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HomeMy WebLinkAboutPermit D11-302 - COSTCO - TENANT IMPROVEMENTCOSTCO 400 COSTCO DR Di 1-302 wq City ofukwila Y' y Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Project Name: COSTCO WHOLESALE DEVELOPMENT PERMIT Permit Number: D11 -302 Issue Date: 09/16/2011 Permit Expires On: 03/14/2012 Owner: Name: COSTCO WHOLESALE CORPORATIO Address: PROPERTY TAX DEPT 006 , 999 LAKE DR 98027 Contact Person: Name: BILL ZORNES Address: 19430 68 AV S, STE B , KENT WA 98032 Phone: 253 872 -7392 Contractor: Name: KEY MECH CO OF WASHINGTON Phone: 253 - 872 -7392 Address: 19430 68 AV S, SUITE B , KENT WA 98032 Contractor License No: KEYMEW *240NZ Expiration Date: 04/01/2013 DESCRIPTION OF WORK: INSTALLATION OF NEW REFRIGERATION WALL FREEZER, NEW SHOP -IN DELI COOLER, NEW OVERSTOCK FREEZER, REPLACEMENT OF EXISTING DELI DELI ISLAND WITH NEW, NEW REFRIGERATION COMPRESSOR SYSTEM, AND ROOFTOP CONDENSER. (SEE SEPARATE MECHANICAL AND PLUMBING PERMITS.) Value of Construction: $294,000.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $5,073.96 International Building Code Edition: 2009 Occupancy per IBC: * *continued on next page ** doc: IBC -7/10 D11-302 Printed: 09 -16 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: Private: Profit: N Private: Date: Public: Non - Profit: N Public: 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 of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Co.e, c This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, doc: IBC -7/10 D11 -302 Printed: 09 -16 -2011 shall employ a special inspection agency an ' tify the Building Official of the appointment r to the first building inspection. The special inspector si urnish inspection reports to the Building Of in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: 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. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: 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. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO ALL COOLERS /FREEZERS AND DELI CASES.) 19: 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) 20: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 011 -302 Printed: 09 -16 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://mmxi.tukwilama.us Building Permit No. pd i Mechanical Permit No. AA l� Plumbing /Gas Permit No. fsGi Public Works Permit No. Project No. PSI -o��O (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 400 Costco Drive Tenant Name: Costco Wholesale Inc Property Owners Name: Costco Wholesale Inc Mailing Address: 999 Lake Drive King Co Assessor's Tax No.: Suite Number: 150 New Tenant: Floor: ❑ Yes Issaquah city Wa. State (J.. No 98188 Zip CONTACT PERSON - who do we contact whe your permit is ready to be issued Name: Bill Zornes Mailing Address: 19430 68th Ave South "Suite B" E -Mail Address: BZornes@KeyMechanical.com Day Telephone: 2 5 3. 8 7 2. 7 3 9 2 Kent Wa. 98032 City State Zip Fax Number: 253.872.7392 GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Key Mechanical Company of Washington Mailing Address: 19430 68th Ave South Contact Person: Bill Zornes E -Mail Address: BZornes@KeyMechanical.com Contractor Registration Number: KEY *MEW24 ONZ Kent Wa. 98032 City State Zip Day Telephone: 253 . 8 7 2. 7 3 9 2 Fax Number: 253.872.7398 Expiration Date: 4.2013 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mulvanny G2 Mailing Address: 1110 112th Ave NE Suite #500 Contact Person: Ken Wong Bellevue Wa. 98004 E -Mail Address: Ken.Wong@MulvannyG2.com City State Day Telephone: 425.463.1408 Fax Number: 425.463.2002 Zip ENGINEER OF RECORD - All plans must be wet stamped by, Engineer of Record Company Name: T . E . I . Mailing Address: 830 North Riverside Drive Contact Person: Paal Ryan E -Mail Address: PRyan@tei-engineering.com QAApplicationsTorms- Applications On Line\3-2006 - Permit Application.doc Revised: 9 -2006 bh Renton Wa. City State Day Telephone: 425.970.3753 Fax Number: 425.970.3756 98057 Zip Page l of 6 BUILDING PERMIT INFORMATION 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 2 94 , 0 0 0 . 0 0 Existing Building Valuation: $ • Scope of Work (please provide detailed information): Installation of new refrigeration wall freezer, new shop -in deli cooler, new overstock freezer, replacement of existing deli island with new. new refrigeration compressor system and roof top condenser. Will there be new rack storage? ® Yes ❑.. 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: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fotms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ls' Floor rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fotms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 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. BUILDIN . ROR : HORIZED AGENT: Signature. Print N Mailing Address: /9VIo 6.0/4ve 5' ,Sic'? 8 Date: 9�� /c1a // Day Telephone: 923 87.7.7.3% 5'90.2 City State Zip Date Application Accepted: 6 \, 091 t' Date Application Expires: 0 021 ' ^ Staff Initials: Q:\ApplicationsWorns- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: 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.TukwilaWA.gov 2523049063 400 COSTCO DR TUKW COSTCO WHOLESALE RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -302 ISSUED 09/02/2011 09/16/2011 Receipt No.: Initials: User ID: R11 -02400 TLS 1670 Payment Amount: $63.00 Payment Date: 11/03/2011 01:05 PM Balance: $0.00 Payee: KEY MECHANICAL CO OF WASHINGTON TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 2365 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 11 -03 -2011 4 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.TukwilaWA.gov Parcel No.: 2523049063 Address: Suite No: Applicant: COSTCO WHOLESALE 400 COSTCO DR TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -302 ISSUED 09/02/2011 09/16/2011 Receipt No.: RI 1 -02264 Initials: WER User ID: 1655 Payee: Payment Amount: $63.00 Payment Date: 10/17/2011 12:13 PM Balance: $0.00 KEY MECHANICAL COMPANY OF WASHINGTON TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 2363 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receipt -06 Printed: 10 -17 -2011 • • 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.TukwilaWA.gov Parcel No.: 2523049063 Address: 400 COSTCO DR TUICW Suite No: Applicant: COSTCO WHOLESALE RECEIPT Permit Number: D11 -302 Status: APPROVED Applied Date: 09/02/2011 Issue Date: Receipt No.: R11 -02032 Initials: User ID: WER 1655 Payment Amount: $3,076.90 Payment Date: 09/16/2011 10:34 AM Balance: $0.00 Payee: KEY MECHANICAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 34306 3,076.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $3,076.90 3,072.40 4.50 doc: Receiot -06 Printed: 09 -16 -2011 CA Ilk 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 SET RECEIPT RECEIPT NO: R11 -01930 Initials: JEM Payment Date: 09/02/2011 User ID: 1165 Total Payment: 2,548.23 Payee: KEY MECHANICAL CO. OF WASHINGTON SET ID: S000001570 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D11 -302 1,997.06 M11 -124 509.96 PG11 -131 41.21 TOTAL: 1,997.06 TRANSACTION LIST: Type Method Description Amount Payment Check 2356 2,548.23 TOTAL: 2,548.23 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,548.23 TOTAL: 2,548.23 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 va, (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: 0 &TOr) Type of Inspection: rts 4 au :101'/I6 Address: a ( s Date Called: Special Instructions: Date Wanted:. a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: S F P N,�. ko L ✓.4 4, - hip "`n/ e tL ?pi.i;-1- (/'AM/ E „,n ( L i- ” hLi 1L,,f5A-4 , INSPECTION FEE R QUIRE D. Prior to next inspection. fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 INSPECTION NO. INSPECTION RECORD etain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: eQSTe.d u31-10tk -SALE. Type of Inspection: QISiNo{•ibfb C°e.,ILI Address: Li 00 a OSTO 0 '0 R- Date Called: Special Instructions: Date Wanted:. �. Requester: Phone No: .2.0(.. —a�1 61,-LOG , pproved per applicable codes. El Corrections required prior to approval. COMMENTS: prtftto Ins Date: // 7 n REI PECTION FEE REQUIR D. Prior to ext inspection. fee must be pa' c at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;• • i i) I l( l l 1t + i • INSPECTION RECORD Retain a copy with permit INSPECTION NO. , . PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter.Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit 'Inspection 'Request Line (206) 431 -2451 Project: • �..,,,. Cs I* e Type o Inspection: f rMA,A Address: m► 460 is Date Called: Special Instructions: Date Wanted:. i - I / lam. p.m. Requester: Phone & —3q(9-2° (3 Approved per.applicable codes. DCorrections required prior to approval. COMMENTS: vI — 401\ 1-21 0,4\1©0lE_IPJ Date: /1 i/ EINSPECTION FEE QUIRED. Pri ir to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER yr. •a J � a:S` { ��irr me •w�.sHor +r{v'�".mi��tc`- -v —.-w • INSPECTION hL..- RECORD 3� s� • - -- •• Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: • �-e c f - Type of Inspection. S p cav -e.,e /- se, Address: 406 ,05 & -v le : Suite #: Contact Person: Pre -Fire: Special Instructions: Phone No.: 1. 'no U L CM/ a !I hr Alva. i iitisec / rise u 11-1„ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1. 'no U L CM/ a !I hr Alva. i iitisec / rise u 11-1„ Ile? ti 21.5 l(e 4-y vW 6 " , D. U/ -61 ,e #4 S- b i(i (fs Iii• (a✓ IA 47,--,e r'e f /', d 2 17) ,./4. MI 612-0 - 1 0 /in t, 4-, a l 0 / . 0 o ' ._. /4-i OJ - o k. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: / /k/// Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City- State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 / INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa98188 206 - 575 -4407 Project: c 0 x.47 o • Type of Inspection: - Address: goo c-4-5-1-4e Suite #: ,0a. Contact Person: ae......49/ Special Instructions: Pre -Fire: Phone No.: Za4 - 3' ' 34?G Approved per applicable codes. Cgrrections required prior to approval. COMMENTS: 41! Needs Shift Inspection: Sprinklersz Date: /i / /a /i/ - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / Permits: Occupancy Type: ' Inspector: /4131; Date: /i / /a /i/ Hrs.: /J- X e$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 . /MO ...Mr . C ,15 \ \\ ;i,1t, „t;ttt r1IL1tW WC FS ptg�t3t pit, 4/t o/Jires in tine Western ITS �v��0 l (” p,role ry-hte 5,w :Y IS 'z'nu D IZEMEL DATE: 10/11/2011 PROJECT # : 066 -11226 PROJECT : TUKWILA COSTCO # 06 LOCATION : 400 COSTCO DR. PROJECT MANAGER : WBT Concrete Report Number: 11226CR101111 -RH -1 CONTRACTOR: J. HUGHES CONSTRUCTION PERMIT # : D11 -302 INSPECTOR : RANDY HANSEN JURISDICTION : CITY OF TUKWILA WEATHER: OVERCAST Field Data Concrete: Supplier: X CAL- PORTLAN D Time Truck # Ticket # Other Plant No. 292 Site Mix: Slump Mix Air Unit % Air Inch Temp F Temp F Weight 10:58 I 7644 1 466800 5 1 68 1 59 1 Placement Area Location Remarks SLAB POUR BACK FOR PLUMBING TRENCH AT A.5 / 6.5 TO 7.5 AND 4.5 / A.4. FREEZER PIT FOOTING AT 6 / A.4. PLACED BY PUMP. 8 CUBIC YARD LOAD. CONSOLIDATED BY H/F VIBRATION. ALLOWABLE WATER = 30.5 GALLONS. Please Refer To Field Repot Number : 11226DFR101111 -RH -1 Inspector: RANDY HANSEN TEMP: 59 F. Reported Batch DATA Cement Type Design Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (Oz / twL) Water Added On Job Site 1,2 Actual 3220 3220 517 515 1970 1963 1360 1408 250 218 21.00% 21 (Gals.) 25 C143 C1064 C31 Field Test ASTM Method X X X C138 C173 OTHER X Laboratory Data Design Strength 4000 At 28 Days Date Specimans Recd 10/12/2011 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 2191 -1 10/18/11 - 7 4.01 12.63 - 50300 3980 1 DH 3 ASTM C109 2191 -2 11/8/11 - 28 4.01 12.63 - 70330 5570 1 DH 2 ASTM C617 2191 -3 11/8/11 - 28 4.01 12.63 - 70980 5620 1 DH 3 ASTM C1231 X 2191 -4 11/8/11 - 28 4.01 12.63 - 70095 5550 1 DH 2 ASTM C1019 2191 -5 - H - 1 OTHER Test Results Remarks: 1 Cylinders located in blue cure box S.E. corner of building pad X Conforming Results Reviewed By: � Date: /� ,_ of Non - Conforming Code For Break Types: 1 Cone / \ 2. Cone Split 3. Cone Shear / 4 Shear 5. Columner Split Offices Serving The Western United States Concrete Report Rev. 4 Eff. 1621 -08 The information provided on this report is prepaired for the exclusive use of the client. end rosy not he reproduced in any format without the written penn'nssinn of the clan and Krezen 8 Associates wax A DATE: 10/14/2011 PROJECT # : 066 -11226 PROJECT : TUKWILA COSTCO # 06 LOCATION : 400 COSTCO DR. PROJECT MANAGER : WBT ��� ►t, .t)ic0 t Hut'ttt F;iigtit., t: Gol11�" �Yitli•`lices in the Western 1'S ' t',1,7rxr:ftgihre55934.5 2((1 O ^. r Concrete Report Number: 56342 CONTRACTOR: J. HUGHES CONSTRUCTION PERMIT # : D11 -302 INSPECTOR : DON SCHWINDT JURISDICTION : CITY OF TUKWILA WEATHER: INDOORS Field Data Concrete: Supplier: X CAL - PORTLAND Time Truck # Ticket # 5:30 1 7628 1 469492 1 - 1 5 1/2 1 65 1 62 1 Other Plant No. Slump Inch % Air 282 Mix Temp F Site Mix: Air Unit Temp F Weight Placement Area Location Remarks FREEZER PAD, SLAB ON GRADE BETWEEN GRIDS 5.5/6.5 AND A.4 /A.7. CONCRETE WAS PLACED VIA LINE PUMP AND CONSOLIDATED BY VIBRATION. Please Refer To Field Repot Number : 129120 Inspector: DON SCHWINDT TEMP: 65 F. Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (Oz /cwt.) Water Added On Job Site (Gals.) 1,2 Actual 3220 3220 517 515 1970 1964 1360 1359 250 218 21 21 20 C143 C1064 C31 Field Test ASTM Method C138 C173 OTHER Laboratory Data Design Strength 4000 At 28 Days Date Specimans Rec'd 10/15/2011 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 x 2212 -1 10/21/2011 - 7 4.01 12.63 - 58410 4620 1 DH 2 ASTM C109 2212 -2 11/11/2011 - 28 4.00 12.57 - 84370 6710 1 DH 2 ASTM C617 2212 -3 11/11/2011 - 28 4.00 12.57 - 84095 6690 1 DH 2 ASTM C1231 x 2212 -4 11/11/2011 - 28 4.00 12.57 - 84595 6730 1 DH 2 ASTM C1019 2212 -5 10/17/2011 - 3 4.01 12.63 - 35850 2840 1 DH 3 OTHER 2212 -6 10/18/2011 - 4 4.01 12.63 - 47800 3780 1 DH 2 2212 -7 2212 -8 Test Results Remarks: 1 Cylinders located in blue cure box S.E. corner of building pad X Conforming Results Reviewed By: Date: // 7i.... 7/ Non - Conforming Code For Break Types: 1 Cone 2. Cone Split 3. Cone Shear X 4 Shear / 5. Columner _ Split Offices Serving The Western United States Concrete Report Rev. 4 ER. 10121 -08 The information provided on this report is prepeired for the exclusive use of the client, end may not he reproduced in any format without the written permission of the Dien end Krezen 8 Associates I(razari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 10, 2011 KA No. 066 -11226 City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Tukwila Costco #6 400 Costco Drive Tukwila, WA To Whom It May Concern: Permit No. D11-302 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete • Proprietary Anchors To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2009 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASS CIA ES, INC William Throne Operations Manager Puyallup CC: J. Hughes Construction With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 tc-UKrazari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 10, 2011 KA No. 066 -11226 Permit No. Dl 1 -302 City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Tukwila Costco #6 400 Costco Drive Tukwila, WA To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete o Proprietary Anchors To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2009 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN ASS CIA S, INC William Throne Operations Manager Puyallup CC: J. Hughes Construction With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 1, 2 j DATE: 10/14/2011 PROJECT # : 066 -11226 PROJECT : TUKWILA COSTCO # 06 LOCATION : 400 COSTCO DR. PROJECT MANAGER : WBT Site Dcvcltrluu. ut Lugiuecrs With offices in the Western US Corporate office, 54.3d14=2urr Number: 56342 Concrete Report CONTRACTOR: J. HUGHES CONSTRUCTION PERMIT # : D11 -302 INSPECTOR : DON SCHWINDT JURISDICTION : CITY OF TUKWILA WEATHER: INDOORS Field Data Concrete: Supplier: X CAL - PORTLAND Time Truck # Ticket # Other Plant No. Slump % Air Inch 282 Mix Temp F Site Mix: Air Unit Temp F Weight 5:30 1 7628 1 469492 1 - 1 5 1/2 1 65 1 62 1 - Placement Area Location Remarks FREEZER PAD, SLAB ON GRADE BETWEEN GRIDS 5.5/6.5 AND A.4 /A.7. CONCRETE WAS PLACED VIA LINE PUMP AND CONSOLIDATED BY VIBRATION. Please Refer To Field Repot Number : 129120 Inspector : DON SCHWINDT TEMP: 65 F. Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (Oz /cwt) Water Added On Job Site (Gals.) IEN Actual 3220 3220 517 515 1970 1964 1360 1359 250 218 21 21 20 Laboratory Data Design Strength 4000 At 28 Days Date Specimans Recd 10/15/2011 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 2212 -1 10/21/2011 - 7 4.01 12.63 - 58410 4620 1 DH 2 ASTM C109 2212 -2 11/11/2011 - 28 - 1 ASTM C617 2212 -3 11/11/2011 - 28 - 1 ASTM C1231 X 2212 -4 11/11/2011 - 28 - 1 ASTM C1019 2212 -5 10/17/2011 - 3 4.01 12.63 - 35850 2840 1 DH 3 OTHER 2212 -6 10/18/2011 - 4 4.01 12.63 - 47800 3780 1 DH 2 2212 -7 2212 -8 _ Test Results Remarks: I Cylinders located in blue cure box S.E. corner of building pad Conforming Results Reviewed By: //l Date: AI, zi_ // Non - Conforming Code For Break Types: 1 Cone 2. Cone Split 3. Cone Shear X 4 _ Shear / 5. Columner Split I I > n p..,„ ,w, • ✓ �... Offices Serving The Western United States Concrete Report RTA,, f/1a6- -0a9 The information provided on this report In prepaired for the exclusive use of the client, and may not be reproduced in any formal without the written permission of the clien and Krezan 8 Asso ' V 2011 COMMUr'.; / DEVELOP d,r.I T 'azan 772-7.. • FIELD & ASSOCIATES, INC. 4 20111 REPORT NO.: 11126DFR101411 -gn GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENG�EERINta CONSTRUCTION TESTING AND INSPECTION ccvMtI,1:T7 r`IJ d.E CONTRACTOR: J. Hughes Construction PERMIT #:D11-302 DATE: 10 -13 -11 PROJECT #:066-11426 PROJECT: Costco Tukwila INSPECTOR: George R. Naill III LOCATION: 400 Costco Drive JURISDICTION: City of Tukwila WEATHER: Indoor KRAZAN P.M.: Billl Throne TEMP: 7 0 ° Reinforcing Steel Arrived on site as requested by the contractor to perform reinforcing steel inspection in conformance to project plans and specs. 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of freezer pad slab reinforcing steel. Verified bar size, grade and spacing to be complete per plans and specs. ( Note Placement inspector to verify all clearances and installation of 2 #4 bars continuous around perimeter Prior to placement) Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 1501 Field Report Offices Serving the Western United States Revision 5 Effective Date: 7 -29 -11 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 The information provided on this report is prepared for the exclusive use of the client. This report may 005 be reproduced in any formai without the written permission of the client and Kraus & Associates. This region indicates our inspectors observation and testing results based on site cooditims and contractor activities. This information is subject to review prior to final subminal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provide) by others on site Page 1 of 1 a IKraz;aii & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /0-/41-// PROJECT #: ©66 /Aire PROJECT: Ce S i LOCATION: 1/00 ‘©SfCQ DP KRAZAN PROJECT MANAGER: R' %/ �ehe n((i ~At7r1 OCT 2 4 20111 FIELD REPORT NO: 12 912 0 DEVELOP►d 1- J CONTRACTOR: j JURISDICTION: Crily QT ,4-4,,/4 PERMIT #: INSPECTOR: D SG/iwl /t WEATH ER: h��/vorf TEMP: /2' e %% /'4 (4). 4C/4 -f / elve.49ft lot Co-74 /e /J1 c �.var �- 1 r�s P 4 404 4 /6C2 e' / "6-‘11 14?u1,-2, .7 r,/ /6 y /rfSi i ,� - O� f� /.� �� l fey e/' s' Equipment/Asset Number(s): To the best of my knowledge, the abov / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technician: �6r1 rhis report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior tG final submittal. By signing this report, our nspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of he client. This report may not be reproduced in any format without the written permission of the client and Krazan 8 Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 i ammo 0011e� ie DATE: 10/11/2011 PROJECT # : 066 -11226 PROJECT : TUKWILA COSTCO # 06 LOCATION : 400 COSTCO DR. PROJECT MANAGER : WBT V02s i, .N-c ltnu. nt E1tgiureEs ith offices in the Western US COMM hijy ('orpnralenS77ce559.3•18.2xoo DEVEL®�fdiEf4f Concrete Report Number: 11226CR101111 -RH -1 CONTRACTOR: J. HUGHES CONSTRUCTION PERMIT # : D11 -302 INSPECTOR : RANDY HANSEN JURISDICTION : CITY OF TUKWILA WEATHER: OVERCAST Field Data Concrete: Supplier: X CAL - PORTLAND Time Truck # 10:58 f 7644 1 466800 Other Plant No. Slump Ticket # % Air Inch 5 292 Mix Temp F 68 Site Mix: Air Temp F 59 Unit Weight _ =J Placement Area Location Remarks SLAB POUR BACK FOR PLUMBING TRENCH AT A.5 / 6.5 TO 7.5 AND 4.5 / A.4. FREEZER PIT FOOTING AT 6 / A.4. PLACED BY PUMP. 8 CUBIC YARD LOAD. CONSOLIDATED BY H/F VIBRATION. ALLOWABLE WATER = 30.5 GALLONS. Please Refer To Field Repot Number : 11226DFR101111 -RH -1 Inspector : RANDY HANSEN TEMP: 59 F. Reported Batch DATA Cement Type Design Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs water Admixture Admixture Admixture Air Ent. ( Oz l cwl. ) Water Added On Job Site (Gals.) 1, 2 Actual 3220 3220 517 515 1970 1963 1360 1408 250 218 21.00% 21 25 C143 C1064 C31 Field Test ASTM Method C138 C173 OTHER X X X Laboratory Data Design Strength 4000 At 28 Days Date Specimans Recd 10/12/2011 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 2191 -1 10/18/11 - 7 4.01 12.63 - 50300 3980 1 DH 3 ASTM C109 2191 -2 11/8/11 - 28 - 1 ASTM C617 2191 -3 11/8/11 - 28 - 1 ASTM C1231 X 2191 -4 11/8/11 - 28 - 1 ASTM C1019 2191 -5 - H - 1 OTHER Test Results Remarks: 1 Cylinders located in blue cure box S.E. corner of building pad Conforming Results Reviewed By: ,� Date: f ....40 —i/ Non - Conforming Code For Break Types: 1 Cone 2. Cone Split 3. Cone Shear " / 4 Shear / 5. Columner Split Offices Serving The Western United States Concrete Report Rev. 4 Eff. 10-21 -08 The information provided on this report is prepaired for the exclusive use of the client, and may not be reproduced in any format without the written permission of the clien and Krazan 8 Associates FL EC ,PY a T^: fi63 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 202011 City of Tukwila BULL BI-b PLATFORM FRAMING PLAN PARTIAL ROOF PLAN RFVISION Na ? D I I- 30 2. - ,. -0. RECEAvED OCT 1 '< 2 • l FENT F COSTCO T U K W I LA" t_ ' 1 ENG'D: R. RAICHLE DWN: D. TALOA . 1�'� ^' JOB NO: 87022027 REVISED LOCATION DATE: 10 -13 -11 ��yy f°"i ENGINEERS NORTHWEST, INC. o 8Tge �, SHEET: S 1 6869 WOODLAWN AVE. N.E. -4'8.9 JAL to% \\ SEATTLE, WASHINGTON 98115 1b, � � S K 1 JOSEPH F. MONTAGNA Consulting Engineer 1315 Cordova Ave. • Glendale, California 91207 • (818) 244 -0681 Fts S.RQ:-k Cone R. I I CDO S■(0N 1-J2\u'1 uz.. GusTO A MA)/ Q 201 I DATA : ZESIZrAIC ; C G. ASS �'c0= 5 p6F 03ALL pR. S' 5`6'x -' AsTrn I\c R PLAT'' AG Tf1.A -31, b-:- t2- ko, U1oeT PTALP rind D'_ayI SEL I I '5 - I N, tP- A, Ci.LT “tc& Gs-- Co I Ps l Utz . Moo - �� S cocas 64tR, vd, = 2C° V' PF 1 f P #I SANS:,' Vim- 2? Itte. _ Cock L &5 i CaILING PI-Ws t... L_ 1 ,z. F' Los 3 -o,L.# toLL- (3 /0(07 i .1) Np,.. +L2c5,c ,b i-- S �j : Es, t • 22q.V. I O(Ni,Cott i 1-2:f. (,,5c7 \ ' `6-1''''``) k 2-14ta. ( oto? Co El 1 efv e ),. , , i v i Y ..... CpiSct v 16* zli..2k44 6tX I L I 0\ 2.4,,i.t 1A9 X 147 2..),x f-- <0 _ .,54/4 4 1, C,0 1 C7 X <o» q '2>C 12 U•_ tomP'rc3 \2, u .? ►.440\e04 ‘,Lf-ft,...„ REVIEWED FOR CODE COMPLIANCE APPROVED OCT 062011 ,,pity of Tukwila „City DIVISION 2,5 tJo Lac CITY E I i 1 a OCT 0 4 201”' '� 1 °� PERMIT CENTER �° "'c Ps- REVISION N vl I —,,02 JOSEPH F. MONTAGNA Consulting Engineer 1315 Cordova Ave. • Glendale, California 91207 • (818) 244 -0681 � r '2 c f PS-F 2. <12_ 1 36 tt L&11 M Z !-- to tZ --- 'TS .q ` S3 x v -;=52 4.5 1 < 2000 t (2% 2s = s X `,z) p � ‹. _-\ O WE- PA93 L t 1,Q AL,L AID :1-, = 12,(1 r3 x �_ 1‘T/ P _ c isf kc tZte12 '2C0 c 22)D X ‘2,v(), �� t C©wl�i N) t: L d & 21 C7� -4 ,3 c° '° i'' °i�®a cv pt JOSEPH F. MONTAGNA Consulting Engineer 1315 Cordova Ave. • Glendale, California 91207 • (818) 244 -0681 3 o 6 1%.3 L.-4\ D r 12. S J Co 1 r O j LAT L4 G I 4"J (LCW7- •CSC SM6 = 1 43 Ste; ,q53 ,c3 GS 2,51.4 2� � =12`7 \t1/ i0 CstL\Q‹,, QS g ' X 27,3 x 3 P5V _ 6�2 L--$35 W 4 -2 A I 27 •L, 3 x -3 xcc9 9j y 11-9 X 3_ � pGr vt/ 7- t5/1 Lt35 i Z ? 7Z-f 1+25 L35 Cif LIPJ& /A 4 GfY .r-4_2;, �J 2x3:: x 2:7,3 p zzno S% L85 '24 cotocr; sl)Ac o / -# ■ b.K.S e�2i- / .JOSEPH F. MONTAGNA Consulting Engineer 1315 Cordova Ave. • Glendale, California 91207 • (818) 244 -0681 t-{ of 8 q, _251 144 ?Ater~ TO •FAt\D .L J I)GI `?C2 513 7-7—, GQML:C�C3 �°> 4 j( MAX c) f L I AD& 170 CO L-L COOk27GT 3/S rt KS"( LAG-- IOW JOSEPH F. MONTAGNA Consulting Engineer 1315 Cordova Ave. • Glendale, California 91207 • (818) 244 -0681 �/- 214- cip x ct -a ∎ G Ls s N\z.E\ Of 84) '2-1(0(7 ) 10 -q' ` R 21 - T-- s 1 `›O2, O1; 1'z •Q t3 -1-ff 2 V.9 1L- (j\tIA c TerktOli) ,�5z) = frVa 5 L51,5 2 L(5 L L- -z5 2-- Li 55 5 ; I 1.