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Home My WebLink AboutPermit D07-423 - COSTCO - TENANT IMPROVEMENTCOSTCO 400 COSTCO DR D07 -423 Parcel No.: 2523049063 Address: 400 COSTCO DR TUICW Suite No: Tenant: Name: COSTCO Address: 400 COSTCO DR , TUKWILA WA Value of Construction: Type of Fire Protection: Type of Construction: City_..f Tukwila Owner: Name: SADE PAUL +ELEANOR Address: 585 POINT SAN PEDRO RD , SAN RAFAEL CA 94901 Phone: Contact Person: Name: BILL ZORNES Address: 19430 68 AV S SUITE B , KENT WA 98032 Phone: 253 -872 -7392 Contractor: Name: KEY MECH CO OF WASHINGTON Address: 19430 68 AV S, SUITE B , KENT WA 98032 Phone: 253 -872 -7392 Contractor License No: KEYMEW *240NZ 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 DESCRIPTION OF WORK: ADD NEW PRODUCE COOLER IN EXISTING WAREHOUSE AREA. CONVERT EXISTING PRODUCE COOLER TO DAIRY COOLER. EXPAND POS FREEZER TO DRIVE -IN. EXPAND REFRIGERATION ISLANDS, INSTALL NEW BAKERY CASE AND UPGRADE NECESSARY MECHANICAL SYSTEM. LANDSCAPE IRRIGATION HAS BEEN CAPPED & 3" RPPA IN MECHANICAL ROOM REPLACED AND PASSED THE TEST. $750,000.00 DEVELOPMENT PERMIT Fees Collected: $9,047.29 International Building Code Edition: 2006 Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D07 -423 Issue Date: 04/22/2008 Permit Expires On: 10/19/2008 Expiration Date: 04/01/2009 doc: IBC -10/06 D07 -423 Printed: 04 -22 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City c 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 Number: D07 -423 Issue Date: 04/22/2008 Permit Expires On: 10/19/2008 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 lime: 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 examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance - - . authorized to sign and obtain this development permit. Signature: Date: t r -2 7/" Print Name: doc: IBC -10/06 Date: This permit shall become mill 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. 007 - 423 Printed: 04 -22 -2008 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Tenant: COSTCO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -423 Status: ISSUED Applied Date: 11/15/2007 Issue Date: 04/22/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. doc: Cond -10/06 D07 -423 Printed: 04 -22 -2008 15: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Maintain fire extinguisher coverage throughout. 22: 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) 23: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IF'C 901.4)(Extend sprinkler protection to walk -in freezers /coolers.) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 25: All 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) 26: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D07 -423 Printed: 04 -22 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. 6-62.e,o7 Date: Y -2 - 7- e 7 D07 -423 Printed: 04 -22 -2008 r CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us SITE LOCATION O COO-co Pr' King Co Assessor's Tax No.: 2 --(5. 1 30 WA-7.3 Site Address 1 J � s �' •.. �w t Tenant Name: lt_ Property Owners Name: Cc stc.4 41 I trktot /.. ie . Mailing Address: Y i' ' L4 tc 0I'i ac_ 1_s A_ z`L"~L City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Q 1(1 Z c,r n c,t Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Mailing Address: /9'V A e 4Vc S E -Mail Address: t Z d R o-S i [& i . (' OM GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: k c. y ca.( Cc, D fr tams k'1..114r A Mailing Address: / S 4 /34 / t -1° WPC- :0, 3 •.%ft e K.:ri tea City State Zip Day Telephone: L.42 - P7 2 - 7.3 9 L Fax Number: 2.5.3 -R7 2 7,39S- Expiration Date: D d '? Contact Person: .8 // Zorr+cc E -Mail Address:A7DRpCs I;ft_yld1 .c.r, lep . Conn Contractor Registration Number: (EYmti - 2yoIl/a ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: ins / r4 n n y G) Ar .4; fe.t)L.,r t Mailing Address: I/ r9 /12 i*4 4 vc- SM. Contact Person: R ..ssc./ Pl. H. trza /'c! . E -Mail Address: Mwlvtntii, 6 y.Go•' Company Name: PA A L i , a YA iJ Mailing Address: k31) 1). 2tvu -s /I ors r e-- Contact Person: 13 A( x, RV Al) City ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record S H 'too Kcn�(pt'► City Day Telephone: E -Mail Address: Fax Number: Q:Mpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. b(n - Mechanical Permit No. MO '7 — 1 C Plumbing/Gas Permit No. Public Works Permit No. Project No. } (For office use only) Suite Number: Floor: New Tenant: ❑ Yes [a :. No state Zip Day Telephone: 2 4 ken f 6- City State Z1 Fax Number: 153 • Q ? 2 3 IMO Day Telephone: q 2.5 - `t 1 • Z eck) OA 9Sr0o/ State Zip Fax Number: k Z5• 1 143 • ZL•t 1.4)/}. 95s7 State Zip 206 - ZV/- 2 /Z_ Lob -IV/ - 3/0/ Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ (5 ' ' / -cG, d dd Existing Building Valuation: $ - Scope of Work (please provide detailed information): Aa n c4..J r roc: Lee c oe/@ r 5 ''t a Icfs-74 4 7 W a -"ike..‘-le. 0.-A - e+L, Co. oc r'E- et -64.11 • roh.w.ce_ toe*, +6 A a!t y Cede-r) Er pa Ac/ RAs, Fr-ttse, r 40, W' iuc -='va, f,r .4( `cite r'ef...-( r tr& 2.-2 i de, .eb ; * (/ y1 e-L Q c / y co_ce c � l ►nc.t,1.-0,%, t /S,(CM Will there be new rack storage? 13 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: El Sprinklers ID/ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 2 No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x ll "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1ApplicationsWonns- Applications On Line\3 -2006 - Permit Appliation.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor r Floor S Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ (5 ' ' / -cG, d dd Existing Building Valuation: $ - Scope of Work (please provide detailed information): Aa n c4..J r roc: Lee c oe/@ r 5 ''t a Icfs-74 4 7 W a -"ike..‘-le. 0.-A - e+L, Co. oc r'E- et -64.11 • roh.w.ce_ toe*, +6 A a!t y Cede-r) Er pa Ac/ RAs, Fr-ttse, r 40, W' iuc -='va, f,r .4( `cite r'ef...-( r tr& 2.-2 i de, .eb ; * (/ y1 e-L Q c / y co_ce c � l ►nc.t,1.-0,%, t /S,(CM Will there be new rack storage? 13 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: El Sprinklers ID/ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 2 No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x ll "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1ApplicationsWonns- Applications On Line\3 -2006 - Permit Appliation.doc Revised: 9 -2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct ' Emergency Generator 50+ HP /1,750,000 BTU Repair or Additina,to Heat/Refrlg /Cooling ' Incinerator - Domestic Other Mechanical Equipment System Air Handling Unit <10,000 CFM Incinerator — Comm/md MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: e ' 4'o"', acs t C , 04" L+)e., 1 o vt Mailing Address: 19'1.3O 4t ►R 4 rc. C , S w fir it Contact Person: i t\ Z or,c, E -Mail Address: REOkt3F S 0 $*,Ylc t ":01•1 . CO Contractor Registration Number: K •-Y to i T Na 1,12„. S Valuation of Mechanical work (contractor's bid price): $ I F s7 i �0 0 '0 Scope of Work (please provide detailed information): /9( %c .' Prci s e4dkr ; • : S L, to ak clov, G..4.- C 0 Aikr+ p l^d . e e D Y1d.. i s . , Cade r e. tr r.e he( P Q. C, t r ier r I^�c r e: " t ♦ -v 0 .4ety t sit e.n Use: Residential: New .... ❑ Commercial: New .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q :\Applications\Fomis- Applications On line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh Replacement .... ❑ Replacement .... ❑ A 11' Kt..4 911332 City State Zip Day Telephone: 2 - & Fax Number: Z 5 3 - tt 72- 739T Expiration Date: 0 q /01/2 Oa? v) e LO it V.►, CA t o , et kit( %.t-ir elrteJe 'kite to eee sct ■4 Page 4 of 6 Date Application Accepted: Date Application Expires: Staff Initials: 1 - Is -0 7 S- t s-0 7 ti4 I PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: OWNER OR Aiy fHJR 3ED„p►GENT: Print Name: K t v / Mailing Address: / "f 3 C, l i' 5 w.4 ,(� QM ppliations\Fonns- Applications On Linea -2006 - Permit Applieation.doc Revised: 9-2006 bh Date: //- /3 -0 /`' o� Day Telephone: 25 }2 7J 2 id 3 2- City State Zip Page 6 of 6 Receipt No.: R08 -01269 Payee: KEY MECHANICAL ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 18092 5,484.98 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Parcel No.: 2523049063 Permit Number: D07 -423 Address: 400 COSTCO DR TUKW Status: APPROVED Suite No: Applied Date: 11/15/2007 Applicant: COSTCO Issue Date: Initials: WER Payment Date: 04/22/2008 11:16 AM User ID: 1655 Balance: $0.00 Account Code Current Pmts 5,480.48 4.50 Total: $5,484.98 Payment Amount: $5,484.98 1469 04/22 9710 TOTAL 5484.98 doc: Receipt -06 Printed: 04 -22 -2008 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO Receipt No.: R07 -02521 Initials: WER User ID: 1655 Payee: KEY MECHANICAL 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 TRANSACTION LIST: Type Method Description Amount Payment Check 1973 3,562.31 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 3,562.31 Total: $3,562.31 Permit Number: D07 - 423 Status: PENDING Applied Date: 11/15/2007 Issue Date: Payment Amount: $3,562.31 Payment Date: 11/15/2007 01:52 PM Balance: $5,484.98 5033 11/15 9710 TOTAL 4440.89 doc: Receipt -06 Printed: 11 -15 -2007 Proje : c Os►o v Type of Inspection: �, AA 1 Bt .c IL, v Address: LW) Ovc5 0 Date Called: Special Instructions: Date Wanted: 1 ? I i , co /` a.rl►. p.m. Requester: Phone No: 20& *3/ (o. INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY F TUKWILA BUILDING DIVISION 6300 So hcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Ins ector; pproved per applicable codes. El Corrections required prior to approval. COMMENTS: ID7t , $60.00 IN PE ION FEE ' QUIRED. rior to inspection, fee must be paid a •300 Southcenter Blvd., uite 1 . Call to schedule reinspection. ecei . No.: 'Date: Project: ( 0--s --I T U Type of Inspection: 1' i - ,1, At t P i AANt n/ 6 Address: L AO U 0 6-s1Ati pr Date Called: Special Instructions: Date Wanted: lZ 1 1 l �vv Requester: Phone No: z b -30 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 667 - 42 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '"-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 'Inspector: I r ate: v- 1 0z ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project; r0* o Type of Insp ecti f-+�— Address: l�D �0 Dr Date Called: /1 /y /o Special nstructions: S e+W ei7) 9 0 a' "' - /0:00c4 ✓r► Date Wanted: /.Z- f k k a Reques 5 a D Phone No: ao 6 ( - 3 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - Ff ;-) k Pw F,i, -1 — Fri", / €a Inspector: 17> Date: Iz(S /og 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: INITIAL TEST PASSED al DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT 2.b PSID LEAKED • I • I PSID LEAKED • ' 61 PSID #1 CHECK PSID AIR GAP OK? DID NOT OPEN • FAILED • NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT I . I PSID LEAKED • • • • • • ❑ • • • • • . • CLEANED ■ ❑ REPAIRED • TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED • PSID LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED • FAILED • BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # ' � . r r p� NAME OF PREMISE C 0 t ' 1 _u'_ „ v' i 1 _ Commercial Residential ❑ SERVICE ADDRESS CITY ZIP CONTACT PERSON PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY N LO t 11e4 O i 4 s i dam. j rt I n c r t X - (n Si At WoliK DOWNSTREAM PROCESS ! 1 I1 ' ) aft 0 h I DCVA '1 RPBA ❑ PVBA I . OTHER NEW INSTALL {g EXISTING ! tEPLACEMENT ❑ OLD SER. # PROPER INSTALLATION? YES N NO ❑ MAKE OF ASSEMBLY VJ A'5 MODEL 40 I 01 T SERIAL NO. 1 ill 4 2. 5 SIZE Jost) AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading REMARKS: LINE PRESSURE 4 0` PSI CONFINED SPACE? CERT. NO. Ta3 g7 DATES . I �if 10 L TESTERS NAME PRINTED: ( 1 — e , C 4 s+ t k f k Q; f " TESTERS PHONE # (¢2.5 )75 q-70/ 9 REPAIRED BY: DATE FINAL TEST BY: CERT. NO. DATE TESTERS SIGNATURE: CALIBRATION DATE OIaI L`L/ GAUGE I01:67012Z' MODEL <1145 SERVICE RESTORED? YES r NO u dfA ogf. I certify that this report is accurate, and I have used WAC 246-290 -490 approved test methods and test equipment. Project: Type of In pect Address: 466 (US7 , t-, kaT� Date Catlee !� k ~rot u� n M i 1 <: _-_ Special Instructions: / Date Wanted: ` a,0... Requester: Phone No: /,n(® 5 G = 3 D (°3 Dog - 4 1 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION u¢. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: M1 h r 5e4 ,p ri 0 A 'Inspec(tor: (Date: n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: Spr,'�11lc,c. III dlo /Cvr.o,,, Address: woo c c s tc o Suite #: O' . Contact Person: Special Instructions: Phone No.: Pre -Fire: ` N r J.r? ? T t C P 0 k4 - .A- y 5r,4,e r r; ;sly <d: •Lis' ,sue 2I o Pti rr,-1 7i'.1rl %/ _ _ PST 210 P I it Project: Cos-ftc o Type of Inspection: Spr,'�11lc,c. III dlo /Cvr.o,,, Address: woo c c s tc o Suite #: O' . Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ` Permits: t Occupancy Type : - 4 2 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. In) ector: s W 3 - ) 5 -- 71,/ . 4isti $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Date: y/ 7/ Hrs.: Z.. T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. •° RECEIVED October 17, 2008 City of Tukwila Budding Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Costco Warehouse Expansion Phase II 1160 Saxon Drive Tukwila, WA MTE Project No. T08083 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. 3 Shaun W. S Branch Manag 1. Expansion Anchors OCT 28.2008 C OMMUNITY DEVELOPg 4tNr FINAL LE Permit N Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Cc: Bob Raichle, Engineers Northwest — Christina Puzon, Mulvanny G2 Architects — Bill Zomes, Key Mechanical Co of WA — Todd McLean, J Hughes Construction, Inc. MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: T08083 COSTCO WAREHOUSE EXPANSION PHASE II 1160 Sexton Drive Tukwila, WA PERMIT NO:, ;D07 -423 Page 11 Owner: Key Mechanical Co of WA Architect: Mulvanny G2 Architecture Engineer: Engineers NW Contractor: J. Hughes Construction, Inc. Date: 9 -29 -08 Weather: Clear Inspection: Anchor Bolts Samples: N/A RECEIVED OCT - 7 2008 COMMUNt i Y DEVELoPt -Nf Reviewed by:.I.i� • c INSPECTOR: Jerry Graham Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite and inspected previously installed anchor bolts for food storage racks in the fresh produce cooler. Anchor bolts appear to be properly installed in accordance with approved plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Shaun W. Sevign ranch Manager cc: Bob Raichle, Engineers NW — Christina Puzon, Mulvanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC MENSMEMEEMEMBENtammussm.:=7:=...La .;7 Project Name: Site Address: Client Engineer: Contractor. Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : L Sample Temp. (AS C106) 67 °F [Water /Cement Ratio: [Slump (ASTM C143); FSample(s) Rec'd: 0.399 5'' 07/26/08 Required Strength: (fc) 5000 psi @ 28 days [Placement Location and Notes: Concrete placed in slabs for freezer at southern most freezer location, E- E.5/7 -9. Concrete sampled at 11 of 35 cubic yards placed at E- E.5/7 -7.5. Sample obtained between 6:00- 6:30am. 6 Gallons of water added on site. Date Made Sample # ( 07/25/08 0003 L07/25/08 J ( 07/25/0C1 0003 ( F07/25/08 Remarks: 1 0003 1 0003 52 °F Inside Concrete Corliss 115591 J16500 Initial Storage Temp. (ASTM C31) NR. 7036 I 7037 I 7038 I 7039 CONCRETE LABORATORY TEST REPORT Costco Warehouse Expansion 1160 Saxon Drive Tukwila, WA Key Mechanical Co of WA Engineers Northwest J Hughes Construction, Inc. i • COMPRESSION TEST RESULTS (ASTM C31, C39, C109, C617, C780, C1019, C1231 orAASHTO T22 when applica Lab # Area Strength 9 (psi) Date Tested I 08/01/08 08/22/08 Entrained Air (ASTM C231) I Age 17 J L281 08/22/08 11_4_ jr 4 x 8 Technician(s): Ferrell - Wyman, Tested by: Anderson, J. Phase II RECEIVE° SEP 02 2006 DEV QPI■I FIELD DATA ASTM C31 and C172 NR 4x8 I 08/22/08 II 28 II 4 x 8 Actual Size (in) Load (Ibs) Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 1/2" Fine Aggregate Water Glen 3030 WRA Cement —Type I & II Dia (in) F r 57555 4.00 12.57 j J 73655 i 4.01 7070 [72935J j 4.01 J 1 12.63 I 4.01 J Project No: T08083 Issued on: 08/25/08 Sample Set ID: 17063 Permit # (s): 007 -423 Original: wi Revised: fl 12.63 12.63 Reviewed by: 4580 5780 NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed In accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 1,119.0 800.0 1,244.0 244.0 30.0 2.8 611.0 5830 5600 Shaun W. Sevigny) Branch Manager lbs lbs lbs lbs oz oz lbs Type of Fracture Type 5 j • Type 5 • I Type 5_J " Type 5 • PATE 1050 -1C, Rev 3, 07/19/07 MAYES TESTING ENGINEERS, INC Gentlemen: August-13, 2008 Sincerely, City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Costco Warehouse Expansion Phase II 1160 Saxon Drive Tukwila, WA MTE Project No. T08083 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: 1. Epoxy Grouted Dowels 2. Reinforced Concrete 3: Reinforced Steel Placement 4. Soils Compaction To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. MAYES TESTING ENGINEERS, INC. L) • aun W. exig y EIT Tacoma Branc nager RECEIVE rAUG 18 2008 DEVELOP t Mf T FINAL LETTER Permit No. D07-423 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Cc: Bob Raichle, Engineers Northwest — Christina Puzon, Mulvanny G2 Architects — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J Hughes Construction, Inc. ■I/AYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 10 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T08083 COSTCO WAREHOUSE EXPANSION PHASE II 1160 Sexton Drive Tukwila, WA D07 -423 Key Mechanical Co of WA Mulvanny G2 Architecture Engineers NW J. Hughes Construction, Inc. 8 -7-08 Sunny Expansion Bolts N/A REr AUG I C OMt tl DEVELOP t. "" Lynnwood Office ,20225 Cedar Valley Road rotite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite and inspected expansion anchors for produce racks for new cooler. Upon arrival, determined that bolts had already been installed for racks along north and south sides of cooler. According to approved plans, 4 W long bolts were to be embedded in concrete 3'/z" minimum, leaving 1" of bolt protruding from concrete. Previously installed bolts protruded up to 2'A ". Contractor informed inspector that this would be corrected in 2 — 3 hours. MTE left jobsite. Returned to jobsite and inspected installation of expansion anchors for produce storage racks. Expansion anchors were properly installed in clean holes with 3' /z" minimum embedment. All storage racks were completed, in accordance with approved plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham Reviewed by: Shaun W. Sevigny ., Branch Manager cc: Bob Raichle, Engineers NW — Christina Puzon, Mulvanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID : 0.399 Date Made Sample # 1_07/25/08 11 00031 00031 07/25/08 ( 07/25/08 Remarks: I 0003 1 I 0003 Costco Warehouse Expansion Phase II 1160 Saxori Drive Tukwila, WA Key Mechanical Co of WA Engineers Northwest J Hughes Construction, Inc. 52 °F Inside Concrete Corliss 115591 J16500 Sample Temp. initial Storage Temp. y (ASTM C1 ( (AS C31) I 67 °F NR Placement Location and Notes: 7036 I 7037 1 7038 7039 1 5" 07/26/08 08/01/08 1 08/22/08 I 08/22/08 I 08/22/08 I 17I L28J 28 I28I Technician(s): Ferrell- Wyman, Tested by: Bennington, S. CONCRETE LABORATORY TEST REPORT RECEIVED AUG 1 1 2008 COMMUNITY DEVELOPMENT FIELD DATA ASTM C31 and C172 i Entrained Air (ASTM C231) NR [Water/Cement Ratio: 1 Slump (ASTM C149 ( Sample(s) Rec'd: Concrete placed in slabs for freezer at southern most freezer location, E- E.5/7 -9. Concrete sampled at 11 of 35 cubic yards placed at E- E.5/7 -7.5. Sample obtained between 6:00- 6:30am. 6 Gallons of water added on site. COMPRESSION TEST RESULTS (ASTM C31, C39, C109, C617, C780, C1019, C1231 orAASHTO T22 when applica Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) 4x8 I 4x8 4x8 4x8 Actual 57555 11_4.001 10.00 Project No: T08083 Issued on: 08/05/08 Sample Set ID: 17063 Permit # (s): D07 -423 Original: Revised: D Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 1/2" Fine Aggregate Water Glen 3030 WRA Cement —Type I & II Required Strength: (f c) 5000 psi @ 28 days 0.00 I 0.00 1 12.57 Reviewed by o.00_j 0.00 I 0.00 4580 1 Shaun W. Se 'ig4y IT Branch Manager NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 1,119.0 lbs 800.0 lbs 1,244.0 lbs 244.0 lbs 30.0 oz 2.8 oz 611.0 lbs Type of Fracture I Type 5 NA __j* NA NA MTE 1050 -1C, Rev 3, 07/19/07 I MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: T08083 COSTCO WAREHOUSE EXPANSION PHASE II 1160 Sexton Drive Tukwila, WA PERMIT NO: D07 -423 Page 9 Owner: Key Mechanical Co of WA Architect: Mulvanny G2 Architecture Engineer: Engineers NW Contractor: J. Hughes Construction, Inc. Date: 7 -25 -08 Weather: Indoors Inspection: Reinforcing Steel Samples: (4) 4 x 8" Reviewed b I tNVED itOi NW? A MTE inspector 'arrived onsite and inspected concrete placement of freezer slab /base at southern most freezer location, interior Costco Warehouse, E — E.5/7 — 9. Reinforcing steel previously inspected my MTE on 7- 24 -08. Monitored placement of Corliss Concrete Mix # J16500 into slab listed above. Concrete placed by line pump and manually screeded. Sampled concrete at 11 yards of 35 yards total, which was placed at E — E.5/7 — 7.5. Field test results: 5" slump, 52° ambient air temperature, 67° concrete temperature and cast one set of (4) 4 x 8" cylinders for compressive strength tests. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Ron Ferrell -Wyman Shaun W. Sevi Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 .T., Branch Manager cc: Bob Raichle, Engineers NW — Christina Puzon, Mulvanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: T08083 PROJECT: COSTCO WAREHOUSE EXPANSION PHASE II Address: 1160 Sexton Drive Tukwila, WA PERMIT NO D07 -423 Page 7 RECEIVED Owner: Key Mechanical Co of WA AUG 0 4 7000 Architect: Mulvanny G2 Architecture , Engineer: Engineers NW L- Pfi1 =NT Contractor: J. Hughes Construction, Inc. Date: 7 -24 -08 Weather: Indoors Inspection: Reinforcing Steel Samples: N/A A MTE inspector arrived onsite and inspected new sales freezer reinforcing shown on DWG A2.01 and S1.1. Observed foundation reinforcing steel, slab reinforcing steel and shrinkage joint steel. Conforms to the approved drawing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: INSPECTOR: Tom Watson Shaun W. Sevigny, E.I. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 h Manager cc: Bob Raichle, Engineers NW — Christina Puzon, Mulvanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. Building Department, City of Tukwila MA YES TESTING ENGINEERS, INC. MTE NO: T08083 PROJECT: COSTCO WAREHOUSE EXPANSION PH Address: 1160 Sexton Drive Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: A MTE inspector scheduling error. PRELIMINARY: cc: Key Mechanical Co of WA Mulvanny G2 Architecture Engineers NW J. Hughes Construction, Inc. 7 -22 -08 Overcast Reinforced Concrete N/A II 1 fr arrived onsite for concrete placement. No concrete placed today due to Reviewed by: INSPECTOR: Jonathan Peters Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Shaun W. Sevigny, E.I.T., Branch Manager Bob Raichle, Engineers NW — Christina Puzon, Mulvanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. — Building Department, City of Tukwila MAYES TESTING ENGINEERS, IN ---G VO 5° MTE NO: T08083 0 2 4 4 Di PROJECT: COSTCO WAREHOUSE EXPANSION PI�I Address; 1160 Sexton Drive Tukwila, WA PERMIT NO: D07 -423 Page 5 Owner: Key Mechanical Co of WA Architect: Mulvanny G2 Architecture Engineer: Engineers NW Contractor: J. Hughes Construction, Inc. Date: 7 -21 -08 Weather: Overcast Inspection: Epoxy Samples: N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way - Suite E- 2 .:... Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite and inspected the installation of epoxy grouted rebar for slab dowels along grid lines C — E/ - 9. Holes for #4 rebar were drilled with 5/8" bit and cleaned sufficiently. Epoxy and rebar was installed in accordance with manufactures instructions. Epoxed used was Hilti Hit 150, lot # 371957 and expiration date 01/09. To the best of our knowledge,, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jonathan Peters Reviewed by; Shaun W. Sevigny, E.I.T., Branch Manager cc: Bob Raichle, Engineers NW — Christina Puzon, M vanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. — Building Department, City of Tukwila MA YES TESTING ENGINEERS, INC Project Name ; Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. [initial Storage Temp. (ASTM C1064) (ASTM C31) 56 °F NR LWater /Cement Ratio: [Slump (ASTM C143) 0.283 4.75" Placement Location and Notes: Date Made Sample # [06/18/08 1 0002 I 06/18/08 1 0002 L_06/18/08 J 00021 [0002 06/18/08 Remarks: I 5875 5877 RCostco Warehouse. Expansion Phase II 1160 Saxon Drive Tukwila, WA Key Mechanical Co of WA Engineers Northwest J Hughes Construction, Inc. 42 °F Overcast Concrete Corliss 39912 J1900A4H JUL �O Suite E -2 ' M 25 WA 584.3720 98499 r �t 253 CONCRETE LABORATORY TEST REPOR 253.584.3707 58741 06/25/0811 [07/16/08 1281 58767 07/16/08 L281 07/16/0111 Technician(s): Peters, J. Tested by: Bennington, S. 28 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) 6% Sample(s) Rec'd: 06/19/08 4x8 4x8 4x8 L 4 Actual i 105415 Project No: Issued on: Sample Set ID: Permit #/(s): 007 -423 Original: Revised: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 1/2" Fine Aggregate Water Cement —Type I & II Glenium A/E Admix Required Strength: (fc) 4000 psi @ 28 days Refrigeration trench at first floor gridlines C- D/7 -8. Sampled at approximate gridlines D/7.5 at 7:08 AM. COMPRESSION TEST RESULTS (ASTM C31, C39, C109, C617, C780, C1019, C1231 orAASHTO T22 when applica Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) F 4.01 j L 12.63 [104590 1[4.00 H2.57 L109625J 1 4.00 4.00 I 12.57 1 12.57 ecervEncoma S. Tacoma Wav 8320 NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" T08083 07/21 /08 16804 6760 8720 8390 Weight (per cu.yd) 1,136.0 lbs 657.0 lbs 966.0 lbs 239.0 lbs 846.0 lbs 90.0 oz 4.0 oz Reviewed by: Shaun W. Sev' • IT Branch Manager Type of Fracture Type 5 Type3 I- LType 3 " Type 5 " MTE 1050 - C, Rev 3, 07/19/07 MAYES TESTING ENGINEERS, INC Project Name:` Site Address: Client: Engineer: Contractor: Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 1 1 Placement Location and Notes: Date Made Sample # L06/03/08 L0001 06/03/08 06/03/08 06/03/08 Remarks: 1 0 00 1 0001 I 0001 Costco Warehouse Expansion Phase II 1160 Saxon Drive Tukwila, WA Key Mechanical Co of WA Engineers Northwest J Hughes Construction, Inc. 46 °F Rain Concrete Corliss 112915 J1400A4H Initial Storage Temp. Entrained Air (ASTM C31) � (ASTM C231) 66 °F NR 4.8% [Water /Cement Ratio:1 [Slump (ASTM C143) I Sample(s) Rec'd: 0.349 6" 06/04/08 Trench infill, inside warehouse. 