION SUBMITTALS A. Samples: 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 inches (200 x 300 mm) 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09900 Page 3 PAINTING 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 for jobsite comparison purposes. 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. 1.6 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Product Data: 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. 1.7 DELIVERY, STORAGE AND HANDLING 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. Storage and Handling: 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. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09900 Page 4 PAINTING 2. Ventilate storage areas; comply with all regulations of the governing authorities. 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. 1.8 EXTRA MATERIALS A. Upon completion of the work, deliver to the Owner extra paints equaling 5 gallons of each color used in each coating material used. Provide extra materials in tightly sealed, clearly labeled containers, indicating application location, paint type and number. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: THE SHERWIN - WILLIAMS COMPANY www.sherwin - williams.com Contact: Ed Stein Office Ph: (509) 465 -8426 Cell Ph: (509) 994 -6394 Email: ed.stein @sherwin.com ICI PAINTS 554 East End Drive Holland MI 49423 www.iciduluxpaints.com Contact: Kevin Lastacy Ph: . (616) 335 -3259 Fax: (616) 335 -3401 Email: kevin_lastacy @ici.com PPG ARCHITECTURAL FINISHES, INC. One PPG Place Pittsburgh, PA 15272 www.ppg.com Contact: Marie Carr Ph: (866) 298 -7245 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Castco Drive MG2 4 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09900 Page 5 PAINTING C. Material Compatibility: 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. 2.2 INTERIOR PAINT MATERIALS A. Un- galvanized and Galvanized Steel Metals — Semi - Gloss: Includes paint on steel door frames and all exposed steel surfaces. 1. Sherwin - Williams: a. First Coat: DTM Acrylic Primer / Finish B66W1 b. Second and 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 ". B. Gypsum Wallboard — Semi - Gloss: 1. Sherwin - Williams: a. First Coat: Preprite 400 Interior Latex Wall Primer B28W400 (4 mils wet, 1.2 mils dry). b. Second and 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 ". MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09900 Page 6 PAINTING C. Mechanical and Electrical Equipment — Semi - Gloss: 1. Sherwin- Williams: a. First Coat: DTM Acrylic Primer/ Finish B66 b. Second and Third Coats: ProMar 200 Int. Latex Semi -Gloss Enamel (4 mils wet, 1.3 mils dry per coat). D. Woodwork and Wood Trim — Varnish: Sand before and after all coats. 1. Sherwin- Williams: a. First and Second Coats: Wood Classics Polyurethane Varnish, A67 Series. 2.3 EXTERIOR PAINT MATERIALS A. Un- galvanized and Galvanized Steel Metals — Gloss: Includes paint on all exposed and unfinished steel surfaces. 1. Sherwin- Williams: a. First Coat: Pro Cryl Universal Water Based Primer B66 -310 (2.0 -4.0 mils dry). This field - applied primer coat is required, whether or not steel has been shop primed. b. Second and Third Coats: Sher -Cryl HPA High Performance Acrylic B66 Series (2.5 -4.0 mils dry). B. Copper: HVAC and Refrigeration unit condensate drain piping and tubing above the roof line. 1. Sherwin- Williams: Semi - Gloss. a. First Coat: - DTM Wash Primer B71Y1. b. Second Coat: Sher -Cryl HPA High Performance Acrylic B66 Series (2.5 -4.0 mils dry). 2.4 PAINT STRIPPER 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. Sherwin- Williams: Savogran Strypeeze Diedrich: 505 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09900 Page 7 PAINTING PART 3 EXECUTION 3.1 SURFACE CONDITIONS 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: 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. Galvanized and Ungalvanized Steel Surfaces: Mechanically remove all rust and loose materials from seams, joints, connections and other impaired areas. Spot prime those same areas using primer product specified. Re -prime the entire steel structure prior to applying finish coats. 4. Spot prime all exposed nails and other damaged metal surfaces which are to be painted, using a primer recommended by the manufacturer of the coating system. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 09900 Page 8 PAINTING 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. Prime edges, ends, faces, and backsides of plywood panels. After priming, fill holes and imperfections in the finish surfaces with putty or plastic wood filler. Sand smooth when dried. 4. Lightly sand enamel and varnish finishes between coats to a dull surface. 5. Prepare all wood doors per door manufacturers recommendations and AWI Standards. Preparation of Galvanized Metal Surfaces: 1. Allow to weather prior to coating. Solvent clean per SSPC -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 SSPC -SP7 to remove treatments. 3. Clean galvanized ferrous -metal surfaces; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent and /or mechanical cleaning methods that comply with SSPC recommendations. a. Blast -clean steel surfaces as recommended by coating manufacturer and according to SSPC -SP6 /NACE No. 3. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. c. Spot prime and touch up bare areas, seams, joints, connections, and shop - applied prime coats that have been damaged. Wire brush, solvent clean, and touch up with primer specified. d. Prime all galvanized steel surfaces prior to applying finish coats. D. Preparation of Steel and Other Metals: 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 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. Provide a bonding coat over pre- finished metal panels to promote adhesion of finish coats. 4. Clean ungalvanized ferrous -metal surfaces that have or have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent and /or mechanical cleaning methods that comply with SSPC recommendations. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Cosico Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 09900 Page 9 PAINTING a. Blast -clean steel surfaces as recommended by coating manufacturer and according to SSPC -SP6 /NACE No. 3. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. c. Spot prime and touch up bare areas, seams, joints, connections, and shop - applied prime coats that have been damaged. Wire brush, solvent clean, and touch up with primer specified. d. Re -prime all steel surfaces prior to applying finish coats. 5. Zinc, lead and copper requiring paint are to be cleaned with commercial pre - treating solution or solution consisting of 4 ounces (0.11 kg) of copper sulphate in one gallon of water. Permit solution to dry on surface not less than 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. E. 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 spackled nail heads smooth. 3. Drywall must be clean and dry and all dust thoroughly removed at time of paint application. F. 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 D 4259. G. 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. 5. Labels: All code - required labels such as Underwriters Laboratories Inc.. or Factory Mutual Research Corporation, identification plates, instruction plates, performance rating nomenclature. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 1/ 93- 0440 -23 Tukwila. Washington 98188 Printed on 12!03/09 SECTION 09900 Page 10 PAINTING 6. Signs: Wall and door mounted room identification and building directional signs. 3.3 PAINT APPLICATION A. General: 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. Apply finish coating to all exposed surfaces and edges of plywood panels in Tire Center. 6. 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 materials. 7. 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. Environmental Conditions: 1. Exterior painting to be performed when surface to receive coating temperature is between 50 to 120 deg F (10 to 48 deg C), no hotter or colder. Do no painting when the relative humidity exceeds 85 percent. 2. Maintain interior temperature at 50 deg F (10 deg C) or higher during interior painting. Maintain interior temperature at 70 deg F (21 deg C) 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 2 to 7 days. 3.4 COVERAGE 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 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 10265 IMPACT - RESISTANT WALL PROTECTION PART 1 GENERAL 1.1 RELATED DOCUMENTS 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: 1. Corner guards B. Related Sections: 1. Division 8 Section "Door Hardware" for kick, armor, and push plates. 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 Certification" 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 "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" 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 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. Corner Guards: 12 -inch (300 -mm) long Samples of each type of impact- resistant wall protection system component required. Include examples of joinery, corners, and field splices. 1.4 QUALITY ASSURANCE 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 10265 Page 2 IMPACT - RESISTANT WALL PROTECTION 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. 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. 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: 1. IPC lnpro Corp., S. 80 W, 18766 Appollo Drive, Muskego, WI 53150, ph: (800) 222 -5556 or (262) 679 -9010, fax: (262) 679 -9127, www.inprocorp.com. 2. Pawling Corporation, 32 Nelson Hill Road, Wassaic, NY 12592, ph: (800) 431 -3456 or (845) 373 -9300, fax: (800) 377 -4403, www.pawling.com. 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 (90 by 90 mm) or 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 (3 mm). 4. Chamfer the leading edges. 5. Provide protective covering on the guards until Owner occupancy. Adhesive: Field applied high strength heavy duty polyurethane or equal adhesive as recommended by the corner guard manufacturer for the receiving substrate. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 10265 Page 3 IMPACT - RESISTANT WALL PROTECTION PART 3 EXECUTION 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 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 at least 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 CLEANING A. Remove all adhesive and excessive sealant from face of materials using solvent or cleaner recommended by panel manufacturer. B. Remove surplus materials, rubbish, and debris, resulting from installation, on completion of work and leave installation areas in neat, clean condition. END OF SECTION 10265 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 10265 Page 4 IMPACT - RESISTANT WALL PROTECTION (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO VVHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 11410 REFRIGERATION INSTALLATION WORK PART1 GENERAL 1.1 GENERAL A. The Contract Agreement, General Conditions, Special Conditions, this Specification Section and the Drawings shall govern the execution of the work described herein. 1.2 SCOPE OF WORK 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 - HILL PHOENIX 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 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 FINAL ACCEPTANCE AND PAYMENT A. Warranty: 1. Provide one year warranty for minor materials and equipment, and standard 90 day complete service. 1.4 PREVENTATIVE MAINTENANCE 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, if applicable. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 11410 Page 2 REFRIGERATION INSTALLATION WORK 1.5 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. 1.6 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. 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 Construction Schedule Requirements. Owner will arrange and pay for delivery of items. 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. Owner will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Contractor. 1.7 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. 4. Condenser Piping Valves indicated on Drawings as Factory Supplied and Installed. 5. Cooler enclosure wall and ceiling panels, together with the following - a. Sliding doors on walk -in cooler enclosures. b. Cooler reach -in doors. 6. Cooler Thermometers. 7. Produce Cooler "Night Curtain'. 8. Air Curtains. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive MG2 # 93- 0440 -23 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 11410 Page 3 REFRIGERATION INSTALLATION WORK 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. 1.8 REFRIGERATION INSTALLATION CONTRACTOR WORK ITEMS 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. 1.9 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. 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 enclosure wall panels MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 11410 Page 4 REFRIGERATION INSTALLATION WORK PART2 PRODUCTS 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. 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 to 80 feet (12.28 to 24.38 m) or less, and at every 100 feet (30 m) 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 percent 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 he made with "Easy - flow" or approved equal. 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 feet 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 -inch (19 mm) wall AP Armaflex® for all tubing with operating temperatures below +40 deg F ( +4 deg C) and a minimum of 1/2 -inch (12 mm) wall AP Armaflex® for all tubing with operating temperatures above +40 deg F ( +4 deg C). 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. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 4 93- 0440 -23 Tukwila. Washinglon 98188 Printed on 12/03/09 SECTION 11410 Page 5 REFRIGERATION INSTALLATION WORK 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. 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 inches (150 mm) minimum with all openings sealed with spray foam. 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. K. Evacuation of systems shall be performed in the following manner: 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. P. Label all racks and control panels with the following: 1. System Number 2. Refrigerant Type 3. Required Electrical Data 4. Serial Number MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 11410 Page 6 REFRIGERATION INSTALLATION WORK 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 feet (9.1 m) 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 deg F ( -1 deg C). 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. 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 3 days of arrival. After 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. a. Provide as -built distribution panel schedules for panels related to refrigeration equipment upon completion of installation. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive NMG2 a 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 11410 Page 7 REFRIGERATION INSTALLATION WORK 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. Anti -sweat heaters for glass 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 food service cooler lighting to 50 -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 at reach -in doors for cooler and freezer. E. Provide and install drain heat tape where indicated on Refrigeration Drawings. 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. Sliding doors on Walk -ins 2. Cooler reach -in doors 3. All close -offs associated with panels, cases, windows and columns B. Remove and dispose of all crating and general installation debris C. Observe Construction Schedule Requirements. 1. Adjust all doors for proper alignment and swing. Traffic doors are to be wrapped in plastic throughout construction to avoid damage. 2. Insulate and seal all openings in cooler panels caused by pipe penetrations 3. Touch up all panels as required with matching paint 4. Install all sliding and vertical rise doors as shown on the Drawings. 5. Install Traffic Doors in Food Service cooler. Make assembly air tight by adjusting alignment pins and eccentric cam -lock fastening systems. 6. Install wall panel to case closures. 7. Provide and install close -offs for all exposed refrigeration lines MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 11410 Page 8 REFRIGERATION INSTALLATION WORK 8. Provide and install metal closure panels between cases or at any other exposed areas (see Drawings for details). Use Materials that match the cases. 9. Seal openings in panels caused by column penetrations, and enclose columns utilizing sheet metal, provided by the installing contractor, matching cooler panel finish. 10. Enclose exposed risers using sheet metal that matches cooler /freezer panel finish. No substandard closures will be accepted. 11. Provide "Mirror Brite" stainless -steel (or approved equal) window closures to match the windows. 12. Install zinc bumpers in front of all cases immediately after cases are set. 13. Remove protective covering /wrap from panels after concrete and floor finish work is complete. 14. Repair panel dents, scrapes and punctures caused by this installation work. 15. After all installing trades have completed their work and before substantial completion inspection, dean panels, beams, interior and exterior surfaces. 3.2 ADJUSTMENT OF CONTROLS AND IDENTIFICATION OF SYSTEMS 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. 