-1-? 5'Z X 12 colt \ 0 'Zzc x I.33 -ate LT)" x 41' x /2 S = 149 i ak ()1D. 5'' ,� 5'' e/ /" 5 = 67"( 113' 47 26,5 Ion C CI N9 kON .F 1 '-f 265 2 x 12-_ $ Ur Ls5 "al 4: ZOO ©�(� �\ 1�3�- 6511 Lg5 2L -IN) X2L -1N�( / -rr �A w� 5- r /(N 'C f? S X G v 15/ 1 2{' + I \1 A,' C-V S � �a a'� @did# 4 s. .--, 1 2R3 L'R, 5 2 = 64? 25 I ''' if , , 1Z-C, . xi3c.LT 1;c i --* V- d?..2..5, 52 ( Lg,s LDLT ve.oi . � tai ®cam JOSEPH F. MONTAGNA Consulting Engineer 1315 Cordova Ave. • Glendale, California 91207 • (818) 244 -0681 3 ( C24-7 73 \aE >s (' '1- /2-u N c-to iib3 V4 t EtAB 02 UAL 26.e 14 ILA TES = � , 4 ti , 'tom - ('PF- x2G' � I/2 PPF LC-6S 723 Las 7 CoQt0E -T t 170 T� 3 L \ 4 T E KS GA SUDS COM6C,T Oft. x+g' = d2Ce Sg(5 MI c `, cat u &26 ID.L, vc69-15 3P = '`?..,14‘, $L 3 c LI_ .L, 21( (.5+-I05.0 ci2 p6F=L43 (T.? JOSEPH F. MONTAGNA Consulting Engineer 1315 Cordova Ave. • Glendale, California 91207 • (818) 244 -0681 6v-tow-PR lJD ALL C cP.,B10 -0 ' Z� 1Vr"Yy� A `- k..lDtOY D ooe._5 GA/I) RgsiSr CzA4 -WALL ' g P E 7 s C oo N aG r f *Io.5 25=- M1 P■x L - To x ` 2 � - v � -3 Cob L'5 Lf35 "Tog @O, ?-/ -// tt1/26:4.4s0-&- JOSEPH F. MONTAGNA Consulting Engineer 1315 Cordova Ave. • Glendale, California 91207 • (818) 244 -0681 Ski g aF a t ( 0 2 7 / ' X 3A" 4\\OGLB LO/ -14 14- 7S BLS @•202p Off. KE>/ `rOL� 53 12 x 1�2 ' vG2(A) @ 12" k )/ -rO c- oIBCe- ,C, = 3-- - (DI 0 FT S� i-kkL` \ X -0 ID p- 141 23'' C EE6 2 212-CoCt r, psi P =2g Of° .019 x-- =Z3- . 8Z� x u) x27 1 0(0./ S ."3'5x1 at° �p $•3� x 1 a� Z G-z..x y CO 1 X G .5 oCo ,013x r� x27 -5 . '46 1 1 D '20%) I2x2- 1 ` U) + U3p ‘VOCOC,Oke t6 • II �Z 1C p F JOSEPH F. MONTAGNA Consulting Engineer 1315 Cordova Ave. • Glendale California 91207 • (818) 244 -0681 Iti r Si t U rep, }Aa Pf .EiL Converting Addresses to /from Latitude/Longitude /Altitude in One Step (Geocoding) Page 1 o:l Converting Addresses to /from Latitude/Longitude /Altitude in One Step Stephen P. Morse, San Francisco Batcb,M90.tForwar) _ ..) Deg /Min_tSec to,Decimal Batch: Mode(Reverse), G, ,, Computingpistances; Batch.,,Mode,(AltitudeL Frequently Asked,Questions My,Qther Webpages, address 1160 SAXON DRIVE city TUKWILA state WA zip 98188 country United States (, DeterminejLat/Lon, eats Get,Mtudes,�, [rte latitude longitude above values must be in decimal with minus signs for south and west ( Determine,Address reset ❑ Access geocoder.us / geocoder.ca (takes a relatively long time) from google decimal deg -min -sec latitude 147.563902 147° 33' 50.0472 "I longitude 1-122.308452 -122° 18' 30.4272" altitude from use decimal deg - min -sec] latitude 47.4500772656715 47° 27' 0.2782" I longitude - 122.280663825145 -122° 16' 50.3898' altitude 1160 SAXON DR TUKWILA WA from yahoo decimal I deg -min -sec latitude 47.444852 47° 26' 41.4672" Longitude - 122.249482 - 122° 14' 58.1352" altitude 1160 Saxon Dr, Tukwila, WA 98188 -4804 from terraserver decimal deg - min -sec latitude 47.44471900 47° 26' 40.9884" longitude - 122.24955500 - 122° 14' 58.398" altitude 1160 Saxon Dr, Tukwila, WA 98188 -4804 Data presented here comes from the following websites: http: / /www jewishgen.org/ databases /stevemorse /jcal /latlonremote.php ?cookie= &hidden =... 4/29/2011 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.45000000000001 Longitude = - 122.28 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.430 (Ss, Site Class B) 1.0 0.490 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.45000000000001 Longitude = - 122.28 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.51 Period Sa (sec) (g) 0.2 1.430 (SMs, Site Class D) 1.0 0.740 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.45000000000001 Longitude = - 122.28 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.51 Period Sa (sec) (g) 0.2 0.953 (SDs, Site Class D) 1.0 0.493 (SD1, Site Class D) STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY Permit No. Costco Tukwila, WA Overstock Freezer / Cooler August 22, 2011 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 1 4 2011 City of Tukwila h,,UILDING DIVISION CITYTUPoLA SEP 0 2 2011 PERMIT CEN per.+ 6869 Woodlawn Avenue NE . Seattle, WA 98115 "'m� 206.525.7560 . fax 206.522.6698 www.enwseattle.com 1?114O2 ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. � N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # PROJECT � S / '-� L 6).14 DATE 8 -2-Z' SUBJECT SHEET OF BY ��¢cc Duey e a I q; -" z = /3-2p/ p ie..44.14 /$-7 & 41/ '21-= 4 ky,oivr q- LP-9 ‘500 r i fa.frc_ 7 Oaf .11.e4teS out Cm/ ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # PROJECT ®% &d DATE SUBJECT SHEET OF BY 2- , zf4,899 51 = /399 Ss- •c7L7e Input = Job Number. Job Name: Location: ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) REV. 1 12/2/09 SEATTLE, WA. 98115 REV. 2 2/3/10 Property of Engineer: Northwest, Inc., Seattle - Use by others unlawful ` "" LATERAL LOADING FOR MECHANICAL UNITS Component Definition: Table 13.6 -1 Category = Site Class (soil) = Ss = IP = Equipment is mounted on Wmd Speed = Exposure = Category = Is this a hurricane prone region? Ka= Wind Is The mechanical unit Is MU Comer "A" Weight = MU Corner "B" Weight = MU Corner "C" Weight = MU Comer "D" Weight = MU Height = MU Length = MU Width= Roof height above ground level = Building Width = Seismic: ASCE 7-05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7-05 Section 6.5.15.1 & Figure 6 -21 (rooftop equipment) ME -12) Other mechanical or elsctri al components Mechanical and Electrical Component 1.399 1.0 Root 85 mph B 8 NO 1.00 Normal to face Rigid 1025 lb* 1825lbs 1825 bs 1825 bs 2.5019 41.0019 7.0019 25.0011. 300.00 R Section 13.1.3 TOP OF ROOF Table 1 -1 Table 6.1 Table 8.4 Not Dynamically Sensitive x GRADE Table 13.6-1 Seismic Output F' 1.00 Table 11.4 -1 Sins= 1.399 Gas = FaSs Section 11.4.3 (Eq. 11.4 -1) Sias = 0.933 Sds = 7/3Sms Section 11.4.4 (Eq. 11.43) 7 R ea/lip = 0.667 Table 13.8 -1 zlh = 1.0000 at roof level (Eq. 13.3 -2) Fpu= 1.6"Sosip'Wp= 1.4928 "Wp Upper bound (Eq. 13.3 -1) FP, 0.4- aa'Sos Ip/RP (1 +27/h)Wp = 0.7484 'Wp Calculated (Eq. 13.3-3) 0.2799 'Wp Lower bound Wind Output Fp.= Sos'Ip p Fn, design = Fp design e Fp design e 0.7484 0.5225 3396 bs 'W [U.S.D.] [A.S.D.] Working (0.7 factor ) 1---- Total Force [A.S.D.j z = 28.25 ft. (height at centrold of MU) 1= 1 Table 8.1 Ka = 1.00 Sec. 6.5.7.2 (Eq. 6-3) q, = 18.50 `Ks Sec. 6.5.10 (Eq.6 -15) (KJ,. = 0.70 Table 63 (givo a = 0.70 Table 6-3 (gr)ma = 12.96 psf Velocity pressure at height z above the ground (gr)eo"na= 12.95 psf Velocity pressure at height h above the ground C$= 0.850 t3ust effect factor- Section 8.5.8 C,= 1.3 Net force coefficient from Fig. 8-21 (ga)„a o,C, = 14.32 psf ( Eq. 8.28 ) (aacciam(CC, = 14.31 psf ( Eq. 6-28) 3386 bs AS A, = 102.5 sq.ft. Projected area normal to the wind except where C:, is specified for the actual surface area. v Area Factor= 1.9 Section 6.5.15.1 F,pa, = q,r3,C,A, = 2789 Ras ( Eq. 6-28 ) Faouna = gca3Cr4 = 1487 9 ( Eq. 8.28) z F • 2789 bs Total Force (8.S.D.j APPLIED LOADS SEISMIC REACTIONS Comparison: Fseismic > Fwind -. Seismic Governs Lateral Design Overturning & Sliding (bLono)r &osc)xl = lAc w)o (IAO)z = Vae = Vc.o = (MrnIsa = (Mor)0,, = TO=YS= 2.101t. 20.50 ft. 20.50 ft. 7.00 ft. 1898 6s 1698 Ras 3566 9-5 3566 lb-ft 509 lbs (height of lateral load) (horizontal location of lateral load) (horizontal location of lateral bad) (length of holddown) To =To= 5099s Tumor = T -0.6(P012) (ASO Combo: 0.80 +W) (Tururr)e ° -4801bs (ASD) (Tururr)n= -486 gas [AS131 (Tururrle = -4681b, [A001 (Toronto ° -460 Ibs [ASOj VA • V. • 849 bs [ASD] yo a Vo • 8491bs [Asp] MU Lateral - Comer Loads fr 4.4 IA.., bowl 4(ot GC.- e.v (w G G ' `i IL- O' L r 7 fr i 8/22/2011 Copy of ASCE7 -05 2009IBC MU Lateral Results for LC 1, Engineers Northwest Jose Parada Aug 22, 2011 at 9:08 AM Condenser support.r3d { Results for LC 1, Engineers Northwest Jose Parada Aug 22, 2011 at 9:08 AM Condensersupport.r3d Company : Engineers Northwest Designer : Jose Parada Job Number : Aug 22, 2011 9:37 AM Checked By: Hot Rolled Steel Section Sets Label Shaae Design List TVDe Material Design Rules A rin2 Iw rin4 Izz rin4 J rin4 1 Beam W16X36 Wide Flange Beam A992 Typical 10.6 24.5 448 .54 2 • Heade' W16X26 . Wide Flange . Begin . A992 Typical • T.68 9.59 301 . .26 3 post PIPE 5.0 Channel Column A36 Typical 4.03 14.3 14.3 28.6 4 Braces. . L3X3X4 Channel . HBace A36. Typical 1..44 1.24 1.24 .032 Hot Rolled Steel Properties Label E rksi G rksi Nu Therm ( \1 E5 F) Dens " 1 A36 29000 11154 .3 .65 .49 36 2 A572Grade50 29000 11154 .3 .65 .49' 50 3 A992 29000 11154 .3 .65 .49 50 4. A500.42. 29000 1.1154. .3 .65 .49 42 5 A500 46 29000 11154 .3 .65 .49 46 Member Primary Data Label I Joint J Joint K Joint Rotate de 1 M1 N3 N6 0 0 Beam Wide Flange Beam A992 Typical 2 M2 N5 N8 N3 0 Beam Wide Flange Beam A992 Typical 3 M3 N5 N4 0 Header Wide Flange Beam A992 Typical Typical 4 M4 N4 N3 41.75 . .2.5 Header Wide Flange Beam A992 5 M5 N8 N7 0 Header Wide Flange Beam A992 Typical • 6 M6 N7 N6 10.4375 2.5 Header Wide Fiarige *Beam A992 Typical 7 8 M7 M8. N4 N7 N1 N2 11 post post Channel Channel Column Column A36 A36 Typical . Typical 9 M9 N5 N12 . 2.5 .3.5 Braces Channel HBrace A36 Typical 10 M10 N12 N10 14 N14 Braces Channel . HBrace A36 Typical 11 M11 N10 N14 Braces Channel HBrace A36 Typical 12. M12 N14 N8 Braces Channel HBrace . A36 Typical 13 M13 N11 N14 Braces Channel HBrace A36 Typical 14 M14 N13 N10 Braces Channel .. HBrace A36 . Typical Typical 15 M15 N9 N12 Braces Channel HBrace A36 Joint Coordinates and Temperatures Label 1 N1 0 0 0 0 2 N2 41.75 0 0 0 3 N3 0 2.5 -3.5 0 4 N4 0 2.5 0 0 5 N5 0 2.5 3.5 0 6 , N6 41.75 . .2.5 -3.5 0 7 N7 41.75 2.5 0 0 8 N8 41.75 2.5 3.5 0 9 N9 10.4375 2.5 3.5 0 10 N10 20.815 2:5 3.5 0 11 N11 31.3125 2.5 3.5 0 12 N12 1.0.4375 . 2.5 .3.5 0 13 N13 20.875 2.5 -3.5 0 14 N14 31.3125 2.5 .3.5 0 RISA -3D Version 5.0d [Q: \... \... \87- 022027 overstock freezer cooler \Calcs \Condenser support.r3d] Page 1 Company : Engineers Northwest Designer : Jose Parada Job Number : Aug 22, 2011 9:37 AM Checked By: Joint Boundary Conditions Joint Label X (kiln Y rk/iin Z (k/in X Rot:fk- ft/radl Y Rot Fk ftlradl Z Rot fk -ft/ ad 1 N1 Reaction Reaction Reaction Reaction Reaction 2 - 2 N2 Reaction Reaction Reaction Reaction . Reaction M1 Member Distributed Loads. (BLC 1 : ) Member Label Direction Start Mactnitudeilk/ft .... End Magnitudefk/ft .d... Start Location fft . %1 End Location ilft.% 1 M1 Y 0 0 0 0 2 M1 Y 0 0 0 0 3 M1 Y 0 0 0 0 4 .. .M2 Y. �- .- 0 0 0 5 M1 Y -.08 -.08 0 0 6 M2 Y -.08 -.08 0 • 0 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1 'Yes) Joint Reactions LC Joint Label X ilk Y ilk Z ilk MX ilk -ft MY [k -ft Z [k- 1 1 N1 0 3.34 0 0 0 0 2 1 N2 0 3.34 0 0 0 0 3 1 Totals: 0 6.68 0 0 -.433 0 4 1 COG (ft): X: 20.875 Y: 2.5 Z: 0 4 0 -.31.1 Member Section Deflections (By Combination) LC Member Label Sec x in v ilin z in x Rotateilradl (n) Uv Ratio (n) Uz Ratio 1 1 M1 1 0 -.007 0 - 1.687e -4 NC NC 2 2 0 -.311 0 = 1:504e -4. 1651.54 NC 3 3 0 -.433 0 - 1.504e -4 1177.634 NC 4 4 0 -.31.1 0 - 1:51Re4 1651.54 NC 5 5 0 -.007 0 - 1.687e -4 NC NC '6 1 M2 1 0 -.007 0 1:687e=4 . NC NC 7 2 0 -.311 0 1.192e -4 1651.523 NC 8 3 0 -.433 0 6:9633 -5 1177.62 NC 9 4 0 -.311 0 1.192e -4 1651.523 NC fa 0 -.007 0 1.687e =4 . NC NC 11 1 M3 1 0 -.007 0 4.445e -7 6571.307 NC ' 12' 2 0 ' =.005 ..0 3.5253 =7 9905088 . NC 13 3 0 -.003 0 2.605e -7 NC NC ' 14 4 0 -.002 0 1 :6843 -7 NC NC 15 5 0 0 0 7.641e-8 NC NC 16 1 M4 1 0 0 0 • 7:641e,8 NC NO 17 2 0 -.002 0 7.641e-8 NC NC 18 3 0 -.003 0 7.641e -8 .NQ .. NC 19 4 0 -.005 0 7.641e-8 9905.888 NC 20 5 0 -.007 0 7.64.16:4 6571.307 NC 21 1 M5 1 0 -.007 0 - 4.445e -7 6571.307 NC RISA -3D Version 5.0d [Q: \... \... \87- 022027 overstock freezer cooler \Calcs \Condenser support.r3d1 Page 2 Company : Engineers Northwest Designer : Jose Parada Job Number : Aug 22, 2011 9:37 AM Checked By: Member Section Deflections (By Combination) (Continued) LC Member Label Sec x in v finl z in x Ro • 22 2 • .. 0 . . -:005. 0 - 3.525e=7 9906.888 NC 23 3 0 -.003 0 - 2.605e -7 NC NC 24 4 0 -.002 0 - 1.684e -7 • NC • 25 5 0 0 0 -7.641e-8 NC NC .26.. 1 M6 1 0. 0. 0 - 7.641e -8 . NC. NC 27 2 0 -.002 0 -7.641e-8 NC NC 28 3 0 -.003 0 :7..6416=8 • NC NC 29 4 0 -.005 0 -7.641e-8 9905.888 NC . 30 5 0 -.007 • 0 -7.641618 6571.307 NC 31 1 M7 1 0 0 0 0 NC NC 32 2 0 0 0 0 NC NC 33 3 0 0 0 0 NC NC 34 4 0 0 0 0 NC NC 35 5 0 0 0 0 NC NC 36 1 M8 1 0 0 0 0 NC NC 37 2 0 0 0 0 NC NC ..38. 3 0 0 0 0. NC 39 4 0 0 0 0 NC .NC NC 40 5 0_ .. . .. _. . . 0 . _ . .. 0..... . . NC ._ NC. . 41 1 M9 1 0 -.007 0 1.404e -4 NC NC 42 2 0 -.083 0 31314e =4 NC NC 43 3 0 -.159 0 5.225e -4 NC NC 44 4 0 -.235 0 7 :136e -4 NC NC 45 5 0 -.311 0 9.046e -4 NC NC .46 1 M10 1 0 -.311 0 - 1.154e -3 NC NC 47 2 0 -.341 0 - 8.514e -4 NC NC 48 3 0 -.372 0 - 5.483e -4 NC NC 49 4 0 -.402 0 - 2.452e -4 NC NC • 50 5 0 -.433 _0_ 5.7.83e -5 NC NC 51 1 M11 1 0 -.433 0 5.783e -5 NC NC 52 2 0 -.402 0 - 2:452e -4 NC NC 53 3 0 -.372 0 - 5.483e -4 NC NC 54 4 0 -.341 0 - 8.510 -4 NC NC 55 5 0 -.311 0 - 1.154e -3 NC NC '. 56 1 M12 1 0 -:311 0 910466r4 497.142 .NC 57 2 0 -.235 0 7.136e -4 662.856 NC 58 3 0 -.1.59 0 . 62256 -4 994.284 NC 59 4 0 -.083 0 3.314e -4 1988.569 NC 60 61 1 M13 5 1 0 0 -.007 -.311 0 0 1.404e' -4 - 1.848e -3 NC NC NC NC 62 2 0 -.311 0 - 1.848e -3 NC • NC 63 3 0 -.311 0 - 1.848e -3 NC NC 64 4 0 -.311 0 - 1.848e -3 NC NC 65 5 0 -.311 0 - 1.848e -3 NC NC 66 1 M14 1 0 -.433 0 0 NC NC 67 2 0 -.433 0 0 NC NC 68 3 0 -.433 0 0 - NC NC 69 4 0 -.433 0 0 NC NC 70 5 0 -.433 0 0 NC NC 71 1 M15 1 0 -.311 0 1.848e -3 NC NC 72 2 0 -.311 0 1'.848e -3 NC NC 73 3 0 -.311 0 1.848e -3 NC NC 74. . . .4 . 0 -.311 .0 , t848e -3 _ NC. NC . RISA-3D Version 5.0d [Q: \... \... \87- 022027 overstock freezer cooler \Calcs \Condenser support.r3d] Page 3 Company : Engineers Northwest Designer : Jose Parada Job Number : Aug 22, 2011 9:37 AM Checked By: Member Section Deflections (By Combination) (Continued) LC Member Label Sec x [in] 151 0 y [in] z [in] x Rotate[rad] (n) Uy Ratio (n) Uz Ratio 75 -.311 0 1 1.848e -3 1 NC 1 NC Member ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loc[ft] Shear UC Loc[ftl Dir Fa[ksil Ft[ksil Fby[ksil Fbz[ksil Cb Cm y Cmz Ean 1 1 M1 W16X36 .816 20.875 .018 0 y 1.375 30 37.5 4.536 1 .6 1 H1 -3 2 1 M2 W16X36 .816 20.875 .018 41.:75 'y 1.375. 30 . 37.5 4.536 1 .6 1 H1 -3 3 1 M3 W16X26 .055 3.5 .023 1.75 y 26.166 30 37.5 33 1.75 .6 .6 H1 -2 4 1 M4 W16X26 , :055 0 - .023 0 -y 26.1.66 • 30 37.5 33 1.75 • .6 • .6 • H1 -2 5 1 M5 W16X26 .055 3.5 .023 1.75 y 26.166 30 37.5 33 1.75 .6 .6 H1 -2 ' 6 1 M6 W16X26 .055. s '0 - 023. ' 0 y. 26:166 _30_ 37:5 33' 1.75 • .6 .6 _H1_2 7 8 1 1 M7 M8. PIPE_5.0 PIPE 5.0, .040 ..040 0 0 .000 .000 0 0 20.839 20.839 21.6 21.6. 23.76 23.76. 23.76 23.76 1.75 1.75 .6 .6 .6 .6 H1 -1 H1 -1 9 1 M9 L3X3X4 .000 0 .001 0 y 2.301 21.6 - Code ... -10 1 -M10 ''L•3X3X4' ,:.000. 0 ..002 0 . y .2.301 . . 21.6 . - Code ... 11 1 Mil L3X3X4 .000 0 .002 0 y 2.301 21.6 - Code ... ` 12 1 - M12 L3X3X4 .000 0 '.001 0 y 2:301• 2:1.6 -' = Cone ... 13 1 M13 L3X3X4 .000 0 .000 0 y 7.417 21.6 - Code ... - 14 11 M14 -L3X3X4 • ••.000 •0 .000 0 y 7 :417 21•.6 - Code ... 15 1 M15 L3X3X4 .000 0 .000 0 y 7.417 21.6 - Code ... RISA -3D Version 5.0d [Q:\... \... \87- 022027 overstock freezer cooler\Calcs \Condenser support.r3d] Page 4 PE PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -302 PROJECT NAME: COSTCO SITE ADDRESS: 400 COSTCO DR Original Plan Submittal Response to Correction Letter # DATE: 10 -17 -11 Response to Incomplete Letter # Revision # 2 After Permit Issued DEPARTMENTS: Deision Public Works A'W\ N /A- it8-t Fire Prevention Structural Planning Division n n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-18-11 Complete Incomplete Comments: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11-15-11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 HERMIT COORD CORD PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -302 PROJECT NAME: COSTCO DATE: _10/04/11 SITE ADDRESS: 400 COSTCO DR Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: B ll ng Division u Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/06/11 Complete ISA Comments: Incomplete Not Applicable No further Review Required Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 11/03/11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 'PERMIT COORD COP* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -302 DATE: 09/02/11 PROJECT NAME: COSTCO WHOLESALE SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued EPARTMENTS: B di vision u lic WO4 Fire Preve tion Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 /06/11 Complete 7,1 Incomplete n Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/04/11 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: G/OC PERMIT NO. SITE ADDRESS: MOO WAR? 1) 2 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF I T IT LS STAFF INITIALS ISSUED DATE STAFF INIT�4f/I% STAFF INIT A, S I (^Y_ ROA Summary of Revision: Summary of Revision: y,prr� Ctm �� wwVI — e,� (0 c - a� 1 Summary of Revision: (,opt - =,(L 1.L WK`D Gill, Lc Received byd.;— _ _-_____— Received by: uc 0/2_t1 REVISION NO. DATE RECEIVED STAFF I T IT LS ISSUED DATE STAFF INITIALS STAFF INIT�4f/I% I (^Y_ Summary of Revision: Summary of Revision: y,prr� Ctm �� wwVI — e,� (0 c - a� 1 Received byd.;— _ _-_____— _______(please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: //www.ci.tukwila.wa.us • REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ' OH 7 " Plan Check/Permit Number: — 3 Q' ) Response to Incomplete Letter # esponse to Correction Letter # Revision # Z after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: COS4t -o W (AILS ? 1_t Project Address: LfoO rotte o 7r Contact Person: 1 7_,D.r N S Phone Number: 7-S 7 $ 71_ 737z_ Summary of Revision: ev,t3 LJ-4-Ait bo( v'1 eh C0 -S.-0-i P124 -4c -I, a_ 1,-„4 TG, gt I 3 RECEIVED olf IMAM A OCT .17 2011 ti4Igt MITER Sheet Number(s): "Cloud" or highlight all areas of revision including date of r v' • c Received at the City of Tukwila Permit Center by: I-- Entered in Permits Plus on 1 O f - 1 H:\Applications\Fomuo-Applications On Line \2010 Applications N7-2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7 -2010 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I 0 r Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # gRevision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: eoS1c_a c,J 1A.o (.e Szte_ Project Address: Contact Person: Summary of Revision: 6400 C c -i -c o 'D(Z 73 l ZOP- -Ng- 5 Phone Number: 2-r3 27 2_ 7 7, 2_ G aA 7) c A-/ CR'Vaoa TED - y ^mc�a 0C 1 t'RMIT cerrEti Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t21 Entered in Permits Plus on VA 01-\ H:\Applieations\Fomu- Application On Line \2010 Applications\7 -2010 - Revision Submittal.doe Created: 8 -13 -2004 Revised: 7 -2010 Contractors or Tradespeople Per Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name KEY MECH CO OF WASHINGTON UBI No. 600196154 Phone 2538727392 Status Active Address 19430 68Th Ave 5 Ste B License No. KEYMEW'240NZ Suite /Apt. License Type Construction Contractor City Kent Effective Date 8/9/1976 State WA Expiration Date 4/1/2013 Zip 98032 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date HEISLER, ROBERT L Cancel Date 01/01/1980 Bond Amount LEONARD, FRANK W 10 01/01/1980 023011682 SANDAHL, LEE F Until Cancelled 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 10 LIBERTY MUTUAL INS 023011682 04/01/2009 Until Cancelled $12,000.0003/23 /2009 9 INSURANCE CO OF THE WEST 1886384 04/01/2003 04/01/2009 $12,000.00 03/31/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 23 OLD REPUBLIC GENREAL INS A1CG00081100 03/31/2011 03/31/2012 $1,000,000.0003 /31/2011 22 TRAVELERS PROPERTY CAS INS CO DTCO526D7003TIL10 03/31/2009 03/31/2011 $1,000,000.00 04 /02/2010 21 TRAVELERS INDEMNITY CO OF AME DTC0526D70031ND08 03/31/2008 03/31/2009 $1,000,000.00 03/18/2008 20 TRAVELERS INDEMNITY CO DTEC0526D7003INDO7 03/31/2007 03/31/2008 $1,000,000.0003 /28/2007 19 TRANSPORTATION INS CO G224885996 03/31 /2006 03/31 /2007 $1,000,000.0003 /08/2006 18 CONTINENTAL CAS CO C2024885996 03/31/2005 03/31/2006 $1,000,000.0003 /31/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 09/16/2011 MASTER SET 11082007 5 5 i 5 • Y*w.a» - ,, . h T 0 0 0 0.. 005. » *,5*: », * »' c 5 • ._ m. »»>5,>Y*>4ruv* » : »Y.S . .., >..n:....n..a...._, >n. »x:55..5...!».,.. »,r 5,,»N...:.,ara;»airrYffa55..54 ._......,».._. • • ..,...._AL.`' " : °t ...........» {•7555», 5 5I I 1 5 5; 5's 5,€ PHOTO PROJECT DATA BUILDING DATA: MAIN BUILDING AREA TIRE INSTALLATION EINTiN (2-5 193,252 S.F. (REMAIN UNCHANGED) - 2,400 S.F. (REMAIN UNCHANGED) EXIST. TOTAL BUILDING 196,652 S.F. NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. f5,555:f .............5. . :. : :......,. :.7500.... 5050,,, 05,55.. 5 . :.,a......,..,a »75,5,,,,0 , .,^,.,,,,,,....,: 5....:.:^<.^: n. v.: v,. ...,v..,,,,,,t,,,,,,aaa..r,,,,, ,,,,.,- :} . :.5fi*n.uv...v5,. „:... ».,,.:,,....,. :.St..V.. v..t. *w...vn 5 ,,.44 , *5000 ».n.. n:> : ✓ :x .>..t.,, ,.r 5.0: ; , r., t 5.0: .. ralaY *550ain.f»..,. .......x�v.* :' , > , .. 5...0•0•0•.. wx: rtttx<. n;»:< ttt<.> ttt»»..,.».»..»,,».0"w. tturituttt <tatt /aZta05ntr f„uxrc:e;: :,c; ,% awtt'» n..v: xtaa.<,.. „ f..n,a,n,r<, a.c,.1< .%x:*:r 5 5 ,f,aar,,55. 7500 44:44x*>5. 0000... .5,...,... .5...., 0000 >. .555.::3 5 »u ,avaf,ivu .a»75ai. va. ..a:. „50, :........445..... ...,t..»»»...».. ..,.55554.444w5.5.5 ▪ v,5 t«<x<awro >Y.vaw.a: <»f : > :h f,,.:,«�•� :_- , • 5 55.00. 0$55.0. ... J....,.....,,... 0000.. i„ t> Y.tio >Ya »ii»: »:.»;»:liiM:>: :w,:s 11fiY5�>, ». a >n_ 5,005.» r »a,,,,,,5 555. : »,..,�75»,x5 5 5:.»5..55, 5n»»",* x < : „a,,,,,,V: ar, »r5� »,44x0 »» v, <. . c;xx x<a t .....a,;.r::,;; 0000. . > .:w,,,. ,,,,,, 50.55. »,.» >.: 555m55tsx . : >.ww..wa.•5, r>ar - .'555, ».fine:.....,.. .r..xxnifi:.,... •1f »..511 4..4 44x4.50,445.0. ,5.:54.00,444.4xx5v.5f :w»rr.5. e,a.5>w 750.x54555 rax.. :..r...»».axro :,*..*...5,55 ":4:n»...<,... 5e...0555,40.44440 5 *75.:.x5.... ......,55.:...5. 55 5.,55 *•505..,:.... *. 5555 ..fif:,«, 515 5.,•5..; .,> '{5..405 *>55..5,55»>»> ,.x55.,,>55„i:44. ,5 >x5,r :75.5»,5. »55 >. ,..,50 >f44w1x,.<w5*,:Ya5550. :ex ». • »a .,;ads:... .x <. _5.000... �, vx':x;, 'cfixx>�»s5 0505. ....., ............... a, tt««.«, 5..«....... 55:>;:„, r„« t>....... ..........,«a,x<...,w:...t�: -tt •1 ...:.,5 «. . } ..555555.55555555.5550551,555». v :»5.555,5,4 » :.w,: « »,>x: >.w »< :vr50 5.t 00» 5.4...: k .r.»,aY, »a5 *a�.s ..,f,,, ru. ,!,5555 .55...x4,*/«..,.5....a:. q•••r>s..... ww...5..v m5>,unWV.55555 a<at. «c lavn.,W +,:<v.m i^t5 ` .5 as.. ^ ,55,,,.. 55 :,5 .:. . ,ai :r> t^5 5:,5^5.5'... ▪ 55,5 55,,,,,5,555:ass55.>s �"^^.•-,.,-55,55xczv. , • • s ,tr.<a: << ,,5.5, >,,, .055x, >:a;, , t,, , w>55 . , ,5, y; .▪ . - -- ., . z,3u,,,sr,5. 0000 7575 ....ce.: :..5. : ..... Ss .} ......:... r }fi'fi• 5065.. ra....tt...... «75.75, wr i ».:z <� 4 AREA OF WORK THIS PERMIT SALES COOLER AND FREEZERS REFRIGERATION CASES ...:...,,.v.n: ............. 5.050,.» `m�v.::'.......:. ^3.,.. - 5 :::nv .............. ... F....t,it £ } 05•.x:..0 .. ,. za# Emu _— • • • <r�,44w55x 5 ,.. ....,..........._.:....;,...... SALES V` u ✓; EFCE 55 5 TEL. *»..... .. 5 <<x 55 • 5::55. ne.raj • .„,,,,.::....;:,.,::::...,,r,, 5,: a»,»: a» 5: 55>:> Yi»: xx< xa» isW.. n»>, w:% w.• m»>:.»»>:<.» iirn:.: araa >;Y :kE, :e »; >rr<vwari:w > :' /. « <ya �a.Y:5. 5.i :�i,. » > :>fii.•. > > 5 5 n.». *,55 �� :a »:w 5 • ,•, .. : :.0,044•4,4",,,,,S00.4%,,,,,,,, „::::;: , , :.,,,,,,,,,,,,,,,,,,,40,,,,,,,,,,,0%,,,,,,,4"444,4444,9,,,,, .:.: 055.5.¢ n a.::..: 5 5.005. .z,;a r. „ c - ,, 05.5.0.. 0,,, - . 0 0, 0000 #,x >•xis Y 1rar.5 „ a „5<:a 50,55 i5» . -.t:, a. ,.;• i • 5, a,,,.< :n.....:, „, 5,• 0500:,,., t<, 15 <tv....• .. FREEZER/COOLER INSTALLATION NOTE: 1. FABRICATION DWG. UNDER SEPARATE SUBMITTAL. SEE DETAIL #3 ON SHEET A201 FOR TYP. CURBING AT STEEL COLUMNS. • • • 1 1 1 1 1 5>5 :55..x,5.44..* .:aa*gw5. . »»rnav **n »».:.:*5.».5:50:. r,r `,;a*aww*au, »>ra *;55.4.5 ».m.> *.a..aar *>C{"•• <., »,.a, .,,5755 »r, i»,,,,,,,»,,..,»,ar .e. >.. :,, »5.r »a.:r..a,.5:,.,.v,:., »55>r » :*»: 5tr .ax. ,7555„.:,», a r »5.*• ...„. ». ...... :r:.:,r.� ... ... u..,w.. {5,5;50» .,,5»; ... :, R ,».nwa::xw 575,»,..:;; a.. w* >;<.v,t ::xa'>:»5t:xtaattatttt,ti ttt tttita 4444,, xat: xt» 5: ttttatt< ta% v, ttt: i .5t.,'.5;tttyttttatttatta; :ttnMM 5 • • PLATFORM / CONDENSER ABOVE a5 .5544 5, , £ Y.,. ,< ,544,5, ._ • x 3 I 1 1 1 OFFICE 5 55 TIRE FX Pennft No. rrsiiiew approval twroved Reid By Sty Of Tukwila BUILDING DIVISION Como WHOLESALE TUKWILA, WA LOCATION 006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE T: 425.313.8100 • 'BAKERY 55; Or:51515 GVVB. (PAINT) MINIMUM 12 GA VVIRE SPREADER BAR MINIMUM (3) TURNS IN 1-1/2" MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER-SLOPING WIRES 10 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 HEAVY DUTY SYSTEM MAIN RUNNER 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 nnnnnnnnn SALES COOLER. SAL •E FRE COOLER LAY-IN BOARD, SEE ROOM FINISH SCHEDULE CROSS TEE POP RIVET ERMIT SET ARMSTRONG BERC2 CLIP NOTE: CEILING MEMBERS MAY BE ATTACHED -TO NO MORE THAN (2) ADJACENT WALLS (DAT LINTEL COOL @MAIN RUNNERS & CROSS TEES ATTACHED WALL PARALLEL TO MAIN RUNNER, 12 GA VVIRE, TYPICAL MIN (4) TURNS IN 1-1/2" PARALLEL TO CROSS TEE FOR ADDITIONAL NOTES SEE STRUCTURAL DRAWINGS PARALLEL TO CROSS TEE PARALLEL TO MAIN RUNNER VERTICAL STRUT COMPRESSION POST TO STRUCTURE ABOVE 12'-0” OC EACH WAY, START 6'-0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER - SEE STRUCTURAL @SEISMIC BRACING w U W CD w z 0 LL 11-CIC 1H Lu Lu Lu 0709 EXISTING PLYWOOD EXISTING 2x 2x4 DF @ 24" 0.0. w/ SIMPSON HU HANGERS EA. END 10d NAILS AT EACH 2x NOT ATTACH TO DEFLECTION TRACK COOLER DX6LN (18 TYP.) • 5 5'i.:»..:,......, 5.... x.,. »5 »:::...:5 ....