5 gallons of water added on site. A total of 4.5 cubic yards total placed. COMPRESSION TEST RESULTS (ASTM C31, C39, C109, C617, C780, C1019, C1231 orAASHTO T22 when applica Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Area Strength (psi) Type of Fracture 06/10/08 7 L 4 x 8 i 1 70480] 5364 ( 07/01 /08 r28 1 L 4 x 5363 1 5365 I 1 5366 CONCRETE LABORATORY TEST REPORT 1 07/01/08 I 07/01 /08 Technician(s): Graham, J. Tested by: Anderson, J. I 28I L2] FIELD DATA ASTM C31 and C172 4x8 1 4x8 I Actual Project No: T08083 RECEIVED Issued on: 07/07/08 Sample Set ID: 16685 'JUL 1 2008 Permit # (s): 007 -423 D MOP ; N F T Original: J 89075 1 85325 I 93130 I Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 1/2" Fine Aggregate Water Cement —Type I & II Glen 3030 MBAE -90 Required Strength: (fc) 4000 psi @ 28 days 1 4.01 1 4.00 1 4.00 1 4.00 L12.63 12.57 1 12.57 12.57 I Reviewed by: Revised: U 5580 7090 6790 7410 Shaun W. Sevi Branch Manager NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Tacoma 10029 S. Tacoma Wav Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 1,110.0 lbs 667.0 lbs 966.0 lbs 296.0 lbs 848.0 lbs 89.3 oz 4.0 oz I Type 5 • I Type 3 Type 3 • Type 5 • MTE 1050 -1C, Rev 3, 07/19/07 MA / ES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : ostco Warehouse E Tukwila, WA Key Mechanical Co of WA Engineers Northwest J Hughes Construction, Inc. 42 °F Overcast Concrete Corliss 39912 ansion Phase II 0.283 4.75 ". 06/19/08 Placement Location and Notes: FIELD DATA ASTM C31 and C172 RECEIVED fJUL 0 7 2008 COMMUNITY DEVELOPMCNT Actual MixDesign ID : J1900A4H Sample Temp. !Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) ( (ASTM C231) 56 °F NR 6% Water /Cement Ratio:1 Slump (ASTM C143) If Sample(s) Recd: 1 Project No: Issued on: Sample Set ID: Permit # ( Original: Revised: Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 1/2" Fine Aggregate Water Cement -Type I & II Glenium A/E Admix Required Strength: (fc) 4000 psi @ 28 days Tacoma 10029 S. Tacoma Wav Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T08083 06/27/08 1&804 Refrigeration trench at first floor gridlines C- D/7 -8. Sampled at approximate gridlines D/7.5 at 7:08 AM. Weight (per cu.yd) 1,136.0 lbs 657.0 lbs 966.0 lbs 239.0 lbs 846.0 lbs 90.0 oz 4.0 oz COMPRESSION TEST RESULTS (ASTM C31, C39, C109, C617, C780, C1019, C1231 or AASHTO T22 when applica Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) Type of Fracture 06/18/08 _ ( 00021 F5874 I L06/25/08 1 4 x 8 1 55365 I r 4.01 1 1 12.6311: _ 6760 1 Type 5 _ 06/18/0111__ 0002 - [5875 L 07/16/08 28 ] 1 4 x 8 1 [ 0.0011 .00 j r 0.00 - II_ I I NA l' 06/18/08 i 1 00021 r5876 ] 07/16/08 jI 28 I 4 x 8 , L 1 0.00 j1 0.00 I j[ NA j' 06/18/08 1 1 . 0002 1L5877 J 07/16/08 j 28 _IL 4 x 8 ] L _ . L o_oo - I L o L - - - - - - 11 NA ' Remarks: Technician(s): Peters, J. Reviewed by: Tested by: Anderson, J. Shaun W. Se Branch Manager NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" MTE 1050 -1C, Rev 3, 07/19/07 MAYES TESTING; ENGINEERS, INC. ` o Office Road '.� Suite 110 Lynnwood, WA 98036 ph 425.742.9360 MTE NO: T08083 fax 425.745.1737 PROJECT: COSTCO WAREHOUSE EXPANSION PHASE II Tacoma Office Address: 1160 Sexton Drive 10029 S. Tacoma Way Suite E -2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D07 -423 ph 253.584.3720 fax 253.584.3707 Page 4 Owner: Key Mechanical Co of WA Architect: Mulvanny G2 Architecture Engineer: Engineers NW Contractor: J. Hughes Construction, Inc. Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Date: 6 -18-08 Weather: Overcast Inspection: Reinforced Concrete Samples: (4) 4 x 8" A MTE inspector arrived onsite for reinforcement inspection and concrete placement for refrigeration trench at first floor, Grid Lines C- D/7 -8. Reinforcement is placed per Detail 5 on A2.01. Reinforcement was inspected for size, grade, spacing, lap length, cleanliness and clearances. Observed the placement of (7) cubic yards of Corliss Concrete Mix #J1900A4H. Concrete was placed by pump and rubber line and consolidated mechanically. One sample of concrete was taken in middle third of load during placement at approximate Grid Lines D/7.5. Concrete was tested for temperature (56 °F), slump (4 -3/4 ") and air content (6.0 %). One set of (4) 4 x 8" cylinders was cast for compressive strength tests. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Jonathan Peters Reviewed by ��..�. Shaun W. Sevign ., Branch Manager cc: Bob Raichle, Engineers NW — Christina Puzon, Mulvanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC 20225 Cedar valley Rd, Ste 110 Lynnwood, WA 08036 10029 S. Tacoma Way, Ste E -2 Tacoma, WA 98499 7911 NE 33rd Drive, Ste 190 Portland, OR 97211 S pecification Compaction and Material : ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Number of Passes: Method of Adding Moisture: Comments: Material in place upon arrival. 95% Thickness of lift: 10 -12" Soil FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 Project MTE Project # : Permit #: Inspector. MTE Nuclear Gauge ; Page 1 of 1 Costco Warehouse Exp II T08083 Date: 6.17.08 007 -423 Espy Lampkin 17 ❑ In our opinion, fill generally meets specifications as indicated by test numbers: ❑ In our opinion, fill does not meet specifications as indicated by test numbers: d Fill test meets specifications Contractor Advised ❑ Full -time observation 0 Part-time observation Quality Control Sample: Test No.: 2 Dry Densii 121.5 Moisture %: 5.1 MTE Form #113, Rev 5, 3/05 Test # Location Depth or Elevation (feet) Backscatter I Direct Transmission Laboratory Field Soil Type Description Maximum Dry Density OMC y° Wet Density Dry Density Moisture Content Compaction 1 Gridline C to D at 7.5 r SG 124.0 8.6 126.6 120.3 5.2 97 Brown Silty Fine Sand with Gravel 2 Gridline 7 to 8 at C.5 SG 124.0 8.6 127.7 141.5 5.1 98 " MAYES TESTING ENGINEERS, INC 20225 Cedar valley Rd, Ste 110 Lynnwood, WA 08036 10029 S. Tacoma Way, Ste E -2 Tacoma, WA 98499 7911 NE 33rd Drive, Ste 190 Portland, OR 97211 S pecification Compaction and Material : ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Number of Passes: Method of Adding Moisture: Comments: Material in place upon arrival. 95% Thickness of lift: 10 -12" Soil FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 Project MTE Project # : Permit #: Inspector. MTE Nuclear Gauge ; Page 1 of 1 Costco Warehouse Exp II T08083 Date: 6.17.08 007 -423 Espy Lampkin 17 ❑ In our opinion, fill generally meets specifications as indicated by test numbers: ❑ In our opinion, fill does not meet specifications as indicated by test numbers: d Fill test meets specifications Contractor Advised ❑ Full -time observation 0 Part-time observation Quality Control Sample: Test No.: 2 Dry Densii 121.5 Moisture %: 5.1 MTE Form #113, Rev 5, 3/05 MAYES TESTING ENGINEERS, INC. NiiinEMENEMBEllitailiNEEMME w-.7.:=:"1:!:"" MTE NO: PROJECT: Address: PERMIT NO: Page 3 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T08083 COSTCO WAREHOUSE EXPANSION PHASE II 1160 Sexton Drive , Tukwila, WA 007 -423 Key Mechanical Co of WA Mulvanny G2 Architecture Engineers NW J. Hughes Construction, Inc. 6 -17 -08 Inside Soils and Epoxy N/A Reviewed R P !` -EIVED MIN 2 7 20081 (J. LOPMENT A MTE inspector arrived onsite and performed in -place density testing and monitored epoxy dowel installation. Contractor, has placed site native described as brown silty fine sand with gravel in trench that was excavated originally. for installation of pipes for cleanouts that were installed. This soil material was as thick as 10 -12" in spots above pipe. The material already in place upon arrival. t . Inspector performed a total of 2 in -place tests using a nuclear density gauge along with a Proctor value of 124.0 pcf at 8.6% optimum moisture. All tests met minimum compaction rate. Please see attached Field Density Test Report. Contractor this date also installing #4 rebar as dowels for slag reinforcing steel using Hilti HIT HY150 #371957/105100L2 7/2008 expiration. Verified size of bar, hole size and depth along with cleanliness and correct installation according to plan and manufacturer's instruction. A total of (130) holes completed this date. Refer to detail 5 slab repair at trench on A2.D1 gridline between C and D at between 7 and 8. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Espy Lampkin Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way k uite f`2' : - Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 W. Sevig y .I.T., Branch Manager cc: Bob Raichle, Engineers NW — Christina Puzon, Mulvanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. — Building Department, City of Tukwila 1VIAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 1 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T08083 COSTCO WAREHOUSE EXPANSION PHASE II 1160 Sexton Drive Key Mechanical Co of WA Mulvanny G2 Architecture Engineers NW J. Hughes Construction, Inc. 6 -2 -08 Inside Soils and Epoxy (1) Proctor Reviewed b x� -- RECEIVED 'JUN 1 -9i COMMUNITY DEVELOPMENT A MTE inspector arrived onsite to perform in place density testing and to monitor epoxy dowel installation. Contractor has already placed backfill in trench and compacted soil material described as tan silty, fine sand with gravel. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE performed a total of 2 tests using a nuclear density gauge. No proctor data was available at this time. A sample of this material was collected for lab analysis. Contractor installing epoxy dowels as reinforcing for trench. Hilti HY 150, #371957/105111L2 (lot), with an expiration date of 7/2008. Verified size, depth, spacing and cleanliness of holes and corrected installation per plan and manufacturer's instruction. Also verified that correct bar was used for reinforcing. Refer to A2.01, detail 5, for work done this day. Please see attached field density sheet for locations and results. After completion of proctor analysis, all tests met the minimum compaction requirement of 95 %. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Espy Lampkin Shaun W. Sevig , :.I. ., Branch Manager cc: Bob Raichle, Engineers NW — Christina Puzon, Mulvanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. — Building Department, City of Tukwila RECEIVED MAYES TESTING ENGINEERS, INC. JUN 1.9 Zit` COMMUNITY DEVELOPMENT MTE NO: PROJECT: Address: PERMIT N Page 2 T08083 COSTCO WAREHOUSE EXPANSION PHASE II 1160 Sexton Drive A Owner: Key Mechanical Co of WA Architect: Mulvanny G2 Architecture Engineer: Engineers NW Contractor: J. Hughes Construction, Inc. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Date: 6 -3-08 Weather: Rain Inspection: Reinforced Concrete Samples: (4) 4 x 8" A MTE inspector arrived onsite and inspected placement of approximately 4.5 yards of Corliss Concrete Mix #J1900A4H for the trench infill. All reinforcing steel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. To the best of our knowledge, all items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham Reviewed by: it9 (of-Shaun W. Sevigny, E.I.T., Branch Manager cc: Bob Raichle, Engineers NW — Christina Puzon, Mulvanny G2 Architecture — Bill Zornes, Key Mechanical Co of WA — Todd McLean, J. Hughes Construction, Inc. — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC 20225 Cedar Valley Road, Suite 110 Ph 425.742.9360 Lynnwood, WA 98036 Fax 425.745.1737 10029 S. Tacoma Way, Suite E -2 Ph 253.584.3720 Tacoma. WA 98499 Fax 253.584.3707 7911 NE 33 Drive, Suite 190 Ph 503.281.7515 Portland, OR 97211 Fax 503.281.7579 Test # 1 Labora Max Dry Density (PCF) 124. 2 E.8 grid line at 8 D.5 at 8.5 Depth or Elevation (feet) SG SG Backscatter / Direct Transmission 124 OMC % 8.6 8.6 Wet Density (PCF) 132.0 130.8 Dry Density (PCF) 123.9 120.0 field Moisture Content 6.5 9.0 Compaction % .. 100 97 .Soil Type Description Tan silty fine sand with gravel Tan silty fine sand with gravel Specification Compaction and Material : ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: 95% VMC unknown Number of Passes: unknown Thickness of lift: 1' Method of Adding Moisture: unknown Comments: Material in place upon arrival Soil FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 ❑ In our opinion, fill generally meets specifications as indicated by test numbers: ❑ In our opinion, fill does not meet specifications as indicated by test numbers: Fill test meets compaction specifications Contractor Advised ❑ Full -time observation Part-time observation Project No.: Da . 6/2/2008 Pro Costco Warehouse Expansi Inspector: Espy Lampkin MTE Nuclear Gauge No.: Page 1 of 1 17 QC Sample: Test No.: 1 Dry Density: 123.9 Moisture %: 6.5 MTE 1400 -2C, Rev 1, 5/31/07 n m ;4 p-'('z3 ciev"` MAYES TESTING ENGINEERS, INC. MTE NO: T08002 PROJECT: COSTCO BUILDING EXTENSION Address: `' '441 Costco Drive Tukwila, WA 98188 PERMIT NO: Pending !' *• .,r-�- Page 1 Owner: — Architect: — Engineer: — Contractor: John Maria, HM Construction Date: 1-4 -08 Weather: Overcast Inspection: Soils Density and Epoxy Dowels Samples: (1) Proctor 'JAN 2 2 2033 COir /VO N.TY SOP Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived on site performed soils compaction testing on the native brown, fine sand with gravel material. This was done on the equipment service pad on the east side of the optics lab. Upon arrival, the material was already in place and compacted. Compaction was performed using a nuclear density gauge as a preliminary inspection. A sample was obtained on this material for a modified proctor and results for testing will be known when this sample is completed. MTE also witnessed the epoxying of #4 slab dowels into the existing building CMU wall. The embedment was verified to be 6" minimum (referenced from detail A/1772) and approved by the engineer. The holes were cleaned and brushed according to manufacturer's recommendations. The epoxy used was Simpson Set 22 with an expiration date of 10/09. No deficiencies were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed b cc: John Maria, HM Construction — Building Department, City of Tukwila INSPECTOR: Daniel Quehl 3 Shaun W. Sevigny, Branch Manager MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98499 7911 NE 33rd Drive, Suite 190 Portland, OR 97211 Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Specification Compaction and Material : ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: El 95% Number of Passes: Thickness of lift: In Situ Method of Adding Moisture: Comments: Material was already in place and compacted upon arrival. FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 ❑ 12 In our opinion, fill generally meets specifications as indicated by test numbers: In our opinion, fill does not meet specifications as indicated by test numbers Fill test meets specifications Contractor Advised Full -time observation Part-time observation Quality Control Sample: Test No. : Page 1 of 1 Project: Costco Building Extension MTE Project # : T08002 Date: 1/4/08 Permit #: Pending Inspector: MTE Nuclear Gauge #: Daniel Quehl 20 1 Dry Density 128.5 Moisture %: 7.2 23 MTE Form 1113, Rev 5, 3105 Test # Location Equipment service pad on east side of optics lab. Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC h % Wet Density Dry Density Moisture Content % Compaction % 1 Central N side of pad At Grade 135 7.3 137.8 128.7 7.1 95% Brown Fine Sand with Gravel (Native) 2 Central S side of pad 135 7.3 140 130.3 7.4 97% Brown Fine Sand with Gravel (Native) I MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98499 7911 NE 33rd Drive, Suite 190 Portland, OR 97211 Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Specification Compaction and Material : ASTM D 1557 (Modified Proctor) ❑ ASTM D 698 (Standard Proctor) Type and Number of earth moving units: Type and Number of Compaction units: El 95% Number of Passes: Thickness of lift: In Situ Method of Adding Moisture: Comments: Material was already in place and compacted upon arrival. FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 ❑ 12 In our opinion, fill generally meets specifications as indicated by test numbers: In our opinion, fill does not meet specifications as indicated by test numbers Fill test meets specifications Contractor Advised Full -time observation Part-time observation Quality Control Sample: Test No. : Page 1 of 1 Project: Costco Building Extension MTE Project # : T08002 Date: 1/4/08 Permit #: Pending Inspector: MTE Nuclear Gauge #: Daniel Quehl 20 1 Dry Density 128.5 Moisture %: 7.2 23 MTE Form 1113, Rev 5, 3105 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 2 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T08002 COSTCO BUILDING EXTENSION 441 Costco Drive Tukwila, WA 98188 D Pen ReCEAVE FEB 142 DES 0PMENT John Maria, HM Construction 2 -5 -08 Rain Epoxy N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived on site for a special inspection of epoxy placement. Epoxy was placed at west end of existing building for garage door frame and air duct frame. Contractor placed approximately (10) Kwiki -bolt III anchors with 6" embedment and 5/8" diameter holes. MTE observed contractor "blow, brush, blow" and MTE verified the holes were cleaned properly. Simpson Strong Tie epoxy, expiration date 10/09 was used. Epoxy was placed per manufacturer's recommendations. No deficiencies noted. To the best of our knowledge, all items inspected this date are in accordance with approved plans and specifications. cc: John Maria, HM Construction — Building Department, City of Tukwila INSPECTOR: Alex Quiring Reviewed by: J Shaun W. Sevign T., Branch Manager INITIAL TEST PASSED V(, DCVA /RPBA DCVA / RPBA RPBA CA PSID PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT AIR INLET OPENED AT PSID _ LEAKED • I i PSID LEAKED • 1 i C? PSID #1 CHECK r 2PSID DID NOT OPEN • AIR GAP OK? y \tQ, FAILED • NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • 0 • • • • • • • • 0 • • LEAKED • • • • • • • • • CLEANED • • • • REPAIRLD.: • .. TEST AFTER REPAIRS PASSED • FAILED • PSID OPENED AT ' ,.. PSID ASR 1NLVT PSID LEAKED • PSID LEAKED • #1 CHECK PSID CHK VALVE.' PSID ACCOUNT # NAME OF PREMISE SERVICE ADDRESS CONTACT PERSON LOCATION OF ASSEMBLY BACKFLOW PREVENTION ASSEMBLY TEST REPORT FILE COPY 466 CoS3fo 'Dern. SuiJ e 1 C TY Tukwila zip PHONE( ) DOWNSTREAM PROCESS I) 0 11 4 4,S VC 514 DCVA 0 RPBAS PVBA ❑ OTHER NEW INSTALL EXISTING ❑ REPLACEMENT'OLD SER. # PROPER INSTALLATION? YESNO ❑ MAKE OF ASSEMBLY A) A 4t S MODEL I 0) t SERIAL NO. 2 g q 5 ) SIZE 3 ' 0 0 AIR GAP INSPECTION: Required minimum air gap separation provided? REMARKS: 'ESTERS SIGNATURE: W C. to ei r✓ v .. S u >< TESTERS NAME PRINTED: i trc 57Glk I ' EPAIRED BY: FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 0 b /! CI /a7GAUGE #06070f 31 MODEL I certify that this, t 1 y/ used WAC246- 290 -490 approved test methods and test equipment APR 15 7008 TUKWILH PUBLIC ■.(S FAX Commer B IL Yes 0 No ❑ Detector Meter Reading LINE PRESSURE /50 PSI CONFINED SPACE? N CERT. NO. F133 7 ,7 DATE (� �. D J " 2'Q TESTERS PHONE # (e.26)-71 6 L} 045 err i ua APR 112008 PERMIT CENTER DATE REVIEWED FOR CODE COMPLIANCE APPROVED al Pk R PIrr8 2008 SERVICE RESTORED? YES P$ NO ❑ ha SION CORRECTION LTR # ._.1� POI-v-Ltis Series 009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) • Installation • Service • Repair Kits • Maintenance For field testing procedure, send for IS- TK -DL, IS- TK -9A, IS- TK -99E AND IS- TK -99D. For other repair kits and service parts, send for PL -RP -BPD. For technical assistance, contact your local Watts representative. CALIFORNIA PROPOSITION 65 WARNING WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. (California law requires this warning to be given to customers in the State of California.) For more Information: www.watts.com /prop65 IMPORTANT: Inquire with governing authorities for local installation requirements. NOTE For Australia and New Zealand: Pipeline strainers should be installed between the upstream shutoff valve and the inlet of the backflow preventer. Its important that this assembly be tested periodically in com- pliance with local codes, but at least once per year or more as service conditions warrant. If installed on a fire sprinkler sys- tem, all mechanical checks, such as alarm checks and back - flow preventers, should be flow tested and inspected internally in accordance with NFPA 13 and NFPA 25. 3" (80mm) 009NRS RP /IS -009 Limned Warranty: Watts Regulator Company warrants each product to be free from defects in material and workmanship under normal usage for a period of one year from the date of original shipment. In the event of such defects within the warranty period, the Company will, at Its option, replace or recondition the product without charge. This shall constitute the sole and exclusive remedy for breach of warranty, and the Company shall not be responsible for any incidental, special or consequential damages, Including without limitation, lost profits or the cost of repairing or replacing other property which is damaged if this product does not work properly, other costs resulting from labor charges, delays, vandalism, negligence, foul- ing caused by foreign material, damage from adverse water conditions, chemical, or any other circumstances over which the Company has no control. This warranty shall be invalidated by any abuse, misuse, misapplication or Improper installation of the product THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. Any implied warranties that are imposed by law are limited in duration to one year. Some States do not allow limitations on how long an implied warranty lasts, and some States do not allow the exclusion or limitation of incidental or consequential damages. Therefore the above limitations may not apply to you. This Limited Warranty gives you specific legal rights, and you may have other rights that vary from State to State. You should consult applicable state laws to determine your rights. WWATrS® Installation Instructions Indoors - Figure 1 For indoor installations, it is important that the assembly be easily accessible to facilitate testing and servicing. If it is located in a line close to a wall, be sure the test cocks are easily acces- sible. A drain line and air gap (see literature ES- AG/EUTC) should be piped from the relief valve connection as shown, where evidence of discharge will be clearly visible and so that water damage will not occur. Therefore, never install in con- cealed locations. Outside - Figure 2 In an area where freezing conditions do not occur, Series 009 can be installed outside. The most satisfactory installation is above ground and should be installed in this manner whenever possible. In an area where freezing conditions can occur, Series 009 should be installed above ground in an insulated enclosure. Series 009 must be installed in an accessible location to facili- tate testing and servicing. A discharge line should be piped from the air gap at the relief valve connection making sure that there is adequate drainage. Never pipe the discharge line directly into a drainage ditch, sewer or sump. Series 009 should never be installed where any part of the unit could become submerged in standing water. It is generally recommended that backflow preventers never be placed in pits unless absolutely necessary and then only when approved by local codes. In such cases, a modified pit installa- tion is preferred. Parallel - Figure 3 Two or more smaller size assemblies can be piped in parallel (when approved) to serve a large supply pipe main. This type of installa- tion is employed where increased capacity is needed beyond that provided by a single valve and permits testing or servicing of an individual valve without shutting down the complete line. The number of assemblies used in parallel should be deter- mined by the engineer's judgement based on the operating conditions of a specific installation. For parallel valve installations, the total capacity of the assem- blies should equal or exceed that required by the system. Annual inspection of all water system safety and control valves is required and necessary. Regular inspection, testing and cleaning assures maximum life and proper product function. 