3.3 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. Reach -in refrigerator condensate drain lines 4. Water cooled condensing systems 5. Remove and dispose of all crating and general installation debris Labor and Materials 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 11410 Page 9 REFRIGERATION INSTALLATION WORK 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 one inch using Amtrol® 606 -3 copper clad van hangers 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. 3.4 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 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 11410 Page 10 REFRIGERATION INSTALLATION WORK 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 (25 mm) underground conduits for temperature probe cabling between island cases. 3.5 CLOSEOUT REQUIREMENTS A. Demonstration and Training' 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. d. Controls. e. Other key procedures, operation and maintenance. B. Operation and Maintenance Manuals: For refrigeration parts, equipment, alarm and other items important to the proper working of the refrigeration systems. END OF SECTION 11410 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive MG2 # 93- 0440 -23 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15010 MECHANICAL WORK, GENERAL PART1 GENERAL 1.1 DESCRIPTION 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 I. 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 COSTCO WHOLESALE Food Service Remodel 400 Cosico Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15010 Page 2 MECHANICAL WORK, GENERAL 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. 1.2 OWNER'S ALTERNATES 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. 1.3 SUBMITTALS A. Submitted Data 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 -1/2" 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 governing authorities. 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. 1.4 QUALITY A. Standards: Perform all work in accord with the following codes: 1. Local plumbing, mechanical and Building Codes. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI // 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15010 Page 3 MECHANICAL WORK, GENERAL 2. Applicable Energy Code. 3. American Gas Association. 4. National Electrical Code. 5. National Fire Protection Association. 6. All authorities having jurisdiction. 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 furnished and installed by Electrical Contractor. Motors will be wired by Electrical MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI it 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15010 Page 4 MECHANICAL WORK, GENERAL 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. 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. C. Motors and Control 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15010 Page 5 MECHANICAL WORK, GENERAL 1.6 ABBREVIATIONS 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. approximately) 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 galvgalvanized 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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 dean 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 1.17 OPENINGS IN PIPES AND DUCTS: Keep closed during construction. 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 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. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15010 Page 7 MECHANICAL WORK, GENERAL 1.20 INSTRUCTION PERIOD FOR OWNER'S PERSONNEL 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 COSTCO WHOLESALE Fooci Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15010 Page 8 MECHANICAL WORK, GENERAL (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 PART1 GENERAL 1.1 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. PART2 PRODUCTS 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. PART 3 EXECUTION 3.1 EXISTING CONDITIONS MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15050 BASIC MATERIALS AND METHODS PART 1 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 1. Pressure Vessels 2. Inspections 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15050 Page 2 BASIC MATERIALS AND METHODS 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. 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, water heaters and water storage tanks. E. Equipment Guards 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 F. Drip shields above electrical equipment interior to the building 1. Size: To extend a minimum of 12 inchs beyond all outer edges of electrical equipment 2. 16 Ga. minimum, galvanized steel minimum 3. Provide at all locations where piping containing liquids or potential for condensate passes over electrical equipment or panels. 2.2 MOTORS 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI /t 09 -264 Tukwila. Washinglon 98188 Printed on 12/03/09 SECTION 15050 Page 3 BASIC MATERIALS AND METHODS 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. 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. 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. G. Service Factor: Not less than 1.1 NEMA Standard. 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. 2.4 SLEEVES A. General: Shall be Schedule 40 black or gals 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. 2.5 EXPANSION SHELLS AND BOLTS A. Expansion Sheds for Rod Hangers: Phillips self - drilling anchors, Gregory "Bulldog" Omark "Drill Anchors ", or Fastite shells. in holes drilled in structural concrete. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15050 Page 4 BASIC MATERIALS AND METHODS B. Expansion Bolts for Equipment: USM "Molly Parabolt ", or McCullough "Kwik -Bolt" in holes drilled in concrete. 2.6 FORMED STEEL CHANNELS AT SLAB A. Channels: 12 gage min. 1 -3/8" x 1 -5/8" min. cross - section size; Uni- strut, Powerstrut, Storack, or Eristrut. 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.) 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 plasmic tags, construction similar to nameplates, will also be acceptable. 2.10 PIPING IDENTIFICATION MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEi 4 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15050 Page 5 BASIC MATERIALS AND METHODS 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: SERVICE COLOR STENCIL Domestic Cold Water Blue C.W. Domestic Hot Water Red H.W. Domestic Hot Water Circulating Red H.W.C. Condensate Lines Green C. Gas Piping Yellow . 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15050 Page 6 BASIC MATERIALS AND METHODS 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 Fiq Interval PSIG Inter. Graduations PSIG Domestic 0- 150. 20 2 Compressed air .. 0- 150 20 2 E. Service: Use pressure gages suitable for service intended. Install siphons in accord with gage manufacturer's recommendations and best practices of trade. PART 3 EXECUTION 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 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 to pouring 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Cos!co Drive TEI ' 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15050 Page 7 BASIC MATERIALS AND METHODS 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. 3.7 NAMEPLATES AND VALVE TAGS 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 clean earth or sand relatively free of clods or stories. 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI 4 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15050 Page 8 BASIC MATERIALS AND METHODS 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. 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. Clean -up: Leave premises thoroughly clean at completion, 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 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI 4 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15050 Page 9 BASIC MATERIALS AND METHODS 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 information, and anchor bolts for all floor mounted equipment. Provide steel shims and grouting under each base mounting point. 3.14 TEMPORARY HEAT A. Make heating system available and operable as early as practicable for temporary heating of the building. 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. 3.15 DRIP SHIELDS ABOVE INTIERIOR ELECTRICAL EQUPMENT AND PANELS. Drip shield shall be provided above all electrical equipment and panels. END OF SECTION 15050 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15050 Page 10 BASIC MATERIALS AND METHODS (Blank Page) MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila, Washington 98188 Printed on 12/03/09 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. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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 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 0-781) 50 oz. in /in tear 3. Mullen Burst (ASTM D -776) 70 psi 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 COSTCO WHOLESALE Food Service Remodel 400 Costco drive TEI 4 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15250 Page 3 INSULATION 2.5 LAVATORY INSULATION KITS 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. 2.6 INSULATION OF FITTINGS AND VALVES 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. 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. A. JOINT TAPE: Glass fiber reinforced, aluminum foil and kraft paper laminate with vapor barrier characteristics comparable to insulation facing. 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: MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15250 Page 4 INSULATION 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. PART 3 EXECUTION 3.1 GENERAL A. Install: All joints tightly butted. 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 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. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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) Insulation Type Fiberglass Phenolic Urethane Elastomeric Insulation Type Fiberglass Phenolic Urethane Elastomeric Insulation Type Fiberglass Phenolic Urethane Elastomeric B. INSULATION OF DUCTS 1. Insulation Types and Values Insulation Values A. B. C. D. E. V. W 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. 2. Climatic Zone I = 6000 degree days or below. Climatic Zone II = 6001 degree days or more. Duct Location Insulation Types Exterior Zone I D,V,W Zone II E,V,W Unheated Space Zone I C,V Zone II D,V Conditioned Space C,V 3.5 PIPE INSULATION INSTALLATION A. General All insulation shall be continuous through wall and /or ceiling openings and sleeves. 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15250 Page 6 INSULATION 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. Seams: All seams shall be sealed with 4" wide pressure sensitive vapor barrier tape to match insulation facing. Duct Lining: See Section 15880, Part 3 Paragraph D. for execution. END OF SECTION 15250 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15400 SOIL, WASTE AND DRAINAGE PART 1 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 1. Pipe and fittings 2. Cleanouts 3. Fixture supports 4. Drains B. Certificates: Plumbing inspection 1.3 The Owner has a pricing program with StainlessDrains for this material. Product will be available when ordered by the General Contractor according to the following - A. At least three weeks (15 days) before product is needed on the jobsite, contact — Shelia Heller or Jennifer Snider StainlessDrains.com Telephone (888) 785 -2345 Fax (877) 785 -2342 E -mail: shelia @stainlessdrains.com B. Provide the following information ready to Stainlessdrains.com 1. Project Location 2. Bill of Matirial (BOM) including each dain model number and required number 3. Date when needed at jobsite. PART 2 PRODUCTS 2.1 PIPE 9 Contractor to provide written verification from local authority for all substitution.. 0 Contractor to complete substitution request for per specification section 00100 instructions to bidders and provide all savings information. A. Soil Pipe 1. Grease waste lines (Meat & Bakery, Rotisserie, Food Service) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15400 Page 2 SOIL, WASTE AND DRAINAGE a. 2" and smaller above ground: Standard weight galvanized steel; ASTM A120 or A53 Acceptable substitutions if allowed by local code: CPVC; ASTM D1784 — 200 F Rated b. 2 -1/2" and larger above ground: Standard hubless cast iron pipe; CISPI 301* with neoprene sleeve gasket and stainless steel shield and bands CISPI 310 *. Pipe and fittings to carry the collective trademark of the Cast Iron Soil Pipe Institute. Acceptable substitutions if allowed by local code: CPVC; D1784 — 200 F Rated c. Underground: Standard weight hubless cast iron pipe, CISPI 301 *, neoprene sleeve gasket and stainless steel shield and bands CISPI 310 *. Pipe and fittings to carry the collective trademark of the Cast Iron Soil Pipe Institute. Acceptable substitutions if allowed by local code: CPVC D1784 — 200 F Rated *Latest issue shall apply Non Grease waste lines excluding photo lab (Restrooms, condensate from refrigratated cases) a. 2" and smaller above ground: Standard weight galvanized steel; ASTM A120 or A53. Acceptable substitutions if allowed by local code: PVC or ABS b. 2 -1/2" and larger above ground: Standard hubless cast iron pipe; CISPI 301* with neoprene sleeve gasket and stainless steel shield and bands CISPI 310 *. Pipe and fittings to carry the collective trademark of the Cast Iron Soil Pipe Institute. Acceptable substitutions if allowed by local code: PVC or ABS c. Underground: Standard weight hubless cast iron pipe, CISPI 301 *, neoprene sleeve gasket and stainless steel shield and bands CISPI 310 *. Pipe and fittings to carry the collective trademark of the Cast Iron Soil Pipe Institute. Acceptable substitutions if allowed by local code: PVC or ABS *Latest issue shall apply 3. Photo Lab a. Above grade & below grade all sizes: PVC 4. Soda Alcove (From Soda Alcove to next downstream fixture.) a. Above grade & below grade all sizes: PVC B. Vent Piping 1. 1 -1/2" and Smaller above ground: Standard weight galvanized steel: ASTM A120 or A53. Acceptable substitutions if allowed by local code: PVC or ABS 2. 2" and larger above ground MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15400 Page 3 SOIL, WASTE AND DRAINAGE a. Standard weight galvanized steel; ASTM A120 or A53. b. Standard weight hubless cast iron pipe; CISPI 301 *, neoprene sleeve gasket, stainless steel shield and bands CISPI 310 *. Pipe and fittings to carry the collective trademark of the Cast Iron Soil Pipe Institute. Acceptable substitutions if allowed by local code: PVC or ABS 3. Underground: Standard weight hubless cast iron pipe, CISPI 301*, neoprene sleeve gasket, cast iron mechanical coupling. Pipe and fittings to carry the collective trademark of the Cast Iron Soil Pipe Institute. Acceptable substitutions if allowed by local code: PVC or ABS *Latest issue shall apply C. Indirect Waste Piping: Galvanized steel pipe, copper or plastic. D. Roof Drain Piping 1. Schedule 40 black steel, welded or grooved end fittings. 2. Standard weight hubless cast iron pipe: CISPI 301* neoprene sleeve gasket, stainless steel shield and bands CISPI 310 *. Pipe and fittings to carry the collective trademark of the Cast Iron Soil Pipe Institute. Acceptable substitutions if allowed by local code: PVC or ABS 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 *Latest issue shall apply 2.2 FITTINGS 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. Stainless steel body and frame, round smooth plate secured top, PVC plug. 2. Acceptable mfrs.: Stainlessdrains.com 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. 2.4 FIXTURE SUPPORTS A. Acceptable mfrs.: Zurn, Jay R. Smith, Josam or Ancon_ 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15400 Page 4 SOIL, WASTE AND DRAINAGE 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: All drains listed as Stainlessdrains.com to be provided as scheduled on plans without substitution. All other drains to be Zurn or Jay R. Smith. B. See "Plumbing Fixture Schedule" on Plans for specifications of drains. PART 3 EXECUTION 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. 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. Provide pipe wrap when corrosive soil conditions exist. a. Polyethylene Encasement: ASTM A 674, ANSI A21.5 3.3 PIPE HANGER SPACING - COPPER, CAST IRON, ABS, PVC, & CPVC (SEE SECTION 15410) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15400 Page 5 SOIL, WASTE AND DRAINAGE 3.4 BELOW GRADE PIPING SUPPORT (SEE SECTION 15410) 3.5 TESTING A. Drainage Piping Tests 1. Pressure test at 5 psi minimum for 30 minutes, witnessed by Architect. 2. Correct any leaks and repeat test. 3.6 CLEANING UP: 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 (Blank Page) MULVANNYG2 ARCHITECTURE 400 Coslco Drive TEl # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 PIPING SYSTEMS PART1 GENERAL 1.1 DESCRIPTION A. General: Provide piping, fittings, supports, hangers and miscellaneous system accessories. 1.2 SUBMITTALS: Items for which submittal requirements specified elsewhere apply are as follows: 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 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. PART2 PRODUCTS 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 Page 2 PIPING SYSTEMS 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. 2.2 VALVES 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. B. Gate Valves 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 stem, 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. C. Globe Valves: 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 For Domestic Water Service: a. Threaded ends 2" and smaller: class 150: bronze body, union bonnet. rising stem, composition disc. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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. D. Swing Check Valves: 1. General: Support hanger pins on both 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. E. Ball Valves: 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 B16.34 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. 2.3 PIPING MATERIALS 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. B. Steel Pipe: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI /i 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 Page 4 PIPING SYSTEMS 1. Black Steel Pipe: ASTM A -53 seamless or A -120 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. C. Copper Tube: 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. D. Cast -Iron Pressure Pipe: ANSI A21.12. E. Ductile -Iron Pipe: ANSI A21.51. F. Cast -Iron soil Pipe: Hubless Cast -Iron Soil Pipe: CISPI 301* with neoprene sleeve gasket and stainless steel shield and bands CISPI 310 *. Pipe and fittings to carry the collective trademark of the Cast Iron Soil Pipe Institute. 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 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 816.1, Class 125, including bolting. 2. Malleable Iron Threaded Fittings: ANSI B16.3, 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 B16.14. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI 4 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 Page 5 PIPING SYSTEMS C. Cast -Iron Threaded Drainage Fittings: ANSI B16.22 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). 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: 1. Hubless Cast -Iron Soil Pipe Fittings: CISPI 301 -75; and complying with governing regulations. 2.5 GROOVED PIPING PRODUCTS 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: 1. Tin - Antimony Solder: ASTM B 32, Grade 95/5 solder water piping. 2. Silver Solder: ASTM B 32, Grade 96.5TS. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI i 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 Page 6 PIPING SYSTEMS ABS Solvent Cements: ASTM D -2235. 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 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 Page 7 PIPING SYSTEMS D. Malleable Eye- Socket: MSS Type 14. E. Clevises: MSS Type 14. 2.11 BUILDING ATTACHMENTS 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. 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 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. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 Page 8 PIPING SYSTEMS Locate valves so as to be accessible and so that separate support can be provided when necessary. 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. 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 Page 9 PIPING SYSTEMS which will draw solder full depth and circumference of joint. Wipe excess solder 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. F. Weld pipe joints in accordance with ANSI B3I and as follows: 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. H. Hubless Cast -Iron Joints: Comply with CISPI Standard HSN -75. 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 COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 Page 10 PIPING SYSTEMS 3.2 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 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. 3.4 INSTALLATION OF PIPE HANGERS 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03109 SECTION 15410 Page 11 PIPING SYSTEMS 1. Ferrous piping and copper tubing: Diameter of Piping Maximum Spacing Rod Size 1/2" through 1-1/2" 6 ft. 3/8" 2" through 3" 10 ft. 1/2" 4" through 5" 12 ft. 5/8" 6" and larger 16 ft. 3/4" 2. Cast iron piping: A. Above grade Diameter of Piping Maximum Spacing Rod Size 2" and 3" 4" and 5" 6" and 8" 10" and 15" Each Joint 3/8" Each joint 1/2" Each joint 3/4" (two hangers) 3/4" 3. ABS, PVC, and CPVC piping: A. Above grade Diameter of Piping Maximum Spacing Rod Size 2" and 3" 4" and 5" 6" and 8" 10" and 15" 4. Below Grade Piping: 4 ft. 3/8" 4 ft. 1/2" 4 ft. 5/8" 4 ft. (two hangers) 3/4" 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' /" steel with galvanized or tar coating. 1/4" steel to be wrapped around pipe and bent over slab reinforcing. 2. Hanger spacing shall be per above tables. 3. Multiple hangers as required to support multiple joints. 4. Backfill directly over under slab piping supported by pipe hangers to be loose fill. 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15410 Page 12 PIPING SYSTEMS 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. 3.8 PIPING TESTS 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. FiII 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. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI 4 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15420 DOMESTIC WATER SYSTEM PART1 GENERAL 1.1 DESCRIPTION A. General: Provide domestic cold water piping, hot water piping, domestic hot water 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 -- 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 PART 2 PRODUCTS 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 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. Fittings: Wrought- copper, solder joints. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15420 Page 2 DOMESTIC WATER SYSTEM 2.3 BASIC PIPING ACCESSORIES 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15420 Page 3 DOMESTIC WATER SYSTEM 1. A.O. Smith 2. Bradford White Corporation 2.7 TRAP PRIMERS A. GENERAL: Provide trap primers complying with section 15050 & 15410. 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. PART 3 EXECUTION 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, 1/2" 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. D. THRUST BLOCKS: Provide thrust blocks at each end of all lines 1 -1/2" and greater longer than 100 feet. 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15420 Page 4 DOMESTIC WATER SYSTEM 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. 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. 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 & WATER STORAGE TANKS: Install per manufacturer's recommendation. Pipe pressure relief valve as shown on drawings or nearest sanitary sewer. A. Mounting: The water heater shall be set dead level in both directions. All water heaters and water storage tanks 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09 -264 Tukwila; Washington 98188 Printed on 12/03/09 SECTION 15420 Page 5 DOMESTIC WATER SYSTEM 3.9 PROJECT CLOSE OUT: Provide Test Data, Operating and maintenance Manuals, Certificates, and Guarantees as required in Section 15010. END OF SECTION 15420 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Foocl Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 (Blank Page) MULVANNYG2 ARCHITECTURE 400 Coslco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15450 PLUMBING FIXTURES & TRIM PART 1 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 Product data 1. Fixtures 2. Trim 3. Silicone Sealer 4. Accessories C. Certificates PART2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Plumbing brass (general): American Standard; Kohler; Symmons; Sloan; Speakman; Watrous; and Chicago Faucet. 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI t# 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15450 Page 2 PLUMBING FIXTURES & TRIM 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 -1204 series for vertical stacks. Zurn Z -1203 series 4" for horizontal lines. Zurn ZN- 1204 -N4 for narrow wall vertical stacks. Zurn ZN- 1203 -N4 for narrow wall horizontal lines. B. Lavatories: Zurn ZN -1224 series for wall hung lavatories. Electric Water Coolers: Zurn Z -1225 for wall hung electric water coolers. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09.264 Tukwila, Washington 98188 Printed on 12!03!09 SECTION 15450 Page 3 PLUMBING FIXTURES & TRIM PART 3 EXECUTION 3.1 INSTALLATION 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. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI 4 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15450 Page 4 PLUMBING FIXTURES & TRIM (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15470 SPECIAL PIPING SYSTEMS PART 1 GENERAL CONDITIONS 1.1 Section 15010 applies to this work. 1.2 DESCRIPTION A. Provide compressed air piping system for the Tire Installation, Food Service and Meat and Bakery department or as identified on plans. B. Obtain necessary permits and inspections for new or relocated air compressors. 1.3 SUBMITTALS: Items for which the submittal requirements specified elsewhere apply are as follows: A. Product data 1. Compressed Air Specialties 2. Piping Materials & Fittings 3. Accessories B. Test Reports: Pressure Test Results PART2 PRODUCTS 2.1 Air Compressors furnished by owner unless otherwise noted in schedule, unpacked, set and piped by Mechanical contractor. 2.2 Hose reels furnished by owner, set and piped by Mechanical Contractor. 2.3 Compressed Air Specialties: Wilkerson, Norgren and Amflo. A. Filter: Wilkerson F20 or F30 Series to match pipe size. B. Automatic Drain: Wilkerson Model F12 -02 -000. C. Air "Line" Regulator: Wilkerson WIR20 series, Watts series R -11 except for 30 psi blow guns R22 -000. D. Quick disconnect: Match owners hose and equipment. 2.4 Pipe in Tire Installation and non food prep areas: Galvanized standard weight ASTM A120 or A53. 2.5 Pipe in Meat and Bakery, Food service and food prep areas: Type L Copper. 2.6 Pipe Fittings: Galvanized steel, 300 psi screwed, ASTM A865 -03 or copper sweat. PART 3 INSTALLATION MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15470 Page 2 SPECIAL PIPING SYSTEMS 3.1 EQUIPMENT: Conform to manufacturers installation instructions. 3.2 PIPING A. Install piping pitched down with flow with the end drained using an automatic drain. B. Branches and take -off: Connect to top of compressed air main. C. Anchor all vertical drops. D. Anchor hose connections. E. Provide automatic drains at the base of vertical drops to disconnect fittings. F. Support piping with pipe hangers from the building structure. Install channel (Unistrut) as required for spanning between building structural members. 3.3 TESTING OF PIPING A. General 1. Test all piping systems and connected equipment. Test after the lines have been cleaned. 2. Furnish all test equipment. Install a calibrated test pressure gauge in the system being tested. 3. Prior to testing, remove or valve -off gauges, traps and other apparatus which may be damaged by testing. 4. Make test in presence of the engineer. 5. Rectify all defects which develop during testing and retest until approved by engineer at no additional charge to the owner. B. Test Requirements 1. Pressure: 1 -1/2 times design working pressure or 150 psig, whichever is greater. 2. Time: Hold pressure to inspect all joints and connections. 3. Air test all joints with clean, dry air in systems by brushing with a soapy water solution. C. Compressor Automatic Start -up Signage 1. All air compressors which start -up automatically are required to have legible signs warning that the machine is automatically controlled and may start at any time. Mechanical Contractor shall provide sign on the air compressor that states "WARNING, AUTOMATIC START UP- THIS MACHINE MAY START UP AT ANY TIME ". END OF SECTION 15470 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15870 DUCTWORK FOR REMOVAL OF GREASE AND SMOKE LADEN VAPORS PART 1 GENERAL CONDITIONS 1.1 SUMMARY A. Equipment Supplied and Installed by the Contractor (SIC) 1. Ductwork for removal of grease and smoke laden vapors. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.3 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. Submit drawings indicating components, dimensions, weights and loadings, required clearances, and location and size of field connections. 1.4 REFERENCES A. Underwriters Laboratories (UL) and American Society for Testing and Materials (ASTM) per SBCCI acceptance criteria: 1. UL1978 Test Standard — Grease Ducts for Restaurant Cooking Appliances. 2. ASTM E119 -Fire Resistance Test. 3. ASTM E119 — Fire Engulfment Test. 4. ASTM E814 — Fire Rated Penetration Test. B. National Fire Protection Association (NFPA): 1. NFPA 96 — Ventilation Control and Fire Protection Of Commercial Cooking Operations. 1.5 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. 1.6 WARRANTY MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15870 Page 2 DUCTWORK FOR REMOVAL OF GREASE AND SMOKE LADEN VAPORS A. Listed grease duct shall have a limited lifetime warranty to begin at the date of installation. 1.7 MAINTENANCE SERVICE A. Submit six (6) copies of operation and maintenance manuals to the Architect. B. Include manufacturer's descriptive literature, start -up and operating instructions, installation instructions and maintenance procedures. 1.8 QUALITY ASSURANCE A. Comply with NFPA 96 unless otherwise indicated. Must install duct in accordance with manufacturers listings and installation instructions. PART2 PRODUCTS 2.1 LISTED DUCTWORK FOR REMOVAL OF GREASE AND SMOKE LADEN VAPORS A. Listed Double -Wall Insulated grease duct shall be model 4G manufactured by Metal - Fab, Inc or approved equal. The grease duct shall be insulated double -wall factory — built type for use with Type I kitchen hoods, as described in NFPA -96 for the transportation of air and grease -laden vapors from commercial cooking operation. C. Product Description: a. Zero Clearance Series 4G V value Grease Duct by Metal -Fab. b. Factory prefabricated, double wall type, listed for venting of grease laden air from kitchen hoods requiring grease duct as described in NFPA 96. c. Rated for continuous operation at 500 F and intermittent operation at 2000F. All components of the grease duct system shall be provided by the manufacturer to ensure the system meets the requirements of the listing including duct supports, guides, fittings, cleanouts, and expansion joints required to install the duct. e. Grease duct shall conform to requirements of ASTM E119, 2 -hour fire resistance rating and 3 -hour fire engulfment with subsequent hose stream test, ASTM E814 3- hour Fire Stop Test, and shall he listed by the following agencies with the associated listed reports: i) UL 1978 (File MH8251) - Grease Ducts for Restaurant Cooking Appliances. ii) UL 2221 (File R15388) - Standard for Tests of Fire Resistive Grease Duct Enclosure Assemblies iii) ICC -ES ( ER- 5301) -ICC Evaluation of 4G tested per ICC -ES acceptance criteria AC -121 iv) BOCA (ER 96 -37) - Zero Clearance to Combustibles Report. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costa). Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15870 Page 3 DUCTWORK FOR REMOVAL OF GREASE AND SMOKE LADEN VAPORS v) ICBO (ER 5301) - Zero Clearance to Combustibles Report. vi) SBCCI (PST & ESI Report No. 9666) - Zero Clearance to Combustibles Report. f. The duct sections shall be constructed of an inner wall and an outer wall with ceramic fiber insulationbetween the walls. The inner wall shall be constructed of stainless steel, 0.035 inch thickness for sizes 6 to 36 inch diameters. The outer wall shall be constructed of aluminized steel at a minimum 0.024 inch thickness. The duct shall include a 4" thickness of body soluble ceramic fiber insulation between the inner and outer walls. The duct wall assembly shall be tested and Listed at 0 inch clearance to combustibles. PART 3 EXECUTION 3.1 INSTALLATION A. Kitchen ventilation system shall be installed in accordance with mnufacturer's instructions and shall comply with NFPA 96 and UMC. B. Install power ventilators level and plumb. C Secure roof mounted fans to roof curbs with cadmium plated hardware. Refer to Division 7 Section "Roof Accessories" for installation of roof curbs. 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. . Bearings shall be properly lubricated with oil or grease as recommended by the manufacturer. Belts shall be tightened to proper tension. Fans shall be adjusted to the speed indicated by the manufacturer to meet specified conditions, ready for air balancing. 3.4 CONSTRUCTION OF FACTORY BUILT GREASE DUCT A. Inner pipe joints shall be held together by means of formed vee bands and sealed with P080 Grease Duct Sealant. Connection to the hood will be made with a round hood collar or a square -to -round transition. C. Curb mounted fans will incorporate a fan adaptor plate. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila Washington 98188 Printed on 12/03/09 SECTION 15870 Page 4 DUCTWORK FOR REMOVAL OF GREASE AND SMOKE LADEN VAPORS D. All construction and supporting of the kitchen ventilation system will be in accordance with Metal -Fab, Inc. installation instructions. E. Store grease duct sections inside or covered adequately to protect from weather or accidental damage. END OF SECTION 15870 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09 -264 Tukwila, Washington 98188 Printed on 12/03/09 SECTION 15880 AIR DISTRIBUTION SYSTEM PART 1 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 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 Chem treat. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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. PART 2 PRODUCTS 2.1 SHEETMETAL WORK, LOW PRESSURE, GENERAL A. Scope: Provide all low pressure sheetmetal work. 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' -0" 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 COSTCO WHOLESALE Food Service Rernode■ 400 Costco Drive TEI t/ 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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. 