+<x <u5r.«< <« <..5 <a55c55..:..•• 4444,..: ::.«xtx :<•, <.,....>va.: „5.05.0: x: <«« 'SEPARATE PERMIT REQUIRED FOR: refikathanicat eitectrical OPPlurnbing City of Tulcwila 1.111.2111G DIVISION 18GA. BOTTOM TRACK w/ VELOCITY PINS AT 18" 0.C. EM AIR DOOR ABOVE 100' -3” EXISTING CONC. SLAB MITCHELL C. SMITH,ARCHITECT 164' -6" 3” GA 36' -01 CLEAR 55 63' -O'`;: CLEAR ENCLOSE EXIST. COL. W/ PLY. WD. SHT. AND STAINLESS STEEL COVER FULL HEIGHT (TYP.) EXISTINaIUIECHANICAL MEZZANINE ABOVE DASHED NEW SLAB PER STRUCT. DOTTED FULL HEIGHT STUD WALL BEHIND FREEZER SHADED SEE DETAIL A -2.01 (22) NEW 15' TALL STEEL RAIK INSIDE COOLER AND FREEZER (S.O.I.C.) NEW SLAB PER STRUCT. DOTTED A -2.01 A -2.01 3"GAP 153' DEMISING WALL DETAIL ROOFVENT CURB GYPSUM BOARD OVER FURRING HIGHLIGHTED. TEXTURE AND PAINT TO MATCH EXIST. (TYP.) SINGLE CURB @ FREEZER 104 DBL. CURBS @ .l I/. AID III III 11 COOLER 107 - II /I II/ /�I I ®I ,/III /I fI // III III III /II II/ ,0. NEW SHOP -IN DAIRY SHOE- 5.... IN EXISTING CMU WALL W/ FOOTING BELOW DASHED (V.I.F.) A -2.01 SINGLE CURB UNDERGROUN PIT / VENT . »5,r55,55.5*w ""'":54:555555-55515.55.5515-515,5,555.55,5555554.... 55 „,,•»_ AV,” ,a.. 55. 05 x:555 • �. '� :. . OCT 2 0 2011 City of Tukwila BUILDING DIVISION .5 POTATO (A00 €OcHp MIN NMI FULL HEIGHT STUD WALL BEHIND FREEZER SHADED SEE DETAIL EXISTING INSULATED PANEL CURTAIN WALL OVER SLAB (V.I.F.) 5551» ... , _»:»..»,», .ai , :....,,,, , ,: »: AREA 5:55 5555 —NEW SUSPENDED CEILING UNDERNEATH EXIST. MEZZANINE. SEE DETAIL REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submi#tal and may inc►ude additional plan review fees. :.a. S * =k ,5 :5.555 :5555: :ANI -RO5. 05.00., : << :. MAINTENANCE u • Wr*,,,,5xt55<„5,N „555t� <tt<s <.:5,,..45.*:.5,,,,,<:,«> 6400.444450,045x<4<4,5 } COM II 5 55: REVISION NO. 2 302. RECENED OCT Al 2011 T CENTER PROPOSED FLOOR PLAN CHM C. SMITH ATE OF WASHINGTON MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any meana without permission in writing from MulvannyG2 Architecture. DATE 10-13-11 DESCRIPTION RELEASE FOR PERMIT SUBMITTAL OWNER REVISION #93-0440-26 PM: KEN WONG DRAWN: FLOOR PLAN A1.01 119 SEPARATE C E -NiT REQUIRED FOR: 14Medmnicai Electrical Numbing }O PI Gas City of Tukwila BUILDING DIVISION REVISIONS Rooftops shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan suiamn^ I and may include additional plan review fees. EXTERIOR 2X4 FOAM CAULKING METAL PLUG BUTTON SILICONE CAM LOCK FASTENER @ 48 "O.C. MAX. INTERIOR PANEL TO PANEL 3" X 14" X 4" THK. JOINING PLATE w/ 16 HOLE 4" X 4" X 1/4"THK STEEL TUBE COLUMN 4Y4" X 7" X 4" THK. BOTTOM PLATE EXTERIOR WALL PANEL INTERIOR 11/2" X 11/" X 16GA. GALV. STEEL ANGLE #14 X 12" TEK SCREWS @23"0.C. FINISH FLOOR HILTI DRIVE PINS WITH MIN. 1 1/2" EMB. @ 23" 0.C. OR EQUIV. (ESR 2269) (LARR 25675) WALL TO FLOOR GLASS DOOR OPENING \\\._ RE 9i :\i EO 1 -OR CODE COMPLIANCE APPROVED OCT 0 0 2011 p6- Cary of r 9ILDINC N1/4" 26GA. - 1/2" X 6 1/2" GALV. STEEL TOP CAP WITH #8 X 5/8" TEK SCREWS @ 23" O.C. CAULKING NSF GASKET WALL PANEL 3/8" X 8" LAG -BOLT AND WASHER @23" 0.0. METAL CEILING PANEL CEILING TO WALL 1 1/16" X 2" SLOTS (10 PLS) (ON 24" X 24" X 4" THK ANGLE) X 4" X 1/2" THK. ANGLE #14 X 22" TEK SCREW @18" 0.C. (16 "0 HOLE) 5" X 5" X 4" TUBE POST CONCRETE CURB (COLUMN TO BE EMBEDDED) 3" X 3" ANGLE 16GA. GALV. STEEL HILTI XCT DP 1 4 -"EMB @18 "O.C. 3/8" X 8" LAG BOLT AND WASHER @23" 0.C. CEILING PANEL N1/4" 5 EA. - 1" A -307 BOLTS PLUG WELDED TO STEEL ANGLE (8" X 4" X 1/2") 24 "X24" X4" STEEL PLATE 64" X 6-3,, " BOTTOM STEEL PLATE W/ 2 = 4" X 2" ANCHOR 26GA. CONT. 3" BATT STRIP WITH #8 TEK SCREW @23" 0.C. BOTH SIDE C.7) 3/8" X 8" LAG BOLT AND WASHER @23" 0.C. CEILING PANEL 9 CEILING LAG DOWN TO WALL EXTERIOR WALL PANEL 2x REDWOOD BREAKER HILTI DRIVE PINS WITH MIN. 1 1/2" EMB. @ 23" 0.C. OR EQUIV. (ESR 2269) (LARR 25675) INTERIOR 11/2" X 1W' X 16GA. GALV. STEEL ANGLE #14 X 11g TEK SCREWS @ 23" 0.C. FINISI4FLO0R `r- INSULATION VAPOR BARRIER WALL TO FLOOR 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6 1/2" X 1/2" THK. STEEL PLATE \1/4" \2" @ 24" /1/4 „/2” @ 24" FILE Permit Nos b Men review pprovai le subject errors and Mfdfletri. Approval of construction documents not, thc: violation of any adopted coda or ordinance . R : tt of approved Field Copy and conditions is acicnowledg4tt BUILDING DIVISION EXTERIOR 1 1/2" X 6 1/2" X 16GA. GALV. STEEL ANGLE #14 X 11h" TEK SCREWS @23" 0.C. #12 x 11h" TEK SCREWS @12" 0.C. INTERIOR WALL PANEL 3/4" X 3/4" X 16GA. GALV. STEEL ANGLE #14 X 3" TEK SCREWS @23" 0.C. FLOOR PANEL HILTI DRIVE PINS WITH MIN. 1 1/2" EMB. @ 23" 0.C. OR EQUIV. (ESR 2269) (LARR 25675) 3" X 14" X 4" THK. JOINING PLATE W /(8) #14 X 1/" TEK SCREW #14 X 12" TEK SCREW TO CEILING @ 23 "O.C. BOTH SIDE 5 -12 X 5 WOOD WALL TO PRE -FAB FLOOR seyx K X X /X ^ X� X /V <VAV> VVV\ X' RECEIVEI CITY ()F TUKKWWWLA Or Oil Z011 PERMIT CENTOIR (2) #14 X 22" TEK SCREW TO WALL PANEL EACH END REVISION N0. I STRUCTURAL STEEL: STEEL TUBE: STEEL PIPE: MISC. STEEL (PLATE): ASTM A992 ASTM A500 GRADE 46 ASTM A53 GRADE B ASTM A36 1711 -302 /4" 1/4" THK. GUSSET PLATE 4" X 9" X 1/2" THK. STEEL TOP PLATE WITH 4 -1/2"0 X 2" BOLTS 4" X 4" X 1/4"THK STEEL TUBE COLUMN 1/4 41/4" X 7" X 1/" THK. STEEL BASE PLATE WITH 2- 1/2"0 X 4" ANCHOR BOLTS FINISH FLOOR F. M04,x � c L Exp. NO. 13408 09/13/11 REMOVED CONNECTION DETAIL NORMA SUBN ITTAL MUST BE SIGNED 8c RETUR TO BE S IPPED 0\ DRAWING \E3 BY NOT APPROVED - REVISE AND RESUBMIT APPROVED AS NOTED - MANUFACTURE AS NOTED APPROVED AS IS - MANUFACTURE AS DRAWN DEdDWI G° 7 MiriEs DOTE ��Cl 08/26/11 ADDED DETAIL #10, #11, #12, #13 PAT REV. DATE DESCRIPTION REV. BY aMfON ©©©rLl 420 E. ARROW HWY. SAN DIMAS, CA. 91773 TEL: (909) 592-1111 FAX: (909) 599 -6225 JOB COSTCO #6 1160 SAXON DRIVE TUKWILA, WA 98188 DETAILS CUSTOMER COSTCO WHOLESALE DRAWN BY PHAT DATE 04/26/11 SCALE N TS DRAWING NO. 110443 -D '41 0 N N 0 r) N 99' -0" [1188] 0.D. COMBINATION 63' -0" [756] COOLER 36' -0" [432] FREEZER 19' 24' -24" 19' -�1r H T ♦ ,__PANEL HEIGHT v 18' -42" [2202] O.D. -' \ d' _I I "' \ 'ANEL HEIGHT 11' -48" # 1 1 _IEEL 1 1 _j 1 I_EaL 1 �N I I 1_-_-_- � Ea_VE I XI N � -II #1 X C\L �- � I 13 � MOMENT FRAME x.19 4 - n Pj _ � in 1 \ _f =PJ JCL Dcfl FrG - :: -� �, 1 € BE I' C'-3J \ 1- , s . _ , _ L_ _ , -. . ILL �__ �� - I -_ \ I - -__ r -_ K;,' z, r, '/ ,, -_ r� -_ r -__ - -_ I� -_ r- -_ _ I-- -- I ` -� ' - I��- ,; .TT , TT, 5, -72» 2 8' -42" 3'-81" 20' -0" [240] 10' 4' -6" 8' -42" 1 8' -42» 33' -0" [396] „ 2 8' -42" 2' -12" -41" 2 2 2" 2 8' -42" 2 5' -72" 1 2 LAYER OF 3/4" PLYWOOD BACKING FAR SIDE 3/4"0 CONDUIT FOR TS. W /90° ELBOW @66" AFF. PLAN VIEW i SPECIFICATIO \S CONSTRUCTION: SUBMITTAL DRAWING v1UST BE SIGNED & RETURNED BY - WALL: 5" WOOD -FRAME (T&G), POLYURETHANE, F -I -P CEILING: 5" WOOD -FRAME (T&G), POLYURETHANE, F -I -P FLOOR: 4" WOOD -FRAME (T &G), POLYURETHANE, F -I -P ONE (1) LAYER OF 3/4" PLYWOOD (BUILT -IN) ON TOP FINISH: WALL: ST /WHT. INTERIOR ST /WHT. EXTERIOR CEILING: ST /WHT. INTERIOR -,- -- .,- „- „- ,__ST/GALV. EXTERIDR- -'' FLOOR: .050 SM /ALUM. INTERIOR ', --,,, I ST /GALV. EXTERIOR `', - -,,_ TO BE SHIPPED ON - 1 1 B( NOT APPROVED - REVISE AND RESUBMIT APPROVED AS NOTED - MANUFACTURE AS NOTED APPROVED AS IS - MANUFACTURE AS DRAWN dugCE 7 DD La1TCo ID/AVE MKT VIES � � CODE COMPLIANCE PPROVFD I C OCT 0 6 �Q �) City of Tukwila rUILDIRIG DItdISIOI'V ,_-,-,--,--✓„ ti- -„- -J V- _- _- ..- -/ -�, ` - \ i"' 1 164-6 [1974] O.D. P.O.S. FREEZER r ACCESSORIES: , 54 EA. - 32” X 63” ANTHONY #101LT R/I DOOR ) W/ LED LIGHTS \ -I 3 EA. - THERMO- SIMPLE THERMOMETER- SHIP LOOSE , 3 „EA. _ THERMO- SIMPLE POWER SUPPLY- SHIP LOOSE /' 1 EA. 4 X 4 X 48 K..100'� DT/ALUM. CORNER GUARD NOTE: LAG DOWN CEILING THE CEILING IS DESIGNED FOR "NO STORAGE" '' 8 �� D l OII / lam_\\ - -- F- -,-- S - -, -� 1» 8'-41" 7- 2 2 ----- J''--- S -- - -- 1,, , 1" 8 -4- 2 2 - ---- J` -- -- -J ``- 1,, , 1" 8 -4- 7- 2/ 2 ` -- - - -J - ---- J - -- - -J 8'-41" 7- 2 2 _- ---- J'-- -- J' -- --J■ 1» 8'-41" 7- 2 2 `- - - -J ------ J_ - -- - -J ]» , 1" S -4- 7- 2 2 // `-- --- J'-- -- J` - - -� 1» 1» 8 -4- 7- 2 2 // `--- J`-,-- J' - - - -� 8 -4- 7- 2 2 // -�, -- `'-- JT`-- J`- - - -J \,\ 8'-41" 7- 2 2 // \\ ` -- - -J - - - - -J ` -- - -J ]» , 1» 8 -4- 7 2 2 // --- J` -- - - -J ` - -, - -J 1» 8'-41" 7- 2 2 // ` - - -J `- --- J` -- - -J 1» 8'-41" 7- 2 2 // //� `--- J-- -,- -J` --- 1» ' 8'-41" ? 7- 2 2 > `- -- J --- - - -J - - -J 1» 8'-q-:' 1 2 // / , 3» -6- 4l (1 1,-6-3, -J - ---- J -` - - -J ` 8'-41,, 7- 2 ', --- S- -,-- S- -, - -J• 1» , 1" 8 -4- 7- 2 2 -- - -J ------ J`- -- - -J 1» -4" 8'-41" 2 2 2 �/ '--- J-- --- J` -- - -J , 1» ,1» 8 -4- �- 2 / .--I / /4' r // // �I // /, // \ 9 n ^_ - D - �-� \1 3/4"O CONDUIT ' '> w/90° ELBOW r r ), 66 AFF ,-- L - - - - - H CO\ CEALED CEI LI \ G H J \\ ,..__, . , PLAN VIEW '_, \ - - 1 i, 3/4"0 CONDUIT 3/4"O CONDUIT '> W /90° ELBOW > W /90° ELBOW r r ), 66 AFF ,- -'-' ), 66 AFF ,-- p CV u o L.C7 ,-1�1- '; 0) - - 1 - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - 1 - - - - - - - - , . , % . , r. ,-IDD LO - - - - PANEL HEt( ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. f (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. H (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. ? (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" ANTHONY #101LT. (3) 32" X 63" 41„ ; 8' -41" > 2 ( 8' 41» > 2 < 8' -41„ > 2 < 8' -41" > 2 < 8' -41" > 2 ' 8' 41" > 2 < 8' -41" > 2 ( 8' -41" % 2 < 8' -41" > 2 ( 8' -41" > 2 < 8' 41" % 2 < 8' -41" % 2 < 8' -41" > 2 < 8' -41" > 2 ( 8' -41" > 2 ( 8' 41" > 2 < 8' -41" 2 8, 2 ter' f -28 "0 HOLE ) _�, -„ -- _r, „ - -,__ \ )/ -28 "0 HOLE ®'' -28 "0 HOLE FRONT ELEVATION; D 1" DEEP 1" DEEP ' 1" DEEP 66" AFF < `; 66" AFF <' `; 66" AFF , THIS SIDE �THIS SIDE �' .�THIS SIDE r<, —_-_, ,,,,,ESSI. REVISION -NO.' !.•`.. t ..."-,, , �... 1� q` N0. 13408 * RECEIV 0TV nF TLI t A J -r 2011 n 08/19/11 CHANGED BOX DIMENSION Sc ADDED R/I DOOR PRAT [y PERMIT CENTER REV. DATE DESCRIPTION REV. BY FEDERAL LAW EFFECTIVE 1/1/2009 gUMICDIV1 ©('J©[L, n Ukr_lgo SECTION 340 OF THE ENERGY POLICY AND CONSERVATION ACT (42 U.S.C. 6311) WALLS, CEILINGS, FLOORS AND DOORS 420 E. ARROW HWY. SAN DIMAS, CA. 91773 TEL: (909) 592-1111 FAX: (909) 599 -6225 Means Temp 2" 4" 5" 52" Federal Law min. R= JOB COSTCO #6 1160 SAXON DRIVE TUKWILA, WA 98188 P.O.S. FREEZER CUSTOMER COSTCO WHOLESALE Cooler's 55 R =25.4 R =29.1 R =36.4 R =40 R =25 Freezer's 20 R =32.4 R =40.6 R =44.7 R =32 DRAWN BY PHAT DRAWING NO. 110443 -2 Floor's 20 R =28.4 R =32.4 R =40.6 R =44.7 R =28 DATE 04/25/11 ASTM method C -518 SCALE 3/16 " -1' -0" • 0 mormoLESAL u Kw A WAS NG ON NOR W R C ON / DIS 0 R R C 3 S G S A S R Z R S & 0 AREA OF WORK PROJECT DIRECTORY DOCUMENT INDEX PROJECT GENERAL NOTES DEPARTMENT RTMEN OF COMMUNITY JURISDICTION DEPARTMENT OF COMMUNITY DEVELOPMENT TUKWILA, WA 98188 t 206.431.3670 C OSTCO WHOLESALE OWNER CO LAKE DRIVE ISSAQUAH, WA 98027 t: 425.313.8100 ARCHITECT MULVANNY G2 ARCHITECTURE 1410 112TH AVE. NE SUITE 500 i 425.463.14 8A 98004 f: 425.463.2002 PROJECT MANAGER: KEN WONG �� STRUCTURAL ENGINEERS NORTHWEST 6869 WOODLAWN AVE. NE ......��..,.EE,,�� ENGINEER SEATTLE WA 98115 permit ill. t: 206.525.7560 Pk: MAW Its subjectbon s and f: 206.522.6698 �,,�,• h 7.i7Val of cons ru r I {�o� I ^ i �I!)�tho:`ize �- •1<t or�• • PLUMBING/ T.E., INC. e+ .r ELECTRICAL 830 N. RIVERSIDE DRIVE > *� and ENGINEER SUITE 200 �� RENTON, WA 98055 - By TS1.01 TITLE SHEET ARCHITECTURAL G1.01 EXISTING FLOOR PLAN A1.01 FLOOR PLAN A2.01 INTERIOR DETAILS, ROOM FINISH SCHEDULE & NOTES STRUCTURAL S1 FREEZER PIT PLAN, SECTIONS, & GENERAL NOTES PLUMBING & ELECTRICAL M -1 PARTIAL FLOOR PLAN, P.O.S. COOLER & FREEZER WASTE & VENT PLANS, E -1 PARTIAL FLOOR PLAN- PART AL ONE LIINE DIAGRAM, PANEL SCHEDULES, LIGHTING FIXTURE SCHEDULE, LIGHTING CONTROL SCHEDULES, DETAIL, NOTES & LOGEND FIRE PROTECTION SECTION 13910 FIRE SPRINKLER UNDER SEPARATE COVER MECHANICAL & REFRIGERATION (FOR REFERENCE ONLY, SEE DEFERRED SUBMITTAL) R -1 POINT OF SALES &FRESH AREA PLAN R -2 ELECTRICAL PLAN R -3A REFRIGERATION SCHEDULE R -3B MT POINTS &BOARD SCHEDULE R 4 PLUMBING PLAN R -5 SUCTION LINES PLAN R -6 LIQUID LINES PLAN R-7 MEZZANINE EQUIP. LAYOUT & DETAILS GENERAL NOTES 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42 - INCHES. 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK. c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. d. IF NECESSARY TO COMPLETE THE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN: 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR - CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL OWNOER S OPERATIONSRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST DISRUPTIVE AS POSSIBLE TO THE 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS: 7. DIMENSIONS ARE TO /FROM THE: a. CENTERLINE OF INTERIOR COLUMNS. b. GRID LINES ADJACENT TO THE EXTERIOR WALL FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THE GRID LINE) c. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. d. FACE OF STUDS. e. FACE OF CONCRETE OR MASONRY (NOMINAL) f. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB (ALSO NOTED AS FINISHED FLOOR OR INDICATED BY THE "DATUM" SYMBOL) UNLESS NOTED OTHERWSE. g. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, WAINSCOT AND TRIM: h. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR OPENING IS 6- INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL. 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 9. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. i0. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS - 30' PERMANENT & IRREVOCABL NON- EXCLUSIVE EASEMENT - 1 ■1■ -f F n ./% - % / ^ EIII WNVATER W_ I- •. CpNT V- METER 0 Ij BO I I �j, I I e - -- - _- o I -I G I �.'H I! �, I i I I I I '1\�_I_ i 1 I� U . - _J �_ 1 • �' '� O riz ENTRANCE CtOSTCCP (EXISTING ONE STORY n I I EXIST. TIRE j Q. �� '�� f �� INSTALLATION 1/((/ BUILDING) ,d I ��� I t 425.970.3753 �%' ��- f/ a� f: 425.970.3756 City Of liaktirfla FIRE TELGIAN BUILDING DIVISION PROTECTION 1101 ANDOVER PARK WEST, STE. 100 ENGINEER SEATTLE, WA 98188 t: 206.439.7080 f: 206.439.7089 MECHANICAL/ KYSOR PANEL SYSTEMS REFRIGERATION 3831 S BULLARD AVENUE ENGINEER GOODYEAR, AZ 85338 t: 623.932.9690 1' 54' EASEMENT TO CHICAGJ, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD CO. S C O P E O F w O R K AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, EQUIPMENT, ETC. AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 11. PLACE NO OBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. RUN PIPING, CONDUITS, ETC. IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. 12. ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THE WALLS. 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND /OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS, PIPING, ETC. ON WALLS OR CEILINGS. 14. ALL WORK IS TO BE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT. 15. ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. 16. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. 17. PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK. 18. PROVIDE SOLID BLOCKING /BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT LIMITED TO, SINKS, WALL BRACKETS AND WALL -HUNG ITEMS. 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FINISH ES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. EXISTING BUILDING: PROJECT CONSISTS OF CONSTRUCTION OF NEW OVERSTOCK FREEZERS AND SHOP -IN COOLER AND REPLACE REFRIGERATION CASES. THE WORK INCLUDES, BUT NOT LIMITED TO DEMOLITION, PLUMBING, ELECTRICAL, AND LIGHTING SYSTEMS. WORK IS LIMITED TO THE SPECIFIED MAIN SALES AREA ONLY. ■ ♦ ■ •41., ■ ■ ♦ ♦ ® a._ /I 1 ' • • ' - - is • • - - Q �- o I-- r- u, u- �^- - 41. SAXON DRIVE ■ ■ *4. 1CINITY MAP ACCESSIBILITY NOTES 20. REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER IMPERFECTIONS. 21. PENETRATINS OF RATED ASSEMBLIES SHALLBE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE JURISDICTION. 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS. LOUD ACTIVITIES (JACK- HAMMERING, SAW- CUTTING, ETC.) AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES (WATER, ELECTRICITY, GAS, FIRE SPRINKLERS /ALARM, SEWER, ETC.) SHALL BE PERFORMED DURING NON BUSINESS HOURS AS APPROVED BY THE OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. 23. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNS, REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY ALERTS DURING CONSTRUCTION. GOVERNING AUTHORITY REQUIREMENTS: _-- -�$-? . 1 ♦ 8 • 8 • 8 • � R - " "" _ , ■ ♦ ~' - AREA OF TENANT I IMPROVEMENT THIS PERMIT. ALTERATION SHALL COMPLY WITH THE FOLLOWING INTERNATIONAL BUILDING CODE CHAPTER 11 ACCESSIBILITY AS APPLICABLE TO THIS PROJECT: 1. ACCESSIBLE ROUTE : A. MINIMUM CLEARANCE WIDTH SHALL BE 3'-0" CLEAR (EXCEPT AS ALLOWED AT DOORS). IF ANY ACCESSIBLE ROUTE IS LESS THAN 5' -0" WIDE, PASSING SPACES ARE REQUIRED AT MAXIMUM 200' INTERVALS, PASSING SPACE MAY BE EITHER A 5'x5' SPACE, OR A T-INTERSECTION OF TWO WALKS OR CORRIDORS. B. MINIMUM HEAD ROOM CLEARANCE SHALL BE 6' -8" CLEAR. C. CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE REQUIRED EDGE BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. D. OBJECTS PROTRUDING FROM WALLS AND OTHER VERTICAL SURFACES WITH THEIR LEADING EDGES BETWEEN 2' -3" AND 6-8" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKWAYS OR CORRIDORS. 2. MERCHANSIDER DISPLAY POINT OF SALE A CLEAR FLOOR SPACE AT LEAST 2'-6"X4'-0" THAT ALLOWS EITHER A FORWARD OF PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED. �- •__.�/ ■� /"4 , ' �' ° 405 n ` n 2 - - - -_ - EXISTING REGIONAL OPTICAL FACILITY 441 COSTCO DRIVE \ /� TUKWILA PKWY / = W J _J Q ,..... Z , Z "' 5 � • 1 �_ G t• m 1 v -' _ ► 24. CITY OF TUKWILA ADOPTED CODE : INTERNATIONAL BUILDING Ci DE, 2006 EDITION :. 25. OCCUPANCY CLASSIFICATION: GROUP "M" (MERCANTILE) 26. EXISTING BUILDING CLASSIFICATION: V -B FULLY SPRINKLERED • 27. CONTRACTOR SHALL SUBMIT FIRE SPRINKLER PLANS TO CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FIRE SPRINKLER WORKS SHALL BE DESIGNED AND BUILT BY CONTRACTOR. FIRE SPRINKLER WORKS SHALL MEET CURRENT CODES: a. AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE EXTENDED INTO NEW FREEZER OR COOLER AREAS WITH APPROPRIATE SPRINKLER HEADS INSTALLED. b. SPRINKLER SYSTEM SHALL BE INSTALLED AS PER NFPA STANDARD. 28. SPECIAL INSPECTION REQUIRED FOR THE FOLLOWING CONCR�TE CONSTRUCTION PER CODES: a: LOCATION OF REINFORCEMENT, CONNECTORS, PRE STRES§ING TENDONS AND ANCHORAGES. b. EPDXY BOND STRENGTH APPLICATION. 29. SPECIAL INSPECTION REQUIRED FOR THE FOLLOWING STEEI, CONSTRUCTION PER CODES: a. HIGH - STRENGTH BOLTING c STORAGE STEEL RACK 8 FEET OR GREATER IN HEIGHT 30. CONTRACTOR SHALL SUBMIT PLANS TO ENVIRONMENTAL HEALTH DIVISION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. CONTACT BUILDING DEPARTMENT FOR PERMIT APPLICATION REQUIREMENT. 31. CONTRACTOR SHALL SUBMIT SEPARATE STEEL RACK FABRICATION DRAWINGS AND STRUCTURAL CALCULATION TO BUILDING & SAFETY DIVISION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 32. OWNER AND CONTRACTOR RESPONSIBLE FOR THE FOLLOWING SUPPLEMENTAL PERMITS AS APPLICABLE: �- , `� II' 11 - � :�- • r- � �J W z L1- W W 0 O 0 Z < O f 0 I.1 WW > 0 • • pRo J DEscRip-noN THE PROJECT IS A TENANT IMPROVEMENT TO EXISTING GROCERY SALES. EXIST . SITE PLAN NOTE: SAXON DR. I N G SITE PLAN ALL EXISTING PROPERTY LINES, PARKING, EASEMENTS AND BUILDINGS ARE SHOWN ON THIS SITE PLAN SCALE' NOT TO SCALE Q 3 . V OT H SEE OTHER DESIGN DISCIPLINE FOR ARCHITECTURAL ABBREVIATIONS ABBREVIATIONS ARCHITECTURAL SYMBOLS DEFERRED SUBMITTALS `p (tMLA ACOUS. ACOUSTICAL EXH. EXHAUST M.H. MANHOLE S.C. SOLID CORE ADJ ADJUSTABLE, ADJACENT EXIST: EXISTING ♦ MIN„ MINIMUM SHT. SHEET A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION MISC. MISCELLANEOUS SIM. SIMILAR (SLAB) EXT. EXTERIOR M.O. MASONRY OPENING S.1.0. SUPPLIED & INSTALLED BY OWNER F.D. FLOOR DRAIN S.I.V. SUPPLIED & INSTALLED BY VENDOR SYMBOLS MATERIALS REFLECTED CEILING Submittal Documents for Deferred Submittal Items Shall be submitted to the Building Official by General Contractor With a notation Indicating that the Deferred Submittal Documents have been reviewed and that they have been found to be in general conformance with the design of the building: The Deferred Submittal Items shall not be installed until the Building Official has approved the submittal documents: pp The following are Deferred Submittals: YES NO ,�( ❑ �J Fire Sprinkler System by General Contractor ❑ a Fire Alarm System by Owner as applicable ❑ at Smoke Alarm System by Owner as applicable ❑ Freezer /Cooler Fabrication Drawings by General Contractor d ❑ Refrigeration Systems b General Contractor g y y . RF+C�i CITY�FT SEA Q 2.2011 ALUM ALUMINUM M.R. MOISTURE RESISTANT ANOD. ANODIZED FDN. FOUNDATION MULL. MULLION . S.O.I.C. SUPPLIED BY OWNER APPROX. APPROXIMATE FF FACTORY FINISH MTD. MOUNTED INSTALLED BY CONTRACTOR BD. BOARD FHS FLAT HEAD SCREW SPEC'D. SPECIFIED MTG. MOUNTING FL. FLOOR SQ. ' SQUARE DETAIL NORTH ARROW GYPSUM BOARD SUSPENDED CEILING GRID SYSTEM W/ LAY IN PANELS 4' X 2' U.N.O. DETAIL IDENTIFICATION PROJECT NORTH CUT LINE DEFINES THE i ARROW REVISION CLOUD NEW CONSTRUCTION SHOWN SOLID A�� • a CONCRETE BLDG. BUILDING N.I.C. NOT IN CONTRACT DETAILED AND DELTA BLK. BLOCK F.LO. FURNISHED & INSTALLED S.S. SERVICE SINK, SANITARY SEWER NOM. NOMINAL ELEMENT ,, iii ' ii= EARTH BLK'G. BLOCKING BY OWNER N.T.S. NOT TO SCALE SST STAINLESS STEEL BM. BEAM FIN. FINISH STD. STANDARD O.A. OVERALL BOT. BOTTOM F.R.P.P. FIBER REINFORCED PLASTIC O.C. ON CENTER STL. STEEL TRUE NORTH A8.01 SHEET WHERE INDICATOR DRAWN DOOR MARK 50'-0" A.F.F. WORK, CONTROL =u a =u SHADED AREA DENOTES METAL SECURITY DECK ABOVE ys'r GRAVEL BTWN. BETWEEN PANEL(S) O.H. OVERHEAD STRUCT. STRUCTURE, STRUCTURAL CB CATCH BASIN FRT. FIRE RETARDANT TREATED OP'G. OPENING SUSP. SUSPENDED C.G. CORNER GUARD FTG. FOOTING OPP. OPPOSITE SYS. SYSTEM C.I. CAST IRON GA. GAUGE PTN. PARTITION T TREAD, TOP C.I.P. CAST IN PLACE GALV. GALVANIZED PERP. PERPENDICULAR T.O.J. TOP OF JOIST C.L. CENTER LINE, G.C. GENERAL CONTRACTOR T.O.M. TOP OF MASONRY PL. PLATE, PROPERTY LINE CL. CLEAR GWB GYPSUM WALLBOARD, PLAS.LAM. PLASTIC LAMINATE T:O.P TOP OF PARAPET GYPSUM BOARD T.O.S. TOP OF STEEL CLG. CEILING PLYWD. PLYWOOD CMU CONCRETE MASONRY UNIT H.B. HOSE BIBB PLBG. PLUMBING T.O.W. TOP OF WALL OR DATUM POINT DOOR CODE - WALL SECTION 2580 REFER TO EXISTING CONSTRUCTION TO REMAIN ���/ CMU OR BRICK ���� / = -- DETAIL IDENTIFICATION SCHEDULE CUT LINE - DEFINES THE SLOPE DOWN DETAILED ELEMENT WINDOW, RELITE OR 1/8" PER FOOT LOUVER MARK A7.01 SLOPE DIRECTION WITH DATUM MARK -SHOWN LIGHT BACKGROUND : -- PLYWOOD / / / FIRE RATED CEILING TILE / :: RIGID INSULATION j�000 BATT INSULATION • SPRINKLER DROP WINDOW -SHEET WHERE DRAWN SPRINKLER MAIN NUMBER -REFER TO SCHEDULE WOOD MEMBER (ID DROP CORD ELECT.) COL. COLUMN H.C. HANDICAPPED PNL: PANEL, PANELING T &B TOP & BOTTOM H.M. HOLLOW METAL TEL. TELEPHONE CONC. CONCRETE PREP. PREPARATION CONT. CONTINUOUS HORIZ. HORIZONTAL PROJ. PROJECT TEMP. TEMPERED HT. HEIGHT - �. EXISTING CONSTRUCTION TO BE BUILDING SECTION - SHOWN DASHED (SEE I WOOD BLOCKING _RE_MOVED EQUIPMENT MARK _ _ - DETAIL IDENTIFICATION r- PROPERTY LINE F EQUIPMENT ® AIR HOSE i�>( FINISHED WOOD CONSTR. CONSTRUCTION PRV PRESSURE REDUCING T &G TONGUE & GROOVE HTR. HEATER T.G. TEMPERED GLASS CONTR. CONTRACTOR VALVE C.T. CERAMIC TILE INSUL. INSULATION PT. POINT TYP. TYPICAL DBL DOUBLE INT. INTERIOR Q.T. QUARRY TILE UTIL. UTILITY 6 m = = 11 NUMBER - REFER I A3.01 11 / SHEET WHERE DRAWN TO SCHEDULE FENCE 1I. x x xLx mum ACOUSTICAL TILE ® WATER DROP ��� STEEL JT. /JTS. JOINT,JOINTS U.B.C. UNIFORM BUILDING CODE DIM. DIMENSION QTR: QUARTER DTL. DETAIL L. LONG, LENGTH R RADIUS U.N.O. UNLESS NOTED OTHERWISE x x x x- ROOM MARK EXTERIOR ELEVATION ROOM-ROOM NAME WA ALUMINUM EXHAUST VENT OR RETURN AIR GRILLE E�i%IEWED FOR CODE COMPLIANCE O E SEP 4 2011 WC- City fDf Tukwila BUILDING DIVISION I I°ERMIT CENTER pli ,f....__502_, LAN D. LANDING V. VINYL MP I N C CO OSTIO TILE BRE D.F. DRINKING FOUNTAIN R.C.P. REFLECTED CEILING .T. DETAIL IDENTIFICATION 1 100 1�ROOM NUMBER °:....- •'',';...,;;' "` ,- .',,. L.F. LINEAR FOOT, LINEAL FOOT VERT. VERTICAL D.S. DOWNSPOUT PLAN -< - - NEW FREEZER / COOLER 8 C • "i1 - FRMR WALL BY REFRIGERATION E.1F.S. LIQ. LIQUID V.I.F. VERIFY IN FIELD V 11 HVAC DIFFUSER DWG. DRAWING LIQ LIGHT WEIGHT R.D. ROOF DRAIN EA. EACH R.L. RAIN LEADER 1 WITH E.D.P. ELECTRONIC DATA MAS. MASONRY W/0 WITHOUT REQUIRED A3.02 SHEET WHERE DRAWN R�.