2 Figure 1 Meter Strainer :y ill_ ilL Main r • D it IIZII • . ter y Figure 2 Figure 3 Fiberglass WattsBox WattsBox 21/2" - 3" (65 -80mm) 009 ko Now available, WattsBox Insulated Enclosures, for more information, send for literature ES -WB. AMA fAt Now available, WattsBox Insulated Enclosures, for more information, send for literature ES -WB. Air Gap 2W -3" (65 -80mm) 009 2' /" - 3" (65 -80mm) 009 Installation Instructions Note: Shutoff Valves: When shutoff valves are removed and reassembly is nec- essary, the shutoff valve with the test cock is to be mounted on the inlet side of the backflow preventer. A. The 009 should always be installed in an accessible location to facilitate testing and servicing (See page 2). Check the state and local codes to ensure that the backflow preventer is installed in compliance, such as the proper height above the ground. B. We recommend a strainer be installed ahead of 009 series assemblies to pro- tect the internal components from unnecessary fouling. Caution: Do not install with strainer when backflow preventer is used on sel- dom -used water lines which are called upon only during emergencies, such as fire sprinkler lines. Start Up :The downstream shutoff should be closed. Open upstream slowly and fill valve. When valve is filled, open the downstream shutoff slowly and fill the water supply system. This is necessary to avoid water hammer or shock damage. C. Water discharge from the relief valve should be vented in accordance with code requirements. The relief valve should never be solidly piped into a drainage ditch, sewer or sump. The discharge should be terminated approximately 12" above the ground or through an air gap piped to a floor drain. NOTE Relief Valve Discharge Rates The installation of an air gap with the drain line terminating above a floor drain will handle any normal discharge or nuisance spitting through the relief valve. However, floor drain size may need to be designed to prevent water damage caused by a catastrophic failure condition. Please refer to Figure No. 1 for maximum relief valve discharge rates, size and capacity of typical floor drains. NOTE Do not reduce the size of the drain line from the air gap fitting. Pipe full line size. D. After initial installation, a discharge from the relief valve opening may occur due to inadequate initial flushing of pipe lines to eliminate dirt and pipe compounds. If flushing will not clear, remove the first check valve and clean thoroughly. NOTE Periodic relief valve discharge may occur on dead end service applica- tions, such as boiler feed lines or cooling tower makeup lines due to fluctuating supply pressure during a static or no flow condition. To avoid this discharge, install a spring - loaded rubber seated check valve ahead of the backflow assembly to "lock -in" the downstream pressure. E. Backflow preventers should never be placed in pits unless absolutely neces- sary and then only when and as approved by local codes. In such cases, pro- vision should be made to always vent above flood level or for a pit drain to ensure an adequate air gap below the relief port. F. It is important that Series 009 backflow preventers be inspected periodically for any discharge from the relief valve which will provide a visual indication of need for cleaning or repair of check valves. Also testing for proper operation of the device should be made periodically in compliance with local codes, but at least once a year or more often, depending upon system conditions. Relief vent will discharge water when, during no -flow periods, (1) the first check valve is fouled or (2) the inlet pressure to the device drops sufficiently due to upstream pressure fluctuations to affect the required operating differen- tial between the inlet pressure and reduced pressure zone. Otherwise, such relief (spitting) can occur when the second check is fouled during emergency backflow or resulting from a water hammer condition. For troubleshooting guide send for S -TSG. NOTE Special considerations are necessary when testing assemblies installed on Fire Prevention Systems. Fire Protection System Installations: The National Fire protection Agency (NFPA) Guidelines require a confirming flow test be conducted whenever a "main line" valve such as the shutoff valves or a backflow assembly have been operated. Certified testers of backflow assemblies must conduct this confirming test. Figure 1 E s E 45 40 35 30 25 20 15 10 5 0 350 300 250 200 150 100 50 0 2" (50 mm) 55 GPM 3" (80 mm) 112 GPM 4" (100 mm) 170 GPM Relief Valve Discharge Rates '/" - 1" (15 -25mm) 009 10 20 30 40 50 60 70 80 90 Zone Pressure psi 100 150 -, - B-3/4 " M2 —X-1" M2 1 11/2" — 3" (32 -80mm) 009 10 20 30 40 50 60 70 80 Zone Pressure psi 90 1' %" —1' " M2—— 2" M2 $ 21/2" — 3 "I TYPICAL FLOW RATES AS SIZED BY FLOOR DRAIN MANUFACTURERS: 5" (125 mm) 350 GPM 6" (150 mm) 450 GPM 8" (200 mm) 760 GPM 100 150 3 For Health Hazard Applications Job Name Job Location Engineer Approval Series 009 Reduced Pressure Zone Assemblies Sizes: 'A" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross connections in piping systems or for con- tainment at the service line entrance. This series features two in -line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy mainte- nance and assembly access Sizes 1/4" - 1' (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4" - 2' (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall con- sist of an internal pressure differential relief valve located in a zone between two positive seating check modules with cap- tured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all intemal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; GSA B64.4. Shall be a Watts Regulator Co. Series 009. Contractor Approval Contractor's P.O. No Representative Test Cock No. 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly R.P. Zone 1/2" 009QT 2" 009M2QTHC Relief Valve Assembly Test Cock No. 4 Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. ES -009 Second Check Module Assembly Water Outlet IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS 9001 C ERTIFIED W WWATFS ® REGULATOR tDoes not indicate approval status. Refer to Page 2 for approved USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.wattsreg.com sizes & models. Canada: 5435 North Service Rd., Burlington, ONT L71_ 5H7 ;wwwwattsanadaa Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Capacity Performance as established by an independent testing laboratory. 1 /4" (8mm) 009QT ' kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP kPa psi 172 25 138 20 103 15 69 10 35 5 0 2.5 AP 0 3 8 9.5 5 1.5 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 ES -009 0403 .25 .60 .75 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm AP 0 10 20 30 40 50 0 38 76 1 4 152 190 5 7.5 10 1.5 2.3 3.0 11/2 (40mm) 009M2QT 3" (10mm) 0090T .25 .50 .75 1.25 1.50 2.5 3.1 gpm .95 1.9 2.9 3 8 4.8 5.7 9.4 11.8 Ipm Ih" (15mm) 009QT * 5 7.5 10 12.5 15 gpm 19 28.5 38 47.5 57 1pm 7.5 15 fps 2.3 4.6 mps 3/4" 009M3QT * ■ ■ ■ ■ ■MI ■ ■ ■M ■NI ■M ■ ■ ■ ■ ■M ■ ■■ ■ ■■ ■ ■MI!■■I■ ■■E■■ ■I■■Mi■ ■ ■■■■Milt■■■■ ■ ■MM■ •11 ■ •■ : ■M■ ■■I!■ ■ ■■ ■ ■IMi ■MIME■■ ' =iiimM■ ■ ■ ■ ■■ ■■■■ NIEMEN 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 0 7.6 23 38 53 68 84 99 114 129 144 160 175 1pm 7.5 15 fps 2.3 4.6 mps 1" (25mm) 009M2QT * 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps 'Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1'/." (32mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 C Watts Regulator Co., 2002 60 70 80 gpm 228 266 304 1pm 15 fps 4.6 mps 0 gpm 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) 009M2QT 20 40 60 76 152 228 5 1.5 25 50 75 05 10- 295 5 1.5 80 100 120 140 160 304 380 456 532 608 7.5 10 15 2.3 3.0 4.6 21/2" (65mm) 009 180 200 gpm 684 760 Ipm fps mps 100 125 150 175 200 225 250 gpm 380 475 570 665 760 885 950 Ipm 7.5 10 15 fps 2.3 3.0 4.6 mps 3" (80mm) 009 * 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps Printed in U.S.A. 0 10 20 30 40 50 60 70 80 90 100 110 12 Capacity Performance as established by an independent testing laboratory. 1 /4" (8mm) 009QT ' kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP kPa psi 172 25 138 20 103 15 69 10 35 5 0 2.5 AP 0 3 8 9.5 5 1.5 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 ES -009 0403 .25 .60 .75 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm AP 0 10 20 30 40 50 0 38 76 1 4 152 190 5 7.5 10 1.5 2.3 3.0 11/2 (40mm) 009M2QT 3" (10mm) 0090T .25 .50 .75 1.25 1.50 2.5 3.1 gpm .95 1.9 2.9 3 8 4.8 5.7 9.4 11.8 Ipm Ih" (15mm) 009QT * 5 7.5 10 12.5 15 gpm 19 28.5 38 47.5 57 1pm 7.5 15 fps 2.3 4.6 mps 3/4" 009M3QT * ■ ■ ■ ■ ■MI ■ ■ ■M ■NI ■M ■ ■ ■ ■ ■M ■ ■■ ■ ■■ ■ ■MI!■■I■ ■■E■■ ■I■■Mi■ ■ ■■■■Milt■■■■ ■ ■MM■ •11 ■ •■ : ■M■ ■■I!■ ■ ■■ ■ ■IMi ■MIME■■ ' =iiimM■ ■ ■ ■ ■■ ■■■■ NIEMEN 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 0 7.6 23 38 53 68 84 99 114 129 144 160 175 1pm 7.5 15 fps 2.3 4.6 mps 1" (25mm) 009M2QT * 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps 'Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1'/." (32mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 C Watts Regulator Co., 2002 60 70 80 gpm 228 266 304 1pm 15 fps 4.6 mps 0 gpm 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) 009M2QT 20 40 60 76 152 228 5 1.5 25 50 75 05 10- 295 5 1.5 80 100 120 140 160 304 380 456 532 608 7.5 10 15 2.3 3.0 4.6 21/2" (65mm) 009 180 200 gpm 684 760 Ipm fps mps 100 125 150 175 200 225 250 gpm 380 475 570 665 760 885 950 Ipm 7.5 10 15 fps 2.3 3.0 4.6 mps 3" (80mm) 009 * 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps Printed in U.S.A. MODEL for 909, and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. fl mm WEIGHT lbs. kgs. 909AG -A 1/4"--1/2"009, '/z 13 2% 60 3'h 79 .625 .28 '/4' 009M2/M3 909AG -C 3 /4"-1' 009/909, 1 25 31/4 83 4% 124 1.50 .68 1' -11/2' 009M2 909AG -F 11/4-2' 009M1, 2 51 4% 111 6'/4 171 3.25 1.47 1'/4 =3' 009/909, 2' 009M2, 4"-6' 993 909AG -K 4 "-6' 909, 3 76 6% 162 9% 243 6.25 2.83 8' -10" 909M1 909AG -M 8' -10' 909 4 102 7% 187 111/4 394 15.50 7.03 909EL -A '/; -'r2' 009, W 009M2/M3 - - - - - - - - 909EL-C W-1' 009/909. - - 2% 60 2% 60 .38 .17 ' 909EL -F 1W-2' 009M1, - - 3s /a 92 3 /e 92 2 .91 11/4'-2" 009/909, 2' 009M2. 4 " -6' 993 ' 909EL -H 2W -3' 009/909 - - - - - - - - Vertical Available Models: '/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3 /4" - 2" (20 - 50mm) only PC - internal Polymer Coating LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 2Yz" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3 /4" - 1" (20 - 25mm) only U - union connections (see ES-U009) Available Models: 2 - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UUFM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT-FDA - FDA epoxy coated quarter -turn ball valve shutoffs LF - without shutoff valves S - cast iron strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: '/4" - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U ('/z" - 2 "(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks Pressure / Temperature Series 009 - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33 °F - 180 °F ( -3 °C - 75 °C). Sizes 2W and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12 bar) and water temperature at 110 °F (43 °C) continuous, 140 °F (60 °C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AWVVA C511 -92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. Approvals ASSE, AMA, CSA, IAPMO Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, AQT, PC, NRS, OSY. UL Classified 3 /4` - 2" (20 - 50mm) (LF models only) 21/2" and 3" (65 and 80mm) with OSY gate valves. °-- A — SIZE (ON) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX.) D in. mm in. L mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT lbs. kg. 1/4 8 10 250 4% 117 3% 86 11/4 32 51/2 140 2 60 21/2 64 5 2 3 /4 10 10 250 4% 117 3 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 1/2 15 10 250 4% 117 3% 86 11/4 32 51/2 140 2 70 21/4 57 5 2 % 20 10% 273 5 127 31/2 89 11/2 38 6% 171 3 81 2 70 6 3 1 25 16% 425 51/2 140 3 76 21/2 64 91/2 241 3% 95 3 76 12 5 11/4 32 17% 441 6 150 31/2 89 21/2 64 11 289 4 113 31/2 89 15 6 11/2 40 17% 454 6 150 31/2 89 21/2 64 11 283 4% 124 4 102 16 7 2 50 21% 543 7% 197 41/2 114 3 83 13 343 5's /is 151 5 127 30 13 MODEL SIZE DN in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT lbs. kgs. 009LF 21/2 65 — — — — 41/2 114 — — 18% 460 — — 10% 270 76 34.5 0090SY 21/2 65 33'/4 845 15% 403 41/2 114 16% 416 181 460 7% 197 10% 270 166 75.3 009NRS 21/2 65 33 845 11 289 41/2 114 16% 416 181 460 73/4 197 10% 270 161 73.0 009QT 21 65 331/4 845 6 152 41/2 114 16% 416 18% 460 73/ 197 10% 270 150 68.0 009LF 3 80 — — — — 41/2 114 — — 18% 460 — — 10% 270 76 34.5 0090SY 3 80 34 870 18 470 41/2 114 16% 422 18% 460 8% 222 10% 270 198 89.8 009NRS 3 80 341/4 870 12 324 41/2 114 16% 422 18% 460 8% 222 10% 270 191 86.6 009QT 3 80 341/4 870 7 178 41/2 114 16% 422 18% 460 8% 222 10% 270 158 71.7 Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC – Fire Hydrant Fittings dimension 'A' = 25' (637mm) 009 � /4M – 2e Dimensions and Weight: 2 and 3" (65 and 80mm) 009 N1 STRAINER SIZE DIMENSIONS (approx.) WEIGHT M N Nit mm in. mm in. mm 10 254 6'/e 165 9 248 28 in. mm 2'/ 65 3 80 10% 257 tClearance for servicing 7 178 10 254 lbs. kgs. 34 12.7 15.4 Watts G -4000 Series QT – Ball Valves Servicing the Relief Valve 'A" - 2" (8 - 50mm) 1. Remove the relief valve cover bolts while holding the cover down. 2. Lift the cover straight off. The stem and diaphragm assem- bly will normally remain with the cover as it is removed. The relief valve spring will be free inside the body at this point. 3. The relief valve seat is located at the bottom of the body bore and can be removed, if necessary, for cleaning. The disc can be cleaned without disassembly of the relief valve module. If it is determined that the relief valve diaphragm and/or disc should be replaced, the relief valve module can be readily disassembled without the use of special tools. Note: the disc rubber is molded into the disc holder and is supplied as a disc holder assembly. 4. To re- assemble the relief valve, press the seat firmly into place in the body, center the spring on the seat, and insert the cover and relief valve module as a unit straight into the bore. Press down on the cover to assure proper alignment. Insert and tighten bolts. Caution: If cover will not press flat against body, stem as- sembly is crooked and damage can result. Re -align stem and cover before bolts are inserted. Test Cock No.2 Test Cock No.3 First Check Module Assembly Relief Valve Assembly Water Outlet V Cover — Cover 0-ring N Stem & Diaphragm Assembly Retainer Diaphragm Seat Seat 0-ring Body Test Cock No.4 Second Check Module Assembly Replacement Parts — '/4" - 2" (8 - 50mm) When ordering, specify Ordering Code, Kit number and Valve Size ' /s" - 1 " (8 - 25mm) ORDERING CODE KIT NO. SIZE Relief Valve Kits: 0887294 0887509 0887002 0887520 0888524 0887015 0887503 0887785 Kit consists of Seat ring and RV spring. Inch mm RK009VT 1/4,%,1/2 8,10,15 RK SS009 VT 'h 15 RK 009M2 VT 4 20 RK SS009M2/M3 VT '/ - 3 /4 8 -20 RK 009M3 VT 3 /4 20 RK 009 VT 3 /4 - 1 20 -25 RK SS009 VT 1 25 RK 009M2 VT 1 25 Seat 0 -ring, Stem & diaphragm assembly, Stem 0 -ring, Cover 0- Relief Valve Rubber Parts Kits: 0887295 RK 009 RV 0887510 RK SS009 RV 0886998 RK 009M2 RV 0887519 RK SS009M2/M3 RV 0888523 RK 009M3 RV 0887181 RK 009 RV 0887529 RK SS009 RV 0887786 RK 009M2 W Kit consists of Diaphragm, Disc assembly, Stem 0- rings, 8, 10,15 'h 15 3 /+ 20 - % 8 - 20 3 /4 20 3/4 1 20 -25 1 25 1 25 Seat 0-ring and Cover 0 -ring. Total Rubber Parts tots: 0887297 RK 009 RT 1/4, 3 /e, 1 8,10,15 0887511 RK SS009 RT '/z 15 0886999 RK 009M2 RT 3 /4 20 0887521 RK 550091412 RT 3 /4 20 0888526 RK 009M3 RT 3 /4 20 0888597 RK SS009M3 RT 1/4 - 3 /4 8 -20 0887182 RK 009 RT 3 44 -1 20 -25 0887530 RK SS009 RT 1 25 0887787 RK 009M2 RT 1 2 Kit consists at Diaphragm, Two discs, Two disc assemblies, Stem 0 -rings, Cover 0- ring, Two seat 0 -rings and RV seat 0 -ring. Cover .: 0887296 RK 009 C 0887500 RK SS009 C 0887004 RK 009M2 C 0887501 RK SS009M2/M3 C 0888525 RK 009M3 C 0887013 RK 009 C 0887502 RK SS009 C 0887788 RK 009M2 C Kit consists of: Cover and Cover 0 -ring. '/4, 3 44,'1 'h 3/ '/ - 3 /4 3 /4 -1 1 1 VA" — 2" (32 — 50mm) ORDERING CODE KIT NO. SIZE 8,10,15 15 20 8 -20 20 20 -25 25 2 Relief Valve Total Kit inch mm 0887307 RK 009M2 VT 11/4 -1' /z 32 -40 0887277 RK 009M1 VT 11/4 - 2 32 -50 0887016 RK 009 VT 1%- 2 32 -50 0887545 RK 009M2 VT 2 50 Kit consists of RV assembly, Seat Seat 0 -ring, Cover 0 -ring, Sensing passage 0 -ring and Upper stem 0 -ring. Relief Valve Rubber Parts Kit 0887306 RK 009M2 RV 11/4 -1'h 32 -40 0887276 RK 009M1 RV 11/4 - 2 32 -50 0887184 RK 009 RV 11/4 - 2 32 -50 0887544 RK 009M2 RV 2 50 Kit consists or Diaphragm, Seat 0 -ring, Cover 0 -ring and Sensing passage 0 -ring. Complete Rubber Parts Kit 0887309 RK 009M2 RT 11/4 -1'/ 32 -40 0887280 RK 009M1 RT 11/4 - 2 32 -50 0887185 RK 009 RT 11/4 - 2 32 -50 0887547 RK 009M2 RT 2 50 Kit consists of Two check assembly 0 -rings, Two disc assemblies, One cover 0 -ring, One RV diaphragm, One RV seat 0 -ring, One sensing passage 0 -ring, One diaphragm plate 0 -ring, One RV lower stem 0 -ring, One RV upper stem 0 -ring, One RV disc assembly and One bleed screw 0 -ring. Cover Kit 0887308 RK 009M2 C 11/4 -1'/z 32 -40 0887278 RK 009M1 C 11/4 - 2 32 -50 0887014 RK 009 C 11/4 - 2 32 -50 0887546 RK 009M2 C 2 5 Kit consists of Cover, Cover 0 -ring, Sensing passage 0 -ring, Bleed screw 0 -ring, Vent hood and Bleed screw. 4 For additional information, contact your local technical sales representative, see back page. Servicing First & Second Check Valves 1/4" - 2" (8 - 50mm) 1. Remove the retainer from the body bore. The check valve modules can now be removed from the valve by hand or with a screwdriver. Note: The seats and springs of the first and second check modules are not interchangeable. The heavier spring and smaller diameter seat belong with the first check module. 2. The check seats are attached to the cage with a bayonet type locking arrangement. Holding the cage in one hand, push the seat inward and rotate clockwise against the cage. The seat, spring cage, spring and disc assembly are now in- dividual components. Note: 3 /4" M2 modules snap apart. 3. The disc assembly may now be cleaned and re- assembled or, depending on its condition, may be discarded and replaced with a new assembly from the repair kit. 0-rings should be cleaned or replaced as necessary and lightly greased with the FDA approved grease. Refer to parts price list, PL -RP -BPD for more information. 4. Re- assemble the check valve modules. Check modules are installed in the valve body with the seat facing the valve inlet. The modules must be securely in place before the retainer can be replaced. On the 3 /4" size retainer may have to be tilt- ed slightly into place. Replace relief valve assembly. CHECK ASSEMBLY 3 /e" M3 CHECK ASSEMBLY Y4" - 3 /4" 0 -ring Check Injection Molded Stainless Steel Cage Acetyl Resin Spring Seal PI 0 •l Seat Disc Spring CHECK ASSEMBLY 1" - 2" (25 — 50mm) Seat Check Cage Relief Valve Module 0 -ring Seal 1st Check Silicone Seal Module Spring Disc Assembly Cover 0-ring �5e g c) 6 ° Retainer Watts reserves the right to change or modify product design, construc- tion, specifications, or materials without prior notice and without incur- ring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Replacement Parts — - 2" (8 - 50mm) When ordering, specify Ordering Code, Kit number and Valve Size. '/4 " -1" (8 -25mm) ORDERING CODE KIT NO, SIZE first Check Kits: 0887291 RK 009 CK1 0887505 RK SS009 CK1 0887000 RK 009M2 CK1 0887515 RK SS009M3 CK1 0888520 RK 009M3 CK1 0887005 RK 009 CK1 0887009 RK 009 CK1SS 0887525 RK SS009 CK1 0887789 RK 009M2 CK1 Kit consists of: Check assembly and Cover 0 -ring. Second Check Kits: 0887292 RK 009 CK2 0887506 RK SS009 CK2 0887001 RK 009M2 CK2 0887516 RK SS009M3 CK2 0888521 RK 009M3 CK2 0887007 RK 009 CK2 0887011 RK 009 CK2SS 0887526 RK SS009 CK2 0887790 RK 009M2 CK2 Kit consists of: Check assembly and Cover 0 -ring. Check Rubber Parts: 0887293 0887003 0888522 0887507 0887517 0888595 0887017 0887527 0887791 0887508 0887518 0888596 0887180 0887528 0887792 Kit consists of: Disc, Cover 0 -ring and Seat 0 -ring. Retainers: 1047053 1047394 1047001 1047001 1047401 RK 009 RC3 RK 009M2 RC3 RK 009M3 RC3 RK SS009 RC1 RK SS009M2 RC1 RK SS009M3 RC1 RK 009 RC1 RK SS009 RC1 RK 009M2 RC1 RK SS009 RC2 RK SS009M2 RC2 RK SS009M3 RC2 RK 009 RC2 RK SS009 RC2 RK 009M2 RC2 Second Check Kit: 0887301 RK 009M2 CK2 0887271 RK 009M1 CK2 0887008 RK 009 CK2 0887012 RK 009 CK2SS 0887273 RK 009 M1 CK2SS 0887541 RK 009M2 CK2 Kit consists of: Second check assembly, Cover 0 -ring inch mm '/4, 8,10,15 '/2 15 1 /4 20 1/4 — 3 /4 8 -20 '/4 20 % —1 20 -25 1/4 —1 20 -25 1 25 1 25 4,%,1/2 8,10,15 '/ 15 3 /4 20 'b —'/4 8,10,15 '/4 15 1/4-1 15 -25 3 /4 —1 15 -25 1 25 1 25 'h, %,1 8,10,15 3 h 20 1 /4 20 '/4 15 1 /4 20 % — 8 -20 3 /4 -1 20 1 25 1 25 1/4 15 3 /4 20 '/4 — 8 -20 1 /4 —1 20 -25 1 25 1 25 99A847 1/4, 3 /4, 1 1 8,10,15 99BA47 M2 -M3 1 /4 20 99FA47 1'/4 — 2 32 -50 99FA47 M1, 2" M2 11/4 — 2 32 -50 99EA47 M2 11/4 —1'h 32-40 1 - 2" (32 - 50mm) ORDERING CODE KIT NO. SIZE first Check Kit inch mm 0887300 RK 009M2 CK1 1Y4 1'h 32 0887270 RK 009M1 CK1 11/4 — 2 32 -50 0887006 RK 009 CK1 1'/4 — 2 32 -50 0887010 RK 009 CK1SS 11 — 2 32 -50 0887272 RK 009M1 CK1SS 1'/4 — 2 32 -50 0887540 RK 009M2 CK1 2 50 Kit consists of: First check assembly, Cover 0 -ring and Sensing passage 0 -ring. 1'/4 - 11/4 32-40 11/4 — 2 32 -50 1y/ -2 32 -50 11/4 — 2 32 -50 1'/4 — 2 32 -50 2 50 and Sensing passage 0 -ring. first Check Rubber Parts Kit: 0887304 RK 009M2 RC1 11/4 —1'%z 32-40 0887274 RK 009M1 RC1 11 — 2 32 -50 0887018 RK 009 RC1 11/4 — 2 32 -50 0887542 RK 009M2 RC1 2 50 Kit consists of: First check assembly 0 -ring, Disc holder assembly, Cover 0 -ring and Sensing passage 0 -ring. Second Check Rubber Parts Kit 0887305 RK 009M2 RC2 1% -1'h 32-40 0887275 RK 009M1 RC2 11/4 — 2 32 -50 0887183 RK 009 RC2 11/4 — 2 32 -50 0887543 RK 009M2 RC2 2 50 Kit consists of: Second check assembly 0 -ring, Disc holder assembly, Cover 0 -ring and Sensing passage 0 -ring. For additional information, contact your local technical sales representative, see back page. 5 Servicing the Relief Valve 2'/2 " -3" (65 -80mm) 1. Remove the four or six relief valve cover bolts while holding the cover down. 2. Lift the cover straight off. The stem and diaphragm assem- bly will normally remain with the cover as it is removed. The relief valve spring will be free inside the body at this point. 3. The relief valve seat is located at the bottom of the body bore, and can be removed, if necessary, for cleaning. The disc can be cleaned without disassembly of the relief valve module. If it is determined that the relief valve diaphragm and/or disc should be replaced, the relief valve module can be readily disassembled without the use of special tools. Note: The disc rubber is molded into the disc holder and is supplied as a disc holder assembly. 4. To reassemble the relief valve, press the seat firmly into place in the body, center the spring on the seat, and insert the cover and relief valve module as a unit straight into the bore. Press down on the cover to assure proper alignment. Insert and tighten bolts. Caution: If cover will not press flat against body, stem assembly is crooked and damage can result. Realign stem and cover before bolts are inserted. NOTE No special tools required to service Series 009 2W' -3" (65 - 80mm). Replacement Parts — 2t/2" - 3" (65 - 80mm) When ordering, specify Ordering Code, KO number and Valve Size. ORDERING CODE KIT NO. SIZE Relief Valve Total Kit inch mm 0887021 RK 009 VT 21/2 - 3 65 -80 Kit consists at Seat, Stem assembly, Spring, Two piston 0 -rings, Flow tube 0 -rings and Cover 0 -ring. Relief Valve Rubber Parts Kit: 0887206 RK 009 RV 21/2 - 3 65 -80 Kit consists of: Diaphragm, Disc, Molded disc assembly, Piston 0 -rings, Stem 0 -ring and Cover 0 -ring. Ball Type Test Cocks Second Check Module Assembly Test Cock No. 2 I First Check Module Assembly Relief Valve Assembly Flow Tube 0 -ring Seat 0-ring Test Cock No. 3 6 For additional information, contact your local technical sales representative, see back page. Water Outlet Diaphragm Stem Assembly Seat Test Cock No. 4 Cover 0 -ring Retainer • Servicing First & Second Check Valves 2 " -3" (65-80mm) 1. Remove the relief valve assembly as outlined on page 5. 2. Remove the retainer from the body bore. The check valve modules can now be removed from the valve by hand or with a screwdriver. Note: The seats and springs of the first and second check modules are not interchangeable. The heavier spring and smaller diameter seat belong with the first check module. 3. The check seats are attached to the cage with a bayonet type locking arrangement. Holding the cage in one hand, push the seat inward and rotate counterclockwise against the cage. The seat, spring cage, spring and disc assembly are now individual components. 