2.2 VOLUME DAMPERS AND QUADRANTS, LOW PRESSURE DUCTS 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 25. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15880 Page 4 AIR DISTRIBUTION SYSTEM "Suretite" No. 670 at each end. Operating pressure: 2" w.g. positive, 1" 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 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. PART 3 EXECUTION 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. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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. END OF SECTION 15880 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15880 Page 6 AIR DISTRIBUTION SYSTEM (Blank Page) MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15950 TESTING, ADJUSTING, AND BALANCING PART1 GENERAL 1.1 SUMMARY 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 owner shall procure the services of an independent TAB Agency for the testing and balancing of the mechanical systems. The TAB work shall be performed under separate contract to the owner B. TAB shall include the following mechanical systems: 1. Supply air systems 2. Return air systems 3. Exhaust air systems 4. Verify temperature control system operation. 1.2 CONTRACTOR RESPONSIBILITEIS A. The installing contractor shall participate in the TAB by properly completing and preparing HVAC systems for TAB. The installing contractor shall assist the TAB Agency in resolving deficiences related to the installation or operation of the HVAC systems. B. The installing contractor shall immediately address and rectify deficiencies discovered during the TAB. This may include improper equipment installation or operation, missing dampers, non - functioning equipment, etc. The installing contractor shall address such issues within 24 hours of notification. C. The installing contractor shall include one week for the TAB in the master project schedule. The schedule shall include an on -site meeting with the general contractor, HVAC contractor, electrical contractor, and TAB Agency at the schedules start date for the TAB. D. The installing contractor shall provide access to all mechanical systems as required by the independent TAB Agency. This specifically includes ladders, man - lifts, scaffolding, and access doors. E. The HVAC equipment shall have operated for a minimum of 48 hours prior to commencing the TAB. F. The installing contractor shall fully open and lock all balancing dampers prior to TAB. G. The contractor shall meet on -site with the TAB Agency at the scheduled TAB start date. The meeting will be used to determine the operating status of the HVAC equipment and to coordinate equipment operation and access. H. The appropriate contractor, through coordination with the General Contractor, shall address the Air Balance Issues List within three weeks of the issuance date. The MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15950 Page 2 TESTING, ADJUSTING, AND BALANCING General Contractor will forward the list to the MulvannyG2 Project Manager and the TAB Agent. The TAB Agent will return to the site to verify completeness (back check) and complete the TAB of the HVAC systems. In the event that all items on the Issues List have not been resolved after one back check, the owner may procure the services of an independent contractor to complete such items; these costs shall be born by the contractor. J. In the event that it is necessary for the TAB Agent to make additional trips, beyond two, to the site to verify completeness of the Issues List, the cost of additional trips shall be born by the contractor. Contactor to provide one (1) copy of approved fans submittals to TAB Agent minimu four (4) week prior to scheduled TAB. 1.3 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. 1.4 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. 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 on water terminals, and exhaust or return Inlets on air terminals such as registers, grilles, diffusers, louvers, and hoods. Main: Duct or pipe containing the system's major or entire fluid flow. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI /1 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15950 Page 3 TESTING, ADJUSTING, AND BALANCING I. Submain: Duct or pipe containing part of the systems' capacity and serving two or more branch mains. J. Branch main: Duct or pipe serving two or more terminals. K. Branch: Duct or pipe serving a single terminal. 1.5 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: 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 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI i/ 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15950 Page 4 TESTING, ADJUSTING, AND BALANCING c. Hydronic Systems d. Temperature Control Systems e. Special Systems. 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. 1.6 QUALITY ASSURANCE 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. 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15950 Page 5 TESTING, ADJUSTING, AND BALANCING coordination and verification of system operation and readiness for testing, adjusting, and balancing. 1.7 PROJECT CONDITIONS A. Systems Operation: Systems shall be fully operational prior to beginning procedures. 1.8 SEQUENCING AND SCHEDULING PART 2 PRODUCTS & MATERIALS 2.1 Not Used. PART 3 EXECUTION 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. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15950 Page 6 TESTING, ADJUSTING, AND BALANCING 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. Test leaving air temperatures: a. Dry bulb deg F heating and cooling. b. Wet bulb deg F cooling. 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. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12103/09 SECTION 15950 Page 7 TESTING, ADJUSTING, AND BALANCING 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI ## 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 15950 Page 8 TESTING, ADJUSTING, AND BALANCING (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 PART 1 DESCRIPTION 1.1 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 and lighting panels, equipment loads. 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. 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. D. "All" the word all shall be implied as applicable. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16010 Page 2 GENERAL PROVISIONS PART 2 WORK NOT INCLUDED 2.1 Refrigeration 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: 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. 1. Lighting fixtures Shop drawings or cuts shall show: 1. Physical size and arrangement of equipment. 2. Wiring diagrams for equipment showing circuit devices; conductor size, type, etc. 3. Specifications for all components. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive Tukwila. Washington 98188 TEI # 09 -264 Printed on 12/03/09 SECTION 16010 Page 3 GENERAL PROVISIONS 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: 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09 -264 • Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16010 Page 4 GENERAL PROVISIONS 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 consistent 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, entire expense of removing and replacing same, including any cutting and patching that may be necessary, will be borne by the Electrical Contractor. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Coslco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16010 Page 5 GENERAL PROVISIONS 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: 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: 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. 16.7 Appliances: Furnish scaffolding, ladders and other appliances required for the execution of the work. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16010 Page 6 GENERAL PROVISIONS 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 wall 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. 20.4 Outlet boxes shall be completely free of plaster or concrete. Contractor may use paper or plastic enclosure to fulfill this requirement. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16010 Page 7 GENERAL PROVISIONS 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: 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16010 Page 8 GENERAL PROVISIONS (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16020 EXISTING CONDITIONS PART1 GENERAL 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. PART2 PRODUCTS 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. C. All hazardous waste (including tritium exit signs) must be disposed of in accordance with local and federal regulations. PART 3 EXECUTION 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 JOB SITE VERIFICATION: Field verify existing condition prior to demolition works. Perform underground feeder detection to avoid accidental damage to underground electrical feeders, etc. 3.3 DEMOLITION MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16020 Page 2 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. 3.4 ACCIDENTAL DAMAGE: Contractors shall be responsible to repair accidental damage occurred on existing equipment, feeders, etc. This include damage to underground feeders. Method of repair has to be approved by electrical engineer / owner. PART 4 INSPECTION 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16050 BASIC MATERIALS & METHODS PART 1 SERVICE ENTRANCE EQUIPMENT AND MAIN SWITCHBOARD. 1.1 Existing Main Switchboard. PART 2 GROUND SYSTEM 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. PART 3 ELECTRICAL 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16050 Page 2 BASIC MATERIALS & METHODS 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. 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 Tumbler Switches: Tumbler switches shall be commercial industrial type 20 amp, 120/277 volt AC, WS 896, and of the following: 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 4.3 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.: A. Automatic Switch Co. (ASCO): Bulletin 920 B. Allen Bradley: Bulletin 720LP C. Square D: Class 8508. PART 5 RACEWAYS, FITTINGS, AND BOXES 5.1 GENERAL: A. Outdoor installations: 1. Steel Rigid Metal Conduit (RMC) or Intermediate Metal Conduit (IMC). 2. Connection to vibrating equipment: Liquidtight Flexible Metalic Conduit (LFMC). 3. Watertight. Indoor installations: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16050 Page 3 BASIC MATERIALS & METHODS 1. Exposed: Electrical metallic conduit (EMT), Intermediate Metal Conduit (IMC) or Steel Rigid Metal Conduit (RMC). 'h" minimum. 2. Concealed: Electrical metallic conduit (EMT), Intermediate Metal Conduit (IMC) or Steel Rigid Metal Conduit (RMC), 1/2" minimum. Flexible Metalic Conduit (FMC) and Metal -clad Cable (MC) only allowed in office area as short pigtails ( <6') between junction box and fixture /outlet in wall. No MC or FMC allowed for home runs or surface mount. 3. Connection to vibrating equipment: Flexible Metalic Conduit (FMC) and Metal -clad Cable (MC). 4. If EMT used, provide separate ground wire as required per local and NEC code. 5. Surface mounted boxes in public or food areas cast (smooth surface, no knock- out). 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. Curles 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 Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16050 Page 5 BASIC MATERIALS & METHODS A. Indoor: NEMA 1 B. Outdoor: NEMA 3R Raintight -- Switch enclosures shall be dearly 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 OTHER MATERIALS: 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 • SECTION 16050 Page 6 BASIC MATERIALS & METHODS (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16150 ELECTRICAL WORKMANSHIP PART 1 SURFACE CONDITION: 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. PART 2 PREPARATIONS 2.1 COORDINATION: A. Schedules: Coordinate the installation of electrical items with the schedules of work of trades to prevent unnecessary delay in the total work. 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. PART 3 TRENCHING AND BACKFILLING: 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. 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. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI 4 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI rt 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16150 Page 4 ELECTRICAL WORKMANSHIP (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16500 LIGHTING PART 1 SCOPE 1.1 GENERAL: 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. B. Costco has authorized Graybar to be a sole supplier for Costco. General Contractor shall Contact Graybar for pricing of the lighting system. Contact: Tom Turner, Telephone: (206)- 292 -4848, Fax: (206)- 701 -2949. Electrical Contractor shall receive, handling the lighting, verify the quantities of light fixtures etc. Notify Graybar immediately if conflict or damage occur. 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. 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 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 SECTION 16500 Page 2 LIGHTING 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. 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 COSTCO WHOLESALE Food Service Remodel 400 Costco Drive TEI # 09 -264 Tukwila. Washington 98188 Printed on 12/03/09 Costco Wholesale sitelfolio General Contractor User Guide ';172121eb Li -=*----WHOLESAL Table of Contents 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 0 & M Manuals 12 Equipment Books 13 1/31/08 Page 2 Searching in sitejfolio sitel folio 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 Sit«_+Pr :i ?ia i, e. 1. �r =.'-- ..- C:.3'.= SEARCH OPTIONS Project Search Results CW -07 -0135 CW -07 -0135 Pensacola (Cordova 1vMaII) • 0,,L07_01:16-01 1418K Warehouse with Liquor...Sch'rematic Desicin rtir,;r- 07- 013:-02 Gas Station Schematic Design New • 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 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 Save ,.Sr:ai�eh� Search Criteria 1/31/08 this °_ ear Chto';olu Pi oie t'S hrrr:• .it:t7lru_1.i -. ! [)vrrimic lira _.� `- •`t.itiC h_.t of t:' oject ; _jt Dynamic list i t projects l01•.,: cti•ae Project: Page 3 Request for Information (RFI) 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 corner 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 STEP 2 - Receive And Res•ond 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 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» 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. 1/31/08 Page 6 =WHOLESALE Change Order - (CO) 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 sitejfolio 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 sitejfolio 2. Select pencil icon in upper right corner 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 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: Photo LIblaly (add) Vica3 +to lNImatlathol i.10I.3 Ott tlu. 20111e11ab,1t)11: c: Iyy., I Ia tnar, h:, 1•;1 114', i ilw.9 r,,'na, Y ,t.,, e.� p:4•:':I'Jtf.�- . -j :.�'t N 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 corner 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 1/31/08 Page 10 -WHOLESALE Posting Your Weekly Job Report Weekly Job Reports will be uploaded under Files -> Project Files -> Construction (folder) Cc to y S Current Plans _s Files p_ File N) 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" 1/31/08 Page 11 -WHOLESALE Posting Your 0 & M Manuals O & M Manuals will be uploaded under Files -> Site Files -> O &M Manuals (folder) .................. r�ostco G.irreint Plane: s Filestl�M File_ 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 V /..5reho.la.iv EALE Once on the page, you can view documents by selecting plus ( +) sign next to folder, or click on menu» and select Expand all folders c x4" ±. ,J Baker; Title Pane '_::=t Bakery i n d e ?:: 1 CH Spiral ty1k:er 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 ai 1/31/08 Page 13 This page left blank intentionally 1/31/08 Page 14 IJERMIT C COMO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -005 DATE: 01 -08 -10 PROJECT NAME: COSTCO FOOD SERVICE REMODEL SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPART ENTS: ding ivision 1l, 0 u li Woorks�. AM ,414 C i �o -iD Fire Prevention Structural ❑ A)1A PI nning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete U DUE DATE: 01-12 -10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required ri No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-09-10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Page 1 of 1 Joanna Spencer - Re: Costco Food Service TI @ 400 Costco Dr D10 -005 710.M.Y.RMITIMIWOMIIAL■114,41,W.IMI.P.M.100#1.1.1.011.011,14,50 .1111111.11.11.44.1., From: Todd Reedy To: Joanna Spencer Date: 01/12/2010 1:07 PM Subject: Re: Costco Food Service TI @ 400 Costco Dr D10 -005 CC: Bryan Still; Han Kirkland Hi Joanna, My findings after completing a site inspection at Costco Wholesale and a search of our backflow database: 1)AII of their existing backflow assembly tests are current (last tested 5/09). 2)They do not have RPBA's installed immediately downstream of their 2" and 6" domestic water meters. However, internally they have a 2" RPBA and a 3" RPBA that are listed as being for domestic service protection. If they have water system plans showing those assemblies providing premise isolation for their two service connections it is possible they could obtain a variance on the Tukwila installation standards. 