• UIRED F0! m «ss SOUND INSULATION ELEVATION COLUMN GRIDS RECD. .RECEIVED INTERIOR FLUORESCENT PROCESSING MAX. MAXIMUM REFRIG. REFRIGERATION WD. WOOD DETAIL IDENTIFICATION FI�:�11>�lONS LIGHTING FIXTURE E.F.S. EXTERIOR FINISH SYSTEM M.B.S. METAL BUILDING SUPPLIER WDW. WINDOW ELEV. ELEVATION, ELEVATOR MECH. MECHANICAL REINF. REINFORCING W.P. WATERPROOF REL'D. RELOCATED I �� h0 changes Sii8A:11ad@ t01 6 p FLUORESCENT LIGHTING FIXTURE ELEC. ELECTRICAL MEZZ. MEZZANINE REQ'D. REQUIRED W.R. WATER RESISTANT ENCL. ENCLOSURE MTL. METAL WT. WEIGHT R.O. ROUGH OPENING EQ. EQUAL - MFG. MANUFACTURING W.W.F. WELDED WIRE FABRIC SCHED. SCHEDULE MFR. MANUFACTURER Y.D. YARD DRAIN SHEET WHERE S DRAWN D �f� p ro I-7 Gas approval ' '�'°'D Tukwila Btf��t D111. i .�, C', �rC:+�:: �iCitiS OR5 WTI ityofTukww regwr+eanewplanstbr 1 SVILOING DIVISION end may glade additional plan review mss. 1 O INCANDESCENT OR H.I.D. LIGHTING FIXTURES WHOLESALE TUKWILA, WA LOCATION 006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com Pilltglk I A 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET MITCHELL C. SMITH, ARCHITECT TCHELL C. SMITH ATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 8 -25 -11 DESCRIPTION RELEASE FOR PERMIT SUBMITTAL #93- 0440 -26 PM: KEN WONG DRAWN: TITLE SHEET TS 1.01 44.7=a4,.. mrm... £.. k„ }33.53:33:: a €5 :f f:...... ...........! 3.333::.. ;�. : E < j „ ,n,n .,N vnvmw:m' nr �, rcn ,,: J:i+n yi roMir vywr..vn vr" .. ....,: rr... .:..• .. o.. ..:,.. £ . ✓,.J ..ncf:......n H 11 11 II II II : II III II 444,5 • mr. E } f f. 5 SHADED SHADED 1.' EXISTING CMU WALL W/ FOOTING DASHED BEOW (V.I.F.) ...:au, 3r,ww ...... ?'S EXISTING' INSULATED PANEL CURTAIN WALL OVER SLAB (V.I.F.) ip,e5:]3. axc • M<i:< uf,.,x, .. « 334M, -,"...-. u... /.333,4.7 32%»...,: '. 33.,....33.:,..,_.;»» : SM € F T . , k L ' J s w OPERATION / DEMOLITION PLAN SCALE: NOT TO SCALE DEMOLITION KEY NOTES OPERATION KEY NOTES LEGEND EXIST. BUILDING STATISTICS CONTRACTOR NOTES 1� ' SAWCUT /REMOVE CONCRETE SLAB HIGHLIGHTED. SEE I OPERATION NOTES #1, #2 AND #3, EXCAVATE SUB -GRADE FOR UNDERGROUND INSULATED PIT CONSTRUCTION. SEE OPERATION NOTES #1, #2 AND #3. REMOVE REFRIGERATION CASE. SEE OPERATION NOTES #3 AND #4. OPERATION NOTE FOR MAIN SALES: DEMOLITION & REMODEL CONSTRUCTION GENERAL NOTES BE EGRESS OR PRIOR - SLAB REMOVAL ` " FLOOR AREA: MAIN BUILDING = 193,252 S.F. TIRE CENTER = 2,400 S.F. THE BUILDING WILL BE OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION. ' 1. CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF -HOURS 2. AREAS OF DEMOLITION SHALL INCLUDE, BUT ARE NOT LIMITED TO, ANY STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL, FIRE SPRINKLER, ETC. ITEMS NECESSARY TO COMPLETE THE DEMOLITION WORK. THE CONTRACTOR IS TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB, CURBS, REBARS, ETC. ASSOCIATED WITH DEMOLITION OF AREAS SHOWN. 3. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE OFFERED IN GOOD CONDITION TO THE OWNER. DURING THE BIDDING PERIOD, COORDINATE AND VERIFY WITH THE OWNER AS TO WHICH ITEMS ARE TO SALVAGED. 4. DO NOT INTERRUPT ANY SERVICES (WATER, PLUMBING, FIRE SPRINKLER, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. 5. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER AND COORDINATE AT LEAST 48 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE SPRINKLER OR FIRE ALARM SYSTEMS. PROVIDE FIRE -WATCH AS REQUIRED BY THE JURISDICTION. 6. PROVIDE AND MAINTAIN EGRESS PATHS THROUGHOUT CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXIT SIGNS, LIGHTING, FIRE SPRINKLERS, ETC. OBTAIN FIRE MARSHAL APPROVAL PRIOR TO CLOSING ANY OPENINGS AND /OR EGRESS PATHS DURING DEMOLITION /CONSTRUCTION. 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES WITHIN PROXIMITY OF THE WORK AREA PRIOR TO EXCAVATION. AVOID CUTTING EXISTING CONDUIT OR PIPE EMBEDDED WITHIN FLOOR SLAB DIRECTLY BENEATH FLOOR SLAB, LASER SCAN OR SIMILAR METHOD SHALL BE CONDUCTED BY CONTRACTOR PRIOR TO CUTTING CONCRETE FLOOR. 8. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK TO EXISTING TO STARTING ANY WORK. 9. PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED TO PREVENT DUST AND DEBRIS FROM SETTLING ON ADJACENT AREAS NOT UNDER CONSTRUCTION. REVIEW WITH AND OBTAIN OWNER'S APPROVAL FOR LOCATIONS. 10. CAP ALL UTILITIES AND DRAIN LINES BELOW THE FLOOR AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FLOOR PATCHING. 11. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION. 12. WHEN CUTTING AND PATCHING, THE CONTRACTOR SHALL USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING SURFACES. CUT HOLES AND SLOTS AS SMALL AS PRACTICAL/POSSIBLE, NEATLY TO SIZE REQUIRED AND WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. 13. WHERE EXISTING CONSTRUCTION IS REMOVED, CUT OR OTHERWISE DISTURBED, PATCH TO MATCH THE EXISTING REVIEWED FOR ADJACENT SURFACES. SEAMS TO BE AS INVISIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE CODE COMPLIANCE NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE, ETC. APPROVED 14. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORM A SMOOTH AND EVEN TRANSITION, PATCHED WORK TO MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. ZO11 15. REMOVE AND REPLACE AREAS, SURFACES OR ITEMS THAT CANNOT BE SATISFACTORILY PATCHED. SEP 1 4 16. AS A MINIMUM, THE LEVEL OF WORKMANSHIP SHOULD MATCH THE GENERAL LEVEL OF EXISTING WORKMANSHIP. 17. WHERE REQUIRED, TRIM EXISTING WOOD DOORS AS NECESSARY TO CLEAR FLOORING. SEAL CUT EDGES. 18. UNLESS SHOWN ON THE DRAWINGS OTHERWISE, DO NOT SUPPORT OR SUSPEND ITEMS, EQUIPMENT, HANGERS, ETC. City of Tukwila FROM EXISTING STRUCTURAL MEMBERS (BEAMS, TRUSSES, JOIST, ETC.) WITHOUT WRITTEN APPROVAL OF A LICENSED BUILDING DIVISION STRUCTURAL ENGINEER. fay 19. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER (PARTICULARLY ROOF JOIST) WITHOUT WRITTEN APPROVAL OF A LICENSED STRUCTURAL ENGINEER. 20. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND /OR TRENCHING REQUIRED TO COMPLETE THE WORK RECEIVES1■ DESCRIBED IN THE DOCUMENTS IS CONSIDERED A MEANS, METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER TO SUPERVISE, APPROVE, AND /OR CITY OFTURYYILJ4 PROVIDE DRAWINGS FOR STRUCTURAL FOUNDATIONS, STRUCTURES, AND /OR TRENCHING, IT IS THE RESPONSIBILITY OF SEP 0 2 2011 THE CONTRACTOR TO CONTRACT WITH THE ENGINEER DIRECTLY AND THE COST SHALL BE INCLUDED IN THE BASE BID. 21. ALL SYSTEMS AND SERVICES ARE TO BE LEFT OPERATIONAL PRIOR TO THE END OF EACH WORKDAY. 22. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSITE DAILY AND LEAVE THE BUILDING AND `' PERMIT CENTER 0 GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. OPERATIONAL PHASING NOTES 1. CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRIER AND SHALL REMAIN UNTIL PROJECT SUBSTANTIAL COMPLETION. 2. EXIT PASSAGEWAYS SHALL REMAIN CLEAR OF OBSTRUCTION AT ALL TIMES' 3. DEMOLITION WORKS SHALL PROCEED DURING STORE AFTER HOURS AND SHALL BE APPROVED PRIOR BY STORE MANAGER, 4. EXISTING SALES COOLER, SALES FREEZER, OVERSTOCK COOLERS AND REFRIGERATION DISPLAY CASES NOT IMPACTED BY THIS CONSTRUCTION SHALL REMAIN OPERATIONAL AT ALL TIMES. 2 TOTAL SQ. FT. = 195,652 S.F. NUMBER OF STORIES: ONE BUILDING HEIGHT (ABOVE FLOOR): APPROX. 30 FEET YES NO AUTOMATIC FIRE SPRINKLER SYSTEM: [✓ ] El FIRE ALARM SYSTEM: V ] [ 1 NOTES: EXISTING CONDITION TO BE VERIFIED BY CONTRACTOR 3 1. THE PHASING INDICATED ON THE DRAWING IS THE OWNER'S PREFERRED OPERATIONAL SEQUENCES. THE CONTRACTOR SHALL CONFIRM THE OPERATIONAL PHASING WITH THE OWNER PRIOR TO STARTING - .CONSTRUCTION 2. THE PHASING SHOWN IS NOT INTENDED TO REPRESENT OR DICTATE CONSTRUCTION PHASING, MEANS, METHODS OR TECHNIQUES. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION PHASING SO AS NOT TO IMPACT THE OWNER'S OPERATIONS. 4. REMOVE WALLS, BOLLARDS, PLUMBING, ELECTRICAL, ETC. AND CAP UTILITIES BELOW THE FLOOR AS REQUIRED TO ACHIEVE THE OPERATIONAL PHASING. 5. PROVIDE TEMPORARY UTILITIES AS REQUIRED DURING PHASING. 6. WHEN'THE WORK INCLUDES DEMOLITION OF OR TEMPORARILY COVERING OF THE EXISTING EXTERIOR SIGNAGE, THE CONTRACTOR SHALL PROVIDE A TEMPORARY "COSTCO WHOLESALE" SIGNAGE (OF SIZE COMPARABLE TO EXISTING SIGN) UNTIL PERMANENT SIGN IS INSTALLED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. PROVIDE ILLUMINATION FOR THE TEMPORARY SIGN. CONFIRM LOCATIONS WITH THE OWNER. CO5Tc0 WHOLESALE T U KW I LA, WA LOCATION 006 400 COSTCO DRIVE TU KW I LA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com ►I A h. l■ •dry 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET MITCHELL C. SMITH, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 8 -25 -11 DESCRIPTION RELEASE FOR PERMIT SUBMITTAL #93- 0440 -26 PM: KEN WONG DRAWN: KW / MR EXISTING FLOOR PLAN GI .O1 5 g 2 £ f 1 1 1 1 1 s ,......_�....� .,.- 444,4..____ -444.4 ..- ............. -._ .,.::3..,.:y,'; <5 ...........555.:<arla:a» » :,....a• » »;ia>».w4», ..... ar a»:.z , >»»ru> »>t».Ja » »>:r.. »» » » »; ;}' ar»»»:33.:33. 3 • ; £ < r >».....r »» 1» q»w.. »:;» ».> > c,:,,,,,,:»,.r >»>.:: ., » :!r ' T:.n.»- ». -!E »u n„i' .><vv:vv.::' »raJCiz: tilizx> a: tst; rttttrzx' vcn, cn: ara.:3.ia,.», ;. <vl: <i;c.;.; nsr ' 3 t £ t . ,.,..,;»,J: w ».....w.m..naan;�vw..w,I»...r.. n»o.. n.:. faun::» W> s» a:... ..::v :aaa; »:,wa»>w»a ». :..a » »»,. - .. » ». ^..m' S Si. » y.. ,» » »: :,: ». 4545.. ,4,•4,45 545,4. », »:»:..,,.. OP .c:.+.. 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' »xux....a,,< ,.....:wt«t< « ;,, . «. :.:<a.. » ».< 55 5 ....., »,%c>r/.«r:�,vi. ,,,...»sznr .557455. <,. 55.,.'x,,,,17 .:><s.Yswna :tt,, _.Ltwxw33 <arma ......'f^^c.✓..,r, : »: 5 m':y+ fiy„... . v»»:t ry::.: y=zw,:,; a:: ,> »'iywr:.:....:.. nSr:ry...».+N:j . 'a=t : 4. ,, £ . t t ' < ,Ta, : , . '_ n 4_4 4 ... 54: 5 .W....'a Y3 3x5,4 ,9.r <. »..:s::, aY":.a; saw,rw^a:5555 ;.: <': «<..•555,,....r,.a.<»r ::,:,,,:.r axe». 5 . 3 s ...•,...:. a. y»:»» r»: t»: tt+» �,< w. r;» ua »»» "�n�xa.»>,»wa»xa> „ » »iac»w»»r < .t.. Fi dx »ixcvw.. »x+.u.s.vm>xxx 2 +xu<! 3345. ay,n.vJ!< J ; � £➢ .::.F...ia::tttuf, tarry: !. ; . : »:>.�' / '.a.:.>.v<w».v:%F.»w: >r. :- 4444... 3544:.: "^•<- r,iaa:a:.. - 44'4+.+-5. ntyax.+>.... 1 5 3333,; 5 EXISTING MECHANICAL MEZZANINE ABOVE DASHED NEW SLAB PER "~ STRUCT. DOTTED L� PLATFORM / CONDENSER ABOVE € 1/2 . 4 A SALE ✓ £ 5 < 5 5 3 1 5 5 "" ”. 5 : t : . » :». . :.: s.:....... ..v... ,... »••••• .4444. : .K.... ». : :.:aY. :n» :at :.t :v. :u. f ; ». ✓,.,< 4444: ,..v.? a.: :c j -- .4.57 :._1 544:4:• • • • ..,,..: ............. 4555. E.. ,... :. rff, t. d» ff fui...... t< tft<•>. utt< m»:>.: t< a.»:. :.%t.>4 :llcvr.'F.•v.•l.•x•>:5.. 164' -6” • OFFIC SHOP FREE Z. R TIRE SAL 3 5 »»5445 mwmorm.a' ::. ;, - .fn »» '.F »»n :rm.• "»an »x ':»: .. >,ix :,r :. y. • »:,;» 5443 .� : :.......... .. . ....w,, ». >» 4444 :...r. >..... ... " .. £ 3 5 : S 5 ' . c'.:' a::^ in.:: nna:• a» ii::...: t.::: anyp:.. lFiawri» xyi> a:<':> r.> i >...•'.•'. »�....:: :...: >: >x+•n. :.. a£»ff »fffFi....... < xA: >.amh:m».:i ».:..i.9ia».::�:: : :. fi. <:ns, >.Mis v +»:,»+ • :: 4445 / . :..•.• • yY'.a..,.x :., ., , u, .. .r,..,. »., ::y v.... ,. »: .x: .. ... ,,:..,,,, ,.:J, ,..•• £,Nr n». : :yn ,k n:,v , vm,;< f FREEZER/COOLER INSTALLATION NOTE: 1. FABRICATION DWG. UNDER SEPARATE SUBMITTAL. SEE DETAIL #3 ON SHEET A201 FOR TYP. CURBING AT STEEL COLUMNS. CO LU 0 SALES COOLER 1 SAL ES FREE:7PR OVE E AT LU Lu 0 ct 1 ■ RTV ROOM AREA OF WORK THIS PERMIT SALES COOLER AND FREEZERS REFRIGERATION CASES OVERSTOCK -..• a,o »... »:,, 3" GA : tnr. wwtrazatnm> t.>#+ ax.»: a>:. w»: a» vnr�n ..>4m>:y;;.yu > »»raorawJ.�,. • AIR DOOR 100' -3” 36' -0 " CLEAR A-2 01 A-2 01 A-2.01 (22) NEW 15' TALL STEEL RAO( INSIDE COOLER AND FREEZEIR NEW SLAB PER STRUCT. DOTTED 153' 12 A-2.01 SINGLE CURB @ FREEZER 104 ROOF VENT ABOVE (V.LF.) DBL. CURBS @ COOLER 107 • 20' boo III III All ,. :..;., 344 ,.a /i,, £ EXISTING CMU WALL W/ FOOTING BELOW DASHED (V.I.F.) ENCLOSURE ::f, RAG E r NEW71-1—\ TURN SHOP-IN DAIRY UNDERGROUND PIT / t.... .>. t s . a. w444F . »».V45n5.. :E . FNTa ':. Mm,a-55x.» » 3, :>.:�. .,,,,wl a.»: < .i' : €.i:»».»na •»»a n .. .. ii PRODUCE A-2 01 SINGLE CURB REVIEWED FOR ODE COMPLIANCE APPROVED SEP 1 4 2011 City of Tukwila SUILDiNG DIVISION COM PAnTOR Roo>.,3 55/. € 51 55 { EXISTING INSULATED PANEL CURTAIN WALL OVER SLAB (V.I.F.) SUPPLY ;r AREA CONTROL HEALIH DAT, • dTA: ILDING -IVIANBUILOING AREA T1. E ..I N,STALLATI O N E LIST. TOTAL BUILDING U G /1 55 iiESTROOM 193,252 S.F. (R, MAIN UNCHANGED) 3. : 2,400 S.F. (R mAiN UNCHANGED) 196,652 1.F. NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. } 1 • CIT1OFETUIRIIA SEP 022011 PERMIT CENTER 2„, PROPOSED FLOOR PLAN SCALE: 1/16" = Cantu WHOLESALE TUKWILA, WA LOCATION 006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com ki 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT SET MITCHELL C. SMITH, ARCHITECT ITCHELL C. SMITH TATE OF WASHINGTON MulvannyG2 Architecture: Ail rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION RELEASE FOR PERMIT SUBMITTAL #93-0440-26 PM: KEN WONG DRAWN: FLOOR PLAN A1.01 SALES FREEZER J PLAN AT CORNER BOLLARD AND SLEEVE 1/4" PRE - MOLDED JOINT FILLER TYPICAL INTERIOR BOLLARD CONCRETE CURB NOTE: ALIGN JOINTS IN CURB WITH FLOOR JOINTS. CURBS TO HAVE STEEL TROWEL FINISH. SEAL CURBS. BACK OF WALL OR DISPLAY CASE WHERE OCCUR SEALANT NEW POLYMER FL. TO MATCH EXISTING WHERE OCCUR 3/4" CHAMFER 3 1/2" CONTINUOUS #4 DOWEL MIN. 6" INTO EXIST. CONC. CURB WHERE OCCUR #4 AT 36" O.C. MAXIMUM AND WITHIN 12" OF CORNER SCALE: 1/2" = 1' -0" CONSTRUCTION (COLD) JOINT OPP. SIM. FREEZER WALL 2' -1 1/4" 05505018 -0805 L ®INsIDE CURB ALL SIDES BACK OF WALL OR DISPLAY CASE WHERE OCCUR SEALANT CONTINUOUS #4 DOWEL MIN. 6" INTO EXIST. CONC. CURB WHERE OCCUR #4 AT 36" O.C. MAXIMUM AND WITHIN 12" OF CORNER CONTINUOUS #4 DOWEL MIN. 6" INTO EXIST. CONC. CURB WHERE OCCUR DRILL AND EPDXY AT CURB (TYP.) t -0/ F. F. = 0' -0" DRILL AND EPDXY AT CURB (TYP.) OUTSIDE CURB OCCUR ©WHERE NO DISPLAY CASE TYP. CURBS AT COOLER / FREEZER SCALE: 3" = PIT DIMENSION 03330008 -0805 JOINT FILLER AT FREEZER SLAB PREFORMED EXPANSION GASKET WITH "SEALTIGHT" SNAP -CAP PRE - ENGINEERED INSULATED WALL PANEL BY REFRIG. CONTR. SEE SHEET TS -1.01 DEFERRED SUBVMITTAL CONC. CURB WHERE OCCUR PRE - ENGINEERED TUBE STEEL COL. AND BASE PLATE BY REFRIG. CONTR. (V.I.F.) SEE SHT. TS -1.01 DEFERRED SUBMITTAL FREEZER OR COOLER CURB AT INSULATED PANEL SUPPORT SCALE: 1" = 1' -0" EEZER DOOR PER PI.ANS FREEZER WALL COOLER 107 DRILL AND EPDXY REBARS AS PER STRUCT. #4 @ 6" O.0 -/ #4 @ 12" O.C- PERFORATED CAP FREEZER 103 UNDERGROUND VENT LINE AIR GAP FITTING PLUMBING VENT, SEE PLUMBING DRAWINGS STAND PIPE CONDENSATE DRAIN VENT & DRAIN AT P.O.S. FREEZER 4 SCALE: 1-1/2" = 1' -0" 0908 #103 DBL. CURBS UNDER FLOOR VENT PIPE DOTTED, SERPENTINE PATTERN- VENT TO VENT (TYP) UNDERFLOOR VENT PIPING PLAN SCALE: 1-/8" = 1' -0" VENT LINE NOTE: BEND REBAR AROUND PIPE INSULATED FLOOR PANEL NOTE: SEPARATE POUR - EXTEND REBARS VENT AT P.O.S. FREEZER CONCRETE CURB CONSTRUCTION (COLD) JOINT SCALE: 1 -1/2" = 1-0" 0908 (2)3x3x1 /4xDOORWIDTH STEEL ANGLES WITH 1/2" x 4 WHS AT 9" OC MAXIMUM 1/2" INSULATION CONCRETE SLAB PER STRUCT. (2) 4" LAYERS FREEZER SLAB INSULATION WITH STAGGERED JOINTS BOTH DIRECTIONS VAPOR RETARDER, TURN UP TO FINISH FLOOR AT PIT EDGE 12" SAND BASE COMPACTED PIT DIMENSION (2) 2X8 PT WOOD EXTENDED COLUMN BEYOND SHOWN DASHED SEE STRUCT. (PLAN VIEW) PERFORATED CAP AT CORNER CONCRETE CURB NOTE: 1. ALIGN JOINTS IN CURB WITH FLOOR JOINTS. 2. ADD JOINTS MID -POINT BETWEEN JOINTS ALIGNING WITH FLOOR JOINTS. 3. CURBS TO HAVE STEEL TROWEL FINISH. 4. SEAL CURBS. DRILL AND EPDXY REBARS AS PER STRUCT. GC NOTE: 4" DIAMETER NON- PERFORATED SCHEDULE 40 PVC VENT PIPES AT 4' -0" OC - CONTINUOUS SERPENTINE PATTERN CORNER TO CORNER SALES FREEZER PIT AT DOOR SCALE: 1-1/2" = 1' -0" (VERIFY W/ REFRIG CONTRACTOR) 1 0311 REFRIG. CONDENSER SEE SHEETS R -7 STEEL PLATFORM PER STRUCT. PAINT PLATFORM PRIOR TO T CONDENSER INSTALLATION DEKTITE COVER AT STL. PIPE PER DTL. 9/A201 (TYP. @ 6 PLACES) EXISTING SPRAY FOAM CONDENSER PLATFORM. ROOFING OVER ROOF DECK EXIST. ROOF STRUCTURE SCALE: 1/2" = 1' -0" DAIRY COOLER 107 SALES FREEZER 104 COOLER WALL PER PLANS 0310 MAIN SALES CONTINUOUS SEALANT, TYPICAL 8'-0" HIGH GWB ON METAL STUD FRAMING F.R.P.P. FULL HEIGHT WITH EDGE MOLD 3 -5/8" METAL STUDS AT 16" O.C., MAX. I CURB BELOW CLOSURE DETAIL - PLAN VIEW SCALE: 3" = 1-0" 0805 SALES FREEZER PIT SCALE: 1-1/2" = 1' -0" SEAL DEKTITE W/ SKINNING TUBE SEALANT DEKTITE SUPPLY AND INSTALL BY CONTRACTOR (PRIOR TO FIELD WELD) ROOF PENETRATION (V.I.F.) EXIST. SPRAY FOAM ROOFING ADHESIVE AND SEAL BASE OF DEKTITE WITH ASPHALT CEMENT BY CONTRACTOR DEKTITE COVER 1110 SCALE: NOT TO SCALE EXIST. NEW COOLER PER PLANS ROOM FINISH SCHEDULE AND ABBREVIATION KEY LOC. NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS SEE NOTES BELOW MATERIAL FINISH MATERIAL I FINISH MATERIAL I FINISH MATERIAL I FINISH HT. MAIN SALES 103 SALES FREEZER CONC. SEAL CONC. SEAL MIP. MIP. 18' -0" NEW UNDERGROUND INSUL. PIT 104 SALES FREEZER MIP. MIP. MIP. 10' -0" NO INTERIOR CONC. CURB 107 DAIRY COOLER EXIST. CONC SEAL CONC. SEAL MIP. MIP. 18' -0" AC -2 4x2 SUSP. GRID W/MOISTURE M MEDIUM TEXTURE P PAINT SEAL SEALER RESISTANT WASHABLE MB MEDIUM BROOM PB POLYMER BASE- COVED SG SEMI -GLOSS ENAMEL LAY -IN ACOUSTIC BOARD MIP METAL INSULATED PANELS PF -1 POLYMER FLOORING, HRI MEDIUM TEXTURE SS STAINLESS STEEL CONC CONCRETE MPLY MARINE GRADE PLYWOOD PF -2 POLYMER FLOORING, HRI STANDARD TEXTURE TB TILE BACKERBOARD FRPP. FIBER REINFORCED PLASTIC MRGWB MOISTURE RESISTANT GYPSUM PF -6 POLYMER FLOORING, GS /HT4 - TEXTURE 2 PANEL(S) FULL HEIGHT WALL BOARD PLY PLYWOOD GWB GYPSUM WALL BOARD PROJECT & PRODUCTS SPECIFICATION CONTRACTING REQUIREMENTS AIA DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION UNDER SEPARATE COVER. DIVISION 1 GENERAL REQUIREMENTS SECTION 01100 SUMMARY OF WORK - SEE COSTCO WHOLESALE PURCHASE ORDER UNDER SEPARATE COVER. DIVISION 2 SITEWORK - NOT APPLICABLE TO THIS PROJECT DIVISION 3 CONCRETE - SEE SHEET S1. SECTION 03318 FLOOR JOINT FILLER FLOOR JOINT FILLER (NO SUBSTITUTION WILL BE CONSIDERED): USE TWO -PART, COLD APPLIED, POLYUREA JOINT FILLER PRODUCT 1. "Penatron 3004" AS MANUFACTURED BY ASTC Polymers, Inc., Ph: (714) 966 -2893, Fx: (714) 966 -9105, www.astcpolymers.com. 2. "VersaFlex SL/85" AS MANUFACTURED BY VersaFlex, Inc., (800) 561 -6191, (913) 321 -9000, Fax: (913) 321 -1490, www.versaflex.com. PRE- MOLDED EXPANSION GASKET, EXPANSION JOINTS AT FREEZER SLAB: 1. " Sealtight Sponge Rubber ", 1/2 INCH THICK, WITH MATCHING WIDTH, REMOVABLE "Sealtight Snap -Cap" TO PROTECT GASKET TOP DURING CONSTRUCTION. 2. MANUFACTURER: W.R. Meadows, Inc., Ph: (707) 745 -6666, Fax: (707) 747 -6206, www.wrmeadows.com. FILLER: " Penatron 3004 ", or " VersaFlex SL /85" tWO -PART FLEXIBLE JOINT FILLER SYSTEM DESCRIBED ABOVE, PLACED AFTER REMOVAL OF JOINT CAP. SECTION 03395 PENETRATING SEAL AND HARDENER CONCRETE SEAL AND HARDENER (NO SUBSTITUTION WILL BE CONSIDERED): 1. "L & M Seal Hard" alkaline siliconate hardener manufactured by L & M Construction Chemicals, Inc., 14851 Calhoun Road, Omaha, NE 68152, (800) 362 -3331, Ph: (402) 453 -6600, Fax: (402) 453 -0244, em: Imdeker @aol.com, www.Imcc.com. 2. "Day -Chem Sure Hard J -17" alkaline siliconate hardener manufactured by Dayton Superior Chemical and Cement Products, 4226 Kansas Avenue, Kansas City, KS 66106, (866) 329 -8724, Fax: (913) 279 -4806, em: toddfraker @daytonsuperior.com, www.daytonsuperiorchemical.com 3. "Pentra -SiI" alkaline silicate hardener manufactured by Convergent Concrete Technologies, 738 N 1890 W, Provo, UT 84601, Ph: (801)375 -2280 Fax: (801) 375 -2971, em :mike @convergentconcrete.com, www.convergentconcrete.com, Contact Michael at (866)- 375 -2280. 4. "Shur- Seal" alkaline silicate hardener manufactured by he Paul M. Wolff Co., 460 N. Geneva Road, Lindon, UT 74042, ph: (877) 974 -0630, Fax: (801) 785- 354■Zww.paulwolff.com, contact Curtis Beesley, email: cbeesley @paulwolffco.com. DIVISION 4 MASONRY - NOT APPLICABLE TO THIS PROJECT DIVISION 5 METALS SECTION 05500 METAL FABRICATIONS • ANCHOR AND FASTENER - SEE SHEET S1. PIPE BOLLARDS WITH 3' -9" EMBEDDED BELOW GRADE: A. Use Schedule 40 galvanized steel pipe for exterior installations. 2. Use Schedule 60 primer coated steel pipe for interior installations. 3. Include a full height bollard sleeve for each bollard. 4. COLORS: Use OSHA Yellow. B. Bollard Sleeve Manufacturer: IDEAL SHIELD, 2525 Clark Street, Detroit, MI 48209 -1355, Ph. (866) 825 -8659 or (313) 842 -7290, Fx: (313) 849 -1646, Email: info @idealshield.com, www.idealshield.com, Contact: Chris Parenti. DIVISION 6 WOOD & PLASTICS - SEE DEFERRED SUBMITTAL FREEZER/COOLER FABRICATION DRAWINGS DIVISION 7 THERMAL & MOISTURE PROTECTION SECTION 07200 BUILDING INSULATION FREEZER SLAB INSULATION SYSTEM A. Use closed cell, extruded polystyrene foam boards. Furnish material meeting ASTM C 578 Type VII requirements with minimum compressive strength of 60 psi (415 kPa). Use one of the following: 1. "Styrofoam Highload 60 ", manufactured by Dow Chemical Company. 2. "Foamular 600 ", manufactured by. Owens Corning. B. Expanded polystyrene (EPS or Bead Board) insulation will not be considered or permitted. C. Laminated Vapor Retarders: Use product manufactured for use as underslab vapor retarder, 15 mils thick, constructed from a polyolefin geomembrane. Include manufacturer's recommended tapes. Approved vapor retarder materials include the following: 1. "Stego Wrap" and " Stego Wrap Red Polyethylene Tape ", manufactured by Stego Industries, 216 Avenida Fabricante 101, San Clemente, CA 92672, ph: (877) 464- 7834 or (949) 257 -4100, fax: (949) 257 -4113, www.stegoindustries.com 2. "Perminator 15 ", manufactured by W.R. Meadows, Inc., 300 Industrial Dr., Hampshire, IL 60140, ph: (800) 342 -5976 or (847) 214 -2100, Fx: (847) 683 -4544, www.wrmeadows.com, contact Brian Allen (503) 333- 602337200_2011- 02- 01.doc City, State Zip Code MASTERS Printed on 02/01/2011 D. Vent Piping: Use Schedule 40 Polyvinyl Chloride (PVC) sewer pipe and fittings, ASTM D 2729, bell -and- spigot ends, for loose joints. DIVISION 8 DOORS AND WINDOWS - SEE DEFERRED SUBMITTAL FREEZER/COOLER FABRICATION DRAWINGS. DIVISION 9 FINISHES - NOT APPLICABLE TO THIS PROJECT DIVISION 10 SPECIALTIES - NOT APPLICABLE TO THIS PROJECT DIVISION 11 EQUIPMENT SECTION 11410 REFRIGERATION INSTALLATION WORK: REFRIGERANT PIPING MATERIALS - All refrigeration piping shall by type "L" hard drawn copper tubing. All tubing shall be factory cleaned and sealed AC &R tubing. DIVISION 13 SPECIAL CONSTRUCTION SECTION 13910 FIRE SPRINKLER - SEE PERFORMANCE & CONFORMANCE SUBMITTAL SPECIFICATION UNDER SEPARATE COVER DIVISION 15 MECHANICAL & DIVISION 16 ELECTRICAL SEE SHEET ME -1 NEW FREEZER PER PLANS NEW FREEZER PER PLANS REVIEWED FOR CODE COMPLIANCE APPROVED SEP142011 City of Tukwila BUILDING DIVISION r II KE KKK DAIRY II OPEN MOUNT SIGN (SOIC) ON REFRIG PANEL, ALIGN HEIGHT TO MATCH EXIST. PRODUCE COOLER SIGNAGE COOLER - NO PAINT REQUIRED CLEARANCE ABOVE COOLER @ 18' -0" A2.01 WM Kr Wr4 r NKr 4/ /NM NW" War la■ OWL l■ OWL MIL. l■ 10.11 MEL OWL \ I 1 4 2A, 2B A2.01 @ COOLER 107 (U.N.O.) COOLER & FREEZERFRONT WALL A2.01 BOLLARD (3 TYP.) A2.01 DRAIN / VENT @ FREEZER 103 (U.N.O.) 10 A2.01 VENT LEFT HAND REVERSE GLASS DOOR. SEE SHEET TS -101 ACCESSIBILITY NOTES (TYP.) @ FREEZER 104 (U.N.O.) 0 2, @ 10' -0" A.F.F. FIN FLR = 0' -0" 4 CITY OF SER 022011 PERMIT CENTER SCALE: 1/8" = Comm TUKWILA, WA LOCATION 006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www. costco. com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET KEY PLAN ENTRY AREA OF WORK MITCHELL C. SMITH, ARCHITECT MITCHELL C. SMITH STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 8 -25 -11 RELEASE FOR PERMIT SUBMITTAL #93- 0440 -26 PM: KEN WONG DRAWN: KW INTERIOR DETAILS, ROOM FINISH SCHEDULES & NOTES A2.01 L' \_pre89\ 87022\ 87022027\ COS - TUKWILA -S1- FREEZERPITPLAN- 96- 87022027.dwg, 08- 26 -11, 9'29arh, davet, 96 CURB TO COVER JOINT. TREATED 2 x 8 (REPLACE w /EXPANSION GASKET FREEZER DOOR 0' -0" w PIT PLAN DIMENSION GASKET 2 - #4 ABV. & BELOW NAILS 2 ROWS 60d COMMON NAILS 0 16 "oc & 4 "GA. FREEZER SLAB REINF. PER PLAN 5 i O —00-0-- op V a (1) 0 c>0.00 Ii11111i11 l 111111 SECTION A -1 i". v—on " BRG. R w/ 6- "0 BOLTS o �o a O lu// O O O 85" a CO INSULATION EQ. EQ. HEAR . w/ "0 BOLTS 5" STD. PIPE 4" STIFFENER EA. SIDE i" BRG. R w/ 4- i" o BOLTS o f� o i" BRG. . TYP. w/ 2- 1 "x6" LAGS 1i" SECTION Ca) a a) C -1 " = 1' -0" OCN (( W16x26 �JQ L3x3x1 BRACES • W16x26 8 X co •1 alt #4 0 18 "oc E.W. DOWEL 6" INTO EXIST. SLAB 0' —O" CONDENSER WT. = 4230# FU FUTURE LOAD)00# FOR SEE A -1 GASKET PER A -1 L3 x 3 x wii "0x 4" W.H.S. 0 9 oc EA. SIDE OF GASKET 0OO o 0. 00 0 °0o 0 ° 0 00000 00 III -1 1 1 -1 1 1— 111=111=11111 (00 SALES FREEZER DOOR ONLY) SECTION B -1 i" = 1' —O" 3x3x* ANGLE BRACES w/ 1i" BOLT EA. END I--- SUPPORT LEG - I I WO LBEAM BOLT SECTION D -1 PLATFORM FRAMING PLAN Q = 11-0- i" = 1' —D" L -_J ROOF TOP CONDENSER PLATFORM a C3 PARTIAL ROOF PLAN Q MAXIMUM SPACING & LOCATION PER FDN. PLAN t/4 x i" SOFT -CUT JOINT SLAB PER PLAN USE P.N.A. PD3 BASKET ASSEMBLY OR APPROVED EQUAL, W /DOWELS ® 24 "o /c. SPACING MAY BE INCREASED TO 26" IF SUPPORTING DATA CAN PROVE THAT A GREATER SPACING CAN BE USED WITH COSTCO FORKLIFTS. BASKET SHOULD BC MANUFACTURED TO HOLD PLATES AT ±i" OF SLAB CTR. CLR. MAX. . SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2. SOIL SUBGRADE PER SOILS REPORT. 