4. The disc assembly may now be cleaned and reassembled or, depending on its condition, may be discarded and replaced with a new assembly from the repair kit. 0-rings should be cleaned or replaced as necessary and lightly greased with the FDA approved silicon grease. For more information refer to repair parts price list PL -RP -BPD. Replacement Parts 21/2" - 3" (65 - 80mm) When ordering, specify Ordering Code, Kit number and Valve Size. ORDERING CODE KIT NO. SIZE First Check Kit Inch mm 0887019 RK 009 CK1 2'/z — 3 65 -80 Second Check Kit 0887020 RK 009 CK2 21/2 — 3 65 -80 Kit consists of: Check assembly, Cover 0 - ring and Flow tube 0 - ring. First Check Rubber Parts Kit Cover Kit 0887281 RK 009 RC1 — 3 65 -80 Second Check Rubber Parts Kit 0887205 RK 009 RC2 2'/i — 3 65 -80 Kit consists of: Disc, Seat 0 -ring and Flow tube 0 -ring. Total Rubber Parts: 0887207 RK 009 RT 21/2 — 3 65 -80 Kit consists of: Diaphragm, Two discs, Two molded disc assemblies, Two seat 0 -rings, RV 0 -ring, Two piston 0 -rings, RV stem 0 -ring, Flow tube 0- rings and Cover 0 -ring. 0887282 RK 009 C 2'/e — 3 65 -80 Kit consists of: Cover, Cover 0 -ring and Flow tube 0 -ring. Seat Kit: 0887208 RK 009 S 2'/z — 3 65 -80 Kit consists of: Check seat, Seat 0 -ring and Cover 0 -ring. Seat Check Assemblies 0, 1100 Seat Disc Spring 0 -ring / Assembly \ / 0 Cover 0 -ring Cover ' Retainer Body Retainer Relief Valve 5. Reassemble the check valve modules. Check modules are '�- Assembly e 0V . installed in the valve body with the seat facing the valve inlet. d G't` The modules must be securely in place before the retainer Sec°c P can be replaced. Replace relief valve assembly. Flow gem NOTE: No special tools required to service Series 009 2'W — 3' Tube (65 — 80mm) Cage Seat For additional information, contact your local technical sales representative, see back page. 7 Test Procedures Reduced Pressure Zone Assemblies Reduced Pressure Zone Assemblies must be inspected and test- ed periodically, in accordance with local codes, to ensure proper operation of check valves within the unit. A differential pressure gauge is recommended for Test No. 1 rather than a manometer for the following reasons: It utilizes minimum time to perform the test. It eliminates the necessity of closing the inlet ball valve which could release pipe scale and foreign matter into the backflow preventer. Only a slight amount of water is 'spilled' in test. A mercury manometer could cause a pollution hazard. Test Set Up Reduced Pressure Zone Assembly Close Valves A, B and C on Test Kit. Connect high side hose to test cock #2 Connect low side hose to test cock #3. Close shutoff #2. Open test cocks #2 and #3. Open vent valve C. Open 'high' valve A and bleed to atmosphere until all the air is expelled. Close valve A. Open 'low' valve B and bleed to atmosphere until all air is expelled. Close 'low' valve B. Close 'vent' valve C. Connect vent hose to test cock #4. Test Procedure Reduced Pressure Zone Assembly Field Test Equipment Required Reduced Pressure Zone Backflow Preventer Test Kit Test No. 1 Pub To test Check Valve No. 2 for tightness against reverse flow. Requirements: Valve must be tight against reverse flow under all pressure differentials. Slowly open the 'high' valve A and the 'vent' valve C, and keep the 'low' valve B closed. Open test cock #4. Indicated pressure differential will decrease slightly. If pressure differential continues to decrease (until the vent opens), check valve #2 is reported as 'leaking'. Test No. 2 Purpose: To test shutoff #2 for tightness. Requirements: After passing Test No. 1, continue to Test No. 2 by closing test cock #2. The indicated pressure differential will decrease slightly. If pressure differential continues to decrease (approaching "zero "), shutoff #2 is reported to be "leaking ". Test No. 3 Purpose: To test Check Valve No. 1 for tightness. Requirements: Valve must be tight against reverse flow under all pressure differentials. Close 'high' valve A and open test cock WWATFS® Backflow Prevention Products RP /IS -009 0810 EDP# 1911300 #2. Close test cock #4. Disconnect vent hose at test cock #4. Open valves B and C, bleeding to atmosphere. Then closing valve B restores the system to a normal static condition. Observe the pressure differential gauge. If there is a decrease in the indi- cated value, Check Valve No. 1 is reported as "leaking ". Test No. 4 Purpose: To test operation of pressure differential relief valve. Requirements The pressure differential relief valve must operate to maintain the "zone" between the two check valves at least 2psi less than the supply pressure. Close 'vent' valve C. Open 'high' valve A. Open the 'low' valve B very slowly until the differ- ential gauge needle starts to drop. Hold the valve at this position and observe the gauge reading at the moment the first discharge is noted from the relief valve. Record this as the opening differen- tial pressure of the relief valve. Note: It is important that the differential gauge needle drops slowly. Close test cocks #2 and #3. Use 'vent' hose to relieve pressure from test kit by opening valves A, B and C. Remove all test equipment and open shutoff #2. Test Cock No. 2 Test Cock No. 1 Auxiliary Test Cock Ball Type Test Valves (A) (C) High Hose (Yellow) Low Hose (White or Red) Vent Hose (Blue) Test Cock No. 4 (B) Needle Valve I rig a Aims= 15111 1111070 11I N g l i ' Test Cock No. 3 Caution: To prevent freezing, hold Test Kit vertically to drain differential gauge and hoses prior to placing in case. • 9001 -2000 CERTIFIED USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca ® Watts Regulator Company, 2008 04 -04 -2008 BILL ZORNES 19430 68 AV S SUITE B KENT WA 98032 RE: Permit Application No. D07 -423 400 COSTCO DR TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 11/15/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 05/13/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 05/13/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall it Technician Permit File No. D07 -423 City of Tukwila 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 G Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 14, 2007 Bill Zornes 19430 68 Ave S Suite B Kent WA 98032 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -423 Costco — 400 Costco Dr Dear Mr. Zomes, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Bill Rambo Permit Technician end File No. D07 -423 City of Tukwila Department of Community Development Steve Lancaster, Director P:\Permit Center\Correction Letters\2007\D07 -423 Correction Ltr #1.DOC wet Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 DATE: November 26, 2007 PROJECT: COSTCO Tenant Improvement 400 Costco Drive REVIEW #: 1 PERMIT NO: D07 -423 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. The City has determined that the building at the above address has deficiencies on the domestic water supply and landscape irrigation lines. 1) Domestic Water The existing 6" Reduced Pressure Principle Assembly (RPPA) for in- premise isolation was tested but failed and has not been repaired yet. Please have the backflow repaired, tested by a certified tester and submit required annual passing test report to Public Works as soon as possible. 2) Landscape Irrigation The existing irrigation exempt water meter shall be upgraded with a TRPL register that is compatible to the SENSUS automatic reading system. In order to connect the deduct meter to the permanent meter reading system, connect the two meter boxes using PVC conduit. Please note that a separate letter was mailed to the property owner addressing these issues. (P:Joanna/Comments 1 D07 -423 PW) PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines. and Design and Construction Standards PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY L ACTIVITY NUMBER: D07 -423 DATE: 04 -11 -08 PROJECT NAME: COSTCO SITE ADDRESS: 400 COSTCO DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued I DEPARTMENTS: Building Division ❑ P l i Works 4.1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete ❑ Structural Review Required DUE DATE: 04 -15-08 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 05-13-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: PIi"nhkg Division Permit Coordinator ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -423 DATE: 1 1 -15-07 PROJECT NAME: COSTCO SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Correction Letter # Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: G !2' Bu'�- ing'Division Publi Work b1 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Approved Notation: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS RQUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Fire Prevention Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Approved with Conditions r J DATE: DATE: Planning Division Permit Coordinator DUE DATE: 11 -20 -07 Not Applicable ❑ No further Review Required DUE DATE: 12 -18 -07 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: 1A: 1 — 0 `7 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW15r Staff Initials: P\ Date: 1 ? //_ 0 Project Name: COStCO 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 ❑ Response to Incomplete Letter # Z Response to Correction Letter # 1 Plan Check/Permit Number: D07 -423 Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Revision # after Permit is Issued lre enftb El Revision requested by a City Building Inspector or Plans Examiner C IT►' OP ru APR 11 2008 PERkur cEwrEA Project Address: 400 Costco Dr Contact Person: Bill Zornes Phone Number: 7- S 3 '7Z' 739_— Summary of Revision: 'lam ) 6 ��"�' , 3 P,d 9 Pr�� fio.4! 61()S" k C/ c _471 o � Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision ' Received at the City of Tukwila Permit Center by: " Ai l 1 , r. [k Entered in Permits Plus on O (i. (1 v \appiications\fomu- applications on line\revision submittal 'reated: 8 -13 -2004 License Information License KEYMEW *240NZ Licensee Name KEY MECH CO OF WASHINGTON Licensee Type CONSTRUCTION CONTRACTOR UBI 600196154 Ind. Ins. Account Id Business Type CORPORATION Address 1 19430 68TH AVE S STE B Address 2 City KENT County KING State WA Zip 98032 Phone 2538727392 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 8/9/1976 Expiration Date 4/1/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HEISLER, ROBERT L 01/01/1980 LEONARD, FRANK W 01/01/1980 SANDAHL, LEE F 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date INSURANCE CO OF THE Until https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= KEYMEW *240NZ 04/22/2008 A BD. B.F.F. BLDG. BLK. BLK'G. BM. BOT. BTWN. CB C.G. C.I. C.I.P. C.L. CLR. CLG. CMU COL. CONC. DIM. DTL. D.F. D.S. DWG. EA. E.F.S. E.I.F.S. ® m rasa ® 11111111 ® ® ® ® 1111111111111121=a1111111 IOW momnararseemm MEI SIM =I MI .. 11011 FOR ADDITIONAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES CONT. CONTINUOUS CONSTR. CONSTRUCTION CONTR. CONTRACTOR C.T. CERAMIC TILE DBL DOUBLE -- rncr ACOUS. ACOUSTICAL ADJ ADJUSTABLE, ADJACENT A.F.F. ABOVE FINISHED FLOOR (SLAB) ALUM ALUMINUM ANOD. ANODIZED APPROX. APPROXIMATE BOARD BELOW FINISHED FLOOR (SLAB) BUILDING BLOCK BLOCKING BEAM BOTTOM BETWEEN CATCH BASIN CORNER GUARD CAST IRON CAST IN PLACE CENTER LINE CLEAR CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE DIMENSION DETAIL DRINKING FOUNTAIN DOWNSPOUT DRAWING EACH EXTERIOR FINISH SYSTEM EXTERIOR INSULATION AND FINISH SYSTEM WHOLESALE 1160 SAXON DRIVE, TUKWILA, WA 98188 PRODUCE, DAIRY, POS REFRIGERATION ISLANDS REMODEL Cow = .r.� (EXISTING) AREA OF WORK THIS PERMIT ELEV. ELEC. ENCL. EQ. EXH. EXIST. EXP. EXT. F.D. FDN. FF FHS FL. F.I.O. FIN. F.R.P.P. PANEL(S) FRT. FTG. GA. GALV. G.C. GWB H.B. H.C. H.M. HORIZ. H.P. HT. HTR. HVAC IBC INSUL. INT. JT. /JTS. AREA OF WORK I TIT ®0® VIII -L4 EXISTING SITE PLAN •• SCALE: NOT TO SCALE ELEVATION ELECTRICAL ENCLOSURE EQUAL EXHAUST EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FACTORY FINISH FLAT HEAD SCREW FLOOR FURNISHED AND INSTALLED BY OWNER FINISH FIBER REINFORCED PLASTIC FIRE RETARDANT TREATED FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUM WALLBOARD, GYPSUM BOARD HOSE BIBB HANDICAPPED HOLLOW METAL HORIZONTAL HIGH POINT HEIGHT HEATER HEATING, VENTILATION, AND AIR CONDITIONING INTERNATIONAL BUILDING CODE INSULATION INTERIOR JOINT, JOINTS L. LAM. L.F. LIQ. L,P. LT.WT. MAS. MAX. M.B.S. MECH. MFG. MFR. M.H. MIN. M.I.P. MISC. M.O. M.R. MULL MTD. MTG. MTL. N.I.C. NOM. N.T.S. O.A. O.D. O.H. OP'G OPP. PTN. PERP. PL. PLAS.LAM. PLYWD. PLBG. PNL. LONG, LENGTH LAMINATE, LAMINATED LINEAR FOOT, LINEAL FOOT LIQUID LOW POINT LIGHT WEIGHT MASONRY MAXIMUM METAL BUILDING SUPPLIER MECHANICAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM METAL INSULATTED PANEL MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MULLION MOUNTED MOUNTING METAL NOT IN CONTRACT NOMINAL NOT TO SCALE OVERALL ON CENTER OVERFLOW DRAIN OVERHEAD OPENING OPPOSITE PARTITION PERPENDICULAR PLATE, PROPERTY LINE PLASTIC LAMINATE PLYWOOD PLUMBING PANEL, PANELING PR. PROJ. PRV P.T. Q.T. QTR. R R.C. R.C.P. R.D. T T.O.J. T.O.M. T.O.P. TREAD, TOP TOP OF JOIST TOP OF MASONRY TOP OF PARAPET ARCHITECTURAL ABBREVIATIONS PAIR PROJECT PRESSURE REDUCING VALVE PRESSURE TREATED QUARRY TILE QUARTER RADIUS REFRIGERATION CONTRACTOR REFLECTED CEILING PLAN ROOF DRAIN R.L. RAIN LEADER REC'D. RECEIVED REFRIG. REFRIGERATION REINF. REINFORCING REQ'D. REQUIRED R.O. ROUGH OPENING SCHED. SCHEDULE S.C. SOLID CORE SHT. SHEET SIM. SIMILAR S.I.O. SUPPLIED AND INSTALLED BY OWNER S.I.V. SUPPLIED AND INSTALLED BY VENDOR S.O.I.C. SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SQ. SQUARE S.S. SERVICE SINK, SANITARY SEWER SST STAINLESS STEEL STD. STANDARD STL. STEEL STRUCT. STRUCTURE, STRUCTURAL SUSP. SUSPENDED SYS. SYSTEM T.O.S. T.O.W. T &B TEL. TEMP. TYP. UTIL. U.B.C. U.N.O. V.C.T. VERT. V.I.F. W/ W/O WD. WDW. WHS. W.P. W.R. WT. W.W.F. Y.D. OWNER ARCHITECT TOP OF STEEL TOP OF WALL TOP AND BOTTOM TELEPHONE TEMPERED GLASS TYPICAL UTILITY UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD WINDOW WELDED HEAD STUD WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE FABRIC YARD DRAIN PROJECT DIRECTORY STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER REFRIGERATION DETAIL VICINITY MAP SYMBOLS COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 t: 425.313.8100 ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEATTLE, WA 98115 t: 206.525.7560 f: 206.522.6698 T.E., INC. 830 N. RIVERSIDE DRIVE SUITE 200 RENTON, WA 98055 t: 206.241.2012 f: 206.241.3101 T.E., INC. 830 N. RIVERSIDE DRIVE SUITE 200 RENTON, WA 98055 t: 206.241.2012 f: 206.241.3101 DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT SHEET WHERE DRAWN WALL SECTION DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT SHEET WHERE DRAWN BUILDING SECTION DETAIL IDENTIFICATION SHEET WHERE DRAWN EXTERIOR ELEVATION DETAIL IDENTIFICATION SHEET WHERE DRAWN INTERIOR ELEVATION -..----/ IDENTIFICATION A► 6 MULVANNYG2 ARCHITECTURE 1110 112TH AVE NE SUITE 500 BELLEVUE, WA 98004 t: 425.463.2000 f: 425.463.2002 PROJECT MANAGER: CHRISTINA PUZON TYLER/DIEHL REFRIGERATION 3775 N. 36TH AVE PHOENIX, AZ 85019 t 602.272.2659 SHEET WHERE DRAWN TUKWILA PKWY S. 1 80TH NORTH ARROW REVISION CLOUD AND DELTA PROJECT NORTH INDICATOR TRUE NORTH INDICATOR DOOR MARK DOOR CODE - REFER TO SCHEDULE WINDOW, RELITE OR LOUVER MARK WINDOW NUMBER - REFER TO SCHEDULE EQUIPMENT MARK EQUIPMENT NUMBER - REFER TO SCHEDULE ROOM MARK ROOM —ROOM NAME 1 100 -I--- -ROOM NUMBER COLUMN GRIDS Comma SAXON DR. WORK, CONTROL OR DATUM POINT 50' -0" A.F.F. SLOPE DIRECTION WITH DATUM MARK SLOPE DOWN 1/8" PER FOOT SPRINKLER MAIN PROPERTY LINE INIIIIIII Isd IA — - - sim FENCE x x BREAKLINE PROJECT GENERAL NOTES I DRAWING INDEX THESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30 "x42 ". CONSULT DRAWINGS OTHER THAN ARCHITECTURAL FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. FIELD VERIFICATION AND COORDINATION: 1. SURVEY DIMENSIONS: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. 2. EXISTING UTILITY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITY. 3. THE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. DIMENSIONS: 1. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 2. DIMENSIONS ARE TO THE: - CENTERLINE OF COLUMNS OR GRID - CENTERLINE OF OPENINGS - FACE OF STUDS - FACE OF CONCRETE OR MASONRY (NOMINAL) 3. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 6" FROM THE FACE OF INTERSECTING WALL TO EDGE OF DOOR OPENING. 4. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, AND TRIM. 5. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB UNLESS NOTED OTHERWISE. 6. ROUGH IN DIMENSIONS: VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. GENERAL REQUIREMENTS: 1. VERTICAL CLEARANCES: PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. ARCHITECTURAL SYMBOLS s ITEM S.I.O OR N.I.C. r L ITEM S.O.I.0 OR S.I.C. NEW CONSTRUCTION - SHOWN SOLID EXISTING CONSTRUCTION TO REMAIN - SHOWN LIGHT BACKGROUND I EXISTING CONSTRUCTION TO BE REMOVED - SHOWN DASHED = F I I ' I�— ' 6EFARATE PERMIT REQUIRED FOR: Mechanical i , Electrical Wi Itamhing K Gas Piping City of Tukwila &ri;..WINJG DIVISION REVISIONS fC chances shall be rnarie to the. Senp/4 .)f'vork without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submittal and may include additional plan revi fees j MATERIALS IIIIIII. MN l ∎I ACOUSTICAL TILE ALUMINUM BATT INSULATION CMU OR BRICK CONCRETE EARTH E.I.F.S. FINISHED WOOD GRAVEL GYPSUM BOARD PLYWOOD RIGID INSULATION SOUND INSULATION STEEL WOOD BLOCKING WOOD MEMBER TS1.01 TITLE SHEET ARCHITECTURAL 01.01 DEMOLITION / OPERATION PLAN A1.01 FLOOR PLAN A2.01 ELEVATIONS AND DETAILS STRUCTURAL S1.1 FOUNDATION PLAN MECHANICAL M -1 PARTIAL FLOOR PLAN, WASTE & VENT, DEMO, LEGENDS, SCHEDULES, DETAILS, NOTES ELECTRICAL E -1 PARTIAL FLOOR & MEZZ PLAN, LIGHTING AND PANEL SCHEDULES, LEGENDS, DETAILS, NOTES REFRIGERATION R -1 R -2 R -3 R-4 R-5 R-6 R -7 R -7B PROJECT DESCRIPTION THIS PROJECT IS A TENANT IMPROVEMENT TO EXISTING GROCERY SALES. EXISTING BUILDING: ADD NEW PRODUCE COOLER IN EXISTING FOOD FACTORY AREA, CONVERT EXISTING PRODUCE COOLER TO DAIRY COOLER, EXPAND P.O.S. FREEZER TO DRIVE -IN, EXPAND THE REFRIGERATION ISLANDS, INSTALL A NEW BAKERY CASE, AND UPGRADE THE NECESSARY MECHANICAL SYSTEM. c rol l la p pt_ f i c) N NRceli otApftem REFLECTED CEILING • PARTIAL FLOOR PLAN ELECTRICAL PLAN REFRIGERATION SCHEDULE PLUMBING PLAN LIQUID LINE PLAN SUCTION LINE PLAN DETAILS DETAILS SCOPE OF WORK \\ \ t aaa SUSPENDED CEILING GRID SYSTEM W/ LAY IN PANELS - 4' X 2' U.N.O. SHADED AREA DENOTES METAL SECURITY DECK ABOVE SPRINKLER DROP DROP CORD (SEE ELEC.) AIR HOSE WATER DROP EXHAUST VENT OR RETURN AIR GRILLE HVAC DIFFUSER FLUORESCENT LIGHTING FIXTURE FLUORESCENT LIGHTING FIXTURE 0 INCANDESCENT OR H.I.D. LIGHTING FIXTURES FILE C Permit No. Plar review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and Itldions is acknowledged: By Date City of Tukwila BUILDING DIVISION WALL TYPES CMU DO1'-I23 3 5/8" METAL STUDS (U.N.O.) @ 16" O.C. W/ GWB- PAINTED EACH FACE U.N.O. PER SCHEDULE 3 5/8" METAL STUDS @ 16" O.C. W/ SOUND INSULATION BATT. & FINISH PER SCHEDULE I = FREEZER / COOLER WALLS (S.I.0.) RECEIVES` NOV 15 7007 PERMIT CENTEh t. 1 #6 TUKWILA, WA 1160 SAXON DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET RUSSELL H. HAZZARD, ARCHITECT e MulvannyG2 AscMs lure: M rights reserved. No: part of this dodmrent may be reproduced in any foal or by any means without permission in wilting from MulvannyG2 Architecture. DESCRIPTION ISSUE FOR PERMIT 93- 0440 -21 PM: CHRISTINA PUZON DRAWN: CP TITLE SHEET TSI.O1 1111111111111111.111111111111111111M1111111111111111 IMINIMMIll IEIIIIIIIIIIIUIIIIIIIIIIIIIIIIMII ----- 1 iiiiii11.11111111111111.11" gniiiMilliMillaillilliin. EXIST. TRANSFORMER TRANSFORMER FIRE PROTECTION STAND PIPES FIRE HYDRANT GAS VALVE ELECT. 0 C C - r '17 9 0 0 0 0 0 0 0 0 0 0 a o WATER VALVE WATER METER COMPACTOR (2) EX.ST. CONTRO EXIST. RECEPTION ER CTOR ( I J HH - r I - 1 1 BEVERAE ROOM 11 (Th 11 (Th EXIST. JEWELRY CASE T _1101101M 111 •1111111=1111 EXIST. tORRIDOR EXIST. PHOTO 0 LH 2 3 141 Ell 6 8 EX ST. PR NTING 1L n 1 DEMOLITION KEY NOTES CONTRACTOR TO RELOCATE EXISTING PRODUCE MERCHANDISER CASES. COORDINATE WITH STORE MANAGER. OWNER TO REMOVE FLOOR PALLETS DISPLAY SAWCUT/ REMOVE CONCRETE SLAB AND SUBGRADE FOR UNDERGROUND PIPING WORK. SEE OPERATION NOTE #4. CONTRACTOR TO REMOVE BOLLARDS. SEE SLAB REPAIR DETAIL. REMOVE ISLAND CASES. SEE OPERATION NOTE #4 REMOVE EXISTING BAKERY CASE. CONTRACTOR TO SAWCUT AND REMOVE CONCRETE SLAB AND SUBGRADE FOR NEW FREEZER PIT CONSTRUCTION. SEE OPERATION NOTE #3. COORDINATE WITH STORE MANAGER PRIOR TO DEMOLITION. CONTRACTOR TO RELOCATE GAS LINE PRIOR TO NEW PRODUCE COOLER CONSTRUCTION. SEE SHEET M-1. - EXIST. JUICE / WATER SODA & TEA BOTTLING AREA C EXIST. IvIEMBERSHI COUNTER r n 1 EXIST. SUPPLY AREA - T_ ij— EXIST. ENTRENCE EXIST. EXIT 111 CHEMEIB4449441:4M" EXISTING CANOPY GENERAL DEMOLITION NOTES: A. BEFORE SUBMITTING BID PROPOSAL, GENERAL CONTRACTOR TO VISIT THE SITE OF THE WORK, AND FULLY INFORM HIMSELF OF EXISTING CONDITIONS AND LIMITATIONS. B. GENERAL CONTRACTOR TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB AND CURB, REBAR, ETC. ASSOCIATED WITH THE DEMOLITION OF AREAS SHOWN. CAP ALL UTILITIES AND DRAIN LINES BELOW FLOOR AS REQUIRED. MAKE PROVISIONS FOR TEMPORARY UTILITY CONNECTIONS AS NECESSARY. PATCH ALL FLOORS TO MATCH EXISTING C. THE CONTRACTOR WILL MAKE HIMSELF FAMILIAR WITH TEMPORARY PARTITION REQUIREMENTS AS SPECIFIED. C. ALL EQUIPMENT TO REMAIN THE PROPERTY OF COSTCO WHOLESALE. ALL EQUIPMENT THE OWNER DOES NOT WANT SHALL BECOME THE PROPERTY OF THE GENERAL CONTRACTOR. D. PROVIDE / MAINTAIN EGRESS PATHS THROUGHOUT DEMOLITION, INCLUDING, BUT NOT UMITED TO, LIGHTING, EXIT SIGNS AND SPRINKLERS. E. ALL AREAS SHOW ON DRAWINGS INDICATING DEMOLITION WORK, GENERAL CONTRACTOR WILL INCLUDE ALL DISCIPLINES, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL AND FIRE SPRINKLER. ELECTRICAL DEMOLITION NOTES: A. REMOVE ALL CIRCUITS, PANELS AND ELECTRICAL EQUIPMENT NOT IDENTIFIED AS BEING RE-USED. SEE SECTION 16020 IN PROJECT MANUAL AND ELECTRICAL DRAWINGS FOR COMPLETE SCOPE. MECHANICAL AND PLUMBING DEMOLITION NOTES: A. REMOVE ALL PLUMBING FIXTURES AND LINES RUNNING TO AND FROM THEM. PATCH ANY HOLES IN THE FLOOR TO MATCH ADJACENT AREAS. TERMINATE AND REMOVE ANY INACTIVE LINES. SECURITY AND PHONE SYSTEMS DEMOLITION NOTES: A. REMOVE ALL WIRING, ACCESSORIES AND EQUIPMENT FOR EXISTING PHONE SYSTEM IN AREA OF WORK. PROVIDE CONSTANT SECURITY SYSTEM COVERAGE. COORDINATE WORK WITH OWNER'S PHONE SYSTEM INSTALLER. 11 11 11 II 11 11 11 11 11 11 EXIST. POTATO CHIP AREA SCALE: 1/16" = TELEPHONE BATTERY CLOSET CHARGER U 7.7 DEMOLITION / OP EXIST. SODA ALCOVE EXIST. TOFO'ILLA & POTATO CHIP AREA EXIST. MAINTENANCE 14 11 010■1 0 EXIST. QUALITY CONTROL! HEALTH RATION PLAN OPERATION NOTE FOR BAKERY: 1. BAKERY CAKE CASE REPLACEMENT SHALL PROCEED DURING OFF BUSINESS HOURS. AND SHALL BE SUBSTANTIALLY COMPLETE FOR STORE BUSINESS THE NEXT DAY. OORS q1XIST. WOLER 21 POORS 21 bOORS II EXIST. TRANS. 5REEZER 21 fiNDORS TEL. n =elp-V10.2.^..14.--tscsa •=. sow EXIST. BAKERY 7 A. tim :ft r. V TREATMENT r imo••••••—••••••••••••••••••___ R MIMS Mr_411,1M- E C R 0 tT. MR OM B I ......,„, .......■lw" ii 4. MIN. (2) ISLAND CASES SHALL REMAIN OPERATIONAL FOR 1 I l i STORE BUSINESS. I i'll EXIST. riF 1 x_ I : 1 . il .e 1 SLICING DELI ir .L ..,..____ 4,,r_j _J 1 . = T. — „ 1 1 ..i• —...,;i I !I NI BREAD 'ZEA I T 1 EA3 EXIST, USDA— OFFICE ) 1 ! ,'-EXIST. WATER AIR LIN.E1 =MEM - 17 7 7 I_ -1! -1- L L I LEXIST. GAS LINE EXIST. OFFICE J I I EXIST, , LU X LI- I-Li 0 r Zo: j EXIST. ICE II CREAM SHOPIL If I 11 15' 11 w 1-0 o to Er co L T rLI EXIST. ROTISSERIE CHICKEN III EXIST, I III BAKER'kE] III COOL 11 EXIST. 1 10 EXIST. ROOM EXIST ELE EXIST. MEAT COOLEF-; EXIST. BAKERY FREEZER EXIST. PRODUCE COOLER El L?1 IF OPERATION NOTE FOR SALES FREEZER 3. SALES FREEZER SHALL REMAIN OPERATIONAL UNTIL NEW ISLAND CASES SUBSTANTIAL COMPLETION EXIST. MEAT PREP. OPERATION NOTE FOR ISLAND CASES. EXIST if DEMO JANITOR TRANS. I I I 'T T J[ EXIST. TIRE SALES EXIST. EMPLOYEE BREAKROOM EXIST. II T OPERATION NOTE FOR EXISTING PRODUCE COOLER: 2. EXISTING PRODUCE COOLER SHALL REMAIN OPERATIONAL UNTIL NEW PRODUCE COOLER SUBSTANTIAL COMPLETION. SEE SHEET A1.01 AND REFIGERATION PLANS FOR CONVERTING TO DAIRY COOLER EXIST. RECEIVING EXIST. R.T.V. EXIST. SCRUBBER STOW EX ES JAN. EXIST. OFFICE EXIST. R.R. EXIST. MECHANICAL C ' --X ----X X -?..f -Yr To I EM CHILLER EXISTING HUSSMAN BLDG 0 Ii x , ; COD E E COMPLIANCE " City Of Tukwila BUiL IOTJ „../— EXIST. BAILER & COMPACTOR RECEIVE( NOV 1 5 2001 PERMIT CENTEE Cosmo DATE 11.02.07 WHOLESALE #6 TUKWILA, WA 1160 SAXON DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA I 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET RUSSELL H. HAZZARD, ARCHITECT RUSSELL .9. STATE OF WA * MuivannyG2 Architecture: M rights reserved. No part of this document may be reproduced in any form or by any means without permission In writing from MulvamyG2 Architecture. DESCRIPTION ISSUE FOR PERMIT 93-0440-21 PM: CHRISTINA PUZON DRAWN: CMP, JLL DEMOLITION / OPERATION PLAN G1.01 IEIIIIIIIIIIIUIIIIIIIIIIIIIIIIMII ----- 1 gniiiMilliMillaillilliin. EXIST. TRANSFORMER TRANSFORMER FIRE PROTECTION STAND PIPES FIRE HYDRANT GAS VALVE ELECT. 0 C C - r '17 9 0 0 0 0 0 0 0 0 0 0 a o WATER VALVE WATER METER COMPACTOR (2) EX.ST. CONTRO EXIST. RECEPTION ER CTOR ( I J HH - r I - 1 1 BEVERAE ROOM 11 (Th 11 (Th EXIST. JEWELRY CASE T _1101101M 111 •1111111=1111 EXIST. tORRIDOR EXIST. PHOTO 0 LH 2 3 141 Ell 6 8 EX ST. PR NTING 1L n 1 DEMOLITION KEY NOTES CONTRACTOR TO RELOCATE EXISTING PRODUCE MERCHANDISER CASES. COORDINATE WITH STORE MANAGER. OWNER TO REMOVE FLOOR PALLETS DISPLAY SAWCUT/ REMOVE CONCRETE SLAB AND SUBGRADE FOR UNDERGROUND PIPING WORK. SEE OPERATION NOTE #4. CONTRACTOR TO REMOVE BOLLARDS. SEE SLAB REPAIR DETAIL. REMOVE ISLAND CASES. SEE OPERATION NOTE #4 REMOVE EXISTING BAKERY CASE. CONTRACTOR TO SAWCUT AND REMOVE CONCRETE SLAB AND SUBGRADE FOR NEW FREEZER PIT CONSTRUCTION. SEE OPERATION NOTE #3. COORDINATE WITH STORE MANAGER PRIOR TO DEMOLITION. CONTRACTOR TO RELOCATE GAS LINE PRIOR TO NEW PRODUCE COOLER CONSTRUCTION. SEE SHEET M-1. - EXIST. JUICE / WATER SODA & TEA BOTTLING AREA C EXIST. IvIEMBERSHI COUNTER r n 1 EXIST. SUPPLY AREA - T_ ij— EXIST. ENTRENCE EXIST. EXIT 111 CHEMEIB4449441:4M" EXISTING CANOPY GENERAL DEMOLITION NOTES: A. BEFORE SUBMITTING BID PROPOSAL, GENERAL CONTRACTOR TO VISIT THE SITE OF THE WORK, AND FULLY INFORM HIMSELF OF EXISTING CONDITIONS AND LIMITATIONS. B. GENERAL CONTRACTOR TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB AND CURB, REBAR, ETC. ASSOCIATED WITH THE DEMOLITION OF AREAS SHOWN. CAP ALL UTILITIES AND DRAIN LINES BELOW FLOOR AS REQUIRED. MAKE PROVISIONS FOR TEMPORARY UTILITY CONNECTIONS AS NECESSARY. PATCH ALL FLOORS TO MATCH EXISTING C. THE CONTRACTOR WILL MAKE HIMSELF FAMILIAR WITH TEMPORARY PARTITION REQUIREMENTS AS SPECIFIED. C. ALL EQUIPMENT TO REMAIN THE PROPERTY OF COSTCO WHOLESALE. ALL EQUIPMENT THE OWNER DOES NOT WANT SHALL BECOME THE PROPERTY OF THE GENERAL CONTRACTOR. D. PROVIDE / MAINTAIN EGRESS PATHS THROUGHOUT DEMOLITION, INCLUDING, BUT NOT UMITED TO, LIGHTING, EXIT SIGNS AND SPRINKLERS. E. ALL AREAS SHOW ON DRAWINGS INDICATING DEMOLITION WORK, GENERAL CONTRACTOR WILL INCLUDE ALL DISCIPLINES, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL AND FIRE SPRINKLER. ELECTRICAL DEMOLITION NOTES: A. REMOVE ALL CIRCUITS, PANELS AND ELECTRICAL EQUIPMENT NOT IDENTIFIED AS BEING RE-USED. SEE SECTION 16020 IN PROJECT MANUAL AND ELECTRICAL DRAWINGS FOR COMPLETE SCOPE. MECHANICAL AND PLUMBING DEMOLITION NOTES: A. REMOVE ALL PLUMBING FIXTURES AND LINES RUNNING TO AND FROM THEM. PATCH ANY HOLES IN THE FLOOR TO MATCH ADJACENT AREAS. TERMINATE AND REMOVE ANY INACTIVE LINES. SECURITY AND PHONE SYSTEMS DEMOLITION NOTES: A. REMOVE ALL WIRING, ACCESSORIES AND EQUIPMENT FOR EXISTING PHONE SYSTEM IN AREA OF WORK. PROVIDE CONSTANT SECURITY SYSTEM COVERAGE. COORDINATE WORK WITH OWNER'S PHONE SYSTEM INSTALLER. 