3)There is a fire hydrant at southeast corner of building that needs a Storz adapter and to be spun 90 degrees so that the pumper port faces driveway. 4)There is a fire hydrant at northeast corner of building that needs a Storz adapter and to be spun 180 degrees so that the pumper port faces driveway. 5)There is a fire hydrant at northwest corner of building that needs a Storz adapter. Let us know if there are any other questions about this property. Thanks, Todd »> Joanna Spencer 01/11/2010 3:19 PM »> Todd, PW is reviewing TI on the north side of the building. Are they current on their backflows. Thanks, Joanna file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp \XPgrpwise \4B... 01/12/2010 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with Lit! to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company FERGUSON CONSTRUCTION INC 2067673810 PO BOX 80867 SEATTLE WA 981080867 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 578023619 ACTIVE FERGUCI000LA CONSTRUCTION CONTRACTOR 6/1/2000 6/1/2010 GENERAL UNUSED Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status FERGUHS370N0 FERGUSON, HUGH S CO CONSTRUCTION CONTRACTOR GENERAL UNUSED 8/20/1963 6/1/2000 ARCHIVED Business Owner Information Name Role Effective Date Expiration Date COLIN, GENE J CHIEF EXECUTIVE OFFICER 09/06/1982 Bond Amount VACURA, TODD PRESIDENT 01/01/2004 968384 JANSSEN, CHRIS SECRETARY 06/03/1985 BALBO, TOM VICE PRESIDENT 08/25/2003 SEABOARD BENNETT, GARY VICE PRESIDENT 06/03/1985 EASTON, MARGO VICE PRESIDENT 06/01/2000 05/05/2004 HALL, JAY L TREASURER 06/01/2000 05/09/2002 LUNSFORD, LARRY JR VICE PRESIDENT 06/01/2000 05/09/2002 RAFTERY, CHRIS VICE PRESIDENT 06/01/2000 05/09/2002 SURINA, DON VICE PRESIDENT 06/01/2000 05/09/2002 PRESCOTT, LARRY 01/01/1980 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 TRAVELERS CAS a STY CO OF AMER 968384 06/01/2006 Until Cancelled $12,000.00 06/21/2006 SEABOARD Page 1 of 4 https: // fortress .wa.gov /lni/bbip /Detail.aspx 02/03/2010 MASTER SET 11022009 r ZL COPY - Permit No.. P t0 fo lAr 0 SA Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Re>s;eipt Field Copy and conditions is acknowledged: 400 COS CO DRIV UK I of approved A 98188 . By `! ,, /Ws- PERMIT ISSUE I ) _ Date: z- 3 -Z.ot0 OOD S Ry _C R MOD City Of Tukwila BUILDING DIVISION AR EA O F WORK PROJECT GENERAL NOTES PROJECT GENERAL NO TE S CONTRACT ISSUE DIRECTORY 11.24.09 OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 t: 425.313.8100 ARCHITECT M U LVANNYG2 ARCHITECTURE 1110112TH AVE NE SUITE 500 BELLEVUE, WA 98004 t: 425.463.2000 f: 425.463.2002 PROJECT MANAGER: GEIR MJELDE GENERAL NOTES 11. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION. 12. WHEN CUTTING AND PATCHING, THE CONTRACTOR SHALL USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING SURFACES. CUT HOLES AND SLOTS AS SMALL AS PRACTICAL/POSSIBLE, NEATLY TO SIZE REQUIRED AND WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. 13. WHERE EXISTING CONSTRUCTION IS REMOVED, CUT OR OTHERWISE DISTURBED, PATCH TO MATCH THE EXISTING ADJACENT SURFACES. SEAMS TO BE AS INVISIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE, ETC. 14. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORM A SMOOTH AND EVEN TRANSITION. PATCHED WORK TO MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. 15. REMOVE AND REPLACE AREAS, SURFACES OR ITEMS THAT CANNOT BE SATISFACTORILY PATCHED. 16. AS A MINIMUM, THE LEVEL OF WORKMANSHIP SHOULD MATCH THE GENERAL LEVEL OF EXISTING WORKMANSHIP. I 17. WHERE REQUIRED, TRIM EXISTING WOOD DOORS AS NECESSARY TO CLEAR FLOORING. SEAL CUT EDGES. 18. UNLESS SHOWN ON THE DRAWINGS OTHERWISE, DO NOT SUPPORT OR SUSPEND ITEMS, EQUIPMENT, HANGERS, ETC. ' FROM EXISTING STRUCTURAL MEMBERS (BEAMS, TRUSSES, JOIST, ETC.) WITHOUT WRITTEN APPROVAL OF A LICENSED STRUCTURAL ENGINEER. 19. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER (PARTICULARLY ROOF JOIST) WITHOUT WRITTEN APPROVAL OF A LICENSED STRUCTURAL ENGINEER. 20. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND /OR TRENCHING REQUIRED TO COMPLETE THE WORK OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER TO SUPERVISE, APPROVE, IAND OR THE PROVIDE D R TRENCHING, IT IS THE RESPONSIBILITY OF TO CONTRACT WITH HE ENGINEER DIRECTLY AND THE COST SHALL BE INCLUDED IN THE BASE BID. 21. ALL SYSTEMS AND SERVICES ARE TO BE LEFT OPERATIONAL PRIOR TO THE END OF EACH WORKDAY. 22. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSITE DAILY AND LEAVE THE BUILDING AND GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK OPERATIONAL PHASING NOTES • 1. THE PHASING INDICATED ON THE DRAWING IS THE OWNER'S PREFERRED OPERATIONAL SEQUENCES. THE CONTRACTOR SHALL CONFIRM THE OPERATIONAL PHASING WITH THE OWNER PRIOR TO STARTING CONSTRUCTION 2. THE PHASING SHOWN IS NOT INTENDED TO REPRESENT OR DICTATE CONSTRUCTION PHASING, MEANS, METHODS OR Q TECHNIQUES.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION PHASING SO AS NOT TO IMPACT THE OWNER'S OPERATIONS. 3. REMOVE WALLS, BOLLARDS, PLUMBING, ELECTRICAL, ETC. AND CAP UTILITIES BELOW THE FLOOR AS REQUIRED TO ACHIEVE THE OPERATIONAL PHASING. 4. PROVIDE TEMPORARY UTILITIES AS REQUIRED DURING PHASING. 5. WHEN THE WORK INCLUDES DEMOLITION OF OR TEMPORARILY COVERING OF THE EXISTING EXTERIOR SIGNAGE, THE CONTRACTOR SHALL PROVIDE A TEMPORARY "COSTCO WHOLESALE" SIGNAGE (OF SIZE COMPARABLE TO EXISTING SIGN) NTIL PERMANENT SIGN IS INSTALLED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. PROVIDE ILLUMINATION FOR THE TEMPORARY SIGN. CONFIRM LOCATIONS WITH THE OWNER. ' ISSUE ADDENDUM 1 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42- INCHES. 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK. c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. d. IF NECESSARY TO COMPLETE THE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR- CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL OWNER'S OPERATIONS. ACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST - DISRUPTIVE AS POSSIBLE TO THE 6. MEASUREMENTS. HE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD 7. DIMENSIONSARETO /FROMTHE: a. CENTERLINE OF INTERIOR COLUMNS. b. GRID LINES ADJACENT TO THE EXTERIOR WALL (FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THE GRID LINE) C. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. d. FACE OF STUDS. e. FACE OF CONCRETE OR MASONRY (NOMINAL) f. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB (ALSO NOTED AS FINISHED FLOOR OR INDICATED BY THE "DATUM" SYMBOL) UNLESS NOTED OTHERWISE. 9. ALL DIMENSIONS NOTED "CLEAR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, WAINSCOT AND TRIM. h. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR OPENING IS 6- INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL. 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. . 9. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. 10. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, EQUIPMENT, ETC. AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 11. PLACE NO OBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. RUN PIPING, CONDUITS, ETC. IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. 12. ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THE WALLS. 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND /OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS, PIPING, ETC. ON WALLS OR CEILINGS. 14. ALL WORK IS TO BE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT. 15. ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. 16. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. 17. PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK. 18. PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT LIMITED TO, SINKS, WALL BRACKETS AND WALL -HUNG ITEMS. 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 20. REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER IMPERFECTIONS. 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE JURISDICTION. 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS. LOUD ACTIVITIES (JACK - HAMMERING, SAW - CUTTING, ETC.) AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES (WATER, ELECTRICITY, GAS, FIRE SPRINKLERS /ALARM, SEWER, ETC.) SHALL BE PERFORMED DURING NON- BUSINESS HOURS AS APPROVED BY THE OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. 23. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNS, REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY ALERTS DURING CONSTRUCTION. DEMOLITION & REMODEL CONSTRUCTION GENERAL NOTES THE BUILDING WILL BE OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION. 1. CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF -HOURS 2. AREAS OF DEMOLITION SHALL INCLUDE, BUT ARE NOT LIMITED TO, ANY STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL, FIRE SPRINKLER, ETC. ITEMS NECESSARY TO COMPLETE THE DEMOLITION WORK. THE CONTRACTOR IS TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB, CURBS, REBARS, ETC. ASSOCIATED WITH DEMOLITION OF AREAS SHOWN. 3. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE OFFERED IN GOOD CONDITION TO THE OWNER. DURING THE BIDDING PERIOD, COORDINATE AND VERIFY WITH THE OWNER AS TO WHICH ITEMS ARE TO BE SALVAGED. 4. DO NOT INTERRUPT ANY SERVICES (WATER, PLUMBING, FIRE SPRINKLER, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. 5. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER AND COORDINATE AT LEAST 48 -HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE SPRINKLER OR FIRE ALARM SYSTEMS. PROVIDE FIRE -WATCH AS REQUIRED BY THE JURISDICTION. 6. PROVIDE AND MAINTAIN EGRESS PATHS THROUGHOUT CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXIT SIGNS, LIGHTING, FIRE SPRINKLERS, ETC. OBTAIN FIRE MARSHAL APPROVAL PRIOR TO CLOSING ANY EGRESS OPENINGS AND /OR EGRESS PATHS DURING DEMOLITION/CONSTRUCTION. 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES WITHIN PROXIMITY OF THE WORK AREA PRIOR TO EXCAVATION. 8. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK TO EXISTING PRIOR TO STARTING ANY WORK. 9. PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED TO PREVENT DUST AND DEBRIS FROM SETTLING ON ADJACENT AREAS NOT UNDER CONSTRUCTION. REVIEW WITH AND OBTAIN OWNER'S APPROVAL FOR LOCATIONS. 10. CAP ALL UTILITIES AND DRAIN LINES BELOW THE FLOOR AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FLOOR PATCHING. ISSUE FOR BUILDING PERMIT `-` 0 ® ' , - -�- i, AS -P" 'SUE t A -- - ; % / ` -*'- - -- as ' f ` 1 1/ 1 � •F � � Cr „ ` �,�,� • ��ii'I � +- �' ., �3 / % 1 1 / 1 1 1 ,, g ): I ):£ 3 A li, !�� %II i I et / �� .� t`'' F- / 1 STRUCTURAL ENGINEER ENGINEERS NORTHWEST --�- -- _ 6869 WOODLAS N AVE NE NEVI V IUD FOR SEATTLE, WA 98115 C OD� COI�P�I � t: 206.525.7560 f: 206.522.6698 ����� � FEB O 2 : MECHANICAL/PLUMBING/ T.E., INC. P� 1 ! �/ 1 i-° , i'rir�ir'"'�fs ''' � �''��� ' '� �''� - �_�_I_• ' ; ®► ,__I_IJ_IJ_I_II° % ( % � -a- -�- �- �- �- ONTO" 1•=111110/11141.11 (EXISTING) ., 1 i 1 1 1 it aPHOENIX, 1 g i 1 I 1 ■ a 1� / 1 1 1 a i II 1j - _1 ®� 1- - r. ` ELECTRICAL ENGINEER 830 N. RIVERSIDE DRIVE City O SUITE 2 , WA 98055 BUILDING t: 206.241.2012 - f: 206.241.3101 DI! DIVISION REFRIGERATION HILL PHOENIX INC. N. 36TH AVE PHOENIX, AZ 85019 t: 602.272.2659 �` AREA OF WORK THIS PERMIT m t `4 I a I ®w J PROJECT DESCRIPTION �^ V, /� / /�- �5+ .L DRA WING INDEX T51.01 TITLE SHEET ARCHITECTURAL A1.00 OVERALL EXISTING FLOOR PLAN AND ENLARGED DEMOLITION PLAN A5.01 FOOD SERVICE PLANS, ELEVATIONS, AND DETAILS A5.01.1 FOOD SERVICE ELEVATIONS, DETAILS, AND SCHEDULES STRUCTURAL S1.1 EXISTING FOOD SERVICE PLAN MECHANICAL /PLUMBING M -1 PARTIAL FLOOR PLAN, HVAC DEMO PLAN, HVAC PLAN, SCHEDULES, LEGEND DETAILS M -2 ENLARGED FOOD SERVICE PLUMBING, WASTE & VENT PLAN, NOTES, SCHEDULES AND DETAILS ELECTRICAL E -1 PARTIAL FLOOR PLAN, FOOD SERVICE - POWER & LIGHTING PLANS, FOOD SERVICE PLATFORM PLAN, EQUIPMENT LIST, AND NOTES REFRIGERATION FS REFRIGERATION FOOD SERVICE -._ SITE &BUILDING STATISTICS THIS PROJECT IS A TENANT IMPROVEMENT TO EXISTING FOOD SERVICE. SEATTLE & KING COUNTY PUBLIC HEALTH DEPARTMENT REQUIREMENTS: NO SITE WORK INCLUDED IN THIS PROJECT 1. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK :r PRIOR TO OPENING. 2. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL :j--7...r.-1 i, iD , . IN l �,� O O BIM Elm SCOPE OF \J\/O R K EXISTING BUILDING: THE WORK INCLUDES BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES ITEMS FURNISHED BY THE ' OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND EXTERIOR SIGNAGE FIRE PROTECTION SPRINKLER SYSTEMS, LIFE SAFETY /FIRE ALARM SYSTEMS, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAULIGHTING SYSTEMS. 8. 2�� 1-1 ' ` •- "" = ° �+_ .•��wi __ ..-- -� _ S p • • _ _ � ( I ( 1 f I ( 1 �, �, � we - I 6 -�� '� -o t s t Iii .. CI p L •m ,� r a l . t ( - I i I� �t b _ EXISTING FACILITY © '. �- \ _ VICINITY MAP _ b mow _ `- � a _��. l ' x3 iip���� x \ X " 405 - _- TUKWILA PKWY 1 �.- W J Q > _ - m M 0 Y O. Y LLI Y 0- - L `� • t- 1. GOVERNING BUILDING CODE: 2006 IBC 2. ZONING: COMMERCIAL /RETAIL 3.000UPANCY GROUP: M (MERCANTILE) 4. CONSTRUCTION TYPE: VB �x ' , _ ■ EPARATE PERMIT REQUIRED FOR: �R• ms D-, `� I J L 5� f �, E Q M W Z W W > 0 0 0 I- Z 0 < 0 (n a_ W > 0 0 • Z < COSTCO /� ( I ( ( I h ,% nicaJ �, / 5. EXISTING BUILDING AREA: 209,837 S.F. 6. AREA OF WORK THIS PERMIT: 944 S.F. Plumbing REVISIONS ••. -_ 7 4 •• taGas Piping changes Shah be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will re uire a new lan submittal' and may include additional plan review fees. EXISTING SITE PLAN city of Tukwila DR. . SCALE: NOT TO SCALE BUILDING DIVISION I I / S. 180TH FOR ADDITIONAL NAL ABBREVIATIONS S ESIGN ISCIPLINES ARCHITECTURAL ABBREVIATIONS T SYMBOLS A R C H I T E C O RA L 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 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 RECD. 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 C.I. CAST IRON 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 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 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 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. ACOUSTICAL TILE SUSPENDED CEILING GRID %/////////////////4 CMU r 7 ALUMINUM SYSTEM W/ LAY IN PANELS - 4 X 2 U.N.O. DETAIL IDENTIFICATION PROJECT NORTH INDICATOR CUT LINE - DEFINES THE , � TRUE NORTH INDICATOR 1 1 DETAILED ELEMENT L J , 4 . /, A8.01 SHEET WHERE DRAWN ITEM S.O.I.0 OR S.I.C. Enn BATT INSULATION •••••••••••• SHADED AREA DENOTES •.•.•••.•.•.•.•.•.•.•.•.• METAL SECURITY DECK 3 5/8" METAL STUDS CMU OR BRICK ::::::::::::: ABOVE (U.N.0) @ 16" O.C. W/ WALL SECTION DOOR MARK CODE - REFER TO WORK, CONTROL OR DATUM 2580A %/A GWB- PAINTED EACH FACE CONCRETE • SPRINKLER DROP U.N.O. PER SCHEDULE DETAIL IDENTIFICATION SCHEDULE 50' -0" A.F.F. POINT j °'j CUT LINE - DEFINES THE NEW CONSTRUCTION - SHOWN SOLID DETAILED ELEMENT WINDOW, RECITE OR !ai!!�!!.i 3 5/8" METAL STUDS Q� DROP CORD (SEE ELEC.) @ EARTH - 16" O.C. W/ SOUND E.I.F.S. AIR HOSE INSULATION BATT. & FINISH PER SCHEDULE FINISHED WOOD ® WATER DROP SLOPE DIRECTION WITH A7.01 LOUVER MARK SHEET WHERE DRAWN WINDOW NUMBER - REFER DATUM MARK 1 /SLOPE DOWN TO SCHEDULE 1/8" PER FOO BUILDING SECTION - --- --- - --- r�i6/ -1 DETAIL IDENTIFICATION EQUIPMENT MARK SPRINKLER MAIN C - - FREEZER /COOLER WALLS 6 EQUIPMENT NUMBER - EXISTING CONSTRUCTION TO REMAIN - A3.01 REFER TO SCHEDULE SHOWN LIGHT BACKGROUND �•: GRAVEL S.I.O. ) EXHAUST VENT OR RETURN ( AIR GRILLE SHEET WHERE DRAWN PROPERTY LINE - _ : GYPSUM BOARD = = .1 ROOM MARK f EXTERIOR ELEVATION ROOM --ROOM NAME O 11 HVAC DIFFUSER _ _ PLYWOOD DETAIL IDENTIFICATION 1 100 I ROOM NUMBER FENCE - .,,= x FLUORESCENT LIGHTING FIXTURE x x x x x x x 8 A3.02 COLUMN GRIDS EXISTING CONSTRUCTION TO BE _ '•-RIGID INSULATION SHEET WHERE DRAWN BREAKLINE REMOVED - SHOWN DASHED n SOUND INSULATION FIXTURE FLUORESCENT LIGHTING 9..0(7; - V F INTERIOR ELEVATION DETAIL IDENTIFICATION �� �� STEEL it ,' O INCANDESCENT OR H.I.D. _ I p i I�� LIGHTING FIXTURES WOOD BLOCKING ID g SHEET WHERE DRAWN D D<I WOOD MEMBER Cosrco WHOLESALE TUKWILA, WA #006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPQRATION 999 LetKE DRIVE ISSAQUAH, WA 98027 T: 4 5.313.8100 .costco.com A • • 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 44.463.2000 1 f 425.463.2002 MulvannyG2.com BUILDING PERMIT SET RECEIVED CITY OF TUKWILA JAN 0 8 2010 PERMIT CENTER MITCHELL C. SMITH, ARCHITECT 6084 REGISTERED ARCHITECT ITCHEL ITH TATE OF WASHINGTON 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL TITLE SHEET TS1.01 © 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. A DATE DESCRIPTION OWNER APPROVAL PERMIT ISSUE 12.03.09 BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 11.24.09 HEALTH PERMIT ISSUE 1 12.14.09 ISSUE ADDENDUM 1 01.07.10 ISSUE FOR BUILDING PERMIT AS -P" 'SUE t A 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL TITLE SHEET TS1.01 MASTER SET 11022009 OVERALL EXISTING FLOOR PLAN 1 SCALE: NTS 0 0 OFFICE VIM O MEN'S RESTROOM EXAM ROOMS RECEPTION I=mo OPTICAL KIOS 11 PHOTO I PR.INTING ELI WOMEN'S RESTROOM !i 111 iii FOOD I SERVICE TIRE SALES � 6 ±H IiH T II H u u u u u ■■■■■■■■■■■■■■■■■ ■■■■■M■■...■■■■■■ EETTEEEEEFEEEEE EHIEBEEEEEEEEEEEI u u u L u u u 1 1 1 1! 1 1 III !! 1! II 1 1 1 u iu xL_ l TOBACCO SALES BAKERY ENLARGED DEMOLITIO PLAN EMPLOYEE BREAK ROOM I T 1 6161■...■ 6161. ■.6161 HEARING ICE CREAM SHOP __I I I _1_11 I I ■■ ■ ■IMEM ■■ ■■■■■■■■■■ ■■m T T T n Li COOLER DAIRY COOLER L__— L - - - - -j PHARMACY II u n ■■ ■■ ■ ■■ ■ ■ ■■ ■ ■■■■■n ■■■■■■■■■■■■■■■ ■■It/ iii ■iiiii IEMEMM MMI H — — 1 FREEZER ;1 MEAT COOLER RECEIVING = = H 1 t T LE MEAT PREP OFFIC RTV x ■■■■■■■■■■■■■■■■RI■ ■ ■■ ■ ■■■■■■■■■■■■ n ■■■■■■■■■■■■■■■■■lu El II ..■.