3. USE OF OTHER JOINT SYSTEMS NOT ALLOWED. SHRINKAGE JOINT (S.J.) 0' -0" EXIST. CONC. SLAB ON GRADE J 0 i" = 1' -0" VERIFY w/ ARCH. (3' —O" MAX.) SAW C T & REMOVE SLAB - REQ'D. ADD # ® 18 "oc TYP. 0 . (LAP 2 " MIN.) NEW C fy = 4 NC. SLAB 00 psi MIN. III -1 I -1 1 1- 1 i i=m=1 1111 " TYP. COMPACTED SUBGRADE PER SOILS ENGINEER RECOMMENDATION "1-1141 = III =III= 1�i- 11� -1i1- IIIIIIMIIIII #4 0 18 "o /c c' (LAP 24" MIN.) STAGGER E.S. OF TRENCH. EPDXY w/ HILTI RE -500 ADHESIVE. EMBED 5" MIN. w/ SPECIAL INSPECTION. NON- STRUCTURAL SLAB REPLACEMENT FOR PLUMBING INSTALLATION LOCATE PER ARCH. GENERAL NOTE i" = 1' -0" THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & 2. DESIGN CODE AND Applicable Code 3. DESIGN LOADS Slab live load Site Location STANDARDS (Edition /Name) 350 psf - Costco Wholesale - Morena Blvd., San Diego, CA - 2010 California Building Code (CBC) OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. CONCRETE F'c =4000 PSI. 0 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. 0 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT OF WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER- PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON - PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. ti 6" SLAB w/ #4 18 "oc E.W. S.J. vi vi S.J. A -1 ;71) FREEZER PIT PLAN blt3O 2. *" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 14 2011 City of Tukwila BUILDING DIVISION SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S -5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS B. OR BOT. = BOTTOM C.I.P. = CAST IN PLACE CLR. = CLEAR CONT. = CONTINUOUS DF = DOUGLAS FIR EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.W. = FACE OF WALL FTG. = FOOTING H. OR HORIZ. = HORIZONTAL HF = HEM -FIR H.S.S. = HOLLOW STRUCTURAL SECTION I.C.C. = INTERNATIONAL CODE COUNCIL I.F. = INSIDE FACE N.T.S. = NOT TO SCALE O.F. = OUTSIDE FACE 0.T.0. PPT R.O. REINF. SW SIM. SYMM. T. T.O.F. TYP. U.N.O. V. OR VERT. V.I.F. V.O.F. W.A.B.O. = OUT TO OUT = PRESERVATIVE PRESSURE TREATED = ROUGH OPENING = REINFORCING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE RECEIVELQ = VERTICAL CITY OF TUKWILA = VERTICAL INSIDE SEP 0 2 2011 FACE = VERTICAL PERMIT CENTER OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS 1- c el ENGINEER: 400 COSTCO DRIVE TUKWILA, WA. 98188 08 -26 -11 1' DATE: DRAWING REVISIONS SHEET NO: si DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION Iz I 1- c el ENGINEER: 400 COSTCO DRIVE TUKWILA, WA. 98188 I SHEET CONTENTS: FREEZER PIT PLAN, SECTIOI 1' DATE: DRAWING REVISIONS SHEET NO: si I d z ai co cn C Lc) RI o Lo co 0 ui z $ 3�e 8LA .56 N � t JOB NO: el ENGINEER: 400 COSTCO DRIVE TUKWILA, WA. 98188 I SHEET CONTENTS: FREEZER PIT PLAN, SECTIOI 1' DATE: JOB NO: 87022027 ENGINEER: R. RAICHLE DRAWN: D. TALOA DATE: 08 -19 -11 SHEET NO: si Freezers Cooler & K:\2011 \210 —219 \1 1 FINISH FLOOR Juuuuuuu1 FLOOR SINK FILL SCALE: NONE (E)4" (E)4" PLUG DRAIN AND FILL FLOOR SINK TO MATCH SURROUNDING. SEE DETAIL (E)' D -4 16' -10" (E)FCO 2" VTR / (E)FC0 (E)4" (E)FCO Of FOR WORK IN THIS REA SEE "P.O.S. COOLER & FRFF7FR WASTF Sr ENL PLAN WEST" ON THIS SHEET. N r ALL EXISTING WASTE IN THIS AREA TO RE VERIFY EXISTING FL• HALF EXPOSED AFTE INSTALLATION OF NE RELOCATE AS NECES & VENT AIN. OR SINKS CASES. ARY. E) FC .I 4' SALES EXIST ER VTR x MILL ma. Win. ■■i ■ m a. •Iti•iiii to Ihiig II', (E) c0' 1 1I1 '!1 ' II� (E)FC (E), D -7 (E)3" (TYE. OF 16) (TYP.) FOR WORK IN THIS 4REA SEE "P.O.S. COOLER & & T (E)4" (TYP.) 1 PLAN EAST" ON THIS SHEET. ui- AI AA/ /AA AA/ IIIIII/_414141_44411 AA/ ddd IAA /IA AA/ /IA IAA AA/ AA/ ILIA IAA IAA AA/ 0000000 , (E)FCO IIIIIII11I 11lI gr 1110=1 Rum II (E)4" (E)FCO 00 PARTIAL FLOOR PLAN SCALE: 1/32" = 1' -0" 444-444-4 SALES F ER 104 a a o (E)FC0 m 18' -5" 2" VTR / (E)4" / CONNECT NEW 3" SS TO EXISTING 4" SS HERE. FIELD VERIFY SIZE, LOCATION AND I.E. PRIOR TO WORK. ( E) 4" / 0 PLUMBISG LEGEND A.F.F. B.F.F. CONT. FCO G.0 M.0 TYP. VTR SS W. COMBINATION WASTE & VENT DEMO VENT ABOVE FINISH FLOOR BELOW FINISH FLOOR CONTINUATION FLOOR CLEAN OUT GENERAL CONTRACTOR MECHANICAL CONTRACTOR TYPICAL VENT THRU ROOF SANITARY SEWER WASTE GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPUCABLE. 1. ALL WASTE AND CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. 2. SEE FIXTURE SCHEDULE FOR MINIMUM TRAP ARM SIZE AND VENT SIZE. 3. ALL DIMENSIONS TO COLUMN LINES. 4. MAINTAIN MINIMUM OF 15' BETWEEN PLUMBING VENT AND AC /AIR HANDLING UNITS. 5. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS. OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS AND /OR CEILINGS. 6. INSULATE ALL INTERIOR PIPING. 7. APPUCABLE PLUMBING CODE: 2009 UPC REFRIGERATION CONTRACTOR TO MAKE FINAL CONNECTION AIR GAP FITTING — CONC. CURB 0 (E)4" 0 P.O.S. COOLER & FREEZER WASTE & VENT PLAN WEST SCALE: 1/8" = 1' -0" ,441'-4" 4 -1/2 "f 3" O FREEZER WALL (N.I.C.) VENT. ALL CAST IRON VENT PIPE TO BE PAINTED WHITE CAST IRON STAND PIPE UP THROUGH CURB 1' -0" O F.F. = 0' -0" TRAP CONDENSATE DRAIN (D- SCALE: NONE COMBINATION WYE & 1/8 BEND 7d TRAP & ARM 30 0 19' -8" 20' -2" CONNECT NEW 3" SS TO EXISTING 4" SS HERE. FIELD VERIFY SIZE, LOCATION AND I.E. PRIOR TO WORK. 13' 2" VTR // //I �i i4d III III ° (E)FC0 SALES 103 ER DEMO EXISTII LINE IN THIS D -9 SEE DETAIL i 30 (TYP OF 3) SALES FREEZER 1 103 1 G 4" SS AREA. M -1 CONNECT NEW 3" SS TO EXISTING 4" SS HERE. FIELD VERIFY SIZE, LOCATION AND I.E. PRIOR TO WORK. FCO (E)4" SCOPE EXISTING 4" SS LINE TO VERIFY OPERATIONAL CONDITION AND CONNECTION TO BUILDING SEWER. 4 AA. 4 COUNTER FLASHING SLEEVE FLASHING SLEEVE ROOF FLASHING (BY GC) VENT THRU ROOF VENT THRU ROOF SCALE: NONE DAIRY ICOOOLER (E)FCO (E)4" (E)FC0 °F-00 18 SALES 0• R EXIST. (E)4" (E)FCO PLUMBING FIXTURE SCHEDULE - CONTRACTOR PROVIDED SYMBOL DESCRIPTION MFR. /MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES BACKFLOI W AIR GAP FIXED FITT NG ZARB 1025 -2 2" 2" ALL PLAIN BRONZE BODY WITH 1 -1 1-1/2" SLIP JOINT INLET AND 2" NO -HUB OUTLET 30 /ME -1 P.O.S. FREEZER N/A ( D -9� (13) NATIONAL PURCHASE AGREEMENT IN PLACE WITH STAINLESSDRAINS.COM. CONTACT SHELIA HELLER OR JENNIFER SNIDER AT (888) 785 -2345 (E)4" (E)FC0 (E)6" P.O.S. COOLER & FREEZER WASTE & VENT PLAN EAST SCALE: 1/8" = 1' -0" (E)4" M 7 l 2) SEPARATE PERMIT AND APPROVAL REQUIRED Z (E)4" RECEIV CITY OF TULA SEP 0 2 7011 PERMIT CENTER Q z W z di W H O z SCHEDULE H z w FREEZER WASTE COOLER & z a 0 L.1.1 0 w 0 N 0 REVISION DATE: ISSUE DATE: AUGUST 26, 2011 ARCHITECT REFERENCE NO: 93-0440-26 J 0 3z z ow wo oz 0 z W 0 cn z =w wE m3 Q wa. w 0 1- 01 N0 wL o/x az ozo PROJECT N0:11 -210 Freezers Remodel \21 0E -1 .dwg, Cooler & 0 0 0 0 0 r 0 0 O • 0 0 0 0 0 O O O 0 • 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 tEE ENLARGED MEZZANINE POWER THIS SHEET 138 A TYP. Al 40 0 4� 01-8 40 42 38 40 0 42 38 r, #10 1I 44d /II 4444 IAA 444 III 444 AAA 444 .AAA III 444 //I III III 444 444 444] RU' LISP -L 0 All 111111111111MIMIIINIMIMIMIII 0 0 0 0 0 0 0 0 n 0 0 0 x EXIST! TRANSF iii NEW PANEL P15 & TRANSFORMER T15 PANELS P1, PP1 & RMER T1 P L LRP -L A AA P15 0 6 M.D.P. -2 =n T4 P4 H4 - - P12 H10 H9 T5 MEZZANINE POWER PLAN SCALE 1/16" = 1' -0 ELECTRICAL PLAN NOTES: O E.C. TO REMOVE ELECTRICAL DEVICES, LIGHTS, CONDUITS, WIRES IN DEMO AREA (SEE ARCHITECTURAL PLAN) TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION, IF APPLICABLE. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. 02 E.C. TO PROVIDE (3) 20A/1 P BREAKERS IN EXISTING PANEL L FOR NEW LIGHTS. FIELD VERIFY SPACE /SPARE. NOTIFY ENGINEER IF IT IS CONFLICT. 03 E.C. TO PROVIDE (1) 20A/1P BREAKERS IN EXISTING PANEL A FOR UNDER MEZZANINE LIGHTS. FIELD VERIFY SPACE /SPARE. NOTIFY ENGINEER IF IT IS CONFLICT. ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING ELECTRICAL DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. 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. PROVIDE CUTTING, PATCHING, TRENCHING AND BACK FILL FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED NOT TO INTERFERE WITH WAREHOUSE'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH WAREHOUSE, ARCHITECT FOR WORK SCHEDULE. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. COORDINATE AND SCHEDULE WITH WAREHOUSE FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR WAREHOUSE'S NORMAL OPERATION AS REQUIRED. LEGEND 0 FIXTURE TYPE O EXISTING LIGHTING FIXTURE O H.I.D. LIGHT FIXTURE • H.I.D. LIGHT FIXTURE W /QUARTZ STRIKE LAMP FLUORESCENT LIGHT FIXTURE FIXTURE ON EMERGENCY LIGHT CIRCUIT W /BATTERY BACK PACK BRANCH PANEL ELECTRICAL CONTRACTOR CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS INDICATES WIRES AND CONDUIT OTHER THAN #12,1/2 "C C - METALLIC CONDUIT, PVC - PLASTIC CONDUIT ISOLATED GROUND OR GROUND CONDUCTOR FLEXIBLE CONDUIT CONNECTION AS REQUIRED TRANSFORMER M.L.O. MAIN LUGS ONLY ® DUPLEX RECEPTACLE, +18" MIN. OR AS NOTED ® FOURPLEX RECEPTACLE, +18" MIN. OR AS NOTED E.C. 1 0 EL LIGHTING CONTROL SCHEDULE P15 COSTCO - TUKWILLA, WA FUNCTION FREEZER LIGHTS 01 CIRCUITS #'S P15/6 P15/8 P15/10 SPARE FUNCTION COOLER- LIGHTS 0 CIRCUITS #'S P15/2 P15/4 SPARE SPARE 0 DOOR LIGHTS ON AT 10:00 AM - OFF AT 10:00 PM PARTIAL FLOOR PLAN SCALE 1/16" = 1' -0 LIGHTING FIXTURE SCHEDULE ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED DISCONNECTED MEANS PER LATEST NEC CODE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS O HOLOPHANE* RE35LPP272RSFW C6 COSTCO VENTURE MP 350W /BU UVS /PS CHAIN 382 BOTTOM OF FIXTURE +23' A.F.F. E.C. TO PROVIDE SAFETY HOOKS, & FLEXIBLE WIRING SYSTEM WIRING ACCESSORIES AS REQUIRED SEE DETAIL / THIS SHEET. Al HOLOPHANE* RE35LPP272RSFW C6 EM COSTCO VENTURE MP 350W /BU UVS /PS & 1 -250W QUARTZ 382 ®LITHONIA OR WILLIAMS AW- 4- 32- MVOLT- GEB10IS 4 -32W T8 SURFACE 118 PROVIDE ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. EL PROVIDE 100% FULL - OUTPUT EMERGENCY BATTERY PACK OPTION WHERE INDICATED ON PLANS. INCLUDE ALL RELAY, TEST SWITCH AND (1) LAMP OPERATION. FIXTURE IS SWITCHED. BATTERY PACK IS UNSWITCHED. PROVIDE SELF DIAGNOSTIC TESTING SYSTEM. * NO SUBSTITUTIONS ALLOWED. TRUSS A■411klittrU■ INSULATION BEAM CLAMP (UNISTRUT #PFLO37T OR EQUAL) ROOF INSULATION AWI I UNISTRUT #P3300 (1 -5/8" X 7/8 ") 7 M 1 Y J LOCKED HOOKS (SEE ENLARGED VIEW LIGHTING FIXTURE SCHEDULE) NOTES: 'r► STEEL TRUSSES 5' ON CENTER VERIFY W /ROOF SHOP DRAWINGS. SAFETY CHAIN UNISTRUT #P3300 (1 -5/8" X 7/8 ") WITH UNISTRUT BEAM CLAMPS #PFLO37T OR EQUAL TO TRUSS - 2 PLACES. FLEXIBLE WIRING SYSTEM IF ANY CONFLICTS OCCUR WITH TRUSSES, COORDINATE FIXTURE RELOCATION WITH ARCHITECT /ENGINEER. SAFETY CHAIN BOTTOM OF FIXTURE +23' A.F.F. TYPICAL. ADJUSTABLE CHAIN HANGER TO MEET 23' FIXTURE CLEARANCE HEIGHT. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MOUNTING ACCESSORIES AS REQUIRED, SAFETY HOOKS, CHAIN, UNISTRUT, ETC. FOR FIXTURE MOUNTING. PROVIDE STAINLESS STEEL STRANDED SAFETY CHAIN. SECURE BETWEEN FIXTURE /BALLAST BODY AND THE NEAREST BUILDING STRUCTURE MEMBER. TYPICAL ALL H.I.D.'S H.I.D. FIXTURE MOUNTING DETAIL INCLUDING NO SCALE LIGHTING CONTROL SCHEDULE LRP -L (EXISTING) COSTCO - TUKWILA, WA FUNCTION SALES AREA 1ST GROUP ON /OFF CIRCUITS #'S L/1 L/11 L/15 L/19 L/37 L/38* A/33* HARDLINES w z w U FRONT END L/16 L /20 L/29 L /30 L/33 L/34 L/2 L/12 FUNCTION SALES AREA 2ND GROUP ON /OFF CIRCUITS #'S L/3 L/7 L/17 L/21 L/39 L /40* L/18 L/22 L/25 L/26 L/35 L/36 L/4 L/8 LIGHT UNDER MEZZANINE CIRCUITS #'S A/33* *- PROVIDE NEW RELAY AS REQUIRED FUNCTION SALES AREA 3RD GROUP ON /OFF CIRCUITS #'S L/5 L/9 L/13 L/23 L/41 L/42* L/14 L/24 L 27 L 28 L 31 L/6 L /10 E -1 EXISTING MDP EXISTING 2500 A CU BUS, 480 VOLT, 3 0, 4W 1 EXISTING - 400A /3P 400AF (LPJ) #6 CU TO BLDG MAIN COLD WATER .� PIPE /BUILDING STEEL EXISTING PANEL PP1 EXISTING FEEDER - 1 -1/4 "C 3 #4 THW CU T15 45 KVA 480-208/120V 2 "C## THWICU PANE P15 150A/3P MAIN BKR PARTIAL ONE LINE DIAGRAM NO SCALE PANEL: P15 208 / 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS W150/3P MAIN BREAKER 22000 A.I.C. MIN. NEW TOP FEED SURFACE MOUNT SQ -D NQOD -PL CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE POS OVERSTOCK DOOR HTR (M32) 1.45 20/1 1 2 20/1 1.05 MLN LIGHTS OVERSTOCK (M31) * POS OVERSTOCK DOOR HTR (M32) 1.45 20/1 3 4 20/1 1.05 MLN LIGHTS OVERSTOCK (M31) * POS OVERSTOCK DOOR HTR (M32) 1.45 20/1 5 6 20/1 1.66 MLN LTS - WALL FRZR (M33) * WALL FREEZER DOOR HTR (M34) 0.46 20/1 7 8 20/1 1.66 MLN LTS - WALL FRZR (M33) * WALL FREEZER DOOR HTR (M34) 1.30 20/1 9 10 20/1 1.66 MLN LTS - WALL FRZR (M33) * WALL FREEZER DOOR HTR (M34) 1.30 20/1 11 12 20/1 67.50 SPARE * WALL FREEZER DOOR HTR (M34) 1.30 20/1 13 14 20/1 1.58 OVERSTOCK FREEZER LIGHTS WALL FREEZER DOOR HTR (M34) 1.30 20/1 15 16 20/1 35.00 SPARE WALL FREEZER DOOR HTR (M34) 1.30 20/1 17 18 20/1 35.00 SPARE WALL FREEZER DOOR HTR (M34) 1.30 20/1 19 20 20/1 1.92 HEAT TAPE (M3) WALL FREEZER DOOR HTR (M34) 106.32 1.30 106.32 20/1 21 22 20/1 TOTAL CONNECTED LOAD 1.92 865 A HEAT TAPE (M3) WALL FREEZER DOOR HTR (M34) 1.30 20/1 23 24 20/1 1.92 HEAT TAPE (M3) WALL FREEZER DOOR HTR (M34) 0.92 20/1 25 26 20/1 0.86 WALL FREEZER DOOR HTR (D48) SPARE 1.03 20/1 27 28 20/1 0.86 WALL FREEZER DOOR HTR (D49) OVERSTOCK FREEZER FAN /HTR (D44) 1.34 20/1 29 30 20/1 0.86 WALL FREEZER DOOR HTR (D50) OVERSTOCK FREEZER FAN /HTR (D45) 1.34 1.73 2.03 20/1 31 32 20/1 0.86 23 KVA 63 A WALL FREEZER DOOR HTR (D51) OVERSTOCK FREEZER FAN /HTR (D46) 1.34 20/3 20/1 33 34 20/1 0.86 SPACE PERMIT CENTER WALL FREEZER DOOR HTR (D52) OVERSTOCK FREEZER FAN /HTR (D47) 1.34 20/1 35 36 20/1 SPACE SPARE SPARE 20/1 37 38 20/1 SPARE SPARE 15.00 70/3 20/1 39 40 20/1 11.40 RACK D CONDENSOR * SPARE SPARE 15.00 20/1 41 42 20/1 11.40 SPARE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 6.77 6.69 8.03 14.7 KVA 13.04 KVA 12.47 KVA 7.93 6.35 4.44 109.2 KVA TOTAL CONNECTED LOAD 40.21 KVA 111 A E.C. SHALL VERIFY ALL BREAKER SIZES WITH FREEZER /COOLER CONTRACTOR BEFORE INSTALLATION * POWER LINK BREAKER. SEE LIGHTING CONTROL SCHEDULE FOR CONTROL SEQUENCE. PANEL: H9 480 / 277 VOLTS 3 PHASE 4 WIRE 1200 A CU BUS M.L.O. A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE JAND & CARBON TOWER 106.32 20/1 1 2 20/1 31.17 PAI COMPRESSOR RACK A 106.32 450/3 3 4 175/3 31.17 COMPRESSOR RACK A ULTRAVIOLET 106.32 20/1 5 6 20/1 31.17 PLC SPACE 7 8 67.50 SPACE 20/3 9 10 300/3 67.50 COMPRESSOR RACK D* SPACE 11 12 67.50 SPACE 13 14 20/1 1.85 SPACE SPACE 30/3 15 16 20/1 35.00 SHOP IN DAIRY LIGHTS * SPACE 17 18 200/3 35.00 H10 SPACE 1.20 20/1 19 20 35.00 SPACE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 106.32 106.32 106.32 239.99 KVA 239.99 KVA 239.99 KVA 133.67 133.67 133.67 TOTAL CONNECTED LOAD 719.97 KVA 865 A * NEW LOAD. PROVIDE NEW BREAKER AS SHOWN PANEL: P1 208 / 120 VOLTS 3 PHASE 4 WIRE 100 A CU BUS W/100A/3P MAIN BREAKER A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE JAND & CARBON TOWER 1.00 20/1 1 2 20/1 1.00 PAI REG CONTROL ROUND C 0.20 20/1 3 4 20/1 0.90 OZOMONIC RO ULTRAVIOLET 1.00 20/1 5 6 20/1 0.20 PLC 7 8 1.00 SPARE 20/3 9 10 30/3 1.00 EXISTING LOAD 11 12 1.00 13 14 20/1 1.85 SHOP IN DAIRY LIGHTS * SPARE 30/3 15 16 20/1 1.85 SHOP IN DAIRY LIGHTS * 17 18 20/1 1.85 SHOP IN DAIRY LIGHTS * DAIRY DOOR HEATER (M2)* 1.20 20/1 19 20 SPACE OZONE GENERATOR 0.50 20/1 21 22 SPACE SPACE 10.00 23 24 20/1 1.34 SHOP IN COOLER /DELI (D54)* 1.03 25 26 20/1 1.34 SHOP IN COOLER /DELI (D54) SHOP -IN DAIRY AIR DOOR (M12)* 1.03 20/3 27 28 20/1 1.34 SHOP IN COOLER /DELI (D55) 1.03 29 29 30 20/1 1.34 SHOP IN COOLER /DELI (D55) TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 3.23 1.73 2.03 8.42 KVA 6.82 KVA 7.76 KVA 5.19 5.09 5.73 TOTAL CONNECTED LOAD 23 KVA 63 A * NEW LOAD. PROVIDE NEW BREAKERS AS SHOWN PANEL: PP1 480 / 277 VOLTS 3 PHASE 4 WIRE 400 A CU BUS M.L.O. A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT CIRCUIT USE PHASE A (KVA) B C BKR. CKT. NO. CKT. NO. BKR. PHASE A (KVA) B C CIRCUIT USE 1 2 SPARE 20/3 3 4 20/3 SPARE 5 6 7 8 SPARE 20/3 9 10 20/3 SPARE 11 12 13 14 SPARE 20/3 15 16 20/3 SPARE 17 18 10.00 19 20 SPACE XFMR T1 10.00 60/3 21 22 SPACE 10.00 23 24 SPACE RECEIV 25 26 SPACE CITYOFTUKWILA SPACE SPARE 20/3 27 28 29 30 SPACE SEP 0 2 2011 31 32 SPACE SPARE 20/3 33 34 SPACE PERMIT CENTER 35 36 SPACE 15.00 37 38 11.40 SUBFEED T15 45KVA * 15.00 70/3 39 40 50/3 11.40 RACK D CONDENSOR * 15.00 41 42 11.40 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 25.00 25.00 25.00 36.4 KVA 36.4 KVA 36.4 KVA 11.40 11.40 11.40 TOTAL CONNECTED LOAD 109.2 KVA 131 A * NEW LOAD. PROVIDE NEW BREAKERS AS SHOWN t3O1 SEPARATE PERMIT AND APPROVAL REQUIRED NOTES & LEGEND SCHEDULES, CONTROL LIGHTING SCHEDULE, LIGHTING SCHEDULES, W z z 11 PARTIAL ONE PARTIAL FLOOR 0 w U w U Z 2 REVISION DATE: ISSUE DATE: AUGUST 26, 2011 ARCHITECT REFERENCE NO: 93-0440-26 PROJECT NO:11 -210 E -1 GENERAL NOTES: REFRIGERATION CONTRACTOR TO FURNISH STEEL BUMPERS. BUMPERS TO BE INSTALLED IN FRONT AND/OR NEXT TO ALL CASES EXCEPT FOR BAKERY CASES. SEE DRAWING DETAILS. SEE ARCHITECTURAL DRAWINGS FOR CURBS IN AND/OR AROUND REFRIGERATED BOXES. COLUMNS TO BE WRAPPED WITH STAINLESS STEEL FROM FLOOR TO CEILING. FURNISHED BY PANEL MANUFACTURER, INSTALLED BY REFRIGERATION CONTRACTOR. SEE PANEL DRAWINGS FOR ADDITIONAL DETAILS/REQUIREMENTS. ALL WALK—IN COOLER AND FREEZER EVAPORATIVE COILS LOCATED AS SHOWN ON PLANS. ALL 2'-0" CLEARANCE ABOVE NOTED INTERIOR COOLER HEIGHT FOR STRUCTURAL STEEL. CLOSURES/FILLERS FOR ANTHONY WINDOWS TO BE AUTO BRIGHT. PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. SALES FREEZER #1 TO HAVE POWEREDAIRE AIR DOOR, MODEL: ETD 2-84 FURNISHED BY KYSOR//WARREN AND INSTALLED BY REFRIGERATION CONTRACTOR. SHOP—IN PRODUCE TO HAVE HCR AIR CURTAIN, MODEL: HCR AC—CS. FURNISHED BY PANEL MANUFACTURER AND INSTALLED BY REFRIGERATION CONTRACTOR. SEE COSTCO SPECIFICATION FOR REQUIRED MATERIALS AND METHODOLOGY FOR SANITATION COMPLIANCE IN PREP AREA. DIAMOND PLATE/STAINLESS STEEL. LEGEND ALL DIAMOND PLATE FOR POINT OF SALES AND PREP AREAS ARE SUPPLIED BY PANEL MANUFACTURER. INSTALLED BY REFRIGERATION CONTRACTOR. I DIAMOND PLATE 3' x LENGTH OF BOX END WALL SEE PANEL DRAWINGS FOR EXACT LOCATION. 11 3' TALL DIAMOND PLATE CORNER GUARD SUPPLIED BY PANEL MANUFACTURER AND FIELD INSTALLED BY PANEL REFRIGERATION CONTRACTOR. III DIAMOND PLATE 4' H. x LENGTH OF WALL SEE PANEL DRAWINGS FOR EXACT LOCATION. IV STAINLESS STEEL BEHIND SKEWERS (SEE MEAT MANAGER). FIELD VERIFY SIZES. V STAINLESS STEEL PANEL SKIN ON EXPOSED PANELS ON ROTISSERIE/MEAT PREP BY PANEL MANUFACTURER. VI 4' TALL DIAMOND PLATE CORNER GUARD SUPPLIED BY PANEL MANUFACTURER AND FIELD INSTALLED BY REFRIGERATION CONTRACTOR. ANTHONY PREP WINDOWS "REFRIGERATION INSTALLATION CONTRACTOR TO COORDINATE THE PREP AREA HEADER SUPPORT POST INSTALLATION WITH THE G.C. SEE SHEET R7B FOR DETAIL." <> 72" x 45Y2" / 96" x 45Y2" HEATED PREP WINDOWS (REFER TO PANEL MANUFACTURER DRAWINGS FOR EXACT LOCATION). G 72" x 35Y2" / 96" x 35Y2" HEATED PREP WINDOWS (REFER TO PANEL MANUFACTURER DRAWINGS FOR EXACT LOCATION). HEADER OPENING HEIGHT FOR CASES AND WINDOWS IS 6' —11 3/4". TOP OF HEADER PANEL TO BE 10'-5 3/4" A.F.F. SIDE VIEW CLOSE—OFF PANEL TO BE FIELD NOTCHED FOR STORE COLUMN AS REQUIRED. (w n SIZES VARY PLAN VIEW SHEET METAL TO MATCH CASE. PROVIDED BY MANUFACTURER. ISLAND CLOSE-OFF PANEL SCALE NONE **EXACT LOCATION TO BE DETERMINED BY STRUCTURAL ENGINEER ( N ) ROOF—TOP CONDENSER "D" MODEL: BNH—D 12—A106 WEIGHT: 4230 LBS. SIZE: 88" x 324" x 55" 3 A, M/ - - MK MI MEM (N)ANTI—SWEAT PANEL 12" AFF 27'—O" (N) CONDENSER "D" (N) 1' x 2' OPENING IN ROOF FOR PIPING TO ROOF TOP CONDENSER WITH CURB ALL AROUND. 5C-0" 11111 111111 11111 11111 11111 11111 1111M ,.„--„,..... .„,- A , , \ t . , :„.,,. r.,......, ---.............„, 1 1 1 1 1 1 1 1 1 1 1 1 (E)ANT1—SWEAT PAN 12" AFF —MT WALL UNIT L /". ELECTRICAL PANEL ON RACKS & COMPRESSORS TO BE FACING IN TOWARDS CENTER 1 o'-on RACK 232" x 38" x 78 H. 9,000 LBS. 19'-4" ELECTRICAL PANELS COMPRESSOR RACKS WITH DRIP PANS, TYP..21,000 LBS 41INEEN — MIN - 1=11 IWINIMINMM111111* - - MN - - - MEM - - MEN - ELECTRICAL MEZZANINE PLAN SCALE: 1/Er = 1'-0" AREA OF WORK AREA OF WORK 1 1 1 1 1 1 1 1 1 1 1 1 (NI 11 11 11 11 MEZZANINE ABOVE 6' —0" s'--o" 3,1 - - 11111 11111 •.,,,,4,3- ZN\ , (N) WKG270 A7EAOF7N07K •1 1 1 1 1 1 164' —6" (N) WKG270 (N) WKG270 mum Imo — Elm mum Ems Elm mm Ems — — — Ems — NNE mom — 11111M MIME - - - - - - - - - - ME - - - - IMMIN "•-••V:•••• -••,4•••• (13) 32" x 63" ANTHONY REACH—IN DOORS irt 13, 4./ FREEZER PIT TO OFFSET EXTERIOR OF FREEZER BY 1-1/2" 4 • 4403,33aa4 tM37rAfa,V,a341314a4Z0 505 0' •-•<- — 7-- —Iv- , go, L 3•33.v. - • , • \ €;„ \•••! \ \ \y` EXISTING FREEZER SUB—ZERO SALES --€33,..44431 'sr I \ \ j ,/ / \ \ , \L v •;./ '3/ MEM MEM MEM MEM NMI MMIN MEM . MEM MEM MEM MEM MEM 8'-3X" DX6LN M/D DELI AREA OF WORK 1 9'-6" r CB96 0 . LJ 0 0 ,-- 03 (0 0 X 0) 0 I 8'-3 X" DX6LN M/D DELI moo - =MI - - MEM - - - - - - M1111 - (N) WKG270 (N) WALL FREEZER WITH FLOOR (N) WKG270 4./ j - MINE 11•11 - - - - MEM PARTIAL FLOOR PLAN A SCALE: 1/8" = 1'-0" 11 —3X" DX6LN M/D DELI CB96 0.4B 0 �D0 0 X C•1 to 0)' M 0 CB96 8'-3 X" DX6LN M/D DELI — MN ■I -J w 0 0 z 0 0 co 0) 0 —3X" DX6LN M/D DELI CB96 mommomil, 9'-6" 16'-10 1/4" I: 1 i=====a 1 1 '7"---'1-f-1-7-7.1 0:9") co 0) CB96 8'-3 DX6LN M/D DELI — mom — ENE mmms. FRESH AREA PLAN SCALE: 1/8" = 1-0" mom mm — — =so Em mom — (N) WKG270 (N) WKG270 MEM MEM MEM MEM I■ MEM MEM MEM MIN MEM MEM MEM MIN MEM - (9) 32" x 63" ANTHONY REACH—IN DOORS l(N) 10'x10' OPENING W/ i CR AIR CURTAIN • ;3, "' • , • 20'-0" (5) 32" x 63" ANTHONY REACH—IN DOORS r- ki, 4 €0 11 '1' g $g ; ; g ;$4 zze=4.3.--0A BMG520 BMG520 (N) OVERS OCK FREEZER 1,260 SO" x 18' H. - . -10* QgGREE BOX I BMd520 L I 0 13' —0" MEM1111.17114, \ ) ; I I I 1 1 NI 1 1 1 1 1 1 1 1 ri I I (E) PRODUCE COOLER (N) SHOP—IN DELI COOLER 1,512 SF x 18' H. +34' DEGREE BOX - A 5" PIT DIMENSION MIN =I• NMI INN MEM - - - EMI - - MN MEN - MEM MEN - - - MEM PARTIAL FLOOR PLAN B SCALE: 1/8" = NMI MIN 5" MIN (N) WKG270 1 1 1 1 1 1 1 1 - INN .1"r'.....3==a3==54), (N) WKG270 •=11 INN EM MIMI NNE MIN MINI NMI MN 1 1 b====A 1 1 1 1 1 1 1 1 1 EmmEo 11' REVIEWED FOR CODE COMPLIANCE APPROVED SEP 1 4 2011 City of Tukwila BUILDING DIVISION b1l3O RECEIVfaL CITY OF TUKWILA SEP 022011 PERMIT CENTER #006 WHOLESALE TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com MOM /11111IRREll 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568-1514 Fax: (706)565-1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND PASSION FOR EXCELLENCE CONTACT INFORMATION REGIONAL SALES MANAGER DAVE WALKER C — 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C — 706.536.9477 WALL/OVERSTOCK FREEZER, DELI COOLER IS_AND REMODEL KYSOR/VVARREN: All rights reserved. No part of this document may be reproduced in any form or by any means without the expressed written consent of Kysorrnarren. DATE DESCRIPTION 8.26.11 REMODEL EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS: CONTRACTOR SHALL CAREFULLY COORDINATE- NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EX ISTING CONDITIONS EACH. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS K N OW L ED GE AUG 26, 2011 DRAWN BY: F. COOK POINT OF SALES & FRESH AREA PLAN NOTES: ALL JUNCTION BOXES FOR REACH -IN DOOR LIGHTS TO BE LOCATED ON MULLIONS. SEE DETAIL THIS SHEET. OVERHEAD ELECTRICAL CONDUIT TO BE RUN INSIDE OF TRUSS WORK AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. ALL FLUORESCENT SWITCH LIGHTING PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR. SURFACE MOUNT ALL CONDUIT FOR MEAT /DELI /PRODUCE REFRIGERATED WALK -IN BOXES ON THE EXTERIOR ROOF OF THE WALK -IN BOXES. MOISTURE PROOF SEALANT AT PENETRATION AND INSIDE CONDUIT. SEE SHEET. R -3 FOR ELECTRICAL LEGEND ALL SLIDER DOORS TO HAVE DOOR CLOSE MONITOR /ALARM BY MT CONTROL SYSTEM. ALL SWITCH LIGHTING FOR WALK -INS PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR. LIGHT SWITCH LEGEND $3 3 -WAY SWITCH $P PILOT LIGHT SWITCH $3P 3 -WAY PILOT LIGHT SWITCH ELECTRICAL LEGEND ELECTRICAL CALL -OUT, ® SEE REFRIGERATION SCHEDULE - MISCELLANEOUS ELECTRICAL FOR DESCRIPTION. REFRIGERATION SYSTEM NUMBER, SEE REFRIGERATION SCHEDULE FOR REFERENCE. ELECTRICAL CONNECTION POINT Oj JUNCTION BOX O SOLENOID DEFROST TERMINATION SENSOR titt 2 CONDUCTOR BELDEN #8761 TO ASSIGNED MT INPUT. SEE R -3 FOR DETAILS ® MT TEMPERATURE PROBE CURRENT SENSING PROOF 2 CONDUCTOR BELDEN #8761 TO ASSIGNED MT INPUT ® DIFFERENTIAL PRESSURE SWITCH 2 CONDUCTOR BELDEN #8761T0 ASSIGNED MT INPUT 4P DJ MAGNETIC SWITCH 2 CONDUCTOR BELDEN #8761 CABLE TO ASSIGNED MT INPUT WEATHER PROOF SWITCH, DISCONNECT MEANS NON -FUSED 4 POLE FAN DISCONNECT. 4TH POLE USED TO BREAK SOLENOID POWER FOR THAT SYSTEM. 8' x 8' WATER TIGHT FLUORESCENT FIXTURE. 