11 11 11 II 11 11 11 11 11 11 EXIST. POTATO CHIP AREA SCALE: 1/16" = TELEPHONE BATTERY CLOSET CHARGER U 7.7 DEMOLITION / OP EXIST. SODA ALCOVE EXIST. TOFO'ILLA & POTATO CHIP AREA EXIST. MAINTENANCE 14 11 010■1 0 EXIST. QUALITY CONTROL! HEALTH RATION PLAN OPERATION NOTE FOR BAKERY: 1. BAKERY CAKE CASE REPLACEMENT SHALL PROCEED DURING OFF BUSINESS HOURS. AND SHALL BE SUBSTANTIALLY COMPLETE FOR STORE BUSINESS THE NEXT DAY. OORS q1XIST. WOLER 21 POORS 21 bOORS II EXIST. TRANS. 5REEZER 21 fiNDORS TEL. n =elp-V10.2.^..14.--tscsa •=. sow EXIST. BAKERY 7 A. tim :ft r. V TREATMENT r imo••••••—••••••••••••••••••___ R MIMS Mr_411,1M- E C R 0 tT. MR OM B I ......,„, .......■lw" ii 4. MIN. (2) ISLAND CASES SHALL REMAIN OPERATIONAL FOR 1 I l i STORE BUSINESS. I i'll EXIST. riF 1 x_ I : 1 . il .e 1 SLICING DELI ir .L ..,..____ 4,,r_j _J 1 . = T. — „ 1 1 ..i• —...,;i I !I NI BREAD 'ZEA I T 1 EA3 EXIST, USDA— OFFICE ) 1 ! ,'-EXIST. WATER AIR LIN.E1 =MEM - 17 7 7 I_ -1! -1- L L I LEXIST. GAS LINE EXIST. OFFICE J I I EXIST, , LU X LI- I-Li 0 r Zo: j EXIST. ICE II CREAM SHOPIL If I 11 15' 11 w 1-0 o to Er co L T rLI EXIST. ROTISSERIE CHICKEN III EXIST, I III BAKER'kE] III COOL 11 EXIST. 1 10 EXIST. ROOM EXIST ELE EXIST. MEAT COOLEF-; EXIST. BAKERY FREEZER EXIST. PRODUCE COOLER El L?1 IF OPERATION NOTE FOR SALES FREEZER 3. SALES FREEZER SHALL REMAIN OPERATIONAL UNTIL NEW ISLAND CASES SUBSTANTIAL COMPLETION EXIST. MEAT PREP. OPERATION NOTE FOR ISLAND CASES. EXIST if DEMO JANITOR TRANS. I I I 'T T J[ EXIST. TIRE SALES EXIST. EMPLOYEE BREAKROOM EXIST. II T OPERATION NOTE FOR EXISTING PRODUCE COOLER: 2. EXISTING PRODUCE COOLER SHALL REMAIN OPERATIONAL UNTIL NEW PRODUCE COOLER SUBSTANTIAL COMPLETION. SEE SHEET A1.01 AND REFIGERATION PLANS FOR CONVERTING TO DAIRY COOLER EXIST. RECEIVING EXIST. R.T.V. EXIST. SCRUBBER STOW EX ES JAN. EXIST. OFFICE EXIST. R.R. EXIST. MECHANICAL C ' --X ----X X -?..f -Yr To I EM CHILLER EXISTING HUSSMAN BLDG 0 Ii x , ; COD E E COMPLIANCE " City Of Tukwila BUiL IOTJ „../— EXIST. BAILER & COMPACTOR RECEIVE( NOV 1 5 2001 PERMIT CENTEE Cosmo DATE 11.02.07 WHOLESALE #6 TUKWILA, WA 1160 SAXON DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA I 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET RUSSELL H. HAZZARD, ARCHITECT RUSSELL .9. STATE OF WA * MuivannyG2 Architecture: M rights reserved. No part of this document may be reproduced in any form or by any means without permission In writing from MulvamyG2 Architecture. DESCRIPTION ISSUE FOR PERMIT 93-0440-21 PM: CHRISTINA PUZON DRAWN: CMP, JLL DEMOLITION / OPERATION PLAN G1.01 L 1 7 _ i ...r 1_± ---i ____,_.__. . 'I____L , -4— i _. 1 i i - I 1 - -I 7 7 i Ell - T - t --r 7 1 L EXIST. TRANSFORMER TRANSFORMER FIRE PROTECTION STAND PIPES FIRE HYDRANT GAS VALVE ELECT. 0 C C - r '17 9 0 0 0 0 0 0 0 0 0 0 a o WATER VALVE WATER METER COMPACTOR (2) EX.ST. CONTRO EXIST. RECEPTION ER CTOR ( I J HH - r I - 1 1 BEVERAE ROOM 11 (Th 11 (Th EXIST. JEWELRY CASE T _1101101M 111 •1111111=1111 EXIST. tORRIDOR EXIST. PHOTO 0 LH 2 3 141 Ell 6 8 EX ST. PR NTING 1L n 1 DEMOLITION KEY NOTES CONTRACTOR TO RELOCATE EXISTING PRODUCE MERCHANDISER CASES. COORDINATE WITH STORE MANAGER. OWNER TO REMOVE FLOOR PALLETS DISPLAY SAWCUT/ REMOVE CONCRETE SLAB AND SUBGRADE FOR UNDERGROUND PIPING WORK. SEE OPERATION NOTE #4. CONTRACTOR TO REMOVE BOLLARDS. SEE SLAB REPAIR DETAIL. REMOVE ISLAND CASES. SEE OPERATION NOTE #4 REMOVE EXISTING BAKERY CASE. CONTRACTOR TO SAWCUT AND REMOVE CONCRETE SLAB AND SUBGRADE FOR NEW FREEZER PIT CONSTRUCTION. SEE OPERATION NOTE #3. COORDINATE WITH STORE MANAGER PRIOR TO DEMOLITION. CONTRACTOR TO RELOCATE GAS LINE PRIOR TO NEW PRODUCE COOLER CONSTRUCTION. SEE SHEET M-1. - EXIST. JUICE / WATER SODA & TEA BOTTLING AREA C EXIST. IvIEMBERSHI COUNTER r n 1 EXIST. SUPPLY AREA - T_ ij— EXIST. ENTRENCE EXIST. EXIT 111 CHEMEIB4449441:4M" EXISTING CANOPY GENERAL DEMOLITION NOTES: A. BEFORE SUBMITTING BID PROPOSAL, GENERAL CONTRACTOR TO VISIT THE SITE OF THE WORK, AND FULLY INFORM HIMSELF OF EXISTING CONDITIONS AND LIMITATIONS. B. GENERAL CONTRACTOR TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB AND CURB, REBAR, ETC. ASSOCIATED WITH THE DEMOLITION OF AREAS SHOWN. CAP ALL UTILITIES AND DRAIN LINES BELOW FLOOR AS REQUIRED. MAKE PROVISIONS FOR TEMPORARY UTILITY CONNECTIONS AS NECESSARY. PATCH ALL FLOORS TO MATCH EXISTING C. THE CONTRACTOR WILL MAKE HIMSELF FAMILIAR WITH TEMPORARY PARTITION REQUIREMENTS AS SPECIFIED. C. ALL EQUIPMENT TO REMAIN THE PROPERTY OF COSTCO WHOLESALE. ALL EQUIPMENT THE OWNER DOES NOT WANT SHALL BECOME THE PROPERTY OF THE GENERAL CONTRACTOR. D. PROVIDE / MAINTAIN EGRESS PATHS THROUGHOUT DEMOLITION, INCLUDING, BUT NOT UMITED TO, LIGHTING, EXIT SIGNS AND SPRINKLERS. E. ALL AREAS SHOW ON DRAWINGS INDICATING DEMOLITION WORK, GENERAL CONTRACTOR WILL INCLUDE ALL DISCIPLINES, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL AND FIRE SPRINKLER. ELECTRICAL DEMOLITION NOTES: A. REMOVE ALL CIRCUITS, PANELS AND ELECTRICAL EQUIPMENT NOT IDENTIFIED AS BEING RE-USED. SEE SECTION 16020 IN PROJECT MANUAL AND ELECTRICAL DRAWINGS FOR COMPLETE SCOPE. MECHANICAL AND PLUMBING DEMOLITION NOTES: A. REMOVE ALL PLUMBING FIXTURES AND LINES RUNNING TO AND FROM THEM. PATCH ANY HOLES IN THE FLOOR TO MATCH ADJACENT AREAS. TERMINATE AND REMOVE ANY INACTIVE LINES. SECURITY AND PHONE SYSTEMS DEMOLITION NOTES: A. REMOVE ALL WIRING, ACCESSORIES AND EQUIPMENT FOR EXISTING PHONE SYSTEM IN AREA OF WORK. PROVIDE CONSTANT SECURITY SYSTEM COVERAGE. COORDINATE WORK WITH OWNER'S PHONE SYSTEM INSTALLER. 11 11 11 II 11 11 11 11 11 11 EXIST. POTATO CHIP AREA SCALE: 1/16" = TELEPHONE BATTERY CLOSET CHARGER U 7.7 DEMOLITION / OP EXIST. SODA ALCOVE EXIST. TOFO'ILLA & POTATO CHIP AREA EXIST. MAINTENANCE 14 11 010■1 0 EXIST. QUALITY CONTROL! HEALTH RATION PLAN OPERATION NOTE FOR BAKERY: 1. BAKERY CAKE CASE REPLACEMENT SHALL PROCEED DURING OFF BUSINESS HOURS. AND SHALL BE SUBSTANTIALLY COMPLETE FOR STORE BUSINESS THE NEXT DAY. OORS q1XIST. WOLER 21 POORS 21 bOORS II EXIST. TRANS. 5REEZER 21 fiNDORS TEL. n =elp-V10.2.^..14.--tscsa •=. sow EXIST. BAKERY 7 A. tim :ft r. V TREATMENT r imo••••••—••••••••••••••••••___ R MIMS Mr_411,1M- E C R 0 tT. MR OM B I ......,„, .......■lw" ii 4. MIN. (2) ISLAND CASES SHALL REMAIN OPERATIONAL FOR 1 I l i STORE BUSINESS. I i'll EXIST. riF 1 x_ I : 1 . il .e 1 SLICING DELI ir .L ..,..____ 4,,r_j _J 1 . = T. — „ 1 1 ..i• —...,;i I !I NI BREAD 'ZEA I T 1 EA3 EXIST, USDA— OFFICE ) 1 ! ,'-EXIST. WATER AIR LIN.E1 =MEM - 17 7 7 I_ -1! -1- L L I LEXIST. GAS LINE EXIST. OFFICE J I I EXIST, , LU X LI- I-Li 0 r Zo: j EXIST. ICE II CREAM SHOPIL If I 11 15' 11 w 1-0 o to Er co L T rLI EXIST. ROTISSERIE CHICKEN III EXIST, I III BAKER'kE] III COOL 11 EXIST. 1 10 EXIST. ROOM EXIST ELE EXIST. MEAT COOLEF-; EXIST. BAKERY FREEZER EXIST. PRODUCE COOLER El L?1 IF OPERATION NOTE FOR SALES FREEZER 3. SALES FREEZER SHALL REMAIN OPERATIONAL UNTIL NEW ISLAND CASES SUBSTANTIAL COMPLETION EXIST. MEAT PREP. OPERATION NOTE FOR ISLAND CASES. EXIST if DEMO JANITOR TRANS. I I I 'T T J[ EXIST. TIRE SALES EXIST. EMPLOYEE BREAKROOM EXIST. II T OPERATION NOTE FOR EXISTING PRODUCE COOLER: 2. EXISTING PRODUCE COOLER SHALL REMAIN OPERATIONAL UNTIL NEW PRODUCE COOLER SUBSTANTIAL COMPLETION. SEE SHEET A1.01 AND REFIGERATION PLANS FOR CONVERTING TO DAIRY COOLER EXIST. RECEIVING EXIST. R.T.V. EXIST. SCRUBBER STOW EX ES JAN. EXIST. OFFICE EXIST. R.R. EXIST. MECHANICAL C ' --X ----X X -?..f -Yr To I EM CHILLER EXISTING HUSSMAN BLDG 0 Ii x , ; COD E E COMPLIANCE " City Of Tukwila BUiL IOTJ „../— EXIST. BAILER & COMPACTOR RECEIVE( NOV 1 5 2001 PERMIT CENTEE Cosmo DATE 11.02.07 WHOLESALE #6 TUKWILA, WA 1160 SAXON DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA I 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET RUSSELL H. HAZZARD, ARCHITECT RUSSELL .9. STATE OF WA * MuivannyG2 Architecture: M rights reserved. No part of this document may be reproduced in any form or by any means without permission In writing from MulvamyG2 Architecture. DESCRIPTION ISSUE FOR PERMIT 93-0440-21 PM: CHRISTINA PUZON DRAWN: CMP, JLL DEMOLITION / OPERATION PLAN G1.01 TREAT1MENT T. B•; ER C MP i TOR ROM EXIST. ORRIDOR ... ... .-i `^ - �'". .. 41 EXI MA XIST. ST. •TORAGE NTENANCE EXIST. FFIC • ■ ■ • ■ EXIS . BR ROO mulionsmouumip BOLLARD, 4 TYP. - r - T -T- I 1 I I I I-- + - + - + --1 I PALLETS ( J __ RODUCE OOLER EXIST. JANITOR EXIST. TRANSFORMER ANSFORMER RE PROTECTION AND PIPES IRE YDRANT AS ALVE U 7 Li: 7-7 I- L - - - -1 ° T . - -J I _ -! L L _i_• _A-, - ... . r ._. .. ! ° ± �I � o A o 4 0 i -- F L Lm_ COMPACTOR WATER VALVE WATER METER XIST. XAM EXIST. EXIST. EXAM -L. J r - -1 �- + + L_ __L_ r- H++ L J- __1__ r T 1 F± ± L L_ 1 = L J_J -J EXIST. JEWELRY CASE EXIST. PHOTO r F u Li L.J-- EXIST. PR NTING EYr -L J J.._ s J r- . .__ --t- T I- ± ---I -- ± + L Jw ! J J_. r - — -r -r- 4- — - r - r - — — - --- -• -I- -4- + } l.._ : .. ._T.. - - ± -1-- -± w- ---F I L J- _ -.L µL __ I_.._..�' ! _J _ J_ r - - T — -f_ --*-- --T-- — -I-- — r — r - r- e r i- L J.._ __L_ F- __.,_ -t-• --; -1 T -;-• -• - -- ._ r -r- -1- •- 7-_ -1-- -1 -• r_ --r- _ -.._ _ _ _ r _i -1 - -_ r _ .. - — - --r- - f - '- 1 --r_ - i L J_ __L_ _ L L _ ._l.. J_ J_ .. J_ J._. _.L ? __L_ r - 17 - - -- 7 -- - T - - - - 1 - -- — -z- --r- --q-- --T- — -I t... .._L .. -I _ -S_ J_ . i . _1. _ A _1 ? 1_ J . J__ ? ._..L 1 J. - 1 - - - 1 - - - r " - 1 -T. __ ___I___ - , . _ � . -7 _. .__r_. -..1 1 + + .-.1.. - _�.. ._ 1 . ± .± *. + r— 1 1- -•-I- L J_J r I 1 F I L _LJ L. I -r- T 1 T -. - ._r r ... _T-. — T 1 I _ -I_ ...I.. ± I i 9 m - 7 -1-1- - -r — --r — — — 1 -I- -; - ---- - --I-- -f ± -- a - --I- --I _J___ _J ! J- ! J- .-L. J__ ..J 7-- -- 7...1.. _.T_ i --7 I- -,- -- 1 1- -F. ,-�. P . ± ± ± ±±H - � -J- - = f - '-. J h Como =saw 5 I J milto mamma I EXIST. -1 I EXIST. I I I MEMBERSHI' I I ENTRENCE I [ OUNTER L J EXIST. JUICE / WATER ! SODA & TEA BOTTLING AREA I L —' -r- -; -- -1-- 1 -- •- r r ;-- -- -r- - ;- -r- -7 L 1 J_.. __L_ J- — J- J _ J_.. ? _ J_ __i_ 1 ? J -.1_. J_ _J__ J L J_ EXIST. SUPPLY AREA I LI n r -- -�- I I -- - - L _j__ EL �a L.L L L LI EXIST. EXIT r --- _ - __ ._T_. T - C - •- -• -T- -1-- -I $ - -+-• 7T— T rnm TI- r-TT -7 F-- - -- -- • - 4- -I-- --1- I - �- -�- --I L I -..L J._ J_ __,_ ___L_ 0 0 ' 171331111=7 L II II I II II Ibg II II II II 0 ± ± -+- --1 L J EXIST. POTATO CHIP AREA U AREA OF TENANT IMPROVEMENT TELEPHONE BATTERY CLOSET CHARGER EXIST. 1 - 1 HEfRING 1 I �1 L.! MOT I FLORAL T -- T ---- ---- -- - EXIST. SODA ALCOVE F- + ++++ -{ H LJ- J - JwJ_ __L_ __L_ NEW ISLAND (4) 1 P C L— `T .�.�, ...I I • EXIT. TO TILLA & PO ATO CHIP AR A O 0 ti J • EXIST. TOBACCO SALES PROPOSED FLOOR PLAN SCALE: 1/16" = 1'-0" r ± H L .__I-_ _L _J I TT - 1 ETT i � +H I - + L1 J_._1 L 7 CLOSURE EXIST. WATER 8 AIR LINE 1 I- EXIST. TRANS. rn I {I IL UNDER FLOOR VENT PIPE SERPENTINE INSULATED PATTERN - VENT TO SLAB VENT (TYP) __L_ J _ _J-_ J- J_ EXIST. USDA EXIST. QUAL 'IT.y.., S I CONTROL! HEALTH r -- r -- r - 1 a-- --- 4 -- -- - --I- t --F L. J._. J_ .J 21 OORS XIST. OOLER 21 DOORS OORS E XIST. FREEZER EXIST. MPU r • I I T T I I I , gXIST MPU E r_T rT r- 1- -7-7 7 - 7 — _ _ I- -- -±± I �-- +±±+±+± L J _ J.._ ..-L J_ .._i_.._ _J__ J< J- J - ! JT J_ . J._ ! J r" i T B E A -r 1 -- i `T 'r - r i i T T T 1 I -- -I-- --- •-- - -_ - -�- L J_ . L ! J_ ! __L._ I _L _L ! ! ! _L. I _1 r __ - - - i Wr -T- -T-- i T r >- + -I-- B P E -+- + I ± + ± ± -I- ± ± -7-- 37]E T. a I�cAI ----� r TT? i T L 1.. _LJ - I; � I i 0 2 1 1 i 21 IODRS_ -- T -_ -- _ NOTE: LAYOUT START POINT TRENCH FOR REFRIG LNES I J CURBS, — 1YP. EXIST. OFFICE EXIST. BAKERY TEIM PHASE 1 r j �- I EXIST. ICE I CREAM SHOPu_ EXIST. I Hi SLICING DELI tlt IIIBAKER IIICOOLE NEW 12' BAKERY CASE PHASE 1 EW 15'-0" TALL STEEL RA, CK UNDER SEPARATE PERMIT (11 TYP.) X LL EXIST. ELEC ROOM I -- PRE-ENGINEERED WALL PANELS BY REFRIGERATION CONTRACTOR EXIST. BAKERY FREEZER EXIST. MEAT COOLER EXIST. MEAT PREP. EXIST. ROTISSERIE CHICKEN DEMO ji OtIVE TED FROM PR DUCE CURTAIN E 1ST. EXIST. EMPLOYEE BREAKROOM EXISTING WALL / CEILING 15'-0" TALL STEEL RACK UNDER SEPARATE PERMIT (7 TYP.) EXIST. RECEIVING 1ST. TRANS. EXIST. SCRUBBER STORAGE EXI JAN. EXIST. R.R. PANELS SEE ) SHEET E-1 FOR DTL. -1T3 EXISTING REFRIGERATION MACHINE ROOM r - n R n EVI c E,g m E p D LI F A O N R cE \ Il D u i t2 ;1;10N - __\ 0 EXIST. BAILER & COMPACTOR RECEPIED PERMIT CENTER Comm #6 TUKWILA, WA 1160 SAXON DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112Th AVE. NE I SUITE 500 BELLEVUE, WA I 98004 t 425.463.2000 f 425.4632002 MulvannyG2.com KEY PLAN A DATE 11.02.07 PERMIT SET DESCRIPTION 93-0440-21 PM: CHRISTINA PUZON DRAWN: CMP FLOOR PLAN A1.01 • RUSSELL H. HAZZARD, ARCHITECT RUSSELL H. I STATf_ OF WA MulvannyG2 Architecture: Ali rights reserved. No part of Ns dozument may te reproduced in any form or by any means without permission In writing from MulvamyG2 Architecture. ISSUE FOR PERMIT MASTER SET10032007 �• I I L .iI .' !i il P I .[. .14 1�. • j4 - "I .I, .,1 - -� - TREAT1MENT T. B•; ER C MP i TOR ROM EXIST. ORRIDOR ... ... .-i `^ - �'". .. 41 EXI MA XIST. ST. •TORAGE NTENANCE EXIST. FFIC • ■ ■ • ■ EXIS . BR ROO mulionsmouumip BOLLARD, 4 TYP. - r - T -T- I 1 I I I I-- + - + - + --1 I PALLETS ( J __ RODUCE OOLER EXIST. JANITOR EXIST. TRANSFORMER ANSFORMER RE PROTECTION AND PIPES IRE YDRANT AS ALVE U 7 Li: 7-7 I- L - - - -1 ° T . - -J I _ -! L L _i_• _A-, - ... . r ._. .. ! ° ± �I � o A o 4 0 i -- F L Lm_ COMPACTOR WATER VALVE WATER METER XIST. XAM EXIST. EXIST. EXAM -L. J r - -1 �- + + L_ __L_ r- H++ L J- __1__ r T 1 F± ± L L_ 1 = L J_J -J EXIST. JEWELRY CASE EXIST. PHOTO r F u Li L.J-- EXIST. PR NTING EYr -L J J.._ s J r- . .__ --t- T I- ± ---I -- ± + L Jw ! J J_. r - — -r -r- 4- — - r - r - — — - --- -• -I- -4- + } l.._ : .. ._T.. - - ± -1-- -± w- ---F I L J- _ -.L µL __ I_.._..�' ! _J _ J_ r - - T — -f_ --*-- --T-- — -I-- — r — r - r- e r i- L J.._ __L_ F- __.,_ -t-• --; -1 T -;-• -• - -- ._ r -r- -1- •- 7-_ -1-- -1 -• r_ --r- _ -.._ _ _ _ r _i -1 - -_ r _ .. - — - --r- - f - '- 1 --r_ - i L J_ __L_ _ L L _ ._l.. J_ J_ .. J_ J._. _.L ? __L_ r - 17 - - -- 7 -- - T - - - - 1 - -- — -z- --r- --q-- --T- — -I t... .._L .. -I _ -S_ J_ . i . _1. _ A _1 ? 1_ J . J__ ? ._..L 1 J. - 1 - - - 1 - - - r " - 1 -T. __ ___I___ - , . _ � . -7 _. .__r_. -..1 1 + + .-.1.. - _�.. ._ 1 . ± .± *. + r— 1 1- -•-I- L J_J r I 1 F I L _LJ L. I -r- T 1 T -. - ._r r ... _T-. — T 1 I _ -I_ ...I.. ± I i 9 m - 7 -1-1- - -r — --r — — — 1 -I- -; - ---- - --I-- -f ± -- a - --I- --I _J___ _J ! J- ! J- .-L. J__ ..J 7-- -- 7...1.. _.T_ i --7 I- -,- -- 1 1- -F. ,-�. P . ± ± ± ±±H - � -J- - = f - '-. J h Como =saw 5 I J milto mamma I EXIST. -1 I EXIST. I I I MEMBERSHI' I I ENTRENCE I [ OUNTER L J EXIST. JUICE / WATER ! SODA & TEA BOTTLING AREA I L —' -r- -; -- -1-- 1 -- •- r r ;-- -- -r- - ;- -r- -7 L 1 J_.. __L_ J- — J- J _ J_.. ? _ J_ __i_ 1 ? J -.1_. J_ _J__ J L J_ EXIST. SUPPLY AREA I LI n r -- -�- I I -- - - L _j__ EL �a L.L L L LI EXIST. EXIT r --- _ - __ ._T_. T - C - •- -• -T- -1-- -I $ - -+-• 7T— T rnm TI- r-TT -7 F-- - -- -- • - 4- -I-- --1- I - �- -�- --I L I -..L J._ J_ __,_ ___L_ 0 0 ' 171331111=7 L II II I II II Ibg II II II II 0 ± ± -+- --1 L J EXIST. POTATO CHIP AREA U AREA OF TENANT IMPROVEMENT TELEPHONE BATTERY CLOSET CHARGER EXIST. 1 - 1 HEfRING 1 I �1 L.! MOT I FLORAL T -- T ---- ---- -- - EXIST. SODA ALCOVE F- + ++++ -{ H LJ- J - JwJ_ __L_ __L_ NEW ISLAND (4) 1 P C L— `T .�.�, ...I I • EXIT. TO TILLA & PO ATO CHIP AR A O 0 ti J • EXIST. TOBACCO SALES PROPOSED FLOOR PLAN SCALE: 1/16" = 1'-0" r ± H L .__I-_ _L _J I TT - 1 ETT i � +H I - + L1 J_._1 L 7 CLOSURE EXIST. WATER 8 AIR LINE 1 I- EXIST. TRANS. rn I {I IL UNDER FLOOR VENT PIPE SERPENTINE INSULATED PATTERN - VENT TO SLAB VENT (TYP) __L_ J _ _J-_ J- J_ EXIST. USDA EXIST. QUAL 'IT.y.., S I CONTROL! HEALTH r -- r -- r - 1 a-- --- 4 -- -- - --I- t --F L. J._. J_ .J 21 OORS XIST. OOLER 21 DOORS OORS E XIST. FREEZER EXIST. MPU r • I I T T I I I , gXIST MPU E r_T rT r- 1- -7-7 7 - 7 — _ _ I- -- -±± I �-- +±±+±+± L J _ J.._ ..-L J_ .._i_.._ _J__ J< J- J - ! JT J_ . J._ ! J r" i T B E A -r 1 -- i `T 'r - r i i T T T 1 I -- -I-- --- •-- - -_ - -�- L J_ . L ! J_ ! __L._ I _L _L ! ! ! _L. I _1 r __ - - - i Wr -T- -T-- i T r >- + -I-- B P E -+- + I ± + ± ± -I- ± ± -7-- 37]E T. a I�cAI ----� r TT? i T L 1.. _LJ - I; � I i 0 2 1 1 i 21 IODRS_ -- T -_ -- _ NOTE: LAYOUT START POINT TRENCH FOR REFRIG LNES I J CURBS, — 1YP. EXIST. OFFICE EXIST. BAKERY TEIM PHASE 1 r j �- I EXIST. ICE I CREAM SHOPu_ EXIST. I Hi SLICING DELI tlt IIIBAKER IIICOOLE NEW 12' BAKERY CASE PHASE 1 EW 15'-0" TALL STEEL RA, CK UNDER SEPARATE PERMIT (11 TYP.) X LL EXIST. ELEC ROOM I -- PRE-ENGINEERED WALL PANELS BY REFRIGERATION CONTRACTOR EXIST. BAKERY FREEZER EXIST. MEAT COOLER EXIST. MEAT PREP. EXIST. ROTISSERIE CHICKEN DEMO ji OtIVE TED FROM PR DUCE CURTAIN E 1ST. EXIST. EMPLOYEE BREAKROOM EXISTING WALL / CEILING 15'-0" TALL STEEL RACK UNDER SEPARATE PERMIT (7 TYP.) EXIST. RECEIVING 1ST. TRANS. EXIST. SCRUBBER STORAGE EXI JAN. EXIST. R.R. PANELS SEE ) SHEET E-1 FOR DTL. -1T3 EXISTING REFRIGERATION MACHINE ROOM r - n R n EVI c E,g m E p D LI F A O N R cE \ Il D u i t2 ;1;10N - __\ 0 EXIST. BAILER & COMPACTOR RECEPIED PERMIT CENTER Comm #6 TUKWILA, WA 1160 SAXON DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112Th AVE. NE I SUITE 500 BELLEVUE, WA I 98004 t 425.463.2000 f 425.4632002 MulvannyG2.com KEY PLAN A DATE 11.02.07 PERMIT SET DESCRIPTION 93-0440-21 PM: CHRISTINA PUZON DRAWN: CMP FLOOR PLAN A1.01 • RUSSELL H. HAZZARD, ARCHITECT RUSSELL H. I STATf_ OF WA MulvannyG2 Architecture: Ali rights reserved. No part of Ns dozument may te reproduced in any form or by any means without permission In writing from MulvamyG2 Architecture. ISSUE FOR PERMIT MASTER SET10032007 ROOM FINISH SCHEDULE LOC. N ®. ROOM NAME FLOOR BASE WALLS CEILING REMARKS SEE NOTES BELOW MATERIAL I FINISH MATERIAL FINISH MATERIAL I FINISH MATERIAL I FINISH I HT. SALES 104 SALES FREEZER CONC SEAL CONC SEAL MIP MIP 18' -0" 105 DAIRY COOLER CONC SEAL CONC SEAL MIP MIP 20'-0" 107 PRODUCE COOLER CONC SEAL CONC SEAL MIP MIP 18' -0" 41a: p•op P•o q• p � j o p o o •o o•.p o o•. � y a a u- p i - III - III-- - III III — III — III p ° —I I =1 I f- - 111 7111 III III-- - -I I I----I I I--I I I I I I —I 1 1E—I I I —I 11 - I I — I I -1 I I -1 I I -1 11.- 111- 111 = I l l 11 =1 11 - III =1 I 1 =1 I 1= III —IIIEl IEI11 =III = III I--I 11 =111- 111 =111 =111 =111 =11 I =111= -I I f —I 11— III- 1I1�1I1...--111- 111 —i11 -111 141 I I =1 I I =1 I I —III -111_1 I L I I 1 -1 11 =111 -111 -I I IIII I I- III - III -III -111 -I I I- III — I I I III _E111 — =11 l —1 11- 111 =111- 111=11 I= 111_; ^ • �, : ':;;•, •. :111E1111_=_111 117111 =111 =111 =111=111 I I I 1 =111 - I l l -1 I I. -111 -1 11 =111 =111 =11 I =1 11=1::.:.,' ! `' __ 7777 - /,.,. _ III — III III -1 _ I II I1 -1 I1 =1 I1 =1 I1 =1 I1 =1 I I- 1=111=1114111 =111=111 =111 =111 =111 - 111...1 11 t i t ' t r r ' y-- i r i:-: -ri .,>> i I I hi I1 7 11 iT 111 ±I 1 1±1 1111i111111Mi I I1 i l 11 i ll I I ITI T IT 1 1 i ll l l ul l l l i _1 I FREEZER DOOR ( S.O.I.C.) SCALE: 1-1/2" = 1' -0" SCALE: 1-1/2" = 1' -0" CONDENSATE LINE APPROVED AIR GAP FITTING STAND PIPE SALES FREEZER PIT AT DOOR CONSTRUCTION JOINT, EXTEND REBARS THRU JOINT FREEZERS VENT & DRAIN ELEVATION SCALE: 1-1/2" = 1' -0" SEALANT 3/4" CHAMFER CONTINUOUS #4 #4 AT 36" O.C. MAXIMUM AND WITHIN 12" OF CORNER CONTINUOUS #4 41/2' _J _J • • ° PIT DIMENSION FREEZER WALL ( S.O.I.C) • °•. • L d v a CURB BEYOND 6" a " FREEZER 104 I 1 I J m 4 • e TYPICAL CURB 6 OUTSIDE COOLER / FREEZER SCALE: 3" = 1' -0" PREFORMED EXPANSION GASKET WITH "SEALTIGHT" SNAP -CAP JOINT FILLER AT FREEZER SLAB (2) 3 x 3 x 1/4 x DOOR WIDTH STEEL ANGLES WITH 1/2" x 4 WHS. AT 9" O.C. MAXIMUM FINISH FLOOR = 0' -0" CONCRETE SLAB (2) 4" LAYERS FREEZER SLAB INSULATION WITH STAGGERED JOINTS BOTH DIRECTIONS VAPOR RETARDER, TURN UP TO FINISH FLOOR AT PIT EDGE 12" SAND BASE 07205002 -0507 CORNER & BOLLARD AT P.O.S. FREEZERS (COOLER SIMILAR) G.C. NOTE: 4" DIAMETER NON - PERFORATED SCHEDULE 40 PVC VENT PIPES AT 4' -0" 0.0. - CONTINUOUS SERPENTINE PATTERN CORNER TO CORNER 05505012 -0507 PLUMBING VENT, SEE PLUMBING DRAWINGS FREEZER WALLS (S.O.I.C.) PERFORATED CAP CONCRETE CURB 2" VENT PIPE UP THROUGH CURB F.F. =O' -0" TRANSITION TO 4" VENT PIPE BELOW SLAB 05505012 -0507 F, F. = Q' -0"45 1206 V CONCRETE CURB NOTE: ALIGN JOINTS IN CURB WITH FLOOR JOINTS. CURBS TO HAVE STEEL TROWEL FINISH. SEAL CURBS. SCALE: 1-1/2" = SALES FREEZER PIT JOINT FILLER AT FLOOR FREEZER DOOR FREEZER (S.O.I.C.) STEEL ANGLES AT FLOOR CONCRETE CURB VENT & DRAIN AT P.O.S. FREEZER SCALE: 1-1/2" = 1' -0" FREEZER VENT PIPE SCALE: 1-1/2" = 1' -0" SEALANT 3/4" CHAMFER CONTINUOUS #4 PIT DIMENSION #4 AT 36" O.C. MAXIMUM AND WITHIN 12" OF CORNER SCALE: 3" = 1' -0" po•O Oo p.•p p p ed'� sit ei�SJn`•SJH -yJyJ i —r r II — III VIII — III III - 1I1 - 1 I I I I =1 11 11 -1 11 =1 I pi in I r - 1 I— IILEI 11-1 11 -1I 1 -1 11.-1 11 -1 1 1E I I- 111 4 111 -111`I I I III =IIIE 1 11 1 I 1 -1 11 -1 11 -1 11 -1 11 -1 11 -1 =1 I 1 =111- 111..- 111 111- 111E-111. -1 I h III -111 111 i I ICI I I -1 I It l 11= 111 =11 l =l 11 -11 1E11 I =111= 111 -I I I=1117111�111 =111.7111 -111 =1 rl=n I =1 I I — 111 -11 IE—I 11 —I 11._1 11_...1 I I---I 11- i r =r -r i • -1 I I -1 I -1 I I I III: I I I =1 11 =1 1 1-11 I 1 I I-1 III -1 I I III — III — i I I — I 11 II I — III III - 1 I I — III 1 11 - 11 - 11 IW III -1117 111- 111- 111 -111 71 -1 1-111_111=111-111 - III — III - III III — I 4 PERFORATED CAP AT CORNER BEYOND CONCRETE CURB NOTE: ALIGN JOINTS IN CURB WITH FLOOR JOINTS. CURBS TO HAVE STEEL TROWEL FINISH. SEAL CURB. TYPICAL CURB INSIDE COOLER / FREEZER �-- DRILL AND EPDXY AT CURB (TYP.) 07205002 -0507 1/4" PRE - MOLDED JOINT FILLER - TYP. NOTE: BEND REBAR AROUND PIPE VENT LINE PERFORATED CAP PLUMBING VENT, SEE PLUMBING DRAWINGS STAND PIPE AIR GAP FITTING CONDENSATE DRAIN CONCRETE CURB CONSTRUCTION (COLD) JOINT 05505012 -0507 CONCRETE CURB PERFORATED CAP 05505012 -0507 F. F. = 0' -0"4, BOLLARD (TYP) 1206 RECEIVING 121 I CURB BELOW, SIMILAR EXTERIOR WALL CONTINUOUS SEALANT, TYPICAL 8' -0" HIGH GWB ON METAL STUD FRAMING F.R.P.P. FULL HEIGHT WITH EDGE MOLD PLAN AT CORNER BOLLARD AND SLEEVE PLASTIC SLEEVE, SECURE TO STEEL POST 6" STANDARD WEIGHT STEEL PIPE POST - GROUT SOLID 1/4" PRE - MOLDED JOINT FILLER AT SLAB CONCRETE FOOTING SCALE: 112" =1 CONCRETE CURB SCALE: 1/8" = 1' -0" SCALE: 3" = 1' -0" INTERIOR BOLLARD COLUMN IN FOREGROUND PROVIDE 112" PLYWOOD BACKING FOR SIGNAGE, MOUNT SIGN ON REFRIGERATION PANEL II 4 • • a V-0" I MIN. FRESH PRObUCE e. °� i i riY PI�nai��nq Pip 11 =11 I -11 I- 111 =11 I -11 I -111 I- III�II�III —III- 111-1 l 14111 =11 =1 l 1 =1 l 1 =1 i ▪ — Ill — Ill —Il1- 111-111 —III_ 1 11-1 11=1 1 1.7111= 111 =1 I ;I 11 =I I I= III =III �� III =1 11 =� I I I 1 � III_ I I I IE I I 1 11 I I f ABOVE COOLER - t - - A6.01 REQUIRED CLEARANCE `COOLER - NO PAINT ( S.O.I.C. ,7 BOLLARD, TYP. PRODUCE COOLER FRONT WALL COOLER I 116 I 1 COOLER WALL (S.O.I.C.) 3 -5/8" METAL STUDS AT 16" O.C., MAX. CLOSURE DETAIL - PLAN VIEW 18� TOP OF WALL F.F. = 0' -0" 09250019 -0607 G.C. NOTE: PROVIDE CUTTING, DIGGING, BACK FILLING, COMPACTING AND FINISH FLOOR AS REQUIRED - COORDINATE TRENCHING WITH ALL TRADES REFRIGERATION NOTE: INSTALL PVC PIPES AND FITTINGS TOGETHER WITH REFRIGERATION LINES - COORDINATE WITH G.C. TO INSTALL PRIOR TO POURING FLOOR SLAB 917 ,a ,ccp,�{p.,Qp�p,� 4 ° I I— III —I I IT 111 =III III III 1 III III IIII I I .I I IE—I 1 171 I I =1 I I I I I =1 I I =1 I I =1 I I I 1 '' I I 111 I I —111=111=111E111 I lil 1 1— 6" DIA. PVC PIPE, TYPICAL BY REFRIGERATION CONTRACTOR SCALE: 1 -1/2" = 1' -0" 6" DIA. STUB, TYPICAL FOAM OPENING AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIGERATION CONTRACTOR REFRIGERATION LINES BY REFRIGERATION CONTRACTOR' 1' d 4 • A 4 4 4 ._ P e .III - 111 =111 =1 I 1 =11 I- 111 =11 : 111 =111 =111 =111= 111= 111 =111 =1_. -1 I I -1 I I -1 I I -1 I I -1 I I -1 11 =1 I I -1 III — III —I I I— III -.I I L- III —III I I I .,;,III ; I I I� I I I 1 r —�, ; I I 4 O A 4 TRENCH AT REFRIGERATION LINES 0 FINSIH FLR 0c0 " EXIST. CONC. SLAB ON GRADE --� III —I r r —r l r- - 111111 -11 5" TYP. COMPACTED SUBGRADE PER SPECIAL INSPECTION SCALE: 3/4" = 1' -0" VERIFY w/ ARCH. (3'-0" MAX.) SAW CUT : REMOVE SLAB AS • EQ'D. ADD #4 (LAP 24" NEW CO fy = 4000 SLAB REPAIR @ TRENCH TYPE III HIGH EARLY STRENGTH CONCRETE SHALL BE USED AT SLAB REPAIR TRENCH. 