■.. EFEEE EEEEE EEE EEE EE DELI DISH AREA PREP x SCRUBBER STORAGE JANITOR RESTROOM DELI • • OOLER$ • ROTISSERIE i-I ■■■■ ■■■I■ ■ ■ ■ ■■■■■ ■■■■■■■■■■■■■■■■ L ii mate i anumi i EEEE ME ■6161 ■ ■ ■ ■I■■■■■■■■■ ■■■■■■■■■■■■■■■■ MEEMM ■ ■1161■ ■I• ■■ ■■■ HUSSMAN BUILDING ■■■■■■■■■■■■■■■■ III■■■■■■■■■■■■■■ RU VIII■ 1 _1- _i_ _L 1 ■■ POTATO CHIP AREA USDA OFFICE OFFICE Ooeoee • • 0 SUPPLY AREA BALER /COMPACTOR ROOM INTENAN'E 6161 ■S ii 6161 ■11 6111 ME 6111 ii MEMEEMEMEMEMEIMMEMEEMEEMEI IMMEMENEMEMEMEMEMEMEMMEME MEE OEM T > u `JANITOR O STORAGE O WOMEN'S RESTROOM MEN'S RESTROOM 0 REVIEWED FpR CODE COMPLIANCE FEB 0 2 2010 City of Tukwila BUILDING DIVISION r - -1 I 1 L__J I I J L__J MIR ENLARGED DEMOLITION PLAN 0 1 LI SUPPLY 110V POWER FOR TEMPORARY MOBILE HOT DOG CART WITH SINK. J' PIZZA OVEN AND HOOD TO REMAIN 1 1 _■11111•._J FOOD PREP II L 1 FOOD PREP FOOD SERVICE eI MINIM 0 1 1- J I I L 1L— r I /X�I - 5 L -- Jr ‘11 LL - - -- � I� 8 u • II ■ I�� II / II 1� II rr — - tt ss� 11 1 7 II I jl 1 II 1 HOT WATER HEATER TO REMAIN STORAGE CLOSET TELE x X MPU DEMOLITION NOTES 1 2 3 REMOVE EQUIPMENT AND TEMPORARILY STORE FOR RE -USE DEMOLISH COOLER RELOCATE SODA CO2 TANKS / CARTRIDGES TO STORAGE CLOSET 1-41 DEMOLISH PARTITION WALLS REMOVE MOP SINK, CAP PIPING, INFILL, PATCH AND REPAIR CONCRETE SLAB STRIP POLYMER FLOORING AND PREP FOR NEW POLYMER FINISH DEMOLISH FRPP, WALL FINISHES, AND SUBSTRATE DOWN TO STUD FRAMING DEMOLISH DOOR AND INFILL OPENING TO MATCH EXISTING WALL DEMOLISH WALL FOR NEW DOOR DEMOLISH 3- COMPARTMENT SINK 5 7 9 10 CEILING DEMOLITION NOTE: DEMOLISH AND REPLACE CEILING GRID, CEILING TILES, LIGHT FIXTURES, AIR DIFFUSERS AND RETURN GRILLES CITY OF TUKWILA AN 0 8 2010 PERMIT CENTER 1D1000S SCALE: 1/4" = 1' -0" C051ic0 WHOLESALE TUKWILA, TU KWI LA, WA #006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 vwwv.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com BUILDING PERMIT SET MITCHELL C. SMITH, ARCHITECT 6084 REGISTERED ARCHITECT ITCHELL C. SMITH TATE OF WASHINGTON i 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL, CMP OVERALL EXISTING FLOOR PLAN AND ENLARGED DEMOLITION PLAN A1.00 © 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. Q DATE DESCRIPTION OWNER APPROVAL PERMIT ISSUE 12.03.09 BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 11.24.09 HEALTH PERMIT ISSUE 1 12.14.09 ISSUE ADDENDUM 1 01.07.1.0 ISSUE FOR BUILDING PERMIT AS -BUILT ISSUE 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL, CMP OVERALL EXISTING FLOOR PLAN AND ENLARGED DEMOLITION PLAN A1.00 MASTER SET 11022009 n u 11 11 1 H n n H u 1 11 N • 1 EXAM ROOMS 0 RECEPTION OPTICAL KIOSK- EH EEEIzEEER FEB 1 1— NIA CD �I r } 11 PHOTO 1 PRINTING 11 = =!= = j sdi Els 1111 E) nap T T ..N 111 • EEEm EEEEEEEEEEI ••••—• O L 11111111UI1111111111111111111111 .11.11.11.11.11.111111.11. 1 ................. ...•1.•111.••....... 111111011111111111111111111 .....•11.11...... 111111•11111111•111111111111 EEEEEEETEEIT 11111111•>•11aa>•1111111111111s•>•a 11.11111111111111111111111111 t u n .11111111 ■.....11.....11/ 111111111111111111 ■11.111111111111/ ■111•..111111.111111111111..111 .11..11..111111 ■11...11111111 1111.11.111111.11.1111111111.11 11•1111•11111111•1111•.111111/11 CCI 1 11 1 1 11 1 HH HH F-1 ® H HH HH 111 ER 1H-1 HH 1111 H Liu HH HH F H 1111 OFFICE 1 0 olo o o 10 o i I 1 FOOD SERVICE .U111111KNIUN 1111 EEE-f 1 _ I 1 • MEN'S RESTROOM t ft E= TOBACCO SALES 11■ ■11111111 EE€EsEEE# HEARING •1I LAB PHARMACY IBM MIR IU BAKERY FOOD SERVI PLAN 111.00 E ICE CREAM SHOP ELEC BAKERY COOLED DEMO MANN 1.011{ COOLER 1 J FREEZER 9 J BAKERY '\ FREEZER c � � DAIRY COOLER u SUB -ZERO SALES FRFF7FR ROTISSERIE MEAT COOLER DELI AREA MEAT PREP WOMEN'S RESTROOM TIRE SALES EMPLOYEE BREAK ROOM 1111 Ill1 HH HH HH HH 1 11 1 1 11 1 RECEIVING DISH PREP co 11111111111111111111.111111.11 I ( I i 1 1 1 1 1 1 1 1 1 1 t 1 i it 1 5 I f! I I i 1. II! fi- t RW. FFICE �n F i1111.1111U111.11.1111U1 1aR11.1111111111.1111N11111:11 PRODUCE COOLER 1♦ P OTATOV HIP AREA • • USDA OFFICE OFFICE SUPPLY AREA NEM H EEEE T F • BALER /COMPACTOR ROOM • OVERALL FLOOR PLAN El) SCALE: 1" = 40' -0" WOMEN'S RESTROOM MEN'S RESTROOM H u SCRUBBER TORAGE JANITOR RESTROOM 1 1 1 1 1 1 IS 11 11 111 HUSSMAN BUILDING FOOD SERVICE EQUIPMENT LIST EQ NO QTY DESCRIPTION SUPPLY/ INSTALL REMARKS 1 1 INSECT LIGHT SIO MGR COORD ECOLAB INSTALL 2 1 WALL SHELF SOIC 49 3 1 MOP HOLDER SIC WITH 18 GA SST 24 "x3" BRACKETS 4 4 SHELVING PACKAGE SIO SEE SHELF SCHEDULE 5 1 PRE - CHILLER SIV FROM COCA -COLA VENDOR 6 1 WALL SHELVES SOIC 68 7 2 DETERGENT PACKAGES SIV 69 1 CLEANING SUPPLY PACKAGE SOIV PART OF EQPM# 7 70 9 1 PIZZA PREP TABLE SOIC SELF - CONTAINED WITH SHELF 10 2 MOBILE WORKTABLE SIO 24Lx27Wx25H 11 1 DOUGH PRESS SOIC W/ CORD SET 11A 1 PIZZA PREP WORK TABLE SIO 13 1 PIZZA CUTTING TABLE (POLYTOP) SOIC 80 1 INTERCOM / PA PACKAGE SIO 84 14B 1 MOBILE EQUIPMENT STAND 510 87 15A 1 DOUBLE STACKED CONVEYOR OVEN SOIC 17 1 FIRE EXTINGUISHER SIC 18 1 BACKFLOW PREVENTER SIC 19 1 WORK TABLE SOIC 30 X 60 W/ UNDER -SHELF & CASTERS 19A 1 WORK TABLE ( POLYTOP) SOIC 30 X 60 W/ UNDER -SHELF & CASTERS 20 1 WATER BOOSTER PUMP SIO WATER STUB PROV. BY GC 21 2 REACH -IN FREEZER OR COOLER SOIC 22 1 MANIFOLD 510 23 2 PAPER TOWEL DISPENSER SOIL 24 1 3 COMPARTMENT SINK SOIC WALL FLASHING (SIZED TO SINK) 25 1 TABLE WITH SINK SOIC 28 1 SCALE SIO 29 3 DOUGH CARTS 510 WITHOUT DOUGH TUBS 35 1 HOT DOG COOKER 510 37A 1 STAINLESS STEEL COUNTERTOP SOIL 38 1 MERCHANDISER DISPLAY SIO 41 2 HAND SINKS SOIL WITH KNEE VALVE CORNER GUARD, EXTEND OVER POLYMER BASE POLYMER BASE INTEGRAL WITH FLOORING, TYPICAL 010u FIN FL . v a • 9 9 FRPP - FULLHEIGHT 5/8 "•GYPSUM FIBER PANEL"- FULL HEIGHT . ............................ . . . . . . . . . . . . . . . FRPP EDGE MOLD CONTINUOUS SEALANT,. TYPICAL 9 0 • d- a . .a • • . e • • .'a • • • • . .4 • . - CONCRETE SLAB FLOOR ADJOINING MOP SINK SCALE: 1 -1/2" =11-0" 1008 1 42 4 _ CASH REGISTER PACKAGES SOIV DESCRIPTION 45 1 YOGURT MACHINE SOIL GC TO INSTALL PLUGS 48 1 SMOOTHIE MACHINE SOIL EXCEPTION: 340D IN NE USA 49 1 REFRIGERATOR - FREEZER SOIL CONTRACT ISSUE 65 3 PIZZA PAN RACKS SIO 11.24.09 66 1 CO2 TANK AND REGULATOR SIV FROM LOCAL SUPPLIER 67 2 SYRUP RACK PACKAGE SIV FROM COCA -COLA VENDOR 68 1 WATER FILTER SYSTEM SIV FROM COCA -COLA VENDOR 69 1 CLEANING SUPPLY PACKAGE SOIV PART OF EQPM# 7 70 2 CARBONATORS SIV FROM COCA -COLA VENDOR 74 1 REMOTE PRINTER SHELF SIOC 75 1 REMOTE PRINTER PACKAGE SOIV PART OF EQPM# 42 76 1 WATER HEATER SIC SEE MECHANICAL DRAWINGS 80 1 INTERCOM / PA PACKAGE SIO 84 1 TABLETOP WARMER SOIL 87 1 WALL FLASHING (SIZED TO SINK) SOIC GC TO ADHERE TO WALL EQUIPMENT IS EXISTING, UNLESS NOTED OTHERWISE ON PLANS FURNISH & INSTALL NOTES: NOTE 1: OWNER FURNISHED ITEMS TO ARRIVE 21 DAYS PRIOR SERVICE AREA TO BE TURNED OVER TO OWNER 10 DAYS PRIOR TO WAREHOUSE OPENING DATE. NOTE 1: OWNER FURNISHED ITEMS TO ARRIVE 21 DAYS PRIOR TO WAREHOUSE OPENING DATE. FOOD SERVICE AREA TO BE TURNED OVER TO OWNER AND FULLY OPERATIONAL 10 DAYS PRIOR TO WAREHOUSE OPENING DATE. II FRPP- FULL' HEIGHT 5/8" GYPSUM FIBER PANEL - FULL HEIGHT FRPP EDGE MOLD CONTINUOUS SEALANT, TYPICAL CORNER GUARD, EXTEND OVER POLYMER BASE SLOPE CONC 1/2" PER FT SLOPE CONC 1/2* PER FT -= a •:° . a .9 DRAIN PER PLUMBING CONCRETE SLAB 0.� CONTINUOUS #4 BUILT -IN MOP SINK s . • a o 9 0' -0" •• FIN FL POLYMER BASE INTEGRAL WITH FLOORING, TYPICAL #4 VERTICAL - 6" FROM CORNER / WALL, EMBED 4" SCALE: 1 -1/2" = 1' -0" 1008 I 1 r – I EXISTING SODA MACHINES 1 BIB RACK CLOSET 185 FOOD COURT SEATING 0 w 13 TILES @ 2' -0" = 26'-0" X FOOD PREP 184 L 1 X X X X X FOOD SERVICE 181 FOOD PREP 182 X Cl w 10 A5.01.1 COOLER 183 (SOIC) 10, -0" CEILING 9 TILES @4'-0” = 36' -0" " FOOD SERVICE REFLECTED CEILING PLAN Comm 11 -1 1/2" SIM SCALE: 1/4" = 1' -0" 8'-8" 11 -0" FOOD SERVICE PLAN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2010 � � City of Tukwila BUILDING DIVISION FREEZER FOOD PREP FIELD VERIFY NEW NEW 184 EXISTING PIZZA OVEN AND HOOD TO REMAIN 0 COOLER Xo 3' -11" FOOD PREP 0 182 CORNER GUARD (TYP) 13' -5" C. rr LJ FOOD SERVICE 181 RELOCATED LATTE MACHINE r- 0 1 0 0 0 0 COOLER 183 (SOIC) 12' -10" ABOVE 5,-31 NOTE: FOR INTERIOR ELEVATIONS, SEE A5.01.1 INFILL DOOR— SCALE: 1/4" = 1' -0" EXISTING TOP OF WALL Yid OPEN TO WAREHOUSE 2X3 WOOD TRIM EXISTING STRONG BACKS 8' -0" AFF TOP OF WALL EXISTING EGRESS DOORS MOP SINK ALCOVE STORAGE -881 -0" WHOLESALE TUKWILA, WA #006 400 COSTCO DRIVE TUKWILA, WA 98188 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 x L. TO PUBLIC RESTROOMS b10- 005 RECEIVED CITV OF TUKWILA JAN 08 Z010 PERMIT CENTER T RE -PAINT ENTIRE WALL VVYVVYin7 4W4vVVV-10v0vv0v4W VVV 0v0v4VVY4V 0v0v4v'D4"Vv'77' 0v0v00 V'JVNvvv vvvvvvvvvv 044444444404409444444440440944 °444440040440440440°440044 0000000.0.0.0.0.0.0. 04400404400040040400000 0000440400404400000 44000000000000000 44400440444{ 000000....... 4004004400009400400040444 „040944 °440440440 0444444040040000000000000 00444000000040000040 44400000040 '404400404400410000000000000 44440440440409444044G[I 04400400404 404400444404400000000000000 444444044044044094400 c. B4d440 0400 400400000040444 0000000000000 40000044404444400'^ pn cpp� ^^ 00004044444400.0000000000000 00444044904004044 001*41� ltfv -±3 4040044000440404ti 000000 000000 404400440000400 0040 00 0 00000000 *000 00004044000000 000000 04000000000404 0040044004044 400404000440 4444404000a000tr00000�0000000 0000900444040. 404449404¢ 00440444400444444444044044404400000�00000000 ii 0000000000000 $ 44 40 0000000000000000000000000.000000( 000 % 0 tr 4 0000 00 0 1,4„0 ^0,�4A&0 0 0 8;4,4 0.4,,4 0^40 0,, 0 4 4 0 0 ^4 4 94 4Qn4 ^4„0 0„4 0,0.,0 0,00,14 4 ^4 ^4 ^0 4 ^4 4 ^0 4,�4,,Ort8. 0 0 00 0 0 0 0 0 0 0 0 0 INFILL DOOR TO I MATCH EXISTING v-- 1 0000400000000400000040040 '° YVV- 4v°V°/V. 50 4 0 0 0 4 ° 0 0 00 0 ° 4 ° 0 00 ° 04 000 ° 40 000 ° 4 ° 0 4 0 00 ° 0 4000 °4 ° 000 t 4.0.4.4.0040040040000000094001 440000000004044004004 4000000000400000 04400000000000000000t 044044000004000000400 444044400004004004002 444400444040004040440 600 °44x04 °44404 °4404009 4404° °44404 °44400 0.4 ^4 Ono ^4 08.4 0,0.4,,0 4^0 ^4 4M NEW DOOR W V V V VYV V v-v-vv ra-v- 0 44400444440440440 $ 0 4444 $ 4 00004000 00 0 0° 04 0 0 4$ 040 40 04 0 0 0 4¢ 040 0 4¢ 040 000000000000 4 0000000000* 044440440400400000 004009604000444040 00404444444404040 44404404404004444 40044044404494444 8.0.4.0 0. 0 0„ 440000 4 0 440 °°0400 0 4 4 4400000 °4 40040 ;00400 04440 >04004 00000 ?444 044401 50040440404 EXISTING DOOR NEW CLOSET FOOD SERVICE SIDE NEW DIAMOND PLATE, BLEND WITH EXISTING SCALE: 1/4" =11-0" x x X x t 425.463.2000 1 f 425.463.2002 MulvannyG2.com BUILDING PERMIT SET x MITCHELL C. SMITH, ARCHITECT 6084 REGISTERED ARCHITECT CHELL C. SMITH S ATE OF WASHINGTON 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL, CMP FOOD SERVICE PLANS, ELEVATIONS, AND DETAILS A5.01 © 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. A DATE DESCRIPTION OWNER APPROVAL PERMIT ISSUE 12.03.09 BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 11.24.09 HEALTH PERMIT ISSUE 1 12.14.09 ISSUE ADDENDUM 1 01.07.10 ISSUE FOR BUILDING PERMIT AS -BUILT ISSUE 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL, CMP FOOD SERVICE PLANS, ELEVATIONS, AND DETAILS A5.01 MHO I GM .7C 1 1 1 ULLUUU EXISTING TO REMAIN ,-EXISTING WALL COOLER WALL (SOIC) ;I► COOLER 183 (SOIC) 48 40 49 35 FOOD SERVICE 181 - CENTER WALL SCALE: 1/4" = 1' -0" WALL BEYOND ................... MOP SINK( 16,17 ALCOVE A5.01 17 FOOD PREP 182 - END WALL SCALE: 1/4" = 1' -0" • • • FIN FLR = 0' -0" STUD WALL - BASE ONE SIDE SCALE: 3" =11-0" FRPP FULL HEIGHT 1•.` 5/8" GYPSUM FIBER PANEL 3 -5/8" METAL STUDS FRPP EDGE MOLD CONTINUOUS SEALANT, BY GC POLYMER BASE INTEGRAL WITH FLOORING - 3/8" RADIUS, MINIMUM (SIMILAR TO 2 /A6.01.1) •• .Q • • •d FIN FLR = • • . 0' -0" TYPICAL BASE APPLIED TO WALL SCALE: 3" = 1' -0" 0805 0108 ............................ ............ 41 FOOD SERVICE - WAREHOUSE WALL SCALE: 1/4" = 1' -0" COOLER 183 (SOIC) 11A FOOD PREP 182 - END WALL SCALE: 1/4" = 1' -0" • • • ..a .a .° • • • • b °. • FIN FLR = 0, -0" STUD WALL - BASE TWO SIDES SCALE: 3" = 1' -0" CONTINUOUS SEALANT, BY GC 5/8" GYPSUM FIBER PANEL WITH BEVELED TOP, TYPICAL POLYMER BASE INTEGRAL WITH FLOORING 3/8" RADIUS, MINIMUM • • a ° • 09770002 -0805 FIN FLR = • 0, -0" TYPICAL APPLIED GFP BASE SCALE: 3" = 1' -0" DOOR SCHEDULE LOCATION NO. OWIDTH DOOR FRAME /, LOUVER CEILING REMARKS SEE NOTES BELOW 48 40 49 35 FOOD SERVICE 181 - CENTER WALL SCALE: 1/4" = 1' -0" WALL BEYOND ................... MOP SINK( 16,17 ALCOVE A5.01 17 FOOD PREP 182 - END WALL SCALE: 1/4" = 1' -0" • • • FIN FLR = 0' -0" STUD WALL - BASE ONE SIDE SCALE: 3" =11-0" FRPP FULL HEIGHT 1•.` 5/8" GYPSUM FIBER PANEL 3 -5/8" METAL STUDS FRPP EDGE MOLD CONTINUOUS SEALANT, BY GC POLYMER BASE INTEGRAL WITH FLOORING - 3/8" RADIUS, MINIMUM (SIMILAR TO 2 /A6.01.1) •• .Q • • •d FIN FLR = • • . 0' -0" TYPICAL BASE APPLIED TO WALL SCALE: 3" = 1' -0" 0805 0108 ............................ ............ 41 FOOD SERVICE - WAREHOUSE WALL SCALE: 1/4" = 1' -0" COOLER 183 (SOIC) 11A FOOD PREP 182 - END WALL SCALE: 1/4" = 1' -0" • • • ..a .a .° • • • • b °. • FIN FLR = 0, -0" STUD WALL - BASE TWO SIDES SCALE: 3" = 1' -0" CONTINUOUS SEALANT, BY GC 5/8" GYPSUM FIBER PANEL WITH BEVELED TOP, TYPICAL POLYMER BASE INTEGRAL WITH FLOORING 3/8" RADIUS, MINIMUM • • a ° • 09770002 -0805 FIN FLR = • 0, -0" TYPICAL APPLIED GFP BASE SCALE: 3" = 1' -0" DOOR SCHEDULE LOCATION NO. OWIDTH DOOR FRAME o = LOUVER CEILING REMARKS SEE NOTES BELOW MATERIAL I FINISH HEIGHT TYPE LABEL MATERIAL MATERIAL DET. # SHT. # REMARKS FOOD SERVICE 61 4' -0" 8' -0" L WOOD STEEL 12 A5.01.1 20 13, 16 182 FOOD PREP 35 (2) 3' -0" 7' -0" S GFP WOOD STEEL 12 A5.01.1 44 183 COOLER PF -1 DOOR TYPES SCALE: 1/4" = 1' -0" TEMPERED GLASS SINGLE VISION FOOD SERVICE " W PAIR W/O MULLION 48" KICKPLATE BIB RACK CLOSET 0108 23 COOLER 183 • ................. ............... ................ () FOOD PREP 182 - CENTER WALL SCALE: 1/4" = 1' -0" ihPER REFRIGERATION TOP OF COOLER OR FREEZER •1O' -2" AFF U.N.O. SUSPENDED TEE GRID CEILING METAL EDGE "L" COOLER OR FREEZER (SOIC) CEILING AT COOLER WALL SCALE: 1 -1/2" = 1' -0" METAL INSULATED PANEL (SOIC) BASE 1 • a •- • • . • • • • FIN FLR = 0' -0" METAL INSULATED PANEL - BASE ONE SIDE 0209 SCALE: 3" =1' -0" 0805 WALL (FOREGROUND) :.:.:.:....:.:...:.:.:.:.:.: •........ ............................... • G•... ....... ............................... .................. ................. ................. ................. .................. m ••.....••••• .....••.• ................ U °'u U LI FOOD PREP - END WALL FOOD PREP 184 - OUTSIDE WALL SCALE: 1/4" = 1' -0" 5,/ SCALE: 1/4" = 1' -0" MINIMUM 12 GA WIRE 4' -0" OC, MAXIMUM SPREADER BAR MINIMUM (3) TURNS IN 1 -1/2" REV COMPL FOR CODE FEB 0 2 2010 City of Tukwila BUILDING DIVISION MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER - SLOPING WIRES HEAVY DUTY SYSTEM MAIN RUNNER AT 4' -0" OC, MAX nnnnnnnnnnn nnnnnnn LAY -IN BOARD, SEE ROOM FINISH SCHEDULE ARMSTRONG BERC2 CLIP CROSS TEE POP RIVET NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS ®UNATrACHED WALL ®MAIN RUNNERS & CROSS TEES OC ATTACHED WALL PARALLEL TO MAIN RUNNER, 12 GA WIRE, TYPICAL NOTE: FOR ADDITIONAL NOTES SEE STRUCTURAL DRAWINGS PARALLEL TO CROSS TEE MIN (4) TURNS IN 1 -1/2" 4S "C 46.0( PARALLEL TO CROSS TEE PARALLEL TO MAIN RUNNER r-45*C 45 VERTICAL STRUT COMPRESSION POST TO STRUCTURE ABOVE 12' -0" OC EACH WAY, START 6' -0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER - SEE STRUCTURAL 2 ©SEISMIC BRACING SUSPENDED TEE GRID CEILING 11 SCALE: 3" = 1' -0" N z_ I.1•11■I1 CART RAIL WHERE OCCURS -' 'L - SHAPED' 16 GA SATIN FINISH STAINLESS STEEL OAT CORNER ®AT WING WALL 0709 FRPP WHERE OCCURS DOUBLE STUD N 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 CORNER GUARDS (CG) 'U - SHAPED' 16 GA SATIN FINISH STAINLESS STEEL SCALE: 3" = 1' -0" ROOM FINISH SCHEDULE VYIUrrt r rrrurn ROOM NAME FLOOR BASE WALLS CEILING REMARKS SEE NOTES BELOW MATERIAL I FINISH MATERIAL I FINISH MATERIAL I FINISH MATERIAL PAIR W/O MULLION 48" KICKPLATE BIB RACK CLOSET 0108 23 COOLER 183 • ................. ............... ................ () FOOD PREP 182 - CENTER WALL SCALE: 1/4" = 1' -0" ihPER REFRIGERATION TOP OF COOLER OR FREEZER •1O' -2" AFF U.N.O. SUSPENDED TEE GRID CEILING METAL EDGE "L" COOLER OR FREEZER (SOIC) CEILING AT COOLER WALL SCALE: 1 -1/2" = 1' -0" METAL INSULATED PANEL (SOIC) BASE 1 • a •- • • . • • • • FIN FLR = 0' -0" METAL INSULATED PANEL - BASE ONE SIDE 0209 SCALE: 3" =1' -0" 0805 WALL (FOREGROUND) :.:.:.:....:.:...:.:.:.:.:.: •........ ............................... • G•... ....... ............................... .................. ................. ................. ................. .................. m ••.....••••• .....••.• ................ U °'u U LI FOOD PREP - END WALL FOOD PREP 184 - OUTSIDE WALL SCALE: 1/4" = 1' -0" 5,/ SCALE: 1/4" = 1' -0" MINIMUM 12 GA WIRE 4' -0" OC, MAXIMUM SPREADER BAR MINIMUM (3) TURNS IN 1 -1/2" REV COMPL FOR CODE FEB 0 2 2010 City of Tukwila BUILDING DIVISION MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER - SLOPING WIRES HEAVY DUTY SYSTEM MAIN RUNNER AT 4' -0" OC, MAX nnnnnnnnnnn nnnnnnn LAY -IN BOARD, SEE ROOM FINISH SCHEDULE ARMSTRONG BERC2 CLIP CROSS TEE POP RIVET NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS ®UNATrACHED WALL ®MAIN RUNNERS & CROSS TEES OC ATTACHED WALL PARALLEL TO MAIN RUNNER, 12 GA WIRE, TYPICAL NOTE: FOR ADDITIONAL NOTES SEE STRUCTURAL DRAWINGS PARALLEL TO CROSS TEE MIN (4) TURNS IN 1 -1/2" 4S "C 46.0( PARALLEL TO CROSS TEE PARALLEL TO MAIN RUNNER r-45*C 45 VERTICAL STRUT COMPRESSION POST TO STRUCTURE ABOVE 12' -0" OC EACH WAY, START 6' -0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER - SEE STRUCTURAL 2 ©SEISMIC BRACING SUSPENDED TEE GRID CEILING 11 SCALE: 3" = 1' -0" N z_ I.1•11■I1 CART RAIL WHERE OCCURS -' 'L - SHAPED' 16 GA SATIN FINISH STAINLESS STEEL OAT CORNER ®AT WING WALL 0709 FRPP WHERE OCCURS DOUBLE STUD N 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 CORNER GUARDS (CG) 'U - SHAPED' 16 GA SATIN FINISH STAINLESS STEEL SCALE: 3" = 1' -0" ROOM FINISH SCHEDULE LOC. NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS SEE NOTES BELOW MATERIAL I FINISH MATERIAL I FINISH MATERIAL I FINISH MATERIAL FINISH HT. FOOD SERVICE 181 FOOD SERVICE PF -1 M PB GFP FRPP AC -2 12.14.09 9' -0" 13, 16 182 FOOD PREP PF -1 M PB GFP FRPP AC -2 9' -0" 13,16 183 COOLER PF -1 M PB MIP MIP 9' -0" 184 FOOD PREP PF -1 M PB GFP FRPP AC -2 9' -0" 13, 16 185 BIB RACK CLOSET CONC. SEAL RB -6 GPP FRPP N/A N/A N/A OPEN TO SALES 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" AFF, 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 13. SST ON GFP - FULL HEIGHT BEHIND OVEN, SEE ELEVATION 14. CHAIN LINK FENCE / GATE (SIO) 15. FRPP WAINSCOT TO 4' -0" AFF ALL WALLS 16. FRPP FULL HEIGHT ON GFP TO 4' AFF 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 STRUCTURAL DRAWINGS FOR SLAB SAW CUT JOINT LOCATIONS 21. SLAB FINISH TO MATCH MAIN FLOOR SLAB FINISH 22. 4' -0" HIGH DFRPP WALL SURFACING WAINSCOT, ALL WALLS 23. WAINSCOT TRIM RUN HORIZONTALLY BY GENERAL CONTRACTOR - TRIM SIMILAR TO EDGE TRIM 24. FULL HEIGHT DFRPP 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. 8' -0" HIGH PLYWOOD ON WALL COMMON TO: TIRE ALCOVE / FOOD SERVICE, TIRE INSTALLATION / TIRE SALES, AND TIRE INSTALLATION / STORAGE - PAINT BLACK 30. SECURITY BARRIER ON WALLS EXTENDS FROM SUSPENDED CEILING TO SECURITY DECK / MEZZANINE ABOVE 1105 5/8" GWB DOOR #61 - 6" METAL STUDS DOOR #35 - 3 518" METAL STUDS DOUBLE STUDS AT JAMB HM FRAME (PAINT) JAMB ANCHOR MIN 3 PER JAMB 1/2" TYP r". DOOR PER SCHEDULE 1 • / / / FACE OF INTERSECTING WALL J 1/ 1/1 1 L 0 z fn w 0 w 0 w 0 cn w cc DOOR #61 - 8 1/4" DOOR #35 - 5 7/8" HM DOOR JAMB AT STUD cc 0 0 0 w N U) (HEAD SIM) SCALE: 3" = 1' -0" 1 0 J 0 3 ELEVATION KEY I L SCALE: 1/8" = 1' -0" 0709 WHOLESALE TUKWILA, WA #006 400 COSTCO DRIVE TUKWILA, WA 98188 ROOM FINISH ABBREVIATION KEY AC -1 24x48 SUSPENDED GRID WITH LAY -IN ACOUSTIC BOARD AC -2 24x48 SUSPENDED GRID WITH MOISTURE RESISTANT, WASHABLE LAY -IN ACOUSTIC BOARD AC -3 24x48 RATED SUSPENDED GRID AND LAY -IN ACOUSTIC BOARD C CARPET TILE (S.O.I.C.) CMU CONCRETE MASONRY UNIT CONC CONCRETE CT 8 "x8" CERAMIC TILE CV 6" COVED VINYL DFRPP DECORATIVE FIBERGLASS REINFORCED PLASTIC PANEL DPL DIAMOND STEEL PLATE FRPP FIBERGLASS REINFORCED PLASTIC PANEL GFP GYPSUM FIBER PANEL GWB GYPSUM WALL BOARD LF LAMINATE FLOORING ( S.O.I.C.) M MEDIUM TEXTURE MF MATTE FINISH MIP METAL INSULATED PANELS (S.I.O.) MPLY MARINE GRADE PLYWOOD OTS OPEN TO STRUCTURE P P -LAM PB PF -1 PF -2 PF-4 PF -5 PF -6 PF -7 PLY R RB-4 RB -6 SEAL SG SRF SST SV TB VCT WB WL PAINT PLASTIC LAMINATE WALL POLYMER BASE- COVED POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING POLYMER FLOORING 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 (SOIC) WALL LAMINATE SEE SPECIFICATIONS FOR FINISH AND COLOR bOOOS t(tCtivtu CITY OF TI IKiMLA JAN 0 8 YU10 PERMIT CENTER 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 BUILDING PERMIT SET MITCHELL C. SMITH, ARCHITECT 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL, CMP FOOD SERVICE ELEVATIONS, DETAILS, AND SCHEDULES A5.01.1 © 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 OWNER APPROVAL PERMIT ISSUE 12.03.09 BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 11.24.09 HEALTH PERMIT ISSUE 1 12.14.09 ISSUE ADDENDUM 1 01.07.10 ISSUE FOR BUILDING PERMIT AS -BUILT ISSUE 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL, CMP FOOD SERVICE ELEVATIONS, DETAILS, AND SCHEDULES A5.01.1 L' \_pre89 \87022 \87022022 \C❑STCO TUKWILA- S1 -FO ❑D SERVICE PLAN- 48- 87022022.dwg, 01- 04 -10, 1130pm, davet, 48 0 ADD 31 "x1' "x20GA. MTL. STUDS TO MATCH EXISTING ® 16 “oc MAX. A -1.1 B-1.11 1 EXISITNG FOODSERVKE PLAN Q r= 1'-o” 1 "x16GA. TRACK SHOT Tb SLAB w/ 0.177x12" PINS 0 24 "oc MAX. SECTION A -1.1 " = 1' -o" NEW DBL. STUDS EA. SIDE 4 1 REVIEWED FOR CODE COMPLIANCE APPROVE FEB 0 2 2010 City of Tukwila BUILDING DIVISION - C8x1 g "x16GA. HEADER CUT AWAY EXISTING STUDS a SECTION B -1.1 I" = 1' -0" 4 RECEIVED CITY OF TUKWILA JAN 0 8 2010 PERMIT CENTER biOOO5 w < 0 II ENGINEER: R. RAICHLE 0 I-, 0 1 0 0) 0 M 0 1 DATE: DRAWING REVISIONS SHEET NO: Slal DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION I Ci5 1 w Q 0 II ENGINEER: R. RAICHLE REMODI OSTCC LA, WA B. PATEL DATE: DRAWING REVISIONS SHEET NO: Slal I g a d U] ::° W SHEET CONTENTS: EXISTING FOOD SERVICE PLAN II ENGINEER: R. RAICHLE REMODI OSTCC LA, WA B. PATEL JOB NO: 87022022 ENGINEER: R. RAICHLE DRAWN: B. PATEL DATE: 11 -12 -09 SHEET NO: Slal • 10:49:39 AM, Remodel \_264M 1 .dwg, Costco — K: \2009 \260- 269 \09 -264 EXISTING PIZZA HOOD DUCT WORK AND EXHAUST FAN TO REMAIN VD 16" VD 12" I I I 1 1 I I I I I I I I 1 1 EXISTING' AC VII ON ROOF TO REMAIN FOOD .SERVICE HVAC DEMO PLAN SCALE: 1/4" = 1' -0" AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER SERVICE ' MODEL PATTERN, DAMPER NECK FRAME LOCATION * CDFP ** TUTTLE & BAILEY SUPPLY. TENSOR —SS PERFORATED LAPIN FOOD SERVICE RGFP TUTTLE & BAILEY RETURN T7ODFB -SS 45' FIXED BLADE ' LAPIN FOOD SERVICE * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS — DIFFUSER IS NOT REQURED IF NOT ON PLANS ** DIFFUSER TO HAVE BRUSHED STAINLESS STEEL FACE., FOR PLUMBING WORK IN THIS AREA, SEE "FOOD. SERVICE PLUMBING PLAN' SHEET M -2. FOR WASTE' & VENT WOR IN THIS AREA, SEE "FO.O SERVICE WASTE .& VENT PLAN ", SHEET M -2 . FOR HVAC WORK IN THIS AREA, SEE FOOD SERVICE HVAC AND DEMO PLANS, THIS SHEET •1• • • •1• • • •1• • • •1. • • • •1• • • • (E)4 "SS GW GW - GW O EXISTING 1,250 GAL GREASE INTERCEPTOR FIELD. VERIFY SIZE AND LOCAITON C r MAIN .SALES PARTIAL FLOOR PLAN SCALE: 1/4" = (TYPICAL) 12/12 CDFP 485 CFM 1 -1 (E)VD ;E) VD (E)VD (E)12"0 (E)12"0 2'0 (E)12" 12/12 CDFP 485 CFM. 12/12 CDFP 485 CFM (E)1 6 "0 12/12 CDFP 485 CFM (E)22"0 (E5 4 "o 12/12 CDFP 485 CFM 12/12 CDFP 485 CFM 1 C�— EXISTING AC • UNIT T'STAT TO REMAIN FOOD SERVICE • HV SCALE: 1/4" = i' -0" CONNECT NEW RGFP TO EXISTING RETURN DUCT IN CEILING AS REQUIRED. (TYP OF 2) C: PLAN PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. 0 DEMO EXISTING CEILING DIFFUSERS /GRILLES AS SHOWN. FIELD VERIFY PRIOR TO WORK. ® CONNECT NEW 12"0 SUPPY DUCT TO EXISTNG 12"0 SUPPLY • DUCT AS REQUIRED. FEILD VERIFY SIZE AND LOCATION. n HVAC LEGS \D 24/48 k k:::]: CONT. TYP. CFM CD RA SA 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 THERMOSTAT CONTINUATION TYPICAL CUBIC FEET PER MINUTE CEILING DIFFUSER RETURN AIR SUPPLY AIR FRAMING SEE STRUCTURAL DRAWINGS 24" MAX. 411V11 ' — 10' FLEX DUCT 10 MAX. - -NYLON TIE - STRAPS \N LAY -IN CEILING DIFFUSER DIFFUSER INLET DETAIL VOLUME DAMPER CONICAL SPIN -IN UPPLY DUCT SCALE: NONE o o s RECEIVED CITY OF TUKWILA JAN 0 8 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED z W SCHEDULE z a z a 0 F.4 gt z a x 0 0 0 0 W U W U REVISION DATE: JANUARY 6, 2010 ISSUE DATE: NOVEMBER 23, 2009 ARCHITECT REFERENCE NO: W —J O rz Z 1- O W o_ W O 0 I— U a cn Oz O W U cnz w_ mE Q 0 w CL 1- U O� N O T1- Ii o� d z z o O N0:09 -264 a CC w 0 w N ISSUED FOR BID M CD N ISSUED FOR PERMIT O CD O U 0 A in I 0 01 1d, 04 QD 0 2 co CQ CQ WFz �Z0 G4 x oornxaw W w °o o ›. co igi Service Remodel \_264M2.dwg, K: \2009 \260- 269 \09 -264 1, J DEMO .EXISTING FLO R SINK AND FLOOR D AIN. CAP WASTE BELOW GRADE. PATCH FLOOR TO MATCH EXISTING CAP VENT ABOVE CEILING. DEMO EXISTING COLD WATER & AIR LINES AND CAP ABOVE CEILING. EXISTING FOOD SERVICE WASTE & VENT DEMO PLAN • SCALE: 1/4" = 1' -0" 3 /4 "CW -DEMO EXISTING HOT & COLD WATER LINES AND CAP ABOVE CEILING. DEMO EXISTING HOT & COLD ATER LINES AND CAP A OVE CEILING. E / +1 / A \ 41 "Fliw 1 "HW 3/4" 0 0 0 1 T 0 A f �1 L 1- 1 /2 "CW EXISTING FOOF SERVICE PLUMBING DEMO PLAN Ai SCALE: 1/4" = 1' -0" f J EXISTING / WATER ,, HEATER TO REMAIN 1 —1 /2 "CW (E)2" VTR 8 29' -5" 9' -11" / 4' -8" / 3' -11" / 1 /2 "H &CW DN. TO SINK EXISTING AIR COMPRESSOR TO REMAIN GW GW 3„ 0 F u GW / 4" GW i GW w-- 3" = == \ - -J l3" VTR 0 N O ( E) D -1 F -5 D -4 or 4 AL MIMI. MFR. /MODEL r VENT COLD W. HOT W. COMMENTS DETAIL NOTES BACKFLOW PREVENTION O7 b. DETERGENT KAY CHEMICAL 1, J DEMO .EXISTING FLO R SINK AND FLOOR D AIN. CAP WASTE BELOW GRADE. PATCH FLOOR TO MATCH EXISTING CAP VENT ABOVE CEILING. DEMO EXISTING COLD WATER & AIR LINES AND CAP ABOVE CEILING. EXISTING FOOD SERVICE WASTE & VENT DEMO PLAN • SCALE: 1/4" = 1' -0" 3 /4 "CW -DEMO EXISTING HOT & COLD WATER LINES AND CAP ABOVE CEILING. DEMO EXISTING HOT & COLD ATER LINES AND CAP A OVE CEILING. E / +1 / A \ 41 "Fliw 1 "HW 3/4" 0 0 0 1 T 0 A f �1 L 1- 1 /2 "CW EXISTING FOOF SERVICE PLUMBING DEMO PLAN Ai SCALE: 1/4" = 1' -0" f J EXISTING / WATER ,, HEATER TO REMAIN 1 —1 /2 "CW (E)2" VTR 8 29' -5" 9' -11" / 4' -8" / 3' -11" / 1 /2 "H &CW DN. TO SINK EXISTING AIR COMPRESSOR TO REMAIN GW GW 3„ 0 F u GW / 4" GW i GW w-- 3" = == \ - -J l3" VTR 0 N O ( E) D -1 F -5 D -4 or 4 SYMBOL . MIMI. MFR. /MODEL r VENT COLD W. HOT W. COMMENTS DETAIL NOTES BACKFLOW PREVENTION O7 //2" I 0 E)3" VTR u 1 0 FCO MS- -5 3 GW FOOD SERVICE WASTE & VENT PLAN SCALE: 1/4" = 1' -0" FCO 3 „G W 3 /4 "H &CW—' DN. TO SINK 81 -7" m �F -4) 1 /2 "HW TO STEAM TABLE MANIFOLD STEAM WELL WASTE LINI TOGETHER & RU TO FLOOR SINK. 0 0 u (E)3 /4 "CW 1/2"H&CW SINK TO 11 3 F -6 3/4" 13/4" 11 (E)3/4" /1 E) 2 at PR VIDE 90' ELBOW - DO N WITHIN 3" OF L FOR QUICK :ONNECT. QUICK ;ONNECT 0 +18" F. DIS DIS A. F D 1 "CW 1/2" HW DN TO 0 ±60" HB -2) 3/4" H &CW DN. TO (MS -2) FOOD SERVICE PLUMBING PLAN SCALE: 1/4" = 1' -0f1 FOOD SERVICE EQUIPMENT SCHEDULE ARCH. NUMBER SYMBOL . DESCRIPTION MFR. /MODEL WASTE VENT COLD W. HOT W. COMMENTS DETAIL NOTES BACKFLOW PREVENTION O7 FLOOR DRAIN DETERGENT KAY CHEMICAL 2" 1/2"©60" 1/M -2 MEAT, BAKERY, DELI FOOD SERVICE, ROTISSERIE (2) HAG S (F -2 1 41 FLOOR SINK DRAIN HAND SINK UNIVERSAL 1-1/2" 1-1/2" 1/2%010" 1/2%010" 16" X 16" X 16" TYPE 304 STAINLESS STEEL, WALL HUNG, WITH WALL BRACKET FISHER F1 -3174 KNEE VALVE, 3816 GOOSENECK SPOUT 8/M -2 (1) LH —BS AG ( .F -4 ) 24 FLOOR DRAIN THREE COMPARTMENT (POT SINK) UNIVERSAL INDIRECT 3/4 "014" 3/4"©14" 112" X 33 -1/2" 16 GA — TYPE 304 STAINLESS STEEL WITH DRAIN BOARDS, . INTEGRAL OVERSHELVES, Fl —2210 PRE —RINSE & FILL FAUCET, WALL BRACEKT FOR FAUCET, PRE —RINSE W /FI -290 ADD —A— FAUCET, AND (3) LEVER DRAIN. 7/M -2 0 (1) LHA—G S F -5 25 FLOOR CLEAN OUT TABLE W /SINK FO0 PREP.) (SINK) UNIVERSAL INDIRECT 1/2%1)18" 0 1/2%018" SS PREP TABLE W /SINK #5SLC— B30 —L —PC; 165 LBS SS 30 "W TOP, W /6" SPLASH AT REAR ONLY, 60" L, SS LEGS, SIDE & REAR SS CROSSRAILS, 16G/304SS, TAC -1618 SINK BOWL INTEGRAL W /TABLE TOP, 16" X 18" X 12 ", FISHER FI -3313 HEAVY DUTY 8" CENTER DECK MOUNT FAUCET W/12" SPOUT, USF— LD -2.0 TWIST HANDLE LEVER DRAIN, 2" SPOUT, TAC —PB POLY CUTTING BOARD, 30" X 18" X 5/8 ". (1) LAG S (F -6 (HB -1) 35 WOODFORD 65C W REF. BASE CRAIG . INDIRECT +24" FROST PROOF, AUTOMATIC DRAINING FREEZELESS HYDRANT, LOOSE KEY. 1/2"©14" STEAM TABLE WITH REFRIGERATED BASE, 2 FAUCET SETS, LEVER WASTE DRAIN, PROVIDE 1/2" TEMPERED HOT WATER. (2) (2) LHA—G S F -7 J WATTS SC8 -4 (1) EQUIPMENT FURNISHED BY THE OWNER. THE MECHANICAL CONTRACTOR SHALL ROUGH —IN PLUMBING, INSTALL AND CONNECT ALL SERVICES. ALL P— TRAPS, TAILPIECES, ESCUTCHEONS AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. (2) EQUIPMENT FURNISHED BY THE OWNER, SET BY -THE VENDOR, PLUMBED BY THE MECHANICAL CONTRACTOR. (3) EQUIPMENT FURNISHED BY THE OWNER. EQUIPMENT WILL BE SET AND PIPED BY THE FOOD SERVICE EQUIPMENT SUPPLIER. HAZARD TYPE BACKFLOW POTENTIAL LH — LOW HAZARD HH — HIGH HAZARD BS — BACK SIPHONAGE BP — BACK PRESSURE BACKFLOW PREVENTION RPZ — AGB— AIPRRURE PRESSURE PRINCIPLE BACK FLOW EE AVB — ATMOSPHERIC VACUUM BREAKER 12' -8" F -5 (MV -2 18' -9" SEE DETAIL 3 —COMP SINK W/ MIXING VALVE FOR DETERGENT DISPENSER 3/4" H &CW DN 124" 24" `24" 2" 24" 15t 'IL SINK FURNISHED WITH: 24" 24" � — FAUCETS " — LEVER WASTES 35 -1/2 30" DETERGENT PKG:1 BY OTHERS II PLAN VIEW WALL BOX SEE DETAIL PLUMBING ROUGH IN: QA 1/2" HW WALL STOP 0 +16" (ONE SET FOR F -5 & E -18) © 1/2" CW WALL STOP 0 +16" © (2)THERMIXER MIXING VALVES 0 +48" QD 3/4" TEMPERED WATER HB -2 0 +16" FOR DETERGENT PKG. QE 3/4" TEMPERED WATER HB -2 0 +16" FOR SOAP DISPENSER WALL FLASHING PROVIDE 1" 00 AIR GAP (D?P.) } INDIRECT DRAIN FLOOR SINK TRIPLE COMPARTMENT SINK F -5 & E -18 PIPING WITHIN WALL SURFACE MOUNTED WASTE MANIFOLD BY CONTRACTOR SCALE: NONE 2X4 BLOCKING IN WALL 36" SINK FURNISHED WITH: GOOSENECK SPOUT KNEE OR FOOT VALVES 1-1/2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL PLUMBING ROUGH IN: ® 1 /2 "HW WALL STOP 0 +16" © 1 /2 "CW WALL STOP 0 +16" © 1 -1/2" WASTE © 20" ® MC TO PROVIDE WATTS USG —B —M1 THERMOSTATIC MIXING VALVE TO REDUCE WATER TEMPERATURE TO 110' F ON ALL HAND SINKS LOCATED IN THE DELI, MEAT, ROTISSERIE AND BAKERY HAND SINK F— 4 SCALE: NONE (E)1- 1 /2 "CW S PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. C1) CONNECT NEW SANITARY SEWER TO EXISTING SANITARY SEWER HERE. FIELD VERIFY EXACT LOCATION, SIZE, & I.E. PRIOR TO WORK. C2) CONNECT NEW HOT WATER TO EXISTING HOT WATER LINE HERE. FIELD VERIFY EXACT LOCATION & SIZE PRIOR TO WORK. Q CONNECT NEW COLD WATER TO EXISTING COLD WATER LINE HERE. FIELD VERIFY EXACT LOCATION & SIZE PRIOR TO WORK. C 4) CONNECT NEW AIR TO EXISTING AIR LINE HERE. FIELD VERIFY EXACT LOCATION & SIZE PRIOR TO WORK. (T) CONNECT NEW 2" VENT TO EXISTING VENT HERE. FIELD VERIFY 0 SIZE & LOCATION. . GENERAL NOTES • THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPLICABLE. 1. ALL WASTE PIPING, Sc CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. 2. SEE EQUIPMENT SCHEDULE FOR TRAP ARM SIZE AND VENT SIZE. 3. 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) 4. ALL DIMENSIONS TO INTERIOR WALL. 5. INSULATE ALL INTERIOR HOT & COLD WATER PIPING, AND CONDENSATE PIPING PER SPECIFICATION SECTION 15250 6. HW . STOP TO ROUGH IN ON LEFT, CW STOP TO ROUGH IN ON RIGHT. PROVIDE AIR- CHAMBER PER DETAIL . #101/P -4.2. PLUMBING LEGEND GW S C A N2 SD G VTR FCO A.F.F. B.F.F. WCO CONT. TYP. PSI R.D. RN S.S. W. CW .HW H &CW RPPB WASTE /SANITARY SEWER GREASY WASTE /SANITARY SEWER VENT COLD WATER HOT WATER HOT WATER RECIRCULATION SOFTENED COLD WATER CONDENSATE DRAIN AIR NITROGEN STORM DRAIN GAS GAS. COCK CONTROL VALVE — 3 WAY CONTROL VALVE — 2 WAY VALVE — GATE VALVE — CHECK VALVE — PRESSURE REDUCING (PRV) UNION STRAINER THERMOMETER VENT THRU ROOF FLOOR CLEAN OUT ABOVE FINISH FLOOR BELOW FINISH FLOOR WALL CLEAN OUT CONTINUATION TYPICAL POUNDS PER SQUARE INCH ROOF DRAIN ROUGH INSTALLATION SANITARY SEWER WASTE COLD WATER HOT WATER HOT & COLD WATER REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER i NOTE: CONTRACTOR TO FIELD CUT PENETRATIONS FOR WATER LINES IN WALL BOX. WALL BOX LOCATION TO MATCH SINK DETAILS. F -5 & 22: 12 "x12 "x8" E -18: 12 "x12 "x4" WALL BOX FRONT VIEW ACUDOR #ARVB PIPING WITHIN WALL DETERGENT PKG. BY OTHERS MATCH LOCATION WITH SINK DETAILS ¢-- SURFACE' MOUNTED 12" WALL BOX SIDE VIEW PLUMBING ROUGH IN 0 QA 3/4" HW WALL STOP © 3/4" CW WALL STOP SINKS: 0 +76" 0 +76" © THERMIXER MIXING VALVE MV -2 ©+76" QD 3/4" TEMPERED WATER HB -2 ©+16" FOR SOAP DISPENSER ©E 3/4" TEMPERED WATER HB -2 0 +16" FOR HAND SANITIZER WALL BOX MIXING VALVE DETAIL F— 5 SCALE: NONE RECEIVED CITY OF TUKWILA JAN 0 8 2010 PERMIT CENTER PLUMBING FIXTURE SCHEDULE — CONTRACTOR PROVIDED SYMBOL DESCRIPTION MFR. /MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES BACKFLOW PREVENTION FLOOR DRAIN STAINLESS DRAINS.COM CSFS — CSDFS 10 -50.S S 3" 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/M -2 MEAT, BAKERY, DELI FOOD SERVICE, ROTISSERIE (8) (13) N/A D -1 FLOOR SINK DRAIN STAINLESS DRAINS.COM . CSDSINK12X12X12 1/2PIFDS 4" 2" - INDIRECT SINK WASTE, 12" SQUARE EXTRA DEEP 14GA STAINLESS STEEL RECEPTOR. DOME BOTTOM STRAINER, PERFORATED 1/2 GRATE AND INTERNAL FLANGE. . • 3/M -3 MEAT, BAKERY, DELI FOOD SERVICE (13) N/A D -4 FLOOR DRAIN STAINLESS DRAINS.COM CSD6000AT —TPC3 2" 2" 6" FLOOR DRAIN WITH 14 GA STAINLESS STEEL BODY. DRAIN PROVIDED WITH PERFORATED 12 GA STAINLESS STEEL ADJUSTABLE TOP. PROVIDE WITH TRAP PRIMER CONNECTION. - 26/M -2 TOILET ROOMS JANITOR ROOMS (8) (13) N/A ( D -5 FCO ) FLOOR CLEAN OUT STAINLESS DRAINSOOTM3 CSDCLN SEE PLAN • FLOOR CLEAN OUT WITH 1/2" HEAVY DUTY TYPE 304 STAINLESS STEEL SMOOTH PLATE TOP AND PVC PLUG 0 N/A FFS (HB -1) HOSE BIBB WOODFORD 65C - 3/4" +24" FROST PROOF, AUTOMATIC DRAINING FREEZELESS HYDRANT, LOOSE KEY. (2) LABS (HB -2) HOSE BIBB WATTS SC8 -4 SEE PLAN +12 ", WALL SILL, SILLCOCK WITH HAND WHEEL (2) LAVBS MOP SINK STONE HARD FAUCET • CHICAGO FAUCETS 3" 2" 3/4" ©30" 3/4" 030" STONE- HARD BY G.C., COMPLETE WITH D -5 FLOOR DRAIN, #832—M HOSE & BRACKET.. PROVIDE COMPLETE WITH CHICAGO FAUCETS MODEL 445— RC897SXKCP & RC —ARMS FAUCET WITH INTERNAL CHECKS AND VACUUM BREAKER. # FOOD SERVICE RECEIVING AREA RESTROOM LH —BS AVB (MS -2 THERMOSTATIC THERMIXER 5- 130 —CK 3/4" 3/4" PANEL. SET WITH TO 100P TEMPERATURE ATURE SETTING AND HOT AND COLD CHECKS, MOUNTED IN WALL WITH ACCESS 14/M -2 PUBLIC RESTROOM . N/A MV -2 J 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 (12) NOT USED (11) NOT USED - ' NO (13) NATIONAL PURCHASE AGREEMENT IN PLACE WITH STAINLESSDRAINS.COM. CONTACT SHELIA HELLER OR JENNIFER SNIDER AT (888)785 -2345 HAZARD TYPE BACKFLOW POTENTIAL LH — LOW HAZARD HH — HIGH HAZARD BS — BACK SIPHONAGE BP — BACK PRESSURE BACKFLOW PREVENTION SEPA RPZ — REDUCED PRESSURE PRINCIPLE BACK FLOW PER14, PVB — PRESSURE VACUUM