1 PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR (LITHONIA DH2 96T8 HO 120 CW OR EQUAL). EMERGENCY LIGHTING. EM BATTERY BACK -UP PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR. MODEL: #B50 COLD -PAK SERIES, WATTAGE RANGE 17W -215W. um m ERGONOMIC LINEAR QUAD LAMP ELS HO -101A. INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR. CONVENIENCE OUTLET WITH GROUND FAULT INTERRUPTER ISLAND CONVENIENCE OUTLETS. PROVIDED BY CASE MANUFACTURER AND INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR. SEE LOCATION DETAILS THIS SHEET. THERMO- SIMPLE DISPLAY UNIT - CONNECT TO TRANSFORMERS. THERMO- SIMPLE TRANSFORMERS - FIELD INSTALLED ON TOP OF PRODUCE COOLER, POS BOXES, BAKERY COOLER, AND FOOD SERVICE. THERMO- SIMPLE PROBE - MOUNT ADJACENT TO MT PROBES. DOOR FRAME / i SURFACE MOUNT \ 'j /FACTORY WIRI HARNESS _ _ _ i NOTE: J -BOX ABOVE P.O.S. ROOF PANEL 1. J -BOX TO BE MOUNTED ABOVE P.O.S. ROOF PANEL THROUGH OUT. FLEX TO JUNCTION BOX RIGID CONDUIT 1, ■ P.O.S. —BOX MOUNTING DETAIL SCALE NTS • D46 ELECTRICAL MEZZANINE PLAN SCALE: 1/8" =1' -0" µ +J f jf IS ,,, % :f ./ /r ,k 3 is ° 's ' et itq 5.. NOTE: (TYP.) SEE DETAIL 1 3. ySS, h .c fi /. ic..yrr ti:;,aeov;:.htero,c..0 ai•.• f 113- 11 I Q 1 1 I® i \ a— r F- �Q 1 / 1 I Ie I 1 � -a Ii I I I e 1 1 1 Ile II P.O.S. —BOX MOUNTING DETAIL SCALE NTS • D46 ELECTRICAL MEZZANINE PLAN SCALE: 1/8" =1' -0" µ +J f jf IS ,,, % :f ./ /r ,k 3 is ° 's ' et itq 5.. NOTE: (TYP.) SEE DETAIL 1 3. ySS, h .c fi /. ic..yrr ti:;,aeov;:.htero,c..0 ai•.• f FRESH AREA PLAN SCALE: 1/8" = 1' -0" ....................... • f sate lalot GFl GFl NOTE: (TYP.) SEE DETAIL 1 °i /. / I 5, ».,.... i� -31.. . D44 is D47 41 f- F: 0 , jr EM D45 ly A1T� y Ii .�, .�. \fit Lam. is P GFl TO BE WIRED IN SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET FOR FINAL CONNECTION LOCATION. REF ELECTRICAL CONTRACTOR TO MOUNT (1) HUMIDITY SENSOR 6' A.F.F. ON BUILDING COLUMN. CONNECT TO MT BOARD IN ANTI —SWEAT PANEL 1 PARTIAL FLOOR PLAN A SCALE: 1/8" = 1' -0" LIGHT TO BE MOUNTED TO HCR AIR CURTAIN ss� S ¢ _ D54 1'r TO BE WIRED IN 11 SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET _> F0k FINAL CONNECTION LOCATION. PARTIAL FLOOR PLAN B SCALE: 1/8" = 1-0" TO BE WIRED IN SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET FOR FINAL CONNECTION LOCATION. • iilic-P4901/4 30.7„ cRO TUKWILA nLA SEP 022011 PERMIT CENTER 006 TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com KYSt /WARINE11 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568 -1514 Fax (706)565 -1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND PASSION FOR EXCELLENCE CONTACT INFORMATION REGIONAL SALES MANAGER DAVE WALKER C - 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C - 706.536.9477 WALL /OVERSTOCK FREEZER, DELI COOLER & ISAND REMODEL © KYSOR/WARKEN: All rights reserved. No art of this document may e g p yb reproduced in any form or by any means without the expressed written consent of Kysor/Warren. 0 DATE DESCRIPTION 8.24.11 REMODEL EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS- BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES A N D E X I S T I N G C O N D I T I O N S • EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH T H I S K N O W L E D G E AUG 24, 2011 DRAWN BY: F. COOK ELECTRICAL PLAN 113- 11 I Q 1 1 I® i \ 1 1 1 1 1 F- �Q 1 / 1 I Ie I 1 � / j •I Ii I I I e 1 1 1 Ile II 1 e II 1 1 1 \\ ) I 1e l ®1 FRESH AREA PLAN SCALE: 1/8" = 1' -0" ....................... • f sate lalot GFl GFl NOTE: (TYP.) SEE DETAIL 1 °i /. / I 5, ».,.... i� -31.. . D44 is D47 41 f- F: 0 , jr EM D45 ly A1T� y Ii .�, .�. \fit Lam. is P GFl TO BE WIRED IN SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET FOR FINAL CONNECTION LOCATION. REF ELECTRICAL CONTRACTOR TO MOUNT (1) HUMIDITY SENSOR 6' A.F.F. ON BUILDING COLUMN. CONNECT TO MT BOARD IN ANTI —SWEAT PANEL 1 PARTIAL FLOOR PLAN A SCALE: 1/8" = 1' -0" LIGHT TO BE MOUNTED TO HCR AIR CURTAIN ss� S ¢ _ D54 1'r TO BE WIRED IN 11 SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET _> F0k FINAL CONNECTION LOCATION. PARTIAL FLOOR PLAN B SCALE: 1/8" = 1-0" TO BE WIRED IN SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET FOR FINAL CONNECTION LOCATION. • iilic-P4901/4 30.7„ cRO TUKWILA nLA SEP 022011 PERMIT CENTER 006 TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com KYSt /WARINE11 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568 -1514 Fax (706)565 -1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND PASSION FOR EXCELLENCE CONTACT INFORMATION REGIONAL SALES MANAGER DAVE WALKER C - 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C - 706.536.9477 WALL /OVERSTOCK FREEZER, DELI COOLER & ISAND REMODEL © KYSOR/WARKEN: All rights reserved. No art of this document may e g p yb reproduced in any form or by any means without the expressed written consent of Kysor/Warren. 0 DATE DESCRIPTION 8.24.11 REMODEL EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS- BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES A N D E X I S T I N G C O N D I T I O N S • EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH T H I S K N O W L E D G E AUG 24, 2011 DRAWN BY: F. COOK ELECTRICAL PLAN I Q 1 1 I® i \ 1 1 1 1 1 11 11e 11 I1 I\ \ 1 / 1 I Ie I 1 � 1 1 ®1 I 1 ) 1-4) 1/e I I I e 1 1 FRESH AREA PLAN SCALE: 1/8" = 1' -0" ....................... • f sate lalot GFl GFl NOTE: (TYP.) SEE DETAIL 1 °i /. / I 5, ».,.... i� -31.. . D44 is D47 41 f- F: 0 , jr EM D45 ly A1T� y Ii .�, .�. \fit Lam. is P GFl TO BE WIRED IN SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET FOR FINAL CONNECTION LOCATION. REF ELECTRICAL CONTRACTOR TO MOUNT (1) HUMIDITY SENSOR 6' A.F.F. ON BUILDING COLUMN. CONNECT TO MT BOARD IN ANTI —SWEAT PANEL 1 PARTIAL FLOOR PLAN A SCALE: 1/8" = 1' -0" LIGHT TO BE MOUNTED TO HCR AIR CURTAIN ss� S ¢ _ D54 1'r TO BE WIRED IN 11 SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET _> F0k FINAL CONNECTION LOCATION. PARTIAL FLOOR PLAN B SCALE: 1/8" = 1-0" TO BE WIRED IN SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET FOR FINAL CONNECTION LOCATION. • iilic-P4901/4 30.7„ cRO TUKWILA nLA SEP 022011 PERMIT CENTER 006 TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com KYSt /WARINE11 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568 -1514 Fax (706)565 -1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND PASSION FOR EXCELLENCE CONTACT INFORMATION REGIONAL SALES MANAGER DAVE WALKER C - 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C - 706.536.9477 WALL /OVERSTOCK FREEZER, DELI COOLER & ISAND REMODEL © KYSOR/WARKEN: All rights reserved. No art of this document may e g p yb reproduced in any form or by any means without the expressed written consent of Kysor/Warren. 0 DATE DESCRIPTION 8.24.11 REMODEL EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS- BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES A N D E X I S T I N G C O N D I T I O N S • EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH T H I S K N O W L E D G E AUG 24, 2011 DRAWN BY: F. COOK ELECTRICAL PLAN I Q 1 1 I® i \ 1 / 1 I Ie I 1 � / l® I teI FRESH AREA PLAN SCALE: 1/8" = 1' -0" ....................... • f sate lalot GFl GFl NOTE: (TYP.) SEE DETAIL 1 °i /. / I 5, ».,.... i� -31.. . D44 is D47 41 f- F: 0 , jr EM D45 ly A1T� y Ii .�, .�. \fit Lam. is P GFl TO BE WIRED IN SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET FOR FINAL CONNECTION LOCATION. REF ELECTRICAL CONTRACTOR TO MOUNT (1) HUMIDITY SENSOR 6' A.F.F. ON BUILDING COLUMN. CONNECT TO MT BOARD IN ANTI —SWEAT PANEL 1 PARTIAL FLOOR PLAN A SCALE: 1/8" = 1' -0" LIGHT TO BE MOUNTED TO HCR AIR CURTAIN ss� S ¢ _ D54 1'r TO BE WIRED IN 11 SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET _> F0k FINAL CONNECTION LOCATION. PARTIAL FLOOR PLAN B SCALE: 1/8" = 1-0" TO BE WIRED IN SERIES, TIE TO DI POINT. SEE BOARD POINT SHEET FOR FINAL CONNECTION LOCATION. • iilic-P4901/4 30.7„ cRO TUKWILA nLA SEP 022011 PERMIT CENTER 006 TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com KYSt /WARINE11 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568 -1514 Fax (706)565 -1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND PASSION FOR EXCELLENCE CONTACT INFORMATION REGIONAL SALES MANAGER DAVE WALKER C - 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C - 706.536.9477 WALL /OVERSTOCK FREEZER, DELI COOLER & ISAND REMODEL © KYSOR/WARKEN: All rights reserved. No art of this document may e g p yb reproduced in any form or by any means without the expressed written consent of Kysor/Warren. 0 DATE DESCRIPTION 8.24.11 REMODEL EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS- BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES A N D E X I S T I N G C O N D I T I O N S • EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH T H I S K N O W L E D G E AUG 24, 2011 DRAWN BY: F. COOK ELECTRICAL PLAN MISCELLANEOUS ELECTRICAL C1 DESCRIPTION REV. E DATE: 8/19/2011 WAREHOUSE 006 CITY /STATE/PR/COUNTRY: SOUTHCENTER, WA SCOPE: NEW DELI SHOP -IN COOLER, OVERSTOCK FREEZER, WALL FREEZER, REPLACE DELI ISLANDS 120V/1 2.2 E VAPOR PROOF FLUORESCENT LIGHT FIXTURES,, PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR. M2 FREEZER DOOR HEATER REF REFRIGERATOR/WALK -IN COIL ELECTRIC DEFROST TEMPERATURE/DEFROST CONTROU MONITOR SUCTION BRANCH KITS LINE SIZING (EIGHTHS OF AN INCH) REF SYS NUM 1 REMARKS DT 120V/1 16.0 E REQUIRED CAPACITY M4 REF SYS NUM REFRIGERATOR/WALK -IN COIL CIRCUITS UNIT LETTER REF REFRIGERATORS 64 FIXTURES @ 0.65 AMPS EACH UNIT FANS /CONSTANT HEATERS (PER UNIT) LIGHTS (PER UNIT) DRAIN HEATERS PER (UNIT) SYS NUM DEFROST VOLTAGE 0 MAIN 3ph INDIVIDUAL DEFROST TEMP. PROBE CONTROL NUMBERS SUCTION PRESSURE CONTROL LIQ. SOL. FIELD OFF TIME KOOL GAS ESTIMATED RUN LENGTH LIQ. 7 SUCT. 17 RISER 13 SYS NUM SYSTEM DESCRIPTION MODEL &MANUFACTURER EXPANSION VALVES CASE LENGTH QUANTITY CASE TOTAL LENGTH DISCH AIR TEMP. B.TU.H. EVAP TEMP. GPM TOTAL MAX COIL PfD EACH COMPRESSOR MODEL SYSTEM CAPACITY LOAD RATIO DEFROST 3ph AMPS TOTAL MCA 86.4 MOPD 0 INSTALLED @ EVAP. TIME TIME 49YE SYSTEM PER FT. TOTAL LOAD VOLTAGE FAN/HTR 8' /2DR/3DR FAN /HTR 1274DR/5DR LIGHTS 872DR/3DR LIGHTS 1274DR/5DR LOAD QTY BRKR 2.7 / 10 E MCA / MOP PROVIDED BY PANEL MFG. INSTALLED BY REFRIGERATION CONTRACTOR M12 SHOP -IN AIR DOOR (PRODUCE, DAIRY, DELI) HCR AC -CS 208V/3 8.6 (N) MCA / MOP PROVIDED BY PANEL MFG. INSTALLED BY REFRIGERATION CONTRACTOR M13 CONVENIENCE OUTLET POS FRZ/CLR & /OR ISLAND END CAP 120V/1 16 EACH E DX DX HOT CASE REC. REF. LOSS ALARM E 1 E BY OTHERS, TYPICAL, VERIFY PER PROJECT M15 POS CLR. & FRZ BAKERY FRZ LIGHTS ERGONOMIC ELS HO -101A 120V/1 1 E 24" x 24" - 1.47 AMPS EACH, PROVIDED BY WALK -IN MANUFACTURER, INSTALLED BY REFRIG. ELEC. CONTRACTOR. M16 ANTI -SWEAT PANELS SWEATMISER SM16 &SM24 120V/1 16.0 E REF. ELE. CONTRACTOR TO PROVIDE POWER TO (2)ASP PANEL AND WIRE ALL GLASS DOOR NS CIRCUITS THROUGH CONTACTS. M17 DEFROST PANEL 120V/1 (E) E MCA/MOPD M18 2 ANTHONY 1500 SLIDERS 120V/1 1 2 SPARE SPARE E E M19 THERMO- SIMPLE DISPLAY UNIT INNOVATIONS 5V- DC5V -DC (E) E POWERED VIA CAT -5 CABLE RUN TO TRANSFORMER (WIRED IN SERIES) M20 THERMO - SIMPLE PROBE INNOVATIONS (E) DX DX M21 THERMOSIMPLE TRANSFORMER INNOVATIONS 2 (E) E TO BE MOUNTED ON TOP OF POS COOLER & FREEZERS, AND PRODUCE COOLER. M22 HEATED PRESSURE RELIEF PORT 2.8 2 3 KOOLGAS E PROVIDED BY PANEL MANUFACTURER M23 MT INPUT & ALARM PANEL (BELL & STROBE) MT INPUT W/ ALARM 120V/1 16.0 C7 ME-42 S.S. 69VP POS FREEZER FAN PANEL 07YC ME -19 ME -19 E E E 7 7 7 17 17 17 13 13 13 3 4 5 MEZZANINE FAN PANEL MEZZANINE FAN PANEL 3 1/4 POS FREEZER #1 19 x 64 x 18 E SM15 -556 KGE KRACK E SVE-4 Z E 1 REF. ELE. CONTRACTOR TO PROVIDE POWER TO ALL EQUIPMENT AS CALLED OUT BY THIS NOTE AS NECESSARY. -5 M27 47,200 -14 DX DX E FAN 3 460V/3 2.0 2.7 4 KOOLGAS N/A M30 CONDENSER/POWER - CONDENSER CONTROL INSTALLING CONTRACTOR TO PROVIDE ANY AND ALL MATERIALS FOR PROPER INSTALLATION & OPERATION (N) ALSO SEE REMOTE CONDENSER SECTION ON THIS LEGEND (A) A 16 GA. TWISTED PAIR NONE SHIELDED CABLE (NETWORK) (TO RACKS) E (C) A 22 GA. 2 CONDUCTORS CABLE FROM THE DROP LEG TEMPERATURE SENSOR TO INPUT U4 (AT CONDENSERS) 1 M31 -15 ANTHONY CUSTOM 32" 53,040 -25 DX DX 3DF -0900 34,457 MULLION LIGHTS OVERSTOCK FREEZER & DELI 4 460V/3 2.6 N 1 2DR FRAME @ 3.87 AMPS 6 I3DR FRAME @ 5.40 AMPS I 0 4DR FRAME @ 7.66 AMPS (460V/1) MULLION LIGHTS WALL FREEZER (NEW) ANTHONY CUSTOM 32" 120V/1 4 1/4 POS FREEZER #2 19 x 64 x 18 E LHG6 -550 LARKIN E (E) E 86.4 1 0 -15 DISCHARGE MUFFLER 53,040 -25 DX DX _ 4DP -1500 52,438 5 460V/3 2.6 2.7 (460V/1) 5 KOOLGAS 30 40 30 30 C7 ME -42 S.S. 07YC 7 17 13 6 17.63 8.55 5 6 1/4 POS FREEZER #2 19 x 64 x 18 SPARE E E LHG6 -550 LARKIN E (E) 10.11 5.18 6.14 6.14 10.79 10.79 10.79 6.83 DX DX 4DP -1500 52,438 1.64 6 3.70 • 3.70 R -22 R -22 R -22 R -22 6 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 - R507 R-507 R-507 42VS E 5 13 11 S1A AL 7 R -22 S1A AL 7 REMOTE PARALLEL COMPRESSOR +22 +22 +22 +22 -23 +22 +22 3DA -0600 23,234 +19 +19 -18 -18 -18 +22 +22 +22 +22 -28 -28 -28 TOTAL 153,280 -28 -28 -28 110 162,567 94.3% 110 110 110 110 110 110 110 110 110 -28 LOW TEMP. SUCTION GROUP 1/2 MEAT COOLER 34 x 40 x 10 E MK26 -206 KGE KRACK E CONDENSING TEMPERATURE 105 110 +28 110 33,500 +21 DX DX 180,230 211,551 102,623 7 120V/1 6.4 76,623 7.0 7 8 KOOLGAS OFFTIME OFFTIME 73,673 73673 129,431 129,431 129,431 81,955 . 19,690 44,439 20 SPORT 9 -9 SPORT 7 -7 12 20 15,, 12 15 69VP 69VP 69VP 69VP 32VS 36VS 34VS 32VS 12VV /61VJ 29,201 E E E E E E E E 5 4 4 5 5 5 5 9 7 9 17 11 9 13 9 7 9 13 11 7 11 8 9 10 11 12 13 14 AH 15 12,990 12,990 8 M/D DELI E N6DHPM TYLER E 17,690 21,410 8 I 12 1 I 1 20 +28 1100 22000 +25 DX DX 10,410 10,410 7,860 8 120V/1 1.6 2.4 0.95 1.4 93,796 9 202,303 9 BAKERY COOLER 20 x 20 x 10 E GL36 -135A KRACK E 121,919 121919 173,769 2 173,769 +34 35,028 24,000 +24 DX DX 51,515 79,962 79,962 9 120V/1 4.8 977,650 10 10 BAKERY COOLER 20 x 20 x 10 E HC6A -166AB HUSSMANN E 1,075,889 REJECTION MBH (TOTAL) +34 24,000 +24 DX DX 679,221 10 120V/1 6.3 1.53 11 11 1/2 POS COOLER 19 x 64 x 18 E SM26 -746A KRACK E - SVE-4 C E 1.20% 1.20% SUBCOOLING CREDIT % +34 1.18% 77,500 +24 DX DX 30.0 26.0. 26.0 11 460V/3 4.0 24.0 1.53 40.6 40.6 12 21.2 12 MEAT PREP -1;791 SQ FT E LFA -190 LARKIN E SBFVES C E 24.0 3 18.0 +50 26.0 70,000 +35 DX DX 3DA3 -0750 76,623 246.3 12 120V/1 6.4 149.0 13 13 M/D DELI E D5E HUSSMANN E UNIT RLA 8 I 12 1 I 1 20 +31 1355 27,100 +24 DX DX 3DS -1500 121,282 13 120V/1' 1.4 2.1 3.6 5.4 14 14 SUBCOOLER RACK A E 155.5 +50LIQ 2 50 (E) 24,798 +35 DX DX 3DS -1500 121,282 14 200 (E) AH UNIT MOPD TOTAL 302,898 +19 319,187 94.9% 25 +19 MED. TEMP. SUCTION GROUP 120V CONTROL CIRCUIT MCA / MOPD 7.0 15 KOOLGAS 20 69VP 42VS RACK 15 BAKERY FREEZER -527 SQ FTx 10 E MK24 -210 KGE KRACK E MOUNTED 2 -5 41,500 -15 DX DX 15 120V/1 6.4 2.8 16 KOOLGAS 69VP 07YC E 7 17 13 16 16 1/4 POS FREEZER #1 19 x 64 x 18 E SM15 -556 KGE KRACK E SVE-4 Z E 1 -5 47,200 -14 DX DX 4DP -1500 73,345 16 460V/3 2.0 2.8 17 KOOLGAS 69VP 69VP 07YC 07YC E E 7 7 17 17 13 13 17 19 BL 17 1/4 POS FREEZER #1 19 x 64 x 18 E SM15 -556 KGE KRACK E SVE-4 Z E 1 -5 47,200 -14 DX DX 4DS -2200 86,934 17 460V/3 2.0 12.2 19 KOOLGAS SVE-4 Z E 1 -5 47,200 -14 DX DX 4DS -2200 .86,934 19 120V/1 9.6 BL 19 1/4 POS FREEZER #1 19x 64 x 18 E SM15 -556 KGE KRACK E TOTAL 183,100 -18 247,214 74.1% 7 17 13 18 LOW TEMP. SUCTION GROUP 18 OFFTIME SPORT 17 -17 E E 5 11 11 20 -18 3 +40 94,000 +30 DX DX 18 120V/1 9.6 18 1/2 PRODUCE COOLER 36 x 44 x 20 E EFA -0 40 TYLER E SBFVE -C C E +28 24,000 +22 DX DX 20 120V/1 4.8 20 SPORT9 69VP E 5 9 9 21 20 BAKERY CAKE CASE E NDFLHP TYLER E 8 12 2 I 2 40 +29 425 17,000 +24 DX DX 21 120V/1 1.08 1.56 21 OFFTIME -9 E 7 17 13 22 21 S/D DELI E NHMGHP TYLER E I DX DX 22 22 20 ME -25 S.S. E 5 9 9 22A 22 22A COMBO REFRIGERATION LINE 1/6 DAIRY COOLER 24 x 37 x 20 E E GH56 -340A KRACK E SBFVE -C C E 1 +36 34,000 +25 DX DX 22A 120V/1 9:6 22A 22B OFFTIME OFFTIME OFFTIME SPORT 11 -11 20 12 15 69VP ME -25 S.S. ME -25 S.S. 36VS 10VV /61VJ 12VV /61VJ EPR E E E E E E 5 5 5 5 9 9 11 17 9 9 11 13 22B 22C 23 24 25 26 S1BH 22B 1/6 DAIRY COOLER 24 x 37 x 20 E GH56 -340A KRACK E SBFVE -C C E 1 +36 34,000 +25 DX DX 22B 120V/1 9.6 22C 22C 1/6 DAIRY COOLER 24 x 37 x 20 E GH56 -270A KRACK E SBFVES C E 1 +36 30,500 +25 DX DX 22C 120V/1 9.6 7.0 23 KOOLGAS 23 1/2 MEAT COOLER 34 x 40 x 10 E MK26 -206 KGE KRACK E +28 33,500 +20 DX DX 23 120V/1 6.4 24 24 1/2 POS COOLER 19 x 64 x 18 E SM26 -746A KRACK E SVE-4 C E +34 77,500 +55 DX DX 3DT -1500 129,431 24 460V/3 4.0 - 25 25 MECHANICAL HOUSE 19 x 25 x 10 E SK28 -104A KRACK E +75 25,000 +35 DX DX 3DS -1500 129,431 25 120V/1 3.2 26 +50LIQ 37,711 +35 DX DX 3DS -1500 129,431 26 S1BH 26 SUBCOOLER RACK B SATELLITE COMPRESSOR E 3DA -0750 81,955 ME -19 5 BH 29 TOTAL 407,211 +22 470,248 86.6% BH +22 MED. TEMP. SUCTION GROUP 8 12 4 2 56 -10 425 23,800 -25 DX DX 3DA -0600 . 23,628 29 120V/1 4.98 7.52 29 KOOLGAS C8 ME -34 S.S. ME E 7 17 13 30 29 30 DUAL -TEMP ISLAND (FUTURE) 1/4 POS FREEZER #2 19 x 64 x 18 E E NFNG LHG6 -550 TYLER LARKIN E E (E) E I I 1 -15 53,040 -25 DX DX 4DP -1500 53,327 30 460V/3 2.6 2.7 (460V/1) 2.7 30 31 KOOLGAS KOOLGAS C7 C7 ME -34 S.S. ME -34 S.S. -19 ME -19 E E 7 5 17 9 13 9 31 C1 32 31 1/4 POS FREEZER #2 19 x 64 x 18 E LHG6 -550 LARKIN E (E) E 1 -15 53,040 -25 DX DX 4DS -2200 65,436 31 460V/3 2.6 (460V/1) C1 TOTAL 129,880 -28 142,391 91.2% -28 LOW TEMP. SUCTION GROUP E SBFVE C E 2 +50 49,265 +35 DX DX 32 120V/1 2.8 32 OFFTIME SPORT 9 -9 E 5 9 9 33 32 33 DELI PREP - 320 SQ FT ROTISSERIE PREP E E LFA -190 LFA -087 LARKIN LARKIN E -C SBFVE -A C E 2 +50 16,975 +35 DX DX 33 120V/1 2.8 33 34 OFFTIME OFFTIME SPORT 9 -9 SPORT 9 -9 E 5 9 9 34 34 S/D MEAT E NHMGHP TYLER E 8 I 12 1 I 5 68 +27 425 28,900 +24 DX DX 34 120V/1 1.08 1.56 35 SPORT 17 -17 ME S.S. E E 7 5 17 9 13 9 35 35A DX DX 35 35 COMBO REFRIGERATION LINE E SBFVE C E 1 +36 34,000 +25 DX DX 35A 120V/1 9.6 35A OFFTIME -25 ME S.S. E 5 9 9 35B 35A 35B 1/6 DAIRY COOLER 24 x 37 x 20 1/6 DAIRY COOLER 24 x 37 x 20 E E GH56 -340A GH56 -040A KRACK KRACK E E -C SBFVE -C C E 1 ' +36 34,000 +25 DX DX 35B 120V/1 9.6 35B 35C OFFTIME OFFTIME 6 (N) SPORT 13 -13 SPORT 11 -11(N) (N) -25 ME -25 S.S. (N) E E E E 5 7 5 (E) 5 (E) 9 13 13 (E) 13 (E) 9 13 11 (E) 11 (E) 35C 36 37 38 N16, N20, N21, N32, N34, N40, N42, N52 N16, N20, N21, N32, N34, N40, N42, N52 35C 1/6 DAIRY COOLER 24 x 37 x 20 E GH56 -270A KRACK E SBFVE -C C E 1 +36 30,500 +25 DX DX 35C 120V/1 9.6 36 37 OFFTIME OFFTIME 36 1/2 PRODUCE COOLER 36 x 44 x 20 E EFA -340 TYLER E SBFVE -C C E 3 +40 94,000 +30 DX DX 36 120V/1 9.6 8 12 4 2 56 +33 1166 65,296 +28 DX DX 37 120V/1 0.2 0.4 0.5 0.81 37 38 DELI ISLAND DELI ISLAND EM EM DX6LN DX6LN K/W K/W N N 8 12 4 2 56 +33 1166 65,296 +28 DX DX 38 120V/1 0.2 0.4 0.5 0.81 38 39 OFFTIME OFFTIME 6 (N) 6 (N) SPORT 11 -11(N) SPORT 11 -11(N) (N) (N) (N). (N) E E 5 (E) 5 13 (N) 9 11 (N) 9 39 40 N16, N20, N21, N32, N34, N40, N42, N52 8 12 4 2 56 +33 1166 65,296 +28 DX DX 39. 120V/1 0.2 0.4 0.5 0.81 39 DELI ISLAND EM DX6LN K/W N 8 12 4 2 56 +28 425 23,800 +25 DX DX 40 120V/1 1.08- 40 OFFTIME SPORT 9 -9 E 5 13 11 41 40 41 MEAT ISLAND DELI COOLER 16 x 36 x 20 E E NHMGHP ITG24 -325 TYLER RUSSELL E E SBFVE -C C E +34 56,000 +24 DX DX 4DK -2500 180,230 41 120V/1 14.2 41 OFFTIME SPORT 13 -13 2 42 42 42 MECHANICAL HOUSE 19 x 25 x 10 E SK38 -164A KRACK E +75 25,000 +35 DX DX 4DH -2500 180,230 42 120V/1 3.2 43 5 5 7 17 7 13 43 SIC C2 44 N22, N32, N33, N34, N35, N40, N42, N50, N52 43 SUBCOOLER RACK C E +50LIQ 23,732 +35 DX DX 4DJ -3000 211,551 43 SIC REMOTE PARALLEL COMPRESSOR 4C1761PL (N) 102,623 C2 +22 MED. TEMP. SUCTION GROUP TOTAL 612,060 +22 674,634 90.7% M3 44 KOOLGAS 1 (N) C4,C7,P3 CDST -9 (N) CDST -9 (N) CDST -9 (N) CDST -9 (N) X X X X 200 200 200 200 (N) 5 (N) 5 (N) 5 (N) (N) 17 (N) 17 (N) 17 (N) (N) 13 (N) 13 (N) 13 (N) 45 46 47 N22, N32, N33, N34, N35, N40, N42, N50, N52 N22, N32, N33, N34, N35, N40, N42, N50, N52 N22, N32, N33, N34, N35, N40, N42, N50, N52 44 1/4 OVERSTOCK FREEZER 45 x 28 x 18 N BMG520 BOHN N SPE -3 Z N 1 -10 42,622 -20 DX DX 44 120V/1 11.2 42,622 20 DX DX 45 120V/1 11.2 M3 45 KOOLGAS 1 (N) 45 1/4 OVERSTOCK FREEZER 45 x 28 x 18 N BMG520 BORN N SPE -3 Z N 1 10 42,622 -20 DX DX - 46 120V/1 11.2 M3 46 KOOLGAS __ 1 (N) 1 (N) 46 1/4 OVERSTOCK FREEZER 45 x 28 x 18 N BMG520 BOHN N SPE -3 Z N 1 -10 47 120V/1 11.2 M3 47 KOOLGAS •48 47 49 1/4 OVERSTOCK FREEZER 45 x 28 x 18 FREEZER 147 5 10 N N BMG520 WKG270 BOHN BOHN N N SPE -3 Z EGPE -1 -1/2 Z N N 1 2 -10 -10 42,622 45,080 -20 -20 DX DX DX DX 06ER450 (N) 84,632 20.0% 48 120V/1 3.6 M3 48 KOOLGAS _ ■■ ■■� 1 (N) 1 (N) C4,C10 ' CDST -9 (N) X 160 5 (N) 17 (N) 13 (N) 48 N22, N32, N33, N34, N35, N40, N42, N50, N52 CDST -9 (N) X 160 5 (N) 17 (N) 13 (N) 49 N22, N32, N33, N34, N35, N40, N42, N50, N52 1/5 WALL x x 1/5 WALL FREEZER 147 x 5 x 10 N WKG270 BOHN N EGPE -1 -1/2 Z N 2 -10 45,080 -20 DX DX 06ER450 (N) 84,632 20.0% 49 120V/1 3.6 M3 49 KOOLGAS 1 CDST -9 (N) X 160 5 (N) 17 (N) 13 (N) 50 N22, N32, N33, N34, N35, N40, N42, N50, N52 N 2 -10 45,080 -20 DX DX 06ER450 (N) 84,632 20.0% 50 120V/1 3.6 - M3 50 KOOLGAS ____ (N) 1 (N) CDST -9 (N) X 160 5 (N) 17 (N) 13 (N) 51 N22, N32, N33, N34, N35, N40, N42, N50, N52 50 1/5 WALL FREEZER 147 x 5 x 10 N WKG270 BOHN N EGPE -1 -1/2 Z 51 1/5 WALL FREEZER 147 x 5 x 10 N WKG270 BOHN N EGPE -1 -1/2 Z N 2 -10 45,080 -20 DX DX 06ER450 (N) 84,632 20.0% 51 120V/1 3.6 M3 51 KOOLGAS CDST -9 (N) X X 160 5 (N) 5 (N) 17 (N) 11 (N) 13 (N) 52 53 DL N22, N32, N33, N34, N35, N40, N42, N50, N52 SPARE 45,080 -20 DX DX 06ER450 (N) 84,632 20.0% 52 53 120V/1 3.6 M3 52 53 KOOLGAS KOOLGAS 1 (N) 52 1/5 WALL FREEZER 147 x 5 x 10 N WKG270 BOHN N EGPE -1 -1/2 Z N 2 -10 53 SPARE N TOTAL 395,888 -23 423,160 93.6% X 240 7 (N) 17 (N) 13 (N) 54 N22, N32, N33, N34, N35, N40, N42, N50, N52 DL 54 -23 LOW TEMP. SUCTION GROUP 1/2 DELI SHOP -IN COOLER 54 x 28 x 18 N BMG520 BOHN N SPE -3 C N 2 +34 115,698 +24 DX DX 54 120V/1 11.2 M3 54 ' KOOLGAS 2 (N) C4,C7,P2 CDST -17 (N) CDST -17 (N) CDST -9 (N) X 240 RACK 7 (N) 5 (N) 5 (N) 17 (N) 13 (N) 13 (N) 13 (N) 55 56 57 N22, N32, N33, N34, N35, N40, N42, N50, N52 SUBCOOLER TO RACK D1 & D2 SPARE 115,698 126,595 +24 +35 DX DX DX DX 06DR541 (N) 150,443 33.3% 55 56 120V/1 11.2 M3 55 56 KOOLGAS 2 (N) 2 (N) 55 1/2 DELI SHOP -IN COOLER 54 x 28 x 18 N BMG520 BOHN N SPE -3 C N N 2 +34 +50LIQ 56 SUBCOOLER RACK D1 & D2 N AC70 -118MY R49 N SEI -30 N DX DX 06DR541 (N) 150,443 33.3% 57 57 KOOLGAS 1 -3/8 BV 240 5 (N) 11 (N) 9 (N) 58 N22, N32, N33, N34, N35, N40, N42, N50, N52 57 SPARE N N C N 1 +50 50;000 +36 DX DX 06DR541 (N) 150,443 33.3% 58 58 1 (N) CDST -9 (N) 58 DELI SHOP -IN DOOR N CUSTOM 1 RUSSELL N SPE -3 DM RACK (0) 232" x 38" x 78 "H. EST.WT: 8000 LBS DM +22 451,329 90.4% +22 MED. TEMP. SUCTION GROUP TOTAL 407,991 MISCELLANEOUS ELECTRICAL C1 DESCRIPTION MODEL VOLTAGE AMPS WATTS DESCRIPTION M1 FLUORESCENT LIGHTS S 120V/1 2.2 E VAPOR PROOF FLUORESCENT LIGHT FIXTURES,, PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR. M2 FREEZER DOOR HEATER DS 120V/1 10.0 E RUN TO SYSTEM CONTROL PANEL. M3 HEAT TAPE DT 120V/1 16.0 E PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR M4 MULLION LIGHTS POS COOLER ANTHONY CUSTOM 32" 120V/1 41.6 E 64 FIXTURES @ 0.65 AMPS EACH M5 DR FRAME HEATERS POS COOLER ANTHONY CUSTOM 32" 120V/1 14.2 E 0 2DR FRAME @ 0.59 AMPS 16 3DR FRAME © 0.89 AMPS I 0 4DR FRAME @ 1.18 AMPS M6 MULLION LIGHTS POS FREEZER #1 ANTHONY CUSTOM 32" 120V/1 41.6 E 64 FIXTURES @ 0.65 AMPS EACH M7 DR FRAME HEATERS POS FREEZER #1 ANTHONY CUSTOM 32" 120V/1 86.4 E 0 2DR FRAME @ 3.87 AMPS 16 3DR FRAME @ 5.40 AMPS 0 4DR FRAME @ 7.66 AMPS M8 MULLION LIGHTS POS FREEZER #2 ANTHONY CUSTOM 32" 120V/1 41.6 E 64 FIXTURES @ 0.65 AMPS EACH M9 DR FRAME HEATERS POS FREEZER #2 ANTHONY CUSTOM 32" 120V/1 86.4 E 0 2DR FRAME @ 3.87 AMPS I 16 I3DR FRAME @ 5.40 AMPS I 0 I4DR FRAME @ 7.66 AMPS M10 DUAL TEMP /MEAT ISLAND LIGHTS HOLOPHANE 120V/1 10.5 E 14 FIXTURES @ 0.75 AMPS EACH, PER ISLAND 4' FIXTURE (STANDARD COSTCO SPEC) SUPPLIED & INSTALLED BY GC. M11 COLD ZONE AIR CURTAIN (POS FREEZER) POWERED AIRE ETD -2-84 460/3 2.7 / 10 E MCA / MOP PROVIDED BY PANEL MFG. INSTALLED BY REFRIGERATION CONTRACTOR M12 SHOP -IN AIR DOOR (PRODUCE, DAIRY, DELI) HCR AC -CS 208V/3 8.6 (N) MCA / MOP PROVIDED BY PANEL MFG. INSTALLED BY REFRIGERATION CONTRACTOR M13 CONVENIENCE OUTLET POS FRZ/CLR & /OR ISLAND END CAP 120V/1 16 EACH E PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR M14 HOT CASE REC. REF. LOSS ALARM E (E) E BY OTHERS, TYPICAL, VERIFY PER PROJECT M15 POS CLR. & FRZ BAKERY FRZ LIGHTS ERGONOMIC ELS HO -101A 120V/1 1.5 EACH E 24" x 24" - 1.47 AMPS EACH, PROVIDED BY WALK -IN MANUFACTURER, INSTALLED BY REFRIG. ELEC. CONTRACTOR. M16 ANTI -SWEAT PANELS SWEATMISER SM16 &SM24 120V/1 16.0 E REF. ELE. CONTRACTOR TO PROVIDE POWER TO (2)ASP PANEL AND WIRE ALL GLASS DOOR NS CIRCUITS THROUGH CONTACTS. M17 DEFROST PANEL 120V/1 (E) E MCA/MOPD M18 HEATED SLIDING WINDOWS ANTHONY 1500 SLIDERS 120V/1 27.3 E (7) SECTION @ 3.9 AMPS EACH M19 THERMO- SIMPLE DISPLAY UNIT INNOVATIONS 5V- DC5V -DC (E) E POWERED VIA CAT -5 CABLE RUN TO TRANSFORMER (WIRED IN SERIES) M20 THERMO - SIMPLE PROBE INNOVATIONS (E) E TO BE MOUNTED 8'AFF M21 THERMOSIMPLE TRANSFORMER INNOVATIONS 120V/1 (E) E TO BE MOUNTED ON TOP OF POS COOLER & FREEZERS, AND PRODUCE COOLER. M22 HEATED PRESSURE RELIEF PORT KASON 120V/1 (E) E PROVIDED BY PANEL MANUFACTURER M23 MT INPUT & ALARM PANEL (BELL & STROBE) MT INPUT W/ ALARM 120V/1 16.0 E REFRIGERATION ELECTRICAL CONTRACTOR TO PROVIDE