18 "o /c TYP. @ -C IN.) 5i SLAB III —III- 111 =11 M=1 1 =111= DRILL AND EPDXY - TYP. #4 18 n o/c @ -C LAP 24" MIN.) STAGGER E.S. OF TRENCH. EPDXY w/ HILTI HY -150 ADHESIVE. EMBED 5" MIN. w/ SPECIAL INSPECTION. ABBREVIATION KEY AC-1 4x2 SUSP. GRID W /LAY -IN ACOUSTIC BOARD AC-2 4x2 SUSP. GRID W /MOISTURE RESISTANT WASHABLE LAY -IN ACOUSTIC BOARD AC -3 4x2 RATED SUSP. GRID & LAY -IN ACOUST BOARD C-1 CARPET C -2 CARPET TILE CCT CERAMIC COVED TILE CMU CONCRETE MASONRY UNIT CONC CONCRETE CT 8 "x8" CERAMIC TILE CV 6" COVED VINYL DPL DIAMOND STEEL PLATE EP EPDXY PAINT FRPP FIBER REINFORCED PLASTIC PANEL(S) FULL HEIGHT GWB GYPSUM WALL BOARD M MEDIUM TEXTURE MB MEDIUM BROOM MIP METAL INSULATED PANELS (5.I.0.) MPLY MARINE GRADE PLYWOOD MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD NIC NOT IN CONTRACT; BY REFRIGERATION CONTRACTOR OTS OPEN TO STRUCTURE P PAINT PB POLYMER BASE- COVED PF -1 POLYMER FLOORING, HRI MEDIUM TEXTURE PF -2 POLYMER FLOORING, HRI STANDARD TEXTURE PF -3 POLYMER FLOORING, UT MEDIUM TEXTURE PF-4 POLYMER FLOORING, SLT - MEDIUM TEXTURE PF -5 POLYMER FLOORING, GS /GS4 - TEXTURE 2 PF-6 POLYMER FLOORING, GS /HT4 - TEXTURE 2 PLY PLYWOOD R RATED 2x4 CEILING TILE RB-4 RB-6 S SEAL SG SS SV TB UT VCT RUBBER BASE; 4" HIGH RUBBER BASE; 6" HIGH STANDARD TEXTURE FLOOR SEALER SEMI -GLOSS ENAMEL STAINLESS STEEL SHEET VINYL TILE BACKERBOARD STONECLAD UT VINYL COMPOSITION TILE - STATIC DISSIPATING BODE COMPLIANCE APP O SErx \ RR A RECEIVED NOV 15 2007 PERMIT CENTEF Comm =WHOLESALE #6 TUKWILA, WA A DATE 11.02.07 1160 SAXON DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com I PERMIT SET RUSSELL H. HAZZARD, ARCHITECT RUSSELL H. STATE OF Y A ® MulvannyG2 Arch feature: All rights reserved. No part of ll is doc iment may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION ISSUE FOR PERMIT 93- 0440 -21 PM: CHRISTINA PUZON DRAWN: CMP ELEVATIONS AND AND DETAILS A2.01 VDATION PLAN I /10I W 1 R. RAICHLE z �, FREEZER ADDI1 rn rn 400 COSTCO D TUKWILA, WA. 9 M.G.L. Nov 10 -25 -07 SHEET NO: PERI\ JOB NO: 87022018 ENGINEER: R. RAICHLE DRAWN: M.G.L. DATE 10 -25 -07 SHEET NO: s 1.1 • rn 1- _ 0) • C 2 C1 I x In lV 50'-0" 50' -0" 0' -0" 50' -0" NOTE BALANCE PER SECT. BELOW (CO SALES FREEZER DOOR ONLY) CUT 2" BREAK OUT CONCRETE & POUR NEW SLAB EDGE TREATED 2 x 8 (REPLACE w /EXPANSION GASKET PER ARCH. FREEZER DOOR #4 PDXY GROUT TO EXIST. w/ HILTI HIT HY -150 ADHESIVE. MIN. w/ CONTINUOUS SPECIAL INSPECTION O' -0" r r 50' -0" L3 x 3 x :w /i "ox 4" W.H.S. 0 9 o/c EA. SIDE OF GASKET 4 C F 2 ' •:7 }rl: W (I) °opoq III —III l lI # CONT. III M= #4 CONT. T. & B. 50' -0" ' -4" SECTION PIT. DIM. PER PLAN A -1.1 .1._0- 50' --0" PLAN DIMENSION GASKET PER ARCH. 2 #4 ABV. && BE NAILS 2 ROWS 60d C OM M ON NAILS FREEZER SLAB #4 0 18 "o /c E.W. X0 00 O 0 C' 0 Q o0 1II III — III– IT� i I i INSULATION PER ARCH. 5O' -0" -0- l SHRINKAGE JOINT (S.J.) 50' -0" MAXIMUM SPACING & LOCATION PER FDN. PLAN - t/4 x i" SOFT–CUT JOINT SLAB PER PLAN n I 50' -0" USE i x 18" ROUND DOWEL 0 24 "o /c OR PLATE BASKET. BASKET SHOULD BE MANUFACTURED TO HOLD PLATES AT ti" OF SLAB CTR. - HOLD 7" CLR. MAX. SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. 50 -0 " – 1 -0 " 50' – O " 6" CONCRETE SLAB ON GRADE OVER SUB –BASE PREPARED PER SPEC. SECTION 02300. SLAB REINFOR ING #4 0 18 "o /c EACH WAY CHAIR 3' 0 "o c MAX. 0 SLAB MID –D PTH. TOP I • ` I REF. DATUM ELEVATIO 0 –0 • (U.N.O.) SITE ELEV. PER CML r.N GINEE 50' -0" Y N I N W O E I 50' -0" f L C1 50' -0" . • A -1.1 TYP. I 50' -0" . 50' -0" i 0 -s- s 50' -0" 50' -0" O O 50' -0" FOUNDATION 50' -0" 11 PLAN o� ' - 0 " I y I A 03 _ 0) 2 to CODE COMM:JAME P :1 OW Of Tuimia _ 0) a 0 Lii_pre'89 M37022\87022018 \cos-Tukwila-S1.1-fndplan-192-87022018.dwg, 11-05-07, 9129cm, Wisp', 192 ER ARCH. EXIST. I rs 1 's rs viii% r -- I 'P's • rn 1- _ 0) • C 2 C1 I x In lV 50'-0" 50' -0" 0' -0" 50' -0" NOTE BALANCE PER SECT. BELOW (CO SALES FREEZER DOOR ONLY) CUT 2" BREAK OUT CONCRETE & POUR NEW SLAB EDGE TREATED 2 x 8 (REPLACE w /EXPANSION GASKET PER ARCH. FREEZER DOOR #4 PDXY GROUT TO EXIST. w/ HILTI HIT HY -150 ADHESIVE. MIN. w/ CONTINUOUS SPECIAL INSPECTION O' -0" r r 50' -0" L3 x 3 x :w /i "ox 4" W.H.S. 0 9 o/c EA. SIDE OF GASKET 4 C F 2 ' •:7 }rl: W (I) °opoq III —III l lI # CONT. III M= #4 CONT. T. & B. 50' -0" ' -4" SECTION PIT. DIM. PER PLAN A -1.1 .1._0- 50' --0" PLAN DIMENSION GASKET PER ARCH. 2 #4 ABV. && BE NAILS 2 ROWS 60d C OM M ON NAILS FREEZER SLAB #4 0 18 "o /c E.W. X0 00 O 0 C' 0 Q o0 1II III — III– IT� i I i INSULATION PER ARCH. 5O' -0" -0- l SHRINKAGE JOINT (S.J.) 50' -0" MAXIMUM SPACING & LOCATION PER FDN. PLAN - t/4 x i" SOFT–CUT JOINT SLAB PER PLAN n I 50' -0" USE i x 18" ROUND DOWEL 0 24 "o /c OR PLATE BASKET. BASKET SHOULD BE MANUFACTURED TO HOLD PLATES AT ti" OF SLAB CTR. - HOLD 7" CLR. MAX. SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. 50 -0 " – 1 -0 " 50' – O " 6" CONCRETE SLAB ON GRADE OVER SUB –BASE PREPARED PER SPEC. SECTION 02300. SLAB REINFOR ING #4 0 18 "o /c EACH WAY CHAIR 3' 0 "o c MAX. 0 SLAB MID –D PTH. TOP I • ` I REF. DATUM ELEVATIO 0 –0 • (U.N.O.) SITE ELEV. PER CML r.N GINEE 50' -0" Y N I N W O E I 50' -0" f L C1 50' -0" . • A -1.1 TYP. I 50' -0" . 50' -0" i 0 -s- s 50' -0" 50' -0" O O 50' -0" FOUNDATION 50' -0" 11 PLAN o� ' - 0 " I y I A 03 _ 0) 2 to CODE COMM:JAME P :1 OW Of Tuimia _ 0) a 0 Lii_pre'89 M37022\87022018 \cos-Tukwila-S1.1-fndplan-192-87022018.dwg, 11-05-07, 9129cm, Wisp', 192 ER ARCH. EXIST. PLUMBING FIXTURE SCHEDULE - CONTRACTOR PROVIDED SYMBOL DESCRIPTION MFR. /MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES BACK FLOW I FLOOR SINK ZURN Z- 1902 -33 -2 2" 2" INDIRECT SINK WASTE, PORCELAIN ENAMELED 12" SQUARE EXTRA DEEP CAST IRON RECEPTOR. FLASHING COLLAR, DOME BOTTOM STRAINER AND 1/2 GRATE. 3/M -1 N/A ( D_ ) FLOOR CLEAN OUT ZURN ZN-1400-HD SEE PLAN AJUSTABLE FLOOR CLEANOUT, DURA - COATED CAST IRON BODY, WITH GAS AND WATERTIGHT ABS TAPERED THREAD PLUG, AND HEAVY DUTY TOP WITH POLISHED NICKEL BRONZE VENEER COVER. 5/M -1 41/M -1 N/A Ir (FCO FIXED AIR GAP FITTING ZURN ZARB-1025-2 2" 2" ALL PLAIN BRONZE BODY WITH 1 -1/2" SLIP JOINT INLET AND 2" NO-HUB OUTLET 30/M -1 COOLER D -9 ) N/A Sc PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. DRAIN lino NOT USED (- M.C. TO ROUGH IN PLUMBING FOR 2'X2' SAW CUT AS DIMENSIONED. COORDINATE WITH REFRIGERATION CONTRACTOR TO ,...SET DRAINS 1/2 EXPOSED FOR FINAL INSTALLATION. SEE REFRIGERATION DRAWINGS FOR DIMENSIONED EQUIPMENT AND DRAIN LOCATIONS. 10 LOCATE ALL FLOOR CLEAN OUTS OUTSIDE OF FORKLIFT DRIVE AISLE (UNDER RACKING OR WITHIN 18" OF WALL) FOR SALES FLOOR WASTE LINES SEE DETAIL 41/M-1 FOR CLEAN OUT OFFSET GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE - 1. NOT USED. 2. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES). 3. ALL VENTS ON THE COMBINATION WASTE & VENT SYSTEM SHALL BE SUPPLIED LWITH WALL CLEANOUTS. 4. ALL FLOOR SINKS AND FLOOR DRAINS THAT SERVE THE COMBINATION Wfi TE & VENT SYSTEM SHALL BE PROVIDED WITH A P -TRAP TWO SIZES LARGER THAN THE FLOOR DRAIN OR FLOOR SINK IT IS SERVING. 5. SEE EQUIPMENT SCHEDULE FOR TRAP ARM SIZE AND VENT SIZE. REF. DRAIN SIZE 0 D -7 2" ® D -7 3" FOR PLUMBING WORK I THIS AREA SEE "EXISTIN PRODUCE COOLER DEMO PLAN ", THIS SHEET AND "DAIRY COOLER WASTE VENT PLAN ", THIS SHE FOR PLUMBING WORK IN THIS AREA SEE "EXISTING ISLAND CASE & FREEZE DEMO PLAN ", THIS SHE AND "ISLAND CASE & FREEZER WASTE at VENT I PLAN ", SHEET THIS SHEET. FOR PLUMBING WORK IN THIS AREA SEE "PRODUCE COOLER WASTE & VENT PLAN" THIS SHEET. DEMO AND CAP EXIST. FLOOR SINK AS SHOWN. ( E)WCO (E)4" RECONNECT NEW DRAIN FROM MEAT CASE TO EXIST. D-7 FLOOR DRAIN APPROX. HERE. VERIFY SIZE AND LOCATION PRIOR TO WORK. O 0 • Igt l r i(E)3 l u (E) D -7 EXISITNG PRODUCE °(E)( D -2 COOLER DEMO PI'AN CONNECT NEW 4" WASTE TO EXIST'. 4" WASTE LINE APPROX. HERE. VERIFY SIZE AND LOCATION PRIOR TO WORK. ..: CWV T t 15-10" D -7 ( D -7) SHO I 106 (E) 0 IN CE COOLER (E)4 0 0 DAIRY COOLER WASTE AND VENT PLAN SCALE: 1/8" = 1' - PARTIAL FLOOR PLAN SCALE: 1/32" = 1'--0" (E)2" VTR (E)4" / 16' -6" (E)4" z CONNECT DAIRY COOLER CONDENSATE DRAIN TO EXIST. D -2 FLOOR DRAIN APPROX. HERE. VERIFY SIZE AND LOCATION PRIOR TO WORK. EIMEIMEIE ■ ■ ■ ■ ■■ ■ ••■111111 NEW CAKE DISPLAY EUU 1111 ■U■ MUM ■IIIIilJIIIfll•ItLIl II11[II ■.■ul■E■E■■■ .IM.IM...E..E EMEEMEMEEME I MIIMEM ♦E..M. DEMO EXIST. POPC RN AREA. M■■. SUN. ■- MEE.N..... NE ME ME ENNIO ME ME■■MEMEMEIM..■■■ .E■. MIN ME NI Q D -4 (E)WCO (E)4" 1 (E)2" E - 1 J► — - 2% SLOPE 0 j (E)FCO w 0 0 J V) E FCO DISPLAY CASE FLOOR SINK HALF EXPOSED ELEVATIO N FLOOR SINK D-7 SCALE: NONE ( E)WCO FINISH FLOOR 0 PRODUCE COOLER I 118 E)2 (E) " 24" M N FOR DRAINS REQUIRING BLOCK OUT SEE PLAN FOR LOCATION OUTLET SIZE® 0 0 3 FC0 (02" VTR w a. 0 In N (E)4" RUN CONDENSATE FROM TOP OF PRODUCE COOLER TO CLOSEST FLOOR DRAIN APPROX. HERE. VERIFY SIZE AND LOCATION PRIOR TO WORK. SCALE: 1/8" = 1' ---O" k SCALE: 1/8" = ' 2% SLO 2% SLO fi U PRODUCE COOLER WASTE AND VENT PLAN (E)4" (E) "" -) TD -1 E)2" VTR � '' 11 AMIE (E : FOOD FACTORY DEMO PLAN ,iIIHhI Illllih. r0r00r•rr1 i Immit• FLOOR SINK PROVIDE 1" MIN. AIR GAP (TYP -) RIM SET FLUSH PROVIDE OFFSET AS REQUIRED TO LOCATE DRAIN 1/2 EXPOSED COORDINATE WITH REFRIGERATION CONTRACTOR FOR FINAL LOCATION TRAP & ARM SIZE® 701-Azs A DEMO AND CAP AS SHOWN IF EXISTING. C3� (E D--4 SCALE: NONE (E)4 " REFRIGERATION CONTRACTOR TO MAKE FINAL CONNECTION AIR GAP FITTING CONC. CURB " VTR CAST IRON STAND PIPE UP THROUGH CURB (F)4" E)FCo CONDENSATE DRAIN ( D -9) SEE DETAIL ( E)WCO TRAP (E)3 CWV CONNECT NEW WASTE LINE TO EXIST. 4" WASTE APPROX. HERE. VERIFY SIZE AND LOCATION PRIOR TO WORK. 14' -11" 10' ---- -f (E)4s i3 i3" (E)3" VTR 5' -1" 21 -6 FCO 3 FCO 8' -3" J 4 -1 2" 0 F 1 d oo II I . it i i i 2" VTR PLUMBING LEGEND FCO A.F.F. CONT. TYP. CWV (E) SS WASTE /SANITARY SEWER (SS) VENT DEMO VENT THRU ROOF FLOOR CLEAN OUT ABOVE FINISH FLOOR CONTINUATION TYPICAL COMBINED WASTE & VENT EXISTING TO REMAIN SANITARY SEWER FREEZER WALL (N.I.C.) 1 PERFORATED VENT PIPE CAP 2" VENT PIPE UP THROUGH CURB F.F (E)3" VTR ISLAND CASE & FREEZER WASTE AND VENT DEMO PLAN SCALE: 1/8" = 1' -0" (TYP. OF 16) 0 -0 `TRANSITION FROM 2" TO 4" LOCATED BELOW SLAB SALES 103 2' -1" EXIST, SALES FREEZER I 103 I (E)3 vTF 6" 7' -9" / 10' -11" 20' -7" / 15' -10" / 26' -3" / 29' -5" ISLAND CASE AND FREEZER WASTE AND VENT PLAN SCALE: 1/8" = 1' -0" FINISHED FLOOR CAST IRON LONG SWEEP 1/4 BEND OR CAST IRON COMB, "Y" & 1/8 BEND. P TERIOR FLOOR CLEANOUT ALE: NONE 1,] 1 \ /8 C.I. BEND LONG SWEEPS � ELBOW TO EXTEND UP TO FINISHED FLOOR 45 SANITARY 'Y' TO OFFSET CLEANOUT LOCATION OUT OF DRIVE AISLES DEMO EXIST. FLOOR SINKS AND CAP AS SHOWN. 2% CWV DIRECTION OF FLOW C 1 II FCO 16' -7" APPROVED APR 1 8 X11136 i City Of Tukwila CLEANOUT COVER REQUIRED TO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP CLEANOUT COVER REQUIRED TO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP - CLEAN POLISH AFTER INSTALLATION CAST IRON EXTENSION SAME SIZE AS SEWER UP TO 4" DIAMETER NOTE: DO NOT LOCATE FCO IN AISLES OFFSET CLEANOUS AS REQUIRED CLEANOUTS MAY BE LOCATED: -BELOW RACKS - TO EXIT DOOR PATH - WITHIN 18" OF REFRIGERATED CASE OR EXTERIOR WALL BUILDING DRAIN SIZE PER PLANS SANITARY SEWER MAIN ON SALE FLOOR. COORDINATE LOCATION TO AVOID STRUCTURAL FOOTINGS AND 45' CONE BELOW FOOTING SALES FLOOR CLEAN OUT OFFSET DETAIL SCALE: NONE 5 NOV 15 2017; PERMIT CEN 1 L En W a ck ILA W . Z W ill 0 rdi N W 6 w 0 w 2 U --.= ri m „malt Fe PANEL: H1 480 / 277 VOLTS 3 PHASE 4 WIRE EXISTING 400 A CU BUS M.L.O. 22000 A.I.C. MIN. TOP FEED SURFACE MOUNT SQ -D NF CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE SUPPLY LIGHTING 2.73 BKR. A 20/1 1 2 20/1 2.28 HOLOPHANE * CCP COM 8(PLETE 4)XSBOSO43EP1UPLR1GPAF ASSEMBLY INCLUDING 2 ROWS OF LIGHTS, CABLE, HANGERS, BRACKETS AND STABILIZERS. LENGTH PER PLAN. SALES LIGHTING * SUPPLY LIGHTING 2 3.19 0.18 20/1 3 4 20/1 0.20 2.28 20/3 SALES LIGHTING * SUPPLY LIGHTING 20/3 20/1 3.64 20/1 5 6 20/1 0.20 2.28 SALES LIGHTING SUPPLY LIGHTING 2.73 20/1 20/1 7 8 20/1 1.15 SPARE SUPPLY LIGHTING 20/1 2.28 0.18 20/1 9 10 20/1 0.20 1.15 20/3 SPARE SUPPLY LIGHTING 20/1 20/1 1.82 20/1 11 12 20/1 0.20 0.90 SPARE SPARE 20/1 20/1 20/1 13 14 20/1 0.20 20/1 13 EMERGENCY LIGHTING 20/1_ 0.50 0.98 20/1 15 16 40/3 1.58 0.45 20/1 PRESSURE BOOST SYSTEM SPARE 20/1 20/1 1.22 20/1 17 18 20/1 1.32 20/1 17 SUPPLY LIGHTING 0.50 20/1 20/1 19 20 1.32 0.20 20/1 19 SUPPLY LIGHTING 20/1 2.00 0.18 20/1 21 22 20/3 1.54 0.50 20/1 POPCORN EF SPARE 20/1 20/1 0.31 20/1 23 24 SHOP IN PROD COOLER FAN (36) 1.05 20/1 23 SPARE 20/1 20/1 20/1 25 26 1.05 10.00 20/1 25 SUPPLY LIGHTING 20/1 2.00 0.98 20/1 27 28 45/3 0.75 10.00 20/1 SUBFEED T14 & P14 SPARE 20/1 20/1 0.80 20/1 29 30 20/1 1.85 10.00 29 SPARE 20/1 20/1 20/1 31 32 1.58 1.00 20/1 SPACE SPARE 20/1 0.25 0.89 20/1 33 34 15/3 1.00 20/1 SPACE SPARE 20/1 20/1 0.13 20/1 35 36 KVM PANEL 0.36 20/1 SPACE 36 5.00 20/1 1.06 37 38 0.12 10.00 20/1 37 SUBFEED TC 20/1 5.00 1.03 25/3 39 40 45/3 0.53 10.00 20/1 SUBFEED T1 40 20/1 20/3 5.00 20/1 41 42 20/1 0.20 10.00 41 SECTION 2 OF 2 HUSSMANN LIGHTING 3.19 7.27 15.37 KVA 15.3 KVA 13.21 KVA 20/1 43 44 20/1 3.19 8.51 KVA 4.04 HUSSMANN LIGHTING HUSSMANN LIGHTING 3.19 TOTAL PHASE B (KVA) 20/1 45 46 20/1 3.31 3.19 HUSSMANN LIGHTING HUSSMANN LIGHTING 5.18 3.19 20/1 47 48 20/1 TOTAL CONNECTED LOAD 25.73 KVA 3.19 HUSSMANN LIGHTING HUSSMANN LIGHTING 3.19 20/1 49 50 20/1 3.19 HUSSMANN LIGHTING HUSSMANN LIGHTING 3.19 20/1 51 52 1.44 HUSSMANN LIGHTING 3.19 20/1 20/1 53 55 54 56 15/3 1.44 1.44 POS FREEZER #2 FAN (4,5) * HUSSMANN LIGHTING 3.19 HUSSMANN LIGHTING 3.19 20/1 57 58 1.44 HUSSMANN LIGHTING 3.19 20/1 59 60 15/3 1.44 POS FREEZER #2 FAN (30,31) * HUSSMANN LIGHTING 3.19 20/1 61 62 1.44 HUSSMANN LIGHTING 3.19 20/1 63 64 15/2 1.30 POS FREEZER DRAIN PAN (4,5) * HUSSMANN LIGHTING 3.19 20/1 65 66 1.30 HUSSMANN LIGHTING 3.19 20/1 67 68 15/2 1.30 POS FREEZER DRAIN PAN (30,31) * HUSSMANN LIGHTING 3.19 20 1 69 70 1.30 HUSSMANN LIGHTING 3.19 20/1 71 72 0.75 HUSSMANN LIGHTING 3.19 20/1 73 74 15/3 0.75 COLD ZONE AIR CURTAIN * HUSSMANN LIGHTING 3.19 20/1 75 76 0.75 HUSSMANN LIGHTING 3.19 20/1 77 78 20/1 SPARE SPARE 20/1 79 80 20/1 SPARE • SPARE 20/1 81 82 20/1 SPARE SPARE 20/1 83 84 20/1 SPARE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 30.10 34.11 29.60 63.69 KVA 65.81 KVA 60 KVA 33.59 31.70 30.40 TOTAL CONNECTED LOAD 189.5 KVA 227 A PANEL: P14 208 / 120 VOLTS 3 PHASE 4 WIRE 100 A CU BUS M.L.O. 10000 A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT SQ -D NQOD CIRCUIT USE PHASE (KVA) (KVA) B CKT.CKT. BKR. PHASE (KVA) BKR. CIRCUIT USE A B C BKR. NO. NO. BKR. A B C CIRCUIT USE 2 0.20 0.94 HOLOPHANE * CCP COM 8(PLETE 4)XSBOSO43EP1UPLR1GPAF ASSEMBLY INCLUDING 2 ROWS OF LIGHTS, CABLE, HANGERS, BRACKETS AND STABILIZERS. LENGTH PER PLAN. 1 2 2 0.20 0.18 20/3 3 DROP CORD 20/3 0.20 0.94 20/3 3 4 20/3 20/1 0.20 0.18 DROP CORD 6 DAIRY COOLER FAN (23C) 0.20 0.94 5 6 1.40 20/1 0.20 7 8 0.20 1.15 7 8 20/1 0.18 0.18 20/1 DROP CORD DROP CORD 20/1 0.20 1.15 20/3 9 10 20/1 20/1 0.18 20/1 DROP CORD 12 20/1 0.20 0.90 11 12 20/1 20/1 0.18 DROP CORD SPARE * 20/1 0.20 20/1 13 14 20/1_ 0.18 0.98 20/1 DROP CORD PRODUCE COOLER LTS (M4) * 20/1 1.58 0.45 20/1 15 16 20/1 20/1 1.22 20/1 DELI FREEZER (E1) PRODUCE COOLER LTS (M4) * 20/1 1.32 20/1 17 18 20/1 20/1 0.30 DELI FREEZER LIGHTING (M4) PRODUCE COOLER LTS (M4) * 1.32 0.20 20/1 19 20 20/1 1.86 0.18 20/1 S/D FISH (E3) BAKERY FREEZER (B1) 30/2 1.54 0.50 20/1 21 22 20/1 20/1 0.31 20/1_ FISH ROOM (E4) BAKERY FREEZER LIGHTS (M4) SHOP IN PROD COOLER FAN (36) 1.05 20/1 23 24 20/1 20/1 1.32 FISH ROOM LIGHTING (M4) BAKERY FREEZER LIGHTS (M4) 1.05 1.92 20/1 25 26 20/1 0.31 0.98 20/1 FISH COUNTER (E6) ROLL IN BAKERY (B13) 20/1 0.75 1.92 20/1 27 28 20/1 20/1 0.80 20J1 FISH COUNTER LIGHTING (M4) DAIRY COOLER LIGHTS (M4) * 20/1 1.85 20/1 29 30 20/1 20/1 0.87 AGED BEEF (E7) DAIRY COOLER LIGHTS (M4) * 1.58 1.00 20/1 31 32 20/1 0.25 0.89 20/1 S/D DELI (E8) SPARE * 15/3 1.00 20/1 33 34 20/1 20/1 0.13 20/1 WASHROOM (E9) S/D MEAT (B6) KVM PANEL 0.36 20/1 35 36 20/1 20/1 1.06 DELI LIGHTING (M4) FLORAL COOLER (87) 0.12 1.92 20/1 37 38 20/1 1.06 1.03 20/1 DELI LIGHTING (M4) FLORAL LIGHTING (M4) 20/1 0.53 1.92 20/1 39 40 20/1 20/3 0.47 20/1 DELI CASES (El1) PRODUCE CLR ROLL -UP DR (M11) 20/1 0.20 15/1 41 42 20/1 8.57 7.27 15.37 KVA 15.3 KVA 13.21 KVA SPARE TOTAL PHASE A (KVA) 4.47 8.48 TOTAL CONNECTED LOAD 8.51 KVA 4.04 4.42 TOTAL PHASE B (KVA) TOTAL PHASE B (KVA) 4.80 6.72 8.11 KVA 12.01 KVA 3.31 5 TOTAL PHASE C (KVA) TOTAL PHASE C (KVA) 5.18 9.11 KVA 11.95 KVA 3.93 5.23 TOTAL CONNECTED LOAD 25.73 KVA 71 A 102 A PANEL: P11 208 / 120 VOLTS 3 PHASE 4 WIRE EXISTING 225 A CU BUS W/ 150A/3P MCB 1 ---�"" y a� %U' CIRCUIT USE PHASE A (KVA) B C BKR. CKT. CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE 3 y y . a 5 + BKR. 1.03 BKR. A B 1 2 DAIRY COOLER FAN (23A) 0.94 HOLOPHANE * CCP COM 8(PLETE 4)XSBOSO43EP1UPLR1GPAF ASSEMBLY INCLUDING 2 ROWS OF LIGHTS, CABLE, HANGERS, BRACKETS AND STABILIZERS. LENGTH PER PLAN. 20/1 DAIRY AIR DOOR (M22) ** 2 1.03 0.18 20/3 3 4 20/3 0.94 MEAT SAW 2HP #8 3 4 20/1 1.03 0.18 5 6 DAIRY COOLER FAN (23C) 0.94 20/1 FREEZER #2 MULL LTS ** 1.40 20/1 20/1 7 8 20/1 1.15 SPARE * FREEZER #2 MULL LTS ** 8 1.40 0.18 20/1 9 10 20/1 1.15 SPARE * FREEZER #2 MULL LTS ** 10 20/1 1.40 20/1 11 12 20/1 0.90 M/D PRODUCE (E14 SYS 31 FAN BELT 1.00 20/1 20/1 13 14 20/1 0.20 FIRE SUPRESSION CTRL RELAY SYS 9 FAN DELI PREP 14 1.00 0.98 20/1 15 16 20/1 0.45 M/D DELI (E15) LIGHTS DELI 16 20/1 1.00 20/1 17 18 20/1 0.18 ROOF RECEPTACLE FREEZER #2 DOOR HTR ** 1.92 20/1 20/1 19 20 20/1 0.20 RELAYS FREEZER #2 DOOR HTR ** 20 1.92 0.18 20/1 21 22 30/2 0.50 DROP CORD FREEZER #2 DOOR HTR ** 22 20/1 1.92 20/1_ 23 24 SHOP IN PROD COOLER FAN (36) 0.50 20/1 FREEZER #2 DOOR HTR ** 1.92 20/1 20/1 25 26 20/1 1.92 HEAT TAPE (M3) FREEZER #2 DOOR HTR ** 26 1.92 0.98 20/1 27 28 20/1 1.92 HEAT TAPE (M3) FREEZER #2 DOOR HTR ** 28 20/1 1.92 20J1 29 30 20/1 1.92 HEAT TAPE (M3) FREEZER #2 DOOR HTR ** 1.92 20/1 20/1 31 32 HEAT TAPE 1.00 20/1 FREEZER #2 DOOR HTR ** 32 1.30 0.89 20/1 33 34 15/3 1.00 TF -1 SPARE * 34 20/1 20/1 35 36 KVM PANEL 1.00 20/1 SPARE * 36 20/1 20/1 37 38 20/1 1.92 HEAT TAPE (M3) SPARE * 38 1.03 20/1 39 40 20/1 1.92 HEAT TAPE (M3) SPARE * 40 20/3 20/1 41 42 20/1 0.50 EXIST. LOAD TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 9.19 8.57 7.27 15.37 KVA 15.3 KVA 13.21 KVA 6.18 6.73 5.94 8.48 TOTAL CONNECTED LOAD 43.88 KVA 121 A 4.42 PANEL: P2 208 / 120 VOLTS 3 PHASE 4 WIRE EXISTING 225 A CU BUS 150A/3P MAIN TYPE PHASE NUMBER CKT.CKT. MOUNT PHASE REMARKS CIRCUIT USE A B C BKR. NO. NO. BKR. A B C CIRCUIT USE DAIRY COOLER FAN (23A) 1.15 HOLOPHANE * CCP COM 8(PLETE 4)XSBOSO43EP1UPLR1GPAF ASSEMBLY INCLUDING 2 ROWS OF LIGHTS, CABLE, HANGERS, BRACKETS AND STABILIZERS. LENGTH PER PLAN. 20/1 1 2 20/1 0.18 ALL PARTS SUPPLIES WITH FIXTURES, E.C. ASSEMBLE AND HANG. CONVIENCE OUTLET DAIRY COOLER FAN (239) 1.15 20/1 3 4 20/1 0.18 CONVIENCE OUTLET DAIRY COOLER FAN (23C) 1.15 20/1 5 6 20/1 0.89 MEAT ISLAND FAN (39) DAIRY COOLER FAN (35A) 1.15 20/1 7 8 20/1 0.18 CONVIENCE OUTLET DAIRY COOLER FAN (35B) 1.15 20/1 9 10 20/1 0.18 CONVIENCE OUTLET DAIRY COOLER FAN (35C) 1.15 20/1 11 12 20/1 1.20 DELI ISLAND FAN (37) SHOP IN PROD COOLER FAN (24) 1.15 20/1 13 14 20/1 0.98 DELI ISLAND LTS (37) SHOP IN PROD COOLER FAN (24) 1.15 20/1 15 16 20/1 0.98 DELI ISLAND LTS (37) SHOP IN PROD COOLER FAN (24) 1.15 20/1 17 18 20/1 0.18 CONVIENCE OUTLET SHOP IN PROD COOLER FAN (36) 1.15 20/1 19 20 20/1 0.18 CONVIENCE OUTLET SHOP IN PROD COOLER FAN (36) 1.15 20/1 21 22 20/1 1.20 DELI ISLAND FAN (37) SHOP IN PROD COOLER FAN (36) 1.15 20/1 23 24 20/1 0.98 DELI ISLAND LTS (37) M/D DELI (8) 0.76 20/1 25 26 , 20/1 0.98 DELI ISLAND LTS (37) BAKERY CAKE CASE (25) 0.58 20/1 27 28 20/1 0.18 CONVIENCE OUTLET HEAT TAPE 1.92 20/1 29 30 20/1 0.18 CONVIENCE OUTLET HEAT TAPE 1.92 20/1 31 32 20/1 0.89 MEAT ISLAND FAN (40) THRESHOLD HEATER 1.00 20/1 33 34 20/1 1.54 MEAT PREP (12) KVM PANEL 0.20 20/1 35 36 20/1 0.77 MEAT PREP (12) POS FREEZER #2 DOOR HEATER (M2) 1.20 20/1 37 38 1.03 POS FREEZER LTS (M23) 0.54 20/1 39 40 20/3 1.03 PRODUCE AIR -DOOR (M22) SPARE 20/1 41 42 1.03 TOTAL PHASE A (KVA) 8.48 12.9 KVA 4.42 TOTAL PHASE B (KVA) 6.72 12.01 KVA 5 �w FOR TOTAL PHASE C (KVA) 6.72 11.95 KVA 5.23 cod liANCE 1 TOTAL CONNECTED LOAD 36.86 KVA 102 A CODE LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS `- ' LITHONIA OR LUMARK THR-400M-PA22-277 TO MATCH EXISTING SYLVANIA MP400 /BU MH PENDANT/ CHAIN 455 BOTTOM OF FIXTURE +23' A.F.F. PROVIDE SAFETY HOOKS, FLEXIBLE WIRING SYSTEM & WIRING ACCESSORIES AS REQUIRED. (SEE DETAIL) Al LITHONIA OR LUMARK THR-400M-PA22-277-QTR TO MATCH EXISTING SYLVANIA MP400 /BU MH & 1 -250W QUARTZ 455 O HOLOPHANE * CCP COM 8(PLETE 4)XSBOSO43EP1UPLR1GPAF ASSEMBLY INCLUDING 2 ROWS OF LIGHTS, CABLE, HANGERS, BRACKETS AND STABILIZERS. LENGTH PER PLAN. 3 T8 PENDANT 88 MOUNT CO 10'.0" A.F.F. W/ AIRCRAFT CABLES. PROVIDE ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. ALL PARTS SUPPLIES WITH FIXTURES, E.C. ASSEMBLE AND HANG. WEN■ SEE ENLARGED PLAN H TH U LCC- - 4 mIImm I IIIIIIII EXIST PIG TRANSFORM R TP 1 AREA OF W MI ME ■N...•. ■...... RK 4 0 i 0 0 0 0 0 0 AREA OF WORK TYP. ME NI UUUII 0 ■I■■ ■EM■ ■■MM=1■■■■■■■■ ■ ■ • NNW ■ IN TIP. 0 0 AREA OF WORK SCALE: 1/16" = r -o SCALE: 1/16" = 1' -0" 0 0 AREA OF WORK 0 0 0 F #10 0 0 0 TYPICAL OF "' I 8 / o 3 ASSEMBLE AND IN STALL COMPLETE' SYSTE 1 0 0 EXISTING PANEL P11 EXISTING TRANSFORMER TP14 EXISTING PANEL P14 4 PARTIAL FLOOR PLAN 0 0 0 0 0 0 * NEW LOAD III 0 0 0 x x 0 0 0 I■ 0 0 0 0 0 o rt 0 0 0 0 0 0 FUNCTION (SKYLIGHT) SALES AREA 1ST GROUP OFF CIRCUITS #'S H1/1 H1/11 H1/2 e 0 m EXISTING LIGHTING CONTROL CENTER LCC-6 COSTCO WHOLESALE. TUKWILA, WA FUNCTION SALES AREA 2ND GROUP OFF CIRCUITS #'S H1/3 H1/7 H1/4 * e 0 m m 0 FUNCTION SALES AREA 3RD GROUP OFF CIRCUITS #'S H1 /5 ® H1/9 H1/43 e 0 0 0 0 B H1/6 * GENERAL NOTES 1. UNDERGROUND CONDUITS SHALL BE AT LEAST 24" BELOW SLAB. 2. MINIMUM WIRE & CONDUIT SIZE ARE #12 CU & 1/2 "C. TYP. 3. NO ALUMINUM WIRE ALLOWED. 4. ALL BREAKER AIC RATINGS TO MATCH PANEL AIC RATINGS. 5. ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PER THEIR LISTING OR LABELING. 6. APPLICABLE CODE: NEC 2005 AND LOCAL AMENDMENTS. 7. ALL EQUIPMENT AND ELECTRICAL DEVICES ARE PROVIDED BY GENERAL /ELECTRICAL CONTRACTOR THRU GRAYBAR UNLESS OTHERWISE NOTED: ELECTRICAL DEMOLITION NOTES ELECTRICAL CONTRACTOR SHALL REFER TO THE OWNER'S AGENT DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING BUILDING DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. RELOCATE /REROUTE EXISTING ELECTRICAL DEVICES, FEEDERS THAT ARE NOT AFFECTED BY THE REMODEL AS REQUIRED. REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED NOT TO INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT • FOR WORK SCHEDULE. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR OWNER'S NORMAL OPERATION AS REQUIRED. E.C. TO PROVIDE GROUND CONDUCTOR, SIZED PER NEC FOR ALL FEEDERS AS REQUIRED BY LOCAL CODE. ELECTRICAL LEGEND 0 EXISTING LIGHTING FIXTURE REMOVE LIGHTING FIXTURE RtJ E.C. 0 REMOVE & RELOCATE LIGHTING FIXTURE BRANCH PANEL ELECTRICAL CONTRACTOR NEW FLUORESCENT LIGHT FIXTURE SINGLE POLE SWITCH, +42" 0 FIXTURE TYPE 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 C DIC METALLIC O PLASTIC H CONDUIT 1 /2 "C ISOLATED GROUND OR GROUND CONDUCTOR * NO SUBSTITUTIONS ALLOWED. MEZZ. 2 - ENLARGED PLAN SCALE: 1/8" = 1' -O" ELECTRICAL PLAN NOTES: Q REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA (SEE ARCHITECTURAL PLAN) TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. ® E.C. TO CONNECT NEW HID LIGHT FIXTURE TO EXISTING FIXTURE. FIELD VERIFY EXISTING CIRCUIT. MAKE SURE ADDED FIXTURE WILL NOT OVERLOAD EXISTING CIRCUIT. ONLY MAXIMUM 8 FIXTURES ALLOWED PER CIRCUIT. FIELD VERIFY PRIOR TO BID. NOTIFY ENGINEER IMMEDIATELY IF THERE IS ANY CONFLICT. 0 E.C. TO REUSE EXISTING CIRCUIT IN EXISTING PANEL H8 FOR NEW MEAT ISLAND LIGHTING. FIELD VERIFY EXISTING CONDITION. ® E.C. TO REUSE EXISTING CONTACTORS OR PROVIDE NEW CONTACTORS FOR NEW CIRCUITS IN EXISTING LCC -6 AS SHOWN. VERIFY EXISTING CONDITION /SPACE. U- -CLAMP UNISTRUT LOCKED HOOKS (SEE SIDE VIEW LIGHTING FIXTURE SCHEDULE) NgTES; NO SCALE ROOF ® E.0 TO REMOVE EXISTING HID LIGHT FIXTURE. EXTEND EXISTING FEEDER FOR CONTINUITY. DO NOT CUT FLEXIBLE WIRING. PROVIDE NEW FLEXIBLE WIRING AS REQUIRED. E.C. HAS AN OPTION TO REUSE EXISTING FIXTURES IF THEY ARE IN GOOD CONDITION. OTHERWISE, PROVIDE NEW TO MATCH EXISTING. REPLACE LAMP & CLEAN REFLECTOR IF REUSE. INSULATION w4rii AA"' ■. I A M r IF ANY CONFLICTS OCCUR WITH TRUSSES, COORDINATE FIXTURE RELOCATION WITH ARCHITECT /ENGINEER. E.C. HAVE THE OPTION TO USE CHAIN OR PENDANT STEM. E.C. SHALL PROVIDE ALL MATERIALS NECESSARY FOR MOUNTING FIXTURE. PROVIDE STAINLESS STEEL STRANDED SAFETY CABLE. SECURE BETWEEN FIXTURE /BALLAST BODY AND THE NEAREST BUILDING STRUCTURE MEMBER. TYPICAL ALL H.I.D.'S STEEL TRUSSES 5' ON CENTER VERIFY W /ROOF SHOP DRAWINGS. SAFETY CABLE UNISTRUT #P3300 (1 -5/8" X 7/8 ") WITH U -CLAMP TO TRUSS - 2 PLACES. FLEXIBLE WIRING SYSTEM BOTTOM OF FIXTURE +22' A.F.F. TYPICAL. ADJUSTABLE CHAIN HANGER TO MEET 22' FIXTURE CLEARANCE HEIGHT. H. I. D. FIXTURE MOUNTING DETAIL * NEW LOAD. PROVIDE BREAKER AS SHOWN. E.C. TO DEMO EXISTING LOAD. PROVIDE NEW BREAKER FOR NEW LOAD AS SHOWN * REVISED LOAD. ** NEW LOAD. E.C. TO PROVIDE NEW BREAKER AS REQUIRED * REVISED LOAD. E.C. TO PROVIDE NEW BREAKER AS REQUIRED. n oP 1 �e RECEIVED NOV 15 2007 PERMIT CENT && Ifi Y 0 w 0 2 0 Q 0 0 1 4 W F 0) I b 411 8 rag a 7X.75 iM ,n arr. r.. iuU ra .247571:9 0177 kM 4 w • • (E) 54' GEX /CPEX BAKERY ISLAND r AREA 0 (N) 12'4" NPFLHP BAKS;RY \\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \\ \\\ \ \\ \ \ \ \\ \ \ \ \1 \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \A \ \ \ \\\ \ \\ \\\ \ \ \ \\ \\ \ \\ \\ \\\ \u\ \ \\\ 10'-q 1/2" 1Q' -2" L EFA -340 (E) GELATO PREP 147 50 FT x 10' H (N) SHOIL I N PRODUCE COOLER 1,b00 50. FT. x 18'H. X DEGREE BOX EFA -340 10'x10' OPENING NV HCR AIR CURTAIN 25 45' @7" AREA 0 EFA -340 EFA -340 4 0 PROPUGE GOOLER PLAN (E) BAKERY COOLER 400 50 FT x 10' H 50'_0" BAKERY PLAN /\OR 10'-el 1/2" ( E) BAKERY FREEZER 560 50 FT x 10' H 25' -4 1 /2" 1 /a" D COVERED ON 9 SIDED KITH SHEET METAL TO MATGH GA5E. PROVIDED BY MF6R. 1/2°x1/2' L.