BREAKER APPR AG — AIR GAP 0 REQiJ AVB — ATMOSPHERIC VACUUM BREAKER 4.411,,, 0 0 5..." PLUMBING FOOD SERVICE Remodel \264E1.dwg, AREA OF WORK SEE ENLARGED PLANS. ago XISTING PANEL V 1O XISTING PANEL P9 WAH III ■•■•■ ■i■■■■ EEEEEI ■■■ 611111111n111111�ll1111111111111111111tl111111M1 11 I1 0I1II111111111II111111110MME111111II1111111110111111111I PARTIAL FLOOR PLAN SCALE: 1/32" = 1' -0" 0 O a • a EL LEGEND FIXTURE TYPE INCANDESCENT OR H.I.D. LIGHT FIXTURE WALL MOUNTED FIXTURE COMBINATION EXIT /EGRESS FIXTURE WITH BATTERY PACK EGRESS /EMERGENCY FIXTURE W/ BATTERY PACK H.I.D. LIGHT FIXTURE W /QUARTZ STRIKE LAMP FIXTURE ON EMERGENCY LIGHT CIRCUIT W /BATTERY BACK PACK FLUORESCENT LIGHT FIXTURE b 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" SINGLE POLE SWITCH WITH PILOT LIGHT, +42" THREE POLE SWITCH, +42" SWITCH PROVIDED BY M.C., INSTALLED BY E.C., +42" PUSH BUTTON, +42" m SINGLE PLUG -IN RECEPTACLE, +18" MIN. OR AS NOTED O DUPLEX RECEPTACLE, +18" MIN. OR AS NOTED • ISOLATED GROUND DUPLEX RECEPTACLE, +18" MIN. OR AS NOTED ® ISOLATED GROUND FOUR -FLEX RECEPTACLE, +18" MIN. OR AS NOTED ® FOUR -PLEX RECEPTACLE, +18" MIN. OR AS NOTED JUNCTION BOX, SIZE AND TYPE PER CODE 0' FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER 0' COMBINATION STARTER /DISCONNECT SWITCH D' NON -FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER ES HACR BREAKER IN NEMA ENCLOSURE, COORDINATE W /EQUIPMENT SUPPLIER a OCCUPANCY SENSOR /SWITCH LEVITON ODS15 -ID b $a $p $3 MSC O MOTOR CONNECTION AS REQUIRED . ♦ TELEPHONE / DATA OUTLET WITH 3/4" CONCEALED -IN -WALL CONDUIT TO CEILING SPACE OR AS . SHOWN. NO DAISY CHAIN 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 #12,1/2 "C C - METALLIC CONDUIT, . PVC - PLASTIC CONDUIT ISOLATED GROUND OR GROUND CONDUCTOR ("') FLEXIBLE CONDUIT CONNECTION AS REQUIRED 11 WP C.O. +48" M.S.B. M.D.P. M.L.O. M.C.B. DC CU A.F.F. GFI G.C. E.C. M.C. TYP. XFMR TRANSFORMER 277 -120V SQ -D 9070 T50 D4 CONTROL TRANSFORMER W /UE7 ENCLOSURE 3/4 "x4'x8' PAINTED TELEPHONE BOARD BRANCH PANEL GROUNDING PER CODE OR 3/4" DIAMETER 10' LONG STAINLESS STEEL GROUND ROD MECHANICAL UNIT WEATHER PROOF CONDUIT ONLY WITH PULL WIRES INDICATES MOUNTING HEIGHT OF EQUIPMENT /OUTLET CENTER LINE ABOVE FINISH FLOOR MAIN SWITCHBOARD MAIN DISTRIBUTION PANEL MAIN LUGS ONLY MAIN CIRCUIT BREAKER DROP CORD COPPER ABOVE FINISH FLOOR GROUND FAULT CIRCUIT INTERRUPTER GENERAL CONTRACTOR ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR TYPICAL TRANSFORMER ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING ELECTRICAL DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. REMOVAL OF EXISTING WIRING BACK TO THE REQUIRED. REMOVE OR ABANDON UNUSE CONDUITS. ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL WIRES FROM 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. PROVIDE CUTTING, PATCHING FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED DURING OFF BUSINESS HOURS, AND SHALL NOT INTERFERE, WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. COORDINATE AND SCHEDULE WITH WAREHOUSE FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR OWNER'S NORMAL OPERATION AS REQUIRED, TEMPORARY POWER SOURCES INCLUDE PORTABLE GENERATOR, POWER COMPANY'S TEMPORARY SERVICE HOOKUP ETC. \ 2 7 7 LJ LJ T LJ FOOD SERVICE PLAN NOTES: ® E.C. TO REMOVE EXISTING ELECTRICAL DEVICES AND ASSOCIATED CONDUITS & WIRES TO SOURCE. REFER TO. DEMO AREA, SEE, ARCHITECTURAL PLAN FOR EXACT LOCATION. TURN OFF BREAKER(S) AND LABEL AS 'SPARE', IF APPLICABLE. 02 SEE ARCHITECT FOOD SERVICE DRAWINGS FOR LOCATION OF EQUIPMENT LAY OUT. ® ALL CONDUITS PENETRATING THE WALK -IN COOLER SHALL BE SEALED. ® PROVIDE MATCHING RECEPTACLES FOR ALL EQUIPMENT AS REQUIRED. VERIFY EXACT NEMA TYPE FROM THE EQUIPMENT SUPPLIER. ® MAKE ALL FINAL CONNECTIONS FOR ALL EQUIPMENT. © E.C. TO REMOVE & DISPOSE EXISTING LIGHTING FIXTURES. PROVIDE NEW LIGHTING LAY OUT AS SHOWN. O7 E.C. TO REMOVE AND RELOCATE EXISTING RECEPTACLE /J -BOX TO NEW LOCATION AS SHOWN. EXTEND FEEDERS TO NEW LOCATION. FIELD VERIFY EXISTING CONDITION. ® E.C. TO PROVIDE (2) 20A/1P BREAKERS IN EXISTING PANEL V FOR NEW TABLETOP WARMER & LIGHTING. FIELD VERIFY EXISTING CONDITION. 0 E.C. TO PROVIDE (3) 20A/1P BREAKERS IN EXISTING PANEL P9 FOR NEW FOOD SERVICE RECEPTACLES, EQUIPMENT, AND COOLER SLIDING DOOR. FIELD VERIFY EXISTING CONDITION. 0 E.C. TO REUSE EXISTING CIRCUIT FOR NEW MERCHANDISER. E.C. HAS AN OPTION TO REUSE . EXISTING HOME RUN IF IT CONTAINS A NEUTRAL WIRE. OTHERWISE, PROVIDE NEW AS SHOWN. APPLICABLE CODES: 2006 IBC, NEC -2005, WASHINGTON STATE NON RESIDENTIAL ENERGY CODE, AND LOCAL AMENDMENTS - LJ . LIGHTING FIXTURE : SCHEDULE . ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED . DISCONNECTED MEANS -PER LATEST NEC CODE ' TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS • 0 LITHONIA OR • 2SPG332Al2.125- 120- GEB10IS -LP (TWO BALLASTS) . 3 -32W T8 RECESS 82 PROVIDE ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS, ' PROVIDE EARTHQUAKE CLIPS. 2 * LITHONIA OR DUAL -LITE SURELITE LQMSW3 -ELN W /SELF POWERED BATTERY PACK • LED SURFACE 1 • SINGLE FACE EXIT WITH GREEN LETTER EL * . PROVIDE EMERGENCY BATTERY PACK OPTION WHERE INDICATED ON PLANS. INCLUDE ALL RELAY, TEST SWITCH AND (1) LAMP OPERATION. (FULL OUTPUT) . * PROVIDE SELF DIAGNOSTIC TESTING SYSTEM. LJ V/O0 0 FOOD SERVICE — POWER PLAN SCALE: 1/4" = 1' -0" FOOD SERVICE — LIGHTING PLAN SCALE: 1/4" = 1' -0" tI�oos FOOD SERVICE — EQUIPMENT LIST ITEM No. QUANTITY ITEM DESCRIPTION' VOLTS PHASE AMPS KW HP CONNECTION MOUNTING HTS MFG & MODEL 84 1 TABLETOP WARMER 120 1 5.0 NEMA 5 -15R +42" STAR MANUFACTURING INTERNATIONAL RECEIVED CITY OF TUKWILA JAN 0 8 2010 PERMIT CENTER SCHEDULES LIGHTING z a LIGHTING z a 0 0 0 w U w U z ARCHITECT R w 0 z 0 w a 0 U 0 0 w N ISSUED FOR PERMIT ISSUED FOR BID ISSUED FOR PERMIT 0 0 O 1 ra 0 C�2 A �Io C.) a Co N cv H a 0 .. • Hw ,z riT4 0,�Z0 E—. coca xEw U) O E- O U� O w H O Lei LL cn w Z °- O 0 — 2 omm ce a az o z SEPARA PERMIT APPROV REQUIRlitQ 0 0 O o� CD E -1 Cv 7 11 (EMI F0012 I SERVICE Fr � ii (EH) FOOD FREP ( EM) FO4'7 PREP.; t2' -iQ" 1'_IO„ { tn 1 (N) MATER CHILL COI L J /1 .S2 "x2 x1 (" (5Y OTHERS) / t (N) FOOD SERVICE COOLER 15350. FT.x1o14. IN) (2) AA2b •1 i s 5 ---(N) FILL 3N PCOR (N) FILL IN 2008 -- L'� NOTES: 1_ 20 NOT INSTALL FONT STAY ROLLER OPPOSITE OF DOOR SLIDE. THIS PERTAINS TO FOOD SERVICE BOXES ONLY 2 . C.O'DENS 1 NS UNITS TO SE SET LEVEL IN NTH PIfECTIONS. LEAVE CLEARANCE FOR HATER CHILLER COIL AHEN PIPING PEFR I SL=R.AT I Oti COILS. PARTIAL FLOOR PLAN FL UMB I N6 LEGEND PLU"5N6 CALLOUT P..0 5IN5 STU5 -UP s CASE/COIL CONNECTION FLUMS1 NCB %HEI .JLE COIL AASTE STUB-UP. SEE MECHANICAL SHEET FOR 2E T A I L f` O EXACT LOCATION. PLUMS' NS 11 11 11 11 { 1 /2" L OUI0 1 /S' S CTIO EACH SYSTEM (NI) FILL IN DOOR----- (N) CON:E'S [ NS UN I TS / LOCATED ON TGP OF BOX.— I `,*1,e' E, CZWEN:E\LE TAT F O''f _;E: =' cE= -S_."`°. `tAT CN _ N,57AL1 ER RO. O 0_ L-F=CTRICA' CONTRACTOR_ .3 f AY 'N1.7 - CO \NECT TO `CA ". .0.55 E`C err\ . cp e. ',c a.ER6 _ w,E E^Y axG' `45:. TE.`C' Tiv, ' ,i ce.._!. - «exi>ii'K.=. '" RriV€ AND' t A._._E i SY >: =`''S` . 5. "' f'^K i CA' ' G\ T 'CAA,.TC.Z. S F ON ::A 7;ix. 2r -16 a «-,o 17,95 �t OR '.:.OJA! .. t '; FF:R'C : URE FROBE _ GC`s :.J,', x Cx 5 OQ\ CABLE 70 FOR TEMPERATURE . YON: TOR . LEG:.N3 T `>W.ON .r "T-C,7R R —E7R T.:.= RA77:0\ aY5 ' '-M. OV -E"':7 S✓ I 1 LINZ uv7 : RA \S _ ✓'ti 1 rrt CAH OUT L1OU F :NE .AN}. TE L5'7'5'777'4 NO. 10TAL 5Z= FGJJUS T • 1+ AlR MIE .".:Y I LL COI L 7,7.--"NS... N5 UN i Jw -..L, ?NJ t.'-Y1.F.P'444 Eta;, 4 X0XT 'AL.{ 00 • -1 f -•) X 3O 5f ` -23 CAL `om 2:74/-01/1 1 15, 3/25 •:4 COND.:NS R L-01 L NFOK A T (O`tli P1012115-..' v�1 L U . Fr; 1FINS 1 i17Ay'.i rG' fv 0' I v t 1-- 1 ....I✓ LI \_ { r2 J/8' 'EXPANSION. Vr`t .'$ ;1'' N 5/5' 1 /2* a.::✓ DES 15N (.3.0 alt T OW; NOTES .,v ---,a �-- x ) '< : r te " ' I FRONT ELEVATION 50" O 5/S! a SI UEr ELE. /A T I S C A L E . NONE `t FR I 6ERATI GN P[P1 ROOF PIP_ N5 PENET AT I ON AT .Tr FOAM CAULKING 5Y 7, R; .'5 -TT<A T I ON CONTRACTOR . RECEIVED CITY OF TUKWILA JAN 08 full) PERMIT CENTER -:o/ALE CURB UTILITY CA''' SY k.7 i., , f....._._ ;"ENTtRATION AN2 ;R✓ bto-oO , AI f l s�� E t _ +.fit— LA) 4�. ; 1 _i RAT' _ ON SEPARATE EMIT A,D RDvAL REQUIRED 1 CA_ E NONE 1- 0 0 6 t� 1 1 cQi C t-- 1LS 7 Kr LA 0 0 k) #--- 0 (.? < Q--) SCALE: 1 f GJ ii 1 i- O ii 11 /I1 /0'i Kf1 , , c o FRI5EEATION FOOD SERA! I_ GE FE A.4 ROOMS �52 EXAM In y Et NIS II PHOTO 1 P RECEPTION 11=== — OPTICAL KIOSK EE HI] EEO EEEE EEEE INTING 11 7 O OFFICE MEN'S RESTROOM Itz r o 1 FOOD JV 1_ SERVICE WOMEN'S RESTROOM TIRE SALES Elia Ea] EE t i ®) ®1 EEEEEp] EEE FEE EE E nJ '11 li 11 E=EEEp EEEEEE ::::: smuns maa 1111 ■ ■ ■ ■ ■ /i■ ■ar•a=s sunsuniumusammu ■■ ■1111 ■11 ■ii111111ii /i00.0.0r..0i11=11111! iii iiimliiiiniliiliiili 1111 ■l■■ ■Ill ■ ■i •11 11 ■■ ■ ■■11■11■11■11■11 11sii11 ■iRil�lilRSis 1111■11 / /i11 ■/■ ■iii E� TOBACCO SALES EMPLOYEE BREAK ROOM 111101i 11I■■ iiisasi HEARING ICE CREAM SHOP U n EE FEE EE E z E€EE EEEE 1 i 1 1111 HH HH 1111 HH 1 0 1 1 !! 1 COOLER DAIRY COOLER 1 11i / ■11iiiiiii11i11i11l1 FREEZER MEAT COOLER ■ialsal ■■lllsa /■■n = S RECEIVING •11tf��••��MERi�t1 ■ ■ ■ ■i1•1111a11 ■11 ■ ■l ■■iii ■•/ ■ ■ ■ ■ ■ ■■■ ■11■ /■1111 SUB -ZERO SALES , ter =E FREEZER MEAT PREP FFICE EEEEsI -EEE DELI AREA DISH PREP SCRUBBER TORAGE JANITOR RESTROOM H BEI EB H FPI 1 11 1 HH HH HH HH 1111 HH Lil li 1 1 11 1 BEEEE EEE DEL • OOLER O J 0 EE-EEEEEEEzTE ETE E ROTISSERIE s���1 °11ssio ■IMENH / ■/i■■ •■ 11 ■11i /i ■[ ■11■ ■//■/■ HUSSMAN BUILDING _ _ C 1 PRODUCE OOLER CO • AREA • • USDA OFFICE OFFICE • OA=S. - ..Tr.i•.. E NISEI u as u E: a■aaaial•iii11iaimummoi ■ii/itiii■iii■11■ /■■ails BALER /COMPACTOR ROOM i= = = —Ali ANITOR (0 ® ® OVERALL FLOOR PLAN 1 STORAGE WOMEN'S RESTROOM MEN'S RESTROOM SCALE: 1" = 40' -0" FOOD SERVICE EQUIPMENT LIST EQ NO QTY DESCRIPTION SUPPLY/ INSTALL REMARKS 0 C 1 C =1= = = = = P P6700HIP 1 AREA AREA • • USDA OFFICE OFFICE • OA=S. - ..Tr.i•.. E NISEI u as u E: a■aaaial•iii11iaimummoi ■ii/itiii■iii■11■ /■■ails BALER /COMPACTOR ROOM i= = = —Ali ANITOR (0 ® ® OVERALL FLOOR PLAN 1 STORAGE WOMEN'S RESTROOM MEN'S RESTROOM SCALE: 1" = 40' -0" FOOD SERVICE EQUIPMENT LIST EQ NO QTY DESCRIPTION SUPPLY/ INSTALL REMARKS 1 1 INSECT LIGHT SIO MGR COORD ECOLAB INSTALL 2 1 WALL SHELF SOIC 49 3 1 MOP HOLDER SIC WITH 18 GA SST 24 "x3" BRACKETS 4 4 SHELVING PACKAGE SIO SEE SHELF SCHEDULE 5 1 PRE - CHILLER SIV FROM COCA -COLA VENDOR 6 1 WALL SHELVES SOIC 68 1 WATER FILTER SYSTEM r . FROM COCA -COLA VENDOR 69 1 CLEANING SUPPLY PACKAGE SOIV PART OF EQPM# 7 70 2 9 SIV PIZZA PREP TABLE S•IC SELF - CONTAINED WITH SHELF 10 2 MOBILE WORK TABLE SIO 24Lx27Wx25H 11 1 DOUGH PRESS SOIC W/ CORD SET 11A 1 PIZZA PREP WORK TABLE SIO 13 1 PIZZA CUTTING TABLE (POLYTOP) SOIC 1 1� ' •v • -A • • • 84 1 14B 1 MOBILE EQUIPMENT STAND SIO 1 1 1 DO BL ST•CK DC•NV Y0- OV N OIC 17 1 Fl- ' IN UI E- IC 18 1 BACKFLOW PREVENTER SIC 19 1 WORK TABLE SOIC 30 X 60 W/ UNDER -SHELF & CASTERS 19A 1 WORK TABLE (POLYTOP) SOIC 30 X 60 W/ UNDER-SHELF & CASTERS 20 1 WATER BOOSTER PUMP SIO WATER STUB PROV. BY GC 21 2 REACH -IN FREEZER OR COOLER SOIC 22 1 MANIFOLD SIO 23 2 PAPER TOWEL DISPENSER SOIC 24 1 3 COMPARTMENT SINK SOIC WALL FLASHING (SIZED TO SINK) 1 T:-:L &IT - SIB. •I • • 29 3 DOUGH CARTS SIO WITHOUT DOUGH TUBS 1 • ••G ••• • • 38 1 MERCHANDISER DISPLAY 1 SIO 41 2 H SOIL WITH KNEE VALVE CORNER GUARD, EXTEND OVER POLYMER BASE POLYMER BASE INTEGRAL WITH FLOORING, TYPICAL FI� N FL FRPP = FULL HEIGHT 5/8 "GYPSUM FIBER .. .... ... . . PANEL - FULL HEIGHT .............. . . . . . . . . . FRPP EDGE MOLD CONTINUOUS SEALANT,. TYPICAL 3/8° RADIUS: - MINIMUM TYPICAL A O O 0 •0 . . • a • • • • •• • FLOOR ADJOINING MOP SINK SCALE: 1 -1/2" =11-0" 1008 1 42 4 CASH REGISTER PACKAGES SOIV 45 1 YOGURT MACHINE SOIC GC TO INSTALL PLUGS 48 1 SMOOTHIE MACHINE SOIC EXCEPTION: 340D IN NE USA 49 1 REFRIGERATOR - FREEZER SOIC 65 3 PIZZA PAN RACKS SIO 66 1 CO2 TANK AND REGULATOR SIV FROM LOCAL SUPPLIER 67 2 SYRUP RACK PACKAGE SIV FROM COCA -COLA VENDOR 68 1 WATER FILTER SYSTEM SIV FROM COCA -COLA VENDOR 69 1 CLEANING SUPPLY PACKAGE SOIV PART OF EQPM# 7 70 2 CARBONATORS SIV FROM COCA -COLA VENDOR 74 1 REMOTE PRINTER SHELF SIOC 75 1 REMOTE PRINTER PACKAGE SOIV PART OF EQPM# 42 6 1 A aT : 4 ' 1 S • ■ 1 • DRAWINGS ;• 1 1� ' •v • -A • • • 84 1 TABLETOP WARMER SOIC 87 1 WALL FLASHING (SIZED TO SINK) SOIL GC TO ADHERE TO WALL * EQUIPMENT IS EXISTING, UNLESS NOTED OTHERWISE ON PLANS FURNISH & INSTALL NOTES: NOTE 1: OWNER FURNISHED ITEMS TO ARRIVE 21 DAYS PRIOR TO WAREHOUSE OPENING DATE. FOOD SERVICE AREA TO BE TURNED OVER TO OWNER AND FULLY OPERATIONAL 10 DAYS PRIOR TO WAREHOUSE OPENING DATE. FRPP- FULL HEIGHT 5/8" GYPSUM FIBER PANEL FULL HEIGHT FRPP EDGE MOLD . . . . CONTINUOUS SEALANT, TYPICAL CORNER GUARD, EXTEND OVER POLYMER BASE SLOPE CONC 1/2n PER FT, t DRAIN PER PLUMBING CONCRETE SLAB CONTINUOUS #4 BUILT -IN MOP SINK • 9 0 • FIN FL • 0' -0" a POLYMER BASE INTEGRAL WITH FLOORING, TYPICAL #4 VERTICAL - 6" FROM CORNER / WALL, EMBED 4" SCALE: 1 -1/2" = 1' -0" 1008 RESTROOM & KITCHEN HAND WASH SINKS SHALL BE 1 EQUIPPED TO PROVIDE WATER AT A TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDE A FLOW OF WATER FOR AT LEAST 15 SECONDS. It is strongly recommended that hot water for the restroom hand wash sinks be plumbed from the main hot water heater ...instead of using an instant warm type water heater unit under each sink. J APPROVED SUBJECT TO ORDINANCE DEC 16 2009 Public Heal 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. Food equipment that is certified for sanitation by an American National Standards Institute (ANSI) - accredited certification program will comply with the food code equipment & utensil material, construction and design requirements. LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. DRAINBOARDS UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SO /LED AND CLEANE- ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLD /NG ...BEFORE CLEAN /NG AND AFTER SANITIZING. ( BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW !!! (DOWN FROM 45 DEGREES) HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. i PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL STATUES, r REGULATIONS AND ORDINANCES) .. WAREWASHING /DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. A PRE- OPENING INSPECTION BY THE KING COUNTY HEALTH DEPARTMENT IS REQUIRED PRIOR TO OPERATION. APPLICANT PLAN SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. --1 I I L_J EXISTING SODA MACHINES 1 BIB RACK CLOSET 185 FOOD COURT SEATING 435 SQ. FT. 8'-8" ci w 13 TILES @ 2' -0" = 26' -0" w X FOOD PREP 184 L X x FOOD PREP 182 X X FOOD SERVICE 181 X COOLER 183 (SOIC) 10' -0" CEILING 9 TILES @ 4' -0" = 36' -0" FOOD SERVICE REFLECTED CEILING PLAN SCALE: 1/4" = 1' -0" Applicant Copy FOOD SERVICE PLAN N 1' -0" / 4' w w REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2010 City of Tukwila BUILDING DIVISION Comic(' SIM FREEZER EXISTING PIZZA OVEN AND HOOD TO REMAIN 922 SQ. FT. FOOD PREP 182 21 21 c COOLER CORNER GUARD (TYP) / NEW 3' -11" 4 4' -8. i FOOD SERVICE 181 0 RELOCATED LATTE MACHINE 0 1 O 0 O COOLER 183 (SOIC) 12' -10" 51 -3" NOTE: FOR INTERIOR ELEVATIONS, SEE A5.01.1 INFILL DOOR— SCALE: 1/4" = 1' -0" EXISTING TOP OF WALL OPEN TO WAREHOUSE 2X3 WOOD TRIM EXISTING STRONG BACKS 8' -0" AFF TOP OF WALL EXISTING EGRESS DOORS N 1' -0" MIN MOP SINK ALCOVE STORAGE 160 SQ. FT. - 88' -0" U WHOLESALE TUKWILA, WA #006 400 COSTCO DRIVE TUKWILA, WA 98188 x 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 x REVISED HEALTH PERMIT SET TO PUBLIC RESTROOMS o -oo5' 004000000000040000$ 40040400040000000004+ 0040040044004000('0000000000000 00444440404 00$0 4000$ 0404000440000404000$ 44000 $44000$0404040444440404440444 00004 00c 000000 00400 0400000 40400 .000000000000000000000000000 000000000000000000 0 4 4 0 4 41,0 0 044 000$0400400000400404000 (40000000400440000040000044 00000000000000000000000000 044440404444$04$40000 444404444400409444444i� }0$44944440 400400004404440000000000000 044400004004040004400 40 0044040440 400000000000401 0000000000000 4404440$44444$00$ ^ 04440$40040$440)0000000000000 .4.40044$400404000 004Jt'dV4a -T3Wr 444440400040404( 000000 000000 04000400404000 004400444000400 00400004044040044000000000000 000000 0:4:4,4.0.4.4.4440444oP44$ 4040 04444 $440440400000400404$4444004( 00000.0000000 &440044404 0400400000$ 000000040400004400$04400444400 000400004400004404004044404 4000000400(. 000000000 •0000000000000000 40000000000000 ^40,�On$ 0„ 0, 00^ 4, 04 0 0 4, 00, 00 4044�4�4OA04On0n4nOn40000000000000 NEW DIAMOND PLATE, BLEND WITH EXISTING RE -PAINT ENTIRE WALL INFILL DOOR TO 1 MATCH EXISTING NEW CLOSET FOOD SERVICE SIDE SCALE: 1/4" = 1' -0" 40004004004000004004000000 00000000000000000000.00 400000000000000000000000000 0 0 0000444400000400400040000+ 44004044004004404000400400. 0000000000000000000400000 00440404444■00000404004000 0000440040440040044044000+ 04440400404000440040040 4040004444400440000400! 04440004004004000004000 8 04044 44 4 044 4000000000000000 00400000000000000 ( n4.t4r4Rg�4n4r0a0nOnOnMP `On4n0^On4nO4OnO 4 NEW DOOR 0 0 0 0ri 0„0,0,10,0A0,, 0 0 0 0 EXISTING DOOR RECEIVED CITYOFTUKWILA JAN 0 81010 . PERMIT CENTER 1 MITCHELL C. SMITH, ARCHITECT x MulvannyG2 Architecture: M 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 OWNER APPROVAL PERMIT ISSUE 12.03.09 BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 11.24.09 HEALTH PERMIT ISSUE 1 12.14.09 HEALTH PERMIT ISSUE - REVISION AS -BUILT ISSUE 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL, CMP FOOD SERVICE PLANS, ELEVATIONS, AND DETAILS A5.01 93- 0440 -23 PM: GEIR MJELDE DRAWN: JLL, CMP FOOD SERVICE PLANS, ELEVATIONS, AND DETAILS A5.01