POWER TO MT INPUT ALARM PANEL, INCL. KVM TERMINAL OUTLET. M24 POS FREEZER FAN PANEL POS FREEZER FAN PANEL N/A REF. ELE. CONTRACTOR TO PROVIDE POWER TO POS FREEZER FAN PANEL. ALSO RUN WIRING TO COILS & SOL. AS NECESSARY. M25 MEZZANINE FAN PANEL MEZZANINE FAN PANEL YES N/A NO REF. ELE. CONTRACTOR TO PROVIDE POWER TO FAN PANEL. ALSO RUN WIRING TO COILS & SOL. AS NECESSARY. M26 EQUIPMENT POWER EQUIPMENT POWER SEE NOTE REF. ELE. CONTRACTOR TO PROVIDE POWER TO ALL EQUIPMENT AS CALLED OUT BY THIS NOTE AS NECESSARY. SEE LEGEND AND /OR EQUIPMENT FOR VOLTAGE & AMPERE. M27 MACHINE ROOM EXHAUST VENT -ARIA 120V/1 1.2 E FAN M29 PUMP STATION N/A M30 CONDENSER/POWER - CONDENSER CONTROL INSTALLING CONTRACTOR TO PROVIDE ANY AND ALL MATERIALS FOR PROPER INSTALLATION & OPERATION (N) ALSO SEE REMOTE CONDENSER SECTION ON THIS LEGEND (A) A 16 GA. TWISTED PAIR NONE SHIELDED CABLE (NETWORK) (TO RACKS) (B) A 22 GA. 3 CONDUCTORS CABLE FROM THE DROP LEG PRESS. TRANSDUCER TO INPUT U3 (AT CONDENSERS) (C) A 22 GA. 2 CONDUCTORS CABLE FROM THE DROP LEG TEMPERATURE SENSOR TO INPUT U4 (AT CONDENSERS) (D) A 10K OHM @77DF TYPE 2 SENSORS. SHOULD BE UNDER THE FIRST FAN ON THE HEADER SIDE ON INPUT U5 (OUTSIDE AIR) M31 MULLION LIGHTS OVERSTOCK FREEZER & DELI ANTHONY CUSTOM 32" 120V/1 17.6 N 27 FIXTURES @ 0.65 AMPS EACH M32 MULLION LIGHTS OVERSTOCK FREEZER & DELI ANTHONY CUSTOM 32" 120V/1 36.3 N 1 2DR FRAME @ 3.87 AMPS 6 I3DR FRAME @ 5.40 AMPS I 0 4DR FRAME @ 7.66 AMPS M33 MULLION LIGHTS WALL FREEZER (NEW) ANTHONY CUSTOM 32" 120V/1 41.6 N 64 FIXTURES @ 0.65 AMPS EACH M34 . MULLION LIGHTS WALL FREEZER (NEW) ANTHONY CUSTOM 32" 120V/1 86.4 N 0 2DR FRAME @ 3.87 AMPS I 16 I3DR FRAME @ 5.40 AMPS I 0 I4DR FRAME @ 7.66 AMPS DISCHARGE MUFFLER MISCELLANEOUS ELECTRICAL C1 REFRIGERATION THERMOSTAT TS 120V/1 REFURBISHED WIRE TO CONTROLLER INPUT PANEL, SEE DETAIL SHEET FOR LOCATION OF PANELS. RUN TO CONDENSING UNIT CONTROL PANEL. C2 TEMPERATURE SENSOR & SOLENOID S 120V/1 RACK SPRINGS WIRE TO CONTROLLER INPUT PANEL, SEE DETAIL SHEET FOR LOCATION OF PANELS. RUN 4 SENSOR WIRES TO RACK SYSTEM CONTROL PANEL (2) FOR SOLENOID (2) FOR COMPRESSOR CONTRACTOR. C3 DEFROST SOLENOID DS 120V/1 E WIRE TO CONTROLLER INPUT PANEL, SEE DETAIL SHEET FOR LOCATION OF PANELS. RUN TO SYSTEM CONTROL PANEL. C4 DEFROST TERMINATION SENSOR DT E E WIRE TO CONTROLLER INPUT PANEL, SEE DETAIL SHEET FOR LOCATION OF PANELS. FAN DELAY WITH SEPARATE DEFROST TERMINATION KLIXON DEFROST TERMINATION KLIXONS /SENSORS WIRING TO BE RAN IN SERIES WHERE INDICATED ON DRAWING. RUN BACK TO Mt C5 DOOR SWITCH SOLENOID SENTROL #115- 17Y -06K 24V E (N) WIRE IN SERIES WITH FAN POWER CIRCUIT. MAGNETIC DOOR SWITCH TO BE FIELD SUPPLIED. C6 EMERGENCY REFRIGERANT STOP E 120V/1 (N) N23 WIRE TO MT INPUT BOARD. C7 FAN STOP /LIQUID LINE SOLENOID E 120V/1 N30 RECEIVER CAP. @ 80% FULL POWER FOR SOLENOID FROM COIL. WIRE THROUGH AUXILIARY CONTACTS ON KILL SWITCH CONNECTED IN FIELD. C8 DUAL TEMP & DEF. TERM. SOL. CONTROL (N) 120V/1 DROP LEG TEMP E (2) #14 FROM RACK TO EACH DUAL TEMP FIXT. FOR T /S2, (2) #14 PER ILS. FOR DEF. TERM SOL. PWR IN SERIES W/ CASE KLIXONS. C9 TEMPERATURE SENSOR & LIQ. SOLENOID N40 LEAK DETECTION SYSTEM E E WIRE TEMP. PROBE TO THE MT VO BOARD FOR TEMP CONTROL WITH OUTPUT TO CLOSE LL SOLENOID VALUE. C10 DUAL TEMP KEY SWITCH LEAK DETECTION PROBES E E E RACK MOUNTED & WIRED DPDT KEY SWITCH MT TO SWITCH TEMP. ALARM SET POINTS FOR MED & LOW TEMP. BASED ON DT. N53 SINGLE PHASE PROTECT. E TEMPERATURE S SENSORS REFRIGERATOR TEMPERATURE SENSOR B C D REFURBISHED WIRE TO CONTROLLER INPUT PANEL, SEE DETAIL SHEET FOR LOCATION OF PANELS. P1 PROOF INPUT -AIR CURTAIN POS FREEZER (N) FUTURE RACK SPRINGS WIRE TO CONTROLLER INPUT PANEL, SEE DETAIL SHEET FOR LOCATION OF PANELS. P2 PROOF INPUT - AIR DOOR SHOP-INS (DP) 1 3/8" COMPRESSOR E WIRE TO CONTROLLER INPUT PANEL, SEE DETAIL SHEET FOR LOCATION OF PANELS. P3 PROOF INPUT SLIDER OR SWING CLOSED MS SUCTION TRANSDUCER E E WIRE TO CONTROLLER INPUT PANEL, SEE DETAIL SHEET FOR LOCATION OF PANELS. (N) BH DISCHARGE TRANSDUCER E E E (N) C1 DROP LEG TRANSDUCER E E E (N) N23 VERT. RECEIVER SIZE E E ND ACCESSORIES - - - -- ------ - - - - -- UNIT LETTER A B C D REFURBISHED RACK ASSEMBLY E E E (N) FUTURE RACK SPRINGS E E E YES 1 3/8" COMPRESSOR E E E CARLYLE 21 SUCTION TRANSDUCER E E E (N) BH DISCHARGE TRANSDUCER E E E (N) C1 DROP LEG TRANSDUCER E E E (N) N23 VERT. RECEIVER SIZE E E E 18 x 67 N30 RECEIVER CAP. @ 80% FULL E E E (N) N33 TROLS / ELECTRICAL MAIN CONTROLLER EPC EPC RMCC MT (N) REFURBISHED OUTPUT BOARD E E E (N) FUTURE MT MONITORING PACKAGE E E E (N) 1 3/8" TRANSFORMER E E E (N) 21 SUCTION TRANSDUCER E E E (N) BH DISCHARGE TRANSDUCER E E E (N) C1 DROP LEG TRANSDUCER E E E (N) N23 SUCTION TEMP. E E E (N) N30 DISCHARGE TEMP E E E (N) N33 DROP LEG TEMP E E E (N) N40 LEAK DETECTION SYSTEM E E E (N) N50 LEAK DETECTION PROBES E E E (N) N53 SINGLE PHASE PROTECT. E E E (N) 1 DUAL PRESSURE CONTROL N/A N/A N/A N/A 1 LOW PRESSURE CONTROL E E E (N) 1 HIGH PRESSURE CONTROL E E E (N) 1 OIL FAILURE CONTROL E E E (N) 4DP1500 BASIC ALARM E E E (N) 3DA -0750 REC. REF. LOSS ALARM E E E (N) 4DJ -3000 HIGH SUCTION ALARM E E E (N) LIQUID LINE (2) 1 -5/8 (2) 1 -5/B 2 -1/8 (2) 2 -1/8 (N) 3DA3 -0750 VOLTAGE 3DS -1500 RETORFIT RETORFIT MCA /MOP 42.9/50 CONDENSER CONTROLS COMPRESSOR ASSEMBLY ALARM BELL E CARLYLE CARLYLE SATELLITES /BOOSTER REMOTE N RACK MOUNTED SATELLITE DISCH CHECK VALVE SAT OIL MODIFIER ONE /TWO -TIER RACK EQUIPMENT LEGEND N NEW E EXISTING R REFURBISHED E/M EXISTING MODIFIED E/R EXISTING RELOCATED F FUTURE 9 1/8" x 9 = 1 1/8" 11 1/8" x 11 = 1 3/8" 13 1/8" x 13 = 1 5/8' 17 LINE SIZE LEGEND 3 1/8" x 3 = 3/8" 4 1/8" x 4 = 1/2" 5 1/8" x 5 = 5/8" 7 1/8" x 7 = 7/8" 9 1/8" x 9 = 1 1/8" 11 1/8" x 11 = 1 3/8" 13 1/8" x 13 = 1 5/8' 17 1/8 "x17 =21/8" 21 1/8 "x21 =25/8" BL BL INSTALLING R/C TO INSTALL NEW OIL SYSTEM ON RACK, OIL SEPARATOR AND RESERVOIR SUPPLIED BY K/W. ALL OTHER MATERIAL SUPPLIED BY R/C. 10 BH HOT WATER TANK/TEMP CONTROL CESSORIES UNIT LETTER A B C D 7/8/2008 MISC RACK PARTS NEW POS FREEZER RAISED TO 21'6" INT. H. . B OM BOHN (N) NEW FLOWER BOX OIL SEPARATOR (HELICAL) HLCV- V8410M HLCV- V8412M HLCV -Z412M S -5023 (N) AL OIL RESERVOIR REVISE DELI PREP COILS AH AH OR6 -3A (N) NEW SHOP -IN COOLER, OVERSTOCK FREEZER, WALL FREEZER, REPLACE DELI ISLANDS HEAT RECLAIM LOCKOUT BL BL INSTALLING R/C TO INSTALL NEW OIL SYSTEM ON RACK, OIL SEPARATOR AND RESERVOIR SUPPLIED BY K/W. ALL OTHER MATERIAL SUPPLIED BY R/C. 10 BH HOT WATER TANK/TEMP CONTROL S1BH 1 C1 C1 C1 SPLIT CONDENSER 65,700 65,700 98,700 103,479 N23 COND BALL VALVES TO /FROM 1 1 1 (N) N30 HEAT RECLAIM BALL VALVE 65,700 65,700 98,700 (N) N33 LIQUID DRIER ASSEMBLY 679,221 977,650 1,411,483 (N) N40 MAIN LIQUID LINE SOLENOID 10.34 14.88 14.30 (N) N50 WINTER CONTROUPRESSURE REG. 747,143 1,075,415 1,552,631 (N) N53 SUBCOOLING ASSEMBLY 11.37 16.37 15.73 (N) 1 SPLIT SUCTION MODIFICATION 1 2 (N) 1 SUCTION /LIQUID MAN IF INSULATION 166" 166" 328" (N) 1 SUCTION ACCUMULATOR 96" 96" 96" (N) 1 SUCTION FILTERS 55" 55" 550 (N) 4DP1500 WEIGHT 2800 LBS 2880 LBS 5800 LBS 4230 LBS 3DA -0750 WARM FLUID H/E AND CONTROL 4DP -1500 4DS -2200 4DK -2500 4DH -2500 4DJ -3000 REMOTE DEFROST PANELS 460V /DEFROST PANEL MAIN BREAKER SUB - BREAKER CONTACTORS FAN BREAKER/CONTACTORS NSERS UNIT LETTER RACK A RACK 9 RACK C RACK D 7/8/2008 MFG. NEW POS FREEZER RAISED TO 21'6" INT. H. . B OM BOHN (N) NEW FLOWER BOX MODEL HLCV- V8410M HLCV- V8412M HLCV -Z412M BNH- D12 -A106 AL FANS REVISE DELI PREP COILS AH AH 12 NEW SHOP -IN COOLER, OVERSTOCK FREEZER, WALL FREEZER, REPLACE DELI ISLANDS FPI BL BL INSTALLING R/C TO INSTALL NEW OIL SYSTEM ON RACK, OIL SEPARATOR AND RESERVOIR SUPPLIED BY K/W. ALL OTHER MATERIAL SUPPLIED BY R/C. 10 BH CIR. AVAIL. / USED CIR. (00000 PER CIR) S1BH 1 C1 C1 C1 COND. CAPACITY ©1 DEGREE TD 65,700 65,700 98,700 103,479 N23 ALTITUDE CORRECTION FACTOR 1 1 1 1 N30 ADJUSTED COND. CAPACITY 65,700 65,700 98,700 103,479 N33 REJECTION MBH OF RACK @ DESIGN 679,221 977,650 1,411,483 1,075,889 N40 TEMPERATURE DIFFERENCE ATD 10.34 14.88 14.30 10.40 N50 REJ. MBH OF RACK @ 10% SAFETY 747,143 1,075,415 1,552,631 1,183,478 N53 ATD W /10% SAFETY 11.37 16.37 15.73 11.44 1 5 1 2 1 LENGTH 166" 166" 328" 324" 1 WIDTH 96" 96" 96" 88" 1 HEIGHT 55" 55" 550 55" 4DP1500 WEIGHT 2800 LBS 2880 LBS 5800 LBS 4230 LBS 3DA -0750 30A -0600 4DP -1500 4DS -2200 4DK -2500 4DH -2500 4DJ -3000 DISCHARGE LINE (2) 1 -5/8 (2) 1 -5/8 2 -1/8 (2) 2 -1/8 (N) LIQUID LINE (2) 1 -5/8 (2) 1 -5/B 2 -1/8 (2) 2 -1/8 (N) 3DA3 -0750 VOLTAGE 3DS -1500 RETORFIT RETORFIT MCA /MOP 42.9/50 CONDENSER CONTROLS COMPRESSOR ASSEMBLY BITZ.ER CARLYLE CARLYLE COMPRESSOR MANUFACTURER NOTES N1, N41, N51 NO " REV DATE BY: DESCRIPTION A 7/8/2008 MJP NEW POS FREEZER RAISED TO 21'6" INT. H. . B OM DM NEW FLOWER BOX C COMPRESSOR SUMMARY AND ACCESSORIES UNIT LETTER MRM S1A AL AL AL REVISE DELI PREP COILS AH AH AH NEW SHOP -IN COOLER, OVERSTOCK FREEZER, WALL FREEZER, REPLACE DELI ISLANDS BL BL BL INSTALLING R/C TO INSTALL NEW OIL SYSTEM ON RACK, OIL SEPARATOR AND RESERVOIR SUPPLIED BY K/W. ALL OTHER MATERIAL SUPPLIED BY R/C. BH BH BH S1BH 1 C1 C1 C1 EXISTING CIRCUIT TO BE FIELD VERIFIED BY INSTALLING CONTRACTOR TO CONFIRM ANY DISCREPANCIES ON THE REFRIGERATION SCHEDULE. C2 C2 C2 SIC N23 DL 1 EA. INSTALLING CONTRACTOR TO VERIFY EXISTING DISCHARGE AND DRAIN LINE SIZES TO CONDENSER AND MODIFY AND /OR CHANGE TO MATCH-INFO SHOWN ON REFRIGERATION LEGEND ONLY IF NECESSARY. N25 INSTALLING CONTRACTOR TO SET A/H, RUN DUCT WORK, SUPPLY & INSTALL GRILLS, PROVIDE ANY & ALL MATERIAL TO INSURE PROPER OPERATION. G.C. TO SUPPLY PLATFORM. N30 2 1 EA. EXPANSION VALVES AND /OR DISTRIBUTOR/ORIFICE /NOZZLE PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. N32 INSTALLING CONTRACTOR TO PROVIDE EPR OR CONTROL VALVE AS NECESSARY. N33 INSTALLING CONTRACTOR TO SUPPLY NECESSARY VALVING TO PIPE CIRCUIT OR NEW STUB TO RESPECTIVE RACKS. N34 INSTALLING CONTRACTOR TO SUPPLY NECESSARY DEFROST COMPONENTS AND INSTALL AS NECESSARY. N35 LL SOLENOID AND BYPASS CHECK VALVES TO BE SUPPLIED BY COIL MANUFACTURER AND MOUNTED BY R /C. COMPLETE WIRING OF SOL., FANS, AND DEFROST THERM. TEMP SENSORS TO POS FAN PANEL FOR PROPER OPERATION BY REFRIGERATION CONTRACTOR. N40 INSTALLING CONTRACTOR TO RE -LABEL ALL RACKS, CASE, COOLER /FREEZERS PER NEW REFRIGERATION SCHEDULE. N41 INSTALLING CONTRACTOR TO MODIFY, CHANGE, OR ADD CONDENSER PLATFORM AND /OR SUPPORT STEEL AS NEEDED PER STRUCTURAL ENGINEER ON RECORD. N42 INSTALLING CONTRACTOR TO SUPPLY & INSTALL ANY EMS AND OTHER CONTROL EQUIPMENT TO INSURE PROPER OPERATION OF EQUIPMENT SUPPLIED BY K/W. N50 UNLOADER N51 ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE IS AMPLE TO SUPPLY POWER TO UNIT AND /OR RACK AND CONDENSERS - MODIFY AS NEEDED. N52 ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE IS AMPLE TO SUPPLY POWER TO CASES, COILS, LIGHTS, OUTLETS, ETC. - MODIFY AS NEEDED. N53 ELECTRICAL CONTRACTOR TO SUPPLY NEW POWER SOURCE NOT FROM RACK POWER. 1 1 1 1 5 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 COMPRESSOR QUANTITY 1 1 1 1 4DP1500 4DS2200 4DS2200 3DT -1500 3DS -1500 3D8-1500 3DA -0750 30A -0600 4DP -1500 4DS -2200 4DK -2500 4DH -2500 4DJ -3000 4C1761PL (N) 06ER450 (N) 06DR541 (N) 06DR541 (N) COMPRESSOR MODEL 3DA -0600 3DF -0900 4DP -1500 40P -1500 3DA3 -0750 3DS -1500 3DS -1500 RETORFIT RETORFIT COMPRESSOR ASSEMBLY BITZ.ER CARLYLE CARLYLE COMPRESSOR MANUFACTURER NO YES NO NO FAN S- 9 090DE S- 90900E S- 9090DE S- 9090DE COMPRESSOR OIL LEVEL REGULATOR DISCHARGE MUFFLER 30 40 30 30 COMPRESSOR CONTRACTOR 15.02 15.02 17.63 8.55 4.97 12.54 12.54 6.39 10.11 10.11 5.18 6.14 6.14 10.79 10.79 10.79 6.83 1.64 3.70 4.54 HORSEPOWER PER (EACH) 1.64 2.43 3.70 • 3.70 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R -22 R507 R-507 R-507 REFRIGERANT R -22 R -22 R -22 R -22 R -22 R -22 R -22 +22 +22 +22 +22 -23 +22 +22 +19 +19 +19 -18 -18 -18 +22 +22 +22 +22 -28 -28 -28 SUCTION TEMPERATURE -28 -28 -28 -28 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 CONDENSING TEMPERATURE 105 110 110 110 110 110 110 180,230 180,230 211,551 102,623 59,600 150,443 150,443 76,623 121,282 121,282 62,157 73,673 73673 129,431 129,431 129,431 81,955 . 19,690 44,439 54,530 CAPACITY MBH W/O SUBCOOLING (EACH) 19,690 29,201 44,439 44,439 12,930 14,140 14140 12,990 12,990 12,990 8,010 4,490 10,410 12430 17,690 17,690 21,410 10,135 12,528 16,888 16,888 WATTS MBH (EACH) ( ) 4,490 6,540 10,410 10,410 7,860 12,720 12,720 240,.596 240,596 584,613 133,745 93,796 202,303 202,303 103,342 164,706 164,706 103,212. 121,919 121919 173,769 173,769 173,769 109,293 35,028 79,962 96,943 REJECTION MBH (EACH) 35,028 51,515 79,962 79,962 977,650 1,411,483 1,075,889 REJECTION MBH (TOTAL) 679,221 1.42% 1.18% 1.18% 1.18% 1.20% 1.20% 1.20% SUBCOOLING CREDIT % 1.18% 1.18% 1.18% 1.18% 24.0 30.0 30.0 26.0. 26.0 26.0 20.0 15.0 24.0 30.0 40.6 40.6 45.0 21.2 33.9 25.6 25.6 COMPRESSOR RLA (EACH) 15.0 . 16.0 24.0 24.0 18.0 26.0 26.0 216.4 246.3 149.0 182.0 UNIT RLA � 189.5 227.7 254.8 UNIT MCA 155.5 2 50 (E) 300 (N) 175 (E) 200 (E) UNIT MOPD 25 120V CONTROL CIRCUIT MCA / MOPD RACK MOUNTED N7 N8 N9 N10 N1 N40 N42 N51 N12 N13 N40 N42 N51 NOTES " REV DATE BY: DESCRIPTION A 7/8/2008 MJP NEW POS FREEZER RAISED TO 21'6" INT. H. . B 7/14/2008 RJO NEW FLOWER BOX C •10/7/2008 MRM DELI - ROTISSERIE EXPANSION D 11/6/2008 MRM REVISE DELI PREP COILS E 8/18/2011 DL NEW SHOP -IN COOLER, OVERSTOCK FREEZER, WALL FREEZER, REPLACE DELI ISLANDS "1'l vTOTAL REFRIGERATION SYSTEMS COMBINED WILL CONTAIN LESS THAN 4,000 LBS OF R -22 (GROUP A -1 CLASSIFIED BY IMC 2006). N2 2 TOTAL WAREHOUSE VOLUME IS 3,149,300 CUBIC FEET OD DISBURSABLE AREA. IMC 2003 TABLE 1103.1 ALLOWS 5.5 LBS. PER CU.FT., OR 17321 LBS. CONTRACTOR TO VERIFY PROPER LOCATION FOR BOOSTER UNIT IN EXISTING COMPRESSOR ROOM AND INSTALL AS CLOSE TO RACK AS POSSIBLE FOR PROPER CLEARANCE. 3 UMC 2006 HORSE POWER RATINGS: AL = 11.47 AH = 26.61 BL = 17.46 BH = 39,20 C1 = 9.88 C2 = 56.22 D1 = 24.85 D2 = 37.62 4 BASED ON APPLICABLE REQUIREMENTS IN CHAPTER 11 OF THE IMC 2006, THE SYSTEMS ARE BELOW THE REFRIGERATE QUANTITY AND /OR 100 HP REQUIREMENTS. THEREFORE A REFRIGERATION MACHINERY ROOM IS NOT REQUIRED. INSTALLING CONTRACTOR TO RUN CONTROL WIRING FROM BOOSTER/SATELLITE TO RACK. VERIFY RO, D1 /A1 POINTS, SUPPLY NECESSARY BOARDS IF NEEDED. 5 PER THE UMC 2000 TABLE 11 -11, IT ALLOWS 9.4 LBS PER 1000 CU. FT. OR 29603 LBS. N8 UL'YL "YV ' N1 NEW RACK /RACKS AND /OR CONDENSERS SUPPLIED BY KYSOR/WARREN. N2 BOOSTER AND /OR SATELLITE UNIT TO BE SUPPLIED BY KYSOR/WARREN - BREAKER & CONTACTOR WILL BE PRE - INSTALLED IN UNIT CONTROL PANEL N3 CONTRACTOR TO VERIFY PROPER LOCATION FOR BOOSTER UNIT IN EXISTING COMPRESSOR ROOM AND INSTALL AS CLOSE TO RACK AS POSSIBLE FOR PROPER CLEARANCE. N4 INSTALLING CONTRACTOR TO PIPE NEW BOOSTER TO MAIN SUCTION GROUP AND PROVIDE ANY NECESSARY MATERIAL SUCH AS BALL & HAND VALVE, ETC. SEE DETAIL SHEET FOR DETAILS. N5 INSTALLING CONTRACTOR TO MODIFY SATELLITE COMPRESSOR PIPING TO CONVERT TO BOOSTER FOR MAIN SUCTION GROUP COMPRESSOR. N6 INSTALLING CONTRACTOR TO RUN CONTROL WIRING FROM BOOSTER/SATELLITE TO RACK. VERIFY RO, D1 /A1 POINTS, SUPPLY NECESSARY BOARDS IF NEEDED. N7 INSTALLING CONTRACTOR TO REMOVE EXISTING COMPRESSOR & INSTALL NEW COMPRESSOR. PROVIDE ALL NECESSARY MATERIAL TO COMPLETE INSTALLATION. N8 INSTALLING CONTRACTOR TO INSTALL NEW BREAKER & CONTACTOR FOR NEW COMPRESSOR. SUPPLIED BY KYSOR/WARREN. N9 COMPRESSOR BODY AND ACCESSORIES PROVIDED BY & INSTALLED BY REFRIGERATION CONTRACTOR. N10 INSTALLING CONTRACTOR TO PROVIDE AND INSTALL; BITZER COMPRESSOR ACCESSORIES, MOUNTING HARDWARE, OIL FLOATS, LIQUID INJECTION, ETC. N11 LIQUID INJECTION LINES REQUIRE A SOLENOID WIRED TO COMPRESSOR AUXILIARY CONTACTS (ONLY ACTIVE WHEN COMPRESSOR IS RUNNING). N12 INSTALLING R/C TO FOLLOW ALL BITZER INSTALLATION GUIDE LINES. N13 INSTALLING R/C TO VERIFY EXISTING MODEL NUMBERS, SPACING AVAILABLE & QUANTITY OF EXISTING AND NEW COMPRESSORS . N14 INSTALLING R/C TO INSTALL NEW OIL SYSTEM ON RACK, OIL SEPARATOR AND RESERVOIR SUPPLIED BY K/W. ALL OTHER MATERIAL SUPPLIED BY R/C. N15 R/C TO VERIFY THAT EXISTING OIL SEPARATOR & RESERVOIR WILL MEET NEW RACK LOAD. IF EXISTING EQUIPMENT DOES NOT MEET RACK LOAD, THE R/C IS TO PROVIDE A MODEL S -XXX SEPARATOR AND /OR A RESERVOIR (MIN. 3 GAL. CAPACITY) AS NECESSARY. N16 INSTALLING CONTRACTOR TO REMOVE EXISTING EQUIPMENT AS NECESSARY. N17 RESPECTIVE FIXTURE /CIRCUIT TO BE RELOCATED AND /OR RE -PIPED BY INSTALLING CONTRACTOR TO THE RESPECTIVE SYSTEM SHOWN ON THE REFRIGERATION SCHEDULE. N20 • EXISTING CIRCUIT TO BE FIELD VERIFIED BY INSTALLING CONTRACTOR TO CONFIRM ANY DISCREPANCIES ON THE REFRIGERATION SCHEDULE. N21 INSTALLING CONTRACTOR TO VERIFY EXISTING SUCTION AND LIQUID LINE SIZES TO CASES, COOLERS, FREEZER, AND ANY OTHER EQUIPMENT LISTED ON THE REFRIGERATION SCHEDULE AND MODIFY AND /OR CHANGE AS NECESSARY. N22 INSTALLING CONTRACTOR TO RUN NEW LINE SET TO RESPECTIVE FIXTURE. N23 DEMO OF CIRCUIT, CASE, COOLER, AND /OR FREEZER, CUT LOOSE IN THE OVER OR AT CONNECTION IN PIT. CAP OFF WITH CAPS (DO NOT PINCH LINES). TURN OFF BALL VALVES AT RACK. TAG CONTROL PANEL SPARE AND TAG BALL VALVES AS SPARES. N24 INSTALLING CONTRACTOR TO VERIFY EXISTING DISCHARGE AND DRAIN LINE SIZES TO CONDENSER AND MODIFY AND /OR CHANGE TO MATCH-INFO SHOWN ON REFRIGERATION LEGEND ONLY IF NECESSARY. N25 INSTALLING CONTRACTOR TO SET A/H, RUN DUCT WORK, SUPPLY & INSTALL GRILLS, PROVIDE ANY & ALL MATERIAL TO INSURE PROPER OPERATION. G.C. TO SUPPLY PLATFORM. N30 EPR, LL SOLENOID, AND /OR SUCT. STOP, HEAT RECLAIM VALVE & OTHER EQUIPMENT /MATERIALS SHOWN TO BE SUPPLIED AND INSTALLED BY REFRIGERATION CONTRACTOR. N31 EXPANSION VALVES AND /OR DISTRIBUTOR/ORIFICE /NOZZLE PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. N32 INSTALLING CONTRACTOR TO PROVIDE EPR OR CONTROL VALVE AS NECESSARY. N33 INSTALLING CONTRACTOR TO SUPPLY NECESSARY VALVING TO PIPE CIRCUIT OR NEW STUB TO RESPECTIVE RACKS. N34 INSTALLING CONTRACTOR TO SUPPLY NECESSARY DEFROST COMPONENTS AND INSTALL AS NECESSARY. N35 LL SOLENOID AND BYPASS CHECK VALVES TO BE SUPPLIED BY COIL MANUFACTURER AND MOUNTED BY R /C. COMPLETE WIRING OF SOL., FANS, AND DEFROST THERM. TEMP SENSORS TO POS FAN PANEL FOR PROPER OPERATION BY REFRIGERATION CONTRACTOR. N40 INSTALLING CONTRACTOR TO RE -LABEL ALL RACKS, CASE, COOLER /FREEZERS PER NEW REFRIGERATION SCHEDULE. N41 INSTALLING CONTRACTOR TO MODIFY, CHANGE, OR ADD CONDENSER PLATFORM AND /OR SUPPORT STEEL AS NEEDED PER STRUCTURAL ENGINEER ON RECORD. N42 INSTALLING CONTRACTOR TO SUPPLY & INSTALL ANY EMS AND OTHER CONTROL EQUIPMENT TO INSURE PROPER OPERATION OF EQUIPMENT SUPPLIED BY K/W. N50 EVAPORATOR FANS AND DRAIN PANS ARE NON - CONCURRENT LOADS. N51 ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE IS AMPLE TO SUPPLY POWER TO UNIT AND /OR RACK AND CONDENSERS - MODIFY AS NEEDED. N52 ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE IS AMPLE TO SUPPLY POWER TO CASES, COILS, LIGHTS, OUTLETS, ETC. - MODIFY AS NEEDED. N53 ELECTRICAL CONTRACTOR TO SUPPLY NEW POWER SOURCE NOT FROM RACK POWER. Nii i [. ELECTRICAL CONTRACTOR SHALL: L_J 1 , 1 USE MATERIALS AND METHODS THAT CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 2 USE NO ALUMINUM WIRE TO CONNECT ANY REFRIGERATION MANUFACTURED EQUIPMENT. 3 VERIFY LOCATIONS OF ELECTRICAL STUB -UPS FOR REFRIGERATED CASES WITH REFRIGERATION CONTRACTOR PRIOR TO INSTALLATION. 4 SURFACE MOUNT ALL CONDUIT FOR MEAT/DELI & PRODUCE REFRIGERATED WALK -IN BOXES ON THE EXTERIOR OF THE WALK -IN BOXES. SEAL ALL PERFORATIONS WITH PERMAGUM OR EQUAL. 5 CONNECT ALL POINT OF SALES (POS) BLOWER COIL FAN MOTORS TO ACCESSIBLE DISCONNECT. DISCONNECT MUST DE- ENERGIZE REFRIGERANT SOLENOID VALVE TO STOP FLOW. ALL NECESSARY RELAYS FURNISHED BY ELECTRICAL CONTRACTOR. 6 FURNISH AND INSTALL CONDUIT, WIRE, OUTLETS, ETC. FOR REFRIGERATION FIXTURES AND CONNECT COMPLETE AND READY TO OPERATE AS DIRECTED BY THE REFRIGERATION CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL ANY NECESSARY DISCONNECTS AND CONTACTORS. 7 REVIEW THE ELECTRICAL PLANS AND DIAGRAMS PRIOR TO CONSTRUCTION, CONTACT REFRIGERATION MANUFACTURER IF CLARIFICATION IS NEEDED. UPON COMPLETION OF WIRING, THIS CONTRACTOR SHALL PERFORM A SATISFACTORY OPERATIONAL CONTROL SEQUENCE, CHECK WITH THE R/C. 8 MOUNT AND /OR CONNECT ALL THERMOSTATS, SOLENOIDS, AND OTHER ELECTRICAL CONTROLS FURNISHED BY THE REFRIGERATION CONTRACTOR. CONNECT ALL MOTORS, CONTROLS, AND OTHER COMPONENTS FURNISHED BY THIS CONTRACTOR. 9 FURNISH AND INSTALL CONDUIT, WIRE, OUTLETS, ETC., FOR ALL LIGHTS, HEATERS, WALK -IN BOXES, AND /OR REACH -IN DOOR ASSEMBLIES AND ALL OTHER FIXTURES AS REQUIRED. THESE FIXTURES ARE PROVIDED BY REFRIGERATION CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR 10 INSTALL ALARM BELL, FURNISHED BY REFRIGERATION CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTORS. 11 FURNISH AND INSTALL ALL FUSED DISCONNECTS AND /OR MOTOR STARTERS NOT SPECIFICALLY SUPPLIED BY REFRIGERATION MANUFACTURER. 12 CONNECT ALL COOLER AND FREEZER DOOR LIGHTS TO ENERGY MANAGEMENT SYSTEM PROVIDED BY OWNER. 13 RUN CONDUIT INSIDE THE OVERHEAD TRUSS WORK. 14 PROVIDE AS -BUILT PANEL SCHEDULES FOR ALL ELECTRICAL LOADS SHOWN ON REFRIGERATION MANUFACTURERS SCHEDULES. DESIGN CONDITIONS FOR COSTCO #006 SOUTHCENTER, WA. INSIDE DESIGN TEMP: 75F DRY BULB 55%t lit. jY ENGINEER: DL OUTSIDE DESIGN TEMP: 95F DRY BULB 68FNViTik • i l• ) CONDENSER TYPE: AIR COOLED 4. p A '. R-22/R- 404A SUPER PLUS /PROTO -AIRE VOLTAGE / HERTZ / PHASE: 460 / 60 / 3 ff �� p�j pw f , EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS- BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES A N D E X I S T I N G C O N D I T I O N S . SA UL', EP 02`2011 PERMIT CENTER #006 COST� TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com ICYt /IIIIIIIREA 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568 -1514 Fax: (706)565 -1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AN D PASSION FOR EXCELLENCE CONTACT INFORMATION REGIONAL SALES MANAGER DAVE WALKER C - 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C - 706.536.9477 EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH T H I S K N O W L E D G E WALL /OVERSTOCK FREEZER, DELI COOLER & ISAND REVODEL O KY5ORNVAKREN: All rights reserved. No part of this document may be reproduced in any form or by any means without the expressed written consent of Kysor/Warren. 0 DATE DESCRIPTION 8.24.11 REMODEL AUG 24, 2011 DRAWN BY: F. COOK REFRIGERATION SCHEDULE R3A MT -512 -1 Condenser Controller Mounted In Condenser BOARD INPUT DESCRIPTION INPUT TYPE Ckt 44 # OUTPUT DESCRIPTION OUTPUT TYPE 1 -1 N/A Press EEPR -9 1 Condenser Stage 1 RO 1 -2 N/A Press 1 -6 2 Condenser Stage 2 RO 1 -3 Drop Leg Pressure Press 1 -8 3 Condenser Stage 3 RO 1 -4 Drop Leg Temp. Temp DEFROST 4 Condenser Stage 4 RO 1 -5 Ambient Temp. Temp 5 Condenser Stage 5 RO 1 -6 N/A N/A 6 Condenser Stage 6 RO 1 -7 N/A N/A 7 Condenser Stage 7 RO 1 -8 N/A N/A 8 Condenser Stage 8 RO 1 -9 N/A N/A 9 Condenser Stage 9 RO 1 -10 N/A N/A 10 Condenser Stage 10 RO 1 -11 N/A N/A 11 Condenser Stage 11 RO 1 -12 N/A N/A 12 Condenser Stage 12 RO 1 -1 N/A Digital 1 N/A Analog 1 -2 N/A Digital 2 N/A Analog 1 -3 N/A Digital 3 N/A Analog 1 -4 N/A Digital 4 N/A Analog MT- 504 -1 Suction Group 1 Controller BOARD INPUT DESCRIPTION INPUT TYPE Ckt 44 # OUTPUT DESCRIPTION OUTPUT TYPE 1 -1 Discharge Pres. Xdcr Press EEPR -9 1 N/A RO 1 -2 Suction Pres. Xdcr. Press 1 -6 2 Split Cond. Valve RO 1 -3 N/A Press 1 -8 3 Main Defrost Valve RO 1 -4 N/A Digital DEFROST 4 N/A RO 1 -5 N/A Digital 1 N/A Analog 1 -6 Phase Loss Digital 2 N/A Analog 1 -7 Refrigerant Level Analog /DI 3 N/A Analog 1 -8 N/A N/A 4 N/A Analog MT -504 -2 Subcooling / Surge Fill Control BOARD INPUT DESCRIPTION INPUT TYPE Ckt 44 # OUTPUT DESCRIPTION OUTPUT TYPE 1 -1 SC Inlet Temp. (D1 &D2) Temp EEPR -9 1 N/A RO 1 -2 SC Outlet Temp. (D1 &D2) NWB 1 -6 2 Surge Tank Fill Vlv RO 1 -3 N/A N/A 1 -8 3 Subclr Stage 1 RO 1 -4 N/A N/A DEFROST 4 N/A RO 1 -5 N/A N/A 1 N/A Analog 1 -6 N/A N/A 2 N/A Analog 1 -7 N/A N/A 3 N/A Analog 1 -8 N/A N/A 4 N/A Analog MT -504 -3 MPC BOARD INPUT DESCRIPTION INPUT TYPE Ckt 44 # OUTPUT DESCRIPTION OUTPUT TYPE 1 -1 Surge Tank Pressure Press EEPR -9 1 Surge Tank Bleed Vlv RO 1 -2 N/A N/A 1 -6 2 Surge Tank Vent Vlv RO 1 -3 N/A N/A 1 -8 3 Surge Tank Press Vlv RO 1 -4 Defrost Header Temp N/A DEFROST 4 Desuperheater Vlv RO 1 -5 N/A N/A 1 N/A Analog 1 -6 N/A N/A 2 N/A Analog 1 -7 N/A N/A 3 N/A Analog 1 -8 N/A N/A 4 N/A Analog MT -EEPR #1 BOARD INPUT DESCRIPTION DUTPUT TYPE 1 -1 Ckt 44 EEPR -9 1 -2 Ckt 45 EEPR -9 1 -3 Ckt 46 EEPR -9 1 -4 Ckt 47 EEPR -9 1 -5 Ckt 48 EEPR -9 1 -6 Ckt 49 EEPR -9 MT -EEPR #3 1 BOARD INPUT DESCRIPTION DUTPUT TYPE 1 -1 Ckt 56 EEPR -17 1 -2 Ckt 57 (SPARE) SPARE 1 -3 Ckt 58 EEPR -9 1 -4 N/A N/A 1 -5 N/A N/A 1.6 N/A N/A MT -EEPR #2 BOARD INPUT DESCRIPTION OUTPUT TYPE 1 -1 Ckt 50 EEPR -9 1 -2 Ckt 51 EEPR -9 1 -3 Ckt 52 EEPR -9 1 -4 Ckt 53 (SPARE) SPARE 1 -5 Ckt 54 EEPR -17 1 -6 Ckt 55 EEPR -17 MT -EEPR #4 BOARD INPUT DESCRIPTION OUTPUT TYPE 1 -1 Ckt 58 EEPR -4 1 -2 N/A N/A 1 -3 N/A N/A 1 -4 N/A N/A 1 -5 N/A N/A 1 -6 N/A N/A MT -500 -1 Suction Group 2 Controller BOARD INPUT DESCRIPTION INPUT TYPE 1 -1 N/A N/A 1 -2 Suction Pres. 2 Press 1 -3 N/A N/A 1 -4 N/A N/A 1 -5 N/A N/A 1 -6 N/A N/A 1 -7 N/A N/A 1 -8 N/A N/A MT-500-2 Sensor Node BOARD ,Universal INPUT DESCRIPTION INPUT TYPE 1-1 SG 1 Suction Temp Temp 1 -2 SG 2 Suction Temp Temp 1 -3 Discharge Temp Temp 1 -4 Leak Detection Analog 1 -5 SC Outlet Temp. Temp 1 -6 N/A N/A 1 -7 Outside Humidity Analog 1 -8 Power Monitor Analog MT- CIRCUIT #1 for SG1 BOARD INPUT DESCRIPTION OUTPUT TYPE 1 -1 Ref Ckt 44 REFRIG 1 -2 Def Ckt 44 DEFROST 2 -1 Ref Ckt 45 REFRIG 2 -2 Def Ckt 45 DEFROST 3 -1 Ref Ckt 46 REFRIG 3 -2 Def Ckt 46 DEFROST 4 -1 Ref Ckt 47 REFRIG 4 -2 Def Ckt 47 DEFROST 5 -1 Ref Ckt 48 REFRIG 5 -2 Def Ckt 48 DEFROST MT- CIRCUIT #2 for SG1 BOARD INPUT DESCRIPTION OUTPUT TYPE 1 -1 Ref Ckt 49 REFRIG 1 -2 Def Ckt 49 DEFROST 2 -1 Ref Ckt 50 REFRIG 2 -2 Def Ckt 50 DEFROST 3 -1 Ref Ckt 51 REFRIG 3 -2 Def Ckt 51 DEFROST 4 -1 Ref Ckt 52 REFRIG 4 -2 Def Ckt 52 DEFROST 5 -1 Ref Ckt 53 (Spare) REFRIG 5 -2 Def Ckt 53 (Spare) DEFROST MT- CIRCUIT #3 for SG2 BOARD INPUT DESCRIPTION OUTPUT TYPE 1 -1 Ref Ckt 54 REFRIG 1 -2 Def Ckt 54 DEFROST 2 -1 Ref Ckt 55 REFRIG 2 -2 Def Ckt 55 DEFROST 3 -1 Ref Ckt 56 REFRIG 3 -2 Def Ckt 56 DEFROST 4 -1 Ref Ckt 57 (Spare) REFRIG 4 -2 Def Ckt 57 (Spare) DEFROST 5 -1 Ref Ckt 58 REFRIG 5 -2 Def Ckt 58 DEFROST MT- 500 -1 Universal Sensor Node BOARD INPUT DESCRIPTION INPUT TYPE 1 -1 D44 Temp Temp 1 -2 D46 Temp Temp 1 -3 D47 Temp Temp 1 -4 D48 Temp Temp 1 -5 D49 Temp Temp 1 -6 D50 Temp Temp 1 -7 D51 Temp Temp 1 -8 D52 Temp Temp MT -500 -3 Universal Sensor Node BOARD INPUT DESCRIPTION INPUT TYPE 1 -1 D44 Def. Therm. Digital 1 -2 D46 Def. Therm. Digital 1.3 D47 Def. Therm. Digital 1 -4 D48 Def. Therm. Digital 1 -5 D49 Def. Therm. Digital 1 -6 D50 Def. Therm. Digital 1 -7 D51 Def. Therm. Digital 1 -8 D52 Def. Therm. Digital MT -500 -5 Universal Sensor Node BOARD INPUT DESCRIPTION INPUT TYPE 1 -1 Outside Temp Temp 1 -2 Outside Humidity Analog 1 -3 N/A N/A 1 -4 D48 -52 Dual Temp. Key Sin N/A 1 -5 N/A N/A 1 -6 N/A N/A 1 -7 D44 Slid Door Proof Digital 1 -8 D54 Air Door Proof Digital MT -500 -2 Universal Sensor Node BOARD INPUT DESCRIPTION INPUT TYPE 1 -1 D53 Temp (SPARE) Temp 1 -2 D54ATemp Temp 1 -3 D54B Temp Temp 1 -4 D55ATemp Temp 1 -5 D55B Temp Temp 1 -6 D58 S /ATemp Temp 1 -7 D58 R/A Temp Temp 1 -8 D59 Temp (SPARE) Temp MT -500 -4 Universal Sensor Node BOARD INPUT DESCRIPTION INPUT TYPE 1 -1 D53 Def. Therm. (SPARE) Digital 1 -2 D54 Def. Therm. Digital 1 -3 D55 Def. Therm. Digital 1 -4 D59 Def. Therm. (SPARE) Digital 1 -5 1 -6 1 -7 1 -8 INPUT BOARDS TO BE MOUNTED ON RACK COMPRESSOR RACK D b1t301 SEPARATE PERMIT AND APPROVAL REQUIRED cmr�o��ruit�n� SEP 0 2 2011 PERMIT CENTER TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATIO\ 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com KYS /IIIIIRREIR 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568 -1514 Fax: (706)565 -1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND PASSION FOR EXCELLENCE CONTACT INFORMATION REGIONAL SALES MANAGER DAVE WALKER C — 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C — 706.536.9477 WALL /OVERSTOCK FREEZER, DELI COOLER & ISA\D REMODEL O KY5OR/WARREN: All rights reserved. No part of this document may be reproduced in any form or by any means without the expressed written consent of Kysor/Warren. 0 DATE DESCRIPTION 8.24.11 REMODEL AUG 24, 2011 DRAWN BY: F. COOK MT POINTS & BOARD SCHEDULE R3B FREEZER WALL PERFORATED CAP CONCRETE CURB 2" VENT PIPE UP THROUGH CURB 01-0" TRANSITION TO 4" VENT PIPE BELOW SLAB FREEZER VENT ELEVATION SCALE NTS FREEZER WALL -\ VENT LINE BOLLARD, TYPICAL 8" CONCRETE CURB 1/4" PRE-MOLDED JOINT FILLER-TYP. EQ EQ 1 " 6" PERFORATED CAP NOTE: BEND REBAR AROUND PIPE CONCRETE CURB (FA) VENT AT FREEZER SCALE NTS FINISHED FLOOR —\ CLEANOUT COVER REQUIRED iTO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP 4 4 CAST IRON EXTENSION SAME SIZE AS SEWER UP TO 3" DIAMETER 3" TRAP 18" MINIMUM TRAP & ARM BUILDING DRAINS SIZE PER PLANS FUTURE FLOOR DRAIN DETAIL SCALE NTS 3 DRAIN LEGEND REF. DRAIN SIZE D-3 O'-2" A D-4 O'-4" Tc21 D-7 O'-2" D-3 O'-3" B D-4 0'-4" D-7 0'-3" FINISH FLOOR FINISH [SINK 24" MIN FOR DRAINS REQUIRING BLOCK OUT, SEE PLAN FOR LOCATION DISPLAY CASE 1111111111111. RIM SET FLUSH PROVIDE OFFSET AS REQUIRED TO LOCATE DRAIN J EXPOSED. COORDINATE WITH REFRIGERATION CONTRACTOR FOR FINAL LOCATION OUTLET SIZE ® SINK HALF EXPOSED TRAP & ARM,-., FLOOR SINK DETAIL SCALE NTS CONDENSATE LINE APPROVED AIR GAP FITTING 44 • • • •• 4 • • TRAP • • 4 PLUMBING VENT CONC SLAB OR CURB 4 4 • 4 4.4 4 FLOOR DRAIN DETAIL SCALE NTS Li -45 --„-- g„„ . „„ .5".. 4- 5 ,-..; 4.,,,....,,..„5, s 1.1 4 . 5 55 ;.. 7 '' 1., ...r.4515.51,515555555.3, • 5•55,55 (N) ELECTRICAL MEZZANINE PLAN SCALE: 1/8" = 1'-0" q54703 „./1 7'1 /1 :5,5 • /1 /11 .$`1 • „ l/31 :$$/ ee 55/1 5 1 $ I ..,..:"' 5 $ 5 1 ; 1Q21-9) ...... ,,,, L. • y " ,,,,,, • • ,,,,,, - • • ,,,,,,,,, -~,- ,,,,,, 1 (D4§) 50' ( \ • (E) FIELD VERIFY FOR EXACT DRAIN LOCATION 0 $1 • , 11,„„ -----P----- -----e— 4,,,g.c.1.--..,.......- t r; g 5 3 $ ' 1 1 5 3, g „.---.;..-e .7,..,=..,?,*:— ---/f...= NVI :a" N5/ (E) (E) 5 —1 g- .....-1,45....-- ..4,55.-- .-5,5744.5.4.-- —5-55-3-55 — .-..- 5 • . 1 : I_ 3---- -..= -=00"" - -0.-- ---//........ -...-3----1 , ,...„ ..„.„„, _.„.„.„ , --..... ..„,-,,..: ,,. _ , .0 „.-.,.... , ..`,1....., 5„„„ :IA .:„..,....5;.,,,—..*-5.......-4..J 5 ....:ac — /A,.... ,—.1--;. \/ Fl CO 1 I- -• 1"17:\ ro i 'f- ti I -F 1".■ ro 11 @ cc_3_,) NVI :a" N5/ (E) (E) 5 —1 g- .....-1,45....-- ..4,55.-- .-5,5744.5.4.-- —5-55-3-55 — .-..- 5 • . 1 : I_ 3---- -..= -=00"" - -0.-- ---//........ -...-3----1 , ,...„ ..„.„„, _.„.„.„ , --..... ..„,-,,..: ,,. _ , .0 „.-.,.... , ..`,1....., 5„„„ :IA .:„..,....5;.,,,—..*-5.......-4..J 5 ....:ac — /A,.... ,—.1--;. \/ Fl CO til i 'f- ti Prei C.) I. C..) 03-0 — -E—T (E) FRESH AREA PLAN SCALE: 1/8" = 1-0" Oa, 1 h v` / 4 !.51. (N) (N) 3 I 5 I 5 5 5 5 5 5 .5 5 5 5 5 5 5 1,0111 ..414:44 .N5,5515 NOTE: SEE TEI DRAWING SET (M1) FOR PLUMBING DETAILS PARTIAL FLOOR PLAN A SCALE: 1/8” = 1'-0" . 500" 5ro LIi55 (N) ) A • :11! • i. • q , • 5.3.5"772; it $5 • r PARTIAL FLOOR PLAN B SCALE: 1/8" = 1'-0" PLUMBING SCHEDULE • 1 • 0 COIL WASTE STUB—UP. SEE ARCHITECTURAL DRAWINGS AND • MECHANICAL SHEET FOR DETAILS. 12" x 12" FLOOR SINK. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL SHEET FOR DETAILS. FUTURE FLOOR DRAIN. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL SHEET FOR DETAILS. VENT & DRAIN AT POS FREEZER SEE ARCHITECTURAL DRAWINGS AND MECHANICAL SHEET FOR DETAILS. PVC PIPE WRAP. ALL PREP AREAS WITH CONDENSATE DRAIN LINES TO RECEIVE PROTECTIVE WRAP OR OTHER COSTCO APPROVED WRAP. MOUNTED WITH STAINLESS STEEL HANGERS/UNISTRUTS/CLAMPS. DEMO/BACK FILL 12" X 12" FLOOR SINK. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL SHEET FOR DETAILS. A 0 0 b 1 I 3o 5 5 5 5 5 I 5 5 5 s ' 1 PLIMBING LEGEND PLUMBING CALL—OUT PLUMBING STUB—UP DEMO/BACK FILL FLOOR SINK COIL/CASE CONNECTION E 1Y COPPER CONDENSATE LINE NOTES: 1. ADD P—TRAP AS DRAIN LINE LEAVES FREEZER/COOLER, INSULATE P—TRAP. 2. SEE ARCHITECTURAL DRAWINGS AND ' PLUMBING SHEET FOR EXACT LOCATION. 3. ALL PLUMBING AND DRAIN LINES, FIXTURES, VALVE AND MISCELLANEOUS EQUIPMENT ARE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 4. ALL ABOVE GRADE CONDENSATE LINES BY REFRIGERATION CONTRACTORS. Seip 4'44 OIPP'70/1/4t4V0 4 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS RECEIV112. CITY OF TUKwilA SEP 0 2 2011 PERMIT CENTER #006 tIONOLESALE TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com IffsetliflumanEn 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568-1514 Fax: (706)565-1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND • PASSION FOR EXCELLENCE CONTACT INFORMATIO REGIONAL SALES MANAGER DAVE WALKER — 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C — 706.536.9477 WALL/OVERSTOCK FREEZER, DELI COOLER IS_AND REIVODEL K.Y5ORNVAR,REN: All rights reserved. No part of this document may be reproduced in any form or by any means without the expressed written consent of Icysor/VVarreri. DATE DESCRIPTION 8.24.11 REMODEL EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS iN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL, COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZ, WORKERS WITH T I-1 I S ()WI g c. - AUG 24, 2011 DRAWN BY: F. COOK PLUMBING PLAN R 4 1 _.a II raci _. Tc21 (E) FRESH AREA PLAN SCALE: 1/8" = 1-0" Oa, 1 h v` / 4 !.51. (N) (N) 3 I 5 I 5 5 5 5 5 5 .5 5 5 5 5 5 5 1,0111 ..414:44 .N5,5515 NOTE: SEE TEI DRAWING SET (M1) FOR PLUMBING DETAILS PARTIAL FLOOR PLAN A SCALE: 1/8” = 1'-0" . 500" 5ro LIi55 (N) ) A • :11! • i. • q , • 5.3.5"772; it $5 • r PARTIAL FLOOR PLAN B SCALE: 1/8" = 1'-0" PLUMBING SCHEDULE • 1 • 0 COIL WASTE STUB—UP. SEE ARCHITECTURAL DRAWINGS AND • MECHANICAL SHEET FOR DETAILS. 12" x 12" FLOOR SINK. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL SHEET FOR DETAILS. FUTURE FLOOR DRAIN. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL SHEET FOR DETAILS. VENT & DRAIN AT POS FREEZER SEE ARCHITECTURAL DRAWINGS AND MECHANICAL SHEET FOR DETAILS. PVC PIPE WRAP. ALL PREP AREAS WITH CONDENSATE DRAIN LINES TO RECEIVE PROTECTIVE WRAP OR OTHER COSTCO APPROVED WRAP. MOUNTED WITH STAINLESS STEEL HANGERS/UNISTRUTS/CLAMPS. DEMO/BACK FILL 12" X 12" FLOOR SINK. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL SHEET FOR DETAILS. A 0 0 b 1 I 3o 5 5 5 5 5 I 5 5 5 s ' 1 PLIMBING LEGEND PLUMBING CALL—OUT PLUMBING STUB—UP DEMO/BACK FILL FLOOR SINK COIL/CASE CONNECTION E 1Y COPPER CONDENSATE LINE NOTES: 1. ADD P—TRAP AS DRAIN LINE LEAVES FREEZER/COOLER, INSULATE P—TRAP. 2. SEE ARCHITECTURAL DRAWINGS AND ' PLUMBING SHEET FOR EXACT LOCATION. 3. ALL PLUMBING AND DRAIN LINES, FIXTURES, VALVE AND MISCELLANEOUS EQUIPMENT ARE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 4. ALL ABOVE GRADE CONDENSATE LINES BY REFRIGERATION CONTRACTORS. Seip 4'44 OIPP'70/1/4t4V0 4 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS RECEIV112. CITY OF TUKwilA SEP 0 2 2011 PERMIT CENTER #006 tIONOLESALE TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com IffsetliflumanEn 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568-1514 Fax: (706)565-1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND • PASSION FOR EXCELLENCE CONTACT INFORMATIO REGIONAL SALES MANAGER DAVE WALKER — 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C — 706.536.9477 WALL/OVERSTOCK FREEZER, DELI COOLER IS_AND REIVODEL K.Y5ORNVAR,REN: All rights reserved. No part of this document may be reproduced in any form or by any means without the expressed written consent of Icysor/VVarreri. DATE DESCRIPTION 8.24.11 REMODEL EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS iN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL, COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZ, WORKERS WITH T I-1 I S ()WI g c. - AUG 24, 2011 DRAWN BY: F. COOK PLUMBING PLAN R 4 NOTES: 1. TEST OUTSIDE ALARM MONITORING SYSTEM. 2. LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. 3. KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. 4. ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY CLEANED. BRAZING AND. DRY NITROGEN SHALL BE FLOWING AT 3 CUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL BE MADE WITH A BRAZING ALLOY CONTAINING A MINIMUM OF 45% SILVER. 111 E;i 4 11 9 OR 17 LEGEND REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LOOP LINE UNIT CONNECTION LINE SIZE CALL -OUT HAND VALVE SOLENOID LINE SIZE LEGEND Y" x 7 8 78f� 8 y„ Y" s y„ s y„ 8 2 x 5 = 5/8» X 7 = 7/8» x 9 = 1)/8" x 11 — 13/8" x 13 = 15/8" x 17 = 2Ya" x 21 = 25/8" .040 ALUM BK. WHT PVC JACKETED METAL LINE COVER. 8" CONDUITS REFRIGERATION PIPES FALSE COLUMN PIPE CHA# SNONE CALE TYPICAL REFRIGERANT PIPING LINE ARMAFLEX PIPE INSULATION THREAD ROD PVC PIPE SADDLES FROM LCC CONTACT STEVE LEE AT 951- 529 -6063 TO PURCHASE UNISTRUT HANGERS— (AU. PIPING. & REFRIGERATION ELECTRICAL IS TO FOLLOW PLUMBING & HEATING LINES WHEN POSSIBLE). PIPE CRADLE LAYOUT SCALE NONE f -s ELECTRICAL MEZZANINE PLAN SCALE: 1/8" = 1-0" 5.{ N _' !u<«nunwwn:uNnaor�mlvrmcxawurrae <vl�namwavr NN!<mu .. .. NipNNY.HlNJJice::. • r- *. f F «f !A %% .1 µ,s 0 • _:: .,... -1 ,..... «.«.... .. «.« . « «...; w,. ".. �" ... .-.~;«. «. .. «.. '� � ...:.. «.Y nr f '^ • FRESH AREA PLAN SCALE: 1/8" = 1' -0" r Y4:nmYic4t�»»»YN'i.6MSwni�w 9WwMtv.�waC.C�WNl.YAVN ## JltWNiFz(W»w>».m p?xOSVNFiI,avACCJIU .1NN.riN/,�,.N.1 SS.•avo..NMSJ.w.vb2v. 9Zl tmwum 'ae�iAwlNlNbw.ulN!Nllpmao[u> Ab HRVlm•!Wr " CONNECT TO NEW LINE SET AS NECESSARY. SEE NOTES ON RS. 1 y'°> ..s fg t E, / PARTIAL FLOOR PLAN A SCALE: 1/8" = 1' -0" } D46 «.l.£...•t'.1,m; f .. .««... . « «« .««... ... «.. ............. 5 f .✓N.�. u "i"dm�f - ••« •••••••••••, .UUc:<:W4.:u.: .% 4Vg. .:../ A4VXVI...I:i:'YIA'N.NNF..Ii: /1 ••••••••••••• ... PARTIAL FLOOR PLAN B SCALE: 1/8" = 0 p11 4Pio 47/7° 6.?ai CONNECT NEW LINE SET TO EXISTING RACK "C ". SEE NOTES ON RS. 3O2 - crn�oru�nw SEP 0 2 2011 PERMIT CENTER EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS— BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS . PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND E X I S T I N G C O N D I T I O N S EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH T H I S K N OW L E D G E. X006 CAPSTCO SIIHOLESALE TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.9191 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com KY /11IA ERE II 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568 -1514 Fax: (706)565 -1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND PASSION FOR EXCELLENCE CONTACT INFORMATION REGIONAL SALES MANAGER DAVE WALKER 817.233.9664 SYSTEMS PROJECT ENGINEER SUPERVISOR JAY MELANCON C — 706.536.9477 WALL /OVERSTOCK FREEZER, DELI COOLER & ISAVD REVODEL © KYSOR/WARREN: All rights reserved. No part of this document may be reproduced in any form or by any means without the expressed written consent of Kysor/Warren. DATE DESCRIPTION 8.24.11 REMODEL AUG 24, 2011 DRAWN BY: F. COOK SUCTION LINES PLAN R5 NOTES: 1. TEST OUTSIDE ALARM MONITORING SYSTEM. 2. LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. 3. KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STORE LIGHTING. ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL BE THOROUGHLY CLEANED. BRAZING AND DRY NITROGEN SHALL BE FLOWING AT 3 CUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL BE MADE WITH A BRAZING ALLOY CONTAINING A MINIMUM OF 45% SILVER. LEGEND REFRIGERATION SYSTEM OVERHEAD SUCTION LINE OVERHEAD SUCTION LOOP LINE UNIT CONNECTION LINE SIZE CALL—OUT HAND VALVE SOLENOID 4 9 if71 21 LINE SIZE LEGEND x 4 x 5 x 7 Ye" x 9 li 12 7/8" .0/8" x 11 = 13/8, x 13 = 1%" x 17 = 2Y8" x 21 = 2%" , % I 5 s 5 n 5 •••`^`^, ELECTRICAL MEZZANINE PLAN SCALE: 1/8" = 1.-0" 0-0° 54-Cr .....1. i 1 Tr' / / 114m.:10 , ;1.1 " . „ . %%," / :V / / / 0.• ;/\\ /A\ — „ , I i a.555=555:A=5:., IIIMOLESALE TUKWILA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575.91 91 ,01 ,;:•1_ !TF.,..= ----)=1,—. :::.•.=fr4= .—f„, —7,5%-»..„, . .`..s.r.._ „....5,- „—!;F:= ,,,,,,zr , # £ ! ! • % ).W.,,, .......=, 1 1 I i h ) ! 0 I I I 1 % i % 5 : 5: 4 1 '''''''17= 0: 5 , ,,. .,,L,,,„•,,, " — -.1 ..:5 II :."5555555=4 5 • I '' ..I '' ''.4 :52,k5 I I < , > . 3 < E 1=2 ,nr.5 % ! ! % % % ! 5 ' % g I 1 I I ,1 % - 4-1 ! I a t 5 El I C 8 4 — _ _ FRESH AREA PLAN SCALE: 1/8" = 1'-0" .5,5,5; ,,,,, , ,....„ "5 ,.....5 'kJ '"" .5„.5 % .,,,,j —,, 5;) - ---- , .4.5% ..... I # # Il CONNECT NEW LINE SET TO EXISTING RACK "C". SEE NOTES ON RS. 7 .7 I% 4 /- 7 I% ... 5a / ) • 7 5 5 • _ III V %.%•: • . • . . „ D48 D49 . • % (D.49)1* . . •• • • ne.o.........45.4545546.45.5.4,,,6 • • , 5 0 . . . . . . 51115<,15 l 555, I ' 1 :! %<! 4 7-1 r / ...,555555,VAE.M.55557.0.4.565,465:6555.,55.52444.,<J %: 71 % f. 4- 95.70.5.592,5555.5555Y .040 ALUM BK. WHT PVC JACKETED METAL LINE COVER. COSTCO WHOLESALE CORPORATIO\ 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com USSR /11111E11E11 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568-1514 Fax: (706)565-1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND PASSION FOR EXCELLENCE CONTACT INFORMATION Ji 0 0 0 0 REGIONAL SALES MANAGER CONNECT TO NEW LINE SET AS NECESSARY. SEE NOTES ON RS. DAVE WALKER C — 817.233.9664 8" CONDUITS PARTIAL FLOOR PLAN A SCALE: 1/8" = 1-0" SYSTEMS PROJECT ENGINEER SUPERVISOR FALSE COLUFV REFRIGERATION PIPES ',..' ! 12::.:•:--„._--.=.=!:-.=7:.=.:--=:-..-----):::):..--..-...:.=',=!•=r= % % JAY MELANCON C — 706.536.9477 WALL/OVERSTOCK FREEZER, DELI COOLER & ISLAND RENODEL © KY5OR/WARIKEN: All rights reserved, No part of this document may be reproduced in any form or by any means without the expressed written consent of Kysor/Warren. g - ...- 1 -, .„. .•1 :: ..„-::: .,,,, ....„„ ., ii ii :.:•• ,,, . . .4, :% ':" ' • ' ------k-----4.,....4"-----4—'------4-g•-. „A„-,:„.„..,=,-....4..,...-;=,.,.,=... ,.... ' -4...----- -"! 3 <.; 3 < 3 . / / :5, 7 ) g/ • A DATE 8.24.11 DESCRIPTION REMODEL TYPICAL REFRIGERANT PIPING LINE ARMAFLEX PIPE INSULATION THREAD ROD a10-4 b I 30 D46 • o' ri a:4 PVC PIPE SADDLES FROM LCC CONTACT STEVE LEE AT 951-529-6063 TO PURCHASE UNISTRUT HANGERS- (ALL PIPING & REFRIGERATION ELECTRICAL IS TO FOLLOW PLUMBING & HEATING UNES WHEN POSSIBLE). PIPE CRADLE LAYOUT SCALE NONE PARTIAL FLOOR PLAN B SCALE: 1/8" = 1'-0" EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO §UBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTI-LiER DISCIPLINES AND EXISTING CON,DITIONS. CIARSLA SEP 0 2 2011 PERMIT CENTER EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THEIR RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE LIQUID LINES PLAN 5. . * *EXACT LOCATION TO BE DETERMINED BY STRUCTURAL ENGINEER N _ ROOF TOP CONDENSER "D" MODEL: BNH— D12 —A106 WEIGHT: 4230 LBS. SIZE: 88 x 324 x 55 e _ N CONDENSER "D" 3. 42' #006 AIR SPACE NI�aw���®\�®a)���i • i. co 80• WHOLESALE TU KWI LA, WA 400 COSTCO DR. SUITE 500 TUKWILA, WA. PH: 206.575 9191 o� \ I. \ \ I .., COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com KY /WIRRRER , (N) 1' x 2' OPENING IN ROOF FOR PIPING (N)ANTI -SWEAT PANEL TO ROOF TOP CONDENSER WITH CURB 12 AFF ALL AROUND. µ — L----k IL ELECTRICAL (E)ANTI -SWEAT PANE :o i ► Pt / / L , �-1 , -- E N ' N 12" AFF T WALL UNIT _ I_ �� ^�� 3 1/2. fo i 29• - ' 5201 TRANSPORT BLVD. COLUMBUS, GA 31907 Tel: (706)568 -1514 Fax: (706)565 -1723 HEATCRAFT WORLDWIDE REFRIGERATION INTEGRITY, COMMITMENT TO STAKEHOLDERS, AND PASSION FOR EXCELLENCE I I I ' ELECTRICAL & COMPRESSORS IN TOWARDS 1 PANEL ON RACKS TO BE FACING / PANELS I COMPRESSOR RACKS WITH DRIP K/W — D X 6 LN SCALE 1 8 CASE SPEC SCALE 1 7 SCALE 16 NTS NTS NTS 1 s -7 /s' 28 13/16 " NOTE: FLOOR BOLTS INTO CONCRETE ON TOP OF THE TO BE GROUND WITH THE HEAD FLOOR PLATE. TO BE INSTALLED TO SPEC BY INSTALLER ANCHORED OF BOLT CENTER. AISLE 1` —1 '- PANS, TYP.,21,000 LBS I 1 RACK D I I „_,/2- 11-1- 'll I 1 „ 232 x 38" x 78" H. 9,000 LBS. —>a AIR FLOW I_ J _ 1 / _ 4» ,, 1 10' -0" 1 " ---1 ( • —a /4 � DRAIN w// Aut FI / / //� ■/. - CONTACT INFORMATION DISCHARGE NOZZLE BLAD HCR AIR CURTAIN AND CALIBRATED REFRIGERATION 1s -1/2~ PLAN I z2 -3/4• - VIEW - M ._ f. ` 26 1/2" 2" 1 14' -4" 2' -6" y, -1 ELECTRICAL CONNECTION 5' -0 "' J o w U U ` 1 /� U U. \I ef. o . - ._.,...w.w.,�,..,.,,� 4 -1 ~ 123 -5/W (74 DIA. 119 1 /2" KO) 1 112 1 - 4 - - 5/ s 114 -1/4' 55" 5 1/2" - O I O - - 5' -11 " 5' -1 " �, o 1 _ CO 1 .--• `— n u -� 'I - 3H,80 IES OUNTING • cMa s T 4" f » 1 0 -0 0 c `_J e • ` —J - I ■ — `_J /.. `e1 1 — 0 0 o OUTLET -I_ CONNECTION . . -1� :. * 13 1 /8" — `� ff 1 1 DISCHARGE NOZZLE l INLET ECTION DRAIN J /// SUCTION CONK- REFRIGERANT ELECTRICAL CONNECTION CONNECTION END END I 1 1 /16" -�� -81 ELEVATION ' -8 ■ f SIDE VIEW MEZZANINE LAYOUT SCALE 14 BOHN — BMG520 SCALE BOHN — WKG270 SCALE HCR AIR CURTAIN DETAIL • SCALE 11 » 3/16"=1 0 NTS 13 NTS 12 NTS r I I 10 ____ CW FREEZER WALL -1- 1 1 /2 » AT DELI COOLER SLIDING WINDOW SUPERSTRUCTURE TO SIT ATOP THE MEAT CASE WITH CASE JOINT. GAPS REMAINING END OF THE LINE -UP ARE WITH MATERIAL IN COMPLIANCE APPLICABLE CODES. WALL PANEL FRAME IN LINE AT TO BE FLASHED WITH ALL HEADER PANEL INSTALL PER MEAT (1) BAG HOLDER CASE. - -: _ _ _ I- T�� 1 1 -R-4----7 1 1 - - -- I 2" 8" P.T. We ` ` x \ �� i i / /i / i ! ,/i » �I t 5/8 FREEZER PIT DIMENSIo LB. CHECK VALV: I l I I L - _--� -, ' THERMA -STOR i A 1 - �� THERMA -STO' A 1 PIPING PENETRATION WITH FOAM CAULKING BY REFRIGERATION CONTRACTOR. REFRIGERATION PIPI CURD L � �j FINISH FLOOR = 0 ' -0 » I L HR TANK INLET HR TANK OUTLET • REMOVABLE CURB UTILITY FLASH WINDOW SURROUND WITH #3 POLISHED ° '" • • ` . .�, . • . , • . °• . ° . °ti ,° ,• CAP BY G.C. Ni CONCRETE SLAD ;. • • • a . . f STAINLESS STEEL. % / / / / /,i / / / / / / /,. TYPICAL (TYPICAL) ELEVATION CROSS SECTION j j (2) 4" LAYERS FREEZER SLAB ao INSULATION WITH 4 • . • • ° • '• �- • 4;:r;:r.�.r.r 4-1. A41.4. ; • s.*;.*: ;.* • °• ••. •.• ..�: r: =.*►: »: » ►: »: •� it II II- 11- 11 -11 -1 11..11- 11- 11- II -11= 11- 11 -11 -1 11-11- II- II- 11 -11= =11=11=11=11=11=1 11- 11- 11- 11- 11 -11 -1 11-11-11 - 11-11 =11 -1 =n- — - �1�E II. II. II II I 11- 11- 11- 11- 11 -11= 11= 11- 11- 11- 11 -11 -1 11-1I-II-II- II -11= II 11 II II 11 11 :I a -u -u- a -n -n- ` 11 J PENETRATION AND CUR BY G.C. ) L H / ! FLASH REMAINING GAP WITH #3 POLISHED STAINLESS STEEII. REGIONAL SALES MANAGER ROOF L1==-. r NOTE: ALL REFRIGERATION THERMOSTATS PROVIDED BY REFRIGERATION ALL WATER LINES, PROVIDED AND INSTALLED CONTRACTOR. 1 MT TEMP. SENSOR TO APPROPRIATE RACK I - - -1 J TO DRAIN _i__ J DOOR PANEL j j /, DAVE WALKER C - 817.233.9 664 SYSTEMS PROJECT ENGINEER SUPERVISOR J STAGGERED JOIN BOTH DIRECTIONS VAPOR RETARDER, TURN UP TO FINISH I FLOOR AT Pff � 12 BA I T - — —I 5/8" 5/8 EQUALIZER LINE , 11 =11 ':11:=11-11--11- II- 1111 11 =11=11=11 1-11-11-11-11-11-11-11-11—II= 11- 11- 11- 1-11-11-11-11-11-11—i1-11-11= II— II =11- I=n= 11=u SLIDING WINDOW SUPERSTUCTURE AND FRAME. MEAT CASE END CAPS '� 1 1 /8 CLEARANCE BETWEEN END CAP AND WALL PANEL. FLASH REMAINING GAP WITH #3 POLISHED STAINLESS STEEL. 0 MEAT CAS 0 � ! — VALVES, PIPING AND AND INSTALLED CONTRACTOR. VALVES AND CONNECTIONS BY G.C. PLUMBING EDAISID : 11 211-11-11-11-.11 11=11- II- TO STORE HOT WATER TANK 11=11- 11= f II= 11= 11- 11- II IL ":II II "':11 II ":II II ":II' :11 :11 II II _u- n- u- u- n- n- n- u- u- n- n -n -n- ©� �- JAY M ELANCON C - 706.536.9477 • [1-., ll � : ' w =1 FREEZER WALL /OVERSTOCK & ISLA\ ©KYSOR/WARREN: All rights reserved. No reproduced in any form DELI COOLER D REMODEL part of this document may be or by any means without the THERMA —STOR PIPING (2 TANKS) DETAIL SCALE OVERSTOCK /WALL FREEZER DETAIL SCALE 9 TYPICAL CURB PENETRATION DETAIL SCALE MEAT CASE SUPERSTRUCTURE MOUNTING DETAIL SCALE 6 NTS 10 NTS NTS 8 NTS 6" L 3x4x 1 /4 x 6" W/ (2) -3/8 X 2" S.S. LAG BOLTS NOTE: GRID GRID I rpmS.S. - ALL ROOFTOP REFRIGERATION LINES WILL BE PAINTED WITH 'SILVER SEAL' OR APPROVED EQUAL. - ALL CONDENSERS MUST BE MOUNTED LEVEL AND TRUE IN BOTH DIRECTIONS. - CONDENSERS MUST BE BOLTED TO ROOF CURBS. PIPING PENETRATION WITH FOAM = _ = IK RIO DATE DESCRIPTION /16•21 HOLE re-CONN. 1,f p. 1 1 / � 10' -3/4" (TS 2x2x1 /8 = 1 Q' -0 ") I�'I� ' \ \ % \ \ % \ \ \ \ \ 1'\' \' 111 . , \�,�,�,., \ \�,. \� \� \�,1,� \� \I ., 49 1 /8 8.24.11 REMODEL REVIEWED FOR CODE COMPLIANCE APPROVED SEP 14 2011 City O� Tukwila BUILDING DIVISION L1 '- - 20 1 /4 l l 1 1 / L 1 • 1/2x3x6 W/ S.S. HILTI K.B. » EMBED 2� , HOLE REFRIGERATION M.B.S. TO WITH REFRIGERATION CONTRACTOR. GALV. MOUNTING FRAME CONDENSER VERIFY WEIGHT BY M.B.S. MTL. • CAULKING BY REFRIGERATION MOUNT CONDENSERS TO OUTSIDE 2 SCALE:' N.T.S. + (. 85 l 1 1/2 CONTRACTOR. OF SUPPORT PLATFORM. MIDDLE REMOVABLE CURB UTILITY SPACE FOR FUTURE EXPANSION. CAP BY G.C. PURGE VALV + + + + 6» S.S. PL (2) -3/8" r - - 1 1 w 88 i•� F i P2 HEADER END VIEW DOUBLE WIDTH UNITS -1-- II ANCHORS, PURGE VALVE r -- MIN., TYP. AIR COOLED CONDENSER . ? AIR COOLED CONDENSER — :. 1e, 7/16"0 INLET 339 I FLEXIBLE FLASHING BY M.B.S. SLOPED RECEIVES?_ CITYOFTULA '/e' DM LIFTING HOLES (LYN 4 r %'.3/1 y P1 ' P. C -SHAPE W/(2) -3/8 LAG BOLTS - -_ - • - amitK riimi:i 1- • • - OCONN. SCALE N.T.S. ROO PECK � EM' ®O_ 0 I :: ROOF AUG 24, 2011 DRAWN BY: F. COOK TS -1 S.S. CUSTOM AS SHOWN X 2" S.S. AIR . 1, 1 ____ - -.- L " == LINE40'_0" CONDENSER PLATFORM CURB PIPING REFRIGERATION LINES RUN BELOW PENETRATION TOP OF I -BEAM SUPPORT TO ALLOW (BY G.C.) � �._TM ∎T�. .MTAM. .AM ∎. ∎. ∎. . .OM. YMYAKT -t . .MI . . .�.�.AM.AM.ML. ∎.IM.MI.�.,..M.- T-* --- ►� --- ■.a �.�T Y T _AM. ►,■1wAw►VAWMILII IAIIIAll•a�iwAwAwAwAv I�111n1WAIIVAI ANIIII MIMAIIIMU i►MAWAWA� MW'4,NIII A�A�AWAU 111/AWAY/41"" ��:�I�� SEP 0'22011 ® �— --�- -�-� 53 53 Ji: i��;�' PERMIT CENTER TA I I LTA I I LT I I I ILYA I LTA' t\1 1 1 v P1 "� Ii -} MEZZANINE EQUIP. LAYOUT 8c DETAILS FOR FUTURE DE -SUPER HEATING UNIT TO BE INSTALLED. HYDRAZORB CLAMP TO UNISTRUT SUPPORT 324 1" ELEVATION ` /SCALE: N.T.S. NOD 7/16'0 HOLE ■ • 3/1 'e P2 STEEL JOIST & FRAME CONDENSER �: SUPPORT BEAM BY M.B.S. 3C0NN. SCALE: N.T.S. R / HEADER POST DETAIL SCALE 5 - — — BOHN BNH—D12—A106 A106 SCALE 4 CONDENSER PLATFORM LAYOUT SCALE 3 CONDENSER MOUNTING DETAIL SCALE 1 — NTS NTS NTS NTS