- BRACKET PROVIDED BY INSTALLER. CLOSE OFF PANEL. 1'O BE FIELD NOTCHED FOR STORE COLUMN AS REaUIREP. SIZES VARY PLAN VIEW SIDE VIEW cra ISLAND CLOSE -OFF PANEL SCALE NONE MSHP MEAT /DELI ROUND STEEL BUMPER K6 MEAT DUAL TEMP FNG MEAT DUAL TEMP N3HM6HP M/D DELI N2M6HP 2 -TIER DELI C- CHANNL. STEEL. EUMPEf FIELD SET AT APFROX. 1/2" FIiROM CASE N61 ?HPM DELI PRODUCE ZINO BUMPER DETAIL 5CALE NONE 2 NOTES 1. TYLER TO FURNISH BUMPERS TO THEIR CONTRACTORS. INSTALLED BY REFRIGERATION INSTALLATION CONTRACTOR. BUMPERS TO BE INSTALLED IN FRONT AND /OR NEXT TO ALL CASES (SEE DETAIL 2) . 2. SEE ARCHITECTURAL DRAININGS FOR CURBS IN AND /OR AROUND REFRIGERATED BOXES. 3, COLUMNS IN BOXES TO SE INRAPPED WITH WHITE EMBOSSED STEEL AND DIAMOND PLATE AT 4' -0" AFF. TYPICAL OF FOUR IN THE MEAT PREF. SEE PANEL DINGS FOR ADDITIONAL DETAILS AND REQUIREMENTS. 4. ALLOW 2' -0" CLEARANCE ABOVE NOTED INTERIOR COOLER HEIGHT FOR STRUCTURAL STEEL 5. CLOSURES /FILLERS FOR ANTHONY WINDOAS TO BE BRIGHT STAINLESS PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. 6A.DIAMOND PLATE 4' H. X 16' LONG. 6B.TW0 DIAMOND PLATE 4' X 8' SHEETS BEHIND GRINDERS. 6G.DIAMOND PLATE BEHIND SKEWERS (SEE MEAT MGR.) F.V. SIZES. 60.DIAMOND PLATE 3' x LENGTH OF BOX END HALL. 6E.55 PANEL SKIN ON EXPOSED PANELS IN ROTISSERIE BY PANEL MFG. 7. SEE GOSTGO SPEC FOR REQUIRED MATERIALS AND METHODOLOGY FOR SANITATION COMPLIANCE IN PREP AREAS. 8. 5' TALL DIAMOND PLATE CORNER GAURD SUPPLIED BY A.I. MANUFACTURER AND FIELD INSTALLED BY REFRIGERATION CONTRACTOR, NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOCATION OF PANELS PRIOR TO INSTALLATION (21 ANTI -GVr PANELS rw � L_ O O - -- AREA W-6" " f L_ —J OR< MEGRAN I GAL ROOM 1 Is r A z � " MECHANICAL ROOM 2 4 24'4" 0 1 0 0 L J r L r r L d 0 a N yr tY 1A (E) DELI COOLER 575 Si. FT. F, tO____ 1:Lr r � ( E /M) SHOP-I DAIRY COOLER 888 5Q FT x +56 DEGREE S L I AREA 0 t L 7 %" NEAGH -IN DOORS A A A A A < A A A A A A A A A A A A A A \ f \ f \ f \ / \ f \ / \ f \ / \ f \ / \ f \ f \ / \ f \ f • / \ f \ / \ f \ _�_�_ _ -.�_ _ _- s_ �. (N) 8'4" N3HMCHP MID DELI 1j Ic ge i Ic'1,1 (N) S'4" NSHMGHP M/D DELI L ,nv Y Y Y y Y Y (21) 3 tu ❑ 1- 0 N z 0 10'-2" (N) 8 NHMGHP M/D DELI IGBg4iI (N) 8'4" N3HM6HP M/D DELI (E) POS COOLER 1 , 216 SF). FT. X 18' H, (E) P05 FREEZER #1 1,216 50. FT. X IS' H. I 64'_0" (EM) FOB 1,216 50. FT. X 18' H. \ \y \y \ \y \ \ \ \y "x65" REACH -IN D00R5 - 10' -4" Lu L1 ;1 0 N IIIIIIIIIIII IRO I ( N ) 8'4" NHMGHP 5/D MEAT 0 z 10' -2" I�) • I Y Y y N 1 I I 1 1 .J 1 I 11 (N) 8' 4" NHMGHP ( N) 8 NHMGHP 5/D MEAT 5/2 MEAT I R$�i6 I (N) S' 4" NHMGHP S/D MEAT I ' tO 0 z FRESH LINE /POINT OF SALES PLAN 1 15'_6" J w b NHMGHP 5/D DELI • 1 H AREA 0 r� P'-1 ti�17 --ys.q L r LFA -11CAE LEA -1GOAE (E) DELI PREP 400 SO. FT. (E) ROT I5SERIE CHICKEN (EM) MEAT PREP 1,7Q1 50. FT. D (E) 20'4" DtE M/D DELIS (E) MEAT COOLER 1,031 SQ. FT. X 10' H. J A OR< to ca B5'-4 1/2" LFA -110AE 1.11 WI/IM -r 1 PARTIAL FLOOR PLAN SCALE: pLpN gET R 711R ¶U C eQ . 1 m — 1 0' H X RECEIVED ;'r NOV 15 2007 PERMIT CENTER POINT OF SALE /FRE5H.PRO RAM 1/8 " -1' -0" J U7 c0 N N 0 cn 0 0 ILI I ' LU ILI 0 0 0 Ck r o X 0 w 11 J = a U w I- 0 t- o a3 5 W a R -1 11 DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION 10/24/01 MJM NIHMeHP BOHNEMANN r 1 L J . ( E) RACK G (E) 54' GEX /CPEX BAKERY ISLAND r AREA 0 (N) 12'4" NPFLHP BAKS;RY \\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \\ \\\ \ \\ \ \ \ \\ \ \ \ \1 \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \A \ \ \ \\\ \ \\ \\\ \ \ \ \\ \\ \ \\ \\ \\\ \u\ \ \\\ 10'-q 1/2" 1Q' -2" L EFA -340 (E) GELATO PREP 147 50 FT x 10' H (N) SHOIL I N PRODUCE COOLER 1,b00 50. FT. x 18'H. X DEGREE BOX EFA -340 10'x10' OPENING NV HCR AIR CURTAIN 25 45' @7" AREA 0 EFA -340 EFA -340 4 0 PROPUGE GOOLER PLAN (E) BAKERY COOLER 400 50 FT x 10' H 50'_0" BAKERY PLAN /\OR 10'-el 1/2" ( E) BAKERY FREEZER 560 50 FT x 10' H 25' -4 1 /2" 1 /a" D COVERED ON 9 SIDED KITH SHEET METAL TO MATGH GA5E. PROVIDED BY MF6R. 1/2°x1/2' L.- BRACKET PROVIDED BY INSTALLER. CLOSE OFF PANEL. 1'O BE FIELD NOTCHED FOR STORE COLUMN AS REaUIREP. SIZES VARY PLAN VIEW SIDE VIEW cra ISLAND CLOSE -OFF PANEL SCALE NONE MSHP MEAT /DELI ROUND STEEL BUMPER K6 MEAT DUAL TEMP FNG MEAT DUAL TEMP N3HM6HP M/D DELI N2M6HP 2 -TIER DELI C- CHANNL. STEEL. EUMPEf FIELD SET AT APFROX. 1/2" FIiROM CASE N61 ?HPM DELI PRODUCE ZINO BUMPER DETAIL 5CALE NONE 2 NOTES 1. TYLER TO FURNISH BUMPERS TO THEIR CONTRACTORS. INSTALLED BY REFRIGERATION INSTALLATION CONTRACTOR. BUMPERS TO BE INSTALLED IN FRONT AND /OR NEXT TO ALL CASES (SEE DETAIL 2) . 2. SEE ARCHITECTURAL DRAININGS FOR CURBS IN AND /OR AROUND REFRIGERATED BOXES. 3, COLUMNS IN BOXES TO SE INRAPPED WITH WHITE EMBOSSED STEEL AND DIAMOND PLATE AT 4' -0" AFF. TYPICAL OF FOUR IN THE MEAT PREF. SEE PANEL DINGS FOR ADDITIONAL DETAILS AND REQUIREMENTS. 4. ALLOW 2' -0" CLEARANCE ABOVE NOTED INTERIOR COOLER HEIGHT FOR STRUCTURAL STEEL 5. CLOSURES /FILLERS FOR ANTHONY WINDOAS TO BE BRIGHT STAINLESS PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. 6A.DIAMOND PLATE 4' H. X 16' LONG. 6B.TW0 DIAMOND PLATE 4' X 8' SHEETS BEHIND GRINDERS. 6G.DIAMOND PLATE BEHIND SKEWERS (SEE MEAT MGR.) F.V. SIZES. 60.DIAMOND PLATE 3' x LENGTH OF BOX END HALL. 6E.55 PANEL SKIN ON EXPOSED PANELS IN ROTISSERIE BY PANEL MFG. 7. SEE GOSTGO SPEC FOR REQUIRED MATERIALS AND METHODOLOGY FOR SANITATION COMPLIANCE IN PREP AREAS. 8. 5' TALL DIAMOND PLATE CORNER GAURD SUPPLIED BY A.I. MANUFACTURER AND FIELD INSTALLED BY REFRIGERATION CONTRACTOR, NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOCATION OF PANELS PRIOR TO INSTALLATION (21 ANTI -GVr PANELS rw � L_ O O - -- AREA W-6" " f L_ —J OR< MEGRAN I GAL ROOM 1 Is r A z � " MECHANICAL ROOM 2 4 24'4" 0 1 0 0 L J r L r r L d 0 a N yr tY 1A (E) DELI COOLER 575 Si. FT. F, tO____ 1:Lr r � ( E /M) SHOP-I DAIRY COOLER 888 5Q FT x +56 DEGREE S L I AREA 0 t L 7 %" NEAGH -IN DOORS A A A A A < A A A A A A A A A A A A A A \ f \ f \ f \ / \ f \ / \ f \ / \ f \ / \ f \ f \ / \ f \ f • / \ f \ / \ f \ _�_�_ _ -.�_ _ _- s_ �. (N) 8'4" N3HMCHP MID DELI 1j Ic ge i Ic'1,1 (N) S'4" NSHMGHP M/D DELI L ,nv Y Y Y y Y Y (21) 3 tu ❑ 1- 0 N z 0 10'-2" (N) 8 NHMGHP M/D DELI IGBg4iI (N) 8'4" N3HM6HP M/D DELI (E) POS COOLER 1 , 216 SF). FT. X 18' H, (E) P05 FREEZER #1 1,216 50. FT. X IS' H. I 64'_0" (EM) FOB 1,216 50. FT. X 18' H. \ \y \y \ \y \ \ \ \y "x65" REACH -IN D00R5 - 10' -4" Lu L1 ;1 0 N IIIIIIIIIIII IRO I ( N ) 8'4" NHMGHP 5/D MEAT 0 z 10' -2" I�) • I Y Y y N 1 I I 1 1 .J 1 I 11 (N) 8' 4" NHMGHP ( N) 8 NHMGHP 5/D MEAT 5/2 MEAT I R$�i6 I (N) S' 4" NHMGHP S/D MEAT I ' tO 0 z FRESH LINE /POINT OF SALES PLAN 1 15'_6" J w b NHMGHP 5/D DELI • 1 H AREA 0 r� P'-1 ti�17 --ys.q L r LFA -11CAE LEA -1GOAE (E) DELI PREP 400 SO. FT. (E) ROT I5SERIE CHICKEN (EM) MEAT PREP 1,7Q1 50. FT. D (E) 20'4" DtE M/D DELIS (E) MEAT COOLER 1,031 SQ. FT. X 10' H. J A OR< to ca B5'-4 1/2" LFA -110AE 1.11 WI/IM -r 1 PARTIAL FLOOR PLAN SCALE: pLpN gET R 711R ¶U C eQ . 1 m — 1 0' H X RECEIVED ;'r NOV 15 2007 PERMIT CENTER POINT OF SALE /FRE5H.PRO RAM 1/8 " -1' -0" J U7 c0 N N 0 cn 0 0 ILI I ' LU ILI 0 0 0 Ck r o X 0 w 11 J = a U w I- 0 t- o a3 5 W a R -1 11 DIEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION 10/24/01 MJM NIHMeHP BOHNEMANN b ®@ 3 ® ®■ 1 9 `MINT I 1 i ® ID L 430 ® 4IP c' b ®@ 1 � I T ® ® ®■ 1 9 a 1 ■ SURFACE MO1Jr1T RIGID GONDU l J ABOVE F.0,5. ROOF PANEL TO .1 >X f • / FACTORY AIRI F.0.5. J--BOX MOUNT I N6 DETAIL r L 1 NOTE: I.) Ji— PDXC TO SE MOUNTED ABOVE P.O.S. ROOF PANEL THROUGH OUT. L 1 r AREA 0= /d0i�< DRY CONTACT ALARM RACK ALARM POINTS AT EACH RACK PRODUCE COOLER PLAN AL1 AL2 ALS ALARM COMPANY CONNECTION 50' -O" BAKERY PLAN CONNECTIONS FOR BUILDING ALARM COMPANY. ALARM TO SE TESTED PIOR TO PERISHABLE PRODUCT ARRIVAL. J SCALE NONE 2 LEGEND 0 REFRIGERATION SYSTEM 0 ELECTRICAL GALLOUT 9 JUNCTION BOX ® MT TEMPERATURE PROBE 2 CONDUCTOR BELPON GABLE TO MT ASSIGNED INPUT Q SOLENOID DUPLEX CONVENIENCE OUTLET THERMOSTAT GFI 8'x8" WATER TIGHT FLUORESCENT FIXTURE. PROVIDED AND INSTALLED BY REFRIG. ELECTRICAL CONTRACTOR. LITHONIA DM 2 6 16T8 HO 120 CA OR EQUAL ERGONOMIC LINEAR QUAD LAMP ELS H0- -1O1A INSTALLED BY REFRIGERATION ELECTRICAL SUB – CONTRACTOR. EM EMERGENCY LIGHTING. BALLAST TO BE REMOTE MOUNTED ON TOP OF THE BOX. BODINE (PART #1350) OR OTHER COSTCO APPROVED. NON –FUSED 4 POLE FAN DISCONNECT. 4TH POLE USED TO BREAK SOLENOID POWER FOR THAT SYSTEM. GROUND FAULT INTERRUPTER WEATHER –PROOF SWITCH, DISCONNECT MEANS r e AREA 0 rz- L 1. ALL JUNCTION BOXES FOR REACH –IN DOOR LIGHTS TO BE LOCATED ON MULLIONS. SEE DETAIL THIS SHEET. 2. OVERHEAD ELECTRICAL CONDUIT TO BE RUN INSIDE OF TRUSS WORK AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. ISLAND CONVENIENCE OUTLETS r PROVIDED AND INSTALLED BY REFiIG. ELECTRICAL CONTRACTOR. SEE LOCATION DETAILS THIS SHEET. 4. MEAT COOLER /PREP SWITCH LIGHTING -- PROVIDED AND INSTALLED BY REFRIG. ELECTRICAL CONTRACTOR. S. SURFACE MOUNT ALL CONDUIT FOR MEAT/ DELI /PRODUCE REFRIGERATED WALK -IN BOXES ON THE EXTERIOR ROOF OF THE WALK –IN BOXES. SEAL ALL PENNETRATIONS WITH PERMAGUM OR EQUAL. NOTE: SEE SHEET R -5 FOR ELECTRICAL LEGEND C i At q1 I r • a 111110 `y am 4-/ 0- AI N< P05 MULLION J –BO . SEE DETAIL 2 FOR MOUNTING INFO; TYP OF ALL NOTES NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOCATION OF PANELS PRIOR TO INSTALLATION 50'40" O C BNINY 1 I AREA Q= tQRK MECHANICAL ROOM 1 rRESH LINE /POINT of SALES PLAN Ia' -6" J — • ----t - r AREA 0 r _ --I AIR 0 WILL MOUNTED LIGHT ekSvc J 50' -0u ORK Ci) SGALE: I MECHANICAL ROOM 2 I 23 I �S3 0 85 COMMIANC nnrin t 1,u 1S AYR cct O Yur v BUIWING PARTIAL FLOOR PLAN : ELEGTRIGAL ts 1 1 /U" =1' -0° RECEWED NOV 15 2001 PERMIT CENTF J 0 0 6 4 v 0-i 2 p CD ▪ N (1) CO - 1 c Z X C•I ▪ ID C _N I� 0 0 c o n XLLll CY. ED tll 0 - 0 t5)� n- scThi 1k m O X 6 3 z z J R -2 a 1 I 1 (E) RACK G ■ SURFACE MO1Jr1T RIGID GONDU l J ABOVE F.0,5. ROOF PANEL TO .1 >X f • / FACTORY AIRI F.0.5. J--BOX MOUNT I N6 DETAIL r L 1 NOTE: I.) Ji— PDXC TO SE MOUNTED ABOVE P.O.S. ROOF PANEL THROUGH OUT. L 1 r AREA 0= /d0i�< DRY CONTACT ALARM RACK ALARM POINTS AT EACH RACK PRODUCE COOLER PLAN AL1 AL2 ALS ALARM COMPANY CONNECTION 50' -O" BAKERY PLAN CONNECTIONS FOR BUILDING ALARM COMPANY. ALARM TO SE TESTED PIOR TO PERISHABLE PRODUCT ARRIVAL. J SCALE NONE 2 LEGEND 0 REFRIGERATION SYSTEM 0 ELECTRICAL GALLOUT 9 JUNCTION BOX ® MT TEMPERATURE PROBE 2 CONDUCTOR BELPON GABLE TO MT ASSIGNED INPUT Q SOLENOID DUPLEX CONVENIENCE OUTLET THERMOSTAT GFI 8'x8" WATER TIGHT FLUORESCENT FIXTURE. PROVIDED AND INSTALLED BY REFRIG. ELECTRICAL CONTRACTOR. LITHONIA DM 2 6 16T8 HO 120 CA OR EQUAL ERGONOMIC LINEAR QUAD LAMP ELS H0- -1O1A INSTALLED BY REFRIGERATION ELECTRICAL SUB – CONTRACTOR. EM EMERGENCY LIGHTING. BALLAST TO BE REMOTE MOUNTED ON TOP OF THE BOX. BODINE (PART #1350) OR OTHER COSTCO APPROVED. NON –FUSED 4 POLE FAN DISCONNECT. 4TH POLE USED TO BREAK SOLENOID POWER FOR THAT SYSTEM. GROUND FAULT INTERRUPTER WEATHER –PROOF SWITCH, DISCONNECT MEANS r e AREA 0 rz- L 1. ALL JUNCTION BOXES FOR REACH –IN DOOR LIGHTS TO BE LOCATED ON MULLIONS. SEE DETAIL THIS SHEET. 2. OVERHEAD ELECTRICAL CONDUIT TO BE RUN INSIDE OF TRUSS WORK AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. ISLAND CONVENIENCE OUTLETS r PROVIDED AND INSTALLED BY REFiIG. ELECTRICAL CONTRACTOR. SEE LOCATION DETAILS THIS SHEET. 4. MEAT COOLER /PREP SWITCH LIGHTING -- PROVIDED AND INSTALLED BY REFRIG. ELECTRICAL CONTRACTOR. S. SURFACE MOUNT ALL CONDUIT FOR MEAT/ DELI /PRODUCE REFRIGERATED WALK -IN BOXES ON THE EXTERIOR ROOF OF THE WALK –IN BOXES. SEAL ALL PENNETRATIONS WITH PERMAGUM OR EQUAL. NOTE: SEE SHEET R -5 FOR ELECTRICAL LEGEND C i At q1 I r • a 111110 `y am 4-/ 0- AI N< P05 MULLION J –BO . SEE DETAIL 2 FOR MOUNTING INFO; TYP OF ALL NOTES NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOCATION OF PANELS PRIOR TO INSTALLATION 50'40" O C BNINY 1 I AREA Q= tQRK MECHANICAL ROOM 1 rRESH LINE /POINT of SALES PLAN Ia' -6" J — • ----t - r AREA 0 r _ --I AIR 0 WILL MOUNTED LIGHT ekSvc J 50' -0u ORK Ci) SGALE: I MECHANICAL ROOM 2 I 23 I �S3 0 85 COMMIANC nnrin t 1,u 1S AYR cct O Yur v BUIWING PARTIAL FLOOR PLAN : ELEGTRIGAL ts 1 1 /U" =1' -0° RECEWED NOV 15 2001 PERMIT CENTF J 0 0 6 4 v 0-i 2 p CD ▪ N (1) CO - 1 c Z X C•I ▪ ID C _N I� 0 0 c o n XLLll CY. ED tll 0 - 0 t5)� n- scThi 1k m O X 6 3 z z J R -2 a 2" OUTLET TRAP SET SPLASH RIM 3/4" ABOVE FINISH FLOOR TRAP 4 ARM FLOOR DRAIN DETAIL r L AREA I I L N l SCALE NONE 1 0 A0q< D2 (N) FLOOR SINK 1/2 EXPODED W/ 1/2 6RATE COVER 5EE ARCH. DRA65. 111 - - DIMENSIONS AS SHOWN ON PLUMBING FLAN KFLATE OF GAS OFP51=T SEND I P L REQ. FOR ADJUSTMENT KICKPLATD OF CASE U,... MN Ell ■'... ::ae'" MM EM MEN MINN NIN... 24" 24" X 24" DLOCK -OUT FINAL POUR TO DE MADE AFTER CASE 15 SET FLOOR SINK DETAIL i I AREA PRODUCE COOLER PLAN 26' --10 1/2" PAKERY PLAN K ( N) 1 il » w»nyvvWti» • SCALE 1 " : 1 ' -0' 1 J 2 F NISHED FLOOR CAST IRON EXTENSION SAME SIZE AS SE UP TO 5" DIAMETER 3" TRAP GLEANOUT COVER REQUIRED TO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP TRAP 4 ARM 18" MINIMUM SUILDIN6 DRAIN SIZE PER FLANS FUTURE FLOOR DRAIN DETAIL NOTE: SCALE NONE 3 ALL PLUMBING AND DRAIN LINES, FIXTURES, VALVES AND MISCELLANEOUS EQUIPMENT ARE PROVIDED AND INSTALLED BY G.G. ALL ABOVE GRADE CONDENSATE LINES BY REFRIGERATION CONTRACTOR. NOTE. NO DRAIN PIPING TO STUB OUT THE 1q' SIDE OF ANY POS BOX, NOTE: VENT PIPE PROVIDED BY GO PLUMBER TO HAVE MIN. 3" GAP FROM COOLER WALL TO EDGE OF VENT PIPE. r L N r PLUMBING GALLOUT PLUMBING STUB -UP 0-- CASE /COIL CONNECTION oz) 02 0 ( N) PLUMPING LEGEND T (N) • PLUMPING SCHEDULE COIL WASTE STUB --UP, SEE ARCHITECTURAL DRAWINGS MECHANICAL 5HEET FOR DETAIL. 12 "x12' FLOOR SINK. SEE ARCHITECTURAL DRAWINGS MECHANICAL SHEET FOR DETAIL. FUTURE FLOOR DRAIN. SEE ARCHITECTURAL DRAWINGS MECHANICAL SHEET FOR DETAIL. PVC PIPE WRAP. ALL PREP AREA CONDENSATE DRAIN LINES TO RECEIVE PROTO PVC WRAP OR OTHER COSTCO APPROVED, EXISTING FLOOR DRAIN AREA 0 —♦ (N) • ( N ) A 0K 21 1/2" D2 22 • q' - 5 1/2" • (N) (1\ (N) 2'-0 1/2" T' -q 20'-6 1/2" :71 26 ' _3" t ) I 10' -0 1/2" D2 02 NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOCATION OF PANELS PRIOR TO INSTALLATION 14' -11" ( N) NE- 10' -11" ( 15' -10" 2S' -b 1/2 • (N) 4 2crT 5 (N) D2 (2) ANTI- srf-ATPANS I I I � I L _= �.'�.1 (N) D2 N) 11 S • O O r 4 (N) ( E) 16 P2 FRESH LINE /POINT OF SALES PLAN IG' -6" AREA CF AORK MECHANICAL ROOM 1 15' -8 1/2" J U U co L N r 7 r --t ARE ®- AREA 0 /\ 0< ( N ) QK 16' -6 1/2" L J SCALE: MECHANICAL ROOM 2 • ( E) 1)(01 E COMP - c OW of S 4 PART IAL FLOOR PLAN,: PLUMBING 9- 9- 1 /S "T1' -0" F E NOV 15 2001 PERM UT CENTEk Q U r_ Z tr cn O z C a 00 r) O) a U) � 00 4 4 o O sz p CD a) (17). - N . Q h ' • V 2 X0`1 • C � I R 0 0 CL .__. 0 0 m a z J EL R -4 J F i 1� 1 i J (E) RACK G 2" OUTLET TRAP SET SPLASH RIM 3/4" ABOVE FINISH FLOOR TRAP 4 ARM FLOOR DRAIN DETAIL r L AREA I I L N l SCALE NONE 1 0 A0q< D2 (N) FLOOR SINK 1/2 EXPODED W/ 1/2 6RATE COVER 5EE ARCH. DRA65. 111 - - DIMENSIONS AS SHOWN ON PLUMBING FLAN KFLATE OF GAS OFP51=T SEND I P L REQ. FOR ADJUSTMENT KICKPLATD OF CASE U,... MN Ell ■'... ::ae'" MM EM MEN MINN NIN... 24" 24" X 24" DLOCK -OUT FINAL POUR TO DE MADE AFTER CASE 15 SET FLOOR SINK DETAIL i I AREA PRODUCE COOLER PLAN 26' --10 1/2" PAKERY PLAN K ( N) 1 il » w»nyvvWti» • SCALE 1 " : 1 ' -0' 1 J 2 F NISHED FLOOR CAST IRON EXTENSION SAME SIZE AS SE UP TO 5" DIAMETER 3" TRAP GLEANOUT COVER REQUIRED TO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP TRAP 4 ARM 18" MINIMUM SUILDIN6 DRAIN SIZE PER FLANS FUTURE FLOOR DRAIN DETAIL NOTE: SCALE NONE 3 ALL PLUMBING AND DRAIN LINES, FIXTURES, VALVES AND MISCELLANEOUS EQUIPMENT ARE PROVIDED AND INSTALLED BY G.G. ALL ABOVE GRADE CONDENSATE LINES BY REFRIGERATION CONTRACTOR. NOTE. NO DRAIN PIPING TO STUB OUT THE 1q' SIDE OF ANY POS BOX, NOTE: VENT PIPE PROVIDED BY GO PLUMBER TO HAVE MIN. 3" GAP FROM COOLER WALL TO EDGE OF VENT PIPE. r L N r PLUMBING GALLOUT PLUMBING STUB -UP 0-- CASE /COIL CONNECTION oz) 02 0 ( N) PLUMPING LEGEND T (N) • PLUMPING SCHEDULE COIL WASTE STUB --UP, SEE ARCHITECTURAL DRAWINGS MECHANICAL 5HEET FOR DETAIL. 12 "x12' FLOOR SINK. SEE ARCHITECTURAL DRAWINGS MECHANICAL SHEET FOR DETAIL. FUTURE FLOOR DRAIN. SEE ARCHITECTURAL DRAWINGS MECHANICAL SHEET FOR DETAIL. PVC PIPE WRAP. ALL PREP AREA CONDENSATE DRAIN LINES TO RECEIVE PROTO PVC WRAP OR OTHER COSTCO APPROVED, EXISTING FLOOR DRAIN AREA 0 —♦ (N) • ( N ) A 0K 21 1/2" D2 22 • q' - 5 1/2" • (N) (1\ (N) 2'-0 1/2" T' -q 20'-6 1/2" :71 26 ' _3" t ) I 10' -0 1/2" D2 02 NOTE: INSTALLATION CONTRACTOR TO VERIFY EXACT LOCATION OF PANELS PRIOR TO INSTALLATION 14' -11" ( N) NE- 10' -11" ( 15' -10" 2S' -b 1/2 • (N) 4 2crT 5 (N) D2 (2) ANTI- srf-ATPANS I I I � I L _= �.'�.1 (N) D2 N) 11 S • O O r 4 (N) ( E) 16 P2 FRESH LINE /POINT OF SALES PLAN IG' -6" AREA CF AORK MECHANICAL ROOM 1 15' -8 1/2" J U U co L N r 7 r --t ARE ®- AREA 0 /\ 0< ( N ) QK 16' -6 1/2" L J SCALE: MECHANICAL ROOM 2 • ( E) 1)(01 E COMP - c OW of S 4 PART IAL FLOOR PLAN,: PLUMBING 9- 9- 1 /S "T1' -0" F E NOV 15 2001 PERM UT CENTEk Q U r_ Z tr cn O z C a 00 r) O) a U) � 00 4 4 o O sz p CD a) (17). - N . Q h ' • V 2 X0`1 • C � I R 0 0 CL .__. 0 0 m a z J EL R -4 J FALSE COLUMN PIPE CHASE .040 ALUM K. AHT PVC JACKETED METAL LINE COVER C REFRIGERATION FIFES L r L AREA 0 NOTE: 1 oqK NoTt: 1.) BACK ILLIN6 COO AGTIT6 AND FINY5NI16 2.) REFRI6ERATIoN CONTRACTOR TO INSTALL INO FIFES AMP FITTIM66 TOGETHER WITH REFRIeERATIoN LINES. FINISHED FLOOR FOAM ofENIN6 AFTER REFRIGERATION LINES ARE INLSTAI.LED BY RErRa6ERATION CONTRACTOR, 6" PIA. MAX_ STUB (TYPICAL) d [ PYG PI:E SIZE PER PLAN aR AS REGUIRED HIGH POINT TO ESE 8' BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1 /S" /FT. PITCH IN DIRECTION OF PLOD. SCALE NONE 5 REFRIGERATION LINES IN PVC ScALE NONE 2 PIPE CRADLE LAYOUT SCAL NQNE PRODUCE COOLER FLAN 1ZFRISERATI BAKERY PLAN AREA Cr_ AO K 1 J TYPICAL REFRIGERATION 6UcTIoN/LI0.49 LINE AI�MAF�X o R APPR01lE �PI�E INSULATION INSUSUARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGERS REFRIGERATION SUPPORT SCHEDULE (ALL PIPING & REFIERATION AND DETAIL FOR HAN6IN6 SPECS. ELECTRICAL I TO F FOLLLOW PLUMBING EA 8 HT I N6 LINES WHEN POSSIBLE) . THREAD ROD 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TC0 VERIFICATION FORM SIGNOFF IS REQUIRED. 3.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING, 5.) KEEP REFRIGERATION P I P I N G RUNS CLEAR OF MEZZANINE ROOF HATCH AGGE55. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE NIITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE, BRASS TO COFFER JOINTS SHALL BE MADE WITH "EASY —FLOW" OR APPROVED EQUAL, AREA 0 D n 0 El m m OR( LINE SIZE LEGEND 1 /S' 1 /S" 1 /S" 1/5' 1 /S" 1/S' 1 /S' x 4 = 1/2" x 5 = 5/8" x 7 = 1 /5" x cI Y 1 1 /5" x 11 = 1 3/5" x 15 = 1 5/5" x 172 1/5" r LEGEND R1FRI6ERATION SYSTEM OVERHEAD LIQUID LINE UNDERGROUND LIQUID LINE +0--- UNIT CONNECTION NOTE: INSTALLATION CONTRACTOR © TOLt I I CWA7 kTION OF PANELS PRIOR TO INSTALLATION HAND VALVE (s) ANTI- SPE+IT FX155 Iw pO SOLENOID 50'-0" 11 AREA 0 L 1 FRESH LINE /POINT OP SALES PLAN 1c7' -6" / `Q K MECHANICAL ROOM 1 1 U --U J J L 4 r � S TO BAKERY AREA 01 r --I- AREA 50' -0" 0K o Al2 QK fT L J H p ./Z aBc —0- Ralie CO compuiksce‘ \\ ter_ I'Ve..Ala PARTIAL FLOOR PLAIN, : LIQUID LINES SCALE: 1/5 " =1' G erb 9 tG r c ,. "- J NOV 15 2001 PFRMIT z 0 CC CD CC 2 0 cc I- 2 0 Z D_ aI- 4 U O 2 0 0) uD N N- X N C N 00 w m DIEHL EQUIPMENT DIVISION OF CARR ER COMMERCIAL REFRIGERATION PHONE: (602) Scici-8113 SCOTT BOHNEMANN REVISIONS 0 '5 C__- – I r ft r 411 r lit I G FALSE COLUMN PIPE CHASE .040 ALUM K. AHT PVC JACKETED METAL LINE COVER C REFRIGERATION FIFES L r L AREA 0 NOTE: 1 oqK NoTt: 1.) BACK ILLIN6 COO AGTIT6 AND FINY5NI16 2.) REFRI6ERATIoN CONTRACTOR TO INSTALL INO FIFES AMP FITTIM66 TOGETHER WITH REFRIeERATIoN LINES. FINISHED FLOOR FOAM ofENIN6 AFTER REFRIGERATION LINES ARE INLSTAI.LED BY RErRa6ERATION CONTRACTOR, 6" PIA. MAX_ STUB (TYPICAL) d [ PYG PI:E SIZE PER PLAN aR AS REGUIRED HIGH POINT TO ESE 8' BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1 /S" /FT. PITCH IN DIRECTION OF PLOD. SCALE NONE 5 REFRIGERATION LINES IN PVC ScALE NONE 2 PIPE CRADLE LAYOUT SCAL NQNE PRODUCE COOLER FLAN 1ZFRISERATI BAKERY PLAN AREA Cr_ AO K 1 J TYPICAL REFRIGERATION 6UcTIoN/LI0.49 LINE AI�MAF�X o R APPR01lE �PI�E INSULATION INSUSUARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGERS REFRIGERATION SUPPORT SCHEDULE (ALL PIPING & REFIERATION AND DETAIL FOR HAN6IN6 SPECS. ELECTRICAL I TO F FOLLLOW PLUMBING EA 8 HT I N6 LINES WHEN POSSIBLE) . THREAD ROD 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TC0 VERIFICATION FORM SIGNOFF IS REQUIRED. 3.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING, 5.) KEEP REFRIGERATION P I P I N G RUNS CLEAR OF MEZZANINE ROOF HATCH AGGE55. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE NIITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE, BRASS TO COFFER JOINTS SHALL BE MADE WITH "EASY —FLOW" OR APPROVED EQUAL, AREA 0 D n 0 El m m OR( LINE SIZE LEGEND 1 /S' 1 /S" 1 /S" 1/5' 1 /S" 1/S' 1 /S' x 4 = 1/2" x 5 = 5/8" x 7 = 1 /5" x cI Y 1 1 /5" x 11 = 1 3/5" x 15 = 1 5/5" x 172 1/5" r LEGEND R1FRI6ERATION SYSTEM OVERHEAD LIQUID LINE UNDERGROUND LIQUID LINE +0--- UNIT CONNECTION NOTE: INSTALLATION CONTRACTOR © TOLt I I CWA7 kTION OF PANELS PRIOR TO INSTALLATION HAND VALVE (s) ANTI- SPE+IT FX155 Iw pO SOLENOID 50'-0" 11 AREA 0 L 1 FRESH LINE /POINT OP SALES PLAN 1c7' -6" / `Q K MECHANICAL ROOM 1 1 U --U J J L 4 r � S TO BAKERY AREA 01 r --I- AREA 50' -0" 0K o Al2 QK fT L J H p ./Z aBc —0- Ralie CO compuiksce‘ \\ ter_ I'Ve..Ala PARTIAL FLOOR PLAIN, : LIQUID LINES SCALE: 1/5 " =1' G erb 9 tG r c ,. "- J NOV 15 2001 PFRMIT z 0 CC CD CC 2 0 cc I- 2 0 Z D_ aI- 4 U O 2 0 0) uD N N- X N C N 00 w m DIEHL EQUIPMENT DIVISION OF CARR ER COMMERCIAL REFRIGERATION PHONE: (602) Scici-8113 SCOTT BOHNEMANN REVISIONS C - tjLE3- T © I- ,4, — ' — f B 411 r 3 FALSE COLUMN PIPE CHASE .040 ALUM K. AHT PVC JACKETED METAL LINE COVER C REFRIGERATION FIFES L r L AREA 0 NOTE: 1 oqK NoTt: 1.) BACK ILLIN6 COO AGTIT6 AND FINY5NI16 2.) REFRI6ERATIoN CONTRACTOR TO INSTALL INO FIFES AMP FITTIM66 TOGETHER WITH REFRIeERATIoN LINES. FINISHED FLOOR FOAM ofENIN6 AFTER REFRIGERATION LINES ARE INLSTAI.LED BY RErRa6ERATION CONTRACTOR, 6" PIA. MAX_ STUB (TYPICAL) d [ PYG PI:E SIZE PER PLAN aR AS REGUIRED HIGH POINT TO ESE 8' BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1 /S" /FT. PITCH IN DIRECTION OF PLOD. SCALE NONE 5 REFRIGERATION LINES IN PVC ScALE NONE 2 PIPE CRADLE LAYOUT SCAL NQNE PRODUCE COOLER FLAN 1ZFRISERATI BAKERY PLAN AREA Cr_ AO K 1 J TYPICAL REFRIGERATION 6UcTIoN/LI0.49 LINE AI�MAF�X o R APPR01lE �PI�E INSULATION INSUSUARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGERS REFRIGERATION SUPPORT SCHEDULE (ALL PIPING & REFIERATION AND DETAIL FOR HAN6IN6 SPECS. ELECTRICAL I TO F FOLLLOW PLUMBING EA 8 HT I N6 LINES WHEN POSSIBLE) . THREAD ROD 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TC0 VERIFICATION FORM SIGNOFF IS REQUIRED. 3.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING, 5.) KEEP REFRIGERATION P I P I N G RUNS CLEAR OF MEZZANINE ROOF HATCH AGGE55. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE NIITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE, BRASS TO COFFER JOINTS SHALL BE MADE WITH "EASY —FLOW" OR APPROVED EQUAL, AREA 0 D n 0 El m m OR( LINE SIZE LEGEND 1 /S' 1 /S" 1 /S" 1/5' 1 /S" 1/S' 1 /S' x 4 = 1/2" x 5 = 5/8" x 7 = 1 /5" x cI Y 1 1 /5" x 11 = 1 3/5" x 15 = 1 5/5" x 172 1/5" r LEGEND R1FRI6ERATION SYSTEM OVERHEAD LIQUID LINE UNDERGROUND LIQUID LINE +0--- UNIT CONNECTION NOTE: INSTALLATION CONTRACTOR © TOLt I I CWA7 kTION OF PANELS PRIOR TO INSTALLATION HAND VALVE (s) ANTI- SPE+IT FX155 Iw pO SOLENOID 50'-0" 11 AREA 0 L 1 FRESH LINE /POINT OP SALES PLAN 1c7' -6" / `Q K MECHANICAL ROOM 1 1 U --U J J L 4 r � S TO BAKERY AREA 01 r --I- AREA 50' -0" 0K o Al2 QK fT L J H p ./Z aBc —0- Ralie CO compuiksce‘ \\ ter_ I'Ve..Ala PARTIAL FLOOR PLAIN, : LIQUID LINES SCALE: 1/5 " =1' G erb 9 tG r c ,. "- J NOV 15 2001 PFRMIT z 0 CC CD CC 2 0 cc I- 2 0 Z D_ aI- 4 U O 2 0 0) uD N N- X N C N 00 w m DIEHL EQUIPMENT DIVISION OF CARR ER COMMERCIAL REFRIGERATION PHONE: (602) Scici-8113 SCOTT BOHNEMANN REVISIONS C - r- sl � 5 f 45 r 3 r (E) RACK G FALSE COLUMN PIPE CHASE .040 ALUM K. AHT PVC JACKETED METAL LINE COVER C REFRIGERATION FIFES L r L AREA 0 NOTE: 1 oqK NoTt: 1.) BACK ILLIN6 COO AGTIT6 AND FINY5NI16 2.) REFRI6ERATIoN CONTRACTOR TO INSTALL INO FIFES AMP FITTIM66 TOGETHER WITH REFRIeERATIoN LINES. FINISHED FLOOR FOAM ofENIN6 AFTER REFRIGERATION LINES ARE INLSTAI.LED BY RErRa6ERATION CONTRACTOR, 6" PIA. MAX_ STUB (TYPICAL) d [ PYG PI:E SIZE PER PLAN aR AS REGUIRED HIGH POINT TO ESE 8' BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1 /S" /FT. PITCH IN DIRECTION OF PLOD. SCALE NONE 5 REFRIGERATION LINES IN PVC ScALE NONE 2 PIPE CRADLE LAYOUT SCAL NQNE PRODUCE COOLER FLAN 1ZFRISERATI BAKERY PLAN AREA Cr_ AO K 1 J TYPICAL REFRIGERATION 6UcTIoN/LI0.49 LINE AI�MAF�X o R APPR01lE �PI�E INSULATION INSUSUARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGERS REFRIGERATION SUPPORT SCHEDULE (ALL PIPING & REFIERATION AND DETAIL FOR HAN6IN6 SPECS. ELECTRICAL I TO F FOLLLOW PLUMBING EA 8 HT I N6 LINES WHEN POSSIBLE) . THREAD ROD 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TC0 VERIFICATION FORM SIGNOFF IS REQUIRED. 3.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING, 5.) KEEP REFRIGERATION P I P I N G RUNS CLEAR OF MEZZANINE ROOF HATCH AGGE55. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE NIITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE, BRASS TO COFFER JOINTS SHALL BE MADE WITH "EASY —FLOW" OR APPROVED EQUAL, AREA 0 D n 0 El m m OR( LINE SIZE LEGEND 1 /S' 1 /S" 1 /S" 1/5' 1 /S" 1/S' 1 /S' x 4 = 1/2" x 5 = 5/8" x 7 = 1 /5" x cI Y 1 1 /5" x 11 = 1 3/5" x 15 = 1 5/5" x 172 1/5" r LEGEND R1FRI6ERATION SYSTEM OVERHEAD LIQUID LINE UNDERGROUND LIQUID LINE +0--- UNIT CONNECTION NOTE: INSTALLATION CONTRACTOR © TOLt I I CWA7 kTION OF PANELS PRIOR TO INSTALLATION HAND VALVE (s) ANTI- SPE+IT FX155 Iw pO SOLENOID 50'-0" 11 AREA 0 L 1 FRESH LINE /POINT OP SALES PLAN 1c7' -6" / `Q K MECHANICAL ROOM 1 1 U --U J J L 4 r � S TO BAKERY AREA 01 r --I- AREA 50' -0" 0K o Al2 QK fT L J H p ./Z aBc —0- Ralie CO compuiksce‘ \\ ter_ I'Ve..Ala PARTIAL FLOOR PLAIN, : LIQUID LINES SCALE: 1/5 " =1' G erb 9 tG r c ,. "- J NOV 15 2001 PFRMIT z 0 CC CD CC 2 0 cc I- 2 0 Z D_ aI- 4 U O 2 0 0) uD N N- X N C N 00 w m DIEHL EQUIPMENT DIVISION OF CARR ER COMMERCIAL REFRIGERATION PHONE: (602) Scici-8113 SCOTT BOHNEMANN REVISIONS r- sl 1 L i 1 1 _J 1 H8' (E) RACK G FALSE COLUMN PIPE CHASE .040 ALUM K. AHT PVC JACKETED METAL LINE COVER C REFRIGERATION FIFES L r L AREA 0 NOTE: 1 oqK NoTt: 1.) BACK ILLIN6 COO AGTIT6 AND FINY5NI16 2.) REFRI6ERATIoN CONTRACTOR TO INSTALL INO FIFES AMP FITTIM66 TOGETHER WITH REFRIeERATIoN LINES. FINISHED FLOOR FOAM ofENIN6 AFTER REFRIGERATION LINES ARE INLSTAI.LED BY RErRa6ERATION CONTRACTOR, 6" PIA. MAX_ STUB (TYPICAL) d [ PYG PI:E SIZE PER PLAN aR AS REGUIRED HIGH POINT TO ESE 8' BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM 1 /S" /FT. PITCH IN DIRECTION OF PLOD. SCALE NONE 5 REFRIGERATION LINES IN PVC ScALE NONE 2 PIPE CRADLE LAYOUT SCAL NQNE PRODUCE COOLER FLAN 1ZFRISERATI BAKERY PLAN AREA Cr_ AO K 1 J TYPICAL REFRIGERATION 6UcTIoN/LI0.49 LINE AI�MAF�X o R APPR01lE �PI�E INSULATION INSUSUARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGERS REFRIGERATION SUPPORT SCHEDULE (ALL PIPING & REFIERATION AND DETAIL FOR HAN6IN6 SPECS. ELECTRICAL I TO F FOLLLOW PLUMBING EA 8 HT I N6 LINES WHEN POSSIBLE) . THREAD ROD 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GO5TC0 VERIFICATION FORM SIGNOFF IS REQUIRED. 3.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING, 5.) KEEP REFRIGERATION P I P I N G RUNS CLEAR OF MEZZANINE ROOF HATCH AGGE55. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE NIITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE, BRASS TO COFFER JOINTS SHALL BE MADE WITH "EASY —FLOW" OR APPROVED EQUAL, AREA 0 D n 0 El m m OR( LINE SIZE LEGEND 1 /S' 1 /S" 1 /S" 1/5' 1 /S" 1/S' 1 /S' x 4 = 1/2" x 5 = 5/8" x 7 = 1 /5" x cI Y 1 1 /5" x 11 = 1 3/5" x 15 = 1 5/5" x 172 1/5" r LEGEND R1FRI6ERATION SYSTEM OVERHEAD LIQUID LINE UNDERGROUND LIQUID LINE +0--- UNIT CONNECTION NOTE: INSTALLATION CONTRACTOR © TOLt I I CWA7 kTION OF PANELS PRIOR TO INSTALLATION HAND VALVE (s) ANTI- SPE+IT FX155 Iw pO SOLENOID 50'-0" 11 AREA 0 L 1 FRESH LINE /POINT OP SALES PLAN 1c7' -6" / `Q K MECHANICAL ROOM 1 1 U --U J J L 4 r � S TO BAKERY AREA 01 r --I- AREA 50' -0" 0K o Al2 QK fT L J H p ./Z aBc —0- Ralie CO compuiksce‘ \\ ter_ I'Ve..Ala PARTIAL FLOOR PLAIN, : LIQUID LINES SCALE: 1/5 " =1' G erb 9 tG r c ,. "- J NOV 15 2001 PFRMIT z 0 CC CD CC 2 0 cc I- 2 0 Z D_ aI- 4 U O 2 0 0) uD N N- X N C N 00 w m DIEHL EQUIPMENT DIVISION OF CARR ER COMMERCIAL REFRIGERATION PHONE: (602) Scici-8113 SCOTT BOHNEMANN REVISIONS wrw :) 8 "O MC SCALE: 1/W=1 L-0/<</01 :Diva REVISED: 10/24/01 MJM 6 z z d J R -6 - co 3 r IA) I e a e ot, C 0 0 0 0 0 FALSE COLUMN PIPE CHASE .040 ALUM BK. WHT PVC JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES I L L 5 AREA 0 AO - J NOTE' NOTE, 2.) IEFRISERATION CONTRACTOR TO INSTALL PVC PIF15 AND FITTINGS TOSETHEI2 WITH REPRIE. fATION LINES. 1.) F+I:NC C NTRAATOR TO DO GU TYING IpI66INCa, SACK FILLING, COMPACTING ANP FINISHING FLOOR. FINISHED FLOOR . x - :. PV C PIPESIZEI'!32 UIRED PLAN OR AS REQ (6" MIN. TYF.) HIGH POINT TO BE 6" 9ELON FINISHED FLOOR. PIPTN6 TO 5E INSTALLED WITH A MINIMUM 1/8 FITCH IN DIRECTION OF FLOW. FOAM OFENIN6 AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIC RATION GONTRAGTOR- 5GALE NONE 5GALE NONE AREA OF I O PRODUCE COOLER PLAN 6" DIA. MAX. STUB (TYPICAL) REFRI6E2AT 50'-0" BAKERY PLAN \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1. \\ \`A \ \ \ \ \\ \ \ \ \ \\ \ \ \ PIPE CRADLE LAYOUT J TYPICAL REFRIGERATION SUCTION /LIQUID LINE [ ARMAFLEX OR AFFRO PI PE INSULATI INSU6UARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGED REFRIGERATION SUPPORT SCHEDULE (ALL P1IN6 $ REFRIGERATION AND DETAIL FOR HANGING SPECS, ELECTRICAL I5 TO FOLLOW P6 $ HEATING LINES WHEN POSS1SL.IHLE). SCALE NONE 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACT OR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GOSTGO VERIFICATION FORM SISNOFF IS REQUIRED. S.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS CLEAR OF MEZZANINE ROOF HATCH ACCESS. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET FER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL BE MADE WITH "EASY -FLOW" OR APPROVED EQUAL. r AREA 0 A4 4 1/5" x 1 /S" x LU 1 /a" x 1/8" X 1/S" x m lig LINE SIZE, LEGEND 4 W 1/2" 5 = 5/8" "1 > -1 /8" a = 1 1/8" 11 = 1 5 /8" 1 /5" x 15 = 1 5 /8" 1/8" x 11 = 2 1/8" (RISER5 WITH EQUAL LINE SIZE NOT REPRESENTED) OR< 0 LEGEND REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE -441)-- RISER NOTE: I NSTALLAt I ON CONTRACTOR Tstl l IVERIICBN LOGAT I ON OF PANELS PRIOR TO INSTALLATION M LINE SIZE CALL-CUTANtn-gieKrpRELsrre REFRIGERATION SOLENOID 50' -0" r I I L _ .. — 0 AREA 0 FRESH LINE /POINT OF SALES PLAN 11' -6" L J 0K MEGHAN I GAL ROOM 1 I 4 r AREA 0 r _ AREA 0 I L 50' -0" OR< L_ 1 I 23 23 i!: , APR CM Of T.AVTAB I LVIL DING 3 -z-123 11 J PARTIAL FLOOR PLAN : SUCTION LINES 9- SCE E NOV 15 2007 PEHMFT CENTS. SCALE: 1 /S" =1 ' --0" 1 J z z 0 U r- t`- z tr tr tO d z m 0 0 03 1 C LO ai O3 d 0 C • '17 N N x WI a } N 0 0 up CZ CD 11.11 ' J Q > - 0 LL_ --I 0 1U 1- CZ EY DIEHL EQUIPMENT DIVISION 0 PLAN FOR: A4tv T a 1 I r IA) I 0 a 1 1 1 ail 0 0 0 0 0 FALSE COLUMN PIPE CHASE .040 ALUM BK. WHT PVC JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES I L L 5 AREA 0 AO - J NOTE' NOTE, 2.) IEFRISERATION CONTRACTOR TO INSTALL PVC PIF15 AND FITTINGS TOSETHEI2 WITH REPRIE. fATION LINES. 1.) F+I:NC C NTRAATOR TO DO GU TYING IpI66INCa, SACK FILLING, COMPACTING ANP FINISHING FLOOR. FINISHED FLOOR . x - :. PV C PIPESIZEI'!32 UIRED PLAN OR AS REQ (6" MIN. TYF.) HIGH POINT TO BE 6" 9ELON FINISHED FLOOR. PIPTN6 TO 5E INSTALLED WITH A MINIMUM 1/8 FITCH IN DIRECTION OF FLOW. FOAM OFENIN6 AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIC RATION GONTRAGTOR- 5GALE NONE 5GALE NONE AREA OF I O PRODUCE COOLER PLAN 6" DIA. MAX. STUB (TYPICAL) REFRI6E2AT 50'-0" BAKERY PLAN \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1. \\ \`A \ \ \ \ \\ \ \ \ \ \\ \ \ \ PIPE CRADLE LAYOUT J TYPICAL REFRIGERATION SUCTION /LIQUID LINE [ ARMAFLEX OR AFFRO PI PE INSULATI INSU6UARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGED REFRIGERATION SUPPORT SCHEDULE (ALL P1IN6 $ REFRIGERATION AND DETAIL FOR HANGING SPECS, ELECTRICAL I5 TO FOLLOW P6 $ HEATING LINES WHEN POSS1SL.IHLE). SCALE NONE 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACT OR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GOSTGO VERIFICATION FORM SISNOFF IS REQUIRED. S.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS CLEAR OF MEZZANINE ROOF HATCH ACCESS. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET FER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL BE MADE WITH "EASY -FLOW" OR APPROVED EQUAL. r AREA 0 A4 4 1/5" x 1 /S" x LU 1 /a" x 1/8" X 1/S" x m lig LINE SIZE, LEGEND 4 W 1/2" 5 = 5/8" "1 > -1 /8" a = 1 1/8" 11 = 1 5 /8" 1 /5" x 15 = 1 5 /8" 1/8" x 11 = 2 1/8" (RISER5 WITH EQUAL LINE SIZE NOT REPRESENTED) OR< 0 LEGEND REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE -441)-- RISER NOTE: I NSTALLAt I ON CONTRACTOR Tstl l IVERIICBN LOGAT I ON OF PANELS PRIOR TO INSTALLATION M LINE SIZE CALL-CUTANtn-gieKrpRELsrre REFRIGERATION SOLENOID 50' -0" r I I L _ .. — 0 AREA 0 FRESH LINE /POINT OF SALES PLAN 11' -6" L J 0K MEGHAN I GAL ROOM 1 I 4 r AREA 0 r _ AREA 0 I L 50' -0" OR< L_ 1 I 23 23 i!: , APR CM Of T.AVTAB I LVIL DING 3 -z-123 11 J PARTIAL FLOOR PLAN : SUCTION LINES 9- SCE E NOV 15 2007 PEHMFT CENTS. SCALE: 1 /S" =1 ' --0" 1 J z z 0 U r- t`- z tr tr tO d z m 0 0 03 1 C LO ai O3 d 0 C • '17 N N x WI a } N 0 0 up CZ CD 11.11 ' J Q > - 0 LL_ --I 0 1U 1- CZ EY DIEHL EQUIPMENT DIVISION 0 PLAN FOR: A4tv T a 1 I I1 I I G a I Ati 41, 0 0 0 0 0 FALSE COLUMN PIPE CHASE .040 ALUM BK. WHT PVC JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES I L L 5 AREA 0 AO - J NOTE' NOTE, 2.) IEFRISERATION CONTRACTOR TO INSTALL PVC PIF15 AND FITTINGS TOSETHEI2 WITH REPRIE. fATION LINES. 1.) F+I:NC C NTRAATOR TO DO GU TYING IpI66INCa, SACK FILLING, COMPACTING ANP FINISHING FLOOR. FINISHED FLOOR . x - :. PV C PIPESIZEI'!32 UIRED PLAN OR AS REQ (6" MIN. TYF.) HIGH POINT TO BE 6" 9ELON FINISHED FLOOR. PIPTN6 TO 5E INSTALLED WITH A MINIMUM 1/8 FITCH IN DIRECTION OF FLOW. FOAM OFENIN6 AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIC RATION GONTRAGTOR- 5GALE NONE 5GALE NONE AREA OF I O PRODUCE COOLER PLAN 6" DIA. MAX. STUB (TYPICAL) REFRI6E2AT 50'-0" BAKERY PLAN \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1. \\ \`A \ \ \ \ \\ \ \ \ \ \\ \ \ \ PIPE CRADLE LAYOUT J TYPICAL REFRIGERATION SUCTION /LIQUID LINE [ ARMAFLEX OR AFFRO PI PE INSULATI INSU6UARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGED REFRIGERATION SUPPORT SCHEDULE (ALL P1IN6 $ REFRIGERATION AND DETAIL FOR HANGING SPECS, ELECTRICAL I5 TO FOLLOW P6 $ HEATING LINES WHEN POSS1SL.IHLE). SCALE NONE 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACT OR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GOSTGO VERIFICATION FORM SISNOFF IS REQUIRED. S.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS CLEAR OF MEZZANINE ROOF HATCH ACCESS. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET FER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL BE MADE WITH "EASY -FLOW" OR APPROVED EQUAL. r AREA 0 A4 4 1/5" x 1 /S" x LU 1 /a" x 1/8" X 1/S" x m lig LINE SIZE, LEGEND 4 W 1/2" 5 = 5/8" "1 > -1 /8" a = 1 1/8" 11 = 1 5 /8" 1 /5" x 15 = 1 5 /8" 1/8" x 11 = 2 1/8" (RISER5 WITH EQUAL LINE SIZE NOT REPRESENTED) OR< 0 LEGEND REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE -441)-- RISER NOTE: I NSTALLAt I ON CONTRACTOR Tstl l IVERIICBN LOGAT I ON OF PANELS PRIOR TO INSTALLATION M LINE SIZE CALL-CUTANtn-gieKrpRELsrre REFRIGERATION SOLENOID 50' -0" r I I L _ .. — 0 AREA 0 FRESH LINE /POINT OF SALES PLAN 11' -6" L J 0K MEGHAN I GAL ROOM 1 I 4 r AREA 0 r _ AREA 0 I L 50' -0" OR< L_ 1 I 23 23 i!: , APR CM Of T.AVTAB I LVIL DING 3 -z-123 11 J PARTIAL FLOOR PLAN : SUCTION LINES 9- SCE E NOV 15 2007 PEHMFT CENTS. SCALE: 1 /S" =1 ' --0" 1 J z z 0 U r- t`- z tr tr tO d z m 0 0 03 1 C LO ai O3 d 0 C • '17 N N x WI a } N 0 0 up CZ CD 11.11 ' J Q > - 0 LL_ --I 0 1U 1- CZ EY DIEHL EQUIPMENT DIVISION 0 PLAN FOR: fl: I —I-- I a --F- 1 (1) _ 0 0 0 0 0 FALSE COLUMN PIPE CHASE .040 ALUM BK. WHT PVC JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES I L L 5 AREA 0 AO - J NOTE' NOTE, 2.) IEFRISERATION CONTRACTOR TO INSTALL PVC PIF15 AND FITTINGS TOSETHEI2 WITH REPRIE. fATION LINES. 1.) F+I:NC C NTRAATOR TO DO GU TYING IpI66INCa, SACK FILLING, COMPACTING ANP FINISHING FLOOR. FINISHED FLOOR . x - :. PV C PIPESIZEI'!32 UIRED PLAN OR AS REQ (6" MIN. TYF.) HIGH POINT TO BE 6" 9ELON FINISHED FLOOR. PIPTN6 TO 5E INSTALLED WITH A MINIMUM 1/8 FITCH IN DIRECTION OF FLOW. FOAM OFENIN6 AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIC RATION GONTRAGTOR- 5GALE NONE 5GALE NONE AREA OF I O PRODUCE COOLER PLAN 6" DIA. MAX. STUB (TYPICAL) REFRI6E2AT 50'-0" BAKERY PLAN \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1. \\ \`A \ \ \ \ \\ \ \ \ \ \\ \ \ \ PIPE CRADLE LAYOUT J TYPICAL REFRIGERATION SUCTION /LIQUID LINE [ ARMAFLEX OR AFFRO PI PE INSULATI INSU6UARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGED REFRIGERATION SUPPORT SCHEDULE (ALL P1IN6 $ REFRIGERATION AND DETAIL FOR HANGING SPECS, ELECTRICAL I5 TO FOLLOW P6 $ HEATING LINES WHEN POSS1SL.IHLE). SCALE NONE 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACT OR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GOSTGO VERIFICATION FORM SISNOFF IS REQUIRED. S.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS CLEAR OF MEZZANINE ROOF HATCH ACCESS. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET FER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL BE MADE WITH "EASY -FLOW" OR APPROVED EQUAL. r AREA 0 A4 4 1/5" x 1 /S" x LU 1 /a" x 1/8" X 1/S" x m lig LINE SIZE, LEGEND 4 W 1/2" 5 = 5/8" "1 > -1 /8" a = 1 1/8" 11 = 1 5 /8" 1 /5" x 15 = 1 5 /8" 1/8" x 11 = 2 1/8" (RISER5 WITH EQUAL LINE SIZE NOT REPRESENTED) OR< 0 LEGEND REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE -441)-- RISER NOTE: I NSTALLAt I ON CONTRACTOR Tstl l IVERIICBN LOGAT I ON OF PANELS PRIOR TO INSTALLATION M LINE SIZE CALL-CUTANtn-gieKrpRELsrre REFRIGERATION SOLENOID 50' -0" r I I L _ .. — 0 AREA 0 FRESH LINE /POINT OF SALES PLAN 11' -6" L J 0K MEGHAN I GAL ROOM 1 I 4 r AREA 0 r _ AREA 0 I L 50' -0" OR< L_ 1 I 23 23 i!: , APR CM Of T.AVTAB I LVIL DING 3 -z-123 11 J PARTIAL FLOOR PLAN : SUCTION LINES 9- SCE E NOV 15 2007 PEHMFT CENTS. SCALE: 1 /S" =1 ' --0" 1 J z z 0 U r- t`- z tr tr tO d z m 0 0 03 1 C LO ai O3 d 0 C • '17 N N x WI a } N 0 0 up CZ CD 11.11 ' J Q > - 0 LL_ --I 0 1U 1- CZ EY DIEHL EQUIPMENT DIVISION 0 PLAN FOR: I 1 ( E) RACK G 0 0 0 0 0 FALSE COLUMN PIPE CHASE .040 ALUM BK. WHT PVC JACKETED METAL LINE COVER CONDUITS REFRIGERATION PIPES I L L 5 AREA 0 AO - J NOTE' NOTE, 2.) IEFRISERATION CONTRACTOR TO INSTALL PVC PIF15 AND FITTINGS TOSETHEI2 WITH REPRIE. fATION LINES. 1.) F+I:NC C NTRAATOR TO DO GU TYING IpI66INCa, SACK FILLING, COMPACTING ANP FINISHING FLOOR. FINISHED FLOOR . x - :. PV C PIPESIZEI'!32 UIRED PLAN OR AS REQ (6" MIN. TYF.) HIGH POINT TO BE 6" 9ELON FINISHED FLOOR. PIPTN6 TO 5E INSTALLED WITH A MINIMUM 1/8 FITCH IN DIRECTION OF FLOW. FOAM OFENIN6 AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIC RATION GONTRAGTOR- 5GALE NONE 5GALE NONE AREA OF I O PRODUCE COOLER PLAN 6" DIA. MAX. STUB (TYPICAL) REFRI6E2AT 50'-0" BAKERY PLAN \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1. \\ \`A \ \ \ \ \\ \ \ \ \ \\ \ \ \ PIPE CRADLE LAYOUT J TYPICAL REFRIGERATION SUCTION /LIQUID LINE [ ARMAFLEX OR AFFRO PI PE INSULATI INSU6UARD PROTECTOR REFERENCE SHEET 50.2 UNISTRUT HANGED REFRIGERATION SUPPORT SCHEDULE (ALL P1IN6 $ REFRIGERATION AND DETAIL FOR HANGING SPECS, ELECTRICAL I5 TO FOLLOW P6 $ HEATING LINES WHEN POSS1SL.IHLE). SCALE NONE 1 NOTES 1.) PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACT OR, SUPPLIED BY PANEL MFG. 2.) TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. GOSTGO VERIFICATION FORM SISNOFF IS REQUIRED. S.) LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 5.) KEEP REFRIGERATION PIPING RUNS CLEAR OF MEZZANINE ROOF HATCH ACCESS. NOTE ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY GLEANED BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 5 CUBIC FEET FER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL BE MADE WITH "EASY -FLOW" OR APPROVED EQUAL. r AREA 0 A4 4 1/5" x 1 /S" x LU 1 /a" x 1/8" X 1/S" x m lig LINE SIZE, LEGEND 4 W 1/2" 5 = 5/8" "1 > -1 /8" a = 1 1/8" 11 = 1 5 /8" 1 /5" x 15 = 1 5 /8" 1/8" x 11 = 2 1/8" (RISER5 WITH EQUAL LINE SIZE NOT REPRESENTED) OR< 0 LEGEND REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LINE -441)-- RISER NOTE: I NSTALLAt I ON CONTRACTOR Tstl l IVERIICBN LOGAT I ON OF PANELS PRIOR TO INSTALLATION M LINE SIZE CALL-CUTANtn-gieKrpRELsrre REFRIGERATION SOLENOID 50' -0" r I I L _ .. — 0 AREA 0 FRESH LINE /POINT OF SALES PLAN 11' -6" L J 0K MEGHAN I GAL ROOM 1 I 4 r AREA 0 r _ AREA 0 I L 50' -0" OR< L_ 1 I 23 23 i!: , APR CM Of T.AVTAB I LVIL DING 3 -z-123 11 J PARTIAL FLOOR PLAN : SUCTION LINES 9- SCE E NOV 15 2007 PEHMFT CENTS. SCALE: 1 /S" =1 ' --0" 1 J z z 0 U r- t`- z tr tr tO d z m 0 0 03 1 C LO ai O3 d 0 C • '17 N N x WI a } N 0 0 up CZ CD 11.11 ' J Q > - 0 LL_ --I 0 1U 1- CZ EY DIEHL EQUIPMENT DIVISION 0 PLAN FOR: *i) 45' 18' F yv Tap 5-elP = I6 1 .q/ 1 , 12" 1 Y J " 43 II 42" (E) RACK G OPHI5PM - MG /MGMGMGMG ill 35 z Std. �) 2q" Short 32 I , o . `/ 1 8G II r 1 18" 57 11 Std. 51 Short O 4 m sa 5' 18" �" ∎ .y.0..0%04 1f) m ! 31 1/2' 33 7/8 ■ Si 1/2" m ,ri . i m m 1191 /b LI �~ , . I I � 1181 l oz; L J ( .4- Vi Bottom $9elf' ilot „Z /1 [f1 3'0' Raw Arpug m.� Arm 1� `r 4 8II FR to ate Drain B r 35 3/8" Standard '--• �`� `-- 1 . I _ 32" I $ 1 /2" Easy IV front 43' Dvera l I Dimension I "+ "1 Kr Gkp l N3HMGHP THERMA -STOR TANK 1,450 LBS INTAKE LOUVER 18"x18" OPENIINCB _ _ 45 1/2" 26 3/4" I I 1 " 9" 25 1/4" N6DHPM r.- CASE SPECS CASE SPECS ADDITIONAL CASE INFORMATION 31"-1 NHMGHP CASE t"� SPECS NFNG 11" CASE SPECS IEHL EQUIPMENT DIVISION OF CARRIER COMMERCIAL REFRIGERATION Tyler Ref rig era to n 3775 N. 36th Ave. Phoenix, Arizona 85019 -3803 (602) 272 -2659 FOR SEE MANUALS INCLUDED WITH CASES 58-1/2" caam NALL 45- 13/16" ' 1 - r - r (E) RACK IS 5O6VM-- WWNYINYP 1 R 1 R 1 5, (151 LBS (E) Si BH H I RP- O124VSM 500 LBS (E) RACK A 516VM- ZHZMWWWWPIRIRI 6,146 L55 ( 2) ANT I -SWEAT PANELS (N) NOTE: INSTALLATION CONTRACTOR TO VERIFY LOCATION PRIOR TO INSTALLATION L.... d \ r - HZ/J-1-17 1 5 " '71- �� /a� .1"1:1-15/114-"411/1611 a M 22 A : , , _ - I r II Y /L_- Ve 11I9f4 35Y9 1 1{ i 1 I " / HOOD IEI&HT TO MATCH NW HOOD HEISHT 2 ■ "� r H91/GI-Z1- 3`I 1 /4 1 1 H H H H � 38 -. /2" 1 r II 1'-4" (MAX) ii III C II / { /lf -- taL 43 -1/4" 1 1 I ) NIV.Lv dO HO.I.EOB 1 21001J . 1 -- - -J ,_ _, 20-1/3" 14 -1/2" ► - -J (E) 5115 HIRP- 0484VSM 500 1-155 r [ I :1 VENTAZX I A EXHAUST FAN 12 1/165(12 7/16" OPENING J L I 37' -5/8" �`-- �` 1 i i r 4 ham' (TO K I CKfi'LATE) l u 1 43" 2 " NDFLHI 6--3/8' 4 am- pp � NDRLIIP , - 2 1II 2 ( � Nam: A SVERATZ r2 FAN GIRGU]T I MIMED TO PGIn -me FANS SPECS BS_ 1 /211 NF�f�16G CASE SPECS N3MGHP CASE SPECS CASE SPECS CASE 1 1(A? , \ --.7---.:1-7--- MAC —INE ROOMS LAYOUT SCALE 1 '. ..- `°.� ` TYLER CASE OUTS � - � SCALE 3/16 „� 1 ,_ o „ NONE NOTE: REFRIGERATION LINES WILL BE PAINTED SEAL OR APPROVED EQUAL. MUST BE MOUNTED LEVEL AND TRUE IN DNS . BE BOLTED TO ROOF CURBS. PURGE VALV II H II PURGE VALVE BE NOTE: FLOOR BOLTS TO BE INTO CONCRETE WITH ON TOP OF THE FLOOR GROUND ANCHORED THE HEAT OF BOLT PLATE. r- - - ALL ROOFTOP WITH SILVER - ALL CONDENSERS BOTH D I RECT I - CONDENSERS MUST 2- w t5' 2 O 11.1 /S 7/S C:f /8 SEQUENCE OF OPERATION: - - - - - 11” 10 -0” III a x `j 0 TWO 7/8" SOLENOIDS WILD CONTROL HOT GAS FLOW TO THE SUPPLY MAN I FOLD . THE N.G. VALVE WILL OPEN WHEN THE SUPPLY MANIFOLD TEMP RISES ABOVE 125F ALLOWING SOME FLOW TO THE DE- SUPERHEATER. THE N.Q. VALVE WILL CLOSE IF THE SUPPLY MANIFOLD TEMP RISES ABOVE 140F, FORCING ALL FLOW THROUGH THE DE- SUPERHEATER. NOTE T HE N .O. 1 P UMP O U T S OL E NOID WILL E I N TERLOCKED WITH - THE N. DE-SUPERHEATER SOLENOID. r — r — — — �- - - �� D I S&HARGE V'r�,: ,I� �r�lr��SIK � '1/8" X31' CONDENSERS TO SET LEVEL IN BOTH DIRECTIONS. MFM111111111111111 _ 2' -6 1...---..--( it_11_-_-_-_-_-_i_li D15CWPR GE NrTY7JF BLADES RETURNAHEADEROST TO DISCHARGE LINE FACTORY SUPPLIED PLAN VIE1N L _ _ I L.,,�� N I INSULATED Q 611 PIPING PENETRATION WITH FOAM CAULKING 15Y REFRIGERATION CONTRACTOR. REMOVABLE CURB UTILITY GAP BY &C. PURSE VALVE I HOT GAS " � in o fl . J I.. END ELEVATION 141 -4" ", 1 1-- 1 DE SUPERHEATING _ —1 LINE � � LIQUID RETURN r r- T I I .� 1 8 „ " " 51_OII 1 I - �-- o I / �� P 7 / a I �r r AND INSTALLED r w [ AIR GAOLED CONDENSER AIR cooLED GONDEN5H2 DIFFERENTIAL VALVE �� CHECK VALVE = MI I , �' HAND VALVES •I 1 1/2", 1 r / u LIQUID HEADE RELIEVER "I o _I o - - 5'- , I. 5 �, II I o r GA5 DEFROST RETURN HEADER Yt�A55 16" r 1 1 „ 10' -0" '. '— -EEAt� GONV NAB SU SORT ©N . G . .. I . _ �i ��► RooF LINE L 15 A VALVE L o 1 - HOT GA5 SUPPLY MANIFOLD Y z r 'n D I SGHARGE MAN I FOLD GA5 DEFRQS SUPPLY _ E OLENOID g611 -1�J _ DISCHARGENrnTC - BuD r 11" HEADER 0 HOT GAS DIFFERENTIAL VALVE REFRIGERATION LINES RUN BELOYI TOP OF I -BEAM SUPPORT TO ALLOW CURB PIPING FOR FUTURE DE -SUPER HEATING PENETRATION UNIT TO BE INSTALLED. (BY G.G.) HYDRAZORB CLAMP TO UNI STRUT SUPPORT OIL SEPARATOR 114 -1/4" L OIL SEPARATOR SIDE ELEVATION 1 r 1 o I VA6134 (TYP. OF 4), WEIGHT =2,358 LB5 _,.....i : _8 ELEVATION _11 -8 SIDE VIEW 5EE SHEET R -3 FOR DISCHARGE AND LIQUID LINE SIZES F 00NPENS R P1~ T =ORM LAYOUT S G A L S 0 SU R ,�T R I I N� D P I GAL CONDENSER PIPING GAL VAC 154 CON0 NS R GALE 6 =0R AIR CURTAIN D TAIL 5 G A L NONE NONE NONE NONE NONE 1 / S C = - ,- r } 7 1 _ _ OA /' n ] _ _ - _ SLIDING WINDOW SUPERSTRUCTURE FRAME TO SIT ATOP THE MEAT CASE IN LINE WITH CASE .JOINTS , GAPS REMAINING AT WITH 1 MATER I AL I ANGE I TH APPLICABLE CODES. HEADER PANEL INSTALL (1) BAG HOLDER PER MEAT CASE. I „ ! I ! I \ 1 ' / ! / / ! Fl■Na. ! / �VI 1 HEADER j FLASHING TO SLIDE UNDERNEATH REAR CASE LIP ` I I 1 5/ 8" I 1 I I 1OLB. CHECK VALVE - -i I 1 ��I 1 I • I I I THERMA -STOR 0 TH1FR1 glT"OR1S FASTENING PIPING PENETRATION WITH FOAM 1t CAULKING Sr' REFRIGERATION CONTRACTOR. REFRIGERATION p HR TANK INLET HR TANK OUTLET FLASHING TO BE HEMMED LA____... PIPING FLASH WINDOW SURROUND WITH POLISHED r -- REMOVABLE CURB UTILITY GAP BY C.G. WINDOW MEAT OR DELI - LE STAINLESS STEEL. (TYPICAL) I GAL) ELEVATION I DN GROSS .. I /, � _ SECTION �� ROOF - PENETRATION AND GURP BY G.G. FLASH REMAINING GAP WITH #3 POLISHED STAINLESS STEEL. (: 1 - FLASHING TO BE SILICONE SEALED 4 FASTENED TO THE BACK OF EACH CASE EVERY 18 ". CURB TO CASE 55 GAVE FLASHING TO 1 1 ` I I L 12DV iPh TO HR VALVE r' - L - T - 5/8 L I N 1_ TO STORE WALL. PANEL DOOR PANEL - 4 �� S LIDING WINDOW SUPERSTRUCTURE AND FRAME. LINE - UP ON RACK _ r L - - 5 I TO�DRAIN NOTE: N. --- v ALL REFRIGERATION VALVES, PIPING AND THERMOSTATS PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. MT TEMP. TO RACK ALL WATER LINES, VALVES AND CONNECTIONS PROVIDED AND INSTALLED BY C.G. PLUMBING CONTRACTOR. BE PROVIDED BY BOX MFG . °°. FLASHING TO BE FOOD GRAPE CLEAR SILICONE SEALED TO CURB WITH MUSHROOM �- MEAT CASE END GAPS •L - MEAT GAS - I / - :" I _ HEAP ANCHORS EVERY 18" SENSOR T� HOT NATER B 1 1/8" CLEARANCE BETWEEN END GAP AND WALL PANEL. FLASH REMAINING GAP WITH 3 POLISHED STAINLESS STEEL. MEAT CASE SUPERSTRUCT _,RE MOUNTING PETA I L S GALE S CHAS: TO CURE = LAS-- I NCB DETAIL SCALE (1 SCALE T .—ERMA STOR R I R I NCB (2 TANKS) SCALE NONE TYPICAL 6,,,,,R5 PENETRATION NONE 10 NONE 11 NONE c 5 X b.T THRU BOLTED TO TAB, TYP. EACH END NbX GOI, -ANGER DETAIL (1)/ PANEL MFG.) DEFROST TERMINATION CIRCUIT IS FOWERED FROM THE LAT GAS VALVE TERMINAL, 50 IT ONLY FUNCTIONS IN DEFROST. THE KLIXON OPENS ON RISE IN TEMPERATURE [45F] CLOSING THE SOLENOID IN THE BY -PASS LINE, STOPPING THE FLOW, THE SUCTION SOLENOID WILL FAIL, (OR FOYER OFF) TO CLOSED, FORCING SUCTION VALOR THROUGH THE EPR FOR MEDIUM TEMP. THE TOGGLE SWITCH AT THE RACK WILL POWER THE SUCTION SOLENOID OPEN WHEN THEY WANT TO RUN LOW- -TEMP. E CM. SSM MD GAM Y /SXLa. II ILi� pl ii II�Y� La. DIS AIR TEMP CASE 'A' DIS AIR TEMP CASE BIS AIR TEMP CASE 'C DIS AIR TEMP CASE •IY DIS AIR TEMP CASE 'E' DIS AIR TEMP CASE 'F' ISLAND CASE FANS, ANTI SWEATS, AND GLASS HEATER POWER NOT SHOWN SEE REF. SCHEDULE 4 /OR CASE MANUAL. INPUT BOARD .=--- �IIIIIIV KEYED SWITCH I , J. I 1 I DOUBLE I'LLE BOU iai 'WISLAND DUAL TEMP GASE GON - ROL REQUIRED UNISTRUTS AND ALL - THREADS SHALL BE SUPPLIED BY REFR6. MANUF. OFF, TERM. KLIXON I L L_ T j L__ 1 I I I I i I L�I LIQUID 5/5" STEEL TABS SHOP WELDED TO INSIDE CHANNEL Compressor Control Panel Rack I20V SYS. TERMINAL BLOCK D= DEFROST N= NEUTRAL R= REFRIGERATION L SUCTIdN Flt CGRTRaL YLRCS L SCALE NONE TW0 REQ. FoR EACH 59X. . 12 r r BULB NOTE: SUCTION OUT TOP OF THE COIL (NO EXTERNAL PIPING INSIDE W.I. BOX) WWIL PIRIN6 DETAIL SATELITE COMPRESSOR NENO M SUCTIDN EXIST. SAT SUCTION USE (1) #14 IN PARALLEL TO FEED ALL ISLAND GA5E5 ON THE SAME SYSTEM. USE (1) #14 COMMON FER SYSTEM. FEED EACH CASE THROUGH PEP TERM KLIXON TO THE PEF TERM SOLENIOD VALVE. LOW TEMP SUCTION HEADER LAT. GAS HDR 5 GALE NONE 13 NOTE: THE FOLLOWING ONLY APPLIES TO SATELLITE COMPRESSORS SET THE AS VALVE TO BYPASS AT APPROX. 2 PSI BELOW SATELITE DESIRED SET POINT. DISABLE ANY INTERLOCK WITH EXISTING SATELITE SYSTEM DEFROST. SET PRESSURE CONTROL CUT OUT JUST ABOVE A VAGGUM. SATELITE COMPRESSOR WILL RUN CONTINUOUS. USE (1) #1 USE THE #1 IF A ZONE FEED EACH 4 FOR EACH ZONE OF DUAL TEMP ON THE SAME SYS. 4 COMMON FOR EACH ISLAND. OF DUAL TEMP IS MORE THAN ONE CASE, CASE IN PARALLEL FROM THE DUAL TEMP SWITCH. SCALE NONE 11 SO COIL PIPING (INTERNAL) O PO5 FREEZER 4 0 MEAT COOLER O O O O O O O ENOID ® CHECK VALVE BALL VALVE O • • • • • • • • • • • • • BULB I UNION 0 0 cn L 6 GOI, PIPING PE AI„ S C A L E E NONE CONTROL NOTE: ADD KEY SNITCH AND CONNECT TO TERMINATION BOARD ON RACK. MODIFY ALARM SETPOINTS IF CAPABLE. EXISTING HIGH PRESSURE HEADER EXISTING_/ PILOT LINE NEN SOLENOID EXISTING BALL VALVE EXISTING SUCTION HEADER SYSTEMS WITH PILOT DRIVEN VALVES EXISTING WRIT VALVE CRITICAL ITEMS TO BE FIELD DESIGNED OR MODIFIED; -FAN GYGLE/DELAY - DEFROST TEMPERATURE TERMINATION - CONTROL VALVE SEQUENCING - DUAL -TEMP KEY SWITCH -ALARM 5E7 POINT SHIFT MEDIUM OR LOW TEMP EXISTING SUCTION STOP EXISTING BALL VALVE EXISTING SUCTION HEADER NEN{ BYPASS LINE NEN SPORT VALVE SYSTEMS WITHOUT PILOT DRIVEN VALVES DUAL - EMR ALL FREEZER PIPING S C A L E NONE 15 1)(A z LLJ z 0 F- CC Z 0 � J Z Qc v) O F- J U 6 m 0 S C A L E NONE 23 tife 1 °V '1-1P1151U 1� RECEWE[a NOV 15 2007 PERMIT CENTER � X U) a